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Permit Folder 1515 Beach Ave a City of Atlantic Beach Building Department 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: November 9, 2006 Owner: Greg Saig Address: 1517 Beach Ave, Atlantic Beach, Fl 32233 Construction Type: Wood Frame Use Classification: Residential Single Family Permit Number: 05-29692 .0 DAVID HUFSTETL BUILDING OFFICIAL RAisEr PAGE 1 Date: 02/02/2005 MANNING BUILDING SUPPLY LOG # : D0788 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JASON BRACKIN Pitch: 5 /12 Customer: CRONK,DUCH Job Name: Saig Resd Address : Address : Lot 1 Beach Ave & 15th St Designer: RON ROOF - -- -- - --- - - -- - - - -- -- -- - -- --- - --- - -- -- - - - -- - - -- - - - ---- - -- -- - --- -- -- - - ---- - -- - - "` Left Right Qtyl Span O.H. O.H. Description - --- -- --- - ---- -- -- -- --- -- -- - - --- - - - -- -- - --- - -- - - ----- - ---- ------ ---- ---- - -- - - l l 18-811 1 0- 1 Of IT1 6 -8--SB Hips Girder 2 124- 1 2- 121 T2-H1 7 -7--4SB Hips Cf 2 1241 121 1 2 - T2-H2 9-7--4SB Hips P* 1 1241 121 121 T2-H3 11-7--4SB Hips 1121110-18 low 101 1 T3-- 8-SB Hipm Girder 2ply 11301 1 2-6-- 2 1 611 T4-Hl 8-SB Hips 1 1 21-8--8 low 121611 T4-H2 101SB Hips 112118-8 1 0- 12 ,611 T4-H3 12 'SB Hips 221-8"8 101 12 -611 IT4-H4 141SB Hips 1281 121611 12 -611 ITS-H1 71SB Hips 1281 12-611 121611 JT5-H2 91SB Hips 128 - 121611 12 -611 IT5-H3 111SB Hips 11281 2 1 611 1 2 1 611 T5-H4 13 -SB Hips 8 115131-12 12-611 101 IT6 Common 728 - 12-6" 121611 IT7 Common 7 12118--8 12-611 IO- IT8 Common 1 281 121611 1 0 - IT9 Girder 2ply 2 1141811 141 140 IT10 THE 12 1- 121 101 In 1- CJ 6L 6R 103- 121 101 JJ2 3 - CJ 5L 5R 2 12-10--8 101 low I J2 a 31 CJ 1L 1R 10 5- 121 10- JJ3 5- CJ 5L 5R •w 214'10"8 I0' 101 I13a 5- CJ 1L 1R 4 6-8" 121 1 0- J J4 6 -8-1 EJ NC 6 171 121 101 J J5 71 CJ NC 2 1 6110"8 101 1 01 1 J5a 7 - CJ 1L 1R in. Energy Code Information RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yes✓No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes v/No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes• No N/A✓ (FBC 13-602.1ABC.1.1) PLANS EXAMINER:_ r) )D/J �/</� DATE: 4. Is the"R"value for added insulation on exterior walls shown? Yes s/No N/A 5. Is the"R"value for ceilings shown? (FBC 13-6.4.,.A.C.,) Yes�No N/A OWNER: S/4 f G JOB ADDRESS: y(�(�K(5:/rte 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A✓ �, E, 7. Are Energy Credits Claimed? Yes V^o N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes No N/A CONTRACTOR: C G PHONE NUMBER: B. White Roof Credit (FBC 13-607.1A.5) Yes s/�16 N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A (CIRCLE) I. Survey: LE) 1. Is a specific purpose survey submitted? Yes V,No N/A N Foundation Plan `/ 1. Are all footings shown,including interior bearing walls, 2. is correct Flood Zone shown? Yes No NIA 3. Are existing grade elevations shown for structures located Column pads and concentrated loads? Yes No N/A in an"A"or"V"zone? Yes No N/A L"' 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes V"No N/A 3. Are all elevation changes in slab shown? Yes✓No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No NIA✓ 4. Is minimum concrete PSI shown? Yes✓/No N/A 5. Is property in a flood way? Yes No N/A�j S. Is slab reinforcement shown? Yes;/No NIA 6. Is flood way line shown? Yes No NIA ✓ A. W rc mesh size and gauge? Yes No N/A✓ B. Fibermeshreinforcement? Yes. o N/A barrier,Is vapor baer,minimum 6 mil.shown? (FBC 1909.2) Yes�No N/A H. Structure Code Compliance: 1. 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes t/No N/A Are plans sealed by architect or engineer? Yes✓No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes✓No N/A A. Are structural calculations submitted? Yes VNo N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes;/ No NIA Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes f✓No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes,f No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes ,"No N/A (FBC 1805.1) Yes fNo NIA 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes t/No N/A 6. Are pressures for wind loading on components and cladding �/ V. Typical Wall Section: Shown per FBC 1606.2.5? Yes M No N/A I. Is fiuished grade shown? Yes�No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes VeNo N/A stories and allowable area? Yes V No N/A A. Minimum 8"above adjacent gradd?- Yes s/�lo N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes✓ o N/A for structural elements? Yes No N/A C. Base flood elevation? Yes o N/A 9. Are plans designed per SSTD 10-99? Yes No N/A V- 3. Is minimum footing depth beneath finished grade shown? Yes V No N/A A. Are all appropriate charts and tables shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A� 4. Are all footing sizes shown? Y.,- N. N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes jp*�,lo NIA Construction in High Wind Areas'? Yes No N/A✓ 6. Is vertical reinforcement shown? Yes VNo N/A A. Are all appropriate charts and tables shown? Yea No N/A s/ 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A �/ A. Is exterior wall finish shown? Yes � o N/A 11. Are plans designed per"WPPC Guide to Wood Construction in furringB. Is interior furring shown? Yes) o N/A High Wind Areas? Yes No N/A C. Is exterior wall insulation shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A V D. Is exterior wall finish shown? Yes;/No N/A B. Are all appropriate requirements circled or highlighted? Yes No NIA req 8. Wood Frame Construction 12. Arelans designed geed pe r"AF&PA Wood Frame Construction Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes ./No N/A A. Is and sous spacing,grade and lumber specter shown? Yes I/No N/A A. Are all appropriate charts and tables shown? Yes N N/A B. Is exterior sheathing etype and thickness)shown? Yes / No N/A ✓� C. Are nailing requirements(sou and spacing)shown? Yes;/No N/A B. Are all appropriate requirements circled or highlighted? Yes ✓"o N/A (FBC Table 2306.1) D. is exterior wall finish shown? Yes VNo NIA 15. Does bedroom open directly into garage? Yes Noq,�N/A E. Is interior wall finish shown? Yea✓No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes V-'No N/A grade shown? (FBC 2304.2.5) Yes✓ o NIA G. Are shear wall segments shown? Yes V o NIA 17. Is Designer's[tame and address shown on plans? Yes,/No N/A A. Type of hold-downs shown? Yes�o NIA 18. Do egress doors and landings comply with FSC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yea• No N/A and FBC 1012.1.5? Yes V No N/A 10. Aro all hurricane anchorage and hold-downs specified and labeled? Yes✓No NIA 19. Are habitable rooru shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes V No NIA requirements of FBC 1203.17 Yes✓No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes ✓No N/A wind load requirements for components and cladding per FBC 1606? Yes V/No N/A B. Are conventional frame rafters used? Yes No N/A✓ 21. Does floor plan show fireplace? Yes��No N/A 22. Are stair details shown? */ I. Rafter size shown? Yes No N/A Yes No N(A 2. Species of lumber shown? Yes No N/A✓ A. Is minimum stair width shown? (FBC Table 1004) Yes✓No N/A 3. Grade of lumber shown? Yes No MAO" B. Are tread and riser sizes shown? (FBC 1007.3) Yes ti/No N/A C. Type of roof sheeting shown? Yes.✓No N/AC. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A✓ 1. Thickness of roof sheeting shown? Yes v"No N/A D. Are required landing shown? (FSC 1007.4)? Yes No N/A✓ 2. Grade of roof sheeting shown? Yes jNo N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes fNo N/A 3. Nailing pattern of roof sheeting shown? Yes V No NIA 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No N/A>}/ D. Weight of Dry-In felt shown? Yes VIN. N/A 24. If required,are tenant separations shown? Yes No N/A E. Type of roof cover shown? Yes 4/No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes No N/A✓ 25. Are all columns and beams shown for porches and lanais? Yes v, No NIA 2. Attachment of tale roof shown? Yes No NIA A. Are column type,size and anchorage shown? Yes v-'No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes 1/No N/A 3. Other roof covering and attachments shown? Yes v/No N/A 26. Are all lintel and beam details shown? Yes y/No N/A F. Length of roof overhang shown? Yes 1/No N/A 27. Are engineering details provided for butt glass? Yes No N/A G. Type of soffit and fascia shown? Yes✓ o N/A H. Attic ventilation shown? Yes V No NIA I. Location,type and thickness of flashing shown? VII. Truss/Rafler Plan. (FBC 1503,2.1 and FBC 1507.3.9) Yes V"No N/A 1. Are engineered truss plans provided showing loads,uplifts and I. Type and gauge of eave metal shown? Yes�lo N/A required connections? Yes✓No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes v,-No N/A 3. Framed roof, Vl. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connection's? Yes t/No NIA application? Yes W-fNo N/A B. Is ceiling joist plan shown including size,spacing, 2. Are all room dimensions shown? Yes V No N/A species,grade of lumber,span and"oomections? Yes ,�No NIA 3. Are all door and window sizes shown? Yes-/No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes ./No NIA grade of lumber and connectors? Yes o NIA 5. Is required tempered glass shown at all hazardous locations? - D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No NIA-*- of lumber? Yes V"No N/A 6. Are all vertical reinforcements shown? Yes✓No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes 1/No N/A pattern? Yes V/No NIA 8. Are all hold-downs and hurricane anchorages shown? Yes ;,"No NIA 9. Is required attic access shown? Yeso N/A 10. Are all plumbing futures shown? Y No NIA VIII. Floor Framing. 11. Are all electrical futures shown? Yes t/No N/A I. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes�J10 N/A uplifts and connections? Yes V No N/A A. Is air handler and condensor location shown? Yes r/No NIA 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes o N/A grade of lumber and connections? Yes L,-No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes�No N/A 3. Is floor sheeting indicated,showing type,thickness and � � 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes✓No N/A Have a 29"net Clear door opening and handicap accessible route? (FBCpl-ll) Yes VINO N/A 15 5 tJEaca4 A, . . -I; `' '" STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management Bureau of Beaches and Coastal Systems 0^� F�pR@AJ _ 3900 Commonwealth Blvd. -Mail Station 300 Tallahassee, Florida 32399-3000 (850)487-4475 'r_ S PERMI' NUMBER DU-353 C iTY 0 F ij r FEB 08 C FOR CONSTRUCTION OR OTHER ACTIVITIES _ NT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on September 14, 2004, and was determined to be complete pursuant to rule on November 17, 2004. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any)and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE; February 3, 2008 LOCATION: Between approximately 155 feet and 200 feet north of the Department of Environmental Protection's reference monument R-47, in Duval County. Project address: Lot 1, Block 62, Atlantic Beach. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 2 PROJECT DESCRIPTION Single-Family Dwelling 1. Location relative to control line: A maximum of 129.5 feet seaward including a seaward covered balcony. 2. Exterior dimensions: 66 feet in the shore-normal direction by 33 feet in the shore-parallel direction. 3, Type of foundation: Pile. Garage 1. Location relative to control line: Approximately of 46 feet seaward. 2. Exterior dimensions: 24 feet in the shore-normal direction by 30 feet in the shore-parallel direction. Swimming Pool 1. Location relative to control line: Approximately 141 feet seaward with 3-foot wide decking extending up to 144 feet seaward of the control line. 2. Exterior dimensions: 27.3 feet in the shore-normal direction by 19.2 feet in the shore-parallel direction. 3 Type of foundation: Pile, 4. Deck elevation of swimming pool: Approximately +20.8 (NGVD). 5. Bottom elevation of swimming pool: +14.3 (NGVD) 6. Maximum depth of swimming pool: 6 feet. 7. Height of pool deck above existing grade: Approximately 2 feet, 8 Total volume of excavation: 76 cubic feet. Spa 1 Location relative to control line: Approximately 127 feet seaward of the control line with a 1.5 foot bench extending up to 128.5 feet. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 3 2. Exterior dimensions: 9.5 feet in the shore-normal direction by 5 feet in the shore-parallel direction. 3. Deck elevation of spa: Approximately +22.3 (NGVD). 4. Bottom elevation of spa: +17.8 (NGVD). 5. Maximum depth of spa: 5 feet. 6. Height of pool deck above existing grade: Approximately 3.5 feet. Excavation/Fill 1 Total volume of excavation: 76 cubic feet. 2. Location of excavation: From 117 feet to 144 feet seaward of the control line. 3. Maximum depth of excavation: To elevation +14.87 feet(NGVD); 6 feet below existing grade, 4. Volume of fill to be placed: Approximately 100 cubic yards. 5. Location of fill to be placed: From 70 feet to 151 feet seaward of the control line. Minor Structures/Activities 1. Landscape improvements to be conducted a maximum of 207 feet seaward of the control line. 2. Retaining wall approximately 20 feet seaward of the control line. 3 A concrete driveway approximately 22 feet seaward of the control line. 4. Concrete pavers from 56 feet to 145 feet seaward of the control line. SPECIAL PERMIT CONDITIONS: 1 Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. Contact Bobbie Nelson at 1-877-314-1329 to schedule an appointment. The proposed locations of the structures shall be staked out for the conference. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 4 The fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative during the preconstruction conference. 3. The permittee shall maintain bracing or guying systems for palms and other large trees planted seaward of a major stricture for a minimum of two growing seasons. Bracing or guying systems shall include deadmen or anchors designed to resist soil failure from forces created by tropical storms and installed below root ball depth. 4. All lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. rd Done and ordered this day of rFjjdeU0,t,( 2005, in Tallahassee, Florida, Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to 5120.52 Department of Environmental Protection Florida Statutes, with the designated ,, • Department Clerk, receipt of which is by wfedged. `' ! �' Fri ettstein, Environmental Manager .---a ; -�- ,CJ.------ ;3 ks Bu au of Beaches and Coastal Systems 'Iep?fy Jerk i);tte. i ��1.C�c.IIV FLORIDA DEPARTMENT OF FLORA ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-353 Permittee: Permit Expires: February 3, 2008 "Co i . ronh Cronk Duch Partners 9995 Gate Parkway,North Jacksonville,Florida 32246 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a single-family dwelling, garage, swimming pool, spa, minor structures, excavation and placement of fill. Project Location: Between approximately 155 feet and 200 feet north of the Department of v. onmen ction's reference monument R-47,in Duval county. Project address: U Special Instructions: A preconstruction conference is required. Questions regarding the permit or ' notice should be directed to the undersigned at: Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. -M.S. 300 Tallahassee, Florida 32399-3000 Date of Notice Vict a, Engineer . Telephone(850)487-4475 VHH/jg cc: Permit File Permit Information Center Bobbie.Nelson,Field Inspector City of Atlantic Beach Building Official Gregory S. and Jill M. Saig, Property Owner DEP Form 73-131(Rev.01/97) Post Conspicuously on the Site Department of Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Colleen M.Castille Governor Tallahassee, Florida 32399-3000 Secretary February 4, 2005 Joseph S. Cronk Cronk Duch Partners 9995 Gate Parkway, North Jacksonville,Florida 32246 Dear Mr. Cronk: NOTICE TO PROCEED PERMIT NUMBER: DU-353 PERMITTEE NAME: Gregory S. and Jill M. Saig Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1 and 2. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), l(r) and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Bureau of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. Failure to comply with the permit, including the various reporting requirements contained in the permit conditions, will result in issuance of a violation notice or order to cease and desist all activities authorized by the permit. The Department may order illegal construction removed and legal remedies pursuant to Chapter 161 and 775, Florida Statutes, including but not limited to fines of up to $10,000 for each day of violation. Any notice of violation, including notice of delinquent periodic reports, will be mailed directly to the property owner. The permit will expire on February 3, 2008. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the time limit of the permit. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit,there is no assurance that such new permit for the same construction or activities would be approved. "More Protection, Less Process" Printed on recycled paper. f Joseph S. Cronk February 4,2005 Page 2 • Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee,Florida 32399-3000. The Department must receive the request within twenty-one days after your receipt of this notice. When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Section 120.54(5)(b)4, Florida Statutes and Rule 28-106.201(2), Florida Administrative Code, explain what must be included in a petition for a formal administrative proceeding. (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name,. address, and telephone number of the Petitioner, the name, address, and telephone number of the Petitioner's representative, if any, which shall be the address for service purposes during'the course of the proceeding, and an explanation of how the Petitioner's substantial interests are.or will be affected by the agency determination; (c) A statement of when and how the Petitioner received notice of the agency decision; (d) A statement of all issues of material fact disputed by the Petitioner or a statement that there are no disputed facts; (e) A concise statement of the ultimate facts alleged, including a statement of the specific facts that the Petitioner contends warrant reversal or modification of the Department's action; (f) A statement of the specific rules or statutes the Petitioner contends require reversal or modification of the Department's action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the Petitioner, stating precisely the action that the Petitioner wants the Department to take with respect to its action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed,further order of the Department becomes necessary to effectuate this notice. Accordingly,the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the Joseph S. Cronk February 4, 2005 Page 3 lapse of time allowed for the filing of such a request for hearing, maybe subject to modification, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to'seek judicial review under Section 120.57 of the Florida.Statutes and Rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35,Tallahassee,Florida 32399-3000, and with the appropriate district court of appeal within thirty.days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in Subsection 35.22(3)of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding(which include the applicant,the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in(received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station.35, Tallahassee, Florida 32399-3000,by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date,time, and place of the first mediation session, ora deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and Joseph S. Cronk February 4, 2005 Page 4 (g) Either an explanation of how the substantial interests of each mediating party will be , affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized.representatives. As provided in Section 120.573 of the Florida Statutes,the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute,the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for such set forth above, and must therefore file their petitions within twenty-one days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under Sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120,Florida Statutes. Actions undertaken by you under this permit, during this period maybe subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone 850/487-4475, extension 113. Since , Vi r H. errera, Engineer Bureau o Beaches and Coastal Systems VHH/jg Enclosures ` cc: Permit File Permit Information Center Bobbie Nelson,Field Inspector City of Atlantic Beach Building Official Gregory S. and Jill M. Saig,Property Owner p801EftI0M STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management _r Bureau of Beaches and Coastal Systems FLOR A 3900 Commonwealth Blvd. -Mail Station 300 Tallahassee, Florida 32399-3000 (850)487-4475 PERMIT NUMBER: DU-353 PERMITTEE Gregory S. and Jill M. Saig c/o Joseph S. Cronk Cronk Duch Partners 9995 Gate Parkway, North Jacksonville, Florida 32246 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on September 14, 2004, and was determined to be complete pursuant to rule on November 17, 2004. