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Permits 1996 Mayport Rd (vault) a "LA s • PERMIT WORKSHEET Oertificate, of Occupancy I* Job Address: Type Work: Property Owner: Phone #ULt-4) vz-�6 0 .� Contractor: Phone # Permit#: A Dai Date Issued: Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # —� PLUMBING # Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Recd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# _ Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: f SAI TRANSMITTAL ;ARGON ARCHITECTURE &CONSTRUCTION, INC. 111497 Columbia Park Drive West, Suite 1 4 Jacksonville, Florida 32258 304-260-E3605 904-260-3609 FAX SEND TO: From: CITY OF ATLANTIC BEACH JOSE REZEX, PROJECT SUPERINTENDENT BUILDING DEPARTMENT .— 800 SEMINOLE ROAD G 70,?" D5 7 ATLANTIC BEACH, FL 32233 ATTENTION: MR,STAN MAKOWSKI Date: DECEMBER 1, 2006 RE: NEW FRIENDSHIP MISSIONARY BAPTIST CHURCH 28 DUDLEY STREET Phone Number: 708-0587 ATLANTIC BEACH, FLORIDA o Urgent o Reply ASAP o Please comment g REV�gEp o FOR YOUR RECORDS q Comments: ATTACHED, PLEASE FIND THE FOLLOWING DOCUMENTS: 1. 2 COPIES SIGNED/SEALED DRAWING FPI SHOWING SITE LOCATION OF FIRE HYDRANT WITHIN 500'OF REMOTE POINT OF BUILDING 8, FIRE SPRINKLER DESIGN CRITERIA. 2. 2 COPIES SIGNED/SEALED DRAWING E2 SHOWING ADDITIONAL EXIT LIGHT AT STAIRS EGRESS ENTRANCE AT 2ND FLR. ELEVATOR LOBBY. 3. 2 COPIES SIGNED/SEALED DRAWING E3 SHOWING THE PROVISION OF A FIRE ALARM SYSTEM WITH VOICE EVACUATION PANEL 4. 2 COPIES SIGNED/SEALED DRAWING LS1 SHOWING CLASS W FIRE EXTINGUISHER IN KITCHEN. f Conditional Approval For Permit Number 6 6-5z-gn Address 28 P(/Pl-1-`-/ Sj I ,have not provided Product Evaluation and Approval Reports as part of the plan review process to the building dept of Atlantic Beach. I understand that product approval reports are required to be submitted to and approved by the Building Official before any framing, siding, window - door, roof, inspection can be scheduled. Products Approval will be submitted as a revision and approved buy the Building Official when found to be in compliance with Florida Building Code 106.3.5, and Florida Statute 553.842. I an aware that all products must be inspected and will remove any and all work I install that cover's the installation so that the inspector can see all fasteners etc. (siding installed before window inspection etc.) I further more understand that any and all products that I install with out approval and that do not meet the state of Florida's approval, I shall remove from the structure. Note: No Certificate of Occupancy will be issued prior to the Building Official's review and approval of the applicable Product Evaluation and inspection of all installation of all products. Applicant Signature License Number 6 G-G 0,5 YV 3 t S'-r�1�rf 800 Seminole Road Fs , Citi of Atlantic Beach,Florida 32233 Telephone(904)247-5826 Atlantic Beach FAX(904)247-5845 e i y BUILDING DEPARTMENT Permit Conditions Permit#: 06 Date: Owner: Address: S7 . Contractor ,�212CO,ciG 0'rLI � Arch/Eng: Project Address: The above referenced permit has been issued with the following conditions: 772 T 077, IZ N tom- ov ,7Lb�/ civ Z/U S ' G Sb-T t✓l7'fl (r✓fes f-1)Al� 2a I'� f ' e� G D St✓,�t'1' G r The above conditions must be addressed prior to requesting an inspection for the item included or prior to final approval of the project. Any items not properly addressed will hold up final approval and issuance of the required certificate of occupancy/completion. Some items listed above may require revised plans, as-built plans and/or certification by a licensed architect or engineer. When dealing with revised documents, please allow sufficient time for review and approval by appropriate departments or agencies. Approval must be granted priorto'requesting any inspection. I have read the above statement and will abide-by same: Contractor Date (Rev 3128/05) � - Plan Review Comments for: New Friendship Missionary Baptist Church Mayport Road ayport,FL Atlantic Beach,FL.) !f 1. Provide fire hydrant within 500' of remote point of bldg �--- 0� �u'�'!c ""'� 43 2. Provide fire sprinkler design criteria (61G15-32.004 A J FAC) P . 3. Provide fire alarm system 6 wf h ce evacuation Searate plan review required for fire sprinkler andalarms stens - - Kitchen hood and ventilation must meet requirements of NFPA 96 to include fire suppression(hood and suppression indicated do not meet requirements) -- "? 6. Provide Class K fire extinguisher in kitchen in addition to extinguisher indicated 49cW7. Additional egress lighting needed.in hallielevator lobby intersection at 2°d floor ('d 9i�89-LtrZ-ti06 swa;sAS uoI}ewaolui 130£�80 90 EO PO 9659 Tradeport Drive Orlando, Florida 32827 GFA PRIVATE PROVIDER" Phone: (407) 447-9865 SERVICES Fax: (407) 407-9868 i► LETTER OF TRANSMITTAL To: From: Stan Makowski Joe L. DuPriest 800 Seminole Road Manager Code Compliance GFA Private Provider Services Atlantic Beach, FI. 32233 9659 Tradeport Drive Orlando, Florida 32827 Project: City of Atlantic Beach Date: September 26, 2006 We are sending you: Originals Description 2 sets New Friendship Baptist Church Stan, The designer only sent one S-1. I have called him and advised that a second copy needs to be sent to you in Atlantic Beach. Joe Received By: Date: Upon Receipt: Please Sign & Fax to: 407-447-9868 Attn: Joe L. DuPriest spry 1 City of Atlantic Beach S51' r' Building Department R Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building'construction or use. For the following: Date: December 11, 2007 Contractor: Arcon Architects & Contractors Address: 1996 Mayport Rd., Atlantic Beach, Fl 32233 Construction Type: Commerical Occupancy Class: Group R-3 Permit Number: 06-32896 DAVID HUFSTETLER BUILDING OFFICIAL "` �} HP O fficejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Mar 12 2008 8:46AM Last Transaction Date Time Type Identification Duration Pa es Result Mar 12 8:44AM Fax Sent 92422708 0:26 1 OK Plan Review Comments for: New Friendship Missionary Baptist Church Mayport Road Mayport, FL (Atlantic Beach, FL.) 1. Provide fire hydrant within 500' of remote point of bldg 2. Provide fire sprinkler design criteria(61G15-32.004 A-J FAC) 3. Provide fire alarm system with voice evacuation 4. Separate plan review required for fire sprinkler and alarm systems 5. Kitchen hood and ventilation must meet requirements of NFPA 96 to include fire suppression (hood and suppression indicated do not meet requirements) 6. Provide Class K fire extinguisher in kitchen in addition to extinguisher indicated 7. Additional egress lighting needed in hail/elevator lobby intersection at 2nd floor DG - 3a Fq& 9659 Tradeport Drive Orlando, Florida 32827 GFA PRIVATE Phone: (407) 447-9865 SERVICES Fax: (407) 407-9868 if LETTER OF TRANSMITTAL To: From: Stan Makowski Joe L. DuPriest 800 Seminole Road Manager Code Compliance GFA Private Provider Services Atlantic Beach, Fl. 32233 9659 Tradeport Drive Orlando, Florida 32827 Project: City of Atlantic Beach Date: September 26, 2006 We are sending you: Originals Description 2 sets New Friendship Baptist Church Stan, The designer only sent one S-1. I have called him and advised that a second copy needs to be sent to you in Atlantic Beach. Joe Received By: Date: Upon Receipt: Please Sign & Fax to: 407-447-9868 Attn: Joe L. DuPriest HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Oct 03 2006 8:30AM Last Transaction Date Time Type Identification Duration Pages Result Oct 3 8:29AM Fax Sent 92608609 0:25 1 OK Ifo - 960 Plan Review Comments for: New Friendship Missionary Baptist Church Mayport Road jaypoFL rt, tlantic Beach,FL.) 1. Provide fire hydrant within 500' of remote point of bldg C/ • -�u'3 c'r c ..""LnE3 2. Provide fire sprinkler design criteria(61GI5-32.004 A J FAG) 3. Provide fire alarm sys ein vvifh'voice evacuation cy�G�Ecrf: •4_ Separate plan review required for fire sprinkler and alarm systems _..-_ _5. Kitchen hood and ventilation must meet requirements of NFPA 96 to include fire = . S "JAW suppression(hood and suppression indicated do not meet requirements) --- rd -ff6. Provide Class K fire extinguisher in kitchen in addition to extinguisher indicated AW-7. Additional egress lighting needed.in hallielevator lobby intersection at 2!4 floor Ley x . G d 9tr8S-LtrZ-tr06 swa;si(g u01}ewjoJul 80£M 90 £0 PO Plan Review Comments for: New Friendship Missionary Baptist Church Mayport Road ayport,FL Atlantic Beach,FL.) 1. Provide fire hydrant within 500' of remote point of bldg 2. Provide fire sprinkler design criteria(61G15-32.004 A J FAC) E 3. Provide fire alarm sys em`with voice evacuation EV�7Pte- •4_ Separate plan review required for fire sprinkler and-alarms stems G'riar ep P P Y _5. Kitchen hood and ventilation must meet requirements of NFPA 96 to include fire . siq pinu� suppression(hood and suppression indicated do not meet requirements) 6. Provide Class K fire extinguisher in kitchen in addition to extinguisher indicated ,IgroM7. Additional egress lighting needed,in hall/elevator lobby intersection at 2"d floor 7)ab"-Y -C7' r G•d swelsAg uoiteuuolui e0£-90 90 £0 PO 1 E RE RESISTANCE DIRECTORY 876 FIRE RESISTANCE DIRECTORY FI877 FIRE RESISTANCE RATINGS BX � ( U�—Continued FIRE RESISTANCE RATINGS (13XU�—Continued 3. em and Blankets* Optional►-Mineral wool or lase fiber batts partial) or completely fill. Design No. U464 ng aiu4 cavity. $ v p v Bearing Wall Rating-1 Or 2 F*,,!. See Batts and Blankets(BXJZ)category for names of Classified companies. (See Item 5) 4. Wallboard Gypsum'-6/8 in.,thick, 4 it wide,attached to steel studs and floor and ceiling trace with 1 in.long,Type S self-tapping steel screws spaced 8 in.O.C.along edges of board x4ts- i iand 12 in.O.C.in the field of the board.Joints oriented vertical)' y and staggered on opposite sides of the assembly. Canadian Gypsum Co.,Ltd.-Types C,SCX,SHX,WRX. U.S.Gypsum Co.-Types C,FCV, iPX2,SCX,SHC,SHX,WRC or WRX. a z S.Joint Tape and Compound-Vinyl,dry or premixed joint compound,applied in two coats to Joints and screw heads;paper tape,2 in.wide,embedded in first layer of compound over all Joints.As an alternate,nominal 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard.Joints reinforced. s 4 xosrsoara aecrrox 'Bearing the UL Classification Marking 6 Design No. U466 �Q Qr--•-�� Nonb@suing Wall Rating-1 HR. 4 a. It VCPTIC111 SECTIOY = a I 1. Floor and Caning Track-Min 35/8 in.wide, 1.1/4 In.deep channel made from min No. 18 1 GSG galvanized steel attached to masonry or concrete with fasteners,spaced 24 in.O.C. ' 2. Steal Studs--Min 3-5/8 in.wide, 1.5/8 In.deep,made from min No.20 GSG galy steel studs. The max stud spacing of wall assembly shall not exceed 24 In.The allowable load on the stud ` shall not exceed 84 percent of the maximum allowable axial load computed in accordance A , with the current edition of the Specification for the Design of Cold-Formad Steel Structural Members by the American iron and Steel Institute. Studs attached to floor and tailing tracks with 1/2 in.long Type S-12 pan head,self-drilling,self-tapping steel screws on both sides of studs. The studs and the track channels are Classified by Underwriters Laboratories Inc. as 4 5 Structural Steal Members'. 3 Thermosteol Building Systems,Inc. 3.Lateral Bracing--Min 1.5 in.wide, 18 GSG gale steel strapping spaced max 39 in.O.C.The 1. Floor and Coiling Runner--(not shown)-Channel-ahaped runners, i-5/8 in. wide by i in. strapping Is attached to the flanges of each stud with 1/2 in.long Type S-12 pan head,sell deep fabricated from 25 MSG galvanized steel.Attached to floor and ceiling with fasteners, drilling,self-tapping steel screws.For Interior walls,the strapping is attached on both sides of 24 in.O.C.,max. the studs.For exterior walls,the strapping is either attached on both sides or on the fire aids 2,Studs-Channel-shaped, 1.5/8 in. wide by 1-1/4 in, deep with 1/4 in. folded back return only, flange lags.Fabricated from 25 MSG galvanized steel.Max stud spacing 24 in.O.C. 4. Batts and Blankets'-Any mineral glass fiber batt or blanket material bearing the UL ClassiR- 3.Srscing-Two Types-Cut from steel runners or studs,cavity width.Fastened with two 1/2 tn. cation Marking as to fire resistance. See Batts and Blankets (BZJZ) category for names of long,self drilling,self tapping screws in each stud,space braces max 48 in.O.C.As an alter- Classified Companies.Nominally 3-1/2 in.thick,friction fitted between studs. nate bracing cut from gypsum wallboard, length equal to stud cavity width and 6 In.wide. S. Wallboard,Gypsum'-5/8 In.thick,48 in.wide,applied in one or two layers on each side of Fasten with two 1 in. long,self drilling,self tapping screws in each stud,space braces max stud. 48 in.O.C. For 1 h Rating-One layer of wallboard on each side of stud.Applied vertically with joint can• 4. Batts and Blankets-(Optional)Mineral wool or glass fiber batts,partially or completely filling tared over studs. Fastened to studs and the tracks with 1 in. long,Type S-12, self-tapping, stud cavity.See Batts and Blankets(MZ)category for names of manufacturers. self-drilling, wallboard screws spaced 12 in. O.C. along perimeter and in the field of the S.Wallboard Gypsum-5/8 in.thick.Screw attached,single layer side with 1 in. long,type S board.Joints located over studs and staggered on opposite sides of the assembly. steel screws spaced 12 in.O.C.Wallboard on double layer side,base layer attached with 1 For 2 h Rating.-Two layers of wallboard on each side of stud.The inner layer to be applied in.long,type S steel screws spaced 24 In.O.C.,face layer attached with 1-6/8 in.long,type in the some manner as for the 1 h rating.The outer layer to be fastened to the studs and the S steel screws spaced 12 in.O.C.Wallboard joints oriented vertical or horizontal,with or with- tracks(through the inner layer)using 1-5/8 in.long,Type S-12,self-drilling,self-tapping,wall' out offset.Butt joints located over studs. board screws spaced 12 in.O.C.along perimeter and in the field of the board.Vertical jolMi Canadian Gypsum Co.,Ltd.-Types C,SCX,SHX,WRX. located over studs,vertical and horizontal joints staggered from inner layer joints and on op, United States Gypsum Co.-Types C,FCV,iPAI.iP-X2, SCX,SHC, SHX,WR-C or posits sides of the assembly. WRX. See Wallboard,Gypsum(CKNX)category for names of manufacturers. 6.Joint Taps and Compound-Vinyl,dry or premixed joint compound,applied in two coats to 6.Joint Tape And Compound-(Not Shown),-Vinyl or casein,dry or premixed joint compound joints and screw heads;paper tape,2 in.wide,embedded In first layer of compound over all applied in two coats to joints and screw heads.Paper tape,2 in,wide,embedded in first foyer joints.As an alternate,nominal 3/32 In.thick gypsum veneer plaster may be applied to the of compound over all ointe entire surface of classified veneer base board.Joints reinforced. "Bearing the UL CI arkin 7• Acoustical Sealant-Optional not shown}-A bead of acoustical sealant applied around the partition perimeter for sound control sealing. Unitt'Bearing the UL ClaasssiiffiiccatiioonGMg Marking Design No. U466Co Nonbearing Wall Rating-1 HR. 2 3 4 8 4 1. Floor R/ Ceiling Runner--snot shown), Z25 MSG(min)gets steel 1 in.high,return lags 3 In.wide(min),attached to floor and cgltin,e v✓+th fasteners 24 in.O.C. 2.Steal Studs--3-618 in.wide_(minL 1-6/18 in. lags, 3/8 in. *tum,formed of 25 MSG Im __ .. ` FILE COPY S St. Johns River Water Management District Kirby B.Green III,Executive Director • David W.Fisk,Assistant Executive Director 4049 Reid Street • P.O.Box 1429 • Palatka,FL 32178-1429 • (386)329-4500 On the Internet at www.sjrwmd.com. REGULATION OF STORMWATER MANAGEMENT SYSTEMS CHAPTER 40C-42, F.A.C. PERMIT NO.42-031-101223-1 DATE ISSUED: November 9. 2005 A PERMIT AUTHORIZING: Construction of a Stormwater Management System with stormwater treatment by dry detention and wet detention for New Friendship Missionary Baptist Church, a 1.61-acre project to be constructed as per plans received by the District on October 11, 2005. LOCATION: Section(s): 17 Township(s): 26 Range(s): 29E Duval County New Friendship Missionary Baptist Church 28 Dudley St Atlantic Beach, FL 32233 This document shall serve as the formal permit for construction and operation of stormwater management system in accordance with Chapter 40C-42, F.A.C., issued by the staff of the St. Johns River Water Management District on November 9, 2005. This permit is subject to the standard limiting conditions and other special conditions approved by the staff. These conditions are enclosed. This permit is a legal document and should be kept with your other important records. The permit requires the submittal of an As-built certification and may require submittal of other documents. All information provided in compli li e6with permit conditions should be submitted to the District office from which the permit was issued. An As-built certification form is attached. Complete this form within 30 days of completion of construction of the permitted system, including all site work. Upon receipt of the As-built certification, staff will inspect the project site. Once the project is found to be in compliance with all permit requirements,the permit may be converted to its operation phase and responsibility transferred to the operation and maintenance entity in accordance with Chapter 40C-42.028, F.A.C. Permit issuance does not relieve you from the responsibility for obtaining permits from any federal, state, and/or local agencies asserting concurrent jurisdiction over this work. Please GOVERNING BOARD Ometrias 0.tong,cHAiAwm David G.Graham,vice cwuw AN A.Clay Albright,sECRETAnv Duane Ottenstroer,TREASURER APOPKA JACKSONVILLE OCALA JACKSONVILLE W.Leonard Wood John G.Sowinski William Kerr Ann I Moore Susan N.Hughes ccwuunwi.oesry nrn unn UP RrAIANF AFAf.ii P;INNFII. PONTE VEDRA f , s note that if dewatering is to occur during any.phase of construction or thereafter and the surface water pump(s), wells, or facilities are capable.of withdrawing one million gallons of water per day or more, or an average of 100,000 gallons per day or more over a year, and any discharge is to be off-site, you must apply for and obtain a Consumptive Use Permit(40C-2)from the District prior to starting the dewatering. Please contact the District if you need additional information or application materials. Permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages, claims, or liabilities which may arise from permit issuance. Said application, including-all plans and specifications attached thereto, is by reference made a part thereof. This permit does not convey to permittee any property rights nor any rights of privileges other than those specified herein, nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the property of the permittee. This permit may be revoked, modified, or transferred at any time pursuant to the appropriate provisions of Chapter 373, Florida Statutes. In the event you sell your property, the permit will be transferred to the new owner, if we are notified by you within thirty days of the sale. Please assist us in this matter so as to maintain a valid permit for the new property,owner., Thank you for your cooperation, and if this office can be of any further assistance to you, please do not hesitate to contact us. David Miracle, Service Center Director-Jacksonville Department of Water Resources Enclosures: As-built Certification Form Exhibit A cc: District Permit File Consultant: Solid Rock Engineering Consultants 12443 San Jose Blvd Ste 702 Jacksonville, FL 32223 "EXHIBIT K' CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 42-031-101223-1 NEW FRIENDSHIP MISSIONARY BAPTIST CHURCH DATED NOVEMBER 9,2005 1. This permit for construction will expire five years from the date of issuance unless otherwise specified by a special condition of the permit. 2. Permittee must obtain a permit from the District prior to beginning construction of subsequent phases or any other work associated with this project not specifically authorized by this permit. 3. Before any offsite discharge from the stormwater management system occurs, the retention and detention storage must be excavated to rough grade prior to building construction or placement of impervious surface within the area served by those systems. Adequate measures must be taken to prevent siltation of these treatment systems and control structures during construction or siltation must be removed prior to final grading and stabilization. 4. The permittee must maintain a copy of this permit complete with all conditions, attachments, exhibits, and permit modification in good condition at the construction site. The complete permit must be available for review upon request by District representatives. The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. 5. All activities shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall be considered a violation of this permit. 6. District authorized staff, upon-proper identification, must be granted permission to enter, inspect and observe the system to insure conformity with the plans and specifications approved by the permit. 7. Prior to and during construction, the permittee shall implement and maintain all erosion and sediment control measures (best management practices)required to retain sediment on-site and to prevent violations of state water quality standards. All practices must be in accordance with the guidelines and specifications in chapter 6 of the Florida Land Development Manual:A Guide to Sound Land and Water Management(Florida Department of Environmental Regulation 1988),which are hereby incorporated by reference, unless a project specific erosion and sediment control plan it;approved as part of the permit, in which case the practices must be in accordance with the plan. If site specific conditions require additional measures during any phase of construction or operation to prevent erosion or control sediment, beyond those specked in the erosion and sediment control plan,the permittee shall implement additional best management practices as necessary, in accordance with the specification in chapter 6 of the Florida Land Development Manual: A guide to Sound Land and Water Management(Florida Department of Environmental Regulation 1988). The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. 8. If the permitted system was designed by a registered professional,within 30 days after completion of the stormwater system, the permittee must submit to the District the following: District Form No. 40C-1.181(13) (As built Certification By a Registered Professional), signed and sealed by an appropriated professional registered in the State of Florida, and two (2)sets of "As Built"drawings when a)required by a special condition of this permit, b) the professional uses"As Built"drawings to support the As Built Certification, or c)when the completed system substantially differs from permitted plans. This submittal will serve to notify the District staff that the system is ready for inspection and approval. 9. If the permitted system was not designed by a registered professional, within 30 days after completion of the stormwater system, the permittee must submit to the District the following: District Form No.40C-1.181(14) (As built Certification), signed by the permittee and two (2) sets of"As Built"drawings when required by a special condition of this permit, or when the completed system substantially differs from permitted plans. This submittal will serve to notify the District staff that the system is ready for inspection and approval. 10.Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as practicable'in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than seven (7)days before the construction activity in that portion of the site has temporarily or permanently ceased. 11.Should any other regulatory agency require changes to the permitted system, the permittee shall provide written notification to the District of the Changes prior to implementation so that a determination can be made whether a permit modification is required. 12.Within thirty(30)days after sale or conveyance of the permitted stormwater management system or the real property on which the system is located,the owner in whose name the permit was granted shall notify the District of such change of ownership. Transfer of the permit shall be in accordance with the provisions of section 40C-612, F.A.C. All terms and conditions of this permit shall be binding upon the transferee. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale, conveyance or other transfer. 13.The stormwater management system must be completed in accordance with the permitted plans and permit conditions prior to the initiation of the permitted use of site infrastructure. The system must be completed in accordance With the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of the stormwater management system to a local government or other responsible entity. 14.The operation phase of the permit shall inot berme effective until the requirements of Condition No. 8 or 9 have been met, the district determines that the system complies with the permitted plans, and the entity approved by the District in accordance with section 40C- 42.027, F.A.C., accepts responsibility for operation and maintenance of the system. The permit cannot be transferred to such an approved, responsible operation and maintenance entity until the requirements of section 40C-42.028, F.A.C., are met, and the operation phase of the permit becomes effective. Following Inspection and approval of the permitted system by the District in accordance with section 40C-42.028, F.A.C., the permittee shall request transfer of the permit to the responsible approved operation and maintenance entity, if different from the permittee. Until the permit is-transferred pursuant to subsection 40C- 42.028(4) F.A.C., the permittee shall be liable for compliance with the terms of the permit. 15. Prior to lot or unit sales,or upon completion of construction of the system,whichever occurs first,the District must receive the final operation and maintenance document(s)approved by the District and recorded, if the latter is appropriate. For those systems which are proposed to be maintained by county or municipal entities, final operation and maintenance documents must be received by the District when maintenance and operation of the system is accepted by the local government entity, Failure to submit the appropriate final document will result in the permittee remaining personally liable for carrying out maintenance and operation of the permitted system. `" 16.This permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizationsprior to the.start,Qf;pny activity approved by this permit. This permit does not convey to the permittee'or create in the permittee any property right, or any interest in real property, nor does it authorize;epy entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the permit and Chapter 40C-42.028, F.A.C. 17.The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which may arise by reason of the activities authorized by the permit or any use of the permitted system. 18.The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be,Inaccurate. 19.Activities approved by this permit shall be conducted in a manner which do not cause violations of state water quality standards. 20.At a minimum, all retention and detention storage areas must be excavated to rough grade prior to building construction or placement of impervious surface within the area to be served by those facilities. To prevent reduction in storage volume and percolation rates, all accumulated sediment must be removed from the storage area prior to final grading and stabilization. 21.The stormwater management system shall be inspected by the operation and maintenance entity once within two years after completion of construction and every two years thereafter to insure that the system is functioning as 09 signed and permitted. If a required inspection reveals that the system is not functioning as designed and permitted, then within 14 days of the inspection the entity shall submit an Exceptions Report on form number 40C-42.900(6), Exceptions Report for Stormwater Systems Out of Compliance. The operation and maintenance entity must maintain a record of the required inspection, including the date of the inspection, the name, address and telephone number of the inspector, and whether the system was functioning as designed and permitted, and make such record available for inspection upon request by the District during normal business hours. Notice Of Rights 1. A person whose substantial interests are or may be determined has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District(District), or may choose to pursue mediation as an alternative remedy under Sections 120.569 and 120.573, Florida Statutes, before the deadline for filing a petition. Choosing mediation will not adversely affect the rights to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth in Sections120.569 and 120.57, Florida Statutes, and Rules 28-106.111 and 28-106.401-.405, Florida Administrative Code. Pursuant to Chapter 28-106 and Rule 40C-1.1007, Florida Administrative Code, the petition must be filed at the office of the District Clerk at District Headquarters, P. O. Box 1429, Palatka, Florida 32178-1429 (4049 Reid St., Palatka, FL 32177)within twenty-six (26) days of the District depositing notice of District decision in the mail (for those persons to whom the District mails actual notice)or within twenty-one (21)days of newspaper publication of the notice of District decision (for those persons to whom the District does not mail actual notice).A petition must comply with Chapter 28-106, Florida Administrative Code. 2. If the Governing Board takes action which substantially differs from the notice of District decision, a person whose substantial interests are or may be determined has the right to request an administrative hearing or may choose to pursue mediation as an alternative remedy as described above. Pursuant to District Rule 40C-1.1007, Florida Administrative Code, the petition must be filed at the office of the District Clerk at the address described above, within twenty-six(26)days of the District depositing notice of final District decision in the mail (for those-persons to whom the District mails actual notice)or within twenty-one (21) days,of newspaper publication of the notice of its final agency action (for those persons to whom the District does not mail actual notice). Such a petition must comply with Rule Chapter 28-106, Florida Administrative Code. 3. A substantially interested person has the right to a formal administrative hearing pursuant to Section 120.569 and 120.57(1), Florida Statutes, where there is a dispute between the District and the party regarding an issue of material fact. A petition for formal must comply with the requirements set forth in Rule 28-106.201, Florida Administrative Code. 4. A substantially interested person.has,tha right to an informal hearing pursuant to Sections 120.569 and 12,Q.57(2), Florida Statutes, where no material facts are in dispute. A petition for an informal hearing must comply with the requirements set forth in Rule 28-106.301, Florida Administrative Code. 5. A petition for an administrative hearing is deemed filed upon delivery of the petition to the District Clerk at the District headquarters in Palatka, Florida. 6. Failure to file a petition for an administrative hearing, within the requisite time frame shall constitute a waiver of the right to an admn(strative hearing (Section 28-106.111, Florida Administrative Code). ..., 7. The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, and Chapter 28-106, Florida Administrative Code and Section 40C-1.1007, Florida Administrative Code. P Notice.Of Rights 8. An applicant with a legal or equitable interest in real property who believes that a District permitting action is unreasonable or will unfairly burden the use of his property, has the right to, within 30 days of receipt of notice of the District's written decision regarding a permit application, apply for a special master proceeding under Section 70.51, Florida Statutes, by filing a written request for relief at the office of the District Clerk located at District headquarters, P. O. Box 1429,Palatka, FL 32178-1429 (4049 Reid St., Palatka, Florida 32177). A request for relief must contain the information listed in Subsection 70.51(6), Florida Statutes. 9. A timely filed request for relief under Section 70.51, Florida Statutes, tolls the time to request an administrative hearing under paragraph no. 1 or 2 above (Paragraph 70.51(1 0)(b), Florida Statutes). However, the filing of a request for an administrative hearing under paragraph no. 1 or 2 above waives the right to a special master proceeding (Subsection 70.51(10)(b), Florida Statutes). 10. Failure to file a request for relief within the requisite time frame shall constitute a waiver of the right to a special master proceeding (Subsection 70.51(3), Florida Statutes). 11.Any substantially affected person who claims that final action of the District constitutes an unconstitutional taking of property without just compensation may seek review of the action in circuit court pursuant to Section 373.617, Florida Statutes, and the Florida Rules of Civil Procedures, by filing an action in circuit court within 90 days of the rendering of the final District action, (Section 373.617, Florida Statutes). 12. Pursuant to Section 120.68, Florida Statutes, a person who is adversely affected by final District action may seek review of the action in the District Court of Appeal by filing a notice of appeal pursuant to the Florida Rules of Appellate Procedure within 30 days of the rendering of the final District action.. 13.A party to the proceeding before the District who claims that a District order is inconsistent with the provisions and purposes of Chapter 373, Florida Statutes, may seek review of the order pursuant to,Section 373.114, Florida Statutes, by the Florida Land and Water Adjudicatory Commission, by filing a request for review with the Commission and serving a copy on the Department of Environmental Protection and any person named in the order within 20,days of adoption of a rule or the rendering of the District order. 14. For appeals to the District Court,of Appeal, a District action is considered rendered after it is signed on behalf of the District, and is filed by the District Clerk. 15. Failure to observe the relevant time frames for filing a petition for judicial review described in paragraphs#11 and#12, or for Commission review as described in paragraph#13, will result in waiver of that right to review. 1^ Notice Of Rights Cer'ti6ke of Service I HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been sent by U.S. Mail to: New Friendship Missionary Baptist Church 28 Dudley St Atlantic Beach, FL 32233 At 4:00 p.m. this 9th day of November, 2005. Division of Permit Data Services Gloria Lewis, Director St. Johns River Water Management District Post Office Box 1429 Palatka, FL 32178-1429 .y ,. (386) 329-4152 Permit Number: 42-031-101223-1 FILE COPY Florida Energy Efficiency Code For Building Construction Florida Department of Community Affairs EnergyGauge F1aCom v 2.11 FORM 40OA-2004 Whole Building Performance Method for Commercial Buildings Jurisdiction: ATLANTIC BEACH,DUVAL COUNTY,FL(261100) Short Desc: Friendship(#25052) Project: New Friendship Missionary Baptist Church Owner: Address: Mayport Road @ Dudley Street City: Atlantic Beach State: Florida PermitNo: 0 Zip: 0 Storeys: 2 Type: Religious Building *Conditioned Area: 11189 *denotes lighted Class: New Finished building *Cond+UnCond Area: 11189 area.Does not include wall crosection areas Max Tonnage: 10.0(if different,write in) Compliance Summary Component Design Criteria Result Gross Energy Use 7,008.57 10,075.74 PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING None Entered HVAC SYSTEM PASSES PLANT None Entered WATER HEATING SYSTEMS PASSES PIPING SYSTEMS None Entered Met all required compliance from Check List? Yes/No/NA IMPORTANT NOTE:An input report Print-Out from EnergyGauge Com of this design building must be submitted along with this Compliance Report. 