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any)i and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: February 3, 2008 LOCATION: Between approximately 155 feet and 200 feet north of the Department of Environmental Protection's reference monument R-47, in Duval County. Project address: Lot 1, Block 62, Atlantic Beach. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 2 PROJECT DESCRIPTION: Single-Family Dwelling 1. Location relative to control line: A maximum of 129.5 feet seaward including a seaward covered balcony. 2. Exterior dimensions: 66 feet in the shore-normal direction by 33 feet in the shore-parallel direction. 3. Type of foundation: Pile. Garage 1. Location relative to control line: Approximately of 46 feet seaward. 2. Exterior dimensions: 24 feet in the shore-normal direction by 30 feet in the shore-parallel direction. Swimming Pool 1. Location relative to control line: Approximately 141 feet seaward with 3-foot wide decking extending up to 144 feet seaward of the control line. 2. Exterior dimensions: 27.3 feet in the shore-normal direction by 19.2 feet in the shore-parallel direction. 3. Type of foundation: Pile. 4. Deck elevation of swimming pool: Approximately +20.8 (NGVD). 5. Bottom elevation of swimming pool: +14.3 (NGVD). 6. Maximum depth of swimming pool: 6 feet. 7. Height of pool deck above existing grade: Approximately 2 feet. 8. Total volume of excavation: 76 cubic feet. Spa 1. Location relative to control line: Approximately 127 feet seaward of the control line with a 1.5 foot bench extending up to 128.5 feet. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 3 2. Exterior dimensions: 9.5 feet in the shore-normal direction by 5 feet in the shore-parallel direction. 3. Deck elevation of spa: Approximately +22.3 (NGVD). 4. Bottom elevation of spa: +17.8 (NGVD). 5. Maximum depth of spa: 5 feet. 6. Height of pool deck above existing grade: Approximately 3.5 feet. Excavation/Fill 1. Total volume of excavation: 76 cubic feet. 2. Location of excavation: From 117 feet to 144 feet seaward of the control line. 3. Maximum depth of excavation: To elevation +14.87 feet (NGVD); 6 feet below existing grade. 4. Volume of fill to be placed: Approximately 100 cubic yards. 5. Location of fill to be placed: From 70 feet to 151 feet seaward of the control line. Minor Structures/Activities 1. Landscape improvements to be conducted a maximum of 207 feet seaward of the control line. 2. Retaining wall approximately 20 feet seaward of the control line. 3. A concrete driveway approximately 22 feet seaward of the control line. 4. Concrete pavers from 56 feet to 145 feet seaward of the control line. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. Contact Bobbie Nelson at 1-877-314-1329 to schedule an appointment. The proposed locations of the structures shall be staked out for the conference. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 4 2. The fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative during the preconstruction conference. 3. The permittee shall maintain bracing or guying systems for palms and other large trees planted seaward of a major structure for a minimum of two growing seasons. Bracing or guying systems shall include deadmen or anchors designed to resist soil failure from forces created by tropical storms and installed below root ball depth. 4. All lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. rd Done and ordered this day of eU 4,,AV 2005, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S120.52 Department of Environmental Protection Florida Statutes, with the designated _ Department Clerk, receipt of which Weed. ___��------ JOn, Environmental Manager of Beaches and Coastal Systems D to NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description pro rty bein improved: (.. oT 1 f3 i3c k (oZ A+�, 'C_ `o k� C f f dem •� S Jm2� O Address of Property being improved: t AJ E O ��VC3un S , --Vic- "SokA (--k . 32zS� General descripti o improvements: d=ems acwc Owner: . Address: �j Owner's interest in site of the improvement: 0 o "\ Fee Simple Titleholder(if other than owner): Name: Address: _ Contrac or: Address: Phone No: Fax No: Surety(if any): Address: Amount-of Bond S Phone No: Fax No: Name and address of any perAn making a loan for the construction of the improvements. Name: -:,. k<-- �CS� Address: (__�ttc�- Phone No: —7c��- SS'j? Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents maybe served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2xb),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signe&-------'-,,. te: .1 ?0. 0s*- Before m day Gr in the County Doc#2005024213,OR BK 12251 Page 439, of D fir has ppea ed lEtx Number Pages:1 r Filed&Recorded 01/20/2005 at 09:16 AM, Nota Pu at Large, ate of Florid County JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Notary g a, ty of Duval. RECORDING$10.00 My commission expires: Personally Known:_ or Produced Identification: t SANDY DAMICO I Ard NOTARY PUBLIC, STATE OF FLORIDA 6 L`� My commission expires Dec. 22, 2006 Commission No. DD 173674 r r' CITY OF ATLANTIC BEACH �a3 OWNER/BUILDER AFFIDAVIT Date: Job Address: 1 5-15- `3 enc- CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS-WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. SANDY DAMICO NOTARY PUBLIC, STATE OF FLORIDA My commission expires Dec. 22, 2006 P O R Commission No, DD 173674 SWORN TO AND SUBSCRIBED BEFORE ME THIS {p DAY OF —260. 1� NOTA% UB I MY COMMISSI EXP S: NOTE: PHRASES UNDERLINED ABOVE. Runoff Volume Calculations (Ref City of Atlantic Beach Zoning, Subdivision and Land Development Regulations, Section 24-66(b): Volume calculations for lots that require on-site storage should be based on the difference in run- off volume generated by the new impervious area("delta volume")and would be calculated by: V=CAR/12,where V=volume of storage in cubic feet, A=area of the lot in square feet, R=25 year and 24 hour rainfall depth(9.3 inches)over the lot area,and C=run-off coefficient,which is 0.6 for the 50%maximum impervious coverage;0.4 for 25% impervious coverage,and 0.2 for 0%impervious coverage. This delta volume(post V minus pre V in cubic feet)must be stored at least 1 foot above the wet season water table and below the overflow point to off-site(in many cases this may be the adjacent road elevation). As an option,and as approved by the Director of Public Works,the owner of the parcel to be developed or redeveloped may implement,at the applicant's cost,off-site storage and necessary conveyance to control existing flood stages off-site. Sample Calculation: Assume previously developed lot size of 100'x 50'=5000 ft2,with existing structure to be removed. Predevelopment:. Runoff Volume=0.4 (previous house slab/driveway removed) * 5000 ft2*9.3 in./12in./ft V= 1550 ft3 Post development: Runoff Volume=0.6(50%impervious surface) * 5000 ft *9.3 in./12in./ft V=2325 ft3 Delta Volume=2325 ft3- 1550ft3-1775 ft3(This is the volume of storage that must be provided for this lot,either on the building site,or with Public Works approval,offsite). Required Documentation: Include a block or section on the Paving and Drainage Plan showing the requirement and amount of storage provided. (See example below) Stormwater Storage Requirements Area Percent Impervious Runoff Volume Predevelo meat Fe Ft Post Development Fe Ft Storage Volume Required: Fty- Storage Volume Provided: F CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT [BY: CEIVED _ 1 1200 Sandpiper Lane Atlantic Beach,Florida 32233 ATLANTIC BEACH ING & ZONING, (904)247-5834 (904)247-5843 Fax ,�,,w.coab.us 2 0 2005 i PLAN REVIEW COMMENTS Permit Application# OS- Z`l S -7 O Property Address: l S l S t----PC Applicant: �A I C, C-q Project: 2. Your application is approved as noted by the Public Works Department_ Final application approval mast come from the Build>Bg Department- ❑ Your permit application has been reviewed y the Public Utilities Department and the following items need attention. �. AAW � 9 s � � Please submit these requirements to the Public Utilities Department, 1240 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Revi ed by Donna Kaluzniak,Public Utilities Director Date / a5-- OS— S�gnstuee Contractor Notified Date Environmental Air Conditioning Inc. Invoice 6900 Philips Highway, Suite 14 Jacksonville, FL 32216 Date--- Invoice# Environmental Air Conditioning Services,Inc. [2/l — - 7--- /2005 3940 Bill To Cronk Duch 1991 Gate Parkway North#250 Jacksonville FL 32246 P.O. No. Terms Project Due on receipt Quantity Description Rate Amount Saig Residence-Energy calculations 1515 Beach Avenue 495.00 495.001; Not Taxable 0.00% 0.00 1 Thank you for your business. Total $495.00 CITY OF ATLANTIC BEACH r JS r !r[ G IT' r f PUBLIC WORKS DEPARTMENT s) 1200 Sandpiper Lane Atlantic Beach,Florida 32233 JAN P- t 1 2005 r�"Jjt (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application# C)S Z!=1 7 Q Property Address: [ l S NCIA- Applicant: 2E.Gy(�-{ Project: h-1 eb-) SFq F TAC tf 7 �G ❑ Your application is approved as noted by the Public Works Department_ Final application approval must come from the Building ent i Your pemait application has been reviewed y the Public Works Department /\ and the following ikms need Mention: Provide erosion and sediment control plan with details . Provide impervious calculations . Provide plans and details for new retaining wall at driveway. Provide on site storage calculations and location as required by Land Dev. Regs 24-66 (b) (see example attached) . Please submit these requirements to the Public Works Depm1ment, 12oo 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 Rick Carper,P.E.,Public Works Director Date Signature Contractor Notified Date [(eY S Page 1 of 1 Schlueter, Jennifer From: Doerr, Sonya Sent: Tuesday, February 22, 2005 10:15 AM To: Ford, Don Cc: Schlueter, Jennifer Subject: 1515 Beach Avenue-Greg Saig's residence Don, for whatever reason this did not get routed to me. (Apparently, Cathy gave you my set, because you signed- off on my cover sheet.) They only have foundation permits now, but there is a problem with the distance between the main house and the garage apartment. 20-feet is required; they only have 9-feet. I have talked with Greg several times this morning. He wants to apply for a variance to move the garage apartment closer to the street,which may address the separation requirement, but they already have pilings in for the main house, and he is not happy about the idea of having to more the main house 10-feet to the east. Sonya 3/21/2005 Schlueter, Jennifer From: Kaluzniak, Donna Sent: Monday, March 21, 2005 12:50 PM To: Schlueter, Jennifer Cc: Ford, Don; Carper, Rick Subject: RE: 05-29570 (1515 Beach Avenue) Jenny, I haven't heard from him yet. I don't really feel comfortable approving a permit with Rick's outstanding comments. Rick noted the problem to me before he left and seemed to feel it was an important issue. -Donna From: Schlueter,Jennifer Sent: Monday,March 21,2005 10:05 AM To: Kaluzniak,Donna Cc: Ford, Don Subject: FW: 05-29570(1515 Beach Avenue) Donna, Greg Saig will be calling you regarding this permit. He is wanting to get construction water and can't until the permit is picked up and paid. He will be asking for you permission for us to issue this permit with a stipulation to have this drainage swale redrawn and submitted to Rick next week when Rick returns. Greg was not aware of this swale comment until I called him today so Lisa must have mailed his comments instead of calling him directly on Friday. Please let me know what is decided so I can act accordingly, Thanks, Jenny -----Original Message----- From: Showman, Lisa Sent: Friday,March 18,2005 4:25 PM To: Schlueter,Jennifer Cc: Carper,Rick Subject: 05-29570(1515 Beach Avenue) Jenny--Plan was not approved. First three line items are marked okay. Comment is: swale location is NOT satisfactory. No runoff drainge from new construction flows to swale--all flow is to the street. Original comments will be forwarded to you on Monday. Thanks-- Lisa 1 Runoff Volume Calculations (Ref City of Atlantic Beach Zoning, Subdivision and Land Development Regulations, Section 24-66(b): Volume calculations for lots that require on-site storage should be based on the difference in run- off volume generated by the new impervious area("delta volume")and would be calculated by: V=CAR/12,where V=volume of storage in cubic feet, A=area of the lot in square feet, R=25 year and 24 hour rainfall depth(9.3 inches)over the lot area,and C=run-off coefficient,which is 0.6 for the 50%maximum impervious coverage;0.4 for 25% impervious coverage,and 0.2 for 0%impervious coverage. This delta volume(post V minus pre V in cubic feet)must be stored at least 1 foot above the wet season water table and below the overflow point to off-site(in many cases this may be the adjacent road elevation). As an option,and as approved by the Director of Public Works,the owner of the parcel to be developed or redeveloped may implement,at the applicant's cost,off-site storage and necessary conveyance to control existing flood stages off-site. Sample Calculation: Assume previously developed lot size of 100'x 50'=5000 ft2,with existing structure to be removed. Predevelopment: Runoff Volume=0.4(previous house slab/driveway removed) * 5000 ft*9.3 in./12in./ft V= 1550 ft3 Post development: Runoff Volume=0.6(50%impervious surface)* 5000 ft2*9.3 in./12in./ft V=2325 ft3 Delta Volume=2325 ft3- 1550ft3-1775 ft'(This is the volume of storage that must be provided for this lot,either on the building site,or with Public Works approval,offsite). Required Documentation: Include a block or section on the Paving and Drainage Plan showing the requirement and amount of storage provided. (See example below) Stormwater Storage Requirements Area Percent Impervious Runoff Volume Predevelo meat Fe Ft Post Development Fe F Storage Volume Required: F Storage Volume Provided: F A CITY OF ATLANTIC BEACH �a 800 SEMINOLE ROAD J H, ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . . 05-00029643 Date 2/04/05 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . FOUNDATION ONLY BEF SFR Application description . . . FOUNDATION ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ----- - ------------------ SAIG, GREG OWNER 1515 BEACH AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 962-5035 ---------------------------------------------------------------------------- Permit . . . . . . FOUNDATION ONLY Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Saig residence REV 1 Builder: Address: 1515 Beach Ave Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Saig Jurisdiction Number: 261100 Climate Zone: North New construction or existing New 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:42.0 kBtu/hr 3. Number of units,if multi-family l _ SEER: 13.00 _ 4. Number of Bedrooms 6 b. Central Unit Cap:36.0 k13tu/hr _ 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area(112) 4208 ft' c. Central Unit Cap: 18.0 k _Btu/hr _ 7. Glass area&type Single Pane Double Pane ._._ SEER: 13.00 a. Clear glass.default U-factor 0.0 ft2 1016.0 ft2 _._ 13. Heating systems b. Default tint 0.0 ft' 0.0 W _ a. Electric.Heat Pump Cap:42.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:8.90 _ 8. Floor types _ b. Electric Heat Pump Cap:36.0 kBtu/hr _ a. Raised Wood,Adjacent R=19.0,582.0 ft' HSPF:9.50 b. Slab-On-Grade Edge Insulation,0 R=0.0, 192.0 112 _ c. Electric Feat Pump Cap: 18.0 kBtu/hr c. 1 Others 110.0 ft' HSPF:7.35 _ li 9. Wall types _ 14. Mot,water systems a. Concrete,Int Insul,Exterior R==5.0, 1392.0 ft2 _ a. Electric Resistance Cap:50.0 gallons _ b. Frame,Wood,Exterior R=19.0, 1319.0 ft= _ ! EF:0.91 _ c. Frame,Wood,Exterior R=19.0,694.0 ft2 _ b. Electric Resistance Cap:50.0 gallons d. N/A -- EF:0.91 e. N/A c. Conservation credits 10. Ceiling types _ (HR-Heat recovery,Solar a. Single Assembly R=20.0,2092.0 ft2 _ DIP-Dedicated heat pump) b. Single Assembly R=20.0,652.0 ft _ 15. FIVAC credits c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Con. Ret:Con. All:Interior Sup.R-6.0. 150.0 ft= PT-Programmable Thermostat, b. 2 Others 275.0 ft NIZ,-C-Multizone cooling, NIZ-H-Multizone heating) Glass/Floor Area: 0.24 Total as-built points: 55576 PASS Total base points: 59432 I hereby certify that the plans and specifications covered I Review of the plans and by this calculation are in compliance with the Florida specifications covered by this Q4 TKE So Energy Code. calculation indicates compliance , II with the Florida Energy Code. PREPARED BY: 4 Before construction is com leted a ( _ a p � � DATE: - this building will be inspected for , I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. °o OWNER/AGENT: BUILDING OFFICIAL: �• DATE: DATE: J7- D I EnergyGaugeg(Version: FLRCPB 0.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 4208.0 20.04 15179.1 Double,Clear S 2.5 18.0 35.0 35.87 0.97 1218.7 Double, Clear S 6.0 8.0 12.0 35.87 0.57 243.3 Double,Clear S 2.5 18.0 45.0 35.87 0.97 1566.9 Double, Clear E 26.0 8.0 21.0 42.06 0.36 315.2 Double, Clear S 9.0 8.0 96.0 35.87 0.50 1731.0 Double, Clear E 8.0 6.0 96.0 42.06 0.45 1829.5 Double, Clear N 2.5 18.0 15.0 19.20 0.99 284.0 Double,Clear N 2.5 18.0 18.0 19.20 0.99 340.8 Double,Clear E 1.5 8.0 8.0 42.06 0.96 322.2 Double,Clear N 1.5 8.0 36.0 19.20 0.97 668.6 Double, Clear W 1.5 8.0 8.0 38.52 0.96 295.3 Double,Clear N 2.5 18.0 37.0 19.20 0.99 700.4 Double, Clear W 2.5 18.0 71.0 38.52 0.98 2693.3 Double,Clear S 2.5 8.0 25.0 35.87 0.80 713.2 Double,Clear S 2.5 8.0 30.0 35.87 0.80 855.8 Double, Clear S 2.5 8.0 27.0 35.87 0.80 770.2 Double,Clear S 2.5 8.0 40.0 35.87 0.80 1141.0 Double,Clear E 15.0 8.0 13.0 42.06 0.40 217.8 Double,Clear S 8.0 8.0 13.0 35.87 0.52 242.7 Double,Clear E 8.0 8.0 80.0 42.06 0.52 1742.5 Double,Clear N 2.5 8.0 50.0 19.20 0.91 873.4 Double, Clear N 2.5 8.0 41.0 19.20 0.91 716.2 Double,Clear W 2.5 8.0 59.0 38.52 0.87 1967.7 Double,Clear E 2.5 8.0 43.0 42.06 0.86 1563.8 Double, Clear N 2.5 8.0 31.0 19.20 0.91 541.5 Double,Clear W 2.5 8.0 25.0 38.52 0.87 833.8 Double,Clear W 2.5 8.0 18.0 38.52 0.87 600.3 Double, Clear S 2.5 8.0 13.0 35.87 0.80 370.8 Double,Clear S 2.5 8.0 10.0 35.87 0.80 285.3 As-Built Total: 1016.0 25645.