4/27/2006 EnergyGauge FlaCom v 211 FORM 40OA-2004 1 COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifications covered by this specifications covered by this calculation are calculation indicates compliance with the Florida Energy in compliance with the Florida Energy Code. Before construction is completed, this building will be Efficiency Code. inspected for compliance in accordance with Section / 553.908, F.S. PREPARED BY: Edivard J BUILDING OFFICIAL: DATE: 411 0 � DATE: V I hereby certify that this building 's in compliance with the Florida Energy Efficiency Code. OWNER AGENT: DATE: If required by Florida law, I hereby certify (*) that the system design is in REGISTRATION compliance with the Florida Energy Code. No. ARCHITECT : ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: MECHANICAL SYSTEM DESIGNER: PLUMBING SYSTEM DESIGNER: (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 4/27/2006 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 2 Project:Friendship(#25052) Title:New Friendship Missionary Baptist Church Type: Religious Building (WEA File:JACKSONVILLE.TMY) Whole Building Compliance Design Reference Total 67.68 100.00 $7,008.57 $10,075.74 ELECTRICITY(MBtulkWh/$ 67.68 100.00 135,825.00 200,712.00 $7,008.57 $10,075.74 AREA LIGHTS 23.87 21.92 47,893.00 44,001.00 $2,471.28 $2,208.85 MISC EQUIPMT 4.17 4.17 8,370.00 8,370.00 $431.89 $420.17 PUMPS&MISC 0.16 0.16 316.00 320.00 $16.31 $16.06 SPACE COOL 23.97 22.68 48,111.00 45,522.00 $2,482.53 $2,285.20 VENT FANS 15.52 51.06 31,135.00 102,499.00 $1,606.57 $5,145.45 Credits & Penalties (if any): Modified Points: =67.69 PASSES External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No.of Units (W) (VV) (Sgft or ft) None 4/27/2006 EnergyGauge F1aCom v 2.11 FORM 40OA-2004 3 Project: Friendship(#25052) Title: New Friendship Missionary Baptist Church Type: Religious Building (WEA File:JACKSONVILLE.TMY) Lighting Controls Compliance Acronym Ashrae Description Area No.of Design Min Compli- ID (sq.ft) Tasks CP CP ance Space 100 15 Conference/meeting(Multiple 3,568 1 2 2 PASSES Functions) Space 200 12 Lobby(General)-Reception and 2,210 1 1 1 PASSES Waiting Space 300 17 Office-Enclosed 1,868 1 1 1 PASSES Space 400 14 Classroom/Lecture Hall 1,155 1 1 1 PASSES Space 600 15 Conference/meeting(Multiple 1,590 1 3 1 PASSES Functions) Space 500 14 Classroom/Lecture Hall 798 1 1 1 PASSES PASSES 4/27/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 4 Project: Friendship(#25052) Title:New Friendship Missionary Baptist Church Type: Religious Building (WEA File:JACKSONVILLE.TMY) System Report Compliance Zone 2 AHU/CU-2 Constant Volume Air Cooled No.of Units Split System<65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled<65000 Btu/h 10.00 10.00 8.00 PASSES Cooling Capacity Air Handling Air Handler(Supply)- 0.19 0.90 PASSES System-Supply Constant Volume Zone 3 AHU/CU-3 Constant Volume Air Cooled No.of Units Split System<65000 Btu/hr I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled<65000 Btu/h 10.00 10.00 8.00 PASSES Cooling Capacity Air Handling Air Handler(Supply)- 0.19 0.90 PASSES System-Supply Constant Volume Zone 4 AHU/CU-4 Constant Volume Air Cooled No.of Units Split System<65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled<65000 Btu/h 10.00 10.00 8.00 PASSES Cooling Capacity Air Handling Air Handler(Supply)- 0.26 0.90 PASSES System-Supply Constant Volume Zone 6 AHU/CU-6 Constant Volume Air Cooled No.of Units Split System<65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled<65000 Btu/h 10.00 10.00 8.00 PASSES Cooling Capacity Air Handling Air Handler(Supply)- 0.19 0.90 PASSES System-Supply Constant Volume 4/27/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 5 Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick[in] Thick[in] [F] .SF.F] I None —� Project: Friendship(#25052) Title:New Friendship Missionary Baptist Church Type:Religious Build Other Required Compliance Category Section Requirement(write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T&B 410.1 Testing and Balancing will be performed Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O&M 102.1 Operation/maintenance manual will be provided to owner n Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it 2 Report 101 Input Report Print-Out from EnergyGauge F1aCom attached? 4/27/2006 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 7 Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume [ft] [ft] [ft] plier [sf] [cf] In Zone: Zone 1 1 Space 100 Multipurpose Room Conference/meeting 1.00 3568.00 10.00 1 3568.0 35680.0 (Multiple Functions) In Zone: Zone 2 1 Space 200 Office/Kitchen Lobby(General)-Reception 1.00 2210.00 10.00 1 2210.0 22100.0 and Waiting In Zone: Zone 3 1 Space 300 Office Office-Enclosed 1.00 1868.00 10.00 1 1868.0 18680.0 In Zone: Zone 4 1 Space 400 Classrooms Classroom/Lecture Hall 1.00 1155.00 10.00 1 1155.0 11550.0 El In Zone: Zone 6 1 Space 600 Computer Area Conference/meeting 1.00 1590.00 10.00 1 1590.0 15900.0 (Multiple Functions) In Zone: Zone 5 1 Space 500 Meeting/Classroom Classroom/Lecture Hall 1.00 798.00 10.00 1 798.0 7980.0 [� Area Lighting No Type Category No.of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: Zone i In Space: Space 100 1 Recessed Fluorescent- General Lighting 1 4638 4638 Manual On/Off 2 (] No vent In Zone: Zone 2 In Space: Space 200 1 Recessed Fluorescent- General Lighting 1 2873 2873 Manual On/Off 1 No vent In Zone: Zone 3 In Space: Space 300 4/27/2006 EnergyGauge F1aCom v 2.11 2 1 Recessed Fluorescent- General Lighting 1 2055 2055 Manual On/Off 1 No vent In Zone: Zone 4 In Space: Space 400 1 Recessed Fluorescent- General Lighting 1 1617 1617 Manual On/Off 1 [] No vent In Zone: Zone 6 In Space: Space 600 1 Compact Fluorescent General Lighting 1 3339 3339 Manual On/Off 3 In Zone: Zone 5 In Space: Space 500 1 Recessed Fluorescent- General Lighting 1 1117 1117 Manual On/Off 1 [] No vent Walls No Description Type Width H(Effec) Multi Area DirectionConductance Heat Dens. R-Value [ft] [ft] plier [sf] [Btu/hr.sf.F] Capacity [lb/cf] [h.sf.FBtu] [Btu/sf.F] In Zone: Zone 1 1 Exterior Wall Metal 43.08 43.08 1 1856.0 North 0.0920 1.0718 19.38 10.87 [] siding/2x4@24"+Rl 1 Batt/5/8"Gyp In Zone: Zone 2 1 Exterior Wall Metal 39.05 39.05 1 1525.0 North 0.0920 1.0718 19.38 10.87 [� siding/2x4@24"+Rl 1Batt/5/8"Gyp In Zone: Zone 3 1 Exterior Wall Metal 28.32 28.32 1 802.0 North 0.0920 1.0718 19.38 10.87 [] siding/2x4@24"+Rl 1Batt/5/8"Gyp In Zone: Zone 4 1 External Wall Metal 31.18 31.18 1 972.0 North 0.0920 1.0718 19.38 10.87 siding/2x4@24"+Rl 1Batt/5/8"Gyp In Zone: Zone 6 1 Exterior Wall Metal 35.36 35.36 1 1250.0 North 0.0920 1.0718 19.38 10.87 siding/2x4@24"+Rl 1Batt/5/8"Gyp In Zone: Zone 5 4/27/2006 EnergyGauge FlaCom v 2.11 3 I Exterior Wall Metal 17.92 17.92 1 321.0 North 0.0920 1.0718 19.38 10.87 siding/2x4@24"+R1 1Batt/5/8"Gyp Windows No Description Type Shaded U SAG Vis.Tr W H(Effec) Multi Total Area [Btu/hr sf F] [ft] [ft] plier [sf] In Zone: Zone 1 In Wall: Wall 100 1 Exterior Window SINGLE CLEAR No 1.0018 0.81 0.88 8.94 8.94 1 80.0 In Zone: Zone 2 In Wall: Wall 200 1 Exterior Window SINGLE CLEAR No 1.0018 0.81 0.88 8.72 8.72 1 76.0 In Zone: Zone 3 In Wall: Wall 300 1 Exterior Window SINGLE CLEAR No 1.0018 0.81 0.88 8.72 8.72 1 76.0 In Zone: Zone 4 In Wall: Wall 400 1 Exterior Window SINGLE CLEAR No 1.0018 0.81 0.88 4.00 4.00 1 16.0 In Zone: Zone 5 In Wall: Wall 500 1 Exterior Window SINGLE CLEAR No 1.0018 0.81 0.88 5.66 5.66 1 32.0 In Zone: Zone 6 In Wall: Wall 600 1 Exterior Window SINGLE CLEAR No 1.0018 0.81 0.88 8.00 8.00 1 64.0 Doors No Description Type Shaded? Width H(Effec) Multi Area Cond. Dens. Heat Cap. R-Value [ft] [ft] plier [sf] [Btu/hr.sf.F] [ib/cfl [Btu/sf.F] [h.sf.FBtul In Zone: Zone 1 In Wall: Wall 100 1 Exterior Door Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 [� 1.25 in. polystyrene In Zone: Zone 2 In Wall: Wall 200 4/27/2006 EnergyGauge FlaCom v 2.11 4 I Exterior Door Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 1.25 in. polystyrene Roofs No Description Type Width H(Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value [ft] [ftj plier [sfj [deg] [Btu/hr.SE F1 [Btu/sE Fl [lb/cf] [h.sf.F/Btul In Zone: Zone 3 1 Roof Mtl Bldg Roof/R-19 43.22 43.22 1 1868.0 0.00 0.0492 1.34 9.49 20.34 ❑ Batt In Zone: Zone 4 1 Roof Mtl Bldg Roof/R-19 33.99 33.99 1 1155.0 0.00 0.0492 1.34 9.49 20.34 ❑ Batt In Zone: Zone 6 1 Roof Mtl Bldg RoofJR-19 39.87 39.87 1 1590.0 0.00 0.0492 1.34 9.49 20.34 ❑ Batt In Zone. Zone 5 1 Roof Md Bldg Roof/R-19 28.25 28.25 1 798.0 0.00 0.0492 1.34 9.49 20.34 ❑ Batt Skylights i No Description Type U SHGC Vis.Trans W H(Effec) Multiplier Area Total Area [Btu/hr sf F1 [ft] [ftl [Sfl 1Sq In Zone: In Roof: Floors No Description Type Width H(Effec) Multi Area Cond. Heat Cap. Dens. R Value [ft] [ft] plier [sf] [Btu/hr.sf.F1 [Btu/sf.F1 [ib/cfl [h.sf.F/Btu] In,Zone. Zone 1 """� EnergyGauge FlaCom v 2.11 5 I Floor Concrete floor, 59.73 59.73 1 3568.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: Zone 2 1 Floor Concrete floor, 47.01 47.01 1 2210.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: Zone 3 1 Floor Concrete floor, 43.22 43.22 1 1868.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: Zone 4 1 Floor Concrete floor, 33.99 33.99 1 1155.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: Zone 6 1 Floor Concrete floor, 39.87 39.87 1 1590.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: Zone 5 1 Floor Concrete floor, 28.25 28.25 1 798.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad Systems Zone 2 ARU/CU-2 Constant Volume Air Cooled Split No.Of Units 1 System<65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System(Air Cooled<65000 Btu/h Cooling 60000.00 10.00 8.00 ❑ Capacity) 2 Air Handling System-Supply(Air Handler(Supply)- 2000.00 0.19 ❑ Constant Volume) 4/27/2006 EnergyGauge F1aCom v 2.11 6 Zone 3 ARU/CU-3 Constant Volume Air Cooled Split No.Of Units 1 System<65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System(Air Cooled<65000 Btu/h Cooling 60000.00 10.00 8.00 ❑ Capacity) 2 Air Handling System-Supply(Air Handler(Supply)- 2000.00 0.19 ❑ Constant Volume) Zone 4 AHU/CU-4 Constant Volume Air Cooled Split No. Of Units 1 System<65000 Btu/hr Component Category Capacity Efficiency IPL_V 1 Cooling System(Air Cooled<65000 Btu/h Cooling 48000.00 10.00 8.00 ❑ Capacity) 2 Air Handling System-Supply(Air Handler(Supply)- 1600.00 0.26 ❑ Constant Volume) Zone 6 ARU/CU-6 Constant Volume Air Cooled Split No. Of Units 1 System<65000 Btu/hr Component Category _ Capacity Efficiency IPL 1 Cooling System(Air Cooled<65000 Btu/h Cooling 60000.00 10.00 8.00 ❑ Capacity) 2 Air Handling System-Supply(Air Handler(Supply)- 2000.00 0.19 ❑ Constant Volume) Zone 1 ARU/CU-1 Constant Volume Packaged System No.Of Units 1 _ Component Category Capacity Efficiency IPLV 1 Cooling System(Air Cooled 65000 to 135000 Btu/h 120000.00 10.30 8.00 ❑ Cooling Capacity) 2 Air Handling System-Supply(Air Handler(Supply)- 4000.00 0.37 ❑ Constant Volume) 4/27/2006 EnergyGauge FlaCom v 2.11 7 i Zone 5 ARU/CU-5 Constant Volume Air Goin,._ System<65000 Btu/hr Component Category Capacity Efficiency IPLV i NYYYIIY Y�YYYYYY�I N�YYYY��IYY��I - YY �Yr� 1 Cooling System(Air Cooled<65000 Btu/h Cooling 42000.00 10.00 8.00 ICapacity) 2 Air Handling System-Supply(Air Handler(Supply)- 1400.00 0.37 0 Constant Volume) i Plant Equipment Category Size Inst.No Eff. IPLV Li Water Heaters W-Heater Description Capacit Cap.Unit UP Rt. Efficienc Loss i 1 Electric water heater 40 [Gal] 5 [kW] 0.8800 [Ef] [Bluth] ❑ Ext-Lighting Description Category No.of Watts per Area/Len/No.of units Control Type Wattage Luminaires Luminaire [sf/ft/Nol M 1 . Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness [F] [Btu-in/h.sf.FI [in] [in] "M06 EnergyGauge FlaCom v 2.11 8 New Friendship Missionary Baptist Church Location Mayport Road @ Dudley Street Building owner New Friendship Missionary Baptist Church Program user Ahmad Hamie Company Eng Engineering Inc. Comments Manual N Calculations By Eng Engineering Inc. Dataset name C:ICDSITRACE7001Projects1Older Version FileslFriendship Calculation time 09:25 AM on 04/27/2006 t TRACE®700 version 6.0 2� Location Jacksonville, Florida ,Ilk Latitude 30.0 deg Longitude 81.0 deg Time Zone 5 Elevation 24 ft Barometric pressure 29.9 in. Hg Air density 0.0760 Ib/cu ft Air specific heat 0.2444 Btu/lb-°F Density-specific heat product 1.1144 Btu/h-cfm-°F Latent heat factor 4,905.3 Btu-min/h-cu ft Enthalpy factor 4.5588 Ib-min/hr-cu ft Summer design dry bulb 97 OF Summer design wet bulb 77 OF Winter design dry bulb 32 OF Summer clearness number 0.95 Winter clearness number 0.95 Summer ground reflectance 0.20 Winter ground reflectance 0.20 Design simulation period January-December Cooling load methodology CLTD-CLF IASHRAE TFMI Heating load methodology CLTD-CLF(ASHRAE-TFM) System Checksums By Eng Engineering Inc. System 1 -Multipurpose Room Single Zone COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: Mo/Hr:Sum of Mo/Hr. Heating Design Cooling Heating Outside Air: OADB/WB/HR: Sum of Peaks OADB:Peaks OADB: 32 SADB 57.3 71.2 Plenum 76.8 67.2 Space Plenum Net Percent, Space Percent, Space Peak Coil Peak Percent Return 76.8 67.2 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.9 64.5 Btu/h Btu/h Btu/h (%)i Btu/h (%)i Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 01 0 0! Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0; 0 0; Skylite Cond 0 0 0.00 Roof Cond 0 0 0 01 0 01 Roof Cond 0 0 0.00 Glass Solar 9,166 0 9,166 8; 9,240 12 ; Glass Solar 0 0 0.00 Glass Cond 1,016 0 1,016 11 1,170 11 Glass Cond -2,746 -2,746 9.30 Wall Cond 16,008 6,416 22,423 20; 16,856 22; Wall Cond -10,386 -14,592 49.44 AIRFLOWS Partition 0 0 01 0 01 Partition 0 0 0.00 Exposed Floor 0 0 0; 0 0! Exposed Floor 0 0 0.00 Cooling Heating Infiltration 0 0 01 0 01 Infiltration 0 0 0.00 Vent 310 310Infil 0 0 Sub Total=_> 26,190 6,416 32,606 30 27,266 35 Sub Total=_> -13,132 -17,337 58.75 Supply 3,955 3,955 MinStop/Rh 0 0 Internal Loads Internal Loads Return 3,955 3,955 Lights 19,487 4,872 24,358 22 19,487 25� Lights 0 0 0.00 Exhaust 310 310 People 15,500 15,500 14; 7,750 10, People 0 0 0.00 Rm Exh 0 0 Misc 21,348 0 21,348 19, 21,348 271 Misc 0 0 0.00 Auxiliary 0 0 Sub Total=_> 56,334 4,872 61,206 55 48,584 621 Sub Total=_> 0 0 0.00 Ceiling Load 2,081 -2,081 0 01 2,165 3 Ceiling Load -859 0 0.00 ENGINEERING CKS Ventilation Load 0 0 17,310 16', 0 0,Ventilation Load 0 -12,436 42.14 Dehumid.Ov Sizing 0 0J i Ov/Undr Sizing 0 0 0.00 Cooling Heating Ov/Undr Sizing 0 0 0; 0 0 Exhaust Heat 262 -0.89 %OA 7.8 7.8 Exhaust Heat -646 -646 -1 1 OA Preheat Diff. 0 0.00 cfmfft2 1.11 1.11 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 cfm/ton 429.63 Ret.Fan Heat 0 0 01 Additional Reheat 0 0.00 ft2/ton 387.61 Duct Heat Pkup 0 0 0', Btu/haft2 30.96 -8.27 Reheat at Design 0 01 No.People 31 Grand Total=_> 84,605 8,561 110,475 100.001 78,015 100.001 Grand Total==> -13,991 -29,511 100.00 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/lb OF OF gr/Ib f12 (%) MBh cfm OF OF Main Clg 9.2 110.5 90.8 3,955.3 77.9 64.1 67.5 57.3 54.9 60.5 Floor 3,568 Main Htg -29.5 3,955.3 64.5 71.2 Aux Cig 0.0 0.0 0.0 0 0 0 0 0 0 0 Part 0 Aux Htg 0.0 0 0 0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0 0 Roof 0 0 0 Total 9.2 110.5 Wall 1,856 80 4 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -29.5 Project Name: New Friendship Missionary Baptist Church TRACE®700 v6.0 calculated at 09:25 AM on 04/27/2006 Dataset Name: C:\CDS\TRACE700\Projects\Older Version Files\Friendship\Friendship072105.trc Alternative-1 System Checksums Report Page 1 of 6 System Checksums By Eng Engineering Inc. System 2 -1st Flr Office Area Single Zone COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: Sum of Peaks OADB:Peaks OADB: 32 SADB 54.0 73.2 Plenum 77.2 66.9 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 77.3 66.9 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.7 65.8 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 9,302 0 9,302 16 9,927 21 Glass Solar 0 0 0.00 Glass Cond 608 0 608 1 489 1 Glass Cond -2,608 -2,608 15.52 Wall Cond 14,173 5,692 19,865 34 13,959 29 Wall Cond -8,447 -11,863 70.61 AIRFLOWS Partition 0 0 0 0 0 Partition 0 0 0.00 Cooling Heating Exposed Floor 0 0 0 0 0 Exposed Floor 0 0 0.00 Vent 60 60 Infiltration 0 0 0 0 0 Infiltration -1 -1 0.00 Infil 0 0 Sub Total=_> 24,083 5,692 29,775 51 24,376 51 Sub Total=_> -11,056 -14,472 86.13 Supply 2,036 2,036 Internal Loads Internal Loads Return MinStop/Rh 2,036 2,036 Lights 12,069 3,017 15,086 26 12,069 25 Lights 0 0 0.00 Exhaust 60 60 People 3,000 3,000 5 1,500 3 People 0 0 0.00 Rm Exh 0 0 Misc 8,150 0 8,150 14 8,150 17 Misc 0 0 0.00 Auxiliary 0 0 Sub Total=_> 23,219 3,017 26,236 45 21,719 46 Sub Total=_> 0 0 0.00 Ceiling Load 1,570 -1,570 0 0 1,547 3 Ceiling Load -806 0 0.00 ENGINEERING CKS Ventilation Load 0 0 3,085 5 0 0 Ventilation Load 0 -2,407 14.33 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Cooling Heating Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 77 -0.46 %OA 2.9 2.9 Exhaust Heat -154 -154 0 OA Preheat Diff. 0 0.00 cfm/ftz 0.92 0.92 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 cfm/ton 414.47 Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 ft'/ton 449.95 Duct Heat Pkup 0 0 0 Btu/heft' 26.67 -7.60 Reheat at Design 0 0 No.People 6 Grand Total=_> 48,872 6,985 58,943 100.00 47,642 100.00 Grand Total==> -11,862 -16,802 100.00 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 4.9 58.9 55.3 2,035.9 77.7 61.2 54.6 54.0 51.0 50.9 Floor 2,210 Main Htg -16.8 2,035.9 65.8 73.2 Aux Clg 0.0 0.0 0.0 0 0 0 0 0 0 0 Part 0 Aux Htg 0.0 0 0 0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFIr 0 Preheat 0.0 0 0 0 Roof 0 0 0 Total 4.9 58.9 Wall 1,525 76 5 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -16.8 r Project Name: New Friendship Missionary Baptist Church TRACE®700 v6.0 calculated at 09:25 AM on 04/27/2006 Dataset Name: C:\CDS\TRACE700\Projects\Older Version Files\Friendship\Friendship072105.trc Alternative-1 System Checksums Report Page 2 of 6 System Checksums By Eng Engineering Inc. System 3 -Pastor Area Single Zone COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: Sum of Peaks OADB:Peaks OADB: 32 SADB 57.8 71.9 Plenum 82.9 64.7 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 82.9 64.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 83.4 63.4 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 16,887 16,887 28 0 0 Roof Cond 0 -7,610 40.13 Glass Solar 7,750 0 7,750 13 9,075 24 Glass Solar 0 0 0.00 Glass Cond 1,238 0 1,238 2 1,042 3 Glass Cond -2,608 -2,608 13.75 Wall Cond 8,719 3,499 12,218 20 8,595 23 Wall Cond -4,144 -5,829 30.74 AIRFLOWS Partition 0 0 0 0 0 Partition 0 0 0.00 Cooling Heating Exposed Floor 0 0 0 0 0 Exposed Floor 0 0 0.00 t 80 80 Infiltration 0 0 0 0 0 Infiltration -1 -1 0.00 Vent Infil 0 0 Sub Total=_> 17,708 20,386 38,093 62 18,714 49 Sub Total=_> -6,752 -16,047 84.63 Supply 1,989 1,989 Internal Loads Internal Loads MinStop/Rh 0 0Return 1,989 1,989 Lights 10,203 2,551 12,753 21 10,203 27 Lights 0 0 0.00 Exhaust 80 80 People 4,000 4,000 7 2,000 5 People 0 0 0.00 Rm Exh 0 0 Misc 3,000 0 3,000 5 3,000 8 Misc 0 0 0.00 Auxiliary 0 0 Sub Total=_> 17,203 2,551 19,753 32 15,203 40 Sub Total=_> 0 0 0.00 Ceiling Load 4,695 -4,695 0 0 4,208 11 Ceiling Load -1,959 0 0.00 ENGINEERING CKS Ventilation Load 0 0 3,948 6 0 0 Ventilation Load 0 -3,209 16.93 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Cooling Heating Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 295 -1.56 %OA 4.0 4.0 Exhaust Heat -676 -676 -1 OA Preheat Diff. 0 0.00 cfm/ft2 1.06 1.06 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 cfm/ton 390.53 Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 3 Duct Heat Pkup 0 0 0 Btu/hr•ft2 32.71 -10.15 Reheat at Design 0 0 No.People 8 Grand Total=_> 39,605 17,566 61,118 100.00 38,124 100.00 Grand Total==> -8,711 -18,961 100.00 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft2 (%) MBh cfm OF OF Main Clg 5.1 61.1 56.8 1,989.1 83.4 64.7 61.8 57.8 54.6 58.5 Floor 1,868 Main Htg -19.0 1,989.1 63.4 71.9 Aux Clg 0.0 0.0 0.0 0 0 0 0 0 0 0 Part 0 Aux Htg 0.0 0 0 0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0 0 Roof 1,868 0 0 Total 5.1 61.1 Wall 802 76 9 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -19.0 Project Name: New Friendship Missionary Baptist Church TRACE®700 v6.0 calculated at 09:25 AM on 04/27/2006 Dataset Name: C:\CDS\TRACE700\Projects\Older Version Files\Friendship\Friendship072105.trc Alternative-1 System Checksums Report Page 3 of 6 System Checksums By Eng Engineering Inc. System 4-Classroom Area Single Zone COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: Mo/Hr.Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: Sum of Peaks OADB:Peaks OADB: 32 SADB 61.0 72.1 Plenum 82.0 64.8 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 82.0 64.8 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 83.2 62.2 j Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 11,154 11,154 25 0 0 Roof Cond 0 -4,724 26.65 Glass Solar 1,642 0 1,642 4 1,819 7 Glass Solar 0 0 0.00 Glass Cond 273 0 273 1 254 1 Glass Cond -549 -549 3.10 Wall Cond 7,392 2,523 9,914 22 7,564 30 Wall Cond -5,649 -7,699 43.43 AIRFLOWS Partition 0 0 0 0 0 Partition 0 0 0.00 Exposed Floor 0 0 0 0 0 Exposed Floor 0 0 0.00 Cooling Heating Vent 130 130 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Infil 0 0 Sub Total=_> 9,306 13,677 22,983 51 9,637 39 Sub Total=_> -6,198 -12,972 73.17 Supply 1,594 1,594 Internal Loads MinStop/Rh 0 0 Internal Loads Return 1,594 1,594 Lights 6,306 1,577 7,883 17 6,306 25 Lights 0 0 0.00 Exhaust 130 130 People 6,500 6,500 14 3,250 13 People 0 0 0.00 Rm Exh 0 0 Misc 3,266 0 3,266 7 3,266 13 Misc 0 0 0.00 Auxiliary 0 0 Sub Total=_> 16,072 1,577 17,648 39 12,822 52 Sub Total=_> 0 0 0.00 Ceiling Load 2,570 -2,570 0 0 2,405 10 Ceiling Load -1,157 0 0.00 ENGINEERING CKS Ventilation Load 0 0 5,856 13 0 0 Ventilation Load 0 -5,215 29.42 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Cooling Heating Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 458 -2.58 %OA 8.2 8.2 Exhaust Heat -1,027 -1,027 -2 OA Preheat Diff. 0 0.00 cfm/ft2 1.38 1.38 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 cfm/ton 420.68 Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 ft2/ton 304.82 Duct Heat Pkup 0 0 0 Btu/hr•ft2 39.37 -15.35 Reheat at Design 0 0 No.People 13 Grand Total=_> 27,948 11,657 45,461 100.00 24,863 100.00 Grand Total==> -7,355 -17,729 100.00 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm 'F 'F gr/Ib 'F 'F gr/Ib ft2 (%) MBh cfm 'F 'F i Main Clg 3.8 45.5 39.5 1,593.7 83.2 67.0 73.4 61.0 58.2 68.0 Floor 1,155 Main Htg -17.7 1,593.7 62.2 72.1 Aux Clg 0.0 0.0 0.0 0 0 0 0 0 0 0 Part 0 Aux Htg 0.0 0 0 0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0 0 Roof 1,155 0 0 Total 3.8 45.5 Wall 972 16 2 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -17.7 Project Name: New Friendship Missionary Baptist Church TRACE®700 v6.0 calculated at 09:25 AM on 04/27/2006 e Dataset Name: C:\CDS\TRACE700\Projects\Older Version Files\Friendship\Ffendship072105.trc Alternative-1 System Checksums Report Page 4 of 6 # System Checksums By Eng Engineering Inc. System 6-Computer Area Single Zone COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: Sum of Peaks OADB:Peaks OADB: 32 SADB 59.5 72.9 Plenum 82.0 64.7 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 81.9 64.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 82.9 61.9 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BldTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 14,392 14,392 24 0 0 Roof Cond 0 -6,471 26.54 Glass Solar 5,074 0 5,074 8 6,616 19 Glass Solar 0 0 0.00 Glass Cond 867 0 867 1 � 516 1 Glass Cond -2,196 -2,196 9.00 Wall Cond 9,331 3,371 12,701 21 � 9,794 28 ; Wall Cond -6,907 -9,531 39.08 AIRFLOWS Partition 0 0 0 0 0 Partition 0 0 0.00 i Cooling Heating Exposed Floor 0 0 0 0 0 Exposed Floor 0 0 0 00 Vent 17D 70 nftration 0 0 J 0 0 a;,J _ infil &;o o,,a;_=> 5_72 763 33.035 6 026 49 Si,~ "a _-- 64 93 '4 62 Supply 995 995 MinStopfRh 0 Internal Loads Internal Loads Return 995 995 L,gr;s 8 683 z 0 8194 8 8 683 2-9 Lige:-Q Exhaust u 7 VJ People 8,300 3.500 4 4 250 "2 ?eop;e u 3 00 Rm Exh v mis4 635 635 038 M,sc 0 Auxiliary Sur 7o7a '8 82' 2 26 9 9-2 35 4 571 42 Su `a __> J 3 -0 Ceiling Load 3.542 -3 5423 2 967 9 Ceiling Load 680 60 ENGINEERING CKS t Ventilation Load 0 7.4^.1 1 Ventilation toad 0 6 8w 97 Dehumid. Ov Sizing C Ov/Undr Sizing 0 00 ! Cooling Heating OviUndr Sizing 0 3 v 0 Exhaust Heat 632 -2.59 %OA 8.5 8.5 Exhaust Heat -1,360 -1.360 2 OA Preheat Diff. 0 000 ;, !cfmlft' 1 25 1.25 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 ., cfm/ton 398.54 Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 ft'/ton 317.61 Duct Heat Pkup 0 0 0 ;Btulhr•ft' 37.78 -15.34 i Reheat at Design 0 0 ! iNo.People 17 Grand Total=_> 37.635 1,5032 60,078 100.00 34,464 100.00 Grand Totai==> -10,784 -24,386 100.00 i COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/lb °F °F gr/lb ft' (°f°) MBh cfm °F °F Main Clg 5.0 60.1 52.2 1,995.3 82.9 66.2 69.6 59.5 56.6 63.9 Floor 1,590 Main Htg -24.4 1.995.3 61.9 72.9 Aux Clg 0.0 0.0 0.0 0 0 0 0 0 0 0 Part 0 Aux Htg 0.0 0 0 0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0 0, Roof 1,590 0 0 Total 5.0 60.1 Wall 1,250 64 5 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -24.4 F Project Name: New Friendship Missionary Baptist Church TRACE®700 v6.0 calculated at 09:25 AM on 04/27/2006 Dataset Name: C:\CDS\TRACE700\Projects\01der Version Files\Friendship\Friendship072105.trc Alternative-1 System Checksums Report Page 6 of 6 FILE COPY Proj.#5701 NEW FRIENDSHIP AUSSIONARY BAPTIST CHURCH,ATLANTIC BEACH,FL. - U rC`��I T,✓ r'✓�P S4 44 j 14lS �I sa S, 2060 0000 25 } i! 1g 36 t i i id t< 1 � R A1A i 104'IS i A 1 i�f ii 53 t` 45 37 13 31 i f -Xm so t1 , law i 148Q r cw6feIc 'm etyer ads rii y 0 Parcels RE {1.720600000 Name NEW FRIENDSHIP MISSIONARY BAPTIST CHURCH ATLANTIC BEACH {10 Address 1DUTTON ISLAND RD W [32233 Total Value 175633 Acres a 0.84 Plat Book 09230-1672 Map;Panel ;556A2 17-2S-29E Legal Descriptions is PT GOVT LOT 3 RECD OJR 9230-1672 BEING PARCEL 9 fiop/l Zone t Not In Food Zone LandUsa off Iyy `boyhood �1 �J �J APPROXIMATE SCALE IN FEET 500 0 Soo I CORPORATE LIMITS IurnNAL FNM IIISNUM►IISRAN DUDLEY " O SIMMONS s n F' RM L E W I S;. FLUID INSURANCE RATE MAP a � m w ROBE8T z Z W CITY OF ATLANTIC BEACH, E C EDGAR Q FLORIDA DUVAL COUNTY JACKSON (ONLY PANEL PRINTED) ZONE X y ARDELLA ROAD ' Q RAD LL DOMNER SAILFISH aoAO COMMIINIW-PANEL NICER C DRIVE -120019 0091 D MAP REVISED: AIA AMBERJACKLANE APRIL 17,ION BONITA ,l ROAD O� �4 KAZA 11"is an opiaal copy or a portion or the above rekrrangd tkwd map r g T was extneted uskg F-MIT On-Line. This map does not Mect changm ��+p Q� or amendments bAdoh may Irm bean meds subsequent to the data on the `•v T tf0e block. For the latest product lr* matlon about NWarrl Flood kvavance Program toad map ctmek the FEMA Flood Map Stare at vvww.msc.%ma.pov, Table 17--Soil and Water Features-Continued' � ! ! Flooding 1 High water table ICemented Pani Subsidencel Risk of corrosion Soil name and 1 Hydro- l l I I I I I 1 1 I f I map symbol I logic I Frequency I Duration INonths i Depth I Kind (Months (DspthlThick-IIni- ITotallvncoated !Concrete f group l I i I { 1 1 I neon 1 tiall I steel 1 I I I I I Ft I I I In I I In l In I I 53----------------I A INone--------I --- I --- 1 >6.0 i --- I --- i --- I --- I --- I --- ILow------IHigh. Penney I I I I I I I I I I i i I 55*---------------I D INone--------I --- I --- 1 0-1.01 --- I --- I --- I --- I --- I --- I --- I --- Pits I I I I I I I I ! I I { ! I I I I I I I I I I I I I 56----------------I B/D (None--------I --- 1 --- 10.5-1.OIApparentlJan-Octl --- I --- I --- I --- !High-----IHigh. Pottsburg i I I I I I I I i I I f I 58----------------I C INone--------I --- 1 --- 11.0-2.01APparentlJan-Oct1 --- I --- I --- I --- IHigh-----IHigh. Pottsburg I I I I I I I I I I I I I 62----------------I B/D IFrequent----IBrief-----IDec-Mayl 0-0.5lApparentlJan-Dec! --- I --- I --- I --- IHigh-----IHigh. Rutleg® i I I I i I I I I I I I 1 63----------------I D (None--------I --- I --- 10.5-1.5lApparentlJan-Octl --- I --- I --- I --- IHigh-----IHigh. SaPelo I I I I I I I I I I I I I 66----------------I D (None--------I --- I --- 1 +2-0 IApparentlJan-Decl --- I --- 1 0-0 1 --- IHigh-----IHigh. Surrency I I I I I I I I I I I I ! 67----------------I D !Frequent----(Brief IDec-Marl 0-0.51ApparentIJan-Decl --- I --- 1 0-0 1 --- !High-----IHigh. Surrency I I I I I I I I I I l t I I I 1 I I I I I I I 68----------------1 D (Very (Very brieflJan-Decl 0-0.51ApparentlJan-Dect --- I --- 116-18116-25IHigh-----IHigh. Tisonia I I frequent. I I I I I I I I I I I I I I i I I I I I I I I I 69*. l I I ! ! ! I I { { I I I ban lend i 1 I I I I I I I I I I I QU:1 •:r land. I I I I I I I I I I I I I 1 1 I 1 1 1 I I I I I I I Leon-------------I B/D INone--------I --- I --- 10.5-1.51ApparentlJan-Octl 66 IThick I --- I --- IHigh-----IHigh. I i I I I i I I I I I I I Boulogne---------I B/D INane--------I --- I --- 10.5-1.51ApparentlJan-Octl 60 IThick I --- I --- IHigh-----IHigh. 72*: Urban land. Ortega-----------I A INone--------I --- I --- 13.5-6.OlApparentlJan-Octl --- I --- I --- I --- ILow------IHigh. I I I I I I I I I I 1 I 1 Kershaw----------I A INone--------I --- I --- 1 >6.0 1 --- 1 --- I --- I --- I --- I --- ILow------IHigh. I I I I 1 1 I I I I I i I 73*: c Urban land. I I I I 1 I 1 I I I I 1 l I I I I I I i 1 I I I I I See footnote at end of table. x � pity of Jacksonville,Duval County,Florida Table 16.-Physical and Chemical Properties of the Soils-Continued 1 I I I I I I { 1 Srosionlwind I Soil name and IDepthlclay, I Moist I Permea- IAvailablel Soil ISalinityl Shrink- I factorslerodi-(Organic map symbol I I I bulk I bility I water Ireactionl I swell I I Ibilityl matter I I I density I (capacity 1 I (potential I x i T Igroup I I In Pct I g/Cc I In/hr 1 in/in I pH Immhosleml I I I I Pct f { I I { I I I I I 1 1 49---------------1 0-351 --- 10.20-0.651 0.6-6.0 10.24-0.4013.5-5.5 1 <2 (Low-------I----1---1 2 1 20-80 Pamlico 135-801 5-1011.60-1.751 6.0-20 10.02-0.1013.5-5.5 1 <2 ILow-------10.101 1 1 I I 1 I I I I I I I I I 50---------------1 0-351 --- 10.20-0.651 0.6-6.0 10.24-0.4013.5-5.5 1 <2 ILow-------I----1 2 1 2 1 20-80 Pamlico 135-801 5-1011.60-1.751 6.0-20 10.10-0.2013.5-5.5 1 <2 (Low-------10.101 1 1 I I I I I I I I I I I i 51---------------1 0-211 1-8 11.50-1.701 6.0-20 10.04-0.0713.6-5.5 1 <2 ILow-------10.101 5 1 1 1 1-5 Pelham {21-60115-3011.30-1.601 0.6-2.0 10.10-0.1313.6-5.5 1 <2 ILow-------10.241 1 1 160-80115-4011.30-1.601 0.2-2.0 10.10-0.1613.6-5.5 1 <2 ILow-------10.241 1 1 53---------------1 0-5 1 0-3 11.30-1.551 6.0->20 10.04-0.0813.6-6.0 1 <2 ILow-------10.10I 5 ( 2 ( 0-2 Penney 1 5-481 0-3 11.35-1.651 6.0-20 10.02-0.0613.6-6.0 1 <2 (Low-------10.101 1 1 148-801 2-6 11.50-1.651 6.0-20 10.05-0.0813.6-6.0 1 <2 ILow-------10.101 1 1 ss 1 I --- I --- I --- I --- I --- { <2 I----------l----I---I s I --- pits I I I I I I 1 I I 1 1 1 a 56---- -----I 0-3 ( 1-4 11.20-1.451 6.0-20 10.05-0.1513.6-6.5 1 <2 1Low-------10.101 5 1 1 1 .5-3 Pottsb6rg 1 .3-571 0-4 11.40-1.701 6.0-20 10.03-0.1013.6-6.5 1 <2 ILow-------10.101 1 1 157-801 1-6 11.55-1.701 0.6-2.0 10.10-0.2513.6-6.0 1 <2 1Low-------10.151 1 1 I I 58---------------1 0-3 1 0-4 11.20-1.451 6.0-20 10.05-0.1013.6-6.5 1 <2 ILow-------10.101 5 1 1 1 .5-3 Pottsburg 1 3-571 0-5 11.30-1.651 6.0-20 10.03-0.0813.6-6.5 1 <2 (Low-------10.101 1 1 157-801 1^6 11.55-1.701 0.6-2.0 10.10-0.2513.6-6.0 1 <2 ILow-------{0.151 1 1 62---------------1 0-101 2-1011.15-1.301 6.0-20 10.20-0.2513.6-5.5 1 <2 ILow-------10.101 5 1 8 1 10-20 Rutlege 110-801 2-1011.50-1.701 6.0-20 10.04-0.0813.6-5.5 1 <2 ILow-------10.171 1 1 I I I I i I I I I I I I 63---------------1 0-231 2-5 11.40-1.651 6.0-20 10.03-0.0713.6-5.5 1 <2 ILow-------10.101 5 1 1 1 1-5 Sapelo 123-321 3-7 11.35-1.601 0.6-2.0 10.10-0.1513.6-6.5 1 <2 ILow-------10.151 1 1 132-561 3-6 11.50-1.701 6.0-20 10.03-0.0713.6-5.5 1 <2 (Low-------10.171 1 1 (56-80110-3011.55-1.751 0.2-2.0 10.12-0.1713.6-5.5 1 <2 ILow-------10.241 1 1 I I I I I I I I I I I I 66---------------1 0-141 2-8 10.80-1.251 6.0-20 10.15-0.3013.6-5.5 1 0 (Low-------10.101 5 1 8 1 4-20 Surrency 114-261 0-1011.50-1.651 2.0-20 10.05-0.1013.6-5.5 1 0 1LOW-------10.101 1 1 126-70110-2311.60-1.851 0.2-2.0 10.06-0.1013.6-5.5 1 0 (Low-------10.151 1 1 170-80122-3SI1.65-1.851 0.2-2.0 10.10-0.1513.6-5.5 1 0 ILow-------IOASI I I ------{ 67--------- 1 0-141 2^8 10.80-1.251 6.0-20 10.15-0.3013.6-5.0 I 0 {LOW-------10.10{ 5 1 8 14-20 Surrency 114-261 0-1011.50-1.651 2.0-20 10.05-0.1013.6-5.0 1 0 ILow-------10.101 1 1 126-70110-2311.60-1.851 0.2-2.0 10.06-0.1013.6-5.5 1 0 ILow-------10.151 1 1 170-80122-3511.65-1.851 0.2-2.0 10.10-0.1513.6-5.5 1 0 ILow-------10.151 1 1 I I I I I I 1 I I I I I 68---------------1 0-181 0 10.20-0.501 6.0-20 10.25-0.3516.1-7.8 1 16-32 ILow-------I----1 2 1 2 1 40-65 Tisonia 118-65160-8511.05-1.4010.00-0.0610.15-0.2016.1-7.8 1 16-32 (High------10.201 1 1 69*--------------1 0-6 1 --- l --- I --- 1 --- i --- I <2 1----------1----1---I --- { --- Urban land Q1- land------1 0-6 1 --- I ___ 1 --- I --- { '-- I <2 1----------I----I---{ --- i I I 1 { I I { I I I I I Leon------------1 0-5 1 1-5 11.30-1.451 6.0-20 10.05-0.1513.5-6.5 1 0-2 ILow-------10.101 5 1 1 1 .5-4 1 5-181 0-3 11.40-1.60{ 6.0-20 10.02-0.05(3.5-6.5 I O-2 (Low-------10.101 I { 118-371 2-8 11.25-1.651 0.6-6.0 10.15-0.3013.5-6.5 1 0-2 ILow-------10.151 1 1 137-451 1-4 11.50-1.651 2.0-20 10.05-0.1013.5-6.5 1 0-2 ILow-------10.101 1 1 145-801 2-8 11.25-1.651 0.2-2.0 10.15-0.3013.5-6.5 1 0-2 ILow-------10.151 1 1 �3 I I I I I i I I I I I I See footnote at end of table. 5 701 r- . Table 1.Runoff Curve Numbers for Hydrologic Soil Cover Complexes (AMC II, I = 0.2S) (SCS, 1983) Curve Numbers for Land Use Description WdQjQgj-c_.qgj.l=W A B C D �$ AB (Vegetation Established) Lawns, open spaces, parks, golf courses, cemeteries, etc. i{(0, good condition: grass cover on 75% or more of the area 39 61 74 80 fair condition: grass cover on 50% to 75% of the area 49 69 79 poor condition: grass cover on 50% or less of the area 68 79 86 89 Paved parking lots, roofs, driveways, etc. 98 98 98 98 Streets and roads: paved with curbs and storm sewers 98 98 98 98 gravel 76 85 89 91 dirt 72 82 87 89 paved with open ditches 83 89 92 93 V CaaMercial and business areas 85 -- 89 92 94 95 Industrial districts 72 81 88 91 Row houses, town houses, and residential with lot sizes 1/8 acre or less 65 77 85 90 92 Residential Average lot size 9 1/4 acre 38 61 75 83 87 1/3 acre 30 57 72 81 86 1/2 acre 25 54 70 80 85 1 acre 20 51 68 79 84 2 acre 12 46 65 77 82 (No Vegetation Established) Newly graded area or bare soil 77 86 91 94 Fenestration Used Name Glass Type No.of Glass SHGC VLT Panes Conductance [Btu/h.sf.F] ApLbWndl SINGLE CLEAR 1 1.0018 0.8150 0.8810 ❑ Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.FBtu] [ft] [Btu/h.ft.F] [lb/cf] [Btu/Ib.F] 264 Mat1264 ALUMINUM, 1/16 IN No 0.0002 0.0050 26.0000 480.00 0.1000 0 214 Mat1214 POLYSTYRENE,EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 ❑ 1-1/4IN, 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 ❑ BOARD,1/21N 151 Matll51 CONC HW,DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 ❑ 41N 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 4 Matl4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 271 Mat1271 2x4@24" oc+RI l Batt No 10.4179 0.2917 0.0280 7.11 0.2000 ❑ 94 Mat194 BUILT-UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ 3/8IN Constructs Used 4/27/2006 EnergyGauge FlaCom v 2.11 9 No Name Simple Massless Conductance Heat mar Construct Construct [Btu/h.sf.F] [Btu/sf.F] 1002 Aluminum door, 1.25 in.polystyrene No No 0.19 0.53 43.67 5.21u, Layer Material Material Thickness Framing No. IN Factor I 264 ALUMINUM, 1/16 IN 0.0050 0.00 ❑ 2 214 POLYSTYRENE,EXP., 1-1/41N, 0.1042 0.00 ❑ 3 264 ALUMINUM, 1/16 IN 0.0050 0.00 ❑ t f No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cf] [h.sf.FBtu] 1004 Concrete floor,carpet and rubber pad No No 0.60 9.33 140.00 1.6703 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 151 CONC AW,DRD, 1401-B,41N 0.3333 0.00 ❑ 2 178 CARPET W/RUBBER PAD 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Iblcf] [h.sf.FBtu] 1019 Metal siding/2x4@24"+Rl 1Batt/5/8"Gyp No No 0.09 1.07 19.38 10.8713 ❑ Layer Material Material Thickness Framing No. IN Factor 1 4 Steel siding 0.0050 0.00 ❑ 2 271 2x4@24"oc+Rl 1 Batt 0.2917 0.00 ❑ 3 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.00 ❑ .1"006 EnergyGauge FlaCom v 2.11 10 r �■s=��asusasaa�■■��sa�� sa��.w� ��rsaa��ss tsa��s��iaoaaBir�i�■ ' ��it��i�=�s�iairr�■a��i �� r i�i�t��=at�a.a R��tla ui��u u■re�t . a��i�eiarl�il��til��uu! �leansla�rta�� i��=�i•��itis i♦Sil itie=iilZ�LiI�L � NORMS mit»iU i=.�t7 EiiZ Il ni��isti��isn ilt�s�nn'AMUtl�� " �enan�n�enn�a■�nrmir�n�■s�rnnrs�mr��m�� ■etin®��■E�nt�nnnntt�r Aunty,AWWAFAM monumill Eno 11 a�■o�i�aaas�i.ar��sn 't■s � s- •sii�i■ 5�� /i!T■ � � iii=Si17_ �r�a�aat��ira■�tss alio tr MORMON, _ t..��=sl�iia �■i �laat AXIlnln �i uuu ""M t[I11llUlm / /tiHfinl[�i�■ _ �• s -un Amm +moi titer ■• NEW ! rl in ��.�� mss,■:aas��.ss ai�o■ia�sa■[�o■a�t�■i:s.s■■...■s��..v �isi�ss� tlii!)I=i�'Lj l�t�a■�s:==i�iis=sf■n�t�■�wrc I�WWAF iiia. =*►si su�ss��■�s.�asi+rii�aruua�i■�■s � a■��aeraisss i=t�.��rat��ar�sts��ra��t=is��s�uaua�s�aa�r ' Lii/tlts%L>LLi�Wti!!'MRi..li!!■tl� �mt'l��i► �wmtiur�i�wtiv��■isa��.n=lnir.�eEn ■��SSr1MOUNMIUMSltRV,,WIUU KUB a i • - - _ . - - . - . . - 1 - A r JOB NUMBER: 10-Aug PROJECT NAME: NEW FRIENDSHIP CHURCH-WET POND DESIGNER: JAMES K. JOHNS DATE: 17-Aug-05 PRE-PROJECT AREA= 36497 S F 0,84 AC, POST PROJECT AREA= 36497 S.F. 0.94 AC. PRE-DEVELOPMENT: IMPERVIOUS AREA= 4275 S.F. 0.10 AC. C= 0.95 GREEN AREA= 32222 S F 034 AC, C= 0.20 C FACTOR = 0.29 Q= (CIA)= 1.8 CFS 100 YEAR STORM POST-DEVELOPMENT: IMPERVIOUS AREA= 19714 S.F. 0.45 AC. C= 0.95 GREEN AREA= 16783 S,F 0.39 AC, C= 0,20 C FACTOR= 0.61 % IMPERVIOUS= 540 % Q= 1.3 CFS 100 YEAR STORM WET DETENTION DESIGN JAMES K. JOHNS 12443 SAN JOSE BLVD; SUITE 702 PROJECT NO,: 6701 JACKSONVILLE, FLORIDA 32223 PROJECT: NEW FRIENDSHIP CHURCH -WET POND 904-425-6711 DATE; 28-Sep-05 DESIGN CALCULATIONS: ACRES "C'. LAND = 0.76 061 LAND = 0.00 0.20 LAND - 0.00 0.20 OFFSITE POND - 0.08 0.98 TOTAL AREA= 0.84 ACRES AVERAGE C= 0 64 TREATMENT VOLUME ONE INCH OF RUNOFF= 1.00 0.84 = 0.07 ACRE-FT 12 2.5 INCHES X IMPERV. *AREA = 0.76 0.540 2.50 = 0 09 ACRE-FT (EXCLUDING POND AREA) 12 THEREFORE USE = 2:5 INCHES x IMPERV.AREA 0.09 ACRE-FT TREATMENT VOLUME DEPTH= 0.09 1 0.07 = 1.16 FT MINIMUM PERMANENT POOL VOLUME_ RESIDENCE TIME = 21 days WET SEASON RAIN. = 30 In. WET SEASON DAYS = 153 days MIN. PERMANENT POOL VOL. = 0.84 x 0.64 x 30 x 21 I 153 12 in/ft 0.18 AC-FT ELEV AREA(sf) AREA(ac) AVE.AREA AC-FT TOP OF BANK;ELEV.= 1200. 4192 010 0.08 0,16 100 YR H.W.L. ELEV. = 11.86 4090 0.09 0.08 0.15 WEIR ELEV. = 11.22 3645 0.08 0.07 0.09 MIN. S.J.R. ELEV.= 11.22 3645 0.08 0.07 0.09 N.W.L ELEV. = 10.00 2782 0.06 0,06 0.00 POND BOTTOM ELEV.= 3.00 7 0.00 POND SIDE SLOPE= 3 : 1 AVE. LAKE AREAS: (HWL-NWL)= 3436 S.F. 0 08 AC (WEIR-NWL)= 3213 S.F. 0.07 AC. SJR TREATED VOL. (WEIR)= 3933 C.F. 0.09 AC-FT PERMANENT POOL VOLUME = 9762 C.F. 0.22 AC-FT > 0.18 AC-FT SUFFICIENT VOLUME DRAWDOWN CALCULATIONS: Q= 1/2 TREATMENT VOL REMOVED IN 24 HOURS H1 = 1.22 FT ORIFICE AREA = Q/C(2gh)^.5 H2 = 0.61 FT = 0.00 S.F. h = 0.88 Fr Q = 0.02 CFS D = 0.08 FT C = 0.64 = 0.93 INCHES MIN. ORIFICE DIA. 2.8 INCHES THEREFORE USE 2.8 INCH DIA. ORIFICE / PROJECT, NEW FRIENDSHIP CHURCH-WET POND JAMES K. JOHNS PROJ. No.: 5701 12443 SAN JOSE BLVD; SUITE 702 ,DATE: 17-Aug-05 JACKSONVILLE, FLORIDA 32223 904-425-6711 LAND AREA 0,76 Ac. C= 061 LAND AREA 0.00 Ac. C = 0.20 DESIGN STORM 100 YR POND ARFJ 0.08 Ac, C= 0.98 PERMEABILITY RATE 0 00 INIHR TOTAL AC, 0,84 Top of pond berm 12.00 FT Elevation of weir 11.22 FT WEIR SIZE Water Surface Elev. 10.00 FT CIPOLLETTI WEIR 0.00 Bottom of Pond(MSL) 3 00 FT RECTANGULAR WEIR 0.50 SUBMERGED ORIFICE 000 Max Discharge 1,"1 CFS Max Stage 11.86 FT DELTA DELTA INFLOW INCR OUTFLOW INCR. CUM. DURATION RAINFALL T R VOLUME STAGE HWID DISCHARGE VOLUME VOLUME VOLUME STAGE (hr-min) (in.) (min_) (ft.) (ac-fit) (ft.) (ft.) (cis.) (ac-ft) (ac-ft) (ac-fit) (ft.) -1 0.212 1 0.0177 0.0095 0.119 0.00 0.00 0.00 0.01 0.01 10.12 -2 0.409 1 0.0164 0.0088 0.110 0.00 0.00 0.00 0.01 0.02 10.23 -3 0.592 1 0.0153 0.0082 0.102 0.00 0.00 0.00 0.01 0.03 10.33 -4 0.763 1 0.0142 0.0076 0.096 0.00 0.00 0.00 0.01 0.03 10.43 -5 0.923 1 0.0133 0.0072 0.090 0.00 0.00 0.00 0.01 0.04 10.52 -6 1.074 1 0.0125 0.0067 0.084 0.00 0.00 0.00 O.Ot 0.05 10.60 -7 1.215 1 0.0118 0.0063 0.079 0.00 0.00 0.00 0.01 0.05 10.68 -8 1.349 1 0.0112 0.0060 0.075 0.0D 0.00 0.00 0.01 0.06 10.75 -9 1.476 1 0.0106 0.0057 0.071 0.00 0.00 0.00 0.01 0.07 10.82 0-10 1.596 1 0.0100 0.0054 0.067 0.00 0.00 0.00 0.01 0.07 10.89 0-11 1.710 1 0.0095 0.0051 0.064 0.00 0.00 0.00 0.01 0.08 10.96 0-12 1.819 1 0.0091 O.OD49 0.061 0.00 0.00 0.00 0.00 0.08 11.02 0-13 1.923 1 0.0086 0.0046 0.058 0.00 0.00 0.00 0.00 0.09 11.07 0-14 2.022 1 0.0083 O.OD44 0.055 0,00 O.OD 0.00 0.00 0.09 11.13 0.15 2.116 1 0,0079 0.0042 0.053 0.00 0.00 0.00 0.00 0.09 11.18 0-20 2.536 5 0.0350 0.0138 0.235 0.08 O.D4 0.00 0.02 0.11 11.41 0-25 2.886 5 0.0291 0.0156 0.195 0.29 0.26 0.00 0.01 0.13 11.59 0-30 3.183 5 0.0248 0.0133 0.166 0.45 0.50 0.00 0.01 0.14 11.71 0-45 3.872 15 0.0574 0.0306 0.385 0.68 0.93 0.02 0.01 0.15 11.86 1-0 4.373 15 0.0418 0.0224 0.280 0.77 1 A 3 D.D2 0.00 0.15 11.84 1-15 4.765 15 0.0327 0.0175 0.219 0.73 1.04 0.02 0.00 0.14 11.80 1-30 5.088 15 0.0267 0.0144 0.179 0.66 0.90 0.02 0.00 OA4 11.74 1-45 5.358 15 0.0226 0.0122 0.152 0.60 0.77 0.02 0.00 0.14 11.70 2-0 5.593 15 0.0196 0.0105 0.132 0.54 0.66 0.01 0.00 0.13 11.66 2-15 5.801 15 0.0173 0.0093 0.116 0.49 0.58 0.01 0.00 0.13 11.63 2-30 5.987 15 0.0155 0.0083 0AG4 O4 0.45 0.51 0.01 0.00 0.13 11.60 245 6.155 15 0.0140 0.0075 0.094 0.42 0.46 0.01 0.00 0.13 11.57 3-0 6.309 15 0.0128 0.0069 0.086 0.39 0.41 0:01 0.00 0.12 11.55 3-15 6.451 15 0.0118 0.0064 0.079 0.37 0.38 0.01 0.00 0.12 11.54 3-30 6.583 15 0.0110 0.0059 0.074 0.35 0.35 0.01 0.00 0.12 11.52 3-45 6.706 15 0.0103 0.0055 0.069 0.33 0.32 0.01 0.00 0,12 11.51 4-0 6.821 15 0.0096 0.0052 0.065 0.32 0.30 0.01 0.00 0.12 11.50 6-0 7.556 120 0.0612 0.0329 0.411 0.48 0.55 0.09 -0.06 0.06 10.77 8-0 8.091 120 0.0446 0.0239 0.299 0.00 0.00 0.00 0.02 0.09 1 7 12-0 8.872 240 0.0651 0.0350 0.437 0.07 0.03 0.01 0.D3 0.11 11.39 24-0 10.310 720 0.1198 0.0643 0.804 0.57 0.72 0.71 -0.65 0. f 10.00 WET DETENTION DESIGN JAMES K. JOHNS 12443 SAN JOSE BLVD; SUITE 702 PROJECT NO.: 5701 JACKSONVILLE, FLORIDA 32223 PROJECT: NEW FRIENDSHIP CHURCH -WET POND 904425-6711 DATE: 28-Sep-05 DESIGN CALCULATIONS: ACRES LAND = 0.76 0.61 LAND = 0.00 0.20 LAND = 0.00 0.20 OFFSITE POND = 0.08 0.98 TOTAL AREA= 0.84 ACRES AVERAGE C= 0.64 TREATMENT VOLUME : ONE INCH OF RUNOFF= 1.00 0.84 = 0.07 ACRE-FT 12 2.5 INCHES X IMPERV. *AREA = 0.76 * 0.540 2.50 = 0.09 ACRE-FT (EXCLUDING POND AREA) 12 THEREFORE USE= 2.5 INCHES x IMPERV.AREA 0.09 ACRE-FT TREATMENT VOLUME DEPTH= 0.09 / 0.07 = 1.16 FT MINIMUM PERMANENT POOL VOLUME: RESIDENCE TIME = 21 days WET SEASON RAIN. = 30 in. WET SEASON DAYS = 153 days MIN. PERMANENT POOL VOL. = 0.84 x 0.64 x 30 x 21 / 153 12 in/ft = 0.18 AC-FT ELEV AREA(sf) AREA(ac) AVE.AREA AC-FT TOP OF BANK ELEV.= 12.00 4192 0.10 0.08 0.16 5 YR H.WL. ELEV. = 11.44 3800 0.09 0.08 0.11 WEIR ELEV. = 11.22 3645 0.08 0.07 0.09 MIN. S.J.R. ELEV.= 11.22 3645 0.08 0.07 0.09 N.W.L. ELEV. = 10.00 2782 0.06 0.06 0.00 POND BOTTOM ELEV.= 3.00 7 0.00 POND SIDE SLOPE= 3 : 1 AVE. LAKE AREAS: (HWL-NWL)= 3291 S.F. 0.08 AC. (WEIR-NWL)= 3213 S.F. 0.07 AC. SJR TREATED VOL. (WEIR)= 3933 C.F. 0.09 AC-FT PERMANENT POOL VOLUME = 9762 C_F. 0.22 AC-FT > 0.18 AC-FT SUFFICIENT VOLUME DRAWDOWN CALCULATIONS: Q = 1/2 TREATMENT VOL REMOVED IN 24 HOURS Hi = 1.22 FT ORIFICE AREA = Q/C(2gh)".5 H2 = 0.61 FT = 0.00 S.F. h = 0.88 FT Q = 0.02 CFS D = 0.08 FT C = 0.64 = 0.93 INCHES MIN. ORIFICE DIA. = 2.8 INCHES / THEREFORE USE 2.8 INCH DIA. ORIFICE ` / .PROJECT: NEW FRIENDSHIP CHURCH -WET POND JAMES K. JOHNS 'PROJ. No.: 5701 904-425-6711 DATE: 17-Aug-05 MEAN ANNUAL RAINFALL 4.8 IN LAND AREA 0.76 Ac. C = 0.61 PREDEV. 'c' FACTOR = 0.288 LAND AREA 0.00 Ac. C = 0.20 PREDEV. DISCHARGE= 1.25 CFS POND AREA 0.08 Ac. C = 0.98 TOTAL AC. 0.84 Ac. C= 0.64 Top of pond berm 12.00 FT Elevation of weir 11.22 FT WEIR SIZE Water Surface Elev. 10.00 FT CIPOLLETTI WEIR 0.00 Bottom of Pond (MSL) 3.00 FT RECTANGULAR WEIR 0.50 SUBMERGED ORIFICE 0.00 Max Discharge 0.67 CFS Max Stag a 11.68 FT DELTA DELTA INFLOW INCR DISCH. INCR. CUM. DURATION RAINFALL T R VOLUME STAGE HW/D DISCH. VOLUME VOL. VOL. STAGE (hr) (in.) (min.) (ft.) (ac-ft) (ft.) (ft.) (cfs.) (ac-ft) (ac-ft) (ac-ft) (ft.) 0.25 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.00 10.01 0.50 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.00 10.01 0.75 0.004 15 0.0003 0.0002 0.003 0.00 0.00 0.00 0.00 0.00 10.01 1.00 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.00 10.02 1.25 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.00 10.02 1.50 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.00 10.03 1.75 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.00 10.03 2.00 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.00 10.04 2.25 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.00 10.05 2.50 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.00 10.05 2.75 0.012 15 0.0010 0.0006 0.008 0.00 0.00 0.00 0.00 0.00 10.06 3.00 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.01 10.06 3.25 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.01 10.07 3.50 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.01 10.07 3.75 0.012 15 0.0010 0.0006 0.008 0.00 0.00 0.00 0.00 0.01 10.08 4.00 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.01 10.09 4.25 0.012 15 0.0010 0.0006 0.008 0.00 0.00 0.00 0.00 0.01 10.10 4.50 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.01 10.10 4.75 0.012 15 0.0010 0.0006 0.008 0.00 0.00 0.00 0.00 0.01 10.11 5.00 0.012 15 0.0010 0.0006 0.008 0.00 0.00 0.00 0.00 0.01 10.12 5.25 0.008 15 0.0007 0.0004 0.005 0.00 0.00 0.00 0.00 0.01 10.12 5.50 0.012 15 0.0010 0.0006 0.008 0.00 0.00 0.00 0.00 0.01 10.13 5.75 0.012 15 0.0010 0.0006 0.008 0.00 0.00 0.00 0.00 0.01 10.14 6.00 0.012 15 0.0010 0.0006 0.008 0.00 0.00 0.00 0.00 0.01 10.15 6.25 0.016 15 0.0013 0.0009 0.011 0.00 0.00 0.00 0.00 0.01 10.16 6.50 0.012 15 0.0010 0.0006 0.008 0.00 0.00 0.00 0.00 0.01 10.16 6.75 0.012 15 0.0010 0.0006 0.008 0.00 0.00 0.00 0.00 0.01 10.17 7.00 0.016 15 0.0013 0.0009 0.011 0.00 0.00 0.00 0.00 0.01 10.18 7.25 0.016 15 0.0013 0.0009 0.011 0.00 0.00 0.00 0.00 0.02 10.19 7.50 0.016 15 0.0013 0.0009 0.011 0.00 0.00 0.00 0.00 0.02 10.20 7.75 0.016 15 0.0013 0.0009 0.011 0.00 0.00 0.00 0.00 0.02 10.22 8.00 0.016 15 0.0013 0.0009 0.011 0.00 0.00 0.00 0.00 0.02 10.23 8.25 0.02 15 0.0017 0.0011 0.013 0.00 0.00 0.00 0.00 0.02 10.24 8.50 0.02 15 0.0017 0.0011 0.013 0.00 0.00 0.00 0.00 0.02 10.25 8.75 0.02 15 0.0017 0.0011 0.013 0.00 0.00 0.00 0.00 0.02 10.27 9.00 0.02 15 0.0017 0.0011 0.013 0.00 0.00 0.00 0.00 0.02 10.28 9.25 0.032 15 0.0027 0.0017 0.021 0.00 0.00 0.00 0.00 0.02 10.30 9.50 0.032 15 0.0027 0.0017 0.021 0.00 0.00 0.00 0.00 0.03 10.32 9.75 0.032 15 0.0027 0.0017 0.021 0.00 0.00 0.00 0.00 0.0 0.34 10.00 0.04 15 0.0033 0.0021 0.027 0.00 0.00 0.00 0.00 0.0 10.37 10.25 0.044 15 0.0037 0.0023 0.029 0.00 0.00 0.00 0.00 10.40 �a DELTA DELTA INFLOW INCR DISCH, INCR. CUM. DURATION RAINFALL T R VOLUME STAGE HW/D DISCH. VOLUME VOL. VOL. STAGE (hr) (in.) (min.} ft. ac-ft ft. (ft. (cfs.) (aft) (ac-ft) (ac-ft} ft. 10.50 0.048 15 0.0040 0.0026 0.032 0.00 0.00 0.00 0.00 0.03 10.43 10.75 0.072 15 0.0060 0.0038 0.048 0.00 0.00 0.00 0.00 0.04 10.48 11.00 0.084 15 0.0070 0.0045 0.056 0.00 0.00 0.00 0.00 0.04 10.53 11.25 0.104 15 0.0087 0.0055 0.069 0.00 0.00 0.00 0.01 0.05 10.60 11.50 0.132 15 0.0110 0.0070 0.088 0.00 0.00 0.00 0.01 0.06 10.69 11.75 0.436 15 0.0363 0.0232 0.290 0.00 0.00 0.00 0.02 0.08 10.98 12.00 1.08 15 0.0900 0.0575 0.719 0.12 0.07 0.00 0.06 0.13 11.68 12.25 0.256 15 0.0213 0.0136 0.170 0.54 0.67 0.01 0.00 0.13 11.68 12.50 0.204 15 0.0170 0.0109 0.136 0.52 0.63 0.01 0.00 0.13 11.65 12.75 0.116 15 0.0097 0.0062 0.077 0.47 0.53 0.01 0,00 0.13 11.59 13.00 0.092 15 0.0077 0.0049 0.061 0.40 0.42 0.01 0.00 0.12 11.55 13.25 0.08 15 0.0067 0.0043 0.053 0.35 0.34 0.01 0.00 0.12 11.51 13.50 0.068 15 0.0057 0.0036 0.045 0.31 0.29 0.01 0.00 0.12 11.48 1.3.75 0.044 15 0.0037 0.0023 0.029 0.27 0.24 0.00 0.00 0.12 11.45 14.00 0.04 15 0.0033 0.0021 0.027 0.24 0.19 0.00 0.00 0.11 11.43 14.25 0.036 15 0.0030 0.0019 0.024 0.21 0.17 0.00 0.00 0.11 11.41 14.50 0.036 15 0.0030 0.0019 0.024 0.20 0.14 0.00 0.00 0.11 11.39 14.75 0.032 15 0.0027 0.0017 0.021 0.18 0,13 0.00 0.00 0.11 11.38 15.00 0.028 15 0.0023 0.0015 0.019 0.17 0.11 0.00 0.00 0.11 11.37 15.25 0.02 15 0.0017 0.0011 0.013 0.15 0.10 0.00 0.00 0.11 11.36 15.50 0.02 15 0.0017 0.0011 0.013 0.14 0.09 0.00 0.00 0.11 11.35 15.75 0.02 15 0.0017 0.0011 0.013 0.13 0.08 0.00 0.00 0.11 11.34 16.00 0.016 15 0.0013 0.0009 0.011 0.12 0.07 0.00 0.00 0.11 11.33 16.25 0.016 15 0.0013 0.0009 0.011 0.12 0.07 0.00 0.00 0.11 11.33 16.50 0.016 15 0.0013 0.0009 0.011 0.11 0.06 0.00 0.00 0.11 11.32 16.75 0.016 15 0.0013 0.0009 0.011 0.10 0.06 0.00 0.00 0.11 11.32 17.00 0.016 15 0.0013 0.0009 0.011 0.10 0.05 0.00 0.00 0.11 11.32 17.25 0.012 15 0.0010 0.0006 0.008 0.10 0.05 0.00 0.00 0.10 11.31 17.50 0.016 15 0.0013 0.0009 0.011 0.09 0.05 0.00 0.00 0.10 11.31 17.75 0.012 15 0.0010 0.0006 0.008 0.09 0.04 0.00 0.00 0.10 11.31 18.00 0.012 15 0.0010 0.0006 0.008 0.09 0.04 0.00 0.00 0.10 11.30 18.25 0.012 15 0.0010 0.0006 0.008 0.08 0.04 0.00 0.00 0.10 11.30 18.50 0.012 15 0.0010 0.0006 0.008 0.08 0.04 0.00 0.00 0.10 11.30 18.75 0.012 15 0.0010 0.0006 0.008 0.08 0.04 0.00 0.00 0.10 11.30 19.00 0.012 15 0.0010 0.0006 0.008 0.08 0.04 0.00 0.00 0.10 11.30 19.25 0.012 15 0.0010 0.0006 0.008 0.08 0.04 0.00 0.00 0.10 11.29 19.50 0.008 15 0.0007 0.0004 0.005 0.07 0.03 0.00 0.00 0.10 11.29 19.75 0.012 15 0.0010 0.0006 0.008 0.07 0.03 0.00 0.00 0.10 11.29 20.00 0.008 15 0.0007 0.0004 0.005 0.07 0.03 0.00 0.00 0.10 11.29 20.25 0.012 15 0.0010 0.0006 0.008 0.07 0.03 0.00 0.00 0.10 11.29 20.50 0.008 15 0.0007 0.0004 0.005 0.07 0.03 0.00 0.00 0.10 11.29 20.75 0.008 15 0.0007 0.0004 0.005 0.07 0.03 0.00 0.00 0.10 11.28 21.00 0.008 15 0.0007 0.0004 0.005 0.06 0.03 0.00 0.00 0.10 11.28 21.25 0.012 15 0.0010 0.0006 0.008 0.06 0.03 0.00 0.00 0.10 11.28 21.50 0.008 15 0.0007 0.0004 0.005 0.06 0.03 0.00 0.00 0.10 11.28 21.75 0.008 15 0.0007 0.0004 0.005 0.06 0.03 0.00 0.00 0.10 11.28 22.00 0.008 15 0.0007 0.0004 0.005 0.06 0.02 0.00 0.00 0.10 11.28 22.25 0.008 15 0.0007 0.0004 0.005 0.06 0.02 0.00 0.00 0.10 11.28 22.50 0.008 15 0.0007 0.0004 0.005 0.06 0.02 0.00 0.00 0.10 11.28 22.75 0.008 15 0.0007 0.0004 0.005 0.06 0.02 0.00 0.00 0.10 11.28 23.00 0.008 15 0.0007 0.0004 0.005 0.06 0.02 0.00 0.00 0.10 11.28 23.25 0.008 15 0,0007 0.0004 0.005 0.06 0.02 0.00 0.00 0.10 11.28 23.50 0,008 15 0.0007 0.0004 0.005 0.06 0.02 0.00 0.00 0.10 11.28 23.75 0.008 15 0.0007 0.0004 0.005 0.06 0.02 0.00 0.00 0.10 1/..28 24.00 0.004 15 0.0003 0.0002 0.003 0.05 0.02 0.00 0.00 0.1 11.27 JOB NUMBER: 5701-N PROJECT NAME: NEW FRIENDSHIP-PARKING N. DESIGNER: DATE: 27-Auo5 SITE AREA= 5322 S.F. 0.12 AC. PRE-DEVELOPMENT: IMPERVIOUS AREA= 0 S.F. 0.00 AC. C= 0.95 GREEN AREA= 5322 S.F. 0.12 AC. C= 0.30 C FACTOR = 0.30 Q=(CIA)= 0,38 CFS 100 YEAR STORM POST-DEVELOPMENT: IMPERVIOUS AREA= 4790 S.F. 0.11 AC. C= 0.95 GREEN AREA 532 S.F. 0.01 AC. C= 0.20 C FACTOR= 0.88 PERCENT IMPERVIOUS= 90 % Q = 0.31 CFS 100 YEAR STORM SEASONAL HIGH WATER DEPTH= 2 POND BOTTOM ELEVATION = 11.75 SHWL ELEVATION = 9.75 MEETS SJR REQUIREMENTS DRY DETENTION DESIGN PROJECT NO.: 5701-N PROJECT: NEW FRIENDSHIP-PARKING N. DATE: 27-Aug-05 DESIGN CALCULATIONS: ACRES "C' LAND = 0.10 0.88 LAND = 0.00 0.30 LAND = 0.00 0.30 OFFSITE POND = 0.02 0.98 TOTAL AREA= 0.12 ACRES AVERAGE C= 0.89 TREATMENT VOLUME: OFF-LINE TREATMENT(YIN) : Y RUNOFF CALCULATION= 1.00 * 0.12 = 0.01 ACRE-FT 12 2.5 INCHES X IMPERV. = 0.12 2.50 * 0.90 = 0.02 ACRE-FT 12 THEREFORE USE= 2.5 INCHES x IMPERV. AREA 0.02 ACRE-FT TREATMENT VOLUME DEPTH = 0.02 / 0.02 = 1.40 FT ELEV AREA(sf) AREA(ac) AVE.AREA AC-FT TOP OF BANK ELEV.= 13.25 1594 0.04 0.02 0.03 100 YR N.W.L. ELEV. = 13.09 1436 0.03 0.02 0.02 WEIR ELEV. = 12.99 1335 0.03 0.02 0.02 MIN. S.J.R. ELEV.= 12.99 1335 0.03 0.02 0.02 POND BOTTOM ELEV.= 11.75 91 0.00 0.00 POND SIDE SLOPE= 3 : 1 AVE. LAKE AREAS: (HWL-NWL)= 764 S.F, 0.02 AC. (WEIR-NWL)= 713 S.F. 0.02 AC. SJR TREATED VOL. (WEIR)= 885 C.F. 0.02 AC-FT DRAWDOWN CALCULATIONS: Q = 1/2 TREATMENT VOL REMOVED IN 24 HOURS H1 = 1.24 FT ORIFICE AREA = Q I C(2gh)^.5 H2 = 0.62 FT - 0.001 S.F. h = 0.93 FT Q = 0.01 CFS D = 0.04 FT C = 0.89 ORIFICE DIA. = 0.5 INCHES ORIFICE ELEV - 11.75 4 ' U i PROJECT: NEW FRIENDSHIP-PARKING N. PROJ. No.: 5701-N PATE: 28-Sep-05 LAND AREA 0.103 Ac. C= 0.88 LAND AREA 0.000 Ac. C= 0.30 DESIGN STORM 100 YR POND AREF 0.019 Ac. C= 0.98 PERMEABILITY RATE 0.52 IN/HR TOTAL AC. 0.122 Top of pond berm 13.25 FT Elevation of weir 12.99 FT WEIR SIZE Water Surface Elev, 11.75 FT CIPOLLETTI WEIR 0.00 Bottom of Pond(MSL) 11.75 FT RECTANGULAR WEIR 0.75 SUBMERGED ORIFICE 0.00 DELTA DELTA INFLOW INCR OUTFLOW INCR. CUM. DURATION RAINFALL T R VOLUME STAGE HW/D DISCHARGE VOLUME VOLUME VOLUME STAGE (hr-min) (in.) (min.) (ft,) (ac-ft) (ft.) (ft.) (cfs.) (ac-ft) (ac-ft) (ac-ft) (ft.) -1 0.212 1 0.0177 0:0019 0.099 0.00 0.00 0.00 0.00 0.00 11.85 -2 0.409 1 0.0164 0.0018 0.091 0.00 0.00 0.00 0.00 0.00 11.94 -3 0592 1 0.0153 0.0017 0.084 0.00 0.00 0.00 0.00 0.01 12.02 -4 0.763 1 0.0142 0.0016 0.077 0.00 0.00 0.00 0.00 0.01 12.10 -5 0.923 1 0.0133 0.0015 0.072 0.00 0.00 0.00 0.00 0.01 12.17 -6 1.074 1 0.0125 0.0014 0.066 0.00 0.00 0.00 0.00 0.01 12.24 -7 1.215 1 0.0118 0.0013 0.061 0.00 0.00 0.00 0.00 0.01 12.30 -8 1.349 1 0.0112 0.0012 0.057 0.00 0.00 0.00 0.00 0.01 12.36 -9 1.476 1 0.0106 0.0011 0.053 0.00 0.00 0.00 0.00 0.01 12.41 0-10 1.596 1 0.0100 0,0011 0.049 0.00 0.00 0.00 0.00 0.01 12.46 0-11 1.710 1 0.0095 0.0010 0.046 0.00 0.00 0.00 0.00 0.01 12.51 0-12 1.819 1 0.0091 0.0010 0.042 0.00 0.00 0.00 0.00 0.02 12.55 0-13 1.923 1 0.0086 0.0009 0.039 0.00 0.00 0.00 0.00 0.02 12.59 0-14 2.022 1 0.0083 0,0009 0.036 0.00 0.00 0.00 0.00 0.02 12.62 0-15 2.116 1 0.0079 0.0009 0.034 0.00 0.00 0.00 0.00 0.02 12.66 0-20 2.536 5 0.0350 0,0038 0.183 0.00 0.00 0.00 0.00 0.02 12.84 0-25 2.886 5 0.0291 0.0032 0.146 0.00 0.00 0.00 0.00 0.02 12.99 0-30 3.183 5 0.0248 0.0027 0.118 0.05 0.03 0.00 0.00 0.03 13.09 0-45 3.872 15 0.0574 0.0063 0.291 0.25 0.31 0.01 0.00 0.03 13.06 1-0 4.373 15 0.0418 0.0046 0.192 0.16 0.16 0.00 0.00 0.03 13.08 1-15 4.765 15 0.0327 0.0036 0.130 0.15 0.14 0.00 0.00 0.03 13.05 1-30 5.086 15 0.0267 0.0029 0.086 0.10 0.08 0.00 0.00 0.03 13.05 1-45 5.358 15 0.0226 0.0025 0.052 0.08 0.06 0.00 0.00 0.02 13.04 2-0 5.593 15 0.0196 0.0021 0.024 0.06 0.03 0.00 0.00 0.02 13.02 2-15 5.801 15 0.0173 0.0019 0.000 0.03 0.01 0.00 0.00 0.02 13.01 2-30 5.987 15 0.0155 0.0017 -0.021 0.00 0.00 0.00 0.00 0.02 12.99 3-0 6.309 30 0.0269 0.0029 0.022 0.01 0.00 0.00 0.00 0.02 13.01 4-0 6.821 60 0.0427 0.0046 0.068 0.05 0.03 0.00 0.00 0.02 12.96 6-0 7.556 120 0.0612 0.0067 0.085 0.01 0.00 0.00 0,00 0.02 13.02 8-0 8.091 120 0.04460.0049 -0.095 0.00 0.00 0.00 0.00 0.02 12.93 12-0 8.872 240 0.0651 0.0071 -0.152 0.00 0.00 0.00 0.00 0.02 12.77 24-0 10.310 720 0.1198 0.0131 -0.362 0.00 0.00 0.00 -0.01 0.01 12.41 DRY DETENTION DESIGN PROJECT NO.: 5701-N PROJECT: NEW FRIENDSHIP-PARKING N. DATE: 27-Aug-05 DESIGN CALCULATIONS: ACRES LAND = 0.10 0.88 LAND = 0.00 0.30 LAND = 0.00 0.30 OFFSITE POND = 0.02 0.98 TOTAL AREA= 0.12 ACRES AVERAGE C= 0.89 TREATMENT VOLUME: OFF-LINE TREATMENT(YIN): Y RUNOFF CALCULATION= 1.00 0.12 = 0.01 ACRE-FT 12 2.5 INCHES X IMPERV. = 0.12 2.50 0.90 - 0.02 ACRE-FT 12 THEREFORE USE= 2.5 INCHES x IMPERV. AREA 0.02 ACRE-FT TREATMENT VOLUME DEPTH= 0.02 1 0.02 = 1.40 FT ELEV AREA(sq AREA(ac) AVE.AREA AC-FT TOP OF BANK ELEV.= 13.25 1594 0.04 0.02 0.03 5 YR H.WL. ELEV. = 12.71 1055 0.02 0.01 0.01 WEIR ELEV. = 12.99 1335 0.03 0.02 0.02 MIN. S.J.R. ELEV.= 12.99 1335 0.03 0.02 0.02 POND BOTTOM ELEV.= 11.75 91 0.00 0.00 POND SIDE SLOPE= 3 : 1 AVE. LAKE AREAS: (HWL-NWL)= 573 S.F, 0.01 AC. (WEIR-NWL)= 713 S.F. 0.02 AC. SJR TREATED VOL. (WEIR)= 885 C.F. 0.02 AC-FT DRAWDOWN CALCULATIONS: Q = 1/2 TREATMENT VOL REMOVED IN 24 HOURS H1 = 1.24 FT ORIFICE AREA = Q/C(2gh)^.5 H2 = 0.62 FT = 0.001 S.F. h = 0.93 FT Q = 0.01 CFS D = 0.04 FT C = 0.89 ORIFICE DIA. = 0.5 INCHES ORIFICE ELEV = 11.75 C f'J -• r r• I r i 1 1 : r •- • r 1 rI• • •/ r r • '• r t i t 1 WKWIl r r • rMamma DURATION RAINFALL • r r i • • • •I': ® • IIi 1 t!t { ii• • iT • 11 t it • •1 1 Y! i t / ih: � • 111 t •11 ! r1• i f1 t 1R iii • •• 1 Ii t II � ! i!• i i'f•f f Yf ! •I 1 !f t f! i !I • 11 F! • /•: ® 1 It• I ILIwere 77 1 ! •t m I! 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DESIGNER: DATE: 27-Aug-05 SITE AREA= 12896 S.F. 0.30 AC. PRE-DEVELOPMENT: IMPERVIOUS AREA 0 S.F. 0.00 AC. C= 0.95 GREEN AREA= 12896 S.F. 0.30 AC. C= 0.30 C FACTOR= 0.30 Q=(CIA)= 0.92 CFS 100 YEAR STORM POST-DEVELOPMENT: IMPERVIOUS AREA= 11606 S.F. 0.27 AC. C= 0.95 GREEN AREA= 1290 S.F. 0.03 AC. C= 0.20 C FACTOR= 0.88 PERCENT IMPERVIOUS= 90 % Q = 0.37 CFS 100 YEAR STORM SEASONAL HIGH WATER DEPTH = 2.5 POND BOTTOM ELEVATION = 10.75 SHWL ELEVATION = 8.25 MEETS SJR REQUIREMENTS i" DRY DETENTION DESIGN PROJECT NO.: 5701-S PROJECT: NEW FRIENDSHIP-PARKING S. DATE: 27-Aug-06 DESIGN CALCULATIONS: ACRES "C" LAND = 0.25 0.88 LAND - 0.00 0.30 LAND = 0.00 0.30 OFFSITE POND - 0.04 0.98 TOTAL AREA= 0.30 ACRES AVERAGE C= 0.89 TREATMENT VOLUME : OFF-LINE TREATMENT(YIN) : Y RUNOFF CALCULATION = 1.00 0.30 - 0.02 ACRE-FT 12 2.5 INCHES X IMPERV. = 0.30 2.50 0.90 = 0.06 ACRE-FT 12 THEREFORE USE= 2.5 INCHES x IMPERV.AREA 0.06 ACRE-FT TREATMENT VOLUME DEPTH= 0.06 1 0.03 = 1.60 FT ELEV AREA(sf) AREA(ac) AVE.AREA AC-FT TOP OF BANK ELEV.= 12.75 3396 0.08 0.04 0.08 100 YR H.W.L. ELEV. = 12.46 2942 0.07 0.04 0.06 WEIR ELEV. = 12.38 2806 0.06 0.03 0.06 MIN. S.J.R. ELEV.= 12.38 2806 0.06 0.03 0.06 POND BOTTOM ELEV.= 10.75 215 0.00 0.00 POND SIDE SLOPE= 3 : 1 AVE. LAKE AREAS: (HWL-NWL)= 1578 S.F. 0.04 AC. (WEIR-NWL)= 1511 S.F. 0.03 AC. SJR TREATED VOL. (WEIR) = 2462 C.F. 0.06 AC-FT DRAWDOWN CALCULATIONS: Q= 1/2 TREATMENT VOL REMOVED IN 24 HOURS H1 = 1.63 FT ORIFICE AREA = Q/C(2gh)^.5 H2 = 0.81 FT = 0.003 S.F. h = 1.22 FT Q = 0.01 CFS D = 0.06 FT C = 0.89 ORIFICE DIA. = 0.7 INCHES ORIFICE ELEV = 10.75 f PROJECT: NEW FRIENDSHIP-PARKING S. PROJ. No.: 5701-S DATE: 28-Sep-05 LAND AREA 0.255 Ac. C= 0.88 LAND AREA 0.000 Ac. C= 0.30 DESIGN STORM 100 YR POND AREF 0.041 Ac. C= 0.98 PERMEABILITY RATE 1.01 IN/HR TOTAL AC. 0.296 Top of pond berm 12.75 FT Elevation of weir 12.38 FT WEIR SIZE Water Surface Elev. 10.75 FT CIPOLLETTI WEIR 0.00 Bottom of Pond (MSL) 10.75 FT RECTANGULAR WEIR 1.50 SUBMERGED ORIFICE 0.00 DELTA DELTA INFLOW INCR OUTFLOW INCR. CUM. DURATION RAINFALL T R VOLUME STAGE HWID DISCHARGE VOLUME VOLUME VOLUME STAGE (hr-min) (in.) (min.) (ft.) (ac-ft (ft-) (ft.) (cfs.) (ac-ft) (ac-ft) (ac-ft) (ft.) 0.212 1 0.0177 0.0047 0.111 0.00 0.00 0.00 0.00 0.00 10.86 -2 0.409 1 0.0164 0.0043 0.101 0.00 0.00 0.00 0.00 0.01 10.96 -3 0.592 1 0.0153 0.0040 0.093 0.00 0.00 0.00 0.00 0.01 11.06 -4 0.763 1 0.0142 0.0038 0.085 0.00 0.00 0.00 0.00 0.02 11.14 -5 0.923 1 0.0133 0.0035 0.078 0.00 0.00 0.00 0.00 0.02 11.22 -6 1.074 1 0.0125 0.0033 0.071 0.00 0.00 0.00 0.00 0.02 11.29 -7 1.215 1 0.0118 0.0031 0.065 0.00 0.00 0.00 0.00 0.03 11.35 -8 1.349 1 0.0112 0.0029 0.060 0.00 0.00 0.00 0.00 0.03 11.41 -9 1.476 1 0.0106 0.0028 0.054 0.00 0.00 0.00 0.00 0.03 11.47 0-10 1,596 1 0.0100 0.0026 0.050 0.00 0.00 0.00 0.00 0.03 11.52 0-11 1.710 1 0.0095 0.0025 0.045 0.00 0.00 0.00 0.00 0.03 11.56 0-12 1.819 1 0.0091 0.024 0.041 0.00 0.00 0.00 0.00 0.04 11.60 0-13 1.923 1 0.0086 0.0023 0.037 0.00 0.00 0.00 0.00 0.04 11.64 0-14 2.022 1 0.0083 0.0022 0.033 0.00 0.00 0.00 0.00 0.04 11.67 0-15 2.116 1 0.0079 0.0021 0.029 0.00 0.00 0.00 0.00 0.04 11.70 0-20 2.536 5 0.0350 0.0092 0.194 0.00 0.00 0.00 0.01 0.05 11.90 0-25 2.886 5 0.0291 0.0077 0.150 0.00 0.00 0.00 0.01 0.05 12.05 0-30 3.183 5 0.0248 0.0065 0.116 0.00 0.00 0.00 0.00 0.06 12.16 0-45 3.872 15 0.0574 0.0151 0.302 0.00 0.00 0.00 0.01 0.07 12.46 1-0 4.373 15 0.0418 0.0110 0.182 0.18 0.37 0.01 0.00 0.07 12.46 1-15 4765 15 0.0327 0.0086 0.103 0.13 0.25 0.01 O.OD 0.07 12.44 1-30 5.086 15 0.0267 0.0070 0.044 0.09 0.12 0.00 0.00 0.07 12.42 1-45 5.358 15 0.0226 0.0060 -0.003 0.D4 0.05 0.00 0.00 0.07 12.40 2-0 5.593 15 0.0196 0.0052 -0.043 0.00 0.00 0.00 0.00 0.07 12.36 2-15 5.801 15 0.0173 0.0046 -0.079 0.00 0.00 0.00 0.00 0.06 12.28 2-30 5.987 15 0.0155 0.0041 -0.112 0.00 0.00 0.00 0.00 0.06 12.16 3-0 6.309 30 0.0269 0.0071 -0.081 0.00 0.00 0.00 0.00 0.06 12.08 4-0 6.821 60 OZ427 0.0112 -0.065 0.00 0.00 0.00 0.00 0.05 12.02 6-0 7.556 120 0.0612 0.0161 -0.115 0.00 0.00 0.00 0.00 0.05 11.90 8-0 8.091 120 0.0446 0.0117 -0.389 0.00 0.00 0.00 -0.02 0.03 11.52 12-0 8.872 240 0.0651 0.0172 -0.594 0.00 0.00 0.00 -0.02 0.01 10.92 24-0 10.310 720 0.1198 0.0316 -1.254 0.00 0.00 0.00 -0.05 0.00 10.75 DRY DETENTION DESIGN PROJECT NO.: 5701-S PROJECT: NEW FRIENDSHIP-PARKING S. DATE: 27-Aug-05 DESIGN CALCULATIONS: ACRES LAND = 0.25 0.88 LAND = 0.00 0.30 LAND = 0.00 0.30 OFFSITE POND = 0.04 0.98 TOTAL AREA= 0.30 ACRES AVERAGE C= 0,89 TREATMENT VOLUME : OFF-LINE TREATMENT(Y/N): Y RUNOFF CALCULATION= 1.00 * 0.30 - 0.02 ACRE-FT 12 2.5 INCHES X IMPERV. = 0.30 2.50 * 0.90 = 0.06 ACRE-FT 12 THEREFORE USE= 2.5 INCHES x IMPERV. AREA 0.06 ACRE-FT TREATMENT VOLUME DEPTH= 0.06 ! 0.03 = 1.60 FT ELEV AREA(sq AREA(ac) AVE.AREA AC-FT TOP OF BANK ELEV.= 12.75 3396 0.08 0.04 0.08 5 YR H.WL. ELEV. = 11.63 1622 0.04 0.02 0.02 WEIR ELEV. = 12.38 2806 0.06 0.03 0.06 MIN. S.J.R. ELEV.= 12.38 2806 0.06 0.03 0.06 POND BOTTOM ELEV.= 10.75 215 0.00 0.00 POND SIDE SLOPE= 3 : 1 AVE. LAKE AREAS: (HWL-NWL)= 918 S.F. 0.02 AC. (WEIR-NWL)= 1511 S.F. 0.03 AC. SJR TREATED VOL. (WEIR)= 2452 C.F. 0.06 AC-FT DRAWDOWN CALCULATIONS: Q= 1/2 TREATMENT VOL REMOVED IN 24 HOURS H1 = 1.63 FT ORIFICE AREA = Q!C(29h)^.5 H2 = 0.81 FT = 0.003 S.F. h = 1,22 FT Q = 0.01 CFS D = 0.06 FT C = 0.89 ORIFICE DIA. = 0.7 INCHES ORIFICE ELEV - 10.75 PROJECT: NEW FRIENDSHIP-PARKING S. PROJ. No.: 5701-S DATE: 27-Aug-05 MEAN ANNUAL RAINFALL 4.8 IN LAND AREA 0.255 Ac. C= 0.88 PREDEV. 'c' FACTOR= 0.3 LAND AREA 0.000 Ac. C= 0.30 PREDEV. DISCHARGE= 0.46 CFS POND AREA 0.041 Ac. C= 0.98 TOTAL AC. 0.296 Ac. C= 0.89 Top of pond berm 12.75 FT Elevation of weir 12.38 FT WEIR SIZE Water Surface Elev. 10.75 FT CIPOLLETTI WEIR 0.00 Bottom of Pond(MSL) 10.75 FT RECTANGULAR WEIR 1.50 SUBMERGED ORIFICE 0,00 Max Discharge 0.35 CFS Max Stage 12.48 FT DELTA DELTA INFLOW INCR DISCH. INCR. CUM. DURATION RAINFALL T R VOLUME STAGE HWID DISCH. VOLUME VOL. VOL. STAGE (hr) (in.) (min.) (ft.) (ac-ft) (ft.) (ft.) (cfs.) (ac-ft 0.25 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 0.00 0.00 10.76 0.50 0.008 15 0.0007 0.0002 0,005 0.00 0.00 0.00 0.00 0.00 10.76 0,75 0.004 15 0.0003 0.0001 0.003 0.00 0.00 0.00 0.00 0.00 10.76 1.00 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 1 0.00 0.00 10.77 1.25 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 0.00 0.00 10.77 1,50 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 0.00 0.00 10.78 1.75 0.008 15 0.0007 0.0002 0,005 0.00 0.00 0.00 0.00 0.00 10.78 2,00 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 O.OD 0.00-1 10.79 2,25 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 0.00 0.00 10.79 2.50 0.008 15 0.0007 0.0002 0.005 0.001 0.00 0.00 0.00 0.00 10.80 2.75 0.012 15 0.0010 0.0003 0.008 0.00 0.00 0.00 0.00 0.00 10.81 3.00 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 0,00 0.00 10.81 3.25 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 0.00 0.00 10.82 3,50 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 0.00 0.00 10.82 3.75 0.012 15 0.0010 0.0003 0.008 0.00 0.00 0.00 0,00 0.00 10.83 4.00 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 0.00 0.00 10.83 425 0.012 15 0.0010 0.0003 0.008 0.00 0.00 0.00 OAO 0.00 10.84 4.50 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 0.00 0.00 10.85 4.75 0.012 15 0.0010 0.0003 0.008 0.00 0.00 0.00 0.00 0.00 10.85 5.00 0.012 15 0.0010 0.0003 0.008 0,00 0.00 0.00 0.001 0.00 10.86 5.25 0.008 15 0.0007 0.0002 0.005 0.00 0.00 0.00 0.00 0.00 10.87 5.50 0.012 15 0.0010 0.0003 0.008 0.00 0.00 0.00 0.00 0.01 10.87 5.75 0.012 15 0.0010 0.0003 0.008 0.001 0.00 0.00 0.00 0.01 10.88 6.00 0.012 15 0.0010 0.0003 0.008 0.00 0.00 0.00 0.00 0.01 10.89 6.25 0.016 15 0.0013 0.0004 0.010 0.00 0.00 0.00 0.00 0.01 10.90 6.50 0.012 15 0.0010 0.0003 0.008 0.00 0.00 0.00 0.00 1 0,01 10.91 6.75 0.012 15 0.0010 0.0003 1 0.008 0.00 0.00 0.00 0.001 0.01 10.91 7.00 0.016 15 0.0013 0.0004 0.010 0.00 0.00 0.00 0.00 0.01 10.92 7.25 0.016 15 0.0013 0.0004 0.010 0.00 0.00 0.00 0.00 0.01 10.93 7.50 0.016 15 0.0013 0.0004 0.010 0.00 0.00 0.00 0.00 0.01 10.94 7.75 0A16 15 0.0013 0.0004 0.010 0.00 0.00 0.00 0.00 0.01 10.95 8.00 0.016 15 0.0013 0.0004 0.010 0.00 0.00 0.00 0.00 0.01 10.96 8.25 0.02 15 0.0017 0.00051 0.013 0.00 0.013 0.00 1 0.00 0.01 10.98 8.50 0.02 15 0.0017 0.0005 0.013 0,00 0.00 OAO 0.00 0.01 10.99 8.75 0.02 15 0.0017 0.0005 0.013 0.00 0.00 0.00 0.00 0.01 11 DO 9.00 0.02 15 0.0017 0,0005 0.013 0.00 0.00 0.00 0,00 0.01 11.01 9.25 0.032 15 0.0027 0.0008 0.020 0.00 0.00 0.00 0.001 0.01 11.03 9.50 0.032 15 0.0027 0.0008 0.020 0.00 0.00 0.00 0.00 0.01 11.06 9.75 0.032 15 0.0027 0.0008 0.020 0.00 0.00 0.00 0.00 0.01 11.08 10.00 0.04 15 0.0033 0.0010 0.025 0.00 0.00 0.00 0.00 0.01 11.10 10.25 0.044 15 0.0037 0.0011 0.028 0.00 0.00 0.00 0.00 0.02 11.13 10.50 0.048 15 0.0040 0.0013 0.030 0.00 0.00 0.00 0.00 0.02 11.16 10.75 0.072 15 0.0060 0.0019 0.045 0.00 0.00 0.00 0.00 0.02 11.20 ll a i i • ' -DISCRIEM VOLUME If t !: �. { •! t 1 •f/ ! 1 1 It / 11 { 1.1 i f• t 1 �i ®�® ! • ! 1 i� • Li 1 •i 1 11 • ! i i r1 �f�� 1 f'1! 1 { ! .: / t1 t t1 t f• t • / t !1 t • : ® ! 1t r r•!Mon. 1 1 !• 1 r- ! 11 • •1 t I ® ! 1 � { It / /11 ! t • f• 1 t 1 ti 11t • t / r ® • /t r rlt. { f f f f • ! !r I t1 { 1 �-T! ® f • � • 1f t 1!! ! • t I f / 1 1I f ii • • �•! . ti ! 1 ® t ff f ri•- 1 1 { 1 • ! t ! 11 t ff t • �� ! • ® t r• { 41t• t • 1 • • t 1 1 11 ! t• t t �' Y'a • 1 ® • t1 / Ir!• ! / t ! 1 1 1 1 •t t t1 ! I �'�j� ! ! ® • !• • 1111 • !!: t ! ! 1 ! ff t /• ! 1 • ! - ® t r• ! ti 1• i • • • t ! t • i1 I •• t 1 �: . 1 t ® ! /• t 1 !Ii ! rV: • 1 1 t 1 1t t I1 1 ! • 1• • 1 ® t 11 1 1 iii ! /r: • ! 1 • • •• • !1 1 1 rf maim= offiTI-TIA �f 1 f1': ® 1 IIi / !•• f 11 i i ! ! ! !i ! 1r ! ! t• ! t1: ® 1 tf! ! •!! ! 1t ! t 1 t t !1 1 ft ! i ® ! ! ® t !• ! 1 ti 1 • N{ ! i 1 f • 1! ! •1 / ! f• 1 ft•: � ! •It 1 111 t Ir { r 1 f { t! ! !/ 1 t ® • •1: ® ! t!1 i 1tt f 1/ r t t t ! !f ! 1• i t { 1/: � ! 1/! f 111 t 11. ! 1 • ! ! If ! 11 f I I GFA INTERNATIONAL Chest: Chi of Attantie Beach Designer: Argon Architectural&Constractios,Inc. m Project No.: 06-0585 Reviewer. Joe L DaPriest r i Project Name:Nen Fdoodskip Baptist March License#: PR 2167 I Cn Disdpl[ne:MIPs and AnLiteetarai Description: IIB Small Assembly Church C4�,,,nNr Address: 28 Dudley Btrest Date: $Q � atti ` m Item Pian . Code Response Date Satisfied No. Sheet Reference Plan Review Comments Date A/E Response &Initials ix Must comply with all the requiremats of the PBC ;5ZC 6kTrEWL MCA 6t'r+E1lMa- o 3007 ElevotorAc mdbitiq►. Elevator installation .00;09A C¢iU G 11JYCt GOJJe, A 3003.2 details/data not shown,nnabie to ddernelne N LO i AA 3007 regnlrements of sedion 3009 apply,nerdAsfQt'� ISG CaTd+3L1Sly CP m 106.3.5 cbtrM atlon. Elevator shop drawings shown stilt 5 JF, Lit l G j`OJ� y�� does not provide regnirements of adieu 3003.2 � T�t�ttxJ and 3007. I dee to Items 16 do 17 from 7/17106. No 1a11a13ois/data/details provided for the pre fab 5 flow(.0 ! 1-124& Wfa}N4rrd fiberglass"Is Ww Crated. Data skeet shown for 2 N/A 15095 M10A4 4NO 15 NW aopppBon,compatible the rm�ace not provide letter of 7V GJ SI 1 $" SHOP M TM Item rating pero1W or coustractton type. Refer to j91*M. )44 1� 1 A ST�41 "O" 1,,�j• � A Gienerttl Note 15 refers to exam rooms and A6T t. l5 bU 3 &1 N/A redwWaNgroundlog. Possible typographical error. Itene no.2 Brom 7/1VN revi"comments has not been done 4 IG-1 PBC 1063.5 ad eolcnbdkns for panels not shown. Item no.4 4-AW Cv#ti VU"j7N.S from M2/06 not done. I ,r3xg.*4 a8VU.*J ergency lighting not shown in sandnary and at 1L1VFA3 4 �1006 top of staairways on second floor. Also appear the �. S E-2 2002 N$C bang levels on second floor exit access-corridor �l�✓ f fl �1 J/�',/ 700.20 do not provide levels of Illumination per 1006.1.3. Exit and emergaey Ngbdn is shown on switched drenits. Items 5&6 from 7/12/06 not done. 2002 NEC 5��1L•C 9�CG��CzS IWIVC Service receptacle at AIC compressor and AWs 6 14210.63 are not shown. Item#7 them 7/12/06 not done, unite 2 dt 6 have ad been done. 7 P-1 NIA Need details for Breese trap. Item#9 from 7/12!06 (41 greast trap details drawing not shown. m w Page l of 2 s GFA INTERNATIONAL Cheat: City ofAHantic Bench Dedgner: Arson Aral&Construction,be. Project No.: 06-0585 Reviewer: Joe L.DuPriest m Project Name: New Friendship Baptist Church License#: PJC 2167 m m Discip8ne:ADP's and Archtbeaural Description: Type U-B Small Assembly Church 0 �.. Address:28 Dudley Street Date: %NATW 9 Item Plan Code Response Date Satisfied No. Sheet Reference Plnn Review Comments Date A/E R ones A Initials 1,%19-3, Sheets listed are not signed and sealed,see item 1 8 P-i,P-2, IBC 106.1 from'7/27/06. /?WD :59e P57 &QIco a Kitchen exhaust hood system not provided. Item#2 9)(H"T MW /Illi r—106 9 M 2 FBC 106.35 from 7/27/06 not done. 0 SvPIL�c�ra�t Std�,�M t 5 SAX cv� 1 i t r12 13 14 is 16 17 18 T 19 w w Page 2 of 2 02/07/2006 11:15 FAX 9042603608 THYSSHNHRUPP JAX WOOI ThyssenKrupp Elevator February 7.2006 Mike Bagdonas VIA FAX: 260-6609 Arcon Architects and Contractors,Inc. 11497 Columbia Park Drive West Suite 1 Jacksonville,FL 32258 RE: New Friendship Baptist Church Dear Mr.Bagdonas: ThyssenKrupp Elevator is pleased m quote$40,416.00(FORTY THOUSAND, FOUR HUNDRED SIXTEEN & NO/100 Dollars)to provide and install the folb►wing described one(1)elevator. Model Marquis 25 Capacity 25W lb Speed 100 Mm Travel 16'–ll*+/- Floors 6'-11"+/- Floors served 2 in-1ne oMiggs Operation Selective/Collective Automates/TAC 20-03 Power Supply X6-0 Entrances 3'-6"w x T-O"h/side opening/enamel steel finish Machine Room Location Adjacent around floor Inside Car Dimensions 6'-8"x 4'-3' Car Enclosure Design TKLP Plastic Laminate Wall Finish 8'-0"overall cab hei ft#4 Stainless steel front return and car door,,suspended ceding cylindrical handrail. Signal fbdures Aurora car and hall fixtures Car traveling lanterns. #4 stainless steel finish. Special Features 3 months free service. battery IQ�ng fire service phase 1 and II independent service ADA phone pit ladder and sill angles are included, For Holeless type jack,add$1,978.00. BID QUALIFICATIONS ➢ The schedule shall be agreed to in writing by both parties before becoming effective. D ThyssenKrupp Elevator will not be liable for liquidated or consequential damages. ➢ ThyssenKrupp Elevator's price is valid for sixty(60)days from the date of bid submission. D ThyssenKrupp Elevator's quotation is contingent upon all of our work being performed during the normal working hours of the elevator trade. D ThyssenKrupp Elevator will proceed with manufacturing of the equipment only after complete approvals have been returned,as well as the fully executed contract. If re-inspection is required due to deficiencies by other trades,ThyssenKrupp Elevator will be reimbursed$1,280 for re-inspection per elevator,as well as the cost of the adclitional inspector fees. Y ThyssenKrupp Elevator's price is based on the understanding that,other than delays caused solely by ThyssenKrupp Elevator,ThyssenKrupp Elevator's work will be completed in its entirety during the calendar year of 2006 unless mutually agreed to in writing by both parties.9 not any associated casts relating to remobilzation fees and labor rate increases will be subject to an adjustment to the previously agreed upon Contract Price.All labor nate increases will be based on ThyssenKrupp Elevator's collective bargaining agreement with The International Union of Elevator Constructors QUEC). D Hoistway,pit,overhead and machine room to suit ThyssenKrupp Elevator's standard space for the capacities specified. TtwmnKnrpp Elevator Corporation 6942 PtdlOs Parkway Drove SmM ' j 683 8802 © — rw(904)sso-3soa www.tl�yssenlauppelevator.com 06/15/2004 09:47 FAX 9042603608 THYSSENKRUPP JAI Q 004 BOTTOM OAR RUNBY:8' CAR BUFFER STROKE: 211' BETWEEN PIT FIR.i W BOLSTER ON COMPRESSED SUFFER 2414• BUFFER REACTION MV.AT EACH BUFFER= BBL WORICNO PRESS. CAR I i'-2.12 MWED L--.J 1 S-T." NL�.J 3-1,82 FRAME I-&,'m CROSBHIEAD 1-28.40 BOLSTER 1.1.11 A-1 A-&76 7 l r- 411 Tl E*KALLOW" s Ta 13 COMPLETED.AND ARL;NOT INMA M IN TME ELEVATOR+ 1. A PLUMB,PROPERLY VENTILATED HOIBTWAY(ACCORDING TO COOK AND SFR 2. RCACTI TE M)PP ORT N}�ACK GUIDE RAIL MWAETS ANDWFFERS WM 2. HpBTWAYBARRCAD,SAND ALL CUTTING AND PATCHNBTOWYALLM0181 ENTRAN OW SILLS.FALL FIXTURES,OIL AND ELECTRIC LIES. 4. PT LMOM AIA BVMK CONVOOENCE OLRLETS WRH GFCH PROTECTION P PIRCAR(ACCORDWO TO CODE).NOTE MUST BE CLEAR OF ALL ELEVATOR I S. OWCATED IN VOLT.IS AMP.SERVICE.ALW OWRH TELEPHONE CIRCLET W TERMINALS OF EACH REQUIRED CONTROLLER(AS LOCATTEDON PLAN VEND CAR I.IOHT AND ALARM CIRCUIT WITH GPC1 PROTECTION PER NEC GROUP CONTROL WHEN REMAND ` NOTE:IF STANDBY POWER 18 SUPPLIED TOEL EVATOK CAR LIGHT AM AM GROUP CONTROL SERVICE MUST BE STANDBY POSR RSACK M 4.BRANCH CIRCUIT CONDUCTOR SIZING,MATERIALS.AND INSULATION ONCLUD OYMOURREIR PORTECTIVE DBVHE)TO COMPLY WITH ALL LOCAL RECTRK AMPS STARTINO CURL"WITH A MAX.ALLGWAN$VOLTAGE ONO AMPS FULL LOAD CURRIM WITH A MAX.ALLOWABLE VOLTAGE WK AMPS RATED CURRENT WITH A MAX ALLOWABLE VOLTAGE DICP O BRANCH CIRCUIT DISCONNECT SWITCH muL BE SRFSH FOR: AMP MONTBLE DELAY FUSE OR AMP THERMAL CIRCUIT SREAKEROR POWERRSOUIRSMLNr AMP DUAL ELEMENT TIME DELAY FUSE N MOTE 4 VERIPTED bY: BASED ON NOTE:ALW.A FOURTH WDA OF 606 OEM AS THREE PHASE WIRES IS RSO GROUNDING PURPOSES TOMSBMREELECTRICALNL =IMTERF6RB! IF BATTERY CPW LOWERING E PN01AD.A MECHANICAL AUK CONTACT I M MALLED ON THE CIBC SWI.FOR Ell CAR.THE Aux CONTACT SHALL SNS • - RAIBBRACKETLIOWITINOWtPACE NME�TH 'NTHE0130XWI.18NTHEIOPENPOBRTON.F A SHUNT TRIP CftMT8% PFINIDIA.AN AM CONTACT SHALL BE INSTALLED ON THE CRCUR BIWA Td•CLEAR H0I2TWAY GEN.CONTRACTOR MUST floftwD POWER Reclu"EMENTSTO REO.CONI T.AN DICLOM I V&"AREA&ADCC==TOCODEM WITHAOfQUATELOC ANOVENTILAr SE N GUI i AND SEALED TICONCRRETE FLOOR BW BURP SND HIIMDRYP _ 7 ICY NOTE 1101 NOTE:MUST PROVIDE ADE"76 DOOR SIZE TO ALLOW INSTALLATION OF E OR LEAVE WALL OUT UNTIL EQUPMENT 15 N PLACE. P OW PLATFORM B' 8.EMTRANCE WALL WITH UNTEM MUST IIF PROVIDED AFM DM AICE FRAM $8'MN,CHAR ASIDEJ OPENING,SEE INSTALLATION PROCEDURES FRAME-TO-WALL NTEIPAC -`) iJl TO DOM CONFORMANCE WITH THE LABELED ENTRANCE WnAFAQBCQN 8.POCKETS N COMO"WALL(PER FDMFE DRAWINGS)FOR HALL FNTURES, NOTE;MUST BE LOCATED AS ONIMED BY 8"ATOR CONTRACTOR ss 10.BHAOIIE 8E>i160R6(AS REQUBII�. as 11. CONDUIT AND W9460 P110M SBCURITY.LIFE.SAFETY.OR FIRE AY�TSOR MONITORING fVllpit8 12.PPE SLEEVE$.TP04HWGL AND SACK FILLING FOR CII.ANOIOR CONDUIT LNIt AS SHDWN OR LOCATED BY EUWATOR CONTRACTOR. �+ IN.A SQUARE HOLE IN PIT FLOOR FOR SETTING OF HM:KANDFILLWITH OARTA�o AFTER JACK*SET, N: 3 0 BUFFER SNIFFER Y ? } I _ P CAR HYING LANTERN: RAIL FORCES P, F2 sEISWcw { Iwfr e y F2 SM LOS- 670 LBS, Fta 4 i CAN STATION � DATE sYM. REvem b DESIGNED PER ABALE 4,7.1 DO NOT SCALE THIS 1 FACE OF RML+ SNC FOILRIBVN t1• 4'44"CLEAA OPEFONG 7 4' ADDRESS: 1Y1 s%m ROUGH OPENING Ti tf2' CTM ARCHITECT. OMERAL CONTRACTOFt HOISTWAY PLAN ELEVATORCONTRACTOFt T16 Oft"M e E*wW and nvmt not bO made ptlb61T or oopkd,Th-S draMnB k IDarled 4L ndum on dwwW and i3 Lot to be and WFvcBy or i+dkft*i1 j%ny mw",eer&vATOR MEETS 9 ANSI At7.1200p CODEto @IB In1srOBt Of Ew4aw. l7V98011QN � M31A NOLLO3S Q � map ONf1/'q�L30NM9 '13�V'1 Him- 00'la Y3N/rb3 /R tl Hi i MODL01M9N� +`vM ' !0!� ifH lYllY/M �F+� YV1Y 4031Y9Q1 C lOIAtl'l�911N/WM�U ^, W LO r I � znaa C vuw�un 4 .4.11+47NM.fMdi I �! Q � � I F I I - CU— CL 4 Y C N navaw cuY3wtY N eiolawu�oa tvw4eo apur+ori sY�Ya►ta4a4 t�aua�on ,aaauu�or�rP4uara�a�a N .eow0f�0ao�r'" a1001n a = o�4s4aw�°iw nno o. 0 N 'C C1 8001 %VP ddaHXNSSSMU 909£09Z60B yva 96:60 VOOZ/91/90 r New Friendship Missionary Drawing Date: 2/22/07 10:26 HYDRAULIC DESIGN INFORMATION SHEET Jab Name: New Fri dship Missionary Location: Mayport Road - jqq,� Mayport, Florida Drawing Date: Remote Area Number: 1 Contractor: Evans Fire Protection Company Telephone:904 781 8227 6555 Grace Lane Jacksonville, FL Designer: FPG Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon. Ave. Lansdale, PA 19446 Cn,struct `' � n: Y :o�. Co='.b,,�st:.ble Occapancy:Light Hazard Haza�-d:LIGHT System Type:WET sq ft! Sprinkler or Nozzle _-- 210.ti sq <.t-j Mc-, e TY FRB 0 qpm I K-Factor: 5.60 100 gpr- [ Temperature Rating: IEE F10Wi::: Outlets __ed: 39.1 @ Uh-_-- _est I ='�-rp Data 10-16-06 I3ed _opacity 0 qpm .