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 1392.0 1.00 1392.0 Exterior 3405.0 1.70 5788.5 Frame,Wood, Exterior 19.0 1319.0 0.90 1187.1 Frame,Wood, Exterior 19.0 694.0 0.90 624.6 Base Total: 3405.0 5788.5 1 As-Built Total: 3405.0 3203.7 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 71.0 6.10 433.1 Exterior 101.0 6.10 616.1 Exterior Wood 30.0 6.10 183.0 Base Total: 101.0 616.1 As-Built Total: 101.0 616.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2450.0 1.73 4238.5 Single Assembly 20.0 2092.0 5.51 X 1.00 11532.9 Single Assembly 20.0 652.0 5.51 X 1.00 3594.4 Base Total: 2450.0 4238.5 As-Built Total: 2744.0 15127.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 192.0(p) -37.0 -7104.0 Raised Wood, Stem Wall 19.0 110.0 -1.50 -165.0 Raised 692.0 -3.99 -2761.1 Raised Wood,Adjacent 19.0 582.0 0.40 232.8 Slab-On-Grade Edge Insulation 0.0 192.0(p -41.20 -7910.4 Base Total: -9865.1 As-Built Total: 884.0 -7842.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 4208.0 10.21 42963.7 4208.0 10.21 42963.7 Summer Base Points: 58920.8 Summer As-Built Points: 79713,2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 79713.2 0.438 (1.000 x 1.147 x 0.86) 0.263 1.000 9342.9 79713.2 0.375 (1.000 x 1.147 x 0.86) 0.263 1.000 8008.2 79713.2 0.188 (1.000 x 1.147 x 0.95) 0.263 1.000 4004.1 58920.8 0.4266 25135.6 79713.2 1.00 1.020 0.263 1.000 21355.2 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge(&/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 4208.0 12.74 9649.8 Double, Clear S 2.5 18.0 35.0 13.30 1.01 468.0 Double,Clear S 6.0 8.0 12.0 13.30 2.27 361.5 Double, Clear S 2.5 18.0 45.0 13.30 1.01 601.7 Double,Clear E 26.0 8.0 21.0 18.79 1.51 594.7 Double, Clear S 9.0 8.0 96.0 13.30 2.94 3747.0 Double, Clear E 8.0 6.0 96.0 18.79 1.36 2456.8 Double,Clear N 2.5 18.0 15.0 24.58 1.00 368.7 Double, Clear N 2.5 18.0 18.0 24.58 1.00 442.4 Double, Clear E 1.5 8.0 8.0 18.79 1.02 153.3 Double,Clear N 1.5 8.0 36.0 24.58 1.00 885.6 Double,Clear W 1.5 8.0 8.0 20.73 1.01 167.7 Double,Clear N 2.5 18.0 37.0 24.58 1.00 909.4 Double, Clear W 2.5 18.0 71.0 20.73 1.00 1478.0 Double,Clear S 2.5 8.0 25.0 13.30 1.22 405.6 Double,Clear S 2.5 8.0 30.0 13.30 1.22 486.8 Double, Clear S 2.5 8.0 27.0 13.30 1.22 438.1 Double,Clear S 2.5 8.0 40.0 13.30 1.22 649.0 Double, Clear E 15.0 8.0 13.0 18.79 1.44 351.8 Double, Clear S 8.0 8.0 13.0 13.30 2.73 472.2 Double,Clear E 8.0 8.0 80.0 18.79 1.29 1932.9 Double,Clear N 2.5 8.0 50.0 24.58 1.00 1233.9 Double, Clear N 2.5 8.0 41.0 24.58 1.00 1011.8 Double,Clear W 2.5 8.0 59.0 20.73 1.04 1269.1 Double,Clear E 2.5 8.0 43.0 18.79 1.05 851.7 Double,Clear N 2.5 8.0 31.0 24.58 1.00 765.0 Double,Clear W 2.5 8.0 25.0 20.73 1.04 537.7 Double, Clear W 2.5 8.0 18.0 20.73 1.04 387.2 Double,Clear S 2.5 8.0 13.0 13.30 1.22 210.9 Double, Clear S 2.5 8.0 10.0 13.30 1.22 162.3 As-Built Total: 1016.0 23800.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 1392.0 5.70 7934.4 Exterior 3405.0 3.70 12598.5 Frame,Wood, Exterior 19.0 1319.0 2.20 2901.8 Frame,Wood, Exterior 19.0 694.0 2.20 1526.8 Base Total: 3405.0 12598.5 As-Built Total: 3405.0 12363.0 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB Q.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 71.0 12.30 873.3 Exterior 101.0 12.30 1242.3 Exterior Wood 30.0 12.30 369.0 Base Total: 101.0 1242.3 As-Built Total: 101.0 1242.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2450.0 2.05 5022.5 Single Assembly 20.0 2092.0 1.81 X 1.00 3795.5 Single Assembly 20.0 652.0 1.81 X 1.00 1182.9 Base Total: 2450.0 5022.5 As-Built Total: 2744.0 4978.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 192.0(p) 8.9 1708.8 Raised Wood,Stem Wall 19.0 110.0 0.80 88.0 Raised 692.0 0.96 664.3 Raised Wood,Adjacent 19.0 582.0 2.20 1280.4 Slab-On-Grade Edge Insulation 0.0 192.0(p 18.80 3609.6 Base Total: 2373.1 As-Built Total: 884.0 4978.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 4208.0 -0.59 -2482.7 4208.0 -0.59 -2482.7 Winter Base Points: 28403.5 Winter As-Built Points: 44879.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 44879.6 6.438 (1.000 x 1.169 x 0.88) 0.383 1.000 7941.9 44879.6 0.375 (1.000 x 1.169 x 0.88) 0.359 1.000 6377.4 44879.6 0.188 (1.000 x 1.169 x 0.95) 0.464 1.000 4121.4 28403.5 0.6274 17820.3 44879.6 1.00 1.056 0.386 1.000 18287.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB u3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 6 2746.00 16476.0 50.0 0.91 6 0.50 2655.47 1.00 7966.4 50.0 0.91 6 0.50 2655.47 1.00 7966.4 As-Built Total: 15932.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 25136 17820 16476 59432 1 21355 18288 15933 55576 PASS �yoV-f 11E STq��O� �MC0D WE EnergyGaugeT,' DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave,Atlantic Beach, Fl, PERMIT 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE -7: —HECK Exterior Windows&Doors 606.1.ABC A.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABCA.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding watt; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends J J from, and is sealed to,the foundation to the top plate. Floors 606.1.ABC,1.2.2 Penetrations/open ings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION: Frame ceilings where a continuous infiltration barrier is i installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1,ABC,1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 6106.1.ABCA.2.5 Air barrier on perimeter of floor cavity between floors, Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA Z- have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (mustbe met or exceeded by_411 residences.) ------ COMPONENTS SECTION REQUIREMENTS jCHECK Water Heaters Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit (electric)or cutoff(gas)must be rclit 612.1 breaker I _provided. External or built-inheat required. d. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 1607.1 Separate readily accessible manual or automatic thermostat for each Insulation 604.1,602,1 Ceilings-Min, R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugelm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score, the more efficient the home. Saig, 1515 Beach Ave, Atlantic Beach, FI, L New constriction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 13.00 _ 4. Number of Bedrooms 6 ! b. Central Unit Cap:36.0 kBtu/hr 5. Is this a worst case? No , SEER: 13.00 6. Conditioned floor area(ft2) 4208 W c. Central Unit Cap: 18.0 kBtu/hr 7. Glass area&type Single Pane Double Pane - SEER: 13.00 a. Clear-single pane 0.0 ft 2' 1016.0 112 __ 13. Heating systems b. Clear-double pane 0.0 W 0.0 ft= _ a. Electric Heat Pump Cap:42.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft- 0.0 ft2 _ HSPF:8.90 _ d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:36.0 kBtu/hr _ 8. Floor types - HSPF:9.50 _ a. Raised Wood,Adjacent R=19.0,582.0 ft= _ c. Electric Heat Pump Cap: 18.0 kBtu/hr _ b. Slab-On-Grade Edge Insulation,0 R=0.0, 192.0 ft' HSPF:7.35 _ c. I Others 110.0 ft, 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Concrete,Int lnsul,Exterior R=5.0, 1392.0 112 - EF:0.91 _ b. Frame,Wood,Exterior R=19.0, 13 19.0 ft' b. Electric Resistance Cap:50.0 gallons _ C. Frame,Wood,Exterior R=19.0,694.0 W EF:0.91 _ d. N/A _ c. Conservation credits _ e. N/A (MR-Heat recovery,Solar 10. Ceiling types DUP-Dedicated heat pump) a. Single Assembly R=20,0,2092.0 112 _ 15. HVAC credits _ b. Single Assembly R=20.0,652.0 ft2 __ (CF-Ceiling Can,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con, AH:Interior Sup.R=6.0, 150.0 W M1.-C-Multizone cooling, b. 2 Others 275.0 ft MZ-1-1-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) �4IfIE sr�T� in this home before final inspection. Otherwise,a new EPL Display Card will be completedy based on installed Code compliant features. Builder Signature: Date: a Address of New Nome: _ City/FL Zip: j��OD W'B *NOTE.- The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86,for a IIS EPA/DOE EnergyStarT designation), your home mat,qualifi,for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.,fsec.ucf edu for information and a list of certified Raters. For information about Florida's EnerT,Efficiency Code For Building Construction, contact the Department of Community Affair c at 850/487-1824. EnergyGaugeg(Version: FL,RCPB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone One 1. Energy Design Systems Job: 1/23/05 1065 Oak Vale Rd,Jacksonville,F(32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • # For: Saig residence 1515 Beach Ave, Atlantic Beach, FI Notes: Olpsign Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 94 OF Inside db 70 OF Inside db 74 OF Design TD 31 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 30433 Btuh Structure 29044 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 30433 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 28754 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3753 Btuh Area(ft2) 1758 1758 Total latent equip. load 4443 Btuh Volume (ft') 17582 17582 Air changes/hour 0.77 0.33 Total equipment load 33197 Btuh Equiv.AVF (cfm) 226 97 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrvghts.oft Right-Suite Residential''5.0.66 RSR29784 2005-Jan-24 16:04:33 )ak C:\Documents and Settings\customer\My Documents\Wrightsoft\Saig res Jacksonville ICYNENE.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Two Energy Design Systems Job: 1/23/05 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net For: Saig residence 1515 Beach Ave,Atlantic Beach, FI Notes: Design • • Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 94 OF Inside db 70 OF Inside db 74 OF Design TD 31 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 26206 Btuh Structure 25406 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 26206 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 25152 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 0 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3068 Btuh Area (ft ) 1868 1868 Total latent equip. load 3068 Btuh Volume(ft') 17692 17692 Air changes/hour 0.63 0.27 Total equipment load 28220 Btuh Equiv.AVF (cfm) 185 79 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Sold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,4 wrgghtsoft Right-Suite Residential''""5.0.66 RSR29784 2005-Jan-24 16:04:33 ,SCI", C:\Documents and Settings\customer\My Documents\WrightsoftlSaig res Jacksonville ICYNENE.rsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY E Zone Three `� Energy Design Systems Job: 1/23/05 1065 Oak Vale Rd,Jacksonville,F{32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Prpject Information For: Saig residence 1515 Beach Ave,Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 94 OF Inside db 70 OF Inside db 74 OF Design TD 31 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 10555 Btuh Structure 13810 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 10555 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 13672 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 230 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1042 Btuh Area(ftz) 582 582 Total latent equip. load 1272 Btuh Volume(ft') 5238 5238 Air changes/hour 0.72 0.31 Total equipment load 14944 Btuh Equiv. AVF (cfm) 63 27 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 oto Soldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. A:: wrgghtsoft Right-Suite Residential'"5.0.66 RSR29784 2005-Jan-2416:04:33 lak CADocuments and Settings\customerWy DocumentslWrightsoftlSaig res Jacksonville ICYNENE.rsr Page 3 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A i Project Name: Saig residence Builder: Address: 1515 Beach Ave Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Saig Jurisdiction Number: 261100 Climate Zone: North 1. New construction or-existing New 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:42.0 kBtu/hr 3. Number of units,if multi-family 1 SEER: 13.00 4. Number of Bedrooms 6 b. Central Unit Cap:36.0 kBtu/hr 5. Is this a worst case? No SEER: 13.00 16. Conditioned floor area(ft) 4203 W c. Central Unit Cap: 18.0 kBtu/hr 11 7. GSEER: 13.00ass area&type Single Pane Double Pane - a. Clear glass,default U-factor 0.0 ft, 1016.0 ft2 _ 13. Heating systems b. Default tint 0.0 W 0.0 W a. Electric Heat Pump Cap:42.0 k-Budhr _ c. Labeled U or SHC7C 0.0 ft, 0.0 ft2 HSPF:8.90 - 8. Floor types i b. Electric Heat Pump Cap:36.0 kBtufhr _ a. Raised Wood,Adjacent R=19.0,582.0 ft' HSPF:9.50 - b. Slab-On-Grade Edge Insulation,0 R=0.0, 192.0 W c. Electric Heat Pump Cap: 18.0 kl3tu/hr c. I Others 110.0 W HSPF:7.35 9. Wall types 14. Hot water systems a. Concrete,Int Insul,Exterior R=5.0, 1392.0 ft2 a, Electric Resistance Cap: 50.0 gallons b. Frame,Wood,Exterior R=19.0, 1319.0 W EF:0.91 c. Frame,Wood,Exterior R=19.0,694.0 ft' b. Electric Resistance Cap:50.0 gallons d.N/A EF:0.91 c. N/A c. Conservation credits 10, Ceiling types l (HR-Heat recovery,Solar a. Under Attic R=30.0, 1868.0 ft' DITP-Dedicated heat pump) b. Under Attic R-10.0,582.0 f1l 15. HVAC credits c. N/A (CF-Ceiling fart,CV-Cross ventilation, 11. Duets HF-Whole house fan. a. Sup: Con. Ret:Con. AH: Interior Sup.R=6.0, 150.0 ft' P'r-Programmable Thermostat, b. 2 Others 275.0 It M7-C-Mulflzonc cooling, M7-14-Multizone heating) Glass/Floor Area: 0.24 Total as-built points- 57344 SS Total base points: 59432 PA I hereby certify that the plans and specifications covered Review of the plans and 'CaE S by this calculation are in compliance with the Florida specifications covered by this 0, Energy Code. calculation indicates compliance PREPARED E I Ywith the Florida Energy Code. Before construction is completed DATE: this building will be inspected for V I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. 0 WT, OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: I 0 Ener gyGauge@)(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 4208.0 20.04 15179.1 Double,Clear S 2.5 18.0 35.0 35.87 0.97 1218.7 Double, Clear S 6.0 8.0 12.0 35.87 0.57 243.3 Double,Clear S 2.5 18.0 45.0 35.87 0.97 1566.9 Double,Clear E 26.0 8.0 21.0 42.06 0.36 315.2 Double, Clear S 9.0 8.0 96.0 35.87 0.50 1731.0 Double,Clear E 8.0 6.0 96.0 42.06 0.45 1829.5 Double, Clear N 2.5 18.0 15.0 19.20 0.99 284.0 Double,Clear N 2.5 18.0 18.0 19.20 0.99 340.8 Double,Clear E 1.5 8.0 8.0 42.06 0.96 322.2 Double, Clear N 1.5 8.0 36.0 19.20 0.97 668.6 Double, Clear W 1.5 8.0 8.0 38.52 0.96 295.3 Double,Clear N 2.5 18.0 37.0 19.20 0.99 700.4 Double, Clear W 2.5 18.0 71.0 38.52 0.98 2693.3 Double,Clear S 2.5 8.0 25.0 35.87 0.80 713.2 Double, Clear S 2.5 8.0 30.0 35.87 0.80 855.8 Double, Clear S 2.5 8.0 27.0 35.87 0.80 770.2 Double,Clear S 2.5 8.0 40.0 35.87 0.80 1141.0 Double,Clear E 15.0 8.0 13.0 42.06 0.40 217.8 Double, Clear S 8.0 8.0 13.0 35.87 0.52 242.7 Double,Clear E 8.0 8.0 80.0 42.06 0.52 1742.5 Double,Clear N 2.5 8.0 50.0 19.20 0.91 873.4 Double,Clear N 2.5 8.0 41.0 19.20 0.91 716.2 Double, Clear W 2.5 8.0 59.0 38.52 0.87 1967.7 Double,Clear E 2.5 8.0 43.0 42.06 0.86 1563.8 Double, Clear N 2.5 8.0 31.0 19.20 0.91 541.5 Double,Clear W 2.5 8.0 25.0 38.52 0.87 833.8 Double,Clear W 2.5 8.0 18.0 38.52 0.87 600.3 Double,Clear S 2.5 8.0 13.0 35.87 0.80 370.8 Double,Clear S 2.5 8.0 10.0 35.87 0.80 285.3 As-Built Total: 1016.0 25645.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 1392.0 1.00 1392.0 Exterior 3405.0 1.70 5788.5 Frame,Wood, Exterior 19.0 1319.0 0.90 1187.1 Frame,Wood, Exterior 19.0 694.0 0.90 624.6 Base Total: 3405.0 5788.5 1 As-Built Total: 3405.0 3203.7 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB 0.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 71.0 6.10 433.1 Exterior 101.0 6.10 616.1 Exterior Wood 30.0 6.10 183.0 Base Total: 101.0 616.1 As-Built Total: 101.0 616.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2450.0 1.73 4238.5 Under Attic 30.0 1868.0 1.73 X 1.00 3231.6 Under Attic 30.0 582.0 1.73 X 1.00 1006.9 Base Total: 2450.0 4238.5 As-Built Total: 2450.0 4238.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 192.0(p) -37.0 -7104.0 Raised Wood,Stem Wall 19.0 110.0 -1.50 -165.0 Raised 692.0 -3.99 -2761.1 Raised Wood,Adjacent 19.0 582.0 0.40 232.8 Slab-On-Grade Edge Insulation 0.0 192.0(p -41.20 -7910.4 Base Total: -9865.1 As-Built Total: 884.0 -7842.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 4208.0 10.21 42963.7 4208.0 10.21 42963.7 Summer Base Points: 58920.8 Summer As-Built Points: 68824.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 68824.4 0.438 (1.000 x 1.147 x 0.86) 0.263 1.000 9206.4 68824.4 0.375 (1.090 x 1.147 x 1.05) 0.263 1.000 7891.2 68824.4 0.188 (1.090 x 1.147 x 0.95) 0.263 1.000 3945.6 58920.8 0.4266 25135.6 68824.4 1.00 1.165 0.263 1.000 21043.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave,Atlantic Beach, FI, PERMIT#.- BASE :BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 4208.0 12.74 9649.8 Double, Clear S 2.5 18.0 35.0 13.30 1.01 468.0 Double, Clear S 6.0 8.0 12.0 13.30 2.27 361.5 Double,Clear S 2.5 18.0 45.0 13.30 1.01 601.7 Double,Clear E 26.0 8.0 21.0 18.79 1.51 594.7 Double, Clear S 9.0 8.0 96.0 13.30 2.94 3747.0 Double,Clear E 8.0 6.0 96.0 18.79 1.36 2456.8 Double,Clear N 2.5 18.0 15.0 24.58 1.00 368.7 Double, Clear N 2.5 18.0 18.0 24.58 1.00 442.4 Double,Clear E 1.5 8.0 8.0 18.79 1.02 153.3 Double, Clear N 1.5 8.0 36.0 24.58 1.00 885.6 Double,Clear W 1.5 8.0 8.0 20.73 1.01 167.7 Double, Clear N 2.5 18.0 37.0 24.58 1.00 909.4 Double, Clear W 2.5 18.0 71.0 20.73 1.00 1478.0 Double, Clear S 2.5 8.0 25.0 13.30 1.22 405.6 Double,Clear S 2.5 8.0 30.0 13.30 1.22 486.8 Double, Clear S 2.5 8.0 27.0 13.30 1.22 438.1 Double, Clear S 2.5 8.0 40.0 13.30 1.22 649.0 Double, Clear E 15.0 8.0 13.0 18.79 1.44 351,8 Double, Clear S 8.0 8.0 13.0 13.30 2.73 472.2 Double, Clear E 8.0 8.0 80.0 18.79 1.29 1932.9 Double,Clear N 2.5 8.0 50.0 24.58 1.00 1233.9 Double, Clear N 2.5 8.0 41.0 24.58 1.00 1011.8 Double, Clear W 2.5 8.0 59.0 20.73 1.04 1269.1 Double,Clear E 2.5 8.0 43.0 18.79 1.05 851.7 Double, Clear N 2.5 8.0 31.0 24.58 1.00 765.0 Double, Clear W 2.5 8.0 25.0 20.73 1.04 537.7 Double, Clear W 2.5 8.0 18.0 20.73 1.04 387.2 Double,Clear S 2.5 8.0 13.0 13.30 1.22 210.9 Double, Clear S 2.5 8.0 10.0 13.30 1.22 162.3 As-Built Total: 1016.0 23800.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 1392.0 5.70 7934.4 Exterior 3405.0 3.70 12598.5 Frame,Wood, Exterior 19.0 1319.0 2.20 2901.8 Frame,Wood, Exterior 19.0 694.0 2.20 1526.8 Base Total: 3405.0 12598.5 1 As-Built Total: 3405.0 12363.0 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 71.0 12.30 873.3 Exterior 101.0 12.30 1242.3 Exterior Wood 30.0 12.30 369.0 Base Total: 101.0 1242.3 As-Built Total: 101.0 1242.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2450.0 2.05 5022.5 Under Attic 30.0 1868.0 2.05 X 1.00 3829.4 Under Attic 30.0 582.0 2.05 X 1.00 1193.1 Base Total: 2450.0 5022.5 As-Built Total: 2450.0 5022.