- _- ns; _'ec -ressure 0.0 psi _ v tion 0 REVIEWED S .M -:e: Ja(,1<9011ville Fire Prevention Div. - - --` -- , lel. aaan s 7�)LL7 ,r eG mon E Ivu [-xGr- TIONS rkc E PTIQNS AS NOTED SHEET#. Notes: FILE COPY New Friendship Missionary Drawing Date: 2/22/07 10:16 Page 4 NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO. (FT.) K-FACTOR (PSI) (U.S.GPM) -------------------------------------------------------------------------------- 1 27.58 20.5 15 25.92 5.60 20.5 25.4 2 27.58 14.4 2S 25.92 5.60 14.6 21.4 3 27.58 16.5 3S 25.92 5.60 16.1 22.5 4 27.58 16.1 4S 25.92 5.60 16.2 22.6 5 27.58 20.8 5S 25.92 5.60 20.8 25.5 6 27.58 20.6 6S 26.92 5.60 20.4 25.3 7 27.58 13.9 7S 25.92 5.60 14.1 21.0 8 27.58 15.0 8S 25.92 5.60 14.7 21.5 9 27.58 14.9 9S 25.92 5.60 15.1 21.7 10 27.58 18.0 105 26.92 5.60 17.8 23.6 20 27.58 17.4 21 27.58 21.7 22 27.58 21.8 23 27.58 19.0 24 27.58 15.8 Al 27.58 22.0 A2 27.58 22.0 A3 27.58 22.0 A4 27.58 22.0 A5 27.58 22.0 W 11.50 31.3 Max velocity of 14.39 occurs in the pipe from 20 TO Al Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. OWNER'S INFORMATION CERTIFICATE FOR BUILDING PERMIT PLANS SUBMITTAL PROJECT NAME: NEW FRIENDSHIP BAPTIST CHURCH PROJECT ADDRESS 28 DUDLEY ST.. ATLANTIC BEACH.FL NAME OF OWNER: /4 CW r✓, HAL'S's gndf -5-r EXISTING OR NEW CONSTRUCTION TYPE IS: FIRE RESISTIVE OR NONCOMBUSTIBLE LBYES ONO WOOD FRAME OR ORDINARY(MASONRY WALLS W/WOOD BEAMS) OYES ENO UNKNOWN DYES ONO IS THE SYSTEM INSTALLATION INTENDED FOR ONE OF THE FOLLOWING SPECIAL OCCUPANCIES: AIRCRAFT HANGAR OYES ENO FIXED GUIDEWAY TRANSIT SYSTEM OYES ®NO RACE TRAP(STABLE OYES ONO MARINE TERMINAL, PER OR WHARF OYES ENO AIRPORT TERMIAL YES NO AIRCRAFT NE TEST FACILITY DYES ONO POWER PLANT DYES ONO WATER COOLING TOWER OYES ENO IF ANSWER TO ANY OF THE ABOVE IS'YES'. THE APPROPRIATE NFPA STANDARD SHOULD BE RM304M FOR SPRINKLER DENSITY/DESIGN CRITERIA. INDICATE WHETHER ANY OF THE FOLLOWING SPECIAL MATERIALS ARE INTENDED TO BE PRESENT: FLAMMABLE OR COMBUSTIBLE LIQUIDS OYES ONO AEROSOL PRODUCTS OYES ONO NITRATE FILA O YES ONO PYROXYLIN PLASTIC OYES ONO COMPRESSED OR LIQ MM GAS CYLINDERS OYES ENO LIQUID OR SOLID OXIDIZERS OYES ONO ORGANIC PEROXIDE FORMULATIONS OYES ONO IDLE PALLETS OYES ENO IF ANSWER TO ANY OF THE ABOVE IS'YES'. DESCIBE TYPE. LOCATION. ARRANGEMENT, AND INTENDED MAXIMUM QUANTITIES. INDICATE WHETHER THE PROTECTION IS INTENDED FOR ONE OF THE SPECIALIZED OCCUPANCIES OR AREAS: SPRAY AREA OR MIXING ROOM OYES ENO SOLVENT EXTRACTION OYES ONO LABORATORY USING CHEMICALS OYES ONO OXYGEN-FUEL GAS SYSTEM FOR WELDING OR CUTTING OYES ONO ACETYLENE CYLINDER CHARGING OYES ENO PRODUCTION OR USE OF COMPRESSED OR LKKWED GASES OYES ®NO COMMERCIAL COOKING OPERATON OYES ENO CLASS A HYPERBARIC CHAMBER OYES ®NO CLEANROOM OYES ®NO INCINERATOR OR WASTE HANDLING SYSTEM OYES ENO LINEN HANDLING SYSTEM OYES ENO INDUSTRIAL FURNACE OYES ENO WATER COOLING TOWER OYES ®NO IF ANSWER TO ANY OF THE ABOVE IS'YES'. DESCIBE TYPE.LOCATION, ARRANGEMENT, AND INTENDED MAXIMUM QUANTITIM WILL THERE 8E ANY STORAGE OF PRODUCT OVER 12 FT. (3.6n)IN HEIGHT? O YES RHO IF ANSWER IS'YES',DESCRI13E PRODUCT,INTENDED STORAGE ARRANGEMENT, AND HEIGHT. WILL THERE BE ANY STORAGE OF PLASTIC.RUBBER OR SIMILAR PRODUCT OVER 5 FT.(1.3m)IN HEIGHT EXCEPT AS DESCRIBED ABOVET OYES ®NO IF ANSWER IS'YES'. DESCRIBE PRODUCT INTENDED STORAGE ARRANGEMENT. AND HEIGHT. 1 CERTIFY THAT 1 HAVE KNOWLEDGE OF THE INTENDED USE OF AT THE ABOVE INFORMATION IS CORRECT. SIGNATURE OF THE OWNER'S REPRESENTATIVE OR AGENT: DATE_�4z-�/')7 PRINT NAME OF OWNERS REP OR AGENT COMPLETING CERTIFICATE: Jy!y L O .rt Z PRINT RELATIONSHIP AND FIRM NAME OF AGENT: L,; N Lv S Z e Evans Fire Protection & Plumbing March 12, 2007 City of Jacksonville Building Department Jacksonville, Florida Re: New Friendship Missionary Baptist Church 28 Dudley Street Atlantic Beach, FL To Whom It May Concern: Please accept this as our Engineer of Record Letter confirming that Mr. Steve Kowkabany, P.E. is the Engineer of Record for the Fire Sprinkler Systems for the above- mentioned project and that we have adhered to his design parameters for the project. Sincerely, ,j—,; L'�Z— Tucker Evans President 6555 Grace Lane 0 Jacksonville, Ilorida 32205 • (904) 781-8227 9 FAX(904) 781-0408 CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT s� 1200 Sandpiper Lane ' V Atlantic Beach,Florida 32233 1'119, (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: Project: t Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. i Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Plori d e /'n o4v, 0/? �9�'e //;?d W A7 C =x i s n;j ce - aJ,Gt r5 w 1W n ee �J l iKe r A rzr i'l2lc S� / e Q ` T- o Id S Ifo d- /-V - ve ,Strinda>r �vLe� � (�.e ?�/deJ o� ��-/'j'-�.�-Je•".�es�g�, D,��`.�- _ �ftQP�8• �Gt-!/ �r�in Fn �`,�j /bof Q,/7�.H� �.e�). - 4 o ` i n rr1-e`eri'e /la �RSS 4,- !-Ae /5-)e MIKS/trove �/vcJ ��r/enh'n/! Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any (� questions,please call (904) 247-5834. Review e Donna Kaluzniak, Public Utilities Director Date Signature Contractor Notified Date �� 65-- J D I3'Y' - CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION ,•� (New/Residential& Commercial) 32�aN Date: June 20,2W5 Job Address 28 Dudley Street;Atlantic Beach,FL,32233 Owner's Name: Forest Thomas Addressi A y StrreP+ Atnr.c ge_ ►,_FL-32233 Phone: 9,04-25414339 Legal Description:Block Number• Lot Number- Zoning District: Mir Contractor: Arcon Architects &Contractors,Inc. State License Number: C&C—Osgq 0 Address: 11497 ColumbiaParlc W_#1 Phone: 904-260-8605 City: Jacksonville State:'Fl. Zip. 32258 Fax:904-260-8609 Describe proposed use amd work to be done: New sanctuary and educational building to replace demolished sanctuary. Present use of land or building(s): Church site Valuation of proposed construction: S 1.9 million Is approval of Homeowner's Association or other private entity requited?-Nn- If yes,please submit with this application. Wulf this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ©NO. Applicant certifies that no change in site grade or fill material will be used on this project. ®YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. ®YES. Removal of Trees wiB be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each mouth. Procedure: In order to expedite issuance of permits,please follow all steps and grovide all igformatioa as sootonriate Incomplete appliestions may result in delay is issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. if you are ensure of this information, please contact the Planning and Zoning Department at 904247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-const»setion topographical survey or grading plan is required. (if not required,written verification must be provided with this application) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction platys to the Building Department,which is located at the Atlantic Beach City Hall,SW Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5926 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5645 - bttp-1/www.ci.atiantk-beach.fl.as Page 2 Revised t/" L d 609909Zb06 alsu00Jgeanloe1iyojV uooaV ebb:L l 90 LO AeW -— a 3$ to l 4 d ;suo cern a i oa uoJ - --- d e8b:L l 90 LO AeW oF�rr�r1r.rti�cl�Y CLt� CHANGE OF ADDRESS NOTIFICATION Date: August 28, 2007 Please be advised that the following address(s) have been changed and adjust your records accordingly. ❑ Residential XX Commercial OLD ADDRESS NEW ADDRESS 1. 28 Dudley Street 1996 Ma ort Road 2. 3. 4. 5 Sincere# Dave Hufst Building O Ictal Cc: Jacksonville Electric Authority Attn: Jack Davis, Pre-Service Dept. 21 W. Church St.—Tower 4 Jacksonville, FL 32202 Property Appraisers Office Attn: Sandy Carver 231 E. Forsyth Street Room.360 Jacksonville, FL 32202 911 Emergency Coordinator Attn: Pat Welte 501 E. Bay Street Room 312 Jacksonville, FL 32202 United States Postal Service Attn: Wayne Holt 1001 Mayport Road Atlantic Beach, FL 32233 City of Atlantic Beach—City Hall Atlantic Beach City Clerk Atlantic Beach Police Department Atlantic Beach Water Department ` City of Atlantic Beach {' Building Department ,s Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: December 11, 2007 Contractor: Arcon Architects & Contractors Address: 1.996 Mayport Rd., Atlantic Beach, Fl 32233 Construction Type: Commerical Occupancy Class: Group R-3 Permit Number: 06-32896 ' f DAVID HUFSTETLER BUILDING OFFICIAL City of Atlantic Beach ' Building Department Temporary Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: October 11, 2007 Contractor: Arcon Architects & Contractors Address: 1996 Mayport Rd., Atlantic Beach, Fl 32233 Construction Type: Commercial Occupancy Class: Group R-3 Permit Number: 06-32896 Need to comply with the SJRDWM on retention pond issue. Remove dirt from adjacent property without fill, per Public Works Temporary Co will expire 12/14/07. � o � ray DAVID HUFSTETLER BUILDING OFFICIAL �e4 CITY OF ATLANTIC BEACH PLAN REVIEW SHEET to: r Building Department Public Works&Public Utilities Departments S.Doerr J'35 800 Seminole Road 1200 Sandpiper Lane R.Carper Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D.Kaluzniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax Jax Fire dept. PLAN REVIEW COMMENTS Permit Application# & MCI 0 _ Property Address r Applicant: Project: Review Result(Circle one): Approved` Disapproved. Approved w/Conditions Review Initials/Date Development Size: Habitable Space Non-Habitable Impervious area Total Area Miscellaneous Information : Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone IL L1 uury Conditions or Comments: '`. FILE COPY Building Dept,Public Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. p Florida Building Code Online Page 1 of 2 k a `a , .q ;r: .,. a � ..r �'e,� saa,.;. NOV h b BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search s t s � � j Product Approval ` USER: Public User 4 Ks 41 Product Approval Menu>Pro_duct_gr Application Search>Applioation Liss>Application Detail III III ON 1111111 1.1 FL# FL5854 Application Type New � Y Code Version 2004 Application Status Approved Comments Viz, Archived Product Manufacturer YKK AP America Address/Phone/Email 332 Firetower Road Dublin, GA 31021 (478) 277-2546 josearchila@ykk-api.com Authorized Signature Jose Archila josearchila@ykk-api.com Technical Representative Jose I Archila Address/Phone/Email 332 Firetower Road Dublin, GA 31021 josearchila@ykk-api.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO -CER Referenced Standard and Year(of Standard Year Standard) TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt%2bOIhBhl Pjx... 4/3/2007 Florida Building Code Online Page 2 of 2 Date Submitted 11/18/2005 Date Validated 11/18/2005 Date Pending FBC Approval 11/28/2005 Date Approved 12/06/2005 Summary of Products ffAoved Model, Number or Name Description amonmommom 35H Entrance Door-Impact- se (See Other) Certification Agency Certificatfor use in HVHZ: Installation Instructions for use outside HVHZ: PTID 5854_.I._35H_+._yhs50..tu_insta.11..pdf Impact Resistant: Verified By: Design Pressure: +/- Other: Approved for use in HVHZ under NOA# 04-0227.02 and 04-0227.03. Design Pressures listed in NOA shall be divided by 1.33 to comply with 2004 FBC or be varified by a Florida PE. Back F Next DCA Administration Department of Community Affairs Florida Building Code Oriine Codes and Standards 2555 Shumard Oak Bouleva'd Tallahassee,Florida 32399-2100 (850)487-1824,Suncan 277-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved. ri ht and Disclatner Product Approval Accepts: WJ Vmrf 67p ra 0b#i� SecurOd a:'rRCv�� YFpIFY http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt%2bOIhBhI Pjx... 4/3/2007 e Florida Building Code Online Page 1 of 2 } �x�� u: e'�`"s m�r.*tea 0 W Zg Aim�smb � r ,0 „d BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search 4 S Product Approval t x USER:Public User iia a , Ps&rt AgpLoval enknp>PrgQ51Si.9r A�1pli�a�I4n S_e�r.GC>Appli..ation_L I>Application Detail FL5845 Application Type New k Code Version 2004 Application Status Approved Comments Archived Product Manufacturer YKK AP America Address/Phone/Email 332 Firetower Road Dublin, GA 31021 (478) 277-2546 josearchila@ykk-api.com Authorized Signature Jose Archila josearchila@ykk-api.com Technical Representative Jose I Archila Address/Phone/Email 332 Firetower Road Dublin, GA 31021 josearchila@ykk-api.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Storefronts Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO -CER Referenced Standard and Year(of Standard Year Standard) TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsGPsiXfdRHYS... 4/3/2007 ' ,Florida Building Code Online Page 2 of 2 Date Submitted 11/17/2005 Date Validated 11/18/2005 Date Pending FBC Approval 11/28/2005 Date Approved 12/06/2005 Summary of Products FL# jModel, Number or Name Description 5845.1 JYHS 50 Aluminum Storefront Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTI.D_5845_I yhs5.0_insl,all,pdf Impact Resistant: Verified By: Design Pressure: +/- Other:Approved for use in HVHZ under NOA# 02-0215.16, 02-0215.17, and 02-0215.18. Design Pressures listed in NOA shall be divided by 1.33 to comply with 2004 FBC or be varified by a Florida PE. Back Next DCA Administration Department of Community Affairs Florida Building Code Cbline Codes and Standards 2555 Shumard Oak Bouleva-d Tallahassee,Florida 32399-2100 (850)467-1824,Suncorn 277-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved.Copyright and Disclainer Product Approval Accepts-�� YariSlOn^ � 4acurad YF kf Y •RPFKUY� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsGPsiXfdRHYS... 4/3/2007 � r CITY OF ATLANTIC BEACH Cd 'PLO BUILDING/ ZONING DEPARTMENT F L.Higgins P 800 Seminole Road rr J + `i ~ Atlantic Beach,Florida 32233 ��j;l> (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application# Q Property Address: CTz o MW Applicant: (� 14 '�t �Y 1 tif �'��S ` ��" Q�• f Project: "1 1 This pe application has been: Approved Reviewed and the following items need attention: Please re-submit yo �pplic .tion when these items have been completed. Reviewed By: - ''J�'`-`_ _.'"�--_- Date: Date Contractor Notified: IS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J v ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001260 Date 10/01/09 Property Address . . . . . . 1996 MAYPORT RD Application type description SIGN PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2940 ---------------------------------------------------------------------------- Application desc NEW CHURCH SIGN ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DOWLING CONSTRUCTION 905 EAST COAST DR ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . BROOKS & LIMBAUGH ELECTRIC CO Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/30/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ ' 05- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 09- a- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDINGDE PT@COAG.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB 2 IS TIMA SUB PERMT: 3.DATE ' o 1 a s PERMIT* Q - Z Cl V CC r PROPERTY OWNER: I' NAME- 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: .PHONE:r��er�dsh ELECTRICAL CTOR:8. ESS.: 11M 10.CELL PHONE: 11.FAX NO.: 14 1 P E: � . �,h 40,vi (V � h ?41 15.Application is hereby ma&to obtain a permd WTdthe work and installations as ind' 1 ce ' that al work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes uil nd ork not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6) y ti a r is commenced. CONTRACTORS SIGNATURE: 16.CLASS OF WORK 17.SERVICE: i6.MNTER N ❑MULTI FAMILY-#OF UNITS: ❑RESIDENTIAL ❑SINGLE FAMILY ❑TEMP SERVICE ZOMMERCIAL ❑ADDITION ❑TRAILOR 19.BUILDING: 19,CURRENT CODE: ❑ALTERATION jIIGN 13OLD ❑NEW 0'05 NATIONAL ELECTRICAL CODE 13REPAIR ❑POOL!SPA ❑REWIRE ❑OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: ❑OVERHEAD ❑UNDERGROUND ❑UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: ❑POWER IS ON ❑POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25.FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: ❑YES ❑NO 294100 NOT APPLY TO NEW SINGLE FAMILY,MULTIFAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32.AIR CONDITIONING: #OF UNITS: COMP.MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP.MOTOR HP RATING: AMPS: HEAT KW: 33.MOTORS: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34.TRANSFORMERS: UNDER 600V.- NUMBER: KVA: OVER 60OV: NUMBER. KVA: 36.MISCELANEOUS REPAIRS: DESCRIBE IN DETAIL: A .lr/z,, J 90 0o ,tp a"0 Cf/4 0/-_;10 BLDGM Permit Application Elac:REVISED:12/182006 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 aJ -, Application Number . . . . . 09-00001260 Date 9/17/09 Property Address . . . . . . 1996 MAYPORT RD Application type description SIGN PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2940 ---------------------------------------------------------------------------- Application desc NEW CHURCH SIGN ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DOWLING CONSTRUCTION 905 EAST COAST DR ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . SIGN PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/16/10 --------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE - - - Fee summaryCharged Paid Credited Due ---------- 65 . 00 . 00 Permit Fee Total 65 . 00 00 . 00 . 00 Plan Check Total • 00 . 00 Grand Total 65 . 00 65 . 00 . 00 f H , .a • a,» �c il-- yiy y z z, , =s ., a d LIMI "�rq, ,a s. i a t .xm e > e, � i 2 > , p i. Hy ♦4 , •tr;' '.ETA. a.. r-4• -€ .• { . ! r ! *fx1F t - r-- .r t r :. At :� �•a > .` ''yt13; Ryk y '{i v i . Its _ 14 Ix t w" -1 - �_..; of �a ot JA mc. r. W / 1 3 •"`, '. - -..;' y.."..s'..�"`. '-. - '• f ��`.� .,A�' � Y.t%: ''_ �%L" � ,1" `Gf'+`if.� pg y`Y ..!``..t, �1... �.. _. w", vc .. �i '•jC.4yz'.'� - } it n f.. �t '�` � :s yr'a4�e.+.r - z+ - ._ ,-.♦ . At MOU r f - _ r L � . r z UI — T 1 _ x , .r z ' .a r� t T a v re , FoUNO NAIL &C ; DISG - 1674) -. oN -___ OH tLo 3,zr /y OH r`2 c�Wloll so N �c Jsu SD scs Ate` wA V 15t ' 0 � ` 2. }EL EL �1 2 ,48} JOHN FRANCIS BARRETT, PE 8259 BARTON FARMS BLVD. — SAI I �4Z4U P.E. NO.44816 w� 0 I ' E31 IP New Friencish ' CH -URCH SUNDAY SCHOOL WORSHIP TUES. �;, 4' 9:OOAM 10:15AM 7:00PM A PLACE FOR-_YOU JOIN US--SUNDAYI ---------- City of Atlantic Beac ]'6" Planning and Zoning Deprtmenl This approval verifies compliance with appNaable zoning, subdivision and other local land development regulations, but does not constitute approval for the issuance of permit¢. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirements 31611 must be verified by signature of the',City of Atlantic Beach Building Official prior to the Issuance Of a Building Permit. Approved By: ut4&1vL ;ys. omm eve op to: WITNESS 48 CABINET SIZE: 4'xB' T ORIGINAL DESIGN DO M61-J60LICAIY DUE TO THE PHYSICAL LIMITATIONS OF THE PAPER ANQ1NK-BASED FRMS'ING'PROCESS,"WIS^rUSTOM ARTWORK IS NOT INTENDED TO PROVIDE AN EXACT Mt�99''Ct{ TWFfN INK,VWYr_,PAINT,OW L D COLOR. A M E R I C A'S PREMIER SIGN COMPANY ARTIST'S RENDITION OF BRICKWORK,MASONRY,AND SAN VATMWN IS NOT INCLUDED IN THE*02SAL. 1 -800-237-3928 APPROVED AS SHOWN, SK. # 708160-3A CUST. # 1796282 x DA- 20 �.• +`'-- - •- APPROVED WITH LISTED CHANGES !�� 3/4"= 1 ' 6.9.09 A/DONNAS -PROPOSAL- x k ` r ZZ � `�° v v v v +° = ~a O 0 Ia- c m � E o +n u° v+ v+ � S � E b `° °4 0 � t � � $ s, In Lu 2 N w CL 23 s r !U N Q` K �° ¢ d o a - ✓+ 5 X ° ° r d E E ui lu E .aw .- i O w b ,,,, X X c iv a JCV - .1 .0 .✓x \ pp on Q \ Q 3 N 7 O �f �N„ \ U r ,� �I' a W L 0 U y.�i C tl liJ M M > U .j `1 X M v N O M t. .�+ a O r W 1O X U r x - U u, U W X 7 X A N g u L V X C X W L C X O L) v d- W � on r- M M ns F Y Q N N C Q U _2 N O o X • W 6 N N LL M N W N r r Q V �t M lCf3 W g w w J F • _ �. N :.: U. N +i r w; �o n oo p: O ry M v ui i n o0 orn N N U 0ZV mil . .Z . . . . �Awl r r r r r r r r "daa. M� 4 n ' 1 FOOTING DETAIL Electric can be run nNer grvnrb in—'d" b.'now ta" SEE TE EACH cn either leg.NOM:On single JOINT 11 sided s:gm.facing the sign. FIGURE 1 11 electric access s n the rightleg I 1 O i� 13 GRADE L4" 19. r13 i. - 19 .>�. i l 3'10" 3'10" I lg 3'6" 3.6. UNDSOIRBEJOHN FRANCIS BARRETT, PE i , -° UNDSTUFWED OIL 8259 BARTON FARMS BLVD. �L SARASOTA, FL 34240 P.E. NO. 44816 _ 6'2" , Z FRONT VIEW CROSS SECTION SIOE VIEW CROSS SECTION DRAWING IS NOT TO SCALE fi6.. ANCHOR Bolam. - w� Series # WI-P-C-4AB NUT- -10J! — WASHER—,3- — 3" 3.. BASE i t --`3"`F-��'' 1-$00-237-392$ PLATE I - � CONTACT EXT: 11/2 cT(PtcAL) CUSTOMER INFORMATION i 9" 0 9^ 0 j "ICAL� Customer Name: NEW FRIENDSHIP BAPTIST CHUR I -I�]� N 3 '* Street Address: 1996 MAYPORT RD 12' ! 12" '"�' City, State, ZIP: ATLANTIC BEACH.FL 32233 v E) � r� Customer Number: 1796282 Lt trr t t2 9 �y NIT Quote/Order 708160-4#: 28- ` pp,1�Ct '��/�EPLATE DETAIL FIGURE 1I�N SF�EI ►T�N _'. rt�' h Sign Model:wimew (C) J. \A.-S.4 TEMPLATE MUST BE USED TO SET ANCHOR BOLTS INTO CONCRETE Cabinet 4' x8' Leg Height: 3's" -4 (s J. M. STEWART CORPORATION Leg Width: 2 8" t2201 SO CenteCANTO CT. SUITE 21 S n120 mon Exposure B SARASOTA, FL. 34232 Page 3 of 3 On Center Dimension:28" 1-800-237;3928 Date/Time: 8/17/200912:48:22PM AMERIC ' PREMIER SIGN COMPANY www.5tewart5igns.com CITY OF ATLANTIC BEACH A_ I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 0" OFFICE:(904)247-5826•FAX NO.:( )247-5845 S G PLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 13,SO.FT.UNDER ROOF 4.LEGAL DESCRIP7 N: 5.CLASS OF WORK: 6.USE OF STRUCTURE. 11- NEW BUILDING 13DEMOLITION ❑ IDENTIAL LOT/�Q'7 �L6CK_SUB DIVISION ❑ADDITION El CONVERTING USE MMERCIAL 7.DESCRIPTION OF WORK ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: /I /` /� _ ' �y. � ,.•� ❑REPAIR r❑y POOL/SPAC, f ❑YES NIA ❑MOVE Gr6T ` ❑NO PROPERTY OWNER: CON CTOR: ARCHITECT/ENGINEER. 15.COM lY €� 23. OMPAN Y NAM �• L✓"� � 16.NAM 24.LI NAME: 10.ADDRESS 17.STATE LORIDA LICENSE N 25.STATE r FLORy]A I �NO. 4/I 1 / �^ 7,fT/•_ „/T/ /.may"• �/j' +,, y } 18 AE Y /�• 4� "J 26. t- S � �� ✓ f�`1 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO 27.OFFICE PHONE: L28.FAX NO.: s � CELL P f E j, 21.CELL PHONE F 29.CELL PH9NE 14.EMAIL ADDRE : / 22.EMAI ADD ESS: 30.EMAIL ADDRESS: EE SIMPLE TITLE HOLDER: (IF OTHER THAN OWNER) BONDING COMPANY: • V MORTGAGE LENDER: 31.NAME: �� 33.NAME: A / 35.NAME: /� 32.ADDRESS: 34.ADDRESS:J/IYA 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 all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is 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 after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information 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 completion issued by the building official,as required by law. ** WARNING TO OWNER: *tet YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 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 NOTICE OF COMMENCEMENT. OWNER or AGENT CO RACTOR A Powe Letter Required) / ifier Only p� Date:J l0 / Signed: Dat Bs Beorme this r<O day of 2009 in the county of Before me this LISday of lha wurlt oo� a uval,State of Florida,has personally appeared r Duval,State of Florida,has ersonally a ar °�R y NO \CA h (Ylla",_--0-e LIQ" fres herin by himself/herself and affirms that all statements and declarations are herin by him If/herself and affirms that all stateMrtt�`flip08 a� e true and accurate. true and accurate. ;Sep Dp620936 Notary Public at Large,State of 1i Q,County of t J�'�Y/1�� Not ry Public at Large,State of _,C&nty of :OQ ❑.Personally Known h ersonally Known �sj �1 • • �^.'•Q`ty� Lir Produced Iden' n- 13- ""� ❑Produced Identifica n- . Notary Signatu Notary Signature: ♦� ``�q® UAL 7-- ,prRY••"Y RETHA M.GOLLEHER 5 BLDG01 Permit Application Bldg:REVISED:12/1812008 :k, .- Commission DD 782370 .a Expires April 24,2012 ' R i;;•• Balled TM Troy Fein Muurence 800-385.7019 signatory's TAWOffice NOTARY PUBLIC i The foregoing instrument was acknowledged before me this t 1` day of 20Gq bYT' -'L-' l 6-fi I,P +as the for_Neolm. Fir',:C�"r�?. Name of signatory e e of Owner 10112 8' 6 ® ® --o r-o TT - --------- ---- - -------------- ----- 2 - — O -- E � A 4- 6 &I - - --------------- ° O - - 76 � O 10 10 FACE DETAIL 3-6- - --r 8w 17 10 -14 c----------------- v T -- O _11 11 Series #; WI-P-0-4AB @7 O- FRAME&LAMP DETAIL CROSS SECTION 1-800-237-3928 CONTACT. EXT: CUSTOMER INFORMATION Y.F __. __..Y Customer Name: NEW FRIENDSHIP BAPTIST CHURC Street Address: JOHN FRANCIS BARRETT, PE 1996 MAYPORT RD 8259 BARYON FARMS BLVD. city, state, Zip:ATLANTIC BEACH.FL 32233 }� �% T. ' SARASOTA, FL 34240 Customer Number: 1796282 _ Quote/Order#: DRAWING IS NOT TO SCALE P.E. NO. 44816 7oa,so4 r / S16H SPECIFICATIONS Sign Model:Wt,ess (C) Cabinet Size: 4' x8' Leg Height: 3.6- J. M. STEWART CORPORATION Leg Width: 2'8' 2201 nrt 1201 CANTO CT. SUITE 215 On Center 120 mion: 2 sure B SARASOTA, FL. 34232 Page 1 of 3 On center Dimension: 28.. 1-800-237;3928 Date/Time: AMERICA'S PREMIER SIGN COMPANY www.stewartsigns.com 8117/200912:48:22PM SCALE 1"= 30' I Mal -w I �l n.ocnn:IX G.N.TO dl T UNDSGPE 14AND yy�+/ I a i wz�.rse. --- •i •nc t d � scxm s ubs m \ t �1 Rat W � t o e1 m¢ t m R t f ¢(nW t I C, John F. Barrett . P.E. 0-15 Exp. B Windload Calculations For: J. M. Stewart Purchase Order No.: 3790 FooterOK Sign Type & Name: Witness 48 Column I Ok Drawing Number: 708160-3a Bolts Tension Ok Date: 8/17/2009 Variables: Bolts Shear Ok Approx.Sign Wt. 2000 lbs. Footer: 1 Columns: 2 Wind Speed 120 mph diameter 0 ft. d, 0 Directionality Kd 0.85 length L: 6.166667 ft. do 0.00 Exposure KZ 0.57 width W: 2 ft. b = 4 in Topographical Kt 1.00 Height H: 3.83 ft. d = 4 in Importance Factor* 1.00 Depth D: 3.5 Gust Effect G 0.85 Bolts: Spacing: 9 in. c/I h = 3.75 in Yield_ Strength (psi): 46000 Qty: 1 k = 3.75 in Dia.: 0.334 in12 w= 0.125 in Velocity Pressure:' qZ=0.00256KZK,KdV21 Area 1 Area 2 Area 3 Totals Area: 9.31 32.00 0.00 P= F(n) #Col. n Velocity Pressure:' 17.86 height 3.50 4.00 0.00 746.3067 1 1.0 width 2.66 8.00 0.00 2 0.7 Structural Material: 46000 Cf 1.70 1.70 1.70 3 0.5 centroid 1.75 5.50 7.50 4.65 ft. Steel Fb =46,000 psi wind pressure 25.81 25.81 25.81 Alum. Fb=35,000 psi wind force 240.28 825.87 0.00 1066.15 lbs Allowable Lateral 400.00 Moment 420.49 4542.31 0.00 4962.80 Ib-in S= Lateral Soil Pressure 466.67 psf Allowable Soil Load 2000 psf Ratios: Aspect 2.00 Clearence 0.53 From ASCE 7-05 Fig.6-20 Weight of Footing: d = .5A(1+(1+(4.31h/A)) ) A= 2.34P/(Slb) 2.49 0.82 Bearing Area: Wf= 150*A*D 7091.6667 lbs Footer Size OK Weight of Footing and Sign: Factor ofSafety 1.4 A = 12.33 sq. ft. Soil Pressure: WSF wAH +Ws Soil Pressure OK WSF 9091.6667 lbs Factor of Safety 2.7 Ps = 737.16 psf Moment about(a) Ma: Ma = (FjDj+F2D2+F3D3) Ma= 4962.7961 ft-lbs Column Design: Section Required: MC = Ma/n Assumes footing rigid subjecting Mc = 3474.0 ft-lbs column to bending stresses Moment of Inertia: Sx = Mc/Fb Sx = 0.9062497 in^3 Column Analysis: Section Designed: I = 4.8538411 in^4 Sx = 1/c Column Ok Anchor Bolts: In Tension Sx = 2.4269206 in^3 Factor of Safety 2.7 Bolt Yield Strength 64000 In Shear F = Mc/L Upward force on bolts Bolt Yield Strength 55000 F= 4631.943 lbs Calculations conform to ACSE 7 and FBC S = F/Ab Bolt Tension Ok 2007 with 2009 revisions. S = 13868.093 lbs/in^2 Factor of Safety 4.6 Notes: S = P/nAb Bolt Shear Ok 1. From ASCE7-05 6.5.10 S = 2234.45 Factor of Safety 28.6 2. Structural Tubing ASTM A500 Grade B. 3. Bolts are ASTM A307. 4. Concre e�trength 2500 psf minimum. 5. Steel Pipe-ASTM A53 Grade B 6. Steel Plates and Bares ASTM A36 7. Structural Steel Wide Flange and WT shapes ASTM A992 or ASTM A572 Grade .. c Florida #4 '816 vav �b�t #o;6 c • s r F � John Francis Barrett, PE W:\JM Stewart\ >' 8259 Barton Farms Blvd. 3790 Sarasota, FL 34240 5'f`.1DOn 1=: Qarreft, PE Page 1 of 1 8/17/2009 City of Atlantic Beach APPLICATION NUMBER N, Building Department (To be assigned by the Building Department.) s 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 y'r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us / APPLICATION REVIEW AND TRAC G FORM I.�i cis p o�� Property Address: /9 gG P&P&er d D nt review required Yes Buil Applicant: Planning &Zoni -Tree Administrator Project: NL!Gc1 S/a/✓ � 'W's, Izkt Ci as it q I t, fl Review fee $ Dept Signature o- Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICAT N STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING ANNING &ZONING Reviewed by:/ Date: TREE ADMIN. Second Review: [-]Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 Srayri City of Atlantic Beach LEDate PLICATION NUMBER Building Department igned by the Building Department.) Y 800 Seminole Road 09 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 ":' x,-11`9" E-mail: building-dept@coab.us ed: � City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 19 611,09 -D l T R d a_artment review required Yes No Buildin Applicant: o tanning &Zonin �.y C�-r,.��-�- � 9-�- Tree minis ra or Project: Public Works Public Utilities c--`e Public afety Review fee $ Dept Signature �('�4P `G s Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation `� Al St.Johns River Water Management District It Army Corps of Engineers � Division of Hotels and Restaurants ,\�r N Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. (Circle one.) Comments: BUILDIN PANNING &ZONING Reviewed by: � Date: REE AD�AIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER 3 Building Department (To be assigned by the Building Department.) 800 Seminole Road xu N Atlantic Beach, Florida 32233-5445 4 � 12 too Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRAC G FORM o Property Address: / 9 g� ,oy�peT _ D nt review required Yes N Buil Applicant: `77 Planning &Zoni Tree Administrator Project: A/1 1A) Siq/� Pai�S�11�Iy' Fire Services Review feeDept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDI PLANNING &ZONING Reviewed by: /71 Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 Page 2 of 2 the plans and notify you of when the plan review is complete. If you have any further questions or concerns please feel free to contact either myself, Joe DuPriest or Phil Sutherland. Have a great day. Kimberly A. Salogub Administrative Assistant Orlando Office LM Engineering, Inc. d/b/a GFA International 9659 Tradeport Drive Orlando, Florida 32827 Phone: (407)447-9865 Fax: (407)447-9868 email:_ksalogub@teamgfa.com web site: www.teamgfa.com This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate,distribute or copy this e-mail. This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Q oQ/ 1 4/11/2007 )de Kesponse :rence Plan Review Comments Date A/E Response ;C 106.1 Plans are not signed and sealed. BC 106.3.5 Kitchen exhaust hood system not provided. Fire dampers not shown in ducts passing thru rated FMC 607 assemblies for rooms 102, 133,& 135. Fire damper not shown in return duct from hall 221. FMC 302 & Door 119 is shown on the door schedule as a rated FBC 715 door. Sheet M 2 shows door 119 being undercut. Graham Shirley From: Joe DuPriest odupriest@teamgfa.com] Sent: Thursday, July 27,2006 2:02 PM To: Graham Shirley Cc: Kimberly Salogub; Philip Sutherland Subject: Emailing: New Fellowship Baptist Church Mechanical 07-27-06 Attachments: Mechanical 07-27-06.xls u� Mechanical 7-27-06.xls(76 KB.. Shirley, Here are the mechanical plan review comments for the New Fellowship Baptist Church. We received the plans on 07-18-06. I will fax the comments to the designer. Joe L. DuPriest: CBO, MCP Manager Code Compliance LM Engineering, Inc. d/b/a GFA International 9659 Tradeport Drive Orlando, Florida 32827 Phone: (407) 447-9865 Cell: (407-468-0082) Fax: (407) 447-9868 email: jdupriest@teamgfa.com web site: www.teamgfa.com NOTICE. This message contains information which is confidential and the copyright of our company or a third party. If you are not the intended recipient of this message please delete it and destroy all copies. If you are the intended recipient of this message you should not disclose or distribute this message to third parties without the consent of our company. Any views expressed in this message are those of the individual sender, except where the sender specifically states them to be the views of the company. Our company does not represent, warrant and/or guarantee that the integrity of this message has been maintained nor that the communication is free of errors, virus, interception or interference. The liability of our company is limited by our General Conditions of Services. The message is ready to be sent with the following file or link attachments: Mechanical 07-27-06 Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. <<Mechanical 07-27-06.xls>> This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. 1 Page 1 of- 2-Graham Shirley From: Hanson, Jim Sent: Wednesday, September 20, 2006 6:29 AM To: Phil Southerland (psutherland@teamgfa.com) Cc: Makowski, Stan; Graham Shirley Subject: FW: New Friendship Baptist Church Plan Review Comments Phil, The plans for this church were submitted on May 1st and comments have been sent back 3 times. What can be done to get this resolved? Can someone with GFA call their architect to "walk them through" what they need to do to get approval? Jim Hanson From: Graham Shirley Sent: Tuesday, September 19, 2006 5:04 PM To: Hanson, Jim Subject: RE: New Friendship Baptist Church Plan Review Comments It was submitted 5.1.06 ..it has not been sent back,since it is in Orlando, but they sent comments 3 times. These go directly from GFA to the contractor with a copy to us. Shirley From: Hanson, Jim Sent:Tuesday, September 19, 2006 4:58 PM To: Graham Shirley Subject: RE: New Friendship Baptist Church Plan Review Comments Shirley; When was this application 1st submitted to the city and how many times has it been sent back? Jim From: Graham Shirley Sent: Tuesday, September 19, 2006 4:43 PM To: Makowski, Stan Cc: Hanson, Jim Subject: FW: New Friendship Baptist Church Plan Review Comments Just FYI From: Kimberly Salogub [mailto:ksalogub@teamgfa.com] Sent: Wednesday, September 06, 2006 9:54 AM To: Graham Shirley Cc: Joe DuPriest; Philip Sutherland Subject: New Friendship Baptist Church Plan Review Comments Good morning- Find attached plan review comments for the New Friendship Baptist Church. If you have any questions or 4/11/2007 Page 2 of 2 concerns please let me know. Have a great day. Kimberly A. Salogub Administrative Assistant Orlando Office LM Engineering, Inc. d/b/a GFA international 9659 Tradeport Drive Orlando, Florida 32827 Phone: (407)447-9865 Fax: (407)447-9868 email:_ksalogub@teamgfa.com web site:_www.teamgfa.com This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. 4/11/2007 Page 1 of 1 Graham Shirley From: Kimberly Salogub [ksalogub@teamgfa.com] Sent: Wednesday, September 06, 2006 8:54 AM To: Graham Shirley Cc: Joe DuPriest; Philip Sutherland Subject: New Friendship Baptist Church Plan Review Comments Attachments: MEP's and Architectural 8-31-06.xls Good morning- Find attached plan review comments for the New Friendship Baptist Church. If you have any questions or concerns please let me know. Have a great day. Kimberly A. Salogub Administrative Assistant Orlando Office LM Engineering, Inc. d/b/a GFA International 9659 Tradeport Drive Orlando, Florida 32827 Phone: (407)447-9865 Fax: (407)447-9868 email:_ksalogub@teamgfa.com web site: www.teamgfa.com This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. 4/11/2007 aro a � a m a all s a a� w o � A d CA f ; < A a s a ro a �o A m 3 N d DD vy � o A 00 w N O O Crl A H O lD BP501UO2 CITY OF ATLANTIC BEACH Inspection Results Entry 11: 13: 47 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 13 0004 BL FRAMING Property address . . . . . 28 DUDLEY ST Request date, time, by . . 3/16/07 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . GM Results date . . . . . . . . . . 41107 Results status (F4) . . . . . . Final insp - flag (F4) . . . . . N Edit comments . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP50IU02 CITY OF ATLANTIC BEACH Inspection Results Entry 11: 11: 31 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 19 0001 *ERROR* Property address . . . . . 28 DUDLEY ST Request date, time, by . . 10/18/06 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . I-G= Results status (F4) . . . . . . AE Final insp - flag (F4) . . . . . N Edit comments . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP006U01 CITY OF ATLANTIC BEACH Edit Narrative 11: 11: 35 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Property address . . . . . . 28 DUDLEY ST Type information, press Enter. PARTIAL FOOTING FOR ELEVATOR PAD AND (2) PAD FOOTINGS AT ENTRY. More. . . F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults BP50IU02 CITY OF ATLANTIC BEACH Inspection Results Entry 11: 12: 00 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 13 0006 BL FRAMING Property address . . . 28 DUDLEY ST Request date, time, by . . 4/05/07 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . —4-0-5--07 Results status (F4) . . . . . . DP Final insp - flag (F4) . . . . . N Edit comments . . . . . . . YY=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . . _ 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BPO06UOI CITY OF ATLANTIC BEACH 4/11/07 Edit Narrative 11: 11: 47 1- Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Property address . . . . . . 28 DUDLEY ST Type information, press Enter. BOLTS LOOSE More. . . F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults BP501UO2 CITY OF ATLANTIC BEACH Inspection Results Entry 11: 12 : 35 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 13 0005 BL FRAMING Property address . . . . . 28 DUDLEY ST Request date, time, by 3/29/07 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . — � Results status (F4) . . . . . . DP Final insp - flag (F4) . . . . . N` Edit comments . . . Display inspection penalties . . ^ Y=Yes Point value . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12--Cancel BP501UO2 CITY OF ATLANTIC BEACH Inspection Results Entry 11 : 12 : 53 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 13 0003 BL FRAMING Property address . . . 28 DUDLEY ST Request date, time, by . . 3/05/07 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . —M Results status (F4) . . . . . . AE Final insp - flag (F4) . . . . . N Edit comments . . . . . . Y Y=Yes Display inspection penalties . . Y=Yes Point value . . . . . . . . . . _ 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP50IU02 CITY OF ATLANTIC BEACH 4111101 Inspection Results Entry 11: 13: 13 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 13 0002 BL FRAMING Property address . . . . . 28 DUDLEY ST Request date, time, by . . 3/01/07 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . 3= Results status (F4) . . . . . . DP Final insp - flag (F4) . . . . . N Edit comments . . . . . . . Y Y=Yes Display inspection penalties . . Y=Yes Point value . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP006U01 CITY OF ATLANTIC BEACH 4/11/07 Edit Narrative 11: 12: 58 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Property address . . . . . . 28 DUDLEY ST Type information, press Enter. PARTIAL FOR FIRE WALL More. . . F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults BP501UO2 CITY OF ATLANTIC BEACH Inspection Results Entry 11: 13: 35 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 11 0001 SLAB Property address . . . . . 28 DUDLEY ST Request date, time, by . . 1/02/07 17 : 00 CM Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . I'� Results status (F4) . . . . . . AP Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP006U01 CITY OF ATLANTIC BEACH 4/11/07 Edit Narrative 11: 13: 17 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Property address . . . . . . 28 DUDLEY ST Type information, press Enter. CAN NOT HAVE BACK TO BACK OUTLETS IN A FIRE WALL More. . . F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults CITY OF ATLANTIC BEACH cc: n BUILDING / ZONING DEPARTMENT �" w 5 800 Seminole Road L. Hi ins J Atlantic Beach,Florida 32233 err '��f�►,3iU%� (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # (10 - 50f-�g Property Address: Applicant: Project: '0�umr'-hj ato -r Uu cab MCLI hi d C-A %..� - J T:7A:pproved application has been:been: G P-A� �(2o --- Reviewed and the following items need attention: Please re-submit yo plication when these items have been completed. Reviewed By: Y Date: �' S ev Date Contractor Notified: Fj 11 U-) ittG 4— i F' CITY OF ATLANTIC BEACH a BUILDING PERMIT APPLICATION " (New/Residential& Commercial) Date: June 20,2005 Job Address: 28 Dudley Street;Atlantic Beach,FL 32233 Owner's Name: Forest Thomas Add* 28 Dudlgy Soret Atlantic Beach Tr 3223 . Phone: 904-254-4339 Legal Description:Block Number Lot Number Zoning District: Cr.- Contractor: Ancon Argbitects &Contractors.Inc. State License Number: cote-06W3& Address: 11497 Columbia P&rk W.#1 Phone: 944-260-8605 City: Jacksonville State: FL Zip: 32258 Fax:904-260-SW Describe proposed use and work to be done: New sanctuary and educational building to replace demolished sanctuary. Present use of land or building(s): Church site Valuation of proposed construction: S 1.0 million Is approval of Homeowner's Association or other private entity required?-hla _ If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ©140. Applicant certifies that no change in site grade or fill material will be used on this project. ®YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. ®YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as aograpriate. Incomplete applications may result in delay is issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Plammng and Zoning Department at 944-247-5826. In order to correctly verify zoning designation. please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (if not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,A.tinatic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Trac Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, biotite of Commencement, OwnerfContractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Tdephone:(904)247-5826 1)00 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5804 - Fax: (904)247-5845 - httpJ/www.ci.atiantk-beach.tLus Page 2 Revised 1104 �'d 609809Zb06 J1suo019einpe1i4ojV uoo.1V egb;l L 90 LO AeIN In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performedd. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify may existing structures and uses. 3. If required by the Department of Public Works,a pre-const7rucdoa topographical survey. 4. Any significant enviromnental features,including any jurisdietional wetlands,CCCL,natural water bodies. S. Impervious Surface area calculations. Include driveways,sidewalks,patios and other impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. & Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all in anon provith this application is comet.. Signature of r• Date: I hereby certify- that 1 have read and examined this application and know the same to be true and correct. All provisions of tate 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 pro isions of any federal.slate or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the arm of construction of the property. I understand that the issuance of this permit is contingent upon the about information being ttu degree d that the plans and supporting data have been or shalt be provided as rdx}uired Signature of Contractor: Date: �D Address and contact info tion of person to r ave all correspondence regarding this application(please print) Name: 'Hi Cjtl e4 �1 (�� Mailing Address: Pbone: �1t 4-12&0-8hQ' Fax:Q�T-O -E-Mail: AS TO OWNER: Swom to and subscribed before me this !5f T� day of �, ,20� State of Florida,County of Duval f� 0"P1 `y�¢ ..State a}Fbrida Notary's Signature: tl Ger+s F IaWonas a biY'=onrnsswn 00400341 ?O_; Exu� r�ar2btn D ©')'ersonslly known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of � ,20 OS. State of Florida,County of Duval Notary's Signature: #w►y� Fotary pudic State d Florida ;Q 4' Glom E% '.Maas E} Personally Known Mi:Ar.•:iSM)f OD40034i ❑ Produced identification P+s .r+..3 EY42183200? Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-SM - Fax: (91)4)247-5845 • http:/lwww.ei.atientie-beacb.fl.us Page 3 Revised 1/oar 7.d fa09fR097.t,06 Jlsu00j?eanloat!4ojd uooay eg{y L L 90 LO AeIN APPLICATION FOR A VARIANCE City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 • http://www.coab.us Date 5 2 1 2/n6 File No. 2 V/4 j2—2 0 0(P�4 1. Applicant's Name New Friendship Missionary Baptist Church 2. Applicant's Address 28 Dudley Street , Atlantic Bch, FL 32233-1951 3. Property Location Between Mayport Rd and Lewis ( 28 Dudley St) Lot 4, 5 4. Property Appraiser's Real Estate Number 172202-0000-1 Donners R/P 5. Current Zoning Classification 6. Comprehensive Plan Future Land Use designation 7. Provision from which Variance is requested 8. Size of Parcel 9. Homeowner's Association or Architectural Review Committee approval required for the proposed construction. ❑Yes ®No (If yes,this must be submitted with any application for a Building Permit.) 10. Statement of facts and site plan related to requested Variance,which demonstrates compliance with Section 24-64 of the Zoning, Subdivision and Land Development Regulations, a copy of which is attached to this application. Statement and site plan must clearly describe and depict the Variance that is requested. 11. Provide all of the following information: a. Proof of ownership (deed or certificate by lawyer or abstract company or title company that verifies record owner as above). If the applicant is not the owner, a letter of authorization from the owner(s)for applicant to represent the owner for all purposes related to this application must be provided. b. Survey and legal description of property for which Variance is sought. c. Required number of copies: Four (4), except where original plans, photographs or documents larger than 11x17 inches are submitted. Please provide eight (8)copies of any such original documents d. Application Fee($150.00) I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT: Signature of owner(s) or authorized person if owner's authorization form is attached: Printed or typed name(s): Forest Thomas Signature(s). ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARD�G THIS APPLICATION Name: Mailing Address: - Phone: FAX: E-mail: (2) Parking spaces for Uses other than residential Uses shall be provided on the same Lot or not more than four hundred (400) feet away. A shared parking agreement shall be required where off-site parking is used to meet parking requirements. In such cases, the Uses sharing parking must demonstrate different peak-hour parking needs. (f) Design requirements. �■� (1) Parking space dimension shall be a minimum of ten (10) feet by twenjY (20) feet; except that smaller dimensions may be provided for single-family residential Lots, provided that adequate on-site parking is provided to accommodate two(2)vehicles. (2) Accessible parking spaces shall comply with the Accessibility Guidelines for Buildings and Facilities(ADAAG), and shall have a minimum width of twelve (12)feet. (3) Minimum width for one-way driveway aisle shall be twelve (12) feet, and the minimum width for two-way driveway shall be twenty-two(22)feet. (g) Parking space requirements. (1) Auditoriums, theaters or other places of assembly: One (1) space for every four (4) seats or seating places. (2) Bowling alleys: Four(4) spaces for each alley. (3) Business or commercial Buildings: One (1) space for each three hundred (300) square feet of gross floor area. (4) Churches, temples or places of worship: One (1) space for each four (4) seats or seating places. (5) Clubs or lodges: One (1) space for each four(4) seats or seating places or one(1) space for each two hundred(200) square feet of gross floor area,whichever is greater. (6) All residential Uses: Two (2) spaces per Dwelling Unit. Parking for residential uses shall be located within paved or stabilized driveways, Private Garages or carports or such areas intended for the day-to-day parking of vehicles. Vehicles shall not be routinely parked within grassed or landscaped areas of a residential Lot. Mechanical or other automotive repair work on any motor vehicle shall not be performed out-of-doors within any residential Zoning District, except for minor maintenance or emergency repair lasting less than eight (8) hours and performed on a vehicle owned by the occupant of the residential property. (7) Hospitals, clinics and convalescent homes: One and one-half(1 1/2) spaces for each hospital bed. (8) Hotels and motels: One (1) space for each sleeping unit plus spaces required for accessory Uses such as restaurants, lounges, etc., plus one employee space per each 20 sleeping units or portion thereof. Initial Effective Date: January 01,2002 Last amended April 11,2005 as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-05-186 78 T+C/GuP # .52 6' USArrbillTr<k9 8525 2161 9587 oNp 0215 Express "ambo' I From��,d. 4a Express Package Service Packages up ro 150In SendersfedExDate0 & Account Number 1g4{ —=4� OFedExPriorityOvernight FedEx Standard Overnight FedEx FirstOvernight Nara business mommg• Neo business afternoon' �—�Eergen nen business morning delrvarym sekn bcaeana' Sender's Name Phone{904) 247-5$QQ FedEx2Day FedwExpeesysSaver Second business day' FedEx Enveloperate not ova I,Ne M,—charge.One-pound company CITY OF ATLANTIC BEACH 4b Express Freight Service Packages aver 159 It 7, FedEx I ay Freight* FedEx 2Day Frrpht ^'I FedEx 30ay Freight Nenhusmass a,— second business dew` —' Thad Name.,y' Address eao SEMINOLE Rn Lail fpr Gnnh soon_ _ Oept,Tioorrseeertkoam 5 Packaging oadared vaNalrte s city ATLANTIC BEACH state FL zip 3233-5461 �ops, ❑ Fe EP.� i_; Fe Ex Tube oth FedEx large Pak end FedEx Sturdy Pak 2 Your hrternal Billing Reference First 24 Characters will ap"aronF—ce. 444 E Special Handling 3 To SATl11�AY NIHDweoc y — HOLD Saturday mygw0 Rtory atNdExLocatien at Fed Exlocanon Recipients �'/t jQ x.57' Phone( 40 1) 71-0 i r:ybrdr mega aeExFaie�px FWIN2Doy.-V.1Mana Name V flaphtmedact aPgaa. Fed&2oavm sd.akcmm 0owlittldliew contain dangerous goads? Company r7 No [:] --- Otlr Ice x_ No asewanaphed a yShsaeckwon orvcaa.uNfets '_ �P0'reo"i"a0on np'q ad E]Cargo Aircraft Only �t` Oarigamus goods(inckrdrp Ory icel carmo�ba sfgped ktFedEx peckegirq add(ess s �9 /r�� / 1 1 C. 7 Payment Bilito.,� -E.,ed Acs.N,.a credo CrdtYa below. Ws—ri,t deliver to PO by or P.O.ZIP codes. oepthlpatsugwaoan Senderaisaaeon LJ Recipient U Third Party CraditCerd Cash wb Address To request a package be held at a spacifie Fad&location,prim FedEx address here. FedEx Ace,Ns. Exp. rQ� / C ed Card No _ Pat- city C�'eI�IYJ.t Q State ZIP c;�-7 �TolalPackages —— Total Might Total Declaredyaluet tour liahil you Fed rty�s limHed to 3100 unless o dedareahigher value.See back details. 8 Sign to Authorize Delivery Without a Signature Try onfine Shipping . t ► d By using this Airbill you agree to the service conditions on the back of this Airbill ---- — ---------- ----- andinourcurremSetVice Guide,Including terms that lima our liability. By signing you euUorite us to deliver this shipment,without obtaining a signature Lf Questions?Visit our Web site at fedex.eom and„ream indemnity and hold us harmless from any resulting claims. or call 1.800.GoFedEx 1.800.463.3339. 0309770211 SRS.oa oaattva•Pan#150279-01994-M Fedlix-FRNTED N US Graham Shirley From: Joe DuPriest bdupriest@teamgfa.com] Sent: Thursday, July 27, 2006 3:02 PM To: Graham Shirley Cc: Kimberly Salogub; Philip Sutherland Subject: Emailing: New Fellowship Baptist Church Mechanical 07-27-06 Attachments: Mechanical 07-27-06.xls Mechanical 7-27-06.xis(104 K.. Shirley, Here are the mechanical plan review comments for the New Fellowship Baptist Church. We received the plans on 07-18-06. I will fax the comments to the designer. Joe L. DuPriest: CBO, MCP Manager Code Compliance LM Engineering, Inc. d/b/a GFA International 9659 Tradeport Drive Orlando, Florida 32827 Phone: (407) 447-9865 Cell: (407-468-0082) Fax: (407) 447-9868 email: jdupriest@teamgfa.com web site: www.teamgfa.com NOTICE. This message contains information which is confidential and the copyright of our company or a third party. If you are not the intended recipient of this message please delete it and destroy all copies. If you are the intended recipient of this message you should not disclose or distribute this message to third parties without the consent of our company. Any views expressed in this message are those of the individual sender, except where the sender specifically states them to be the views of the company. Our company does not represent, warrant and/or guarantee that the integrity of this message has been maintained nor that the communication is free of errors, virus, interception or interference. The liability of our company is limited by our General Conditions of Services. The message is ready to be sent with the following file or link attachments: Mechanical 07-27-06 Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. <<Mechanical 07-27-06.xls>> This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. 1 FedEx I Track Page 1 of 2 i l US Home Customer Fed"m Es aMol Search Office!Print Services Freight Services Expedited Servi Ship �_I Manage My Account II International Tools Track Shipments g Printable Version T Quick Help Detailed Results V"_qA idress? Tracking number 852521619315 Delivered to Receptionist/Front Desk Reduce future mistal Signed for by H.HOUGHTON Service type Standard Overnight FedEx Address Che( Ship date Jun 9,2006 Weight 25.0 lbs. Delivery date Jun 12,2006 8:01 AM Shipping Freight? Status Delivered FedEx has LTL, air fi surface and air expe, multi piece package and ocean freight. DatelTime Activity Details Jun 12,2006 8:01 AM Delivered 6:34 AM At local FedEx facility ORLANDO, FL 6:07 AM On FedEx vehicle for delivery ORLANDO,FL Need to track a Jun 11,2006 11:03 PM At dest sort facility ORLANDO, FL FedEx SmartPost 9:52 PM At local FedEx facility ORLANDO, FL shipment? Jun 10,2006 12:52 AM At dest sort facility ORLANDO, FL Jun 9,2006 5:33 PM Left origin JACKSONVILLE, FL 1:09 PM Picked up JACKSONVILLE, FL Signature proof I Email results Track more shipments Subscribe to tracking updates(optional) Your Name: I _ Your Email Address: Email address Language Exception Delivery r updates updates — English F F English r F- �— English F- F I English r Select format: r HTML (' Text r Wireless Add personal message: Not available for Wireless or non-English characters. http://fedex.com/Tracking?ascend_header=l&clienttype=dotcom&cntry_code=us&langua... 6/21/2006 GFA INTERNATIONAL 442 N.W. 35th Street Invoice BOCA RATON, FL 33431 Phone(561) 347-0070 Fax(561)395-5805 DATE INVOICE# Additional Locations Ft Myers:239-489-2443 6/30/2006 121780 Stuart:772-489-9989 Orlando:407-447-9865 (?��,t;iINVAAT�0'0� Visit Our Web Site www.teamgfa.com BILL TO PROJECT NAME CITY of ATLANTIC BEACH City of Atlantic Beach 800 Seminole Road BCA,PR and Inspection Svs. Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 Mr.Jim Hanson,City Manager Quarterly Prize Drawing! P.O. NO. TERMS PROJECT ID# Visit us at TeamGFA.com and take a quick online survey to enter. Net 30 06-0585 City of Atla.. DESCRIPTION QTY �u RATE AMOUNT Plan Review 6/13/06-New Friendship Baptist Church 4 85.00 340.00 6/14/06-New Friendship Baptist Church 7 85.00 595.00 6/29/06-New Friendship Baptist Church 6 85.00 510.00 6/30/06-New Friendship Baptist Church 2 85.00 170.00 Date .-� �a 0 6 Group # I Req .Amount Approval I Date Approval 1 Date Approval / Date Please include the project#and invoice#on all payments. Thank you for your business. Total $1,615.00 A 1.5%Per Month Late Fee Will Be Added To All Past Due Invoices. 07/12/2006 14:35 4074479868 GFA mut nl�no .r . GFA,International Boca Raton • Fort Myers • Stuart • Orlando NA"cP�. FACSIMILE TRANSMITTAL Date: 7 / 2Z '5 6 This Facsimile contains pages) including this cover sheet. Please deliver to: p y J -- f Fax#I Office#: Fax# S',�,/ L ey Phone # From: �s� '�i� �� e-r '7 /Orlando Office Return.Fax#1 Phone #: Fax# (407) 447-9868 Phone # (407) 447.9865 COMMENTS: A ,, © v ex T/ This transmission may contain information that is privileged,confidential and/or exempt from disclosure under applicable law. If you are not the Intended recipient, you are hereby nottfled that any disclosure, copying, distribution, or use of the Information contained herein(including any reliance thereon).Is STRICTLY PROHIBITED.If you received this transmission In error, please Immediately contact the sender and destroy the material in its entirety, whether In electronic or hard copy format. Corporate Office Gulf Coast Office Treasure Coast Office Central Florida Offlce. 442 N.W. 351'Street 5851 'Country Lakes Drive 7882 S.W. Ellipse Way 9659 Tradeport Drive Boca Raton, Florida 33431 Ft. Myers, Florida 33905 Stuart, Florida 34997 Orlando, Florida 32827 (561)347-0070 (239)489-2443 (772) 489-9989 (407) 447-9865 (561)395-5805 Fax (239)489-3438 Fax (772) 489-2989 Fax (407) 447-9868 Fax WEB SITE: www, gfa-intl.com- City of Ada° once Date: Rea C Nno:06.0585 gaPt C1►ah Response FroVie.New Erren�' Date prO D' 'pbne. ArCbdleY gtreet Comments Address: code Plan Resew do not xNa 5 $eferen� 4, 101A4 snd rte bottom ,of d°°fs. 100S-1.6 petAs 91 doors- A, nude 13 S SUSt" 4.18. closet,P- 9 X-3 NoA,101 - S also 11 8) shote bid water 7.2.1.3.3 Grab bar height e�ated, is not ahold s mount►ng be�gb A� ii-4.Zb.2 �aP not g fonnta� 10 .4.1511' Bi:Low S�a fivre 27) a�not aho'W li 10) sbo'u•(Set SC shower"I - u in A 1 4.1.3 .0) ass d i{it is a(see 1] per..{ab fiherP� �enaions an � also forbwhee creeasibilitY- See 11.4.21.2 seat,� l chi a snot illustrate 12 A 0 4.21.6 4.21$) Shown and abiut9 and s �� and B1A9 bandrAl grasp 3 petal dunce, 100911. b bandrailjw eons- d 13 A.9 1 lfl Z 3 balv►ster� foc restr°°n°s'elevator 1obb9�' .4ox signage shown eteyator lobby as NIX 1].4,30 parld-a tious Of smoke detectors in 14 L Jac "eQuwd pe 3002 8 no sh � meats of*C 3002.3 L-2 l with au 15 1 Must Comp' CceasibM- 3003.2 !tor A not sbo�'°n'unable ,1 3601 Ems' detailsidata n 3009 appy' 16 AA 3011 g !tor WAIAD2 Qulreme is of sectio 106.3.5 to Bete bon rovided- -K A 11-410 need CU a-*.!Is not 9 meat:0" 5 �ar� V°`"P Yroiedlgo.* �dsht BaP pate ect%sme' hitectQrat s PrO� p flpe: An Sued Comment Address;28 Duode Ylaa geterence Plan �b��glOads refereu�s Item Shy dmg dravr►n 130. Mdsl�i code � on not 1012 glotid ancY class eterf0sine the 1 C-1 etc ►P o t,'on iII order t ed%we 503• The liv 503 hown+Abu a a&be1 �e 2na q�oc ass Covet Tab Mows dmg*Tsvdu s ldr tiftes kgs shit PA ch 2 shed buil ' karat a ad floor be �� e,a mt ;me ass gaave footage t on i�ln get a reWirevmca. indicatedd o omPli X_4 4 5pg.i, ell d a 1Vier� wia �ccd d e»►s�e rc ted at'' 3 $g E3 1004.6 g �1(3 of the agad doo ts Of 11 ceati°n• aJoe aot sh0�1°2as 709 The foUowcog t 000 Z0 0+1'ZO h'ard�ac.gcl►edple- 'is 3 and 3 °�close�e Oe D°t ahoy p4 dO�s meted A 1 A x „ abs 113• �agg q aro for wine F"bC-I14.5 No rating sb°d 22g. and Table rooms 20q aQ shote' 2 ati°as not e 5 A 'l14.5 Iaterior i mash class a t9Pe of sea tin�o calculate T able 803,5 own as to th 101,unable 004.1.2• g A 2 �°data sh�vorsbiP room er table-1 Table Puede m or area dared aetafls 12tAq ed _ _ot,1e flu Discipline: Architectural Address: 28 Dudley Street rl,9, Pl" Code Response Sheet Reference Plan Review Comments Date A-10 106.3.5 Coiling door at kitchen pass-thru window not shown. LS-1 E Exit signs shown do not illustrate direction of travel 2 1006.3.8.1 arrows. A-1 LS Exit sign located in font of kitchen door #115 21 1 E-2 1013.2 indicates pass thru a hazardous area/Kitchen. Not allowed.(See section 1013.2) 106.3.5 Occupancy load data shown references 2001 table 22 LS-1 Table 1003.1.Room Occupancy calculations shown do not 1004.1.2 comply w/Table 1004.1.2. 23 LS-1 1014 Occupancy load shown on sheet LS-1 is 474, cove sheet shows occupant load of 256,need clarification. 106.3.5 No installation/data/details provided for the pre-fab 24 N/A 1509.5 1509.5.2 fiberglass steeple illustrated. 25 N/A Table 1505.1 Roof classification for type of construction not shown. 26 ES 114.6.4 Van accessible parking not identified. Approximately 86 parking spaces shown and two " ES 114.1.2(10) handicap spaces, must provide minimum of 4 handicap parking spaces. ��*+. #465 and #965 not found in UL GFA PRIVATE PROVIDER SERVICES Client: City of Atlantic Beach Designer: Arcon Architectural&Construction Inc. N Project No.: 06-0585 Reviewer- Joe L.DuPriest r i Project Name: New Friendship Baptist Church License#: PX 2167 Discipline: MEP'S Description: Type 11-b small assembly9 ovoeas� Address: 28 Dudley Street Date: 7/12/2006 A Item Plan Code Response Date Satisfied W No. Sheet Reference Plan Review Comments Date A/E Response &Initials M, rSh N/A Index shows mechanical pages M-1,M-2,&M-3. A Drawings not provided. General Note 15 refers to exam rooms and o m 2 E-1 N/A redundant grounding.Possible typographical error. Load calculations show 4 HVAC units. Panel schedules show 6 HVAC units. Units also appear to 3 E-1 Article 220 be mis-labeled on load calculation. Load calculations questionable with missing HVAC units not included. 4 E-1 FBC 106.3.5 Load calculations for panels not shown. - n Emergency lighting not shown in sanctuary and at 5 E-2 FBC 1006 top of stairways on second floor. Also appear the lighting levels on second floor exit access corridor do not provide levels of illumination per 1006.1.3. 6 E-2 2002 NEC Exit&emergency lighting is shown on switched 700.20 circuits. 7 E-3 2002 NEC Service receptacle at A/C compressor and AHU's 210.63 are not shown. 8 E-3 N/A Drinking fountain circuit not shown. 9 P-1 N/A Need details for grease trap. 10 P-] NIA Second floor shows one MOP-2.No MOP-2 shown m on sanitary riser diagram. -- m CD m Page 1 of 2 GFA PRIVATE PROVIDER SERVICES ^^ Client: City of Atlantic Beach Designer: Arcon Architectural&Construction Inc. N Project No.: 06-0585 Reviewer: Joe L.DuPriest r i Project Name: New Friendship Baptist Church License#: PX 2167 �` FF Discipline: MEP'S Description: a II-b small assembl 9�PRav�oEPs Address: 28 Dudley Street Date: 7/12/2006 a Item Plan Code Response Satisfied0 No. Sheet Reference Plan Review Comments Date A/E Response =tDzte Initials A Plumbing notes show a slope for 2"and smaller as 11 P-1 FPC 704 "r" and 3" and larger as"w". Typographical error? CD co 12 N/A FBC 106.3.5 Domestic water ricer not provided. 13 P-1 FPC 607.3 Provision for thermal expansion not shown on waterheater detail. 14 D 16 27 18 19 20 21 D G) 22 m m M M m Page 2 of 2 r F ecR; X, USAirbillNF Number, 8 5 2 5 2161, 9 315 oro 0215 Express 1. From la aaap dt V.ao 4a Express Package Service Packages up to 150 lbs. �n Senders FedEx 1896—X99 i—5 ❑ FedEx Prior ty Overnight �'.d Standard OvemigM FedEx First Overnight Qate �( Account Number G Nen business morning' iness afternoon Earliest nen business ni -�Q deliveryto uriecrlocations• Sende Name rs .� ��c n honeI904) 247-5800 ❑ v ❑ Express —� — J FedEx Way FedEx Saver Secondbusinessday Third business day' L— FedE.Envelope i de not aveileble.Mmimum cM1erga:In,paundnoi I Company CITY OF ATLANTIC BEACH 4b Express Freight Service Packages over15olbs. ❑ FedExlDa Freight" ❑ FedEx2DayFrei M L] FedEx3DayFreight 'c Nonbusiness day" Second business day Third business day' Address 800 SEM I NOLE RD Cad for cordirmaaon: a D.PUfloor/Suaalnoom = 5 Packaging Declared value bma$a0c m Cnv ATLANTIC BEACH state FL zip 32233-5461 ❑ Eedelope* ❑ FBdExPak'manPak ❑ Fi Box FedEx u Tube C,"e'er 1 a FedEx large Pak and FedEx Sandy Pak Z 2 Your Internal Billing Reference Fim 24 characters will appear on arvuice. 6 Special Handling 3 To SATtl MYOok" HOLDnkaay HOLD SM day # �� .,nilable ONLY for ' at FedEx Locatim at FedEx Location Recipients fl�t�� ( 1 ) ��0 �eExlo yR a-F.ri--v `r,J.Frstovarni nt FadIuPn; yoeemi htand m Name ` Phone Freight to saiac:zi codas g reef zoav abselect ��. Does this shipment contain dangerous goads? m 0 CompanyYes Dfy Ice x m ^ ❑ No Yes ranaphad — sheippeesDaclarabon ❑ Dy1ce,9.UN1895 kg > Slippers Declarat- not required ❑Cargo Aircraft 0* 'r Recipients � D�1 1\�� Dangerous gooey imcwmog0rvlcel canno be anippedm eeE Packaging k Address L 1 Y 7 P Bill% z L• EMM fedEx Ace.No.w Crede Card No.below. We cannot deliver to P.O.bozos or P.O.ZIP codes. DBPtIAoor/suiramoom r Sender ❑Recipient ❑ Third Parry ❑ Credit Card ❑Cash/Check o Acct No.ill Section 1 will be billed. Address = To request a package be held at a specific FedEx laceaon,print FedEx address here. FedEx Acct No. V �� A �•/ Credo To No, _ 0 (�•//1_ l// D C Or wLtAD -- State ZIP Taalpadcages Total Weight Total Declared Yeluet g x 00 m tour liability is limited to$100 unless you declare a higher value.Sea back for details. Fed&Use Only 8 Sign to Authorize Delivery Wrthout a Signature Try online shipping r r By using this Airbill you agree to the service conditions on the back of this AiMR 4 6 6 and in our current Service Guide,including terms that lima our liability. By signing you authorize us to deliver this shipment without obtaining a signature Questions?Visit our Web site at fedex•com and agree to indemnity and hold us harmless from any resu inclaimclaims. ©309770211 or call 1.800.GoFed Ex 1.600.463.3339. sits•nev Date nN3•Pan 01 58279.019M-2003 FedEr•PaIMED IN U.S.A. Page 1 of I Graham Shirley From: Kimberly Salogub [ksalogub@teamgfa.comj Sent: Wednesday, September 06, 2006 9:54 AM To: Graham Shirley Cc: Joe DuPriest; Philip Sutherland Subject: New Friendship Baptist Church Plan Review Comments Attachments: MEP's and Architectural 8-31-06.xis Good morning- Find attached plan review comments for the New Friendship Baptist Church. If you have any questions or concerns please let me know. Have a great day. Kimberly A. Salogub Administrative Assistant Orlando Office LM Engineering, Inc. d/b/a GFA International 9659 Tradeport Drive Orlando, Florida 32827 Phone: (407)447-9865 Fax: (407)447-9868 email: ksalo ub(&teamgfa.com web site: www.teamgfa.com This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. 9/19/2006 ference Plan Review Comments ( Date A/F Kr,r Must comply with all the requirements of the FBC 3007 Elevator Accessibility. Elevator installation 3003.2 details/data not shown,unable to determine if 3007 requirements of section 3009 apply,need 106.3.5 clarification. Elevator shop drawings shown still does not provide requirements of sections 3003.2 and 3007. Refer to Items 16& 17 from 7/12/06. No installation/data/details provided for the pre-fab fiberglass steeple illustrated. Data sheet shown for 1509.5 fiberglass church steeple does not provide letter of approval documentation,compatable fire resistance rating per 1509.5 for construction type. Refer to Item 24 from 7/12/06. General Note 15 refers to exam rooms and N/A redundant grounding. Possible typographical error. Item no.2 from 7/12/06 reviewed comments has not been done. FBC 106.3.5 Load calculations for panels not shown. Item no.4 from 7/12/06 not done. ^-aency lighting not shown in sanctuary and at nn second floor. Also appear the ~nr exit access corridor do 11%06.1.3. Exit Client: City of Atlantic Beach Designer: Arcon Architectural&Constru.:- --,_ :ct No.: 06-0585 Reviewer: Joe L. DuPriest Name: New Friendship Baptist Church License#: PX 2167 ;cipline: MEPs and Architectural Description: Type 11-B Small Assembly Church �r kddress: 28 Dudley Street Date: 8/31/2006 `'�'1��`�� Plan Code Response Date Satisfied Sheet Reference Plan Review Comments Date A/E Response &Initials ES,E-1, E-2,E-3, FBC 106.1 Sheets listed are not signed and sealed,see item I P-1,P-2, from 7/27/06. E- I M-2 FBC 106.3.5 Kitchen exhaust hood system not provided. Item #2 from 7/27/06 not done. 1 l2 l3 14 15 16 17 18 BP250I04 CITY OF ATLANTIC BEACH 4/11/0 Application Tracking Individual Step Inquiry 09: 57 : 31 Application number . . . . : 06 00032896 Address . . . . . . . . . . . 28 DUDLEY ST RE number . . . . . . . . . . - - - NCR OLD ACCOUNT NUMBERS . . . Application type . . . . . : COMMERCIAL NEW CONSTRUCTION Revision number . . . . . . . Agency/Path/Step/Seq . . . : BUILDING DEPT. A 01 00 Required step, apprvl cd . : Y AP Date submitted . . . . . . . 5/04/06 Approval code . . . . . . . : APN APPROVED AS NOTED Reviewed by . . . . . . . . : LS LISA SHOWMAN Revised est cpl date . . . . 5/04/06 -------------------------------- Comments ---------------------------------- Comment Print Date Construction Site Plan only approved. NO TREE REMOVAL 5/05/06 ALLOWED. Met with Forest Thomas onsite 5/2/06 to discuss . 5/05/06 Tree Removal Permit required before Building Permit can be 5/05/06 issued (met with Forest Thomas 5/2/06 to discuss 5/05/06 More. . . F3=Exit F9=Expand comments F12=Cancel F14=Action log inq F16=In/out dsp BP250I03 CITY OF ATLANTIC BEACH 4/11/0 Application Tracking Inquiry Step Selection 09: 55 : 00 Application number . . . . : 06 00032896 Address . . . . . . . . . . : 28 DUDLEY ST RE number . . . . . . . . . . - - - Application type . . . . . : COMMERCIAL NEW CONSTRUCTION Type options, press Enter. 5=Display 6=In/Out display Path ---- Key Dates --- - Review Summary - Opt Agency description Rev Step Req In Est Cmpl Resulted Stat By _ PLANNING & ZONING A 01 Y 05/01/06 05/04/06 10/12/06 AP SLG _ PUBLIC UTILITIES A 01 Y 05/11/06 05/04/06 06/05/06 APN LS _ PUBLIC WORKS A 01 Y 05/04/06 05/04/06 05/04/06 APN LS BUILDING DEPT . A 02 Y 10/12/06 10/18/06 10/12/06 AP SLG Bottom F3=Exit F7=Revisions F10=View 2 F12=Cancel F14=Action log inquiry BP250I03 CITY OF ATLANTIC BEACH 4/11/0 Application Tracking Inquiry Step Selection 09 : 54 : 24 Application number . . . . : 06 00032896 Address . . . . . . . . . . . 28 DUDLEY ST RE number . . . . . . . . . . - - Application type . . . . . : COMMERCIAL NEW CONSTRUCTION Type options, press Enter. 5=Display 6=In/Out display Path ---- Key Dates --- -- In/Out -- Copy Opt Agency description Rev Step Req In Est Cmpl Last Stat Plans _ PLANNING & ZONING A 01 Y 05/01/06 05/04/06 IN 0 _ PUBLIC UTILITIES A 01 Y 05/11/06 05/04/06 IN 0 _ PUBLIC WORKS A 01 Y 05/04/06 05/04/06 IN 0 BUILDING DEPT. A 02 Y 10/12/06 10/18/06 IN 0 Bottom F3=Exit F7=Revisions F10=View 1 F12=Cancel F14=Action log inquiry BP250I04 CITY OF ATLANTIC BEACH 4/11/07 Application Tracking Individual Step Inquiry 09: 55 : 39 Application number . . . . : 06 00032896 Address . . . . . . . . . . . 28 DUDLEY ST RE number . . . . . . . . . . - - - NCR OLD ACCOUNT NUMBERS . . . Application type . . . . . : COMMERCIAL NEW CONSTRUCTION Revision number . . . . . . . Agency/Path/Step/Seq . . . : BUILDING DEPT. A 01 00 Required step, apprvl cd . : Y AP Date submitted . . . . . . . 5/01/06 Approval code . . . . . . . : AP APPROVED Reviewed by . . . . . . . . : SLG SHIRLEY GRAHAM Revised est cpl date . . . . 5/04/06 -------------------------------- Comments ---------------------------------- Comment Print Date F3=Exit F9=Expand comments F12=Cancel F14=Action log inq F16=In/out dsp BP201IO2 CITY OF ATLANTIC BEACH 4/11/07 Application Selection By Application Number 09 : 52: 37 Property address . . . . . 28 DUDLEY ST RE number . . . . . . . . . - - - Type options, press Enter. 1=Select 5=View detail Opt Appl Nbr Type Stat Date Tenant Nbr/Name _ 07 00000481 MECH PI 4/10/07 _ 07 00000291 MECH PI 3/15/07 _ 07 00000260 MECH PI 3/12/07 _ 07 00000182 ELEC PI 2/23/07 _ 06 00100103 ZVAR PR 6/05/06 CHURCH PARKING _ 06 00034139 ELEC PI 10/24/06 _ 06 00034136 PLBG PI 10/23/06 _ 06 00034129 PLBG AP 10/20/06 _ 06 00033119 TREE PI 5/31/06 TREE REMOVAL _ 06 00032896 CNEW PI 5/01/06 SANCTUARY/EDUCATIONAL BDG 05 00030507 TENT PI 6/07/05 TEMPORARY TENT F3=Exit F12=Cancel BP201I03 CITY OF ATLANTIC BEACH 4/11/07 Application Selection Detail 09: 53 : 57 Application number . . . . . 06 00032896 Property address . . . . . . 28 DUDLEY ST RE number . . . . . . . . . . - - - Tenant name & number . . . . SANCTUARY/EDUCATIONAL BDG Application type . . . . . . COMMERCIAL NEW CONSTRUCTION Application status . . . . . PERMIT ISSUED Application date 5/01/06 Status date . . . . . . . . . 6/07/05 Estimated value . . . . . . . 1000000 Application group . . . . . . Press Enter to continue. Press F6 to select application. F3=Exit F6=Select application F12=Cancel BP250UO2 CITY OF ATLANTIC BEACH 4/11/07 Application Tracking Individual Step Review 10 : 02 : 26 Application number . . . . : 06 00032896 Application type . . . . . : COMMERCIAL NEW CONSTRUCTION Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC UTILITIES A 01 00 Date submitted, resulted . . 51106 60506 Approval code . . . . . . . : APN APPROVED AS NOTED Reviewed by . . . . . . . . : LS LISA SHOWMAN Revised est cpl date . . . . 50406 Copies of plans . . . . . . . Seq Comments Prt Date 1 . 00 Sewer tap is existing. Water tap is existing. Water tap 51506 is 3/4", will need to run new 2" tap. Provide information on fire line (see below) . 2 . 00 A reduced pressure zone backflow preventer must be 51506 installed on the customer side of the water service. Backflow preventer must be tested by a certified tester, More. . . F3=Exit F12=Cancel BP250UO2 CITY OF ATLANTIC BEACH 4/11/07 Application Tracking Individual Step Review 10 : 02 : 26 Application number . . . . : 06 00032896 Application type . . . . . : COMMERCIAL NEW CONSTRUCTION Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC UTILITIES A 01 00 Date submitted, resulted . . 51106 60506 Approval code . . . . . . . : APN APPROVED AS NOTED Reviewed by . . . . . . . . : LS LISA SHOWMAN Revised est cpl date . . . . 50406 Copies of plans . . . . . . . Seq Comments Prt Date and a copy of the results sent to Public Utilities . 3. 00 Sewer cleanout must be installed at the property line . 51506 Cleanout must be covered with RT-1 concrete box with metal lid, set to grade and visible. 4 . 00 Remove "Standard Notes to be Included on Water and Sewer 51506 Design Drawings" Sheet 8 . (All pertain to JEA, not More. . . F3=Exit F12=Cancel BP250UO2 CITY OF ATLANTIC BEACH 4/11/07 Application Tracking Individual Step Review 10 : 02: 26 Application number . . . . : 06 00032896 Application type . . . . . : COMMERCIAL NEW CONSTRUCTION Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC UTILITIES A 01 00 Date submitted, resulted . . 51106 60506 Approval code . . . . . . . : APN APPROVED AS NOTED Reviewed by . . . . . . . . : LS LISA SHOWMAN Revised est cpl date . . . . 50406 Copies of plans . . . . . . . Seq Comments Prt Date Atlantic Beach) . 5 . 00 Show location and size of fire line. Fire lines must be 51506 metered, per City Code. A fire line meter with appropriately sized vault and bypass (per JEA specs) must be installed, unless fire line is going through the 2" meter for the main service. Fire line must have backflow More. . . F3=Exit F12=Cancel BP250UO2 CITY OF ATLANTIC BEACH 4/11/07 Application Tracking Individual Step Review 10 : 02 : 26 Application number . . . . : 06 00032896 Application type . . . . . : COMMERCIAL NEW CONSTRUCTION Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC UTILITIES A 01 00 Date submitted, resulted . . 51106 60506 Approval code . . . . . . . : APN APPROVED AS NOTED Reviewed by . . . . . . . . : LS LISA SHOWMAN Revised est cpl date . . . . 50406 Copies of plans . . . . . . . Seq Comments Prt Date prevention. 6. 00 7 . 00 8 . 00 9. 00 10 . 00 Bottom F3=Exit F12=Cancel BP250I03 CITY OF ATLANTIC BEACH 4/11/07 Application Tracking Inquiry Step Selection 09: 51 : 08 Application number . . . . : 07 00000291 Address . . . . . . . . . . . 28 DUDLEY ST RE number . . . . . . . . . . - - - Application type . . . . . : MECHANICAL ONLY Type options, press Enter. 5=Display 6=In/Out display Path ---- Key Dates --- - Action Summary - pt Agency description Rev Step Req In Est Cmpl Last Type By F3=Exit F7=Revisions F10=View 3 F12=Cancel F14=Action log inquiry BP250I03 CITY OF ATLANTIC BEACH 4/11/07 Application Tracking Inquiry Step Selection 09 : 49: 59 Application number . . . . : 07 00000481 Address . . . . . . . . . . . 28 DUDLEY ST RE number . . . . . . . . . . - - - Application type . . . . . : MECHANICAL ONLY Type options, press Enter. 