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 192.0(p) 8.9 1708.8 Raised Wood,Stem Wall 19.0 110.0 0.80 88.0 Raised 692.0 0.96 664.3 Raised Wood,Adjacent 19.0 582.0 2.20 1280.4 Slab-On-Grade Edge Insulation 0.0 192.0(p 18.80 3609.6 Base Total: 2373.1 As-Built Total: 884.0 4978.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 4208.0 -0.59 -2482.7 4208.0 -0.59 -2482.7 Winter Base Points: 28403.5 Winter As-Built Points: 44923.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 44923.7 0.438 (1.000 x 1.169 x 0.88) 0.383 1.000 8845.2 44923.7 0.375 (1.069 x 1.169 x 1.05) 0.359 1.000 7102.7 44923.7 0.188 (1.069 x 1.169 x 0.95) 0.464 1.000 4590.2 28403.5 0.6274 17820.3 1 44923.7 1.00 1.175 0.386 1.000 20367.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 6 2746.00 16476.0 50.0 0.91 6 0.50 2655.47 1.00 7966.4 50.0 0.91 6 0.50 2655.47 1.00 7966.4 As-Built Total: 15932.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water - Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 25136 17820 16476 59432 1 21043 20368 15933 57344 PASS 4y SHE S T gr�0"4.t w f�cOD ��fi. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1515 Beach Ave,Atlantic Beach, Fl, PERMIT 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST -COMPONENTS ' --SECTION-- REQUIREMENTS FOR EACH P-RACTICE CHECK Exterior Windows&-Doors 606.1.ABC.1.1 -maximum:.3 cfm/sq,ft.window area; .5 cfm/sq.ftdoor area. N, Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends I from,and is sealed to,the foundation to the top plate, J Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor;around shafts,chases' soffits, chimneys, cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606 1 ABC,1.2.5 Air barrier on perimeter of floor cavity between floors,.,.--- Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NIFPA, L- have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES(Must-be met or exceeded by all residences.l. PRESCRIPTIVE COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spa. 61211 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal --- ---- efficiency of 78%. Shower heads _ 612.1 f Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. J EnergyGaugeTMDCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.2 The higher the score,the more efficient the home. Saig, 1515 Beach Ave, Atlantic Beach, FI, 1. New construction or existing New 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 4. Number of Bedrooms 6 _ b. Central Unit Cap:36.0 kBtu/hr - 5. Is this a worst case? No SEER: 13.00 __ 6. Conditioned floor area(ft2) 4208 ft2 c. Central Unit Cap: 18.0 kBtu/lir _ 7. Glass area&type Single Pane Double Pane _ SEER: 13.00 _ a. Clear-single pane 0.0 ft2 1016.0 ft' _ 13. cleating systems b. Clear-double pane 0.0 ft2 0.0 ft' _ a. Electric Heat.Pump Cap:42.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 0.0 112 __ HSPF:8.90 d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:36.0 kBtu/1tr 8. Floor types _ HSPF:9.50 _ a. Raised Wood,Adjacent R=19.0,582.0 ft2 c. Electric Heat Putnp Cap: 18.0 kBtu/hr _ b. Slab-On-Grade Edge Insulation,0 R=0.0, 192.0 ft' IISPF:7.35 _ c. 1 Others 110.0 ft' 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Concrete,Int Insul,Exterior R=5.0, 1392.0 W _ EF:0.91 _ b. Frame,Wood,Exterior R=19.0, 1319.0 112 _ b. Electric Resistance Cap:50.0 gallons _ c. Frame,Wood,Exterior R=19.0,694.0 ft2 _ EF:0.91 _ d• N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DI IP-Dedicated heat pump) a. Under Attic R=30.0, 1868.0 ft2 _ 15. HVAC credits _ b. Under Attic R=30.0,582.0 ft2 (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thennostat, a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0, 150.0 ftz _ MZ-C-Multizone cooling, b. 2 Others 275.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) THE ST in this home before final inspection. Otherwise, a new EPL Display Card will be completed yo4 0� based on installed Code compliant features. Builder Signature: Date: _ a Address of New Home: City/FL Zip: f�00D W-E ` *NOTE: The home's estimated energy per;formance score is only available through the FLA/RES computer program. This is7-ot a Building Energy Rating. if your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarzNdesignation), your home may qualify for energy efrciency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www,fvec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Effzciencv Code For Building Construction, contact the Department of Community Affairs at.850/487-1824. EnergyGauge®(Version: FLRCPB 0.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY 0 Zone One Energy Design Systems Job: 1/23105 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email energydesign@comcast.net Project Information For: Saig residence 1515 Beach Ave,Atlantic Beach, FI Notes: Design -information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 94 OF Inside db 70 OF Inside db 74 OF Design TD 31 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 31330 Btuh Structure 31051 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 31330 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 30740 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3753 Btuh Area (ft2) 1758 1758 Total latent equip. load 4443 Btuh Volume(ft3) 17582 17582 Air changes/hour 0.77 0.33 Total equipment load 35183 Btuh Equiv. AVF(cfm) 226 97 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr-ightsaft Right-Suite Residential TM 5.0.66 RSR29784 2005-Jan-24 15:55:48 ACCA C:\Documents and Settings\customer\My Documents\Wrightsoft\Saig res Jacksonville.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Two Energy Design Systems Job: 1123105 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project For: Saig residence 1515 Beach Ave, Atlantic Beach, FI Notes: Design Information Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 94 OF Inside db 70 OF Inside db 74 OF Design TD 31 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 26124 Btuh Structure 25428 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 26124 Btuh Use mfg, data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 25174 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 0 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3068 Btuh Area (ft2) 1868 1868 Total latent equip. load 3068 Btuh Volume(ft') 17692 17692 Air changes/hour 0.63 0.27 Total equipment load 28242 Btuh Equiv.AVF (cfm) 185 79 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling airflow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. �c wrtgj"tsoft Right-Suite Residential'"5.0.66 RSR29784 2005-Jan-24 15:55:48 ACA.R. C:\Documents and Settings\customer\My Documents\Wrightsoft\Swig res Jacksonville.rsr Page 2 2 1 9'10"l 1316117 10' 1J14 7 ' HJ D 45 ' 311'3" 316117 10' 1J15 8' HJ D 45' 811' 1 4 1 0' J15 1' CJ 4L 4R 8I31 141 10' J16 3' CJ 4L 4R g 15 4' 0' J17 5' CJ 4L 4R 8171 14' 0' 1J18 7 ' CJ 4L 4R 4 10' 1"9 15171114 10' 1J19 714" HJ 2ply NC ** Beams ** 4114 1 1 1 1 1BM6 GPLAM 11-7/8" 2 �. 16 1 1 1BM7 GPLAM 11-7/8" 1 1 1 ** Hardware Roof ** " 19 JA 1 IA= 1HUS26 1-ply Truss Hanger 31H 1 1H= 1THJA26 Hip Jack + 1 Jack 2IW 1 1W= IHGUS412 2-ply GPLam Hanger --- - - - -- -- - -- - -- ---- --- -- -- - - - -- - - - -- --- -- - --- - - - -- - - - -- -- - -- --- --- - -- --- --- - 43 - Trusses 24 - # of Hardware 0 - # of I-Joist 0 - Piggy' s +* 165 - Jacks 6 - # of Beams 0 - # of Rim Board ------ --- - ---- - - -- -- - 208 - Total Trusses vp , 4 A PERMIT WORKSHEET Certificate of Occupancy Job Address:Sf�� 5 Q Type Work: Ff-Z _ Property Owner: Phone # Contractor: Phone # Permit#: C) Date Issued: _cs Tree Permit# C . 0 (p Foundation Permit# Demolition Permit# C)4 - ��SCP I'�l O1 BUILDING ELECTRIC # y�7 1 0 MECHANICAL # PLUMBING # 0 Tem .Power# /2�ir�oS _31/4 Footing �� � JEA Release 'o Date Pt +0-/ (p o .OS Temp. Power N Slab Letter Rec'd. {n I`' Underslab Tie Beam .10 Temp Pole# Od , 3i9(�, Lintel �\ �titi JEA Release Gas Piping 1 Date /1j�3rfL�,S�O N W Nailing/ Q �.iWater/ SheathingSewer �' �'6 Roughl Framing �� �, Rough Rough Top out Insulation `' JEA Release • Date Building Electric Mechanical Plumbing Final Final Final Final Pt,(-ha. JEA Release Date LvC,t. l t VIG ��� . , /$,Oj �L� zL. 4�1L �a �,Q� �� b o� Drainage Inspection: f�Q,��S 2 L Pool Permit# Inspections: eel 000 Final Ele ./Groundin 3 Z Final Roofing Permit# y.Z1.0(p, 0� Inspect: Nailing/Sheathing tr Final Fire Inspection: Failed Inspections: Date Paid: —'' � _° ' tWW PaoiEaro ": FLORIDA DEPARTMENT OF F`°RA ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-353 Permittee: Permit Expires: February 3, 2008 Gregory S. and Jill M. Saig c/o Joseph S. Cronk Cronk Duch Partners 9995 Gate Parkway,North Jacksonville, Florida 32246 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a single-family dwelling, garage, swimming pool, spa, minor structures, excavation and placement of fill. Project Location: Between approximately 155 feet and 200 feet north of the Department of Environmental Protection's reference monument R-47, in Duval county. Project address: Lot 1,Block 62,Atlantic Beach Special Instructions: A preconstruction conference is required. Questions regarding the permit or thi notice should be directed to the undersigned at: Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. -M.S. 300 Tallahassee, Florida 32399-3000 Date of Notice Vict a, Engineer . Telephone (850) 487-4475 VHH/jg cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector City of Atlantic Beach Building Official Gregory S. and Jill M. Saig, Property Owner DEP Form 73-131(Rev.01/97) Post Conspicuously on the Site GT` � Department of 4 Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Colleen M.Castille Governor Tallahassee, Florida 32399-3000 Secretary February 4, 2005 Joseph S. Cronk Cronk Duch Partners 9995 Gate Parkway,North Jacksonville,Florida 32246 Dear Mr. Cronk: NOTICE TO PROCEED PERMIT NUMBER: DU-353 PERMITTEE NAME: Gregory S. and Jill M. Saig Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1 and 2. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), 1(r) and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Bureau of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. Failure to comply with the permit, including the various reporting requirements contained in the permit conditions, will result in issuance of a violation notice or order to cease and desist all activities authorized by the permit. The Department may order illegal construction removed and legal remedies pursuant to Chapter 161 and 775, Florida Statutes, including but not limited to fines of up to $10,000 for each day of violation. Any notice of violation, including notice of delinquent periodic reports, will be mailed directly to the property owner. The permit will expire on February 3, 2008. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the time limit of the permit. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit,there is no assurance that such new permit for the same construction or activities would be approved. "More Protection, Less Process" Printed on recycled paper. Joseph S. Cronk February 4, 2005 Page 2 Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. The Department must receive the request within twenty-one days after your receipt of this notice. When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Section 120.54(5)(b)4, Florida Statutes and Rule 28-106.201(2), Florida Administrative Code, explain what must be included in a petition for a formal administrative proceeding. (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name,. address, and telephone number of the Petitioner, the name, address, and telephone number of the Petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding, and an explanation of how the Petitioner's substantial interests are.or will be affected by the agency determination; (c) A statement of when and how the Petitioner received notice of the agency decision; (d) A statement of all issues of material fact disputed by the Petitioner or a statement that there are no disputed facts; (e) A concise statement of the ultimate facts alleged, including a statement of the specific facts that the Petitioner contends warrant reversal or modification of the Department's action; (f) A statement of the specific rules or statutes the Petitioner contends require reversal or modification of the Department's action,including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the Petitioner, stating precisely the action that the Petitioner wants the Department to take with respect to its action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the Joseph S. Cronk February 4, 2005 Page 3 lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under Section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, and with the appropriate district court of appeal within thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in Subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding(which include the applicant,the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in(received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000,by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date,time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and Joseph S. Cronk February 4, 2005 Page 4 (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized representatives. As provided in Section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for such set forth above, and must therefore file their petitions within twenty-one days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under Sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification,removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone 850/487-4475, extension 113. 4IB3ureauo era, Engineer hes and Coastal Systems VHH/jg Enclosures cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector City of Atlantic Beach Building Official Gregory S. and Jill M. Saig, Property Owner pRo�F(1ION STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management W Bureau of Beaches and Coastal Systems FLOR A - 1 3900 Commonwealth Blvd. -Mail Station 300 Tallahassee, Florida 32399-3000 (850)487-4475 PERMIT NUMBER: DU-353 PERMITTEE Gregory S. and Jill M. Saig c/o Joseph S. Cronk Cronk Duch Partners 9995 Gate Parkway, North Jacksonville, Florida 32246 s PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on September 14, 2004, and was determined to be complete pursuant to rule on November 17, 2004. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the. activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: February 3, 2008 LOCATION: Between approximately 155 feet and 200 feet north of the Department of Environmental Protection's reference monument R-47, in Duval County. Project address: Lot 1, Block 62, Atlantic Beach. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 2 PROJECT DESCRIPTION: Single-Family Dwelling 1. Location relative to control line: A maximum of 129.5 feet seaward including a seaward covered balcony. 2. Exterior dimensions: 66 feet in the shore-normal direction by 33 feet in the shore-parallel direction. 3. Type of foundation: Pile. Garage 1. Location relative to control line: Approximately of 46 feet seaward. 2. Exterior dimensions: 24 feet in the shore-normal direction by 30 feet in the shore-parallel direction. Swimming Pool 1. Location relative to control line: Approximately 141 feet seaward with 3-foot wide decking extending up to 144 feet seaward of the control line. 2. Exterior dimensions: 27.3 feet in the shore-normal direction by 19.2 feet in the shore-parallel direction. 3. Type of foundation: Pile. 4. Deck elevation of swimming pool: Approximately +20.8 (NGVD). 5. Bottom elevation of swimming pool: +14.3 (NGVD). 6. Maximum depth of swimming pool: 6 feet. 7. Height of pool deck above existing grade: Approximately 2 feet. 8. Total volume of excavation: 76 cubic feet. Spa 1. Location relative to control line: Approximately 127 feet seaward of the control line with a 1.5 foot bench extending up to 128.5 feet. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 3 2. Exterior dimensions: 9.5 feet in the shore-normal direction by 5 feet in the shore-parallel direction. 3. Deck elevation of spa: Approximately +22.3 (NGVD). 4. Bottom elevation of spa: +17.8 (NGVD). 5. Maximum depth of spa: 5 feet. 6. Height of pool deck above existing grade: Approximately 3.5 feet. Excavation/Fill 1. Total volume of excavation: 76 cubic feet. 2. Location of excavation: From 117 feet to 144 feet seaward of the control line. 3. Maximum depth of excavation: To elevation +14.87 feet (NGVD); 6 feet below existing grade. 4. Volume of fill to be placed: Approximately 100 cubic yards. 5. Location of fill to be placed: From 70 feet to 151 feet seaward of the control line. Minor Structures/Activities 1. Landscape improvements to be conducted a maximum of 207 feet seaward of the control line. 2. Retaining wall approximately 20 feet seaward of the control line. 3. A concrete driveway approximately 22 feet seaward of the control line. 4. Concrete pavers from 56 feet to 145 feet seaward of the control line. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. Contact Bobbie Nelson at 1-877-314-1329 to schedule an appointment. The proposed locations of the structures shall be staked out for the conference. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 4 2. The fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative during the preconstruction conference. 3. The permittee shall maintain bracing or guying systems for palms and other large trees planted seaward of a major structure for a minimum of two growing seasons. Bracing or guying systems shall include deadmen or anchors designed to resist soil failure from forces created by tropical storms and installed below root ball depth. 4. All lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. .�rd Done and ordered this day of Fi _ 2005, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S120.52 Department of Environmental Protection Florida Statutes, with the designated JFrit Department Clerk, receipt of which is e eby ow ged. ettstein, Environmental Managerof Beaches and Coastal Systems ep lerk D to 6 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 Page l of t Document ID:1SK9151-Z0703151322 Truss Fabricator: Manning Building Supply Job Identification: D0788-Saig Resd -- Lot 1 Beach Ave & 15th St Truss Count: 48 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI.1995(STD)/FBC Engineering,Software: Alpine Software,Versions 7.04.0805.14, 7.02.0527.09. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 47.0 PSF @ 1.25 Duration Floor N/A Wind - 120 MPH ASCE 7-98 -Partially Enclosed Notes: 3eaba�¢^ 3/ ' 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of '1`ras5-taesi gi ` r.— record, as defined in ANSI/TPI 1-1995 Section 2.2 wry s n;_ 2. The seal date shown on the individual truss comp. � ' Ronent drawings must FJords Liunse err2647 match the seal date on this`index sheet. barl`y rive a -Haines tyty,FL`.33$94 kw 3. The loads indicated on all referenced girder trUss#s.va!'e;consistent with the trust 1-gy6ut providfd' . � by Manning Building Supply for the above der, Jd identification. Loads applied"ty,non-tru$;1 ` elements and basic load parameters are to bwe rev'iewed ;and'ap roved by the EOR/buildi6g,46s'fgner." 