5=Display 6=In/Out display Path ---- Key Dates --- - Action Summary - pt Agency description Rev Step Req In Est Cmpl Last Type By F3=Exit F7=Revisions F10=View 3 F12=Cancel F14=Action log inquiry Sec. 24-112. Commercial General Districts. (CG) (a) Intent. Within the City of Atlantic Beach, the CG Zoning District is intended for Uses, which provide general retail sales and services for the City of Atlantic Beach and the closely surrounding neighborhoods. New Development and new Uses within these Districts should have direct access to Arterial or Collector Streets, and sites should be designed so that increased traffic through adjacent residential neighborhoods is avoided. (b) Permitted Uses. Typical Uses permitted within the CG Zoning Districts shall include neighborhood serving uses, which shall mean low intensity commercial uses intended to serve the daily needs of residents of the surrounding neighborhoods. Such Uses shall not include manufacturing, warehousing, storage or high intensity commercial activities, or commercial uses of a regional nature, or such Uses that have the potential for negative impacts to surrounding neighborhoods and properties due to excessive traffic, noise, light or extremely late hours of operation or other factors that may adversely effect existing commercial uses or any nearby residential uses. Permitted Uses shall also not include Adult Entertainment Establishments, indoor or outdoor firing ranges, indoor or outdoor flea markets, vendors on public rights-of-way, amusement centers, bingo, billiard or pool halls, game arcades, gaming, video poker establishments or individual machines, including any type of token or coin-operated video or simulated games or similar activities or machines which are played for any type of compensation or reward. The Uses permitted in the CG Zoning Districts shall include the following subject to the limitations as set forth within following paragraph (d). Unless otherwise and specifically provided for herein, all business activities, products for sale and services must be located within an enclosed Building properly licensed for such Use. (1) Retail outlets for the sale of food and drugs, wearing apparel, toys, books and stationery, luggage, jewelry, art, florist including silks, cameras, photographic supplies, sporting goods, hobby shops and pet shops (not animal kennel or veterinarian), bakery (but not wholesale bakery), home furnishings and appliances, office equipment and furniture, hardware, lumber and Building materials, auto, boat and marine related parts,and similar retail Uses. (2) Service establishments such as barber or beauty shop, shoe repair, restaurants with indoor or outdoor seating areas but without drive-through facilities, health clubs and gyms, laundry or dry cleaner, funeral home,job printing, radio and television and electronics repair, lawn care service, pest control companies, surf board repair in association with surf shops, but not the production of surfboards, and similar service Uses. (3) Banks with or without drive-through facilities, loan companies, mortgage brokers, stockbrokers, and similar financial service institutions. (4) Child Care Centers in accordance with Section 24-152. (5) Business and Professional Offices. (6) Retail plant nursery, landscape and garden supplies. Live plants and nursery stock may be located outside of the adjacent Building licensed for such business, provided no obstruction to walkways, parking and internal driving aisles is created. (7) Retail sale of beer and wine only for off-premise consumption. Initial Effective Date: January 01,2002 Last amended January 08,2007 Ordinance Number 90-01-172 by Ordinance 90-07-198 57 (8) On-premise consumption of beer and wine only in conjunction with a full service Restaurant, which is a food service Use where unpackaged ready-to-consume food is prepared on-site and served to the customer while seated at tables or counters located in a seating area within or immediately adjacent to the building. (9)Automobile Service Station with Minor Automotive Repair and with accessory car wash. (10)Theaters,but not a multi-screen(exceeding two screens)or regional Cineplex. (11)Institutional and Government Uses, Buildings and facilities. (12)Churches in accordance with Section 24-153. (13) A single Dwelling Unit, where such Dwelling is an Accessory Use to the Principal Use and located within the same Building as the Principal Use. Such Dwelling Unit is intended to be occupied by the Owner or an employee of the Principal Use. (14) Those Uses listed as Permitted Uses and Uses-by-Exception in the Commercial Limited and Commercial, Professional and Office Zoning Districts. (15) Residential Use, consistent with the Comprehensive Plan, which permits Residential uses not exceeding the Medium Density category when in conjunction with, or adjacent to commercial development and redevelopment, provided that such residential development shall not be permitted within the Coastal High Hazard Area. Policy A.1.11.1(b) Single-family residential Uses within the CG Zoning Districts existing as of the initial effective date of these Land Development Regulations shall be considered as Vested Development. (c) Uses-by-Exception. Within the CG Zoning Districts, the following Uses may be approved as a Use- by-Exception where such proposed Uses are found to be consistent with the Uses permitted in the CG Zoning Districts with respect to intensity of Use, traffic impacts and compatibility with existing commercial uses and any nearby residential uses. (1) Pet kennel and facilities for the boarding of animals. (2) Veterinary clinic. (3) On-premise consumption of alcoholic beverages in accordance with Chapter 3 of this Municipal Code. (4) Restaurants with drive-through service where the site contains lanes dedicated solely to drive- through business. (This shall not be construed to prohibit restaurants with carry-out service, which are a Permitted Use.) (5) Limited wholesale operations,not involving industrial products or processes or the manufacturing of products of any kind. (6) Contractors, not requiring outside storage, provided that no manufacture, construction, heavy assembly involving hoists or lifts, or equipment that makes excessive noise or fumes shall be permitted. Not more than one contractor related vehicle shall be parked outdoors on a continuous basis. Initial Effective Date: January 01,2002 Last amended January 08,2007 Ordinance Number 90-01-172 by Ordinance 90-07-198 58 (7) Produce and fresh markets with outdoor sale and display of garden produce only. (8) Hotel, Motel, Motor Lodge, Resort Rental or Tourist Court and Short-term rentals as defined within Section 24-17. (9) Cabinet shops,woodworking shops and surfboard production. (10) Hospital,nursing home, assisted care and similar institutional facilities. (11) Sale of new and used automobiles, motorcycles and boats, and Automotive leasing establishments,but not temporary car,truck,boat or motorcycle shows or displays. (12) Businesses offering Live Entertainment, not including adult entertainment establishments as defined by Chapter 847.001 (2), Florida Statutes. (d) Limitations on Certain Uses. Permitted Uses within the CG Zoning Districts shall not include Large-Scale Retail Establishments, which for the purposes of this Chapter shall be defined by their size and as follows. Large-Scale Retail Establishments shall include those businesses, whether in a stand-alone Building or in a multi-tenant Building, which occupy a Floor Area exceeding 60,000 square feet including any interior courtyards, all areas under roof and also any other display, sales or storage areas partially or fully enclosed by any means including walls, tarps, gates or fencing. Large-Scale Retail Establishments are commonly referred to as "big-box" retailers, discount department stores, super- centers, warehouse clubs or by similar terms. Such establishments may offer a similar type of products such as electronics or appliances or office products, but more typically offer a wide variety of general merchandise and departments, which may include home improvement, house-wares and home furnishings, sporting goods, apparel, pharmacy, health and beauty products, automotive parts and services and may also include grocery items. This definition shall not be construed to limit the overall size of Shopping Centers as these are defined within Section 24-17, but shall apply to any Building where businesses with separate Local Business Tax Receipts may share the same interior space of a Building which is not separated into individual units by structural fire rated walls or that do not contain separate and distinct exterior entrances. Intent. The intent of this limitation is to ensure that the City's limited commercial areas are developed or redeveloped with uses that are compatible with the residential character of the City and further, to implement related Goals, Objectives, and Policies of the 2015 Comprehensive Plan, restated in part as follows. (1) Commercial and light industrial development shall be located and designed so as to minimize adverse effects on residential areas, traffic facilities and the aesthetic character of the City. (Policy A.1.5.7) Initial Effective Date: January 01,2002 Last amended January 08,2007 Ordinance Number 90-01-172 by Ordinance 90-07-198 59 (2) The City shall provide for land use, development and redevelopment in an efficient manner, which supports the land use designations as set forth within the 2015 Future Land Use Map; which enforces the residential densities and the limitations upon the type and intensity of uses, and which results in development appropriate to the sensitive coastal location of the City, particularly with respect to the predominantly residential character and small-town scale of the City. (Objective A.1.11 -Appropriate Land Use Patterns) (3) The City shall encourage future development and redevelopment, which 1) retains the exceptionally high quality of life and the predominantly residential character of the City of Atlantic Beach. (Objective A.1.3-Maintaining Residential Character) (e) Minimum Lot Size. The minimum size for Lots within the Commercial General Zoning Districts shall be as follows. (1) Lot or site area: 5000 square feet. (2) Lot width: Fifty(50)feet. (3) Lot depth: One hundred(100)feet. (f) Minimum Yard Requirements. The minimum Yard requirements within the Commercial General Zoning Districts shall be as follows: (1) Front Yard: Twenty (20) feet, except that the Front Yard may be reduced to ten (10) feet where required Off-Street Parking is located at the rear or side of the Building site, and the primary business entrance is designed to face the Street. (2) Rear Yard: Twenty(20)feet. (3) Side Yard: Ten (10) feet where adjacent to existing residential Use or a Street. Otherwise, a combined fifteen(15)total feet with a five(5)feet minimum on either side. (g) Building Restrictions. The building restrictions in the Commercial General Zoning Districts shall be as follows: (1) Maximum Impervious Surface: Seventy (70) percent. Where existing Impervious Surface area exceeds seventy percent(70%)on previously developed sites, new Development shall not exceed the pre-construction Impervious Surface area, and required landscaping shall be provided in accordance with Division 8 of this Chapter. Stormwater management requirements shall apply to infill Development and to redevelopment projects involving exterior site changes. (2) Maximum Building height: Thirty-five(35)feet. (3) Parking. Off-Street Parking shall be provided in accordance with Section 24-161 of this Chapter. Where existing Uses, which do not provide the required number of Off-Street parking spaces as set forth within Section 24-161(g) are replaced with similar Uses(such as a restaurant replacing a restaurant), with no expansion in size or increase in number of seats, additional parking shall not be required. Any increase in Floor Area or expansion in Building size, including the addition of seats shall require provision of additional parking for such increase or expansion. Initial Effective Date: January 01,2002 Last amended January 08,2007 Ordinance Number 90-01-172 by Ordinance 90-07-198 60 Sec. 24-171. Commercial Corridor Development Standards. (a) Intent. The following additional standards and requirements shall apply to those lands within all Commercial Zoning Districts that are located along Arterial Street corridors within the City of Atlantic Beach. The intent of these additional requirements is to: enhance the aesthetic and physical appearance of these gateways into the City; enhance and retain property values;promote appropriate redevelopment of blighted areas; and to create an environment that is visually appealing and safe for pedestrians,bicycles and vehicular traffic. (b) Delineation of Commercial Corridors. Within the City of Atlantic Beach, Commercial Corridors shall be defined as the lands extending a depth of one hundred (100) feet from the outer edges of the right-of-ways along Mayport Road and Atlantic Boulevard, in those Zoning Districts designated as Commercial General (CG), Commercial Limited (CL) and Commercial, Professional Office (CPO). The Commercial Corridors shall also include the right-of-ways, and in the case of a single Development Project within the Commercial Corridor, which involves parcels contiguous to the defined Commercial Corridors, these requirements shall apply to all land that is part of such Development Project. (c) Building Form and Finish Materials. The following general provisions shall apply to all Development in the Commercial Corridors. (1) Roofs, which give the appearance of a flat roof from any street side of the building, are prohibited. Roofs may be gabled, hipped, mansard or otherwise designed so as to avoid the appearance of a flat roof from the adjoining Street. (2) Open bay doors and other similar large doors providing access to work areas and storage areas shall not open towards or face the Commercial Corridors. (3) The exterior finish of new Buildings, and also exterior finish alterations and additions to the front and any street side, or any side visible from adjoining residential properties of existing buildings shall be of brick, wood stucco decorative masonry exterior insulation and finish systems (EIFS), architectural or split-face type block or other finish materials with similar appearance and texture. Metal clad, corrugated metal plywood or Oriented Strand Board(OSB) and exposed plain concrete block shall not be permitted as exterior finish materials on the front and any street side of a Building, (4) Blank exterior walls facing the Commercial Corridors, which are unrelieved by doors, windows and architectural detail, shall not be permitted. (d) Signs. Signs shall be regulated as set forth within Chapter 17 of this Code, except that externally illuminated Monument Signs are encouraged. To encourage the use of such Signs, those Signs constructed of a solid material such as wood, masonry or high-density urethane, and externally- illuminated in a manner that washes the Sign in indirect light from a fluorescent ground source shall be entitled to a reduction in Sign Permit fees as set forth within Chapter 17-6. (e) Lighting. Exterior lighting shall be the minimum necessary to provide security and safety. Direct lighting sources shall be shielded or recessed so that excessive light does not illuminate adjacent properties. Light poles with luminaire that automatically cut-off after normal business hours is encouraged. Light poles without cut-off luminaire shall not exceed fifteen (15) feet in height. Light poles with cut-off luminaire shall not exceed twenty (20) feet in height. Proposed lighting shall be shown on all plans submitted for review. Initial Effective Date: January 01,2002 Last amended January 08,2007 Ordinance Number 90-01-172 by Ordinance 90-07-198 89 (f) Fences. The use of chain link, barbed wire, razor or concertina wire, and like fencing shall be prohibited in any Required Front Yard and in any Required Yard adjoining a Street. Where such fencing is otherwise placed on a Parcel, but remains visible from the Commercial Corridor, landscaping shall be installed which substantially conceals such fencing. Where such fencing, as described above is lawfully pre-existing, a period of four (4) years from the effective date of these regulations shall be extended during which all fencing shall be made consistent with the above provisions. (g) Landscaping and Required Buffers. The requirements of Division 8 of this Chapter shall apply, except that the following additional requirements shall also apply to new Development and to redevelopment that is subject to the requirements of Division 8. Required buffers and landscape materials shall be depicted on all plans submitted for review. (1) A ten(10) foot wide Buffer shall be required along the entire Parcel frontage of the Commercial Corridors, except for driveways. This buffer shall consist of Trees as required by Division 8 and shall also contain a continuous curvilinear row of evergreen shrubs not less than two (2) feet in height at installation. Buffers shall be kept free of debris and litter and shall be maintained in a healthy condition. (2) Along the front of the Principal Building, a six(6)foot wide area shall be maintained between the Building and the parking area or any walkway. This area shall be use for landscaping. (3) Sod or ground cover shall be installed and maintained in a healthy condition. Only organic mulch shall be used, and the excessive use of mulch is discouraged. (4) Because of the harsh environment of the Commercial Corridors, the use of landscape materials that are drought and heat resistant is strongly encouraged. Unhealthy or dead landscape materials, including sod and ground covers shall be replaced within thirty (30) days of written notification from the City to the property owner. (5) Stormwater retention or detention facilities may be placed within required buffers, provided that required landscape materials are provided. Initial Effective Date: January 01,2002 Last amended January 08,2007 Ordinance Number 90-01-172 by Ordinance 90-07-198 90 AGENDA ITEM#7A AUGUST 14.2006 ORDINANCE NUMBER 90-06-194 AN ORDINANCE OF THE CITY OF ATLANTIC BEACH, FLORIDA, CALLING FOR A REFERENDUM TO AMEND SECTION 59 OF THE CITY CHARTER TO LIMIT THE HEIGHT OF BUILDINGS WITHIN THE CITY TO THIRTY-FIVE FEET, PROVIDING FOR EXCEPTIONS, AND PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY THE CITY COMMISSION ON BEHALF OF THE PEOPLE OF THE CITY OF ATLANTIC BEACH,FLORIDA: SECTION J- Calling for a referendum Election Amending the City Charter. A referendum shall be added to the election ballot on November 7, 2006, to amend Section 59 of the Charter of the City of Atlantic Beach,Florida,to read as follows: Section 59. Zoning,Land Development Regulations and Maximum Building Height. Zoning and Land Development Regulations shall be in accordance with Florida Statutes or as otherwise provided for within the Code of Ordinances,except that in no case shall the maximum height of Buildings within the City of Atlantic Beach exceed thirty-five(35) feet;provided however,that existing Buildings which exceed 35-feet in height may be repaired to that existing height,no alterations shall be made to any Building, which would cause that Building to exceed 35-feet in height, and this Charter provision shall not restrict any property owner's vested rights under constitutional,statutory or common law. Further provided, however, that the City Commission may approve; pursuant to the applicable Section of the City's Land Development Regulations, requests to exceed the maximum Building height of thirty-five(35)feet for exterior architectural design elements, exterior decks or porches within non-residential land use categories as designated by the Future Land Use Map of the adopted Comprehensive Plan,for non-residential development. The only property excepted from this height limitation shall be certain parts of the existing Sea Turtle Inn hotel property,located at 1 Ocean Boulevard,Atlantic Beach,Florida,which property is bounded by Ahern Street on the north,the Atlantic Ocean on the east, Atlantic Boulevard on the south, and Ocean Boulevard on the west,and only those parts of said property as follows:(1)the existing Buildings that exceed 35-feet on the property as of the effective date of this Ordinance,and(2)that part of said property extending west from the existing hotel tower no more than one Ordinance 90-06-194 Page 1 of 3 AGENDA ITEM.#7A AUGUST 14,2006 hundred twenty-five (125) feet towards the west property line, no closer than fifty (50) feet to the south property line, with no more than a maximum width of one hundred (100) feet and containing an additional footprint of no more than eleven thousand five hundred (11,500) square feet However, any future development, redevelopment or expansion on these parts of the property, which are proposed to exceed thirty-five (35) feet in height shall be subject to approval by the City Commission and shall in no event exceed the height of the existing hotel tower Building as of the effective date of this Ordinance. Amendments to tivs Section of the City Charter shall be made only in accordance with Article X'of the Charter,Initiative and Referendum. .LEMON 2_ Form of Ballot and Election Question. The form of ballot and election question to be used in said election shall be as follows: CHARTER ELECTION BALLOT NOVEMBER 7,2006 CITY OF ATLANTIC BEACH RALLOT T(TLE: Amending Section 59 of the Charter to Zoning; Land Development Regulations and Maximum Building Height. BALLOT STIMMAIRY: Amending Section 59 of the Charter limiting height of Buildings to 35-feet, allowing Buildings presently exceeding 35-feet to be restored to existing height, prohibiting alterations that would cause Buildings to exceed 35-feet, allowing exterior design elements in non-residential areas to exceed the height limitation if approved by the City Commission, excepting parts of the Sea Turtle Inn property, and not restricting any property owner's vested rights under any law. Shall the above Charter amendment be adopted? Yes(approve amendment) No(reject amendment).. SFCTION-3_ Effective date of Charter amendment. Ordinance 90-06-194 Page 2 of 3 If approved by a majority of the voters at the election on November 7, 2006. then the Charter amendment shall take effect immediately. SECTION 4_ Effective date of this Ordinance. This Ordinance shall take effect immediately upon its final passage and adoption. PASSED by the City Commission on first reading this 241'day of July,2006. PASSED by the City Commission on second and final reading this 17 day of 2006. ATTES "~ DONNA L. BUSSEY DONALD M. WOLFSON City Clerk Mayor,Presiding Officer t Ap roved as to form and correctness: ALAN C. SEN,ESQUIRE City Atto y Ordinance 90-06-194 Page 3 of 3 Height of Building shall mean the vertical distance from the Calculated Average Grade of the Lot to the highest point of a Building's roof Structure or parapet, and any attachments thereto, exclusive of chimneys. Home Occupation shall mean any Use conducted entirely within a Dwelling and carried on by an occupant thereof, which Use is clearly incidental and secondary to the Principal Use of the Dwelling for residential purposes and does not change the residential character thereof. Home Occupations shall be allowed only in accordance with the requirements of Section 24-159. Home Office shall mean an activity consisting only of a private office for a practitioner of a recognized business or profession, which is entirely located within a residential Structure and does not involve any daily contact with customers or clients. A Home Office shall be clearly incidental and accessory to the residential Use of the property, and shall not involve any employees, commercial signage, manufacturing or storage of products or materials, or the use of any equipment other than normal office equipment and shall not create any additional daily traffic. Home Offices shall be a permitted Accessory Use in all Residential Zoning Districts. Hospital shall mean any institution or clinic, which maintains and operates facilities for overnight care and treatment of two (2) or more unrelated persons as patients suffering mental or physical ailments, but not including any dispensary or first-aid treatment facilities maintained by a commercial or industrial plant, educational institution, convent or convalescent home or similar Institutional Use. Hotel, Motel, Motor Lodge, Resort Rental, Bed and Breakfast or Tourist Court shall mean a Building, or portion of a Building, containing individual guest rooms or guest accommodations for which rental fees are charged for daily or weekly lodging. This definition shall not include private homes leased for periods exceeding ninety(90)days. House Trailer. See Mobile Home. Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above the ground shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Surfaces using pervious concrete or other similar open grid paving systems shall be calculated as fifty percent (50%) Impervious Surface, provided that no barrier to natural percolation of water shall be installed beneath such material. Open grid Pavers must be installed on a sand base, without liner, in order to be considered 50% impervious. Solid surface pavers. (e.g., brick or brick appearing pavers as opposed to open grid pavers) do not qualify for any reduction in impervious area, regardless of type of base material used. Unless otherwise and specifically provided for in these Land Development Regulations, or within another Ordinance, or by other official action establishing specific Impervious Surface Limits for a particular Lot or Development Project,the fifty percent(50%) Impervious Surface limit shall be the maximum Impervious Surface limit for all new residential Development and redevelopment. In such cases where a previously and lawfully developed residential Lot or Development Project exceeds the fifty percent (50%) limit, redevelopment or additions to existing residential Development shall not exceed the pre-construction Impervious Surface limit, provided the stormwater and drainage requirements of Section 24-66 are met.(amended Ordinance No.90-06-188,03-13-06) 12 Initial Effective Date: January 01,2002 Last amended January 08,2007 Ordinance Number 90-01-172 by Ordinance 90-07-198 Sec. 24-156. Exceptions to Height Limitations. Upon specific application, the City Commission may make exceptions to the limitations and restrictions on Height of Buildings or Structures only within the CL, CPO, CG and CBD, ILW or PUD Zoning Districts, provided that in any instance wherein such an exception is granted, the City Commission shall prescribe the maximum allowable Height of the Building or Structures involved. Sec. 24-157. Allowable Height of Fences and Walls. (a)Within Required Front Yards,the maximum height of any Fence or wall shall be four(4)feet. (b) Within Required Side or Rear Yards,the maximum height of any Fence or wall shall be six(6)feet. (c) On Corner Lots, no fence, wall or Landscaping, exceeding four (4) feet in height, shall be allowed within ten (10) feet of any Lot Line which abuts a Street, provided however, that clear vehicular and pedestrian sight distance shall be maintained at any Street intersection. (d)The height of fences and walls shall be measured from grade to the top of the Fence or wall. Where a Fence or wall is erected at the junction of properties with varying elevations, the height of the Fence or wall shall be measured from the side with the lowest elevation. The use of dirt, sand, rocks or similar materials to elevate the height of a Fence or wall on a mound is prohibited. (e) The maximum height of retaining walls on any Lot is four (4) feet. A minimum of forty (40) feet shall separate retaining walls designed to add cumulative height or increase site elevation. Sec. 24-158. Guardhouses and Security Buildings. (a) Guardhouse or security Building shall mean any Structure designed, built or used exclusively for the shelter and on-duty accommodation of persons engaged in the protection, guarding and security of persons and property. (b) Upon specific approval of an application for a Building Permit to install, construct or place guardhouse or security Building and issuance of a Building Permit, a guardhouse or security Building may be erected, installed,placed or constructed within any Zoning District. (c) Any person or party desiring to erect, install, place or construct any guardhouse or security Building shall apply to the Building Official. Such application shall meet all requirements of applications for Building Permits and shall be accompanied by the Building Permit fee required by the City for commercial Structures. (d) Upon receipt of the application and filing fee, the City shall, as soon as practical, either approve and authorize issuance of the permit, or deny the same. If the permit is authorized, the Building Official shall issue a Building Permit for the guardhouse or security Building. (e)No guardhouse or security Building shall be occupied until it has passed all Building inspections and a Certificate of Occupancy has been issued for the Building. Initial Effective Date: January 01,2002 Last amended January 08,2007 Ordinance Number 90-01-172 by Ordinance 90-07-198 78 Sec. 24-153. Churches. The minimum Development criteria for churches in any Zoning District where Churches are permitted shall include the following. (b) Adequate site area to accommodate all Structures and required on-site parking and circulation areas for motor vehicles, in accordance with the parking requirements of this Chapter. (c) Location on a Collector or Arterial Street with adequate frontage to accommodate ingress-egress driveways in proportion to expected peak attendance levels in order not to disrupt roadway traffic. (d) Maintenance of the required clear sight triangle. (e) Minimum Yard Requirements and Building Restrictions as required within the Zoning District in which the facility is located. (f) Buffering as required by Section 24-167 of this Chapter in the form of hedge materials and/or Fence or wall, as appropriate, along Lot lines adjacent to any residential Uses. (g) A single Dwelling Unit for may be permitted and may be attached to, located within, or on the same premises the Church. For Dwelling Units that are detached from the Church Building, the Minimum Yard Requirements and Building Restrictions of the RS-2 Zoning District shall apply. See. 24-154. Display and Sale of Merchandise Outside of an enclosed Building. (a) Outside display of products, or outside sale of furniture, clothing, dry goods, hardware or other similar merchandise, equipment and materials, and also street vendors, shall be prohibited in all Zoning Districts, except this shall not apply to locations for permanent automotive sales, or to landscaping and garden supplies, nursery stock in containers, patio furniture and ornamental articles for use in lawn, garden or patio areas, subject to provision of any required buffering and screening. (b) Unless expressly permitted by this Chapter, all business related products and activities shall be conducted within an enclosed Building, subject to compliance with applicable Florida Building Code requirements. (c) Temporary shows for the outdoor display and sale of automobiles, trucks, motorcycles,boats and the like shall be prohibited in all Zoning Districts. Sec. 24-155. Establishments Offering Dancing or Live Entertainment. If at any time the City Commission shall determine, based upon procedural due process, that the Live Entertainment, for which a Use-by-Exception has been issued, constitutes a public or private nuisance, is not in the best interests of the public, is contrary to the general welfare or has an adverse effect upon the public health, safety, comfort, good order, appearance or value of property in the immediate or surrounding vicinity,then the City Commission may,upon such determination,revoke,cancel or suspend such Use-by-Exception and related Occupational License, and any person or party applying for and receiving a Use-by-Exception for Live Entertainment is hereby placed on notice that the Use-by- Exception may be canceled, revoked or suspended at any time pursuant to the provisions of this Section. Every Use-by-Exception hereafter granted for Live Entertainment shall contain a recitation upon the face thereof that the same is subject to revocation, cancellation or suspension for the reasons stated in this section. Initial Effective Date: January 01,2002 Last amended January 08,2007 Ordinance Number 90-01-172 by Ordinance 90-07-198 77 11C-1-1 F=- C C=:) r---j �ry� --cture u Construction, ir-- MICHAEL A. BAGDONAS FRESIDEiVI'/ GENE=RAL CORITRAC-1 R 11497 Columbia Park Drive West, Suite 9 q Jacksonville,Florida 32298 il For Permit Number Phone(904)260-8605 Cell(904)610-4508 Fax(904)260-8609 Email arconmike awahom CGCO.544S6 AROC,. F_7 1 S ,have not provided Product Evaluation and Approval Reports as part of the plan review process to the building dept of Atlantic Beach. I understand that product approval reports are required to be submitted to and approved by the Building Official before any framing, siding, window - door, roof, inspection can be scheduled. Products Approval will be submitted as a revision and approved buy the Building Official when found to be in compliance with Florida Building Code 106.3.5, and Florida Statute 553.842. I an aware that all products must be inspected and will remove any and all work I install that cover's the installation so that the inspector can see all fasteners etc. (siding installed before window inspection etc.) I further more understand that any and all products that I install with out approval and that do not meet the state of Florida's approval, I shall remove from the structure. Note: No Certificate of Occupanc ill be issued prior to the Building Official's review and app ov the applicable Product Evaluation and inspection of all instal a on f products. Applicant Signatur License Number GG-C 0,5yy 3 Conditional Approval For Permit Number Q 6-5z-gn Address 28 120 P/-/y S7! IW"q have not provided Product Evaluation and Approval Reports as part of the plan review process to the building dept of Atlantic Beach. I understand that product approval reports are required to be submitted to and approved by the Building Official before any framing, siding, window - door, roof, inspection can be scheduled. Products Approval will be submitted as a revision and approved buy the Building Official when found to be in compliance with Florida Building Code 106.3.5, and Florida Statute 553.842. 1 an aware that all products must be inspected and will remove any and all work I install that cover's the installation so that the inspector can see all fasteners etc. (siding installed before window inspection etc.) I further more understand that any and all products that I install with out approval and that do not meet the state of Florida's approval, I shall remove from the structure. Note: No Certificate of Occupanc ill be issued prior to the Building Official's review and app ov the applicable Product Evaluation and inspection of all instal a on f products. Applicant Signatur License Number GG-C ©5'YV 3 800 Seminole Road r City of Atlantic Beach,Florida 32233 Telephone(904)247-5826 Atlantic Beach FAx(904)247-5845 ,i BUILDING DEPARTMENT Permit Conditions Permit#: 06 -30S% Date: /b Owner: Address: 8 IDUbl-a Contractor. /2ecodz CGC Q LL,{e,�3 Arch/Eng: Project Address: The above referenced permit has been issued with the following conditions: S /ti /i✓ �2 r�M G � iPvd c-b T1'i >v -c rov 2 Zo G G, bo'-< OL J>oB" Ro S 01- 02 S b« 27''�h�✓� G' The above conditions must be addressed prior to requesting an inspection for the item included or prior to final a roval of the project. Any items not properly addressed will hold up final approval and issuance of the re uir rtificate of occupancy/completion. Some items listed above may require revised plans, as-buil s nd/or cert cation by a licensed architect or engineer. When dealing with revised docu ease allow sufficigra7time for review and approval by appropriate departments or agencies. Appr I ust be gr priorto'requesting any inspection. l d above statement and will abide by same: 3� �O e//�Ov cc4tracfor Date (R 31z8lD3) Plan Review Comments for: New Friendship Missionary Baptist Church Mayport Road ayport,FL Atlantic Beach,FL.) ; i 1 r ---- -.- 1. Provide fire hydrant within 500' of remote point of bldg 2. Provide fire sprinkler design criteria(61G15-32.004 A J FAC) 3 Provide fire alarm sys erii with-voice evacuation P 4. Separate plan review required for fire sprinkler and alarms stems YR� f's ��f _.... _ . ep p P Y ..._.5. Kitchen hood and ventilation must meet requirements of NFPA 96 to.include fire .VRA4Vn edqV suppression(hood and suppression indicated do not meet requirements) &W-—f6. Provide Class K fire extinguisher in kitchen in addition to extinguisher indicated 7. Additional egress lighting needed,in hall/elevator lobby intersection at 2nd floor r . pi4 L'd swe;sAg uo)tewjolul 80C.80 90 00 PO BP250U01 CITY OF ATLANTIC BEACH 7/13/06 Application Tracking Step Selection 08 : 27 : 40 Application number . . . . : 06 00032896 Address . . . . . . . . . . . 28 DUDLEY ST RE number . . . . . . . . . . - - - Application type . . . . . : COMMERCIAL NEW CONSTRUCTION NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . : SANCTUARY/EDUCATIONAL BDG Type options, press Enter. 