4. As shown on attached drawings, the;:drawing number is preceded k>y: HCUSR151 Details: BRCLBSUB Ref Description rawiitai', AC 1 77699--J1 1' CJ 0S6342OZ/03/05' 34';777321 '-.Y2 93-., 11'7"4S 05034273 02/03/05 2 77700--J2 3' CJ 060343' OZ/Q3/ , 35 77733' f3S3Hipm 0503424 02/03/05 3 77701--J2a 3' CJ „05f 4241 3f�; 77734, T4 k ` "SB Hi 05034286 02/03]05 4 77702--J3 5' CJ i33442 }2/ 3j05 _ 37: 7773 -�T4-H2': 10`,SB H05034275 02/03/05 5 77703--J3a 5' CJ„` o5,034;243 02/03/05 38 7773 T4 t!3 12','SR H 05034276 02/03/05 6 77704--J4 6'8” ; EJ 05�k 4244 02/¢3/05.' 39'< 77737 T4 441', 14 # 05034277 02/03/05 7' 77705--J5 7' C 05034246 02/03/05 40 77738 . T5-H1 7'�SB Hi� 05034278 02/03/05 8 77706 J5a 7' CJ 05034247 0 /I}3/�5, 41 7773 T5-H2 B Hi 05034279 02/03/05 9 77707 J6 7'7""4 EJ ;0603424 02/03/05�'� 42 77740r T5�1i3 11` B H .05034280 02/03/05 10 77708 J6a 77".4' E 0503424902/03/05 43 77741 TS 13''SB H .05034281: ,02/03/05 11 77709 J7 5E8" HJ 05034250 02/03/05` 44 77742--T6 Common 650342 :fl2/03/05 12 7770 :JB 7'7"4 HJ 05034251 02/03/05 45 77743--T7 Common 0504283 0 /03/05 131, 77711--J9 1' CJ 05034252 02/03/05 46 77744--T8 Common 05034284 :0. 2/ 05 14 77712--J10 3' CJ 05034253 02/03/05 47 -77745--T9 Girder 2p 05034287 02/03/05 15 77713--J10 3' CJ 05034254 02/03/05 48 77746--T10 THE 05034285 02/03/05, 16 77714--J106 3' CJ 05034255 02/03/05 17 77715--J11 5' CJ 05034256 02/03/05 18 77716--J11 5' CJ 05034257 02/03/05, 19 77717--Jlla 5' CJ 05034258 02/03/05 20 77718--J12 7' EJ 05034259 02/03/05 21 77719--J12 7' CJ "05034260 02/03/05 22 77720--J12a 7' CJ 05034261 02/03/05; 23 77721--J13 8' EJ 05034262 02/03/05 24 77722--J14 7' HJ 05034263 02/03/05 25 77723--J15a 8' HJ 05034264 02/03/05 26 77724--J15 1' CJ 05034265 02/03/05 27 77725--J16 3' CJ 05034266 02/03/05 28 77726--J17 5' CJ 05034267 02/03/05 29' 77727--J18 7' CJ 05034268 02/03/05 30 77728--J19 7'4" HJ 05034269 02/03/05 31 77729--T1 6'8"SB Hip 05034270 02/03/05 32 77730--T2=H1 7'7"4SB 05034271 02/03/05 33' 77731--T2-H2 9'7"4SB- 05034272 '02/03/05 11NOmill 111r PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1 1.550 (14)16d (6)16d TRUSS B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28-2 105 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 105 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUUR 26 67 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUUR 210 671 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 1 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G LSSU210 64 995 1205 1 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H THJA26 112 2680 3265 960 (20)16d (6)HJ WEJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 Min 66 1635 1635 - (2)16d To (6)16d SYS 42 I THA422 Max 66 3630 4145 1550 (22 16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1550 22)16d (6)16d SYS 42 Inverted Flange +ppi K THA422 UR Min 66 1090 1090 - (6)1 Od 3)10dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1210 1210 - 2)10d Top (4)10d SYS 42 Skewed 45' 9-1271, L SUUR 410 671 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped-varies M LSSU410 64 1625 1625 1150 14)16d 12 10dx1.5 SYS 42 Skewed-varies N IUT312 73 1110 1390 255 (10)10d 2)10dx1.5 I-JOIST Face Mount 2.5" O HU312-2 74 2145 2680 1085 16)16d (6)1 Od I-JOIST 2 Ply Face Mount P IUT412 74 1110 1390 255 (10)10d 2)10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 86 2400 - - (6)16d (2)10dx1.5 I-JOIST Top Mount 2.5" R SLI LIR 310 67 1860 2330 765 (14)16d 6 10dx1.5 I-JOIST Skewed 45' S SUUR 314 67 2395 2500 1150 18 16d 8 10dx1.5 I-JOIST Skewed 45' T ILSSUH310 64 2295 2295 1150 18)16d 12)1 0dx1.5 I-JOIST Sloped-varies T ILSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U HU11 Min 75 2950 3685 865 (22)16d 6 10dx1.5 1 PLY LVL Min. Load U HU11 Max 75 4020 4405 1440 (30)16d 1010dx1.5 1 PLY LVL Max. Load V HGUS48 75 6805 7925 3220 (36)16d (12)16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75+161 5035 5035 2028 56)16d 20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 (16)16d (6)10d 2 PLY LVL Inverted Flange Y HUC412 Max 75+161 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 76 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25/12 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 IH16S 138 - - 1470 (10)10d x 1.5 (2)1 0dx1.5 Tie Down Short UL2 H16 138 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Lon UL3 H16-2 138 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down 2 Ply Truss UL4 MTS12 139 - - 1000 (7)10dx1.5 7 10dx1.5 Tie Down Twist Strap 12" UL5 HTS20 139 - - 1450 (12)10dx1.5 (12)10dx1.5 Tie Down Twist Strap 20" UL6 IMSTA36 131 - - 2050 13)10d (.13).10d Tie Down Flat Strap 36" UL7 MGT 126+141 - - 3965 Threaded Rod or (22)10d Tie Down or Add UL8 UL8 PHD5 26 - - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 26 - - 4685 Threaded Rod Tie Down I TSB2-24 120 1 (4)10dx1.5 Brace Truss Spacer 24' 9' 74' CONV C-1 DROP FRAME 69-0 BE it I 1 $N d J6 0 F J3 J3 11 w H JS 1 T2-H1 7-7-0 DROP BEAM T2-H2 V v T2-H3 J12 T2-H2 �g J13 T2-Hl 7-71 � 1 J5 JS J16 Cam J3 J3 J17 '=1 I-I J17 J2 J2 J6a J11 18 .1 T10 1 18 J12a - T3 A8 V T10 1`: As J71 J3 I_ I J3 J17 31 la, J17 J a 10 m n J2 J2 J4 (I t J1 J1 NI J15 A5 .. ✓ �h �B �9 DROP DROP Cent BEAM BEAM Baa 1d'8" 2'8" 2'8" 4'8" 14'8" 14'8' 22— —8— RA(JSED e'RAISED / RAISED BEAMBEAM BW / BM7 Bottom of beams BM6 It BW WARNING NOTE wiR match Plate H.01 of T6 hw— 1.DO NOT CUT OR ALTER TRUSSES,UNLESS .JOB: D0788 Cronk&Duch PITCH 5112 APPROVED BY TRUSS OFFICE LOC: Lot 1 Beach Ave& 15th St BUILDER TO CONV.FRAME ROOF,VALLEYS OHANG 24" 2.VERIFY ALL SPANS AND AMOUNTS,AS AND O.HANGS AS NEEDEDTRUSSES WILL BE BUILT IN STRICT . PLAN: Saig Resd OHANH 30" ACCORDANCE WITH THIS LAYOUT DESIGNER: Ron Berlin BUILDER TO FRAME DOWN CEILINGS OHANG 48" 3,NO BACKCHARGES ALLOWED,UNLESS APPROVED AS NEEDED. IN WRITING BY TRUSS PLANT MANAGER BUILDER TO BUILD UP WALLS TO 4.APPROVED BY: MANNING BLDG. SUPPLIES MATCH TRUSSES AT HIGHER PLT HT. APPROVAL DATE: ALL WALLS SHOWN ARE LOAD BEARING 11155 PHILLIPS PKWAY PH#268-8225 UNLESS NOTED OTHERWISE. DEL.DATE: JAX.FLA. 32256 s a. I i �� MANNING BUILDING SUPPLY Ron Berlin 28 Oct 2004 12:29 pm 11155 Philips Parkway Dr E , Jacksonville, Florida. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Build:4.0.0.6 -f- Project : D0788.FBD Cronk & Duch Lot 1 Beach Ave Mark# : BM6 Loft Side Walls Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 0/12 J 3.5", 750 psi L3.5", 565 psi 12'4" LOADS Project Design Loads:Roof.•Live=30 psf,Dead=12 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(pif) 126 0 100% 0 0'0" 12'4" WALL 2 Trapezoidal(plf) 290 314 207 224 125% 0 010. 7'0" RF C/Set 3 Concentrated(lbs) 2564 1831 125% 0 7'0" RF T10's 4 Trapezoidal(plf) 314 290 224 207 -125% 0 TO" 12'4" RF C/Set Uniform(plf) 11 0 0 0 12-4" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 3811 4165 Min R'n 1692 1793 ow DL R'n 1692 1793 Min Brg(in.) 1.50 2.11 [Based on bearing stress below] Brg Str(psi) 750 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3967 1 12'2" 41 9870 125% 0.40 M(ft-lbs) 16027 1 TO' 41 25307 125% 0.63 LtRn(lbs) 3811 0 010.1 41 9188 100% 0.41 See Note#5 RtRn(lbs) 4165 0 12'4" 41 6921 100% 0.60 See Note#5 LLDefl(in.) 0.26 1 6-2- 41 0.41 U576 TLDefl(in.) 0.44 1 6'2' 41 0.62 U338 USE: GPLAM 2.0E 1.75x11.88"2 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: +0 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges. Nail from alternate faces,2"from edges. 11.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13 For explanation of GROUP change to expanded printout -- a� MANNING BUILDING SUPPLY Ron Berlin 28 Oct 2004 12:34 pm 11155 Philips Parkway Dr E , Jacksonville, Florida. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D0788.FBD Cronk& Duch Lot 1 Beach Ave Mark# : BM7 Loft Rear Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 .■ Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 0112 LJ 3.5", 625 psi 3.5", 625 psi 1'01' 13'4" 1'0' LOADS Project Design Loads:Roof:Live=30 psf,Dead=12 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 308 220 125% 0 010" 15-4" RF T6's 2 Uniform(plf) 126 0 100% 0 010" 15-4" WALL 3 Concentrated(lbs) 3811 2119 125% 0 0-6" RF BM6 4 Concentrated(I bs) 3811 2119 125% 0 14'10" RF BM6 Uniform(plf) 11 0 0 0 154" Self Weight *Dimensions measured from left end when span#is 0,otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 7309 7309 Min R'n 3416 3416 DL R'n 3416 3416 Min Brg(in.) 3.34 3.34 [Based on bearing stress below] Brg Str(psi) 625 625 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2495 2 12'2" 45 9870 125% 0.25 M(ft-lbs) 9226 2 6'8" 43 25307 125% 0.36 IntRn(lbs) 7309 0 110. 44 7656 100% 0.95 See Note#5 LLDefl(in.) 0.17 2 6-8- 43 0.44 U949 TLDefl(in.) 0.30 2 6-8- 43 0.67 U526 USE: GPLAM 2.0E 1.75x11.88"2 Plies Grade,Depth,Plies selected by User * G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges. Nail from alternate faces,2"from edges. 11.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various e DOL may not match total max/min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Allowable upward defection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Def(located above beam drawing). 14.For explanation of GROUP,change to expanded printout. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (D0788 Saig Resd Lot 1 Beach Ave & 15th St T1 6'8"SB Hips Girder) Top chord 2x4 SP #2 N :T2 2x6 SP #2 N: 120 mph wind, 19.91 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x6 SP pl Dense Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, Webs 2x4 SP #3 wind BC DL---5.0 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: - - --(LUMBER DUR.FAC. 1.25 / PLATE DUR.FAC.=1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 VLF at 0.00 to 54 PLF at 6.67 TC 24 6.67 12.00 TC From 105 PLF at 6.67 to 105 PLF at 12.00 BC 40 0.29 18.38 TC From 54 PLF at 12.00 to 54 PLF at 18.67 BC From 40 PLF at 0.00 to 40 PLF at 0.67 Deflection meets L/360 live and L/240 total load. BC From 265 PLF at 0.67 to 265 PLF at 6.67 BC From 309 PLF at 6.67 to 309 PLF at 12.00 BC From 265 PLF at 12.00 to 265 PLF at 18.00 BC From 40 PLF at 18.00 to 40 PLF at 18.67 BC 492 LB Conc. Load at 6.67, 12.00 H0710= 2X4111 H0710= 3X5 3X5 5 F-- T2 5 04(C8) = 4X4(C8) 3 3-9 03 0T318-0-0 1.5X4111 5X5= 5X7= 5X5= 1.5X4111 6X6 (CB) = 6X6(C8) 1, 6-8-0 { 5-4-0 I 6-8-0 I fE 18-8-0 Over 2 Supports =j R-3571 U-2897 W=8" R=3571 U=2897 W=8" �000s PLT TYP. 20 Gauge HS Wave TPI Design Crit: TPI-1995 STD FBC 7. �4 T FL 3 R - Scale =.375" Ft. "*WARNING** TRUSSES REQUIRE I%IkEMF CARE IN IABP KATION. HANOI ING. SHIPPING, INS TALL ING AND DR ACING. No.28x54 ': T C L L 2 0 0 P S F R E F R 1 5 1-- 77729 REFER 10 SCSI I-03 (BILI LDING COMPONENT SALE iY INF LIR NATION). PURL ISHFD BY TPI (TRUSS PLATE INS1IIOTE, 5A7 • D UNUER lO DR SUITE 700. MADISON. WI 57719) AND WTCA (W OVU TRUSS CDDNGIL VF AME RSC A, 67UU ENTEAPRSSE LFI • MADIS(N WE 5311-) PDR SAIEIY PRAGIICES PRIOR I' PERFORMING,NESE FDNC TIONS. UNLESS OTHERWISE INBICA'TL . : TC DL 7.0 P S F DATE 02/03/05 IOP CHORD SLAT I H II HAVE PROPERTY AI TACHED STRUCIURAL PANELS AILD BOTTOM CNOPD SNALI HAVE A PPOPFPLY AIIACHFD . a RIGID CEII INC • •� E OF 1 BC DL 10.0 PSF DRW HCUSR151 05034270 **IMPORTANT**rue E1511 A CnPY OF THIS DESIGN TO THF TNSIAI.LATION CONTRACTOP. (PINE ENC.TNTINTD • ALPINE PRODUCTS. ING_ SNALI NDT BI RESPONSIBLE EDP ANY IIIVTAIION FROM ,NIS DES LGN: ANY TAI WItE TD BE6%: Rt�P�°,�y'� BC LL 10.0 PSF HC-ENG MNM/HBG3 TR us, IN(ONEORMANC I: 4111H TPI; OR FALIP If AIIN G., TI ANDLING. SIIIIPI NI:, INST LL ING& DP G,INTI OF (RII4SES. • _ DE5[GN CONFOPMS WITH APPLICABLE PROVISIONS OF TIES (NATIONAL DE51CN SPEC,(BY 'F&PA) ANO IPI. ",IN, • �•• � TOT.L D 47.0 P S F S E O N 13312 ,n TINEf IDR PI AILS ARE fIA DF DF 'PIT I6GA (W 11 411 ASTM AG53 f,FADE Hn;SO VI, Y H S) G'�LV STFFI APPLY •��� + PLAITS TO FALB TAIL IIF 111185 ANTI. I1NLrti5 111111 I'W ISE i ICATCD ON IRIS OF S1GN. PI.S IT iI1N VtP DA f.N IHf,4 IfiO-A-Z �Ipiine Engineered Products, nC. ANY INSPECTION OF VL�TES FDILrIWED BY III SHAH HE PrP ANNIk A3 OF FLIT-1OB1 SEC.I. SEAL IN THIS •�r'Wm(�"1'tN�� DUR.FAC 1 25 FROM RON 1950 Made 1)IVe DRAWING INDICATES ACCEPIANCE OF PROFC SS[ON it lN,INECP INf,RESPONSIBILIIV SnLFIY FOA 111E TP USS ('OMPDNE NT Feb V J --- - Y DESIGN YII TtlN FILE SIIITAB ILTTV AND DAL OI THIS 1ONIP NI NI FOP .:NY BII II DING I THE PIS PHNS[B II ITV nl THE Haines i•. " 338 BA I6NIR IPI I CIN .,.,,., .:..-rtificat . .rizati .. :. .�„,�� .. ,. ,,;,,,, (D0788 Saig Resd Lot 1 Beach Ave & 15th St T2 111 7'7"4S8 Hips) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x6 SP #2 N :T2 2x4 SP yl Dense: SPECIAL LOADS Bot chord 2x4 SP #1 Dense - (LUMBER DUR.FAC.° 1.25 / PLATE DUR.FAC.-1.25) Webs 2x4 SP #3 TC From 54 PILE at 2.18 to 54 PILE at 26.18 BC - From 4 FILE at 2.18 to 4 FILE at 0.00 120 mph wind, 19.65 ft mean hgt, ASCE 7 98, PART. ENC. bldg, BC From 40 FILE at 0.00 to 40 FILE at 24.00 not located within 4.50 ft from roof edge, CAT II, EXP C, wind BC From 4 PLF at 24.00 to 4 FILE at 26.18 TC DL-3.5 psf, wind BC DL-5.0 psf. TC 193 LB Conc. Load at 9.03, 11.03, 12.97, 14.97 BC 597 LB Conc. Load at 7.60, 16.40 Deflection meets L/360 live and L/240 total load. BC 158 LB Conc. Load at 9.03, 11.03, 12.97, 14.97 ** (1) 2X4X(FULL LENGTH) SP 1 DENSE OR BETTER SCAB. ATTACH IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: SCAB TO ONE FACE OF TRUSS WITH (2) ROWS CHORD SPACING(IN OC) START(FT) END(FT) 0.131"X3" NAILS 12" OC. TC 24 7.60 16.40 BE 40 0.29 23.71 6X10= 2X5111 6X10= 1.5X4 T2 1.5X4% 5 � � � 5 3 8-4 \\J1800 C 3X5= H0510= 3X5= 5X8(A2) 5X8(A2) L2-0-01J Lr_2-0-0�;1 I, 7-7-4 _I, 8-9-8 _I 7-7-4 I 24-0-0 Over 2 Supports R-2549 U=2018 W-5.5" � R-2549 U-2018 W-5.5" aoos IA,� ••••R�1FIC,........,,,QT.•y .. PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 STD FBC 7. 4 cwF` Q FL 3 R - Scale =.25" Ft. -WARNING" IPISSES REOUIPL EXIPFMF CARE IN FABPICA()ON, HAND I.ING, SHIPPING. INSTAL ING AND EPA ING. ! No.26454 = TC LL 20.0 PSF REF R151-- 77730 PFFEP TO DISI IS03 (BUILDINf.COMP DEANI SAEFIY INFURMAIIUN). PIIBLISHEO BY TPI (1PUSS PI PIE INSfIIUTC, 5RI • • U'ONOFRIO DIE., SUI fE 2UO, MADISON, WI 53719) ANU WTCA (WOOD TPIISS COUNCIL OF AMERICA. 6300 ENTFRPPISF LN, MADISON, WI ,, U FOk SAFE IY PIt ACTT CES PR IOP 10 PEPF OPMING IHESL FUNf TIONS_ UNLESS OIII ERIJ ISE IN "I I D. ' T C D L 7.0 P S F DATE 0 2/0 3/0 IDP CHOPD "HAII HAV, PPOPERIY ATTACHED STPDCTUPAE PANELS AND BOTTOM CHORD SHAII HANI A PROPERLY ATTACHED � • l� J PIGID ('Ell IN. i TE �F / - BC DL 10.0 PSF DRW HCUSR151 05034271 *IMPORTANT** FDPNISH A coat/ of nns DESIGN TO THE INSTALLATION I'DNIP nc1uP. ALPINE ENGINEERED � � .1(��a�/ PRODUCT". IN SII All NOT BE RESPONSIBLE FOR ANY DEVIATION ,POM 1"15 DESIGN; ANY ,A II URF TO BU IID IIF ��• �/ ALPINE -� TR DSS IN CONFOP,MANCC WITII IPI: OR FABPI:A'ING. HANDLING. SHIPPING. INSFALLING 8 BRACING DF TRUSSF". •COR��..• BC LL 10.0 PSF HC-ENG MNM/HBG3 OFSIGH CONFIRMS 1,1111 APP]IOf NSF 1'8091 SPUN " OF NDS (NATIONAL DESIGN SIEC. BY ,RPA) ,AND TPS. ALPINE ..•�. TOT.LD. 47.0 PSF SEAN- 13323 CONNECTOR PI IFS ARE MADE OF 211/18/16 GA (W,H,S/K) ASTM A653 fPAPE J /OO (FI, K(II.S) GIPV. SILEL. APPLY' � PI AILS 10 , II FAr'1 (IT IPUSS AND. UNLESS OIDERWISF LOCATED ON IIIIS DESIGN, POSITION PCP DRAWINGS 160.A Z. 11MMM ANY INSPF TIF l DI PFA1F5 "III OWED BY (IT SHAII BE PEP ANNEX A3 OF IPTI-POOP SEC.,. A SEAL ON THIS - D U R.F A C 1.25 F R 0 M R 0 N 71pinc EIIgItIccCEd PCO(IUCIS, PC. BPAWIN1, I'I11S.A,FS n CFP TAPE 0, PRDEES"10NA1 FNGINEEPTNG RESPONSSBII.ITY SOI FLY FON TIE TRUSS CnnfP I1NENT ,yam I9$D Marley Drive BE IGH SII ,lNI THE SUITAB II.ITY All USE OV THIS fOMPONENI TOP Allt PIIILDING IS 111E PI SP INSIRILIiY �I THE Feb 03 '05 Haines ',•,Fr 338 P111 ...� -'IGNFP P '•• IPI 1 .. � - -� . .,,; .:::_- ... _- , . ;- , C I N '-L J i,. l S K - . Z07& _,,,�,.rti£cat lrizatio _ ,,.,,_ c, ,.. ;_, (D0788 Sat Resd Lot 1 Beach Ave & 15th St T2 H2 9'7"4SB Hips) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. Top chord 2x6 SP #2 N :T2 2x4 SP #2 N: 120 mph wind, 20.06 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 TC DL 3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 9.60 14.40 BC 58 0.29 23.71 5X5= 5X7= 1.5X4 T2 5 \\5 4 6 4 / 1800 _ 3X8= 5X5= J 2X5(Al) = 2X5 (Al) L12-0-01J L-�:2-0-0,J Lr 9-7-4 —I, 4-9-8 _I 9-7-4 I fE 24-0-0 Over 2 Supports R-1249 U-937 W-5.511wmn R-1249 U-937 W=5.5'I GO0 4Q;•.�gS��rcq�.,•�i � PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7 14 V9.14 FL 3 R - Scale *"WARNING**TPIISSFS PFHUIPF EXTREME CAPE IN FABRICATION. HANDIING, SHIPPING, INSIALIING AND DPAfING. • 26454 T C L L 2 0 0 P S F R E F R 1 5 1 77731 IIEEER ID BCSI 1-DS (B 1 1 T NO COMPONENT SAFETY INFORMATION), PUBLISHED DY IPI (IPUSS PLAIE INS TIIU IF 58 j �' D'ONOERIOSUITE 200. MA0" N. WI Sl]f9U AND WICA (HOOD IR USS COUNC II. OF AMERICA, 111113 ENIERPR ISE L MADISON. IJL 53]19) VON SAFETY PR ACT refs PRIOR FO PFPFORMING 111E SE EINCIIONS. UNLESS oEDrR.WISF ENDICAIr • T C D L 7 D P S F DATE 02/03/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STROCTIURAL PANELS AND BOTTOM CHORD SHALL HAVE A PPnPFP.LY ATTACHE I. • O 111GID CEILING • BC DL 10.0 PSF DRW HCUSR151 05034272 **IMPORTANT**FUPNLSH A CONY OF THIS DCSIGN TO THE INSTALLAT TIN COMP AC TOP. AL PINF ENG INE SPED •. �•� [j �I /� F,� F,,� LJ (` ALPINE PRUSSFIIIC f NF OIi M1IA NED CEIALLW;OH BV IPESPONS OP LFA B P LI;ANIN G�vHAN DLNN P,R11 SHI PP INDES INSIALLINGY&IBPACINGIOFBUPUSSFSE �••[�`� BC LL 10.0 PSF TIC-ENG MNM/IIBU3 DESIGN CHIEF IR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SP(_, 8'( AFFPAJ AND 101. AL P INF •-•-�--'•• v (.O NNECTOR P1.AiIS ARE NnDC OF 211Iifl/16GA (41.H/S/K) ASTM A653 f,P ADE 40/ti) (YI, KF H,S) GAI V. STEEL. IPPI O�A1 ��Ir+ TOT.LD. 47.0 PSF SEf1N 13302 PLATES TO E II FACE OF TRUSS AND, UNLESS OTDFPWISE IHCAIIII ON [HIS DCSIGN. POSITIF.N PI+ DRAWINGS 160A /- a• \� lI t ineEn Engin Products, nc. ANY IIB PC Tlkt DF PLATES FOLLOWED BY (i) SHALL BE PFR AKNF%A3 01 IP17-2n02 SECT. A SEAL ON THIS ����� DUB.FAC. 1.25 FROM RON P g DRAWING IND It".IES n1.CFPT ANCC O( PPOFESS[O NAL FNGINEEPING RE S PONSIBII.I IY 51LELY FOP THF FP USS COMPONF NI �T ` 1950 Ey2!)Cy t�EIVe OFSIGN SIIOII N. THE SHIT"ILITY AND USE OV THIS([COMPONENT FHP ANY DIIIIDING IS IHF Pf SPONSIBU ITV IF 111E Eeb 03 '05 --- L !Fa-^ 'Haines. Wr L:J(IZ84 BUIL IGNFP E :;:FEE I .. R"s: '.. I w_. �i:..n xxn+,_ a .._. .�..-..CIN(lr -4.OL-_ JA 1SK t._ 707 , (D0788 Saig Resd Lot I Beach Ave & 15th St T2 H3 II'7"4SB Hips) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x6 SP #2 N 120 mph wind, 20.48 ft mean hgt, ASCF 7 98, PART, ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 61 0.29 23.71 6X6-- 1.5 X 4 X6=1.5X4 1.5X441 5 \, \�� 5 5 4-4 +1800 5X5= 3X5= 2X5 (AI) = 2X5 (Al) L2-0-0>J L2-0-0�;J I 12-0-0 ! 12-0-0 I 24-0-0 Over 2 Supports R--1249 U-924 W-5.511 SIMMMMO R-1249 U=924 W-5.51' y�.�000sa .�gIFi .�,y PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7./Z Or5'.14 F FL 3 R Scale =.25" Ft. '*WARNING** (PLISSES R11 IRE E.X IRE ME CARE IN FABRICATION, IIP,N0I IN., SIIIPP INO, (NST AI LINf, AND BRACING,, • AA TC LL 20.0 PSF REF R151 - 77732 PEEFR TO DGS( I OT (RUII.0 TNG COMPONENT SAFETY INFORMATION), PUBLISHED BY IPI (TRUSS PLATE INSIITUIE. 583 : V. • D'ON OED In UI SUI IE 2110, MADISON, WI 5,719) AND WICA (HOOD IRU.55 COUNCIL Of AMERICA, 6300 ENTERPRISE LN •• MADISON, ;IT 51719) EOR SAFETY PRAf,I CES PRIOR TO PEREORMING IHESE IONf,IIONS. UNLESS OTHERWISE INDICATED . T C D L 7 D PSF DATE 02/03/05 IUP CIIORD SH.II HAVE PROPEPIY ATTACHED STPt1D URAL PANFLS AND ROl1OM CIIORD SHALT HAVE A PROPERLY AIIACHED j RIGID CEILING. •. T TE O BC DL 10.0 PSF DRW HCUSRI5I 05034273 —IMPORTANT- 11NIORMIIIAINI INHA BPILY OF [HIS(RISPONSPRI Fn 1111 IN`rNDFVHANUN PANELING. IPPINDESSFALIAFCON INST�I.1 I Wry YEFAILUR INE F?U;THFFRFO TO BUILDS 111 • 6RIO�P�\�� BC LL 10,.0 PSF HC-ENG MNM�HBG3` ALPINE a Ht STAN CON FOP MS WITH APPLICABLE PROVISIONS Of NUS (NATIONAL DESIGN SPEC. BY TEPA) AMU TPI. Al PILAF Pt""IsI;E EL.IE(A)EEPNAUPUSS r�0 �� FSSI'bE�I�Nw:5E5�"(AIF ON°II iS'I)C91;N: P(si))TI�����tR I �WII GS ;LOP',7. UNAL�raa`� TOT.LD. 47.0 PSF SEAN 13328 �Ipine En ineered Products, nc. `"Y '"SPF""" DEPL IES fo TOWED BY Ill II1AI1 BE PFR A"" As of ,Pn-21ALNTills `�"'�+ �"pDUR.FAC. 1.25 FROM ROLA 0 DRAWIIIf, INH IC.A I IS AI GI P IAMCE OF PR OE E 1111,N AL INC.I N E EP INt;PCSP OIISIBILI T Y IOTA GOR THI IPUS5 CUMPONEIII Feb 3 ' 5 1950IY12E�Cy Di,l DFSIGN SHIHN I'll 10111RIIIIY ANO 151 EH TOTS GOMPONFNT FOP ANY THIIDING 1� THE PISPINSIHTI IIY Of THF /l�J ----- �xi`A rtfiC3 .Ynfl 38 ... UU1 ,1.NEB �1N[ l _ - ... AYCINf 4 . 1SK "_,. (00788 Saig Resd Lot 1 Beach Ave & 15th St T3 8'SB Hipm Girder 2ply) THIS DIJG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x8 SP #2 N Webs 2x4 SP #3 Nailing Schedule: (0.131x3.0 g nails) Top Chord: 1 Row @ 12" o.c. 120 mph wind, 23.53 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot Chord: 1 Row @ 5" o.c. Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs : 1 Row @ 4" o.c. wind BC DL=5.0 psf. Use equal spacing between rows and stagger nails in each row to avoid splitting. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: (1) 1/2" bolts MAY BE USED FOR (2) 0.13lx3.0_g nails ON CHORD SPACING(IN OC) START(FT) END(FT) THE BOTTOM CHORD ONLY. TC 24 8.00 21.88 BC 91 0.25 21.88 Right end vertical not exposed to wind pressure. HANGER– SIMPSON'S HGUS28 2 OR EQUIVALENT THIS GIRDER DESIGNED TO SUPPORT 22-0 0 SPAN FRAMING TO THE FILL ALL NAIL HOLES. BOTTOM CHORD FROM ONE SIDE. OPPOSITE SIDE SUPPORTS 8-0 0 JACKS. JACKS HAVE NO WEBS. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE Deflection meets L/360 live and L/240 total load. LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 5X7= 3X6= 3X5= 1.5X4111 3X5% 6 F- 4-6-6 3X8(Al) _ 0 6 6 21-0 0 3X6111 5X8= 10X10= / 5X5= 3X5=- 0-0-4 X5=0-0-4 L, 8-0-0 _i, 13-10-8 1 21-10-8 Over 2 Supports R=4614 U- 3220 R-1297 PEE U=974 PLF W=7-8-0 y�,000ps'� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.0 �4 FL 3 R - Scale =.3125" Ft. "WARNING"TRl1SSFS PEDNTRF EXTREME CARE IN FARRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. .� �o.2fi454 ': TC LL 20.0 PSF REF R151-- 77733 PETER IU SCSI 1-(13 (BUILDING COMPONENT SAFETY INFORMATION), PIJ Nt ISHFD BY TPI (TRUSS PL All INSTITUTE, 583 D'ONOFR IO OR., SUITE 200. MADISON. W1 53119) AND WTCA (WOUD TRUSS COUNC II OF VIER ICA, 6300 ENTERPRISE LN, • MADISON. NT 53]19, TOP SAFETY PRACTICES PRIOR TO PERFDRPITNG MISE FNNCTIUN5 UNLESS OTHERWISE INDICATED. . * : T C D L 7.0 P S F DATE 0 2/0 3/0 5 TOP CHORD SHALL HAVE PPOPLPLY ATTACHED STRUCTURAL PANELS AND DOTTUNI CHORD SMALI. HAVE A PROPERLY All ACHED , RIGID CEII INC,. . • TE OF BC DL 10.0 PSF DRW HCUSR151 05034274 "'IMPORTANT`* FPUNISH A COPY OF THIS DESIGN TD THE INSTALIATION CONIPACIOR. ALPINE ENGINFFRFD PP,DUI IS, INC. SIIALI NOT SF RFSPONSlPL FDR +.NY DEV lATION FPIIM 1HIS DES LGN: A"%1AIL NRF TO RUIID IME p ick O �' B C L L 10.0 P S F HC-ENG M N M/HBG 3 _ ALPINE 'RET IS IN CONF IR MANCF LlI TII TPI; OR IABRTCATING, HANDLING, SHIPPING, INSi At LING DR Af,TNG OF TPUSSFS. •• `N DESIGN CONIIPMS 11IIIt APDLICALE PR0YISIONS OF NDS (NATIONAL DESA% SPEP. BY AT RPA) AND TPI. AIPINF w'••-•�---'•_`C1` T 0 T.L D. 47.0 P S F S E 0 N- 13330 CONN I NNI OP (L IFS APF ti)DF (IF 7(1/18/IfiGA S/K) ASTM nTEE C.R AUF IOj FI1 (W, Y,/H,S) G�.LV STFEL. AP PIY _`•fo��� ---- ---- n PL^.TCS TO L II LAC1 OL THUAlEs S" AND. UNLESS OIHE P LI IST LO'A TEE IT THIS DT S IGII, POS I T TUN PIR I.PA.WIN GS 1F0) Z V ply, ♦♦♦___`�� /` I7 71pine Engineered products, ne. DPAWINGP INOI!NII S Of PA(,l P1AN(I UI U PROFESSIONAtI ENGINEEPINGFPESPONSIBIL ITY SOI EI Y3F„R THE TPIISSA C,OOPO NE NT -�T y� OUR.FAC 1.25 FROM RON 1950 Marley DrT\'e DISIGN SHOWN, THE SUITARIL I TY AND USE OF THIS IOMPONFNI FOP ALIY SUTLDINC, IS THF PE SPIHISIPIt ITY "IF"LH Feb 03 — -- Haines !t FI 338 Ntll ,xn nF�n;NEe P �uci,rPl 1 i, t -. rn.C�,. n. ny J r. 1 ^. .:;107 rt--at . 2..ainti ;:- _,.' - (D0788 Saig Resd Lot 1 Beach Ave & 15th St T4 H1 8'SB Hips) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 SP #2 N :T2 2x4 SP #2 N: 120 mph wind, 22.86 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anvwhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL, 5.0 psf. IN LIEU Of STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #1 hip supports 8 0 0 jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 8.00 22.00 BC 75 0.00 29.71 Deflection meets L/360 live and L/240 total load. 5X7= 2X4111 3X5= 5X7= 6 �\ 4 6 6 21 0 0 3X5 (Al) = 3X5111 5X7- 3X5= 3X5111 3X5 (Al) L_2-6-0.0-8-4 �2-6-0 L 8-0-0 I 14-0-0 I 8-0-0 I fE 30-0-0 Over 2 Supports �I R-269 PLF U-201 PLF W-22 0-0 �awu+miK R-519 U-288 W=3.5" N. 4 00ps��PLT TYP. Wave TPI Desi n Crit: TPI-1995 STD FBC 7.0 FL 3 R Scale =.1875" Ft. **WARNING**TPUSSES RFOUIPE EXTREME CARE 1N FABRICATION, HANDLING,, SHIPPING, INSTALLING AND BPACING. j /{ : (` RFF ER TO BCSI 1 Ili (8111LUING COMPONENT SAFE IY INFORMATION), PUBLISHED 8Y 1P1 (TRUSS PI ATE INSTITUTE, 583 •• N0.26454- Q.26Q�jQ T C L L 2 0.0 P S F R E F R 1 5 1 77734 D'ONOFR In UP., SUTTF 200. MADISON, W1 53719) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA. 630U ENIFRPRiSE LN, • • MADISON. DI 517,3) FOR SAFE IY PR AC FILES PRIOR TO PERFORMING THESE FUNCTTONS- UNLESS IIHFRWISE INDICA ED, : * ; TC DL 7.0 P S F DATE 02/03/05 LOP CHORD SEMI NAVE PROPERTY ATTACHED STPIT:IIIRAL PANFI_S AND BOTTOM CHORD SHALL HAVE A PP.DPFRLY ATTACHED : . RIGID CEILING. C'3'/01VAL E OF t BC DL 10.0 PSF DRW HCUSR151 05034286 **IMPORTANT**FURNIIII A COPY OF THIS DESIGN IO [HT INSTALLATION rONIRACIOP. ALPINE ENGIN[EPFDALPINE RfIUUCTS. INC. SHALL NUF BE PESPONSIBLE FOP ANY pFVIAlION FRAM THIS DESIGN; ANY FAIIUPFTDP'TID1H[ : BC LL 10.0 PSF HC ENG MNM/HBG3 TEE" INCINPMANFW1H fPlDABPIG TINlIANULIN G, SVIIPPING, INSTALLING R BI' TNG OF TR USSFS,DESIGN CONEOP MS 111 i11 .PPLICAPLE PROVISIONSOF NUS (NAlI0NA1 DESIGN SPEC, PY AFftPn) Atlp TPI. nI.VINE ..�t�+ CnNNECTOP PI ATFS APE RAPE OF 20,18„6GA (W H S/Y,) ASTM 1653 GRAOF 4O!6U FW. K,H.S) GAI V. STEEL. APPLYTOT LD. 47.0 PSF SEQN- 13321 PIATES TO F OH IA'[ CF TPUSS AND, UNLESS CTHEPWISE LOCATED ON THIS IIFSIIII, POST LION PIP OP-INGS lfiDn ?INS PON OF PL.TES 01.L OWCO BY ( ) SHALL 8E PER NNEN A3 OF ]PIT ?OD? SEC.T. 1 SEAL ON THIS iplflC Engineered Products, ❑C. RAG TND ICn1E5 AOCEPTANCI OF PROIFSSIONAL ENGINEERING RESPONSIDILTTY SOLELY FDR TIC TRUSSC0• D U R.FAC. 1.25 FROM R 0 N 1950 Marley 1)11T'e DESIGN SHO VIN. THF SOFT Jf TAB ILI TY AND USC OF THIS COFF NF lOR ANY BUILDING IS TIIE RF SPOHSI8ILI TY OF THE Feb �3 VJ --- — — HainesCltti.PL 33844 B 11116 nF�IGNEe n p a•sl nPtn:C V�.. 1 ?,� Z07 .. Rificat ._ ,:�rizatio .. -. - .. (D0788 Saig Resd Lot 1 Beach Ave & 15th St T4 H2 10-'--SB Hips) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T3 2x6 SP #2 N: 120 mph wind, 23.36 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP b2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 TC DL 3.5 psf, wind BC DL-5.0 psf. HANGER- SIMPSON'S HUS26 OR EQUIVALENT Left end vertical not exposed to wind pressure. FILL ALL NAIL HOLES. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: NOTE: CHORD SPACING(IN OC) START(FT) END(FT) SPECIFIED HANGER(S) BASED ON SOUTHERN PINE TC 24 1.75 11.75 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT BC 69 0.04 21.46 CATALOG FOR PROPER APPLICATIONS. Deflection meets L/360 live and L/240 total load. 4X4= 1.5X4111 5X7=- 1.5 X 4 111 X7=1.5X4111 6 F— FIT \5X4% � -1 6 566 4 8-2 \\ 21-0 0 3X3= 3X8= 5X5= 2X5 (Al) L<--2-6-0--�-J 11 8_B I 10-0-0 I 10-0-0 I j� 21-8-8 Over 2 Supports R=995 U=872 R 1196 U-985 W=5.5" y��00O ��rrrrb PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.0 . Q` I-Al 1C .� FL 3 R - Scale =.3125" Ft. —WARNING— IRUSSLS REQUIRE EXTREME CARE IN FADRICATION. HAND ING, SHIPPING, INSIAt LING AND DR ACING. REFER TO HCST 1 03 (HDILDING f,OMPONENT SAFE EY INFDRMAOION), PDHLISHEU DY TPI """ PLAIE ""I'D"' 583 � No.2&454 TC ILL 20 0 P S F R E F R 15 1-- 77735 D ONOFR ID pR SUI IE 200, MADISON, WI 53119) AND WTCA IOU UD IR USS C(I[IN f.IL ' AMERICA. 5100 ENTERPRISE LN. MADISON CHO WI ALL H EOR SAFETY PRACTICES PRIOR 10 PFPFORMIAN THESE FINI.T IONS_ UNLESS OI HERWISL INDICATED, ; : * T C D L 7.0 P S F DATE 0 2/03/05 IfP MORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND DOFTOM CHORD SHAH HAVE n PPOPERIY A1TAf.HEO 1• L RICiO LFII INC •. TE OF : BC DL 10.0 PSF DRW HCUSR151 05034275 **IMPORTANT** FURNISH A COPY OF THIS DESIGN In THE INSTALLATION CONIPACTOP. A[.VINF ENGINEERED � PRI,DUCTS, INC. SHALL 101 DE RESPONSIRI1 FOR ANY DEVIATION FROM THIS DESIGN; ANY EPICURE TO DUILD ODE ALPINE DDESIGNINoeENanRMWIIH ARR�ICAR;F PROVI'IONSR OF ANDSG(NATI%ANGDESIGNP SVEc.Bv'A-AG ANDD viND GF IrsDD A Pini �� ���O�1Q�� BC LL 10.0 PSF HC-ENG MNM/HB Ci3 CONNECTOR PLAITS ARE MADE OF 20/IH/15GA (W,H;S/K) ASTM A5S3 GRADE Al/50 (W, V'H,S) G•,LV STLEL. APPIY w• err�•••• T O T L.D. 47.0 P S F S EON- 13282 PIATFS ill f (H FACE OF OPUSS AND, UNLESS OTHERWISE TO A.TED OH IH I1 OF SIGN, POS IIION PEP DRAWINGS 1005 ,►,� 1 ineEngineeredProducts, nc. ANY '"SPE"'ON DF PLATES FOLLOWCD HY (i) SHALL BE PER ANNEX Al Of TPI]-2002 EF.3. A SEAL ON ,IMS DUR FAC 1.25 FROM RON p DRAWING IN11ICAIFS PI CFPT ANCE OF PR(1FFSS IONAL ENGINEERING PESPONSIRII ItY SHIlIY — THE TRUSS CO11PI1NENT 1, p��•��.r.�..�.w� 1950 Marley'DrivC DESIGN SIIUNII. IHF SUITABILITY AND USF (lt THIS COHt'1INF NF FOP INV Bl1Il DIEIG IS FHF Pf SPONlIBIT IT' OF tHF Feb Haines City,FL 33844 HOT Nr Dry� ANI I1T T srG 2 CnA ` CIN X4.0' J - 1SK 707 ;:� (D0788 Saiy Resd Lot 1 Beach Ave & 15th St T4 113 12'SB Hips) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Be TRUSS MFR. Top chord 2x4 SP y2 N :T3 2x6 SP #2 N: 120 mph wind, 23.86 ft mean hgt, ASCE 7 98, PART. FNC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 :W4 2x4 SP #2 N: TC OL -3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Left end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) LND(FT) TC 24 3.75 9.75 (A) Continuous lateral bracing equally spaced on member. Or 1x4 BC 70 0.04 21.46 #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets L/360 live and L1240 total load. HANGER- SIMPSON'S HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGLR(S) BASED ON SOUTHERN PINE 4X4—= 6X8(R) A/ LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 5X5 (R) 6 \ 2X441 T \ 6-6-6 4 8 2 W4 }2100 1 .5X4111 3X8= 2X5 (Al) L<-2-6-0-3;,J I 3-8-8 I 6-0-0 I 12-0-0 I I< 21-8-8 Over 2 Supports R-995 U-874 R=1196 U-989 W 5.5" 0,WIM000 �, L •••Ai%F1c;Q•.��/�% PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 14 �' 1 FL 3 R - Scale =.25" Ft. `*WARNING,— MISSES REOUIRE EAIPEMF CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL LNG A11D 'RACING- • ' TC LL 20.0 P S F R E F R 15 1-- 77736 REFER IO 'CSI 1-03 (BUILDING"RP'NENT SAFETY IN OPM AF IONI, PUBLISHED BY IPI ([PUS PLATE INSIITU TE, 5flA : No•2C1Y54 11'ON0IRI0 DR., SUITE 200, MADISON, WI 11111, AND WTCA (WOOD TP USS f,IIUNCII OF AMERICA, "00 CNT ER PRISE LI MADISON. 111 5311 3) FOR SAFETY PP.AC UCES PPIOR 10 PERFORMING THFSF FUNCTIONS. UNI FSS OTHEPNISF IN ICAILI . * T C DI 7 0 P S F D A T[ 02/03/05 TOP CHORD SHALL HAVL PROPEPIY ATTACHED SIRUCIURAL PANLLS AND BDI ICH CHORD SHALL HAVE A PROPERLY ATTA(' I 1. L E RIGID CEILING. •. TE OF :tZ BC DL 10.0 PSF DRW HCUSR151 05034276 .wi MPORTANT—IOPNISH A COPY OF THIS DESIFN TO THF INSTALLATION ONTPACIOP. AIPINF FNGINEFRFD •�• (] P NY F11 ALPINE D15"IDpSN1N('NFN111S1AIyIHIOF I API,LIRI,'E20,1-16G' ISPPNVISIONBPOFAN)ST(NAINUNANCIIESIGNPSPD'.I�SI AFRPAJYANHPA 'DC HF BT PIT ", O O(1��� ``v� B C L L 10.0 P S F H C-ENG M N M H B G 3 ONNFCTOP PI ALES APE N.1DE OF 2(1,1H;lEiGA. (Ft.H,S,R, AStM 4fi 53 GPADE 41 UG (H, K H,S) G.IV SIF EL. AP PfY •'_•' _N` TOTLD 47.0 P SF SEON 13332 "A1IS IO FA'H FACE OF IPUSS AND, UNLESS OIH(PW15E I.OCAIE0 ON THIS DE51GN, P 51T 1(111 PFP OP A4lI NGS Ib Oi. i /v�/�i \_�a'/ �IpineEngineeredProducts, nc. 'ANY 'NSI'E"'." OF PLATIS "MPWT D BY (1) AHAII BE PFP ANNE A3 HE TPII-'u09 "C"',T, SEAL ON TIII5 /r j� DUR.FAC. 1.25 FROM RON 1950 Marley DPAHIILG INOIU IFS 11'1111 IN" DF 1'N GF E 55 I IN AI IT'I NI I:NI NG RFSPO NS IBIt IIY SOLUM FOP I'll IPLISS SOMI'ONF III Feb B " l� Haines Clty,FL 33844 DE9 H It�NNSH awn NEP THF aD111 N51DTPnI SND LSF of 1HIs rnnPOHERE FDP, nxY 'InI DING n nIr Rr 11,1NSTD111TY of THE (I cne n���� SI(� ;:.,_Ttificat _,.>riz I. F. ..,. ,.:„ -- ;.— -- --- ,< --- ' •— .,, ;!— _:C --- *. .1—i�r, -Z07� ,Iy... iv 315 nips) Top chord 2x4 SP #2 N :T3 2x6 SP N2 N: 120 mph wind, 24.36 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP f{3 :W2 2x4 SP y2 N: TC DL-3.5 psf, wind BC DL-5.0 psf. Left end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or better "T" brace. 80% length of web member. Attached with IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 8d Box or Gun (0.113"x2.5",min.)naiis @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 5.75 7.75 Deflection meets L/360 live and L1240 total load. BC 75 0.04 21.46 4X4= 5X5= HANGER= SIMPSON'S HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. 6 }` r� \� �j NOTE: �/ SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 2X5111 - \ LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT ' ~�\ 3X5 CATALOG FOR PROPER APPLICATIONS. (A) T3 6 4 8-2 / W2 21 0-0 3X3= 1.5X4111 2X5(A 1)= \ \ ? �2-6-0—� 5-8-8 12-0-0 I 14-0-0 I 21-8-8 Over 2 Supports R-995 U 876 R-1196 U=994 W-5.5" ��xnwnxHgi ,S.•600o',V, �F ��4.••g_ t1FIC •.!fi PLT TYP. Wave TPI Desi n Crit: TPI-1995 STD FBC 7 �U8�5'14 �F: F.1 1 3 1 R Scale =.3125" Ft. —WARNING—IRUSSFS PENUIPL ExTPEwt COE IN FAEUATCAIIDN, HANDLING. SHTPPING, 1NS7it)IN6 AMU HPACTNG. � � RFFFP To HEST T-G3 IDDILorNr,convGN,Nr sAEETv iNrGRMrnnNl, PUHUSHFD aY 1PI I1Puss rlAre rnsrnuTr. SH N0.26454 TC LL 20.0 PSF REF 8151- 77737 DONOFR 7f UR., SO[TC 200. NADTS ON. WS 53719) AND WTC.A (WUOp !RUBS CNUNClL GF AMERICA. 6300 ENTERPP ISE I j HAD TS NN 1TI 53719) FON SAFETY PR, ICES PPIUR TU PERFORMING THE SC EUNC F[ONS. LI NL[SS OIHERW[SE INI11CA IE ••� '# • * (' (` 7 TNP CHORD S11A1_I HA-MF PPGPF R,IY IT3AC HUD SIPUVTUPAI PANEIS AND RUFTGM CHORD SHAL1 IINM[A PPIIP ERI.Y�OTTA1'.NF_ f j TC DL 7.0 P S F D A T E 021/03/05 RIGID CE I1 TNS. : T TE Off' s IMPORTANT— TUPN ISH A COPY DE THIS DESIGN IN THE INSTALIAFION OGNTPACIOP. ALPINE FNGTNEFPFD •� •j BC DL 10.0 (S`F D/"`YY Ne�SR151 Q5 3']42]7 PPDDUCTS INC SRAI I ND7 BF PF SP11N5IHIE FUR ANY UE VIAtTON TP.DM IH1S DFSIf,N; ANY TAIL l/PE TN HU Ii❑ THF (� P \ B C L L 10.0 P J F H(�-ENG M N M/HBG 3 ALPINE USS 1N CINFDRMANCL WITH TPI; P (ADI'ICATtNG. IIANULING, SHIPPING. INSIAIIING I'D PAlIN,GF )PUSSES. O �••.R 10"-` DES1G CU NF 11k MS NI TH hPPLICA BiE 111111510 Uf NpI (H AT TONAL DESIGN SPFC, DY aF,FPA) AD TP(. ALPINE _ HHNNE"" PLATES ADA HAD, O, PO718/16GT I HfS/K) ASTM A653 GPADE 40j60 IIJ kIN. S7 Y:tV SIFEL. APPLY ���L �� T 0 T.L D 4 7.0 P S F S E 0 N- 13334 PLATES TU E4(H FACE )E TRUSS AND. UNLESS OTHFPW ISE IOCA TED ON IH IS DESIGN. POSTTTGN PTP DRAWINGS 110A Z, V c .a n ANY INSPCCTLDN OF PLAIES FOIL OWCD BY 11) STIAIL BE PER ANNCS A3 OF IPtI-)r1O'z S[C.3. A SEAL DN IHTS�Ipiine Engineered PrOducts, 17C. 1lP AN ING INOIfAIFS PTAN CI GF PR OFE SSI NAE FNG[NCER(NG P,SPOMS[B LI LIY S)L FIY FOR THE )PUSS COHP9 MI NT Feb X3 5 DUR .FAC. l .2C FROM RON 1950(Vt2Cley D,i5'e DFSIGN 11111!N. 111E SHTT�4HILITI ANU USE 01 1UL5 1"1-41 NT FOR 'NY BUILDING IS 111E RFSPON4IDILIIv "I IDE 1 J f� HBinesClty.Fl- 33W RUIIDINO DFSTnnEP PEP AN51/FPI I SEA 7 — ... .-- --' ,. -- --- C P A C I N 4.0" J F 1 S K G Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788 Saig Resd Lot 1 Beach Ave & 15th St T5 111 7'SB Nips) Top chord 2x6 SP 42 N :T2 2x4 SP #1 Dense: 120 mph wind, 22.61 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #1 Dense Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, Webs 2x4 SP #3 wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #1 hip supports 7 0 0 jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 7.00 21.00 BC 40 0.29 27.71 Deflection meets L/360 live and L/240 total load. 5X8= 1.5X4111 3X5= 5X8= 2 6 r- 6 406 �21 0 0 2X4111 3X8= H0510= 2X4111 05X7(A2) = 5X7 (A2) = —J ?_ 6 0.:J L,-2 6-0.,J I, 7-0-0 _I, 14-0-0 _I, 7-0-0 _I 28-0-0 Over 2 Supports _ _1 R-2659 U-1976 W-5.5" ,,� 976 W=5.51, y�.6000r oso /iF C,gPLT TYP. 20 Gau e HS,Wave TPI Desi n Crit: TPI-1995 STD FBC 7 14 F FL 3 R - Scale =.187511 Ft. —WARNING—TPHSSES RE OHIRE FNIREME CAPE IN FABRI(:ATION, HANDLING, SHIPPING,, INSTALLING AND BRACING. ; o. � T C L L 20.0 P S F R E F 1 1 5 1-- 77738 BITER TO IClI 1-Ol (BUILDING COMPONENT PE IN INF HRNATIDN), PUBLISHED BV IPI (TRUSS VLATE ENSTI7UTF, 58 ♦ • D'OITT RIO DR SUI GE 200. MADISON, WL 51119) ANO WTCA TIJDOD TP,HSS COUNCIL OI AMFP ICA. 6700 ENTERPRISE L MADISON, WI 53]19) EOR SAFETY PRACIICCS PRIOR IO PERFORMING,HESE FI1NClINNS. UNLESS OIIIER,WISE END KATE : . T C D L 7 O P S F DAT 02/03/05 TOP CHORD SHALL HAVE PPOPFRIY ATTAC.HLD SIPUC111RA1_ PANELS AND BOTTOM CIIORO SHAII HAVE A PROPERLY ATIACITEI :• ��� O� RIGID CEILINI. BC DL 10.0 PSF DRW MCUSR151 05034278 "IMPORTANT** FURNISH A COPY UG THIS DESIGN 10 THE INSIALI ATION CONTPACmP- AT P IN ENGINEFRED ♦♦� A L P I N E PRODUC LS. INC. SH ALI NO1 BE P.CSPONSI9IE FOR ANY DEV IATIDN FROM THIS DESIGN: ANY IAIL111 10 BUILD THE ^/��• R V.���� B C L L 10.0 P S F H C-E NG M N M/HBG 3 (PUSS IN C(INFOPMANCE` WI1H 111: OR FI,BRTCAIING. IIANDLING,. SHIPFING, INS ALL IN R BITACIN(i I)F IPUSSES. C _ DESIGN CONFORMS OITH APPLICARIE PROVISIONS OF NDS (NATIONAL DESIGN SPE(:, BY AT&P.) AND IPI ALPINE \\ :ONNEGTOP PLATIS ARE MADE DF 1/1111/1111 (41.11;511) ASIM A6-3 GRAHE 40160 (W. Y011 1 1 GV V SITE,. APPLY �AL �y TOT.L D. 47.0 P S F S EON- 13325 PL AIES TO E CH TACE OI TRUSS AHD, UNI F55 00' 'P L (AIFD ON IVIS Dk SIGN, 1151 T TON PEP DPAW1 GS If O:.-Z. R" _ 71.ine�Engirieered Products, nC. ^NY 'NSPEC"'" OI PLATES FOLLOWED BY li) SHALT. BF PE1 NNFX A3 OF TP1121�OR CC.d. A SEAL ON THIS "'N ��" DUR.FAC. 1.25 FROM RDN DRAWING IND I(4ICS A.CE PTANCF (f PP nFFSSION AI CN(.INEFP ING RESPnN518ILTTY S IELV FOP THE TRUSS COf1PONENT 1950 Marley Drive DFSTGN SIIHIH. ITT STIITABIIITV AND USF 01 THIS(OMP NENI FOR ANY ROTIDING IS THE PFS-HN IBILITY 1i THE Feb 03 '05 Haines in Ft. 33844 H IL ,u.�F�IGNw P- IPI T � ����. rtificat ,;xizatio .._�: .::�_ �.,�` ,:. ,. - rn,�:C ^—mss J (D0788 Saig Resd Lot 1 Beach Ave & 15th St T5-H2 9'SB Hips) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY ]RUSS MFR. Top chord 2x6 SP 112 N :T2 2x4 SP N2 N: 120 mph wind, 23.11 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 TC DL 3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 9.00 19.00 BC 58 0.29 27.71 5X5% 3X5= 5X5= 1.5X4 T2/ \� 1.5X4% 6 6 5-0 6 x_ 21 0 0 6X8= 6X8= �\ �-� 3 X 5(Al) = 3X5 (Al) = �� L_2 5 0� 2 6 0� I 9-0-0 I 10-0-0 I 9-0-0 I 1< - - 28-0-0 Over 2 Supports _I R-1467 U-1133 W-5.5" R�sJi-1133 W-5.5No " �y�,.G0,ODN9 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 94 Q FL 3 R - Scale =.1875" Ft. "WARNING— IPNSSFS PEFIUIPE EXIPEMF CARE IN FABP(CAT(NN, HANDL fNG. SNIPPING, fHSTA(LINO AND BRAC tNf,. • �+ = REhER lO BC$1 I-O3 (BUILDING COMPONENT SAFETY INFORMATION). PUBII`BED BY TPI (TRUSS PLATE INSIITDTE. SB3 No.26454 . T C L L 20.0 PSF REF R151-- 7 7 7 3 9 U'ONUFR IO DI+.. SUIIF LOO, MFUISON, WL S.1]1Al AND WICA (WOOD TRII55 COUNCIL OF 41AEF ICA, " ENTCRPR ISE Ltl, ! MADISON, It 53719) FOP SAFETY PRACT,CES PRIOR l0 PERFORMING THESE FUNCTIONS, UNI FSS DI BFR,JISE INDICATED. r1TC DL 7.0 PSF DATE 0 2/0 3/0 5 TOP CHORD SHALI. HAVE PROPERTY ATTACHED SIRUCTURAL PANELS AND BOTTOM CHORD SHAII BAVF A PFOPFRLY ATTACHED , RIGID'FII INT • • 10.0 TF, OF :Z),- -IMPORTANT— BC DL 10.0 PSF DRW HCUSR151 05034279 PODUCSTNT OpMP N'ENWITIIIA BEEIPFSP.NSORI EAF OR AKIN DFCOPY OF THIS nES15N TO IV EHANDN INf,R'ISH IPP INDFSINSIIALL f NGYSIDPAI�TNGEII fB TPIUSSE SF • I r `.