2=Change 4=Delete 5 View 6=Fast log 8=Action log maintenance 9=In/out maint Path --- Rey Dates --- -- Action Summary - Opt Agency description Rev Step Req In Est Cpl Last Type By _ FIRE DEPT. A 01 Y 5/01/06 5/04/06 _ PLANNING A 01 Y 5/01/06 5/04/06 _ PUBLIC UTILITIES A 01 Y 5/11/06 5/04/06 6/06/06 APN LS _ PUBLIC WORKS A 01 Y 5/04/06 5/04/06 6/17/06 APN LS BUILDING A 02 Y Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions F8 Misc info inquiry F10 View 3 F12=Cancel F14 Action log inquiry F24 More keys MAY--15-2006 MON 07:39 AM ATL. BCH. PUBLIC WORKS FAX NO. 904 247 5843 P. 01 ' CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT r, 1200 Sandpiper Lane Atlantic Bawk Florida 32233 (904)247-5834 (904)?AMM3 Fox www.coab.us N I rO PLAN REVYE'W COMMNTS Permit Appilitmition# (ID—&�W Property Address: Applicant: Project: DMU f2l" - �,� X Your application is approved as noted by the Public Utilities Depa tmmt- /� Final application approval mat come bm the Building Department. Your permit application has been reviewed by the Public Utilitiest and the following items need attention: Pjori d e jn�a. oili2e e, 772iA hew 11 p,►.,o• CL 79L. ` -r-eA �1PG /(Or/ !►�l SAO Galo�si e"� lt�Asf�C/'y.�'Es✓r'�'. i�s� jar vt? . Fi�ae t 8- Caw pre�V:n 4 07^ A6r a rfo..y- ). - t r Pltas�sobmit tie! Met uremcnts to�Public Ute ��art /�1200 aa7. nqi � piper Lme, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Revia Donna Kaluwiak,Public Utilities Director 7 Date 3ignattue IFTVFv , v Contractor Notified Date S-!/S" 1 1`.:y -- ;z�` 3 Vs R�-- P!'!'o� p WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIAXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashin machine, domestic 2 Drinking fountain/lcemaker Y, Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder andlor dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 9 Shower compartment, domestic 2 D Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= IOR MULTIPUED X 20 TOTAL$ ri y:li'l rJ+, CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET ��JiilJr Date ��/0 Permit Number Address Contact Name Phone Heated Square Footage @ $ per sq R=$ Garage!Shed @ $ per sq ft=$ Carport/Porch @ $ per sq ft=$ Deck @ $ per sq ft= $ Patio @ $ per sq ft=$ TOTAL VALUATION: $ Total Valuation 1 st $ Remaining Value $ per thousand or,portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + '/2 Filing Fee $ FLOOD ZONE: ( )Fireplaces @$35.00 $ EMPERVIOUS SURFACE: -- IVAs hi aid S� S AB CONSTRUCTION SURCHARGE $ ri CAPITAL HAPROVEMENT $ 14100 �CP9� e �0i" 3f CITY RADON SURCHARGE $ f l4e f-C/' d"Se"J' l'A« F° SECTION H IMPACT FEE $ ser'✓ice SEWER M PACT FEES $ 2-600 SEWER TAP FEES $ A ' ST CONSTRUCTION SURCHARGE $ STATE RADON SURCHARGE ; $ WATER CONNECT/N ETER ONLY $ WATER CONNECT/TAP&METER $ WATER CROSS CONNECTION $ 3 WATER RAPACT FEE $ �""�s OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane iP Atlantic Beach,Florida 32233 n �� - ! (904)247-5834 (904)247-5843 Fax v www.coab.us PLAN REVIEW COMMENTS Permit Application # 0-��?;91ER l0 Property Address: Applicant: n �rmi'lLt?Ae LWL+M�( Project: i G Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. v Your permit application has been reviewed b the Public Works Department ane following items need attention: ----- S -/' 4 rem oar � Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Reviewed by Ri Carper, P.L., Public Works Director Signature rY: -9— , Contractor Notified Date k'. ' CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application ## Property Address: Applicant: Project: aucrc.. ❑ Your application is approved as noted by the Public Works Department. Final application approval must comae from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: Axt kAr Te f,31 Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Reviewed by Rick Carper, P.E., Public Works.Director Signature LVED Contractor Notified Date MAY 1 0 2006 BY: In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in s clew and legible manner. 1. Current survey shorting the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height; number of stories and square footage. Identify saw existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional watiands,CCa,natural wager bodies 3. Impervious Surface area calculations. Include drtvaways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be errehAird from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. al. Any other documents requested by Building,Dept.,Planning,Dept.,Public Works and Public Utilities. I hereby certify that all in 'on pro vi this application is corrom Signature of Date: _..- I hereby certify that I have read and examined this application and know the saran to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified haein of noL The granting of a permit does not presume to give authority to violate or cancel 'sions of any federal.nate or local rules,regulations,ordinances,or larva at any manner,including the governing of construction or the of construction of the property. I understand that the issuance of this permit is contingent upon the above information being tau co that the plans and supporting dot have been or shall be provided as re7-710 Signature of Contractor: pant: �© 5�� Address and contact in of person to r ive all correspondence regarding this application(please print Name: -R stn P. l S"adv Mailing Addmss: _ �d1�_�,r,�1 Pkone: b!i-9(eD- 1 05: Fax:ge?'�� [oi✓ 8669 E-Mail: AS TO OWNER: Swore,to and subaatbed before me this %4�'� day of. State of Florida,County of Duval `'" PJ*Sata of FWWa Notary's Signature: CP 30, [ -hrsonally know n+ °, ❑ Produced identification AS TO CONTRACTOR: Type of identification produced Sworn to and subscribed before:me this day of State of Florida,County of Duval Notary's Signature: P`w N %orary putlic State of Florida , ciom 9--V rgpnaUy known lig;arr. fit OD400341 °roe t E,tares.�ti3+3r200? ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Fimida 32233.5445 Page 3 Phone: (904)247-5800 - Fns: (904)247-SUS - http:/hvww.ciartisntic-beseb.ii.us Revised l/04 d 6t148tJ9Zb06 _ J19u03rg9anpel!yoay u00jy e8b:ll 90 LO AeW CITY OFATLANTIC BEACH BUILDING PERMIT APPLICATION (New/Residential&Commercial) Date: June 24 2005 Job Address•28 Dudley Stoat;Atlantic Beach,FL 32233 Owner's Name: Forel 3humas Address 2$ dlev Street Atlantic Beach.FL 37233 _ Phone:: 904-254-4339 Legal Description:Block Number- Lot Number Zoning District _ Ca- contractor: arae Arcbiteeis dt Contractors.Lae. State License Ntunber:__ cC-Oedfo Address• 11497 Columbia Pads W #I Phone: 904-260-105 city: iaakya dke State: FL -Zip: 32298 Fax:204-20-8609 Describe proposed use and work to be done: New sanctuary and educational building to replace demolmhed sanctuary. Present use of land or building(s): Cbwch site Valuation of proposed construction: S1.0 mi—OO Is approval of Homeowner's Association or odw private entity requiral?_Nn— If yes,please submit with this application. Witt this project i volve gages in ekration,site grade or my use of W material or flee removal of any trees? ©NO Applicant certifies that no change in dee grade or fill water i will be used on this project. N YES- See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant tertilles that no trees will be removed for this project. ®VES. R moval of Trees will be required for this project. TIME REMOVAL PERMIT IS B£QU111EM Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two liin1es each month- Procedure: [a order to expedite issuance of permits,pleme follow aB stews aad provide ail informataua as anarnoriata Incomplete applications may result in delay in issuance of permit. STET 1. Verify taming desigrncim and proper setbocks for the proposed construction. if you are amore of tris information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlandc Beach Depar meat of Public Works to deterraine if a prc-oornstrtutioo or post construction topographical survey or grading plan is required(if not required,wrimen verification rrarst be provided with this application) The Department ofPublic Works is located E4:1200 Sandpiper Lane,Adaatic Beach,FL 32233 Telephone:(904)247-5934 STEP 3. Submit Ties Removal Application if trees are to be removed or rdocatzA STEP 4. Please submit Building Permit Application, Energy Code Forms. Notice of Commencement. Owner/Contractor Affidavit if owner is contractor,and four(4)complete set of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,SW Seminole Road,Atlantic Beach,FL 32233 Telephoner(904)247-SM 800 Seminole Road -Atlantic Beads,Florida 32233-5445 Phone: (9114)247-5800 - Fax: (904)247-5845 - httpJlwww.cLatiande-beach.ti m Page 2 Revised 1/04 i,d 609809Zb06 nsuo01?etn1oq!40Jr u00JV egy:ll 90 w Aew DESIGN REVIEW COMMENTS CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS Atlantic Beach, Florida Project: New Friendship Missionary Baptist Church Date Returned: 5/4106 Design Phase: Plan Review-Pians dated September 2005 Date of Issuance: Designer: Solid Rock Engineering Reviewer: Rick Carper, P.E. t Sheet RESPONSE TO COMMENT BY ACTION ON CITY NO. ITEM COMMENT DESIGN CONSULTANT PLANS ACTION/RESOLUTION General 1 For information only: Pending Mayport Road Medians Project(estimated construction start date Jan. 2407) � �i will result in Right in—Right out access for Dudley and Lewis Streets. All northbound traffic will have to use the traffic light at Dutton Island(Church)Road or exit southbound on Mayport Road and make a U-turn at the Donner/Levy Road light. Tree Removal Permit required before Building Permit can be issued met with Forest Thomas 5/2/06 to ( <« discuss requirements). C. Please consider adding four-foot width sidewalk along Dutton Island(Church)Road- northern edge of �. property. 3' 1 City Standard Parking Space size is 10'x20'. Most spaces shown are 9'x18'. May require Land Development Regulations waiver. 4 1 Wet pond side slopes steeper than 4:1; Provide fence plan/details to demonstrate protection. 2 3:1 side slope planned at back of sidewalk(1.5'drop)for ,��// northern parking lot. Is a fence planned for top of bank? t,l Provide copy of FDOT connection permit for drainage !' system outfall tie-ins to FDOT curb inlets S-11 &S-28. WorksTlan Review\City Review CommentslCityReviewcomments_NFMBC.doc Y tend`' 4-o eAl tneef- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD a ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept�?coab.us Application Number . . . . . 07-00000291 Date 3/15/07 Property Address . . . . . . 28 DUDLEY ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc fire sprinkler system installation/123 heads ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OWNER ---------------------------------------------------------------------------- Permit . . . . . . FIRE SPRINKLER Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/15/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. "_ 1r CITY OF ATLANTIC BEACH J= MECHANICAL PERMIT APPLICATION Date: —3//Z a Property Address: 9 Z?u n Owner: Ale-Lt) s ST Telephone#: Contractor: S o Telephone#: ?$/� Contractor Address: G 15�S5 L r e! o - Fax#: �2 'V dy Contractor Signature: 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 ❑ Gas: LP _Natural —Central Utility ❑ Oil ❑ Other-S ec' MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat —Space Recessed ^Central —Floor O Residential Ll Air Conditioning: —Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin L3 Refrigeration New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building Fire Sprinklers:Number of Heads_____L7 7 ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify El 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 o Atlantic Beach,Florida 32233=5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised 1/04 a Eves Fire Protection — & Plumbing HYDRAULIC CALCULATIONS FOR NEW FRIENDSHIP BAPTIST CHURCH ATLANTIC BEACH,FLORIDA FIRE SPRINKLER SYSTEM HYDRAULIC DESIGN V" t o WED Jacksonvine Fire Prevention Div, MAR f 3 M07 NJ E.XC:EPTIONS (� EXCEPTIONS AS NOTED SHEET# FILE COPY 6-555 Grace Lane • Jacksonville, Florida 3220-5 . (904)781-8227 • FAX(904) 781-0408 , New Friendship Missionary Drawing Date: 2/22/07 10:16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: New Friendship Missionary Location: Mayport Road Mayport, Florida Drawing Date: Remote Area Number: 1 Contractor: Evans Fire Protection Company Telephone:904 781 8227 6555 Grace Lane Jacksonville, FL Designer: FPG Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustible Occupancy:Light Hazard Reviewing Authorities:Local SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Oper. 900 sq ft1 Sprinkler or Nozzle Density (qpm/sq ft) 0.100 1 Make: TY3231 Area per Sprinkler 210.0 sq ft1 Model: TY FRB Hose Allowance Inside 0 gpm 1 K-Factor: 5.60 Hose Allowance Outside 100 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 10 Flowing Outlets gpm Required: 330.5 psi Required: 39.1 @ Source WATER SUPPLY Water Flow Test 1 Pump Data Date of Test 10-16-06 ► Rated Capacity 0 gpm Static Pressure 46.0 psi 1 Rated Pressure 0.0 psi 1 Residual Pres 38.0 psi l Elevation 0 1 At a Flow of 1034 gpm 1 Make: 1 Elevation 0" 1 Model: Location: City Connection Source of Information: ABPW SYSTEM VOLUME 265 Gallons Notes: New Friendship Missionary Drawing Date: 2/22/07 10.16 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 230 31.3 psi 1 Pipe 4" 10x21 CSC 10' 120 4.260 230 0.1 1 4" Grvd Check Valve CSC "90" CHART LOSS 230 0.0 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.026 230 0.2 Elevation Change 10'0" 4.3 Hydr Ref Rl Required at Base of Riser 230 36.0 psi I Pipe 6" DIxl8 Cl 52 30' 140 6.590 230 0.0 2 6" M3 90 Ell 18' 120 6.065 230 0.0 1 6" Fingd Back Flow Valve Ames "3000 CHART LOSS 230 3.1 Fixed Flow Outside Rose Allow. 100 gpm Hydr Ref R2 Required at Source 330 39.1 psi Water Source 46.0 psi static, 35.0 psi residual @ 1034 gpm 330 gpm 45.0 psi SAFETY PRESSURE 5.9 psi Available Pressure of 45.0 psi Exceeds Required Pressure of 39.1 psi This is a safety margin of 5.9 psi or 13 % of Supply Maximum Water Velocity is 14.4 fps New Friendship Missionary Drawing Date: 2/22/07 10:16 Page 3 -------------------------------------------------------------------------------- FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pia Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. Velocity Pressures are not considered in these Calculations New Friendship Missionary Drawing Date: 2/22/07 10:16 Page 4 NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO. (FT.) K-FACTOR (PSI) (U.S.GPM) -------------------------------------------------------------------------------- 1 27.58 20.5 is 25.92 5.60 20.5 25.4 2 27.58 14.4 2S 25.92 5.60 14.6 21.4 3 27.58 16.5 3S 25.92 5.60 16.1 22.5 4 27.58 16.1 4S 25.92 5.60 16.2 22.6 5 27.58 20.8 5S 25.92 5.60 20.8 25.5 6 27.58 20.6 6S 26.92 5.60 20.4 25.3 7 27.58 13.9 7S 25.92 5.60 14.1 21.0 8 27.58 15.0 8S 25.92 5.60 14.7 21.5 9 27.58 14.9 9S 25.92 5.60 15.1 21.7 10 27.58 18.0 10S 26.92 5.60 17.8 23.6 20 27.58 17.4 21 27.58 21.7 22 27.58 21.8 23 27.58 19.0 24 27.58 15.8 Al 27.58 22.0 A2 27.58 22.0 A3 27.58 22.0 A4 27.58 22.0 A5 27.58 22.0 W 11.50 31.3 Max velocity of 14.39 occurs in the pipe from 20 TO Al Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. New Friendship Missionary Drawing Date: 2/22/07 10:16 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 21.00 1.049 lE 1.67 14.1 14.1 K = 5.60 7S C=120 2.00 -0.7 0.0 21.00 0.142 3.67 0.5 14.1 Vel = 7.87 -------------------------------------------------------------------------------- 1.049 8.00 13.9 13.9 EqK = 5.64 7 C=120 0.00 0.0 0.0 21.00 0.142 8.00 1.1 13.9 Vel = 7.87 -------------------------------------------------------------------------------- 21.49 1.380 6.00 15.0 15.0 EqK = 5.55 8 C=120 0.00 0.0 0.0 42.49 0.138 6.00 0.8 15.0 Vel = 9.20 ------------------------------------------------------------------------------- 21.75 1.380 10.59 15.8 15.8 24 C=120 0.00 0.0 0.0 64.24 0.296 10.59 3.1 15.8 Vel = 13.92 -------------------------------------------------------------------------------- 23.61 1.610 1T 4.15 19.0 19.0 23 C=120 8.00 0.0 0.0 87.85 0.250 12.15 3.0 19.0 Vel = 13.98 -------------------------------------------------------------------------------- 142.61 4.260 4E 117.49 22.0 22.0 A5 C=120 1T 60.00 7.0 0.0 230.46 0.013 177.49 2.3 22.0 Vel = 5.24 -------------------------------------------------------------------------------- W 230.46 31.3 K = 41.20 -------------------------------------------------------------------------------- 21.49 1.049 1T 1.67 14.7 14.7 K = 5.60 8S C=120 5.00 -0.7 0.0 21.49 0.149 6.67 1.0 14.7 Vel = 8.06 -------------------------------------------------------------------------------- 8 21.49 15.0 K = 5.55 -------------------------------------------------------------------------------- 21.40 1.049 1E 1.67 14.6 14.6 K = 5.60 2S C=120 2.00 -0.7 0.0 21.40 0.147 3.67 0.5 14.6 Vel = 8.02 -------------------------------------------------------------------------------- 1.049 14.00 14.4 14.4 EqK = 5.64 2 C=120 0.00 0.0 0.0 21.40 0.147 14.00 2.1 14.4 Vel = 8.02 -------------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) New Friendship Missionary Drawing Date: 2/22/07 10:16 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 22.49 1.380 6.33 16.5 16.5 EqK = 5.54 3 C-120 0.00 0.0 0.0 43.89 0.146 6.33 0.9 16.5 Vel = 9.51 -------------------------------------------------------------------------------- 22.56 1.380 1T 8.41 17.4 17.4 20 C=120 6.00 0.0 0.0 66.45 0.316 14.41 4.5 17.4 Vel = 14.39 -------------------------------------------------------------------------------- 4.260 2.00 22.0 22.0 Al C=120 0.00 0.0 0.0 66.45 0.001 2.00 0.0 22.0 Vel = 1.51 -------------------------------------------------------------------------------- 25.35 4.260 6.16 22.0 22.0 A2 C=120 0.00 0.0 0.0 91.80 0.002 6.16 0.0 22.0 Vel = 2.09 -------------------------------------------------------------------------------- 25.53 4.260 6.67 22.0 22.0 A3 C=120 0.00 0.0 0.0 117.33 0.004 6.67 0.0 22.0 Vel = 2.67 ------------------------------------------------------------------------------- 25.29 4.260 0.16 22.0 22.0 A4 C=120 0.00 0.0 0.0 142.61 0.005 0.16 0.0 22.0 Vel = 3.24 -------------------------------------------------------------------------------- A5 142.61 22.0 K = 30.40 ------------------------------------------------------------------------------- 22.49 1.049 IT 1.67 16.1 16.1 K = 5.60 3S C=120 5.00 -0.7 0.0 22.49 0.162 6.67 1.1 16.1 Vel = 8.43 -------------------------------------------------------------------------------- 3 22.49 16.5 K = 5.54 -------------------------------------------------------------------------------- 21.75 1.049 IE 1.67 15.1 15.1 K = 5.60 9S C=120 2.00 -0.7 0.0 21.75 0.152 3.67 0.6 15.1 Vel = 8.15 -------------------------------------------------------------------------------- 1.049 IT 1.00 14.9 14.9 EqK = 5.63 9 C=120 5.00 0.0 0.0 21.75 0.152 6.00 0.9 14.9 Vel = 8.15 ------------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) New Friendship Missionary Drawing Date: 2/22/07 10:16 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ***** POINT Qt Pf/ft TOTAL Pf Pn 24 21.75 15.8 K = 5.47 -------------------------------------------------------------------------------- 22.56 1.049 lE 1.67 16.2 16.2 K = 5.60 4S C=120 2.00 -0.7 0.0 22.56 0.163 3.67 0.6 16.2 Vel = 8.46 -------------------------------------------------------------------------------- 1.049 1T 3.01 16.1 16.1 EqK = 5.62 4 C=120 5.00 0.0 0.0 22.56 0.163 8.01 1.3 16.1 Vel = 8.46 -------------------------------------------------------------------------------- 20 22.56 17.4 K = 5.41 -------------------------------------------------------------------------------- 23.61 1.049 IE 0.67 17.8 17.8 K = 5.60 10S C=120 2.00 -0.3 0.0 23.61 0.177 2.67 0.5 17.8 Vel = 8.85 -------------------------------------------------------------------------------- 1.049 1T 0.74 18.0 18.0 EqK = 5.57 10 C=120 5.00 0.0 0.0 23.61 0.177 5.74 1.0 18.0 Vel = 8.85 -------------------------------------------------------------------------------- 23 23.61 19.0 K = 5.42 -------------------------------------------------------------------------------- 25.35 1.049 IE 1.67 20.5 20.5 K = 5.60 1S C=120 2.00 -0.7 0.0 25.35 0.202 3.67 0.7 20.5 Vel = 9.50 ------------------------------------------------------------------------------- 1.049 1T 1.01 20.5 20.5 EqK = 5.60 1 C=120 5.00 0.0 0.0 25.35 0.202 6.01 1.2 20.5 Vel = 9.50 -------------------------------------------------------------------------------- 1.610 IT 1.59 21.7 21.7 21 C=120 8.00 0.0 0.0 25.35 0.025 9.59 0.2 21.7 Vel = 4.03 -------------------------------------------------------------------------------- A2 25.35 22.0 K = 5.41 -------------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) a New Friendship Missionary Drawing Date: 2/22/07 10:16 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 25.29 1.049 lE 0.67 20.4 20.4 K = 5.60 6S C=120 2.00 -0.3 0.0 25.29 0.201 2.67 0.5 20.4 Vel = 9.48 -------------------------------------------------------------------------------- 1.049 1T 0.58 20.6 20.6 EqK = 5.57 6 C=120 5.00 0.0 0.0 25.29 0.201 5.58 1.1 20.6 Vel = 9.48 -------------------------------------------------------------------------------- 1.610 1T 1.85 21.8 21.8 22 C=120 8.00 0.0 0.0 25.29 0.025 9.85 0.2 21.8 Vel = 4.02 -------------------------------------------------------------------------------- A4 25.29 22.0 K = 5.39 ------------------------------------------------------------------------------ 25.53 1.049 lE 1.67 20.8 20.8 K = 5.60 5S C=120 2.00 -0.7 0.0 25.53 0.204 3.67 0.7 20.8 Vel = 9.57 -------------------------------------------------------------------------------- 1.049 1T 0.74 20.8 20.8 EqK = 5.60 5 C=120 5.00 0.0 0.0 25.53 0.204 5.74 1.2 20.8 Vel = 9.57 -------------------------------------------------------------------------------- A3 25.53 22.0 K = 5.45 -------------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) a • Cff Y OF ATLANTIC BEACH f �. 8qf SEMINOLE ROAD ATI:ANTIC.BEACH,FL . 32233 INSPECTION PHONE EINE 347-5826 Application Number . . . . . 06-00032896 Date 10/12/06 Property Address . . . . . . 28 DUDLEY ST Tenant nbr, name . . . . . . SANCTUARY/EDUCATIONAL BDG Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1000000 Owner Contractor ------------------------ ------------------------ ARCON ARCHITECTS & CONTRACTORS 6656 COLUMBIA PARK DIRVE #3 JACKSONVILLE FL 32258 (904) 260-8805 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 2660.00 Plan Check Fee 1330.00 Issue Date . . . . Valuation . . . . 1000000 Expiration Date . . 4/10/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE 2 .87 CAPITAL IMPROVEMENT 1400 .00 ST CONSTRUCTION SURCHARGE 59.13 AB CONSTRUCTION SURCHARGE 6.57 STATE RADON SURCHARGE 54 .53 SEWER IMPACT FEES 2600.00 WATER IMPACT FEE 2040 .00 WATER CONNECT/TAP & METER 625 . 00 WATER CROSS CONNECTION 35.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 2660. 00 2660. 00 . 00 .00 Plan Check Total 1330. 00 1330 .00 . 00 . 00 Other Fee Total 6823 .10 6823 .10 . 00 .00 Grand Total 10813 . 10 10813 .10 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CiTX OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rS hiJr lri r 1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET DatePermit Number f -o�r3o��ct✓ Address &4�. Contact Name Phone Heated Square Footage @ $ per sq ft=$ Garage ed f,o '57 0 x Z @ $ 0. 0 Carport/Porch @ $ per sq ft=$ Deck @ $ per sq ft= $ Patio @ $ per sq ft=$ rA TOTAL VALUATION: $ 1� o $ fv Total Valuation , AO 19t $ $emaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + '/z Filing Fee $ FLOOD ZONE: O Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: -- /W1 Fond S AB CONSTRUCTION SURCHARGE X3/6 $ CAPITAL RvRROVEMENT /4/0 D ``Qa/yP h 2-" �ry��-� d-$ems✓r`cN. f� CITY RADON SURCHARGE $ SECTION H IMPACT FEE $ u m � Zvi ce SEWER IMPACT FEES $ 2600 SEWER TAP FEES $ A ST CONSTRUCTION SURCHARGE 131 VO $ STATE RADON SURCHARGE /iqi7 $ WATER CONNECT/METER ONLY $ ui9 � WATER CONNECT/TAP &METER $- 3�„ WATER CROSS CONNECTION $ 3 WATER RvTACT FEE v Q OTHER $ GRAND TOTAL DUE: $ 1/13/03 orgy ,�5 Pri'o� �V odd Cly bei d eirn o!,`�e,1• p WATER IMPACT FEE WORKSHEET p ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashin ,machine, domestic 2 Drinking fountairiftemaker %2 Floor drains 2 0{ Nose bib 1 Kitchen sink, domestic 2 Kitchen.sink, domestic with food waste grinder andlor dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 9 Shower compartment, domestic 2 Sink 2 Urinal 4 a Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNIT,-3- IOR MULTIPLIED X 20 TnT A I d r1 - it �. EP200101 CITY OF ATLANTIC BEACH 4/19/07 Application Inquiry 08 : 11: 11 Application number : 06 00032896 Application status, date : PERMIT ISSUED 10/12/06 Property . . . . . . . . . . : 28 DUDLEY ST RE number. . . . . . . . . . . - - - NCR OLD ACCOUNT NUMBERS. . . . Zoning . . . . . . . . . . . : TBU TO BE UPDATED Application type . . . . . . : CNEW COMMERCIAL NEW CONSTRUCTION Application date . . . . . . . 5/01/06 Tenant nbr, name . . . . . . . SANCTUARY/EDUCATIONAL BDG Master plan nbr, revwd by . . SLG Estimated valuation . . . . . 1000000 Total square footage . . . . . 0 Public building . . . . . . . NO Work description, qty . . . . Pin number . . . . . . . . . . 027904 Application desc . . . . . . . Press Enter to continue. F3=Exit F5=Land inq F7 Appl names F8=Tracking inq F9=Bond inquiry F10=Fees F11=Receipts F12=Cancel F13 Val calcs F14 Misc info F24 More keys 8P501UO2 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08 : 34 : 15 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 19 0001 *ERROR* Property address . . . . . 28 DUDLEY ST Request date, time, by . . 10/18/06 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . DH Results date . . . . . . . . . . 1-0= Results status (F4) . . . . . . AE Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP006U01 CITY OF ATLANTIC BEACH 4/19/07 Edit Narrative 8 : 16: 36 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Property address . . . . . . 28 DUDLEY ST Type information, press Enter. PARTIAL FOOTING FOR ELEVATOR PAD AND (2) PAD FOOTINGS AT ENTRY. More. . . F3=Exit F5=Copy F6=Insert F7=Delete FS--Time stamp F12=Cancel F21=User defaults 8P501UO2 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08 : 16: 26 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 19 0001 *ERROR* Property address . . . . . 28 DUDLEY ST Request date, time, by . . 10/18/06 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . 1-6= Results status (F4 ) . . . . . . AE Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . Y Y=Yes Display inspection penalties . Y=Yes Point value . . . . . . . . . . _ 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel 8PO06UOI CITY OF ATLANTIC BEACH 4/19/07 Edit Narrative 8 : 16: 17 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Property address . . . . . . 28 DUDLEY ST Type information, press Enter. BOLTS LOOSE More. . . F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults BP501UO2 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08 : 14 : 27 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 11 0001 SLAB Property address . . . . . 28 DUDLEY ST Request date, time, by . . 1/02/07 17: 00 CM Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . Results status (F4) . . . . . . AP Final insp - flag (F4) . . . . . N Edit comments . . Display inspection penalties . . Y=Yes Point value . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP501UO2 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08 : 15:23 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 13 0001 BL FRAMING Property address . . . . . 28 DUDLEY ST Request date, time, by . . 1/31/07 17 : 00 CM Type information, press Enter. // 4 Inspector ID F4 . . DH d/�T'�� Results date . . . . . . . . . . 2=� A/d� Results status (F4) . . . . . . CA 'V Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP50.1UO2 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08 : 22: 50 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 13 0002 BL FRAMING Property address . . . . . 28 DUDLEY ST Request date, time, by 3/01/07 17 : 00 SLG Type information, press Enter. �S Inspector ID (F4) . . . . . . . DH I✓d� Results date . . . . . . . . . . 7= Results status (F4) . . . . . . DP Final insp - flag (F4) . . . . . N Edit comments . . . . Y Y=Yes Display inspection penalties . Y=Yes Point value . . . . . . . . . . T 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP006U01 CITY OF ATLANTIC BEACH 4/19/07 Edit Narrative 8 : 23 : 21 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Property address . . . . . . 28 DUDLEY ST Type information, press Enter. CAN NOT HAVE BACK TO BACK OUTLETS IN A FIRE WALL More. . . F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults BP501UO2 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08 : 15: 35 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 13 0003 BL FRAMING Property address . . . . . 28 DUDLEY ST Request date, time, by . . 3/05/07 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . X67 Results status (F4) . . . . . . AE Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP006U01 CITY OF ATLANTIC BEACH 4/19/07 Edit Narrative 8 : 15: 40 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Property address . . . . . . 28 DUDLEY ST Type information, press Enter. PARTIAL FOR FIRE WALL More. . . F3=Exit F5=Copy F6=Insert F7=Delete FB=Time stamp F12=Cancel F21=User defaults BP501UO2 CITY OF ATLANTIC BEACH 4/19/07 -Inspection Results Entry 08 : 16: 45 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 59 0001 BL FILL CELL/TIE BEAM Property address . . . . . 28 DUDLEY ST Request date, time, by . . 3/06/07 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . -7= Results status (F4 ) . . . . . . CA Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . . Y Y=Yes Display inspection penalties . . - Y=Yes Point value . . . . . . . . . . - 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP006U01 CITY OF ATLANTIC BEACH 4/19/07 Edit Narrative 8 : 16: 49 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Property address . . . . . . 28 DUDLEY ST Type information, press Enter. THIS WAS SUPPOSED TO BE A FRAMING INSPECTION More. . . F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults BP50IU02 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08: 15: 49 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 13 0004 BL FRAMING Property address . . . . . 28 DUDLEY ST Request date, time, by . . 3/16/07 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . GM Results date . . . . . . . . . 419-07 Results status (F4 ) . . . . . . Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP501UO2 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08 : 16: 01 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . : 000 000 BLDG 00 Inspection type, sequence : 13 0005 BL FRAMING Property address . . . . : 28 DUDLEY ST Request date, time, by . : 3/29/07 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . 3= Results status (F4) . . . . . . DP Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP006U01 CITY OF ATLANTIC BEACH 4/19/07 Edit Narrative 8 : 16: 05 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Property address . . . . . . 28 DUDLEY ST Type information, press Enter. CONTRACTOR REQUIRED TO PROVIDE A LIFT AND/OR LADDER TO ACCESS CONNECTIONS F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp More. . . F12=Cancel F21=User defaults BP501UO2 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08 : 16: 12 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 13 0006 BL FRAMING Property address . . . . . 28 DUDLEY ST Request date, time, by . . 4/05/07 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . X6'7 Results status (F4) . . . . . . DP Final insp - flag (F4) . . . . . 3- Edit comments . . . . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP006U01 CITY OF ATLANTIC BEACH 4/19/07 Edit Narrative 8 : 31: 06 Application number, type 06 00032896 COMMERCIAL NEW CONSTRUCTION Property address . . . . . . 28 DUDLEY ST Type information, press Enter. BOLTS LOOSE More. . . F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults BP501UO2 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08 : 46: 47 Application number, type 07 00000182 ELECTRIC ONLY Structure, permit . . . . . 000 000 ELEC 00 Inspection type, sequence : 22 0001 ELECTRICAL ROUGH Property address . . . . . 28 DUDLEY ST Request date, time, by . . 3/05/07 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . 3= Results status (F4) . . . . . . AE Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BPO06U01 CITY OF ATLANTIC BEACH 4/19/07 Edit Narrative 8 : 46: 51 Application number, type 07 00000182 ELECTRIC ONLY Property address . . . . . . 28 DUDLEY ST Type information, press Enter. PARTIAL FOR CONDUIT IN FIRE WALLS More. . . F3=Exit F5=Copy F6=Insert F7=Delete F8--Time stamp F12=Cancel F21=User defaults BPHIU02 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08 : 48 : 17 Application number, type 06 00034136 PLUMBING ONLY Structure, permit . . . . . 000 000 PLBG 00 Inspection type, sequence : 42 0003 PLUMBING ROUGH (TOP-OUT) Property address . . . . . 28 DUDLEY ST Request date, time, by . . 3/21/07 17 : 00 CM Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . 32107 Results status (F4 ) . . . . . . AP Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . Y Y=Yes Display inspection penalties . . — Y=Yes Point value . . . . . . . . . . _ 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP50IU02 CITY OF ATLANTIC BEACH 4/19/07 Inspection Results Entry 08 : 48 : 09 Application number, type 06 00034136 PLUMBING ONLY Structure, permit . . . . . 000 000 PLBG 00 Inspection type, sequence : 42 0002 PLUMBING ROUGH (TOP-OUT) Property address . . . . . 28 DUDLEY ST Request date, time, by . . 12/26/06 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . 12 6 Results status (F4) . . . . . . AP Final insp - flag (F4 ) . . . . . N Edit comments . . . . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . 1 F3=Exit F4=Prompt F9=Standard comments F12=Cancel BP501UO2 CITY OF ATLANTIC BEACH 4/19/07 1 Inspection Results Entry 08 : 48 : 01 Application number, type 06 00034136 PLUMBING ONLY Structure, permit . . . . . 000 000 PLBG 00 Inspection type, sequence : 42 0001 PLUMBING ROUGH (TOP-OUT) Property address . . . . . 28 DUDLEY ST Request date, time, by . . 12/21/06 17 : 00 SLG Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . 1 Results status (F4) . . . . AP Final insp - flag (F4) . . . . . N Edit comments . . . . . . . Y Y=Yes Display inspection penalties . . — Y=Yes Point value . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS TS Permit Application # D "�52o lLo Property Address: -92B �T Applicant: Pni Project: In� Your application is approved as noted by the Public Works Department. Final application approval merit come from the Bufldiang Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: 6/6/06 - GENERAL & SHEET 4 COMMENTS ADDRESSED SATISFACTORILY. SHEET COMMENT REGARDING PARKING SPACE SIZE NOT ADDRESSED. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)2475834. Reviewed by Carper, P.E.,Public Works Director Date / Signature CEI'VE Contractor Notified Date eltf emi2414d. MAY - 1 2006 TRANACTION REPORT P"01 JUN-06-2006 TUE 03:OB PM FOR: ATL, BCH, PUBLIC WORKS 904 247 5843 DATE START RECEIVER `I'X TIME PAGES TYPE NOTE M� DP JUN-06 03:07 PM 94256710 48" 1 SEND OK 991 :K TOTAL 48S PAGES: 1 CITY OF ATLANTIC BEACH DIJBEIC WORKS DIF'XARTME T =rJ 1200 Sandpiper Lane / Ahantic Bearh,.Florida 32233 (904)247-5834 - (904)247-5843 Fax www.aoabms PLAN REVTEW COMMENTS Permit Application � �wy.. Property Address: f Applicant: Project: Q Your application is approved as noted by the Public Works Department. Final application uppx�val must come from thle Building Department. Your permit appllicat:iva has been reviewed by the Public Works Department and the following itegny need attention: SATIFACTORILY. SHEf OGENERAL Z' ( i;M E�MMTNTS ADD ". �� MENT R �RDING � ING PARKING SPACE SIZE NOTA DR SSED. "" - MSOLID "C_ ENG11111110 CONSULTANTS, INC. LETTER OF �'RAl'�TSMITTAL 12443 San Jose Boulevard, Suite 702 Jadwonville,EL 32223- Phone (904)425-671-1 - Fax(904)425-6710 E-mail: JimmyJohns@SolidRockEngineering.com To: CITY OF ATLANTIC BEACHDate: 5/18106 800-Seminole Road Job No. 5701 _ Atlantic Beach,FL 32233-5445 Permit#: 06-32896 Re: Nev F-r_-iendsi i p_lfissienaa Faptiat Church We are sending you (X)Attached O Under Separate Cover via The following items: ( )Shop Drawings ( )Prints (X)Plans ( )Samples ( ) Specifications "Copy of Letter ( )-Change-Order (X)"Other Copies Date No. De-wnipfim 1 Cover Letter 4 Design Plans 1 FDOT Permit-Application- 'Mese are transmitted as checked below: -(X)For Approval- ( )Approved as submitted ( )For your use ( )Approved as noted ( )As requested ( ) Returned for corrections For review and comment ( ):resubmit -copies for approval ( ) Submit copies for distribution ( }R-eturn corrected prints ( )Prints returned after loan to us ( )For Bids Due 20 Remarks: Signed: K• 4o", P-C. -s ! 4r President Copies To: Project File '`� E SOLID ROCK ENGINE ERINGCONSULTANTS, INC* 12443 San Jose Boulevard, Suite 702;Jacksonville FL. 32223 Phone: (904) 425-6711 Fax: (904) 425-6710 Jimmyjohns&SolidRockEngineering.com May 18, 2006 oaf;; Mr. Rick Carper, P.E. & Ms. Donna Kaluzniak City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 RE: New Friendship Missionary Baptist Church 28 Dudley Street Permit Application No.: 06-32896 Job No.: 5701 Dear Rick &Donna: Solid Rock Engineering Consultants, Inc. is please to submit four sets of revised design plans per your comments dated 5/4/06 and 5/11/06. The Tree Removal Permit application and Land Development Regulations waiver ill be submitte4 by Arcon Architects Zd Contractors, Inc. The requested 4' sidewalk is added along the Drution Island Road right of way. A 4' chain link fence is proposed around each storm water treatment system with side slopes greater than 4:1. Ck-4 A copy of the FDOT drainage permit application is attached for your files. The application was submitted to the FDOT. The approved permit will be submitted for your file, as soon as it is received. 5. The requested RPZ backflow preventer is labeled on the proposed 2"water service. 6. The installing contractor will provide the requested tests and results. 7. The requested additional notes are added to the sewer clean-out label. 8. The referenced notes are removed from sheet 8 (Notes sheet). 9. No fire line is proposed for this project. The referenced notes on sheet 8 are removed. If you have any questions or need additional information I can be reached at (904) 425- 6711. Sincerely, SOLID ROCK Engineering Consultants, Inc. es K. Johns, P.E. President "Civil Engineering from the Ground Down" 2 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FORM 692-12 DRAINAGE CONNECTION PERMIT APPLICATION ROADWAY DESIGN ,0m To be completed by DOT Drainage Connection Permit Application No. Date Received By Maintenance Unit State Road No. Construction Project No. Section No. Station to FROM TO Milepost To be completed by Applicant Applicant's Name: NEW FRIENDSHIP MISSIONARY BAPTIST CHURCH Address: 28 Dudle Street (904)254-4339 ELEPHONE NO. ATLANTIC BEACH DUVAVL �'TFLORIDA 32233 CIT-y C "AE ZIP Project Name: NEW FRIENDSHIP MISSIONARY BAPTIST CHURCH Location: 28 Dudley Strett AIA ATLANTIC BEACH STREET SR.NO. US HWY NO. CITY DUVAL 17 2S 29E COUNTY SECTION(S) TOWNSHIP(S) RANGE(S) Brief Description of Activity Proposed: DEVELOPMENT OF 6570 SQ.FT.OF CHURCH AND 84+2 HANDICAP SPACES PARKING LOT REQUIRES STORM WATER DISCHARGE INTO EXISTING CURB INLET IN MAYPORT ROAD Briefly Describe Why This Activity Requires a Drainage Connection Permit: (include Where the Stormwater Will Discharge) DEVELOPMENT OF 6570 SQ.FT.OF CHURCH AND 84+2 HANDICAP SPACES PARKING LOT REQUIRES STORM WATER DISCHARGE INTO EXISTING CURB INLET IN MAYPORT ROAD MEETING FOOT PREPOST DISCHARGE DESIGN CRITERIA NOTE:Rule Chapter 14-86.004 specifies the exact data requirements which constitute a complete application. This Form must be submitted with all the required items in quadruplicate. These include: ffidavit of ownership or Control Location Map I egai Description Grading Plan tatement of Contiguous Interest oil Boring Computations ater Table/Percolation Certification Permit Form 592-13 Photographs of Existing Conditions Please mark items which have been submitted 1 HEREBY CERTIFY THAT THE INFORMATION SUBMITTED IN THIS APPLICATION IS COMPLETE,ACCURATE,AND INDICATIVE OF THE ACTIVITY A -OF THE EXISTING AND PROPOSED DRAINAGEISTORMWATER MANAGEMENT FEATURES AND JPATTE71",�/71V771 APPLICANT. o f (SIGN) -Q wAv OREST H0NWS 28 Dudley Street NAME (MAILING ADDRESS)STREET ATLANTIC H FLORIDA 32233 X91 STATE ZIP -may. �1� (G04)Z64 4339 DATE TELEPHONE If this application is signed by a representative of the applicant,a letter of authorization from the permittee must be attached. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FORM 502-13 DRAINAGE CONNECTION PERMIT ROADWAY DESIGN tares Page 7 of 3 To be completed by DOT Drainage Connection Permit Appfication No. Date State Road No. Construction Project No. Section No. Station to Milepost FROM TO To be completed by Applicant 1, -Qedw FOREST THOMAS (904)254-4339 (NAME OF APPLICANT) (TELEPHONE NO.) 28 Dudley Street ATLANTIC BEACH FLORIDA 32233 (MAILING ADDRESS) (CITY) (STATE) (ZIP) having read the terms and conditions which follow,request permission to construct and operate a drainage connection between(DESCRIBE YOUR FACILITY) Site is located between Dutton Island Road W and Lewis Street, botr streets are intersecting Mayport Road and the facilities of the Department of Transportation by construction of a (DESCRIBE PROPOSED CONNECTION) Dry Detention Pond outfall 12"diameter RCP culvert connected to an existing curb inlet in Mayport Road on the Department's right of way at the following location: 28 Dudley street—Atlantic Beach,Florida 32233 on State Road No. AIA U.S. Highway No. County DUVAL FORM 592-13 ROADWAYDESIGH 10186 Page 2 0(3 To be completed by DOT 1. This permit is a license for permissive use only and does not convey any property rights either in real estate or material,or any exclusive privilege,and it does not authorize any injury to private property or invasion of private rights,or any infringement of Federal,State or local laws or regulations;nor does it obviate the necessity of obtaining any required state or local approvals. 2. The drainage connection as authorized herein shall be constructed and thereafter maintained in accordance with the documents attached hereto and incorporated by reference herein.Al construction on the Department's right of way shall conform to Department specifications and the Department's manual on Traffic Controls and Safe Practices for Street and Highway Construction, Maintenance and Utility Operation.Such construction shall be subject to the supervision and approval of the Department,and the Department may at any time make such inspections as it deems necessary to assure that the drainage connection is in compliance with this permit. 3. The entire expense of construction within the Department right of way,including replacement of existing pavement or other existing features,shall be bome by the permittee. 4. The permittee shall maintain that portion of the drainage connection authorized herein located on his property in good condition.The Department shall maintain that portion of the drainage connection authorized herein located within its right of way. 5. If the drainage connection is not constructed,operated or maintained in accordance with this permit,the permit may be suspended or revoked. In this event modification or removal of any portion of the drainage connection from the Department's right of way shall be at the permittee's expense. 6. The Department reserves the right to modify or remove the drainage connection to prevent damage or in conjunction with road improvements. 7. The permittee shall make no attempt to forbid the full and free use by the public of all navigable waters at or adjacent to the drainage connection. B. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the Department's right,title,and interest in the land to be entered upon and used by the permittee,and the permittee will,at all times,assume all risk and indemnify,defend and save harmless the Department from and against all loss,damage,cost or expense arising in any manner on account of the exercise or attempted exercises by said permittee of these rights and privileges,regardless of the respective degrees of fault of the parties. 9. The permittee shall notify the Department of Transportation Maintenance Office located at Telephone 24 hours in advance of starting any work on the drainage connection authorized by this permit and also 24 hours prior to any work within the right of way.Construction of any work on the right of way shall be completed within 180 days after such notification. If such work is not completed within 180 days after such notification,the permittee shall notify the Department of the anticipated completion date. 10. Utilities,including gas lines,maybe located within the right of way. Prior to beginning work the permittee shall contact the Clerk of Circuit Court for the name,address and telephone number of any gas line owner who will provide information upon request on possible conflicts between the gas line and the permittee's drainage connection.The permittee shall also locate all utilities and obtain information from the utility owners as to possible conflicts between utilities and the drainage connection.The permittee shall be solely responsible for any damage to or conflicts with gas lines,utilities and/or third persons. 11. The permit shall expire If construction on the drainage connection is not begun within one year of the date of 07/01/2007 approval and if construction on the drainage connection is not completed by(date) 12. All the provisions of this permit shall be binding on any signee or successor in interest of the permittee. FORM 692-13 ROADWAY DESIGN W166 Pap3of3 'to be completed by the Applicant The above conditions are hereby accepted and agreed to this ^( I— day of MAAk 6 , (if this application is signed by a representative of the permittee,then a letter of authoriz tion must be attached.) Witnessed tBy. �Appiican: '} Lam:�2s: et LING ADDRESS)(CITY (STATE)(ZIP) (MAILING ADDRESS) Witnessed By: �`7?,_,fS�:��'i (CITY)(STATE)(ZIP) (MAILING ADDRESS)(CITY)(MTE)(ZIP) *ter°�, rz-YNTHIA L GILBERT ,y� My CotAMISSiON 4 DD368400 F,XI'L1tL November 0S,2008 ��or a�*'' n Nolary Discamc Assce.Co. To be completed by DOT I�L(f0- MAR" The above request has been reviewed and has been found to meet the regulations are prescribed,and is hereby approved,subject to the following special conditions: Department of Transportation: (SIGNATURE) (TITLE) (DATE OF APPROVAL) To be completed by the Applicant The above special conditions are hereby accepted and agreed to this day of Witnessed By: Applicant: (MAILING ADDRESS)(CITY)(STATE)(ZIP) Witnessed By: (MAILING ADDRESS)(CITY)(STATE)(ZIP) e CITY OF ATLANTIC BEACH PUBLIC WOE D EPAI 'T'1HNT 1200 Sandpiper Lane / Atlantic Beach,Florida 32233 (904)247-5834 it) ,�,� - (904)247-5843 Fax www.coab.us 014J PLAT REVIEW COMMENTS Permit Application # 'l(.O Property Address: (J Applicant: dtr- 4e EM-AfMC&( Project: �J Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department 1:11ad tge following items need attention: S �- -!' Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247--5834. Reviewed by Ri Carper, P.E., Public Works Director Reviewed Z Signature 7BY:7 DContractor Notified Date CITY" OF ATLANTIC LEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 yam`s f;! (904)247-5834 (904)247-5843 Fax www.coab.us PEAT REVIEW COMMENTS Permit Application # DO-- Q 8�C0 Property Address: Applicant: lel.[ Co n Project: _ C'hu'fC'k-,' ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Duff ding Department, ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Reviewed by Rick Carper, P.E.,Public Works Director Date Signature ..:aVED► Contractor Notified Date MAY I o 2m BY: In additim to construction and wgineering detail,plans must contain the following inforntattion as appropriate for the type of work being performed. Seale of drawings should be sufficient to depict all mpired information in a clear and legibie manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all struchm temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department ofPublic Works,a pre-construction topographical survey. 4. Any significant environmental fess,including any jurisdictional wetlands,CCC L.natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total impervious Surface. b. Provide drainage plans. 7. Provide erosion and sediment control plan. L Any other documents n xpmsted by Building Dept.,Planning Dept.,Public worlas and Public Utilities I hereby certify that all in on provi th this application is correct.. Sig:nsttre of Date: Z/Z� I hereby certify that I have read and exemined this application and know the same to be true and coarct. All provisions of the taws and ordinances governing this type of work will be complied vith,whether specified herein or not. The granting of a permit does not prcnvw to give authority to violate CofPWsonlo any federal.state or local rules,regulations,ordanan=or laws in any manna.including the goveming of constructionstruction of the property. I understand that the issumce of this permit is contingent upon the above imformatioa being he pleas and supporting dam have been or shalt be provided as required. Signature of Contractor: Date: r Address and co uxu inive all correspondence regarding this application(please print). Name: -Kehja2J Maailing Address: Phone: `f ra?��- -- Fax:g�'4�__°7 E�Vlsil: AS TO OWNER: Sworn to and mksc*cd befeme nae this %� day of_ State of Florida,County ofMval +,.►" !"Oleg A,"-Stats of Florida Notary's Sigoature• GVE'Wwanas ►�!:o+msaion Db4pQ341 a'h monally known Expaw Ud128/2C09 ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ��.Swam to and subscribed before me this day of State of Florida,County of Duval Notary's Signature: iP,.¢r►trq;: Notary pndic Slate of Florida o .E 3at�.onas ©-TSsonslly known OD400341 �''o,� , Ex�,res is tli200? ❑ Produced identification Type of identification produced S00 Seaainole Road •Atlantic Beach,Florida 32233-3445 Phone: (904)247-5800 - Fre: (904)247-5845 - btipJJwww.ciatlantic-beseli.fl.ua Page 3 Revised 3104 cv .CITY„OF ATLANTIC BEACH ,r BUILDING-PKRAUT APPLICATION �J (New!Residential&Commercial) Date; June 20.2005 Job Address•28 Dudley Street Atlantic Beach.FL 32233 Owner's Name: Forest Thomas " .;�.� 28 Dudley Str+ett Attwnl:c Aearlr_ Fi.32233 Phone: 904-254-4339 Legal Description:Block Number- Lot Number Zoning Disftc _SG Contractor. Arcon ►rehitects &Contractors-Inc- State License Number`C.t 'Nf'•dlto Address: 114+97 ColumbiaPark'W #1 Phone: 904:M- -8605 City: Jacksonville State: FesZip: 32258 Fax:904-260-8609 Describe preposed we and work to be done: New sanCWBry and educational building to replace demolished sanctuary. Present use of land or buildmg(s): Church site Valuation of proposed construction: El_0 million Is approval of Homeowner's Asw eistion or other private entity reclttit+cd?�_ If yes,please submit with this application. WN this project involve changes in elevation,site grade or any use of 6n material or the removal of any trees? n N8 Applicant certifies that no change in sine grade or 60■aatwisi will be used on this project. N VES. See Wtp,2 beslerw. Approval of-&c Public Works Department b required prior to issuance of a Rvolding Permit. ❑NO. Applicant certifies that no trees will be removed for this project. VES. Removal of Tram will be required for this proje& TREE REMOVAL PERMIT IS REQIIIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits,please follow all steps and ipnM a all ttkib mation.as aoprooriate. Incomplete applications may remit in delay is issuance of permit. STEP 1. Verify inning deagrmtion and proper setboda for ft proposed construction if you are uncus of this information, please contact the Planning and ZonitB Dggmar1ment at 904-241-5926. In order to correctly verify zoning desipation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlmdc Beads Department of Public Works to determine if n pro-construction at pow construction topographical survey or grading plan is required.(if not required,written verification mus be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Late,Atlantic Beach,FL 32233 Telephone:(904)247-5934 STEP A Submit Tree Re noval Application if trees are to be removed or rdoeated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of a Dustruction pians to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Tdephonex(904)247-5926 $00 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5804 - Fax: (904)247-5,845 - bttp:/Avww.cLatiantic:-beseLtLas Page 2 Revised 1/04 ��.......n...m....vun,v nrnly ani.•1 I nn I A KPIA1 DESIGN REVIEW COMMENTS CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS r Atlantic Beach, Florida Project: New Friendship Missionary Baptist Church Date Returned: 514/06 Design Phase: Plan Review- Plans dated September 2005 Date of Issuance: Designer: Solid Rock Engineering Reviewer: Rick Carper, P.E. Sheet RESPONSE TO COMMENT BY ACTION ON CITY NO. ITEM COMMENT DESIGN CONSULTANT PLANS ACTION/RESOLUTION General 1 For information only: Pending Mayport Road Medians C Project(estimated construction start date Jan. 2007) 1st-.- L'., will result in Right in—Right out access for Dudley and Lewis Streets. All northbound traffic will have to use \ the traffic light at Dutton Island (Church)Road or exit �t southbound on Mayport Road and make a U-turn at the Donner/Levy Road light. Tree Removal Permit required before Building Permit I_ can be issued (met with Forest Thomas 5/2/06 to .•�� 1<« 6� discuss requirements). Please consider adding four-foot width sidewalk along Dutton Island (Church) Road-northern edge of C54-- property. (J�' 3' 1 City Standard Parking Space size is 10'x20'. Most spaces shown are 9'x18'. May require Land Development Regulations waiver. 4 1 Wet pond side slopes steeper than 4:1; Provide fence plan/details to demonstrate protection. 2 3:1 side slope planned at back of sidewalk(1.5'drop)for �,/ northern parking lot. Is a fence planned for top of bank? C� Provide copy of FDOT connection permit for drainage system outfall tie-ins to FDOT curb inlets S-11 &S-28. (J�- F\Public Works0an Review\City Review Comments\CityReviewcomments_NFMBC.doc Page 1 5;e/I>'' 4-oP,+'VrneP(- bra e_-rYCaw � MAY-15-2006 MON 07:39 AM ATL. BCH. PUBLIC WORKS FAX NO. 904 247 5843 P. 01 ' CITY OF ATLANTIC BEACH PUBLIC U 11LITIES DEPARTMENT 1200 Sandpiper Lane Admdc Reads,Florida 32233 f v (904)247-5934 (904)247-5813 Fax www wab.us N PLAN REVH'W COM RENTS Permit Application# Property Address: Applicant: C �&� Project: 45i `5)o( X Your application is approved as noted by the Public Utilities Deparuncnt. Final application approve al=rust come from the Building Department Your permit application has been reviewed by the Public Utilities Departznt and the following items need attention: �Iv d e /n A. On A-d /ne IEXrsr4jg will /'ten ,sa/ dEYS /dw'aq-t UCP, .f 8- ('a.M pCe hV in /a a,A� Ab r IZA o ' keae4), ♦ t r Pleas�sub�these` quui ems to the Public Utilities �asf/ate 1204 a� req � meat. SandPiPea Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you Have any questions,please call(904)247-5834. Review Donna Kaluzniak,Public Utilities Director ► Date �.� Signature ContraeW Notified Datc TRANSACTION REPORT �c - MAY-15-2006 MON 07:39 AM FOR; ATL. BCH, PUBLIC WORKS 904 247 5843 DATE START RECEIVER IX TIME PAGES TYPE NOTE MO DP MAY-15 07:39 AM 92608609 47" 1 SEND OK ��. 836 TOTAL 47S PAGES: 1 CITY OF ATLANTIC BEACH PUBLIC UTILITIE`i DEPARTMENT M 1200 Sandpiper Lane Atlantic Balch,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: L .0 Applicant: _ 6- C�t I + —6f2 * a)titact(5:: Project: t)aad f2 tda Your application is s approved. as noted by the Public Utilit es Department. Final application approval mast come from the Building Department. Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Pjopide � -e /tee - —� w _ � _ BP250U01 CITY OF ATLANTIC BEACH 7/13/06 Application Tracking Step Selection 08 :27 : 40 Application number . . . . : 06 00032896 Address . . . . . . . . . . . 28 DUDLEY ST RE number . . . . . . . . . . - - - Application type . . . . . COMMERCIAL NEW CONSTRUCTION NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . SANCTUARY/EDUCATIONAL BDG Type options, press Enter. 2=Change 4=Delete 5 View 6=Fast log 8=Action log maintenance 9=In/out maint Path --- Rey Dates --- -- Action Summary - Opt Agency description Rev Step Req In Est Cpl Last Type By FIRE DEPT. A 01 Y 5/01/06 5/04/06 PLANNING A 01 Y 5/01/06 5/04/06 PUBLIC UTILITIES A 01 Y 5/11/06 5/04/06 6/06/06 APN LS PUBLIC WORKS A 01 Y 5/04/06 5/04/06 6/17/06 APN LS _ BUILDING A 02 Y Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions F8=Misc info inquiry F10 View 3 F12=Cancel F14 Action log inquiry F24 More keys CI'T'Y OF ATLANTIC BEACH ' PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Perm- it Application # Property Address: ,M Applicant: af � 1 Project: L Your application is approved as noted by the Public Works Department. Final applications approval must comae from the Building Department. Your permit application has been reviewed by the Public Works Department t and the following items need attention: 6/6/06 - GENERAL & SHEET 4 COMMENTS ADDRESSED SATISFACTORILY. SHEET 3 COMMENT REGARDING PARKING SPACE SIZE NOT ADDRESSED. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904)2475834. A Reviewed by 54 Carper, P.L.,Public Works Director Date Signature R-ECFIVF Contractor Notified Date en e4tlat led, MAY - 1 2006 U BY; yes- � P. 01 TRANACTION REPORT --- JUN-06-2006 TUE 03:08 PM FOR; ATL, BCH. PUBLIC WORKS 904 247 5843 DATE START RECEIVER 'fX TIME PAGES TYPE NOTE M# DP JUN-06 03:07 PM 94256710 48" 1 SEND OK 991 TOTAL 48S PAGES: 1 PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane !/ Ati mti0 Bearh,Florida 32233 (9G<4)247-5834 = (904)247-5843 Fax www.00ab-us PLAN REVIEW COMMEN]"S Permit Application N� " wwt. - Property Address: r�?) ie Applicant: n .( Project: f)aAa-fU".A wuab DWI Q Your application is approved as noted by the Public Works Department. Final application appToval most come from the Huiiding Department, Your permit applicatio-a has been reviewed by the Public Works.Department 0�� and the following items need attention: .. 6/6/06 - GENERAL & SHEET it COMMENT'S ADDRESSED SAT FACTORILY. SIE 1'' (; :MMENT REGARDING PARK10 SPACE SIZE NOTADDRESSED. --�"�"��'"---�---- _ --------�• _ CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445. TELEPHONE:(904)247-5800 SS FAX:(904)247-5805 -) SUNCOM:852-5800 http://ci.atlantic-beach.fl.us June 8,2006 Joe Depriest GFA 9659 Tradeport Drive Orlando,FL 32827 RE: Plan Review,28 Dudley Street, Permit Application 06-32896 Dear Mr. Depriest: Enclosed are plans for review and approval by your department. Should you require additional information to approve our submittal, please fax your comments to our office at 904.246.5845 so we may address your needs with the contractor locally in order to expedite the review process. Please do not hesitate to contact me if you have any questions. Thank you in advance for your assistance. Re ctfully, 4. Shir ey a' Building Permits erk !•% �1 jCITY OF ATLANTIC BEACH ,S rte' 800 SEMINOLE ROAD `i ATLANTIC BEACH,FLORIDA 32233-5445 • TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 www.coab.us June 8,2006 Joe Depriest GFA 9659 Tradeport Drive Orlando, FL 32827 RE: Plan Reviews,28 Dudley Street,Permit Application 06-32896& 150 Sherry Drive, Permit Application 06-32991 Dear Mr. Depriest: Enclosed are plans for review and approval by your department. Should you require additional information to approve our submittal, please fax your comments to our office at 904.246.5845 so we may address your needs with the contractor locally in order to expedite the review process. Please do not hesitate to contact me if you have any questions. Thank you in advance for your assistance. Res , "_\ ley Graham Building Permits Cl six CITY OF ATLANTIC BEACH %' 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept 0axpab.us Application Number . . . . . 07-00000481 Date 4/10/07 Property Address . . . . . . 28 DUDLEY ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc fire alarm system ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FUTURE COMPUTER SYSTEMS INC 522 BAY ST NEPTUNE BEACH FL 32266 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . FIRE ALARM SYSTEM Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/07/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. APR-10-2007 08:35 PM P 1 CITY OF ATLANTIC BEACH :. 1 NIECHA,I�TICAL PERMIT APPLICATION D 'ems Property Address: Owner.- Telephone Ire: Contmetor. CT/eyle bone t!-0- '- ` , Contractor Address: e 1`�"" Fart#: Contractor Signature: t 4 10 eouftsddea of pamil g1VW do the Wedc Y d"Cew in the am swaatattt,wa has y terse to perform assn wtair in Umdasoe Wilk IM ot"od plat aad speoilfeadw which imp part**dud in scco dow with the City of A*ndc Basch ordleemxt aid OAMods of cod Mcfte Hod thee' Type of Ra thig Fuh If other camststktion is being done on NO boildiag or site,list the building permit member. O ' O Electrte /�O,Q a One: _V _NAMW cea to Utility 1 0 oil Other-5 i MSCRAMCAL BQULFMRNT TO aS IDISTALLIED NATURE OF WORK O Rm _Spam _Recessed Contrpl _Flow D RaddCOW Q Air Conditwaing: —Room „CeaW O Discs SyvA= Material ThMmess D COMM jai Maximum txtpadty t:mr C Refrige�ratien a Now 131Mn= 0 Cooling Tower:Cqw ty atxn D Fite Spr'Wdtr3:Number of Heads D Brsistiag Building 0 EleWorMaatiR F,Ocal„__(Nwnber) t2 R�cplacaaattofExisting 9yeoenn a Gasoline Pumps (Number) a Tamm (Number) O NOW Iastdltmou p LPG Cottfaiaefe _(Number) (No system praricusly installed) / O Unfired Pressure Vessel 0 Em nstan or Add-on to FvdM6 0 Boiler'031� Go n (•,�... P e �\j n.d 1W n/\ clam- �V P LIST ALL)E U.PM W AIR CO"MMIIV(i,RSFAIGtiRAMON 8Q OMM&Ct>IIVDEMOIR-S Approving ! A mbar unim Dssoription Modal A Mtetlplco rar Ton's AMey s I I IRATWO—1roaMACLB.lsO11.1^Fl$t6l'I,ACCe a AM HANLU.ER'S Approving Wmbor Units Duaiption MW N Msautfeatrar BTU's ASalay TA-4 Row dtDhttcsA' Cor>WSed Maaubetuttx Ha AOM �APm"isS 900 Setnlmole Road a Adentic Hatch,Irlorlds 32233.5446 Pborw.(904)247-00• Fans (904)7A7•9845 s litesLLwww.ci.attaatic-b!Mcb.il.us R"ised 1104 L'd 9t►95-Lir'L p06 ewfqsstg uopswjo}ui dZg:10 LO 60 jd`d f` 'JI r CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buiidin�dept(acoab.us Application Number . . . . . 07-00000260 Date 3/12/07 Property Address . . . . . . 28 DUDLEY ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc a/c - ahu install ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TOTAL AIR CARE, INC. Q/A:NIQUETTE, MICHAEL PO BOX 2004 MIDDLEBURG FL 32050 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/08/07 ---------------------------------------------------------------------------- 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. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: dlbloil Property Address: 46 --b OAQ!nj STS Owner: Telephone#: Contractor: ToTft-r-- A10- 6*0 - Telephone#: l°Y' Zg 5711� Contractor Address:0 l�, tJ jo 2co�,/n FG 3"s7v Fax#: Contractor Signature: In consideration of permit given f doing the veWas 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 Pleating Fuel: If other construction is being done on this building or site,list the building permit number: ❑ Electric ❑ Gas: LP _Natural _Central Utility 3ZF)q El Oil (� ✓ C� ❑ Other-S ecify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed `_Central _Floor Ll Residential Cl-Air Conditioning: Room —'C'entral a'Duct System: Material Thickness tl-�Conunercial Maximum capacity /-?oG0 cfm ❑ Refrigeration a--*New Building ❑ Cooling Tower: Capacity gUm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) r 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 s /�/ rA, 3 s" TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road o Atlantic Beach,Florida 32233=5445 Phone: (904)247-5800• Fag: (904)247-5845• http://wwNv.ci.atiantic-beach.fl.us Revised 1/04 04/24/2007 14:24 4074479868 GFA ORI-0W PAGE 01 I GFA International Orlando a Boca Raton • Fort Myers • Stuart • Jacksonville ��F1NA�1Qap�, FACSWI E TRANSMITTAL Date: This Facsimile contains page(a) including this cover sheet. Please deliver to: /' Aj$o Fax#/Office#: Fax# ?o(4- 2 8o Phone# From: ul i J I Orlando Office Return Fax#/Phone#: Fax#(407) 447-9888 Phone#(407)447-9865 COMMENTS: ( 54- /a•' p/ '� c lijt,2 YzY etZ This transmission may contain information that is privileged,confidential and/or exempt from disclosure under applicable law. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or use of the information cbntained herein(including any reliance thereon)is STRICTLY PROHISM.If you received this transmission in error, please immediately contact the sender and destroy the material in its entirety, whether in electronic or hard copy format. Corporate Office Central Florida Office Gulf Coast Office Treasure Coast Office Jacksonville Office 442 N.W.35'"Street 9659 Tradepon Dr. 5851 Country Lakes Dr. 7882 SW Ellipse Way 5971 Powers Ave. Boca Raton, Florida Orlando, FL 32827 Ft. Myers, FL 33905 Stuart, FL 34997 Jacksonville, FL 32217 33431 (561)347-0070 (407)447-9865 1239)489-2443 (772)489-9989 (904)854-9900 (561)395-5805 Fax (407)447-9868 Fax (239)489.3438 Fax (772)489-2988 Fax (904)854-9901 Fax WEB SITE: www.teamgfa.com f �r GFA INTERNATIONAL W Client: Atlantic Beach Designer: Vermes•Architects W Project No.: 07-0320 Jacksonville Reviewer: Joe DuPriest a. Project Name: First Baptist Church License#: PX2167 Discipline: Architectural&M.E.P.s Description: V-8 classroom addition Address: Date: 9M./M NAT ' Iters Plan Code Response Date Satisfied No. Sheet Reference Pian Review Comments Date AIE Res onse &Initials 1 A-1 FBC Fire protection riser shown but no information 106.3.5 provided for spriakkr"stem. 2 A-1 F1 St 553.73 2002 NEC shown for electrical code reference FBC it appears that the fire separation distance 3 A-1,A-3 table according to FBC table 704.8 is short for►our east 0 704.8 end louver. ita FBC l l This appears to be typo on the detail of grab bar 4 A-2 behind the W.C.one is 36"and the top view shows 4.16.4 30" 5 A-4 FISC Electrical Panel,Riser Diagram and siring methods 106.3.5 are not shown. 6 A-5 FBC Truss package does not show that AHU mounting 1063.5 detail is acceptable. 0 7 A-6 FBC Domestic water riser not shown. LD 106.3.3 a+ v FRC Interior finish smokeifim rating on materials is not 8 A-6 106.3.5 shown. CD I 9 A-6 1�tiB3 Product approvals were not provided. v `~ FBC Design Criteria #2 showy Exposure "B" and the 10 A-6 Chapter 16 engineered truss package shows an Exposure"C" r C14 11 S-1 N/A Foundation plan does not match any other drawing v o in relation to the length of the building. N e i2 S-1 NIA Foundation corners refer to detail"L"oo S-3. m S3 not provided. Page 1 of t �� - � M�� \� �� . o $ qs, CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 � F35> INSPECTION EMAIL REQUEST: Building=dept2eoab.us Application Number . . . . . 07-00000929 Date 6/28/07 Property Address . . . . . . 1996 MAYPORT RD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc EARLY POWER ---------------------------------------------------------------------------- Owner Contractor ------------------- ----- ------------------------ 5 STAR ELECTRIC, INC 8434 TWISTED VINE CT JACKSONVILLE FL 32216 (904) 654-6373 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/25/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. *s EARLY POWER AGREEMENT & RELEASE CITY OF ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement&Release Job Address: Permit No. Service Type(Circle One): Overhead Underground We,the undersigned General Contractor and Electrician,understand and agree: 1. "Early Power" is ppurely for our construction convenience, it is not required by Codes and does not substitute for Final Inspections or the C/O(Certificate of Occupancy)-Fiat must be issued be?ore occupancy, and as such is at the discretion of the Building Official. 2. The City of Atlantic Beach will make a special inspection prior tothe early power energizing. All rough inspections must have prior Approval,including meter base connections. 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the early electric service. Such action is expressly prohibited and penalized by The City of. Atlantic Beach Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty-four hour notice. 4. "Early Power"release authority is the Electrician and/or the Contractor and must not occur before: a. Equipment,devices and fixtures are installed(or blanked off)safely. b. Panel is complete with breakers and cover,and(labeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. f. Temporary address numbers displayed(Permanent numbers are required for C/O). 5.. Pay$300. administration y reinspection fees and any outstanding requirements must be satisfied prior to release. 6. This fully comple d form ' to be submitted to the Building Department by hand,mail or fax. 7. Future such eme s will a accepted from those who violate any one of the above items. CONTRACTODATE C �'" ✓� PRINT NAME l L Vj� ELECTRICIAN DATE ,-6 7 PRINT NAME 6c9ff mas- 800 Seminole Road,Atlantic Beach FL 32233 am`"° notary Pubde,tate o en a c a Mana Ni Thrift Pho 9, 4 47-5826 Fax: (904)247-5845 htt ://w vw.coab.us r i i i9.( Commission DD572082 Expires 07/09/2010 CITY OF ATLANTIC BEACH J j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(a-koab.us Application Number . . . . . 07-00000929 Date 8/28/07 Property Address . . . . . . 1996 MAYPORT RD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc EARLY POWER ---------------------------------------------------------------------------- Owner Contractor -------- ---------------- ------------------------ 5 STAR ELECTRIC, INC 8434 TWISTED VINE CT JACKSONVILLE FL 32216 (904) 654-6373 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . 6/28/07 Valuation . . . . 0 Expiration Date . . 12/25/07 -------------------------------------------------------------------- -------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r ,(I * , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buildinz-debt cwt coab.us Application Number 07-00000291 Date 8/28/07 Property Address . . . . . . 1996 MAYPORT RD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc fire sprinkler system installation/123 heads ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OWNER -------------------------------------------------- -------------------------- Permit . . . . . . FIRE SPRINKLER Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . 3/15/07 Valuation . . . . 0 Expiration Date . . 3/15/07 ---------------------- ------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 J INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(a- coAus Application Number . . . . . 07-00000481 Date 8/28/07 Property Address . . . . . . 1996 MAYPORT RD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc fire alarm system ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- FUTURE COMPUTER SYSTEMS INC 522 BAY ST NEPTUNE BEACH FL 32266 ---------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc FIRE ALARM SYSTEM Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . 4/10/07 Valuation . . . . 0 Expiration Date . . 10/07/07 ------------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i I.V Y B1 �' CITY OF ATLANTIC BEACH S�z 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 J131>'' INSPECTION EMAIL REQUEST: Building-dept(acoab.us Application Number . . . . . 07-00000260 Date 8/28/07 Property Address . . . . . . 1996 MAYPORT RD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------- --------------------------------------------------------------------- Application desc a/c - ahu install ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- TOTAL AIR CARE, INC . Q/A:NIQUETTE, MICHAEL PO BOX 2004 MIDDLEBURG FL 32050 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . 3/12/07 Valuation . . . . 0 Expiration Date . . 10/20/07 ---------------------------------------------------------------------------- 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. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 y �J1I1>` INSPECTION EMAIL REQUEST: Building-deptncoab.us Application Number . . . . . 06-00032896 Date 8/28/07 Property Address . . . . . . 1996 MAYPORT RD Tenant nbr, name . . . . . . SANCTUARY/EDUCATIONAL BDG Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1000000 Owner Contractor ------------------------ ------------------------ ARCON ARCHITECTS & CONTRACTORS 6656 COLUMBIA PARK DIRVE #3 JACKSONVILLE FL 32258 (904) 260-8805 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 2660 . 00 Plan Check Fee 1330 . 00 Issue Date . . . . 10/12/06 Valuation . . . . 1000000 Expiration Date . . 11/11/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE 2 . 87 CAPITAL IMPROVEMENT 1400 . 00 ST CONSTRUCTION SURCHARGE 59 . 13 AB CONSTRUCTION SURCHARGE 6 . 57 STATE RADON SURCHARGE 54 . 53 SEWER IMPACT FEES 2600 . 00 WATER IMPACT FEE 2040 . 00 WATER CONNECT/TAP & METER 625 . 00 WATER CROSS CONNECTION 35 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 2660 . 00 2660 . 00 . 00 . 00 Plan Check Total 1330 . 00 1330 . 00 . 00 . 00 Other Fee Total 6823 . 10 6823 . 10 . 00 . 00 Grand Total 10813 . 10 10813 . 10 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �R iE�✓` .0� Plan Review Comments fi New Friendship Missionai - Mayport Road Mayport,FL (Atlan -c Beach,FL.) I Provide fire hydrant--__ 2.J vide fire sprinkle,, 3 vide fire alarm sy / 4.J Separate plan review f 6. rovide Class K fire e: MtooW. Additional egress light_—__-------' REVI d tise-1�z.-btu sweis cq uonmwoa omm An go ton TRANSMITTAL ARGON ARCHITECTURE &CONSTRUCTION, INC. 11497 Columbia Park Drive West, Suite 1 .Jacksonville, Florida 32268 904-260-8606 s 904-260-8609 FAX SEND TO: From: CITY OF ATLANTIC BEACH JOSE REZEX BUILDING DEPT. PROJECT MANAGER ATTENTION: Date: APRIL 24, 2007 MR. DAVID HOSTEDLER RE: NEW FRIENDSHIP MISSIONARY BAPTIST CHURCH 28 DUDLEY STREET Phone Number: 708-0587 ATLANTIC BEACH, FL o Urgent o Reply ASAP o Please comment o FOR YOUR REVIEW&APPROVAL Comments: �?�tO4^ ATTACHED PLEASE FIND THE FOLLOWING: • (4)COPIES OF SHEET A4—REVISED EXTERIOR ELEVATIONS �� Thank you. i► i Lll CITY OF ATLANTIC BEACH ril 1 a 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ti31>`r INSPECTION EMAIL REQUEST: Building:dgpt2coab.us Application Number . . . . . 07-00001223 Date 8/29/07 Property Address . . . . . . 1996 MAYPORT RD Application type description IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL IRRIGATION SYSTEM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MSM LANDSCAPE & IRRIGATION 2716 W PHEASANT CT JACKSONVILLE FL 32259 (904) 994-4680 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/25/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50. 00 50. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT Is APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. V CITY OF ATLANTIC BEACH "" Yt 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING �PjERMIT APPLICATION DUVAL COUNTY , a e... • 3 n 'YI(i,*A I �, .„ ' '3.©A �I,� -'i% 199 C MAP OR� ❑NO Atlantic Beach FL 32233 ❑YES PERMIT* 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: p.JE�Dbt�� SSJo�l� 1 r , °iiw 7 ME OF OMPANY: 8.A D ; i . OLM 11C .�aS 'yrH - v � 9.STATE OF FLORIDA LICENSE NO: 10. LL P(10 —,e 11 NO^�� .. (� O EMAIL ADDRESS: 13.OFFICE PHONE: 14. S►'� N,p5C�4 �G�ls'1 eAST`,,�;ET� Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null nd void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6 nths any time after work is cc en d. pp CONTRACTORSEySIGNATU E. ,Kel100ili , ❑ NEW ❑ RE-PIPE BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY /URINALS LAUNDRY TRAY Y OTHER (SPECIFY): SEE BACKFLOW AND IRRIGATION PROCEDURE SHEET ROOF DRAIN �' 1 M I „ PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = COAG FORM BLDG03:REVISED:8/13/2007