•'••�'v ALPINE BC LL 10.0 PSF HC ENG MNM/HBG3 EFSIGN I:GNF-IPEIA.lITB APPLILPBLE Pe Dv is(oN� F NDS (NAI„N.L DESIrn S,I BI ERPA, AND TPI. ALPINE •••..-•-•'/'� TOT LD 47.0 PSF SEON- 13336 INNFC TOR PLAIF} APF MADE IF P0118116GA (11 II)Sj Y) ASTM 6,3 f.FIDE 1f'6O (W, Y II,S7 C,`,L Y. SFFFL. APPLY ,nI A�Y __. -. �_ _ PLAIES ID F :O FACE F TRUSS AND UNLESS OFIIEPWl,f L CRIED ON TOIS DESIGN, IOSIIII1N PFR DPIWINC,S T60,A Z 0 fj V ANY TNSIE.TION IIF PL FFS FDLIOWED BY (i) SHAH BE PFR ANNEX AIA OF IP11-21,`[ SFC,O A SFAL FN TOTS D U R.FAC 1.25 FROM R O N Alpine Engineered Products, na IlELY IIIP TBF TA A FTMPDTItNI � l DI WINE, ,FIN' ITS r.(CEPT NC.F Of ANDt ESS I')I ENGtDEFPiNG FFSPD NSTN FI- Feb 03 '05 1950 Marley Drive TF LGN n»nlx. IHr suT 1.enl)r AND ESE ur nns turn ImrNT FOR env Duu Dull, 15 "IT PFsvnnA nTu nv or rNF — - Hain e ^K cF_ 338ij Hu I {{ ! cogCIp� 24. rr- 1S 011 vin��.�.�•�.,1 �ooiullcv HI ,,,�� (D0788 Saig Resd Lot 1 Beach Ave & 15th St T5 113 11'S8 Hips) THIS DWG PREPARLU FROM UJMPUiLK INFUI (QUA— a Top chord 2x6 SP 1/2 N :T2 2x4 SP y2 N: 120 mph wind, 23.61 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 11.00 17.00 BC 60 0.29 27.71 6X6= TZ 6X6= 1.5X4��� 1.5X4/// 6 / \ \\ 6 6 0 6 3X5= 6X6= 3X5= 21 0 0 3X5(Al) = 3X5(Al) [,2-6-0�j 12-6-0:,j I 11-0-0 I 6-0-0 I 11-0-0 I 28-0-0 Over 2 Supports —I R-1467 U-1150 W-5.5" R--� lg-11550 W-5.5" Lg.000DS PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.0 Bu 4 T� FL 3 R - Scale =.1875" Ft. —WARNING— IPUSSFS REQUIRE 'XTREHE CARE IN FARRICAIIOM, HANDLING, SHIPPING, TNSIALTING AND BPAI.ING. • Rj /��+,/ .{ /` RFFER TO I 1-.1 (RUTIDINC,PDMPHNENI SAFETY TNf URMAT EDN). PUHL(SHED BY TPI (IPH$S 1'I All TNSI ITU(E. 583 A No.264 . T C L L 20.0 PSF REF R151-- 77740 D ONDFPIo DR . SUI FE POD. MADISON, WI .371°) ANU WTCA (WOOD TRUSS COUNT,II OF AMEP LCA, O?OD TNT RPR ISE LN. MADISON. FIT 53]1'11) FOR SrYrE IY PRACEICES PRIOR EO PERF ORM[NG THESE FUNCTIONS. UNLESS DIHER4lISE TOO ECA ICD. ' TC DL 7.0 PSF DATE 02/03/05 IDP CHORD SHAII IMF PROP[PLY AT IAl:11ED STPUCTUPAI PANELS AND BOTTOM CHOPD 511AIL HAVE A PROPLRLY AIIAC HID RIGID C,EII TNG • • **IMPORTANT** FURNISH A covv of nns DesTGN To THF INSTnu nnoN cON rencT DR. AI PENS FNGtNErrcD 'o •• T�TE OF :OZ-, BC DL 10.0 PSF DRW HCUSR151 05034280 PRODUCTS, INC 5111.11 NDT RE R111ON$IBL' "' ANY DEVIATION FP OM III IS DFS IGN: ANY IAILURE 10 BUILD THE /► 444V ALPINE TTO,S IN (1NF 11RMANCF WITD IPT; DN IABRECATT NG, H,NOLING. SH"'IN11, INST AELTNI& HP AC TNG DF 1RUS5ES. /� .•O R Pot. B C L L 1 0.0 PSF HC-ENG M N M/HBG 3 OESIGN CONI"PMS 111TH APPIICAFLE PROVISIONS DE NDS (NATIONAL DESIGN SPEC, RY Al AIID TP! ALPINE •.�r•.•� ay. -- ---" ONNLC TDP PI 1II ARI MADE OF 2011 DNGA (IJIT "G' ASTM (`•I GP nOF N !60 (H, Y H 5) "1E11 SIEIL. 'PPLY TOT.LD. 47.0 PSF SEON= 13338 PI.aTtS IO f\CII fAlf DF IPUSS ^.ND, UNLESS OTIIE RWISC L .TED DN TNIS DES IC.N, P�.SITIOtI PE. IPAW INf,C 15OA-Z VV 71pine En ineered Products, ❑c. ""Y iNSPEcrIDN or PLnIE. FDLLNNED BP (,) 511An BF PERINNER AH nt IPIEznlz5FT. on TOTSDUR.FAC. 1 .25 FROM RON g OPANING INHI'RIES ACCEPTANCE OF PRIIFESSIOM1l ENGINEEPING PESPDNS MIT ITY SOICLY VOR TIIE IPUSS COMPONENT Feb D 3 '05 1950 Marlev MvC OF THIS ImIPONINT TUR ANY BGMVINS IS THE PI SPUN;(BII ITY OE fIt DIS16N SII"WM_ (HF SUI(ABILITY AND ISL Haines itv.FL 33844 RITI IxG nlslcNr-0 v R ;NslnPl L 1 a CDA 94.0" j TE 1SK 1 C1 ZD7 . ;.,. .artifisat ,,;erizafi ;. ,:.: C -:; -:.. , :, ": THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IRUSS MFR. (D0788 Saig Resd Lot 1 Beach Ave & 15th St T5 H4 13'SB Hips) Top chord 2x6 SP #2 N 120 mph wind, 24.11 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP 'f3 TC DL-3.5 psf, wind BC DL--5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 13.00 15.00 BC 61 0.29 27.71 5 = 5X5= X5 3X5% � 3X5 6 6 7 0 6 \ ® 21-0 0 1.5X4111 6X6 1.5X4111 3X5 (Al) = 3X5(A1) 6X6= L,_2-6-0j 2-0-0 13-0-0 I_ ,I_ 13 0 0 _I 28-0-0 Over 2 Supports R-1467 U-1165 W-5.5" R',"Ji7ii = 165 W=5.5" yg:000D;0 4 0.�gc���cgT.,,�L PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 9.14 tFL/-/3/-Z /R - Scale =.1875" Ft. *"WARNING** IPUISES PFDDIPE FFIP,ME CAPE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. N0.26454 TC L L 20.0 PSF REF R 15 1-- 77741 NCFEP IU BCSI t-113 IDUILUIN6 CDMPONENI SAFETY INFOPMATIDN), PLIBLISIIFD BY IPI (TRUSS PI AIE INSTI IDI,, 583 D'ONOFRIU DP.. SHITE 2DO, MADISON. WI B1J19) AND WICA (WODU TP.IISS fOUNCII DF AMERICA. 11OD ENTER Pft ISE LN MADISON. WI 517'19) FOP SAFETY PP ACIICES ... P IDP ID CEPFDPMIN, MESE CMNC.IIONS, UNIESS OTHERWISF INDICATED. TC DL 7.0 PSF DATE 02/03/05 TOP fHORD AD IF HAVF PPOPFPIY ATTACHED SIMV-THPAI PANELS AND BOTTOM CHOPD AVAIL NAVE A PROPFPLY ATTACHED • PIGID LFII ING. � E OF : — • BC DL 10.0 PSF DRW HCUSR151 05034281 **IMPORTANT** FIIPNISi1 A COPY OF III[S DESIGN TO IRI INS TAI LAI ION CONTPAC TOP. 11 PINE FNGINEEPFIt .• • ALPINE PRODUCTS INC. SIIN L N(1T BE PFSPONS IPLF FDP ANY DFVIATTFIN G.UM THIS DFS IGS: ANY TAILDPF l0 BUI10 THE �J► R��`•'•�� B C L L 10.0 PSF H C-ENG M N M/HBG 3 TPD55 IN (TNF ODD"DI WITH IPI: OP FABP If AT ING. HANDLING. SHIPN G. INSTALLING R BP CINE(IF TPBS SES. //��__ �• ` _ _ DESIGN CC Nt 1PM5 1JI ID API'I ICAPLC PROVISIONS OI NDS (NATIONAL DFSIGN STIFF, BY AFRIA) AND TI'I. ALPINE �•��•��� CONNE CIDP PI 1TE5 APF MF,UF DF LD;13/1B iA (H FI 5/M) ASTM Afi53 GP ADE 4O!6(1 (W. Y H S) G:,LV STER. APPLY ���4 .�� T 0 T.L D. 4 7.0 PSF S E Q N- 13340 PI nIfS lO F (11 Fr\�'k Df IPDSS AND, IT ISS OIHf+.WISE L11 ICD 11N TMI UESIGN, P1511 ION PFP DRAW IN!il IIiDA-Z _ — I ine Engineered Products, nc ANY INSIF(1I)N of "'"TEs `DLL°WTD BY (I) SHALL HF PEP ANNFY A9 OF TPI'-z""' "'_'- A SEAL C" 'MLS x� u�r^ D U R.FAC. 1.25 FROM R O N p I9SO Marley t)I'It'E TOY TNI ICAIEI AF CEP IAN CE OI PP 1!IFSS It NAI. FNf,i TIE CP ING PE SPONS IBII.I tV S1LFI.Y COP THE IPUSS COMPONE IIT Feb D3 '05 -- - -- y DFSIGN SHORN. IMF SUI TABILI(Y AND IISC [�T THIS f.OMPON ENT FOA ANY RDIIDINP, IS IHC PFSPONSIBIL ICY DF THE —_ H 1122. itY,FL 33844_ BUIL NG DFSTr.NFe P!_c 'NSInP T z ;: _ - .- :; :. ,.,� ., , J 1 SK _Z THIS OWG PREPARED FROM COMPUIER tNPUI (LOAUJ r U1riL I,,iAA) —UPI 11L nl lnwn "I'K. (D0788 Saig Resd Lot 1 Beach Ave & 15th St T6 Common) Top chord 2x6 SP #2 N 120 mph wind, 24.36 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP 'f2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 :W2 2x4 SP #2 N: TC DL-3.5 psf, wind BC DL 5.0 psf. (A) Continuous lateral bracing equally spaced on member. Or 2x4 Right end vertical not exposed to wind pressure. 1f3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 72 0.29 15.31 5X5= HANGER= SIMPSON'S HUS26 OR EQUIVALENT 6 FILL ALL NAIL HOLES. NOTE: / 1.5X4111 SPECIFIED HANGER (S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 2X5111 CATALOG FOR PROPER APPLICATIONS. 6 F— / (A) 7 6 6 6-10 8 W2 / 21-0 0 3X5= 4X4= 2X4(A1) L-2-6-0--J 1-3-12 I, 14-0-0 15-3-12 Over 2 Supports _1 R-901 U-652 W--5.5" R-69AOJ,6WWft y�.�000s� rr•rr•• PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. . �f1�4 ZC QfrY" FL/-/3/-/-/R/- -'WARN Scale =.3125" Ft. (BG+. FP IIS SEs PEIIH LPE ER TPEHE DAPI IN EAHR ICATINN. HANDLING. SHIPPING,(T INS IPIAIFn AND TRACING. .• No.26454 i T C L L 2 0.0 P S F R E F R 1 5 1-- 77742 REFER TD RCS[ I-O3 (HIT II OING OH ON ENI SAFETY INFORMATION), PURL ISHED HY TP1 (TRUSS VLAIE LNSIITOT E, 5G3 • IT I TRIO OP.., SUITE 2'TO, MADISD N, IJI 51119) AND WICA (WOOD TEN SS CUII NCIL OF AIAEEiCn. 6300 ENTEPVP TSC LN. M\D ISDN, WI 51119) EOR `)AEE IY PRACI If ES PP TOR 10 PERFORMING THE SC Fi1NCl IONS UNLESS OTHEREIISE TNDLCAIED, T O D I 7 O P S F DATE Q 2/03/05 TUV CHORD SHALL HAVE PP.OPE RIY AIIACIIFU STP UCIUR AI VANEIS AND BOTTOM CIIHPII SH All HnVC A PPOPEPIY 411ACIICD • • 1. L RIGID C,FILING- - X T TE OF t�� BC DL 10.0 PSF DRW HCUSR151 05034282 * MPORTANT"* H A PV S H N lA AI 1N 11 Af H _ P NT ENG NEERE • �I � I fI1PNIS CO OF THIS DE ICN TO I F INSTALL LL 1 -01 2 .T R L 1 I D 7ppi PPHDUC IS INC. SHALL NOI HE PF SPONSIHLE IOP ANY DEVIATION EPHH IRIS DESIGN; ANY IAILUPE TO HU LLD IIll �.• ALPINE TRUSS IN TNF OR HANCF WI 111 TPI: DP FAHPIC ATIN G. HANDLING. SHIPP IN INSiA"INf,8 TRACING OE IF DSSES. . Rio••• BC LL 10.0 P S F HC-ENG M N M/HBG 3 C DESIGN I.INFHPFIS W[IH APPLICAHLF PRIJVISIONS 0 NDS (NAiI)NAL DESIGN SPEC, HY A A' AND IV I. ALPINE ••••.••r• IONNFCIUP PLAIES ARE MADE OE 20!16116GA ( ,H'S/k) ASTRI ,651 GPYLE 4Hi6O (W. Y H.57 G^L_ SIELL_ APPLY 0NA� � TOT.L D. 47.0 P S F S E Q N 13342 PLAIES I( C CH TACE 1T TPIJ S AND. UNLESS FTHEPWISE LOCATED III THIS DES[GN, POSITION PFI' IIPPWINGS lAO' En ineered Products, ne. "NV T"SPECT"" OI PLAIES FOLL AWED HY O) SI IL HE PER NNF% Al OF /11120/12 SEI.P. YSEATON III15 NI�M�� DUR FA0 1 25 FROM RON OP AWING IND LCA IfS t'ELP TA NCI OF PROFESSION-.L IHGINEFI IHf,PF SPnNSiFl IL IIY SSI ELY TnP 1HF 1F NSS lUMPOHENF I950MuleyDrive DFSIGN SHOWN. THE SUiIAPILITY AND ISI "1 THIS CPIPTNENI TOP YNY POILDING IS IHF PFSPTNSIHII IT' HE TIFF Feb 03 '05 -- - HainesCiri.FL 33844 Hnl TNG ITIL e P H ANI I/nvr cnA!IN ?4.Q" 1SK 1 C1 Z :.rtitict xizah _ _ :... -:.... ,> ;.� ,, �.,_ ,, ;. it FHIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788 Saig Resd Lot 1 Beach Ave & 15th St T7 Common) Top chord 2x6 SP #2 N 120 mph wind, 24.36 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 TC DL- 3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 59 0.29 27.71 6X6= 2X4 2X40 6 7-6 6 21 0-0 �5 (Al) = 6X6= 3X5= 3X5(Al)= �J L_2-6-0_�j L._2-6-0� 14-0-0 ,I, 14-0-0 J 28-0-0 Over 2 Supports =� R-1467 U 1172 W 5.5" R-1467 U-1172 W 5.5" Go 05 Q N PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 14 --.10—A7 F`L 3 R - Scale =.1875" Ft. **WARNING**TPUSSE(RFOUIRF Fx IREME CARE IN FAHPICATION,) HANDS ING, SHIPPING, 1NSTAI.LING AND BR AC INf,. c �• T C L L 20.0 PSF REF R151-- 77743 REFER TO CS I O3 (DO LFII NG COMPONENT SAIF FV INFORMATION RUUL ISHEU BY TFI TRUSS PLATE 1N5II TUTE. O • N0.26454 D'ONOFRIO UP.. 5111 TE 200. MAD 1511 . Wl 53711 AN WTCA (WOOD IFUSS COUNCIL OF nMFPiCA. E3O0 FNIEIiPR ISE L � DIPISON, kit 537,9) FOP SAFETY PNAC TICFS PP TOR FO PERfOPMING IHFSE FUNCTIONS. UNLESS OIHFPWISE INDIFAIE TC D L 7.0 PSF DATE 02/03/05 TP UTO' SnALL IIAVF PPOPFPIY ATTACHED PRI PAN PANICS AND DO IDM cHOPD SHALL BAVE A PPUPFPIY AITACOCI RIGID fFCLIN, i OF i BC DL 10.0 PSF DRW HCUSR151 05034283 **IMPORTANT** FURNISH A COPY 01 THIS DESIGN TO THF INSIAIIATION ,'(WRACTOP. AI PINE fNr,INEERED ALPINE PPOPCI: I, INC SHALL NOT BE PFSPONSINLE FDR ANY DFYIAl10N FROM THIS DESIGN: ANY FAILURE TO BUIID IIIF : ��:���/ BC LL 10.0 PSF HC-ENG MNM/HBG3 IP USS IN fONh 1RM iN(.E WITH IPI: OP. FADP IfAi G. IIANDL IN 5111 PP IN C. INS,\II ING& BP AC ING OF TRUSSES. w� ���p•,�` Pk SIGN CONI IPMS IIITH ARPLICABLE PPOV151ONS 1I NPS (NATIONAI. DESI N SPEC. BY i&RA) ANO TP1. At PINE 1. ` C NNEC IOP PIATFS APF M.:DE OF 20/IN1PGa S/Y) ASTFI A653 f,P.:UF 7),[0 IL1, K'fl S) G`I, 5IET1 APPIY TOT.LD 47.0 PSF SEAN- 13344 PIMPS 11 I fH FAC.F OF iNUSS AND, UNLESS OIIIERHISF L f III !PI THIS DESIGN. POST LION !IP UR^WINGS 1fiOA-/. NAl t- ANY INSI'FI II N OF PI AIES FOI LOWED BY (I) Sti All BE PFP ANNE% 3 OF IPlI 2OOL SEl.3. V SEAL 1N THIS )pIIlC E17�lI1CClCd PCOdUC($, PC. PNAWING INOI AIfS ,.1 CEPIANCE Of PROFESSION\! ENGINt EPING PESPONSIDIL ITY -mY FOP 1111 TRUSS COMPOIFNI Feb (�Y1111rNMnh DUR.FAC 1.25 FROM RON 1950 Marley Drive DESIGN SIIOWN. IHC SOI IAD IL I AND USF OF THIS CODPONFNI FOR ANY BUILDT 15 III PI SP,)VIHII ITY OE IIIF M -" Haines �* FI 'I' eull '=SIGNER uc r,rPi T C D A 7 " C C 1 v 1 ":at o'izati 4.0 J 1 S K Z 0] a. .,.: . :. ..'.:�..,, ;� .. ;--SFr ;--�,.,. . --�.LL.,..:.--�... .. --�... _;. ,.�. ---i. . --�... _--�_ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788 Saig Resd Lot 1 Beach Ave & 15th St T8 Common) Top chord 2x6 SP #2 N 120 mph wind, 24.36 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP b2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 TC DL-3.5 psf, wind BC DL 5.0 psf. (A) Continuous lateral bracing equally spaced on member. Or 1x4 Right end vertical not exposed to wind pressure. #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 59 0.29 21.71 6X6= HANGER= SIMPSON'S HUS26 OR EQUIVALENT / FILL ALL NAIL HOLES. NOTE: / \ 6 SPECIFIED HANGER (S) BASED ON SOUTHERN PINE / 2X5\\\LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 6 F— (A) -7 6-6 5 X 7 (R)/// 3-8-2 � 2100 6X6= 3X5= 1.5X4111 �✓ 2X5(Al) �2-6-0 1 14-0-0 1_ 7-8-8 21-8-8 Over 2 Supports =j R-1196 U=1010 W=5.5" R-995 0-852 6010 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. -•5G�14 ��•�Q' FL 3 R - Scale =.3125" Ft. -WARNING-1PIISSFS PEOUIPE FNTPFMF CAPE IN IABPICATION. HANDLING, SHIPPING, INSIAEUNc ANN PRACING. • O. + TC LL 20.D PSF REF R151-- 77744 FEi ER TO PCIE 1 01 Ii.D TNG COMPONE NI SAFETY INFORMATION), PUBLISHED BV IPI (Ik USS PIAT, INSIIfUIE, 5PB "',N0IR111 OR.. SHITE 200. MADISON, WI 53'19) ANN WT GA (WOOD IRIII(O UNCLE OF AIIEP ICA. (`1110 FNTFPPPISE MADISON. 111 53]19) FON SAFETY PRACT[CES MHP IO PEPFORMING THESE FUND IONS. NNLESS OTHFPWISE INHICATf D. T C D L 7.0 P S F DATE 02/03/05 TOP CH0PD SHALL HAVE PPOPEPEY ATTACHED STRUCTHPAI- PANELS ANU(301 IDNI CHOPD SHALI HAVE A PP(WEPLY All 4f HED • PIGIU CEI ING. 1.094. S TE OF BC DL 10.0 PSF DRW HCUSR151 05034284 ALPINE -'IMPORTANT" DISH A COPY OF THIS DESIGN TO THF INSTILLATION CONiI+ACTOP. PINE ENGiNFTRFU BC LL 10.0 PSF HC ENG MNM/HBG3 PRODUCTS INt SII iI.i N11 BE RFSPONSIBIF FOR 'NY DEV' II1N FPNM THIS DCSIGN Al NY IA.ILHPF TO PHILU El �--... ----1� TRUSS IN f(NF PMi�.N CF tll l{I IPI: OP FA APIC All Nf,. H N(I IN SIII P PINC,. TNST It IFIL R BP A.f:INf HF MUS SES. �'- DESIGN CONE RMS WITH APPLICANLE PROVISIONS Of NDS (NAIIHN A DESIfN SPLC, pY AIRP Q AND 1P1. ALPINE /Q�A�Gt1 i TOT.L D. 47.0 P S F S E Q N- 13346 7��Z C ONNEC IDI PLATES All t1ANF OF 2(1 IS1166A. (IJ H'SjN) ASTM 6S3 „OADF 11 hl (W, N H S) G-,IV STEEL- PPI.Y Y ,a P1-ATES TE t N FACE 1I IPl15S ANU. UNLESS 11HI PHI,I L IED IN IHT ULSI;N, V SIIION PEP DITAWINOS l"TA_F Alpine En Ineered products, nc. ANY INSPFtiIT" OF 1,1"ATES E0I LOWED BY (1) SHAH HE PCR N"' 4) iE IPiI 1U2 St: SEAL 1N IIT �Hrum 111� DUR FAC. 1 25 FROM RON p g NP AIiINf, INNIC.T I CF PROEF SSION nI ENG INEER IND PF SPnNSIH II IIY S�IfIY FHP TILE TP USS f:Oi1V OFI(HI L 1950 Marley Drive OFAIGN SH ITN I1f1 wlTAPlun ANI) HSI OI HITS CFMPfNFNi IIP ANY BUILDING IS THE P1S 111AIBn ITY OF THI Feb 03 '05 - - -- Hain�esh.FL 33844_ .,,.:. B Iu,INa;,rn sICNFP P P ANsI;1P '„ .. .:. .,;, - ;;. -: s:,. i _,. :. - t;:: ����� ._.;. -i�,. 1-i..1.��_, �,.,.y„3ifi e ,Iriza_tio ... THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788 Saig Resd Lot 1 Beach Ave & 15th St T9 Glyder 2ply) Top chord 2x6 SP 112 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP #2 N :B2 2x8 SP #1 Dense: Webs 2x4 SP #3 Nailing Schedule: (0.13lx3.0_g nails) Top Chord: 1 Row @ 12" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 8" o.c. -- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 54 PLF at -2.70 to 54 PLF at 28.00 Use equal spacing between rows and stagger nails BC From 4 PLF at 2.70 to 4 PLF at 0.00 in each row to avoid splitting. BC - From 40 PLF at 0.00 to 40 PLF at 28.00 (1) 1/2"_-bolts MAY BE USED FOR (2) 0.131x3.0-g--nails ON BC 4614 LB Conc. Load at 21.87 THE TOP CHORD ONLY. BC 329 LB Conc. Load at 22.97 BC 235 LB Conc. Load at 24.97 120 mph wind, 24.36 ft mean hgt, ASCE 7 98, PART. ENC. bldg, BC 141 LB Conc. Load at 26.97 not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL 3.5 psf, wind BC DL=5.0 psf. (A) Continuous lateral bracing equally spaced on member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) 5X5= BC 85 0.07 27.49 5 X 7�-� 3X5% \ 6 � 6 3 X 5�-� 7 6 6 jA) � - 1.5X4111 21 0-0 C 3X5 (Al) = 12X14= 62 8X8= 3X6111 5X7 (Al) f_4614/f L,_2-6-0.::j W I_ 14-0-0 I, 14-0-0 ,I - 28-0-0 Over 2 Supports R-2541 U--2084 W 5.5" .00j� r6i 01150 W-5.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. •�`�4 FC>:T F`L 3 R - Scale =.1875" Ft. "*WARNING"" IRUSSFS REQUIRE EXTREME CARE IN FABRICATION, HANDI TNG, SHIPPING, INSTALLING AND BRACING. 1 No.2�. T C L L 20.0 P S F REF R 1 5 1 77745 RFFFR TO SCSI I-D3 (RUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (1RU-S Pt.A TE INAT1tUlF. St1l I, ONIIR IO DP., SU TTF POD, MABE 'N, WI 50719) ANp WTCA (WOOD TRUSS COUNCIL OF A4IFR IC A, 63OQ ENTERPRISE LN. ; PART SON, 111 53710) TOP SAF EiY PRACTICES PP,IOR TD PENEDPNING THESE FUNCTIONS. UNLESS OTHERWISE INOICATC D, : T C D I 7 O P S F DATE O 2/O']/D C TOP CHORD SIIALL HAVF PROPERLY ATTACHED STRD-TIIa AL PANFIS AND HO ITOM r.fill RH SHALL HAVE A PROPERLY ATTAI.{IED ��• �� Or L J 5 RIGID CE II ING- - �, BC DL 10.0 PSF DRW HCUSR151 05034287 -IMPORTANT-FURNISH A COPY OF THIS DESIGN IO THE INSTALLATION CONTPACTOP. ALPINE ENGINEFPED A ALPINE PPUUUC TS. INC SIIALL EDI BC RE SPONSI BIF FOR ANY DEVIATION FROM THIS DFSIGN; ANY tA11Ua1 IO BUILD THE O R IR DSS IN (I NHTRMANfE NIT11 1P I: QR FABR If ATING. HANDLING. SHI PV TNG. INSTALLING R BRACING OI IRUSSE S. •,. , BC L L 10.0 P S F HC-ENG M N M/HBG 3 DESIGN f,ONF1RM1 HITH +PPLICARit PRQVISIONS Ot NDS INPIIINAL DESIrN SPL.. 11Y FS PA) AHD TPI. ALPINE /ANAL E��• TOT.L D 47.0 P S F _ S E O N- 13367 TONNE C,IUP VI IFS ARF "I'll" OF 2O/18/16Gn fW N/S/k) ASTM E. GR AUk "I",'rO (W, N H.ST GAT.J. SIEEI.. 4V'PLY {'I.A TrS lO fA 11 TACE f IPUSS ANO, UNLESS nIHE RIJI SF TED UN IHIOE ON, POSIi1nIJ PER D0.AWINGS IrrOA !- 71pine En ineered Products, nc. ANY INSPE(IION OF PLATES FOLL nWF0 BY (I) SHV I BE PER NNEX T Ot IPIL002SEIA SEAL ITN 111 S ����„�� DUR FAC 1.25 FROM RON g DRAWING INI.II'A115 A LFRTANCF OF BY FNGINFFRINC PE-H!1S1BILIIY SOL IIY FOP THE IPUSS CII NI RONI NI /� 1950 Marley t)rive RESIGN SHOWN. IH1 SUnAB1LJrY AND DEC n{ TATS LUMP NFN -1 ANY BUILDING IS IF' PFSPONSIBILIIY OF ['IF Feb 03 'D5 -- .,......rtficat R....�riz3a81o1A s .z, BHII �w.�:IGNFP R ..;_IP1 I 5: A..�., ,,..,.. ._w .._ .w.;_. ._. ; ..._< CIN( ,'4.0 ..:: �Ft,.r 1SKt _ZO7 THIS DWG PREPARED FROM COMPUIER INPUI ILAIIII J a uT(—�.�,�.�T (D0788 Saig Resd Lot 1 Beach Ave & 15th St T10 THE) Top chord 2x6 SP #2 N 120 mph wind, 32.93 ft mean hgt, ASCE 7 98, PART. FNC. bldg, Bot chord 2x6 SP })2 N Located anywhere in roof, CAT II, EXP C, wind TC OL 3.5 psf, Webs 2x4 SP y3 wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #1 hip supports 7 2 8 jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) BC 86 0.29 14.38 Deflection meets L/360 live and L1240 total load. 5X5= 5 f \� 4-1-10 �j31712 / 3X8!!1 � r' 3X5(Al) = 3X5 (Al)= �� —4-0-0 � -4-0-0 � I_ 7-4-0 ,I_ 7-4-0 ,I 14-8-0 Over 2 Supports R-1421 U=1380 W-3.5" .Wa-' 1*4 1380 W-3.5" S oovosa ........ .. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7/6"jd�'14 FL 3 R - Scale =.3125" Ft. *'WARNING**TPIJSAFl REOHIPE FMIPEMF CARE IN I,ADD ICATTUN, HANDLING. SHIPPING, INSIATIING AND BRACING. . T C L L 20.0 PSF REF R 1 5 1-- 77746 PEf FR ID HC 51 I-03 wum w,COIIIONENT SAFETY INF ORMAI]DNI. PUBLISDEO BY TPI (TRUSS PLAIE INSTIIHTE. SH:. j o. D"NNDFP iO DP ITT 200, MADISON, WI 5:11 L°) AND WTCA (WOOD TRUSS fOUN C,IL OF AMEP ICA, 6IDO IN Tf RPft TSF LI •: MADISON. IT 53]19, EHR SAFE IY PftA_IICES PR IHR TD PEPIURMi NG THESE FUNCTIONS. NI ESS DTHERIJ TSF 1ND EEA IFI . T C D L 7 D PSF DATE 02/03/05 i(IP CHORD SNAIL HAVE PROPERLY AT TA(:HI.D SIRUCTUPAL PANEIS AND BOTTOM(%TPD SHALL HAVE A PPOPERIY AT IACIIFL %• �� �� 1+IGID CE 11 ING. % • (/�� BC DL 10.0 PSF DRW HCUSR151 05034285 IMPORTANT"'* FURNISH A Cnpy UE THIS DESIGN 10 111E IN$IAI LAl11N ION11111111. AI PINE EHGINEF RED •� R1{ ��.� VV ALPINE """SSC IN Ci(N FHPMAN CE A I 1VI III BPIR ESPUNS RL rABPRC I N jj_VIIANDLII N r' SHIDIS D11PPING- INSTALL I'N"%'DAPACI IIG'Ol BT P U S 5 E5ill D C ..... "'C LL 10.0 PSF HC-ENG 1'IN 1'1/118173 DESIGN CDNFIl1'FIS I"LITH APP]ICABLF PR 14 iSIUNS )F NDS (NATIONAL pESIfN SIF:, BY AF RP.4) 4NL TPI. ALP]/IF CONN CSIT ;a(;FFA(PFE"';,HIzA ti���DTnui[ssTOtl[EFWISFSIR' AOEO��AIHT9�t°IFN: �(°„„G"FtP �P`uI,�GS AF�`,YZ �`�� TOT.LD. 47.0 PSF SEON 13370 _ t ineEn ineered Products, nC. ANY INSOF(ITUN OF PIAIFS FII]L11 1E RV ET1 SHALL BC PEP 4NNEM AT (4 TPEI Amt F1.3. SE::L (111 IH IS '••• n�� OUR FAC 1.25 FROM RON p g DPAWTNG THDIC.AiES —FPTANCE n( PROIESSI NAL INGINEEPING PESPONSIRII.IT Y SOLELY FOR THE TRUSS�OMPONENi 1950M3rley�rhe DESIGN SOOIN. IIIE SUITABILITY AND HSf TF [HIS ('.f1M'ONfNT FOP ANY RIMDINC, IS THE P—ONSIHTLIIY OF III Feb 03 '05aine — f1C3I"G�+tloriZ38 '.vL:. Hll� SIGNIR /TP[ i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788-Saig Resd Lot 1 Beach Ave & 15th St J1 1' ci 6L 6R) Top chord 2x6 SP y2 N 120 mph wind, 18.27 ft mean hgt, ASCE 7 98, PART. FNC. bldg, Bot chord 2x4 SP y2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL 5.0 psf. Deflection meets E/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: PROVIDE (2) 0.131"X3" TOE NAILS AT TOP CHORD. CHORD SPACING(IN OC) START(FT) END(FT) PROVIDE (2) 0.131"13" TOE NAILS AT BOTTOM CHORD. BC 9 0.29 1.00 R=-201 U=180 5 0 11-3 18-5-4 0-11-3 � 1800 �— i 2X4(A1) R=0 U=180 �--2-0-0---j 1-0-0 Over 3 Supports 7—�l R CHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J2 3' CJ 5L 5R) Top chord 2x6 SP #2 N 120 mph wind, 18.69 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) FND(FT) Deflection meets L/360 live and L/240 total load. BC 33 0.29 3.00 5 T1934 T R=18 U-180 1 9 3 1-A- 2 9-3 R=48 U=180 18-0-0 —Y 2X4(A1) = L—�-2-0-0-3�J 3-0-0 Over 3 Supports R=337 U-269 W=3.5" GOQD.N� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 5.,14 C etc• 0 FL 3 R Scale =.375" Ft. **WARNING** TPUSSFS REQUIRE E%IR[ME CARE IN TAMP IC.ATTON, HANDLING, SHIPPING, INSTALLING AND "A"NG. /� (` REFER TO HCSI ) O3 (BUILDING COMPONENT SAFETY ENE OR MAT IO N), 11 1 ISHED BY IPl (TRUSS PIATE INS FIIUTE. SB3 No'���� T C L L 2 0.0 P S F R E F R 1 5 1 77700 D'ONOIR In DR., SUITE 200. MADISON, WI 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTCRPRISE IN. MADISON, WI 53]T9) EOR SAFETY PRACTICES ... R IDR TD PIREDRMING THESE FDNCTIONS. UNLESS D(HERWISF INDICAIED. T C D L 7.0 P S F DATE 0 2/03/05 TOP CHORD SHAII HAVE PROPERLY AITACHLD STPUCTIIRAL PANCIS AND BOTTOM CHORD SHALL HAVE A PROPFRLY ATTACHED • RIGID CEILING, TE OF BC DL 10.0 PSF DRW HCUSR151 05034239 **IMPORTANT** FURNISH A COPY OF THIS DESIGN 10 114L INST Af LI\I IDN CONTRACTOR. ALPINE ENGINEERED � � �/ pP11U UfT S, TNI.. SHALT. NOT HE RE SPO NSIHIE FOR ANY DIVI111.11 FPOM THIS DESIGN; ANY IAILUPE IO BUILD THE ALPINE IP HSS IM CONFORMANCE WITH TPI: OR FABRICATING. HAMDLING, SLTIPPIMG, [NSIn L1ING B DPACING 11 1 DSSES. •. 0 R 10•P;.��� B C L L 1 0.0 P S F H O-ENG M N M/HBG 3 DESIGN CINInII WITH APPLICADLE PP.OVISIUNS OG NDS (NATIONAL DESIGN SPEC, DY nF&RA) AND IPI. ALPINE S •� "• T O T L D 4 7 0 P S F S E 0 N- 13269 (ONNECT(IN YI AIFS nRE MAUE OF 20j 18/16(:1 (W,H!S/K) AS tM 1[S3 f,P ADE dO/OO (W, K/H,S) GAI V. STCEL. APPLY G i� PLATES 11 FA(.11 FACE OF TP USS AND, UNLESS IIIHF PWISE LOCATED ON THIS DFSIE,N, "IT TION PIP OPIWINGS 160A-Z. V �\ I' (` —M,I- F,� Alpine Engineered PTOdUCiS, TIC. ANY INSPEIII)N OF PI ATOS FOILO WFD BY (i) SHALL BE PER ANME A3 OF IPI1-R002 SF .l. P SC AL ON TIILS hllW gq�p1�Y OUR.FAC. 1 25 FROM RON p 1950 Marie fro DRAWING INDI-TFS AILCPTANCI OF PROFESSIONAL FNGINEEPING RESPONSIRII ITV SHIFTY FOR THF TRUSS Cf)MPONF Ni F e b O 3 'D 5 2 ---- Y DESIGN SHOWN. THF SV11e.D IL TTY AND [ISE IF IHTS COMPINFNI FOR ANY RUTI GING IS IHI I+FAP(— RIF ITY UI IHE {0 F,' ,I l _'i.'�:.,:;Lh IIC3I ...re.,":OI]Z38 BIT F 1GNFF 1 P I 1 - ,:: �:�>�lMu_ ... _ :_: ^^ 0 _ U 'r f. 1 � ...--,i.i..:....... THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788-Saig Resd Lot 1 Beach Ave & 15th St J2a 3' CJ 1L 1R) Top chord 2x4 SP #2 N 120 mph wind, 19.17 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP M2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 33 0.09 2.88 5 F— 1957 R-74 U-180 T 1-9 3 1-9-3 0 6-13 18 0 0 R-57 U-180 3X5 (82) 2-10-8 Over 3 Supports R=140 U-180 W-4" GOOps� ,.�•�ISIFIC,q•.,!L y. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7./4— �w''14 ��++wC�{� '• 7(F`L 3 R - Scale =.375" Ft. *REFARNTONB CSI TR UO3F In U ILDING COMPONENT S REQUIRE EXTREME ASA FE RE NY FIN FORMATIINN),HPUBLIISNEU BY II PI FI(TRUSSIPLAIE C AND INSIIIDRACING UTI. I S' No•26454 : C LL 20,0 PSF REF R15� 77701 D'UNOFRIO DP.. SUITE 200. MADISON. WI 53]19) AND WI(.A (WOOD TRUSS COIINC IL OF AMER[C A, 6300 ENTERPRISE LN 1711 MADISON, WI 53719) FOR SATEIY PRACTICES PRIOR TO PERFORMING THESE EUNCTIGNS. UNLESS OIHERWIST INDICATED : = T C D L 7 0 P S F DATE 0 2/03/05 TOP CHORD SEAL HAVE PR DPE PLY ATTACHED Si RUC f UR AI PANELS AND HOTTOM C,HURO SHALL HAVE PROPERLY ATTACHED j RIGID CEILING- ,• O t� BC DL 10.0 PSF DRW HCUSR151 05034241 "IMPORTANT" FURNISH A COPY OF [HIS DESIGN TO THE INSTALLATION CONTRACIDR. ALPINE ENGINE FRED � �., PPUDDCES. INC. SHALT. NOT BE 1E SVONS IBLE IOP ANY DEVIATION FROM THIS DFS LGN; ANY TAIL DRE Ill BUILD ISI ., O R BC L L 10 O P S F HC-ENG M N M/HBG 3 ALPINE TP USS !N C(INF ORM ANCI WIT II TP 1; OR FADRICATING. HANDLING. SHIPPING, INSTATE TNG ft BP aC INf OF Ti+HSSES. .- DESIGN CONFORMS WIIN APPL IC,ABLE PROVISIONS OF NUS (NATIONAL DESIGN SPE BY AI&PA) AFIU IL'1. ALPINE ..•�..•- CONNECTOR PLAIIS ARE MADE OF 20118116G (W,HjS/K) ASTM AFi53 GRADE AO/F0 IW. Y/H,S) GALV. STEEL. ,APPLY NAS ���/`,� T 0 T.L D. 47.0 P S F S E 0 N- _ 13304 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LL GATED ON II1IS DESIGN, P SITION PEP DRAWINGS IFOA-L. 71pine Enineered Products, nc. ^NVI"SPEC TIONOFPL IISFOLIOWIDHY (I) SHAH BE PEP ANNF% A3 OE TPI7-2002 SLI.I. A SEAL DN IHISplry�gMDUR.FAC. 1.25 FROM R0N g DRAWING INDICATES ACIIPTANCE OI PROF FS SIGNAL ENGINEERING RE SPONSIBILIIY 5O1EIY FOR THE TRUSS COMPONENT Feb 3 '0 5 I9,0MBr)eyDnille DFSIGN SIIIWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUTLDING IS GE RF—OWHILIIY HE THE -- 9aines ., �� 33844 HUII - •GNER P TPI I { .�IN 4 OT �RI 1SK Z07 ..w ,raficate --rizatio - tE_:,.. .,,E ` - e. n "0.. - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENaIUNA) �)UNMIIILu (D0788 Saig Resd Lot 1 Beach Ave & 15th St J3 5' CJ 5L 5R) Top chord 2x6 SP #2 N 120 mph wind, 19.11 ft mean hgt, ASCE 7 98, PART, ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, FXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 57 0.29 5.00 5 � 2 0 1 4 R-100 U=202 2 7-3 2 7-3 R=86 U-180 1800 2X4(Al) L<--2-0-0--->j �5-0-0 Over 3 Supports R-405 U-302 W-3.5" »nw y�.GOODS PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. x'14 �+/� F C� FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REHUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. 0.264 • T C L L 2 D D P S F REF F R 1 5 1 77702 REFER IO BUST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHEp BY TPI (TRUSS PIATE INSTITUTE, 583 • C (( p'ONOFP IO pR., SUI IE 2P DI MADISON, lJl 537 I9) AN WTCA (W000 TRUSS COUNCIL OF AMFR TC A. F300 ENTERPRISE LN. : y MADISON. WI 53119) FOR SAFETY PRACTICES VR IUP, 10 P1 FOIEMING THF SE FUNCTIONS. UNLESS OTHERWISE 1NOICATED, T C D L 7.0 P S F DATE 02/0 3/0 5 i0P CHORD SIIAIL HAVE PROPERLY ATTACHED STRIICTURAI PA NETS ANO B01 IOM CHORD SHALL NAVE A PROPERLY AT 1I IID RIGID CEILING- s TE OF •. :4, BC DL 10.0 PSF DRW KCUSR151 05034242 **IMPORTANT** Fl1RNISit A COPY OF IHIS OE SIGN 1D THI. INST ALL AS ION CUNIOACiOR. AIPINE ENGINEERED VHI/O Uf.T S. IN(:. SHALT NOT BE RF SP 011 SIBLE F(H ANY DEVIATION FROM THIS DESIGN; ANV 4ATL URE TO BUILD THE R1pA��� B C L L 1 0.0 P S F HC-ENG MN M/HBG 3 ALPINEAEng-ineered LED IN CIINFORMANCF WITH TPI; OR FABRICATING, H1NpLIN ,, SHIPPING. INSTALLING B 8RACiNf OF TRUSSES. ♦.,.r....+` DESIGN CR FIL MS WITH APDL 10120 PROVISIONS(F NOS (NAIIUNAL pESIGN SPEC. BY AESPA) AND TP 1, ALPINE O YN T OT L D 47 0 P S F S E A N- 13294 CONNEf,EOR PLA IES ARE MAUL OF 20i18/16f,A (W Hj5/K) ASIM A693 GR ADF 40/60 (W, K,H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS O\11T RWISE LOCAIEO HN IHIS DESIGN, POSIIION PEP DRAWINGS If",A 1. ucts, ❑C. ANY INSPFCTION OE PL"IES FOLLOWED By (T) SHAIL BE PEP ANNEX A3 OF TPII 1007 SE' ASERIUN IHIS DUR.FAC. 1.25 FROM RON pRAWIN6 INDICATES ACCEPTANCE OF PR!1TESSIONAL ENGINEERING RE5PHNSIBILITY 'OLEI'1 FOR THE TRUSS COINPUNFNI 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPIINFNT IOP ANY DUf1.DIN, 11 CDC RCSPIlNSIB(II IIS Or THE Feb D3 ,OS -' flain .,,r�aiflca[ .:,.. �s.rizat _ Hui :TGNER -:Tri 1 -> ,� _< wh -------- i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED B( TRUSS HER. (130788 Saig Resd Lot 1 Beach Ave & 15th St J3a 5' CJ 1L 1R) Top chord 2x4 SP #2 N 120 mph wind, 19.59 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP y2 N not located within 4.50 ft from roof edge, CAT I1, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 59 0.00 4.88 3X5 (82) = 5 F— (}20-3 7/ R=129 U=232 r 2 7 3 2 7-3 0-6-13 +18-0-0 � R=101 U=180 R=229 U-180 4-10-8 Over 3 Supports ��tTn��we op ..• PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.10111W4 F• FL 3 - R Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDITNG. SHIPPING, MIM IING AND BRACING_ • T C L L r�0.0 P S F R L F 8 1 5 1 77703 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY lPI (TRUSS PLATE INST[TU TC 583 : : L D.BNDf RIO OR.. SUITE 200. MADISON, WI 5l]19) AND WT CA (W000 TRUSS CUUNf.IL OT AMERICA, 6100 ENIERPR i;E LN • MAOISUN, WI 53]19) FUR SAFE IY PRACTICES PH10R TO PERF OP MING THLSE F'INCT70N5. UNLCSS OI HERW ISE INDICATE IOP CHORD SHALL HAVE PPOPIRLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD S11ALL HAVE A PROPERLY ALL .HLD T C D L 7.0 P S F DATE 0 2 0 3 0 5 RIGID CEILING. • O�^ • �� �� BC DL 10.0 PSF DRW HCUSR151 05034243 **IMPORTANT** FURNISH A COPY OF TOTS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREit D D //����.► ((({���1P 1• ALPINE iRUSSC IN CO NF IIRMANCTL HNON TOTPESPO NSi PL FABPII'ANiNDIVHANDPNNCi1,TSHIF'N INGE SINSTALL INGY BL HRACIN GTOFB IR US SF SF OA-• . 0R1..i" �`�� BC LL 10.0 PSF HC-ENG IINII/II"l73 DESIGN CONFORMS 01IH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFbPA) AND TPI. ALIT NF \ ■■�. (A�` [(� C.ONNE CTOR PEA T ES ARE MADE OF 20(18/161A (W,IIIS/K) ASTM A653 GRADE 40/60 (IT K/II.S) GALv. SIEF1. APPLY T 0 T.L D 47.0 P S F S l 1.T N 13298 P[nTES TO EACH FACE OF TRUSS AND, TIN I.FSS OTHERWISE LOC 4FID ON THIS DESIGN, POSITION PER DRAWINGS 1,,A-Z. �� /` /1ppine nineeredProducts, nc. ANYINSPICTTDNOF PLAiFS FDLLDWED BY (I) SHALT BE PER ANNIX A3 OF TPII-2DO2 Sfr.l. A SEAL � IHIS � �� DUR.FAIT. 1.25FROM RON 5 URAWI NG INoI TfS I'll FANCf OT PROF FSS IUNAL LNG INE EPI NG RI SPINS IB II LTY SOI ELY F9R THE TR lI" COMPONENT I950MarieyDrive DESIGN SHOWN. TILE SUITABILITY AND USE OT THIS COMPONINI FOP ANY BUILDING IS IIIC PESPONSTHII ITY OE THE Feb 03 '135 — — Iaine 33 84t .w,s.,t011Zat PT11 ./I P ,, .'.� :1. �.� -:_.— ._e:�. ;� :_ c n II r r l C l SIGNER 1CIN 24 J 1S .;: — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IRUSS MFR. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J4 6'8" EJ NC) Top chord 2x6 SP #2 N 120 mph wind, 19.45 ft mean hgt, ASCE 7 98, PART. ENG. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.07 6.44 /� 2099 5 � R-157 0--292 339 33-9 l� i18-0 0 R 117 U-180 2X4(Al) �2-0-0-`j --6-8-0 Over 3 Supports --� R-474 U-343 W=3.5'- Q,•r00�S 0'r. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 514 F FL 3 R - Scale =.375" Ft. "WARNING-' TRUSSES REQUIRE EXTREME CAPE IN FABRICATION. HANDLING. SHIPPING, INSTAIIING AND BRACING. No.Z6.5j14 - TC LL 20.0 P S F REF R 1 5 77704 REFER fU IFFY 103 (u GILD TNG COMPONENT SAFETY INFORMATION), PUBLISHED pY TPI (IRUSS PLA(E INSTITUTE, 5B3 vim' D'ON0FR70 DR.. SU11E 290, MAU350N, N7 53]19) AND W1CA (WOOD TRUSS C9 UNC IL OC nMERICA, fi300 ENTERPPISE LN MADISON. NI 53]19) FOR SAFETY PRA' ICES PRIOR TO PERI MING THESE FUNCIIONS. UNLESS DIHERNISE INDICA FFD T C D L 7.0 P S F DATE 0 2/03/0 5 IUP CHORD SHALL HAVE PPOPFRIY ATTACHED SIP.UCTUP.AL PATH S AND BD TTOM CHORD SHALL HAVE -A PROPERLY ATTACHED • • RIGID CEILING. .•• E of / BC DL 10.0 PSE DRW HCUSR151 05034244 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO TIIF INSTALL ATtDN fONTRACI Oft. AtLINEENG LN EERCD % �� � IJ/� rJ PRODUCTS. INC. SHALL N01 BE PESP"NSTBIE FON ANY DEVIATION FROM THIS DESIGN; ANY FAIIURI TO BUII-D THE `^)� `� D/ I L 10.0 PSF TIL-CN(` MNM/HBG3 ALPINE TRUSS IN CONFORMA NCI WI rH TPI; Oft FADRICATINf,, HANDLING. SHIPPING, TNSIALI TNG& BRACING "F TRUSSES. �I ..• ` B C L 1 -ENG U U DESIGN CONE IP MS 4JIIH,1P PL IfA BLE PPDVIS IONS DF NUS (NATIONAL DESIGN S4((:, Uv AF&PA) AND IFI AI P)NE �••�� (ONNFCTOR PIATFS APE MADE OF ?O/18/16CIA (U,H/S/R) ASTM 4693 GPADF 40/60 (1'. K/H,S) GAI.Z SJEEI. APPLY ��AL ..av T 0 T.L D. 47.0 P S F S E 0 N- 13307 VI AIFS TO T ,N TACE OF TRUSS AND, TENT ESS nT H4 RN ISE LOCATED ON TATS DESIGN, POS1110N PIR DRAHINGS 1fi OA.-Z. AlpineEn ioeeredProducts, nc. ANY INSPFUIDA Of PL^TEs F"""NFD BY r.) `"""BE PEP IN A3 Dr rPu-?"n?11Y SF AI oN This nmM DUR.FAC. 1.25 FROM RON g "RAWING INDI:nIES A CEPTANCI OF PRU FISSI"HAL FNGIUEERING RESPONS IB IL[TY SOLEI./ FOR FITC IRUSS COMPO Nf NT 195DIVta[Ie)'Drll'e DESIGN SVIOWN. THE SUITABILITY AND USI OF THIS COMDONTN1 FOR ANY BOILDIN, IS THF PE5Li)VC jBTLITY Of TIIF Feb 03 '05 Haines ,n, FT 338 Bul .•' °IGNFr rPl I cnnClN ''.4.0" J rr 1SK �r' Z07 (D0788 Saig Resd Lot 1 Beach Ave & 15th St 15 7CJ NC) 1111S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ' Top chord 2x6 SP y2 N 120 mph wind, 19.52 ft mean hgt, ASCE 7 98, PART. FNC. bldg, Bot chord 2x4 SP y2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. BC 75 0.29 7.00 }20-11-4 R=168 U-310 rr 5 F 3-5-3 3 5-3 }1800 _ R 123 U-180 T' 2X4(Al) L-i�--2-0-0--:;;j 7-0-0 Over 3 Supports R-489 U-352 W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J5a 7' CJ 1L 1R) Top chord 2x4 SP #2 N 120 mph wind, 20.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP y2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. BC 75 0.00 6.88 / �21 1-7 R-181 U=-323 5 F—/ 3X5 (B2) = / 3-5 3 3 5 3 - / 0-6 13R-142 0-0 � R-142 U-180 r R--323 U-195 —6-10-8 Over 3 Supports a�"�nn""""nMnrry , GooQ y�,;,,....., Spm PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. "14 FL 3 R Scale =.375" Ft. 9" —WARN ING-- TRUSSES REOUIRF EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALIING AND RRAC[NG, t �+�C�{ � /� [ 'I 77706 / REFER (0 051 ",'I 1)l (BUILDING COMPONENT SAFETY INFORMATION", PUBLISHED BY IRT (IRUSS PI AIE INS1ilUIE, SB3 . IVY•2l/454 . TC LL 20.0 P SI R E F 8 1 5 1 /7 7 0 6 D'ONOFR I,I'D'., SUITE 200, MADISON, WI 53]19) AN WTCA (WOOD I Ol COUNCIL OF AMCRIf..4, G3llO ENIEPRR ISE LN MADISON, WE S3J19) FOR SAFETY PTO If.ES PRIOR FO PER FON MING THESE FUNCTIONS. UNLESS OTHERW[SC INDLCAFEO ; * ' TC DI 7.0 P S F DATE 02/03/05 IOP CHORD SIIALL HAVE PROPERLY AT fACHED STRUCTURAL PANELS AND BOTTOM CHORD SIIALL HAVE A LOU PF R LY AT CACHED 1i L RIGID GE II TNG. �. T OF .�• : �Q BC DL 10.0 PSF DRW HCUSR151 05034247 **IMPORTANT*�FURNISH A COPY OE THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGIN ECPED PRODUCTS. INC. SHALI NOT BE PFIP014SIBLE FOP ANY DEVIATION ED OM THIS DESIGN: ANY FAILURE 10 BUILD THE //�� B C L L 10.0 P S F FIC -E NG M N M/HBG 3 ALPINE TRUSS IN CONFOPMANC,E W ill TPI: OR FABR IT AIIN G. HANDLING. SHIPPING. INSTALLING B BRACING OF TRUSSES. O/�' R' �0��.� \" DESIGN CONFORMS WIIH MAPLFEA BLF PROM SIGNS 0F NDS ANATIONAL DESIGN ' F EC ' HY ESPA) AND IPI. ALPINE AL ��� � T O T.L D. 47.0 P S F S EON- 13306 CONNECTOR PL ATFS ARF MA UE OF 7D/I9/16GA (41,41 SPR) ASTM", GOO ARE 4OLED (H. K H.S) G�,L V. STFFL. All,PIV PLATES 10 EACH FACC OV TPUSS AND, IINI-ESS 0111!PW ISE LO PICU ON INIS OESIIiN. POSITION PEP DRAWINGS I1O!A-Z. �` 71pine ETI in erect Products, RC. ANY INSPFCHOP OF PLATES E011 OWED BY (i) SETAII DE PER ANNEX A3 pE [PIT 2D TO SE _3. A SEAL UN THIS pN►✓1ko"IdDRAWING INOICAIFS AI(FPTANCE OF PPOFE S SIONAL FNGINFEPING RE SPONSIBIIITY SO[EIY EOR THE TPUSS CDMPONENI ��//r D U R.F Ali. 1.25 F R O M R O N 1950 Marie Drive ONINT FOP ANY BUILDING IS THE RFSPOIa1BILITY )I TUF Feb 03 'D5 Marley DESIGN SHORN THC SDI t�BIL11Y AND 115E OF THIS COMP y„m Theca a.=r ori1 a84c ""I :-CIN 4.0 i 1SK Z07t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788 Saig Resd Lot-1 Beach Ave & 15th St J6 7'7"4 EJ NC) Top chord 2x6 SP #2 N 120 mph wind, 19.65 It mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP P2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL°-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.29 7.60 R=187 U=341 21 2 4 5 F- 3-84 384 i 1800 R=134 U 180 2X4(Al) L<--2-0-0—�aj ---7-7-4 Over 3 Supports —� R-515 U=368 W=5.5" yg GOOpS� , PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 4 T FL 3 R - Scale =.375" Ft. "WARNING— IPUSSFS REQUIRE ENTPEMF CAPE IN FARRICATION, HANDLING, SHIPPING. INSTALLING AND BPACIFIG. •� /� 20.0 7 (' REF [ REFFR IO RCS! 1 03 (BUILDING COMPONENT SAFETY INFORMAIIDN). PUBLISHED BY TPI (TRUSS PLATE INST ITUTF, SR_ No.264554 . T C L L 2 0.0 P S F R LI R 15 1 77707 D'QN OIRIO DR SU IIF PUO, MADISON, WI 51 1 ) AND WiCA (NOUD TRUSS CIIONCfL GF AMCR{C A, 6500 ENTERPRISE Lt • (' MADISQN, 41] SJ]19) FOR SAFE IY PRACTICES PRIOR 10 PERFORMING IHESF FUNCTIONS. UNLESS OTIIERWESE INDICATE . * T C DI 7.0 0 P S F DATE 02/03/05 TOP CIIDRU SHALL NAVE PRnPERiV ATTACHED SIR UC TUR AL PANELS ANp HOIIQM CHOPU SHALL IIAVF A PRnPERLY AAAI:NFI 1. L PIGID CETT INC. 0 TE OF BC DL 10.0 PSF DRW HCUSR151 05034248 *IMPORTANT'* FUR NI SFI A COPY OF THIS DESIGN IO IHE INSTAILATION LONTRACTOR. AI.PINE ENGINFERID PP VUUCTS Lf. HALL NI E RF PON UR A EN 1! S 11 B S $1BLE F. ANY pEV1ATIl FROM THIS DESIGN; ANY TAILIIPE TO DUIIU 1HE {� [E,�(� E�'F,,� LJ (� ALPINE TPS IN CU NF ORM ANCE WITH IPI: OR FARR E1,A11NG, HANDL INC, SHIPP 7NG. INSTALLING 8 RRACINO nT (P USSFS. • "C L L 10.0 F C-F.L'IY U IV I'( IIB`^3 DESIGN CONFORMS WI$IT APPLICABLE PROVISIONS OF NDS (NA FID NAL DESIGN SPE I„ BY AT RPA) AND IPI. ALPINE ••.•a....•• TOT T L D 4 7 0 P S F S F 0 N 13300 -NNECTOR PLATFS APE MADE OF 20/18/I6Gn (W,FF!S/K) ASIM A653 GPADE 40/60 (W, K/H,S) GAIN STEEL. APPLY /v+'^Ir EN & — PLATE5 TO FA.1f FACE YF TRUSS AND. UNLESS UIHFRWISE LE)CATEO ON THIS OF SIGN, POSITION PFI O.AWINGI 160" t ♦♦♦___ Alpine Engineered Products, nc. ANY INSPFCIIH OF PL"IES FOLLOWED BY (I) S"A'I SE PFP ANNE% n3 OF IPII-2002 SEf.I. SEAL ON IHIS {, D U R.FAC. 1.25 F R 0 M R 0 N p DRAIYTNG INOFCATES ACLFPIANCE OF PROI FS5IONAL ENGINEERING RESP nNSIR ILIIY SOI EI.Y {HP THE TRUSS COMPONENT F e U Q 3 1950 Marley Drive DFSIfN SHOWN, THE SUITABILITY ANU USE nF THIS Cn4P1NENI FOP ANY HUILOING 1S THE PFSPONS18111TY IV 111F E. ._Haines 338444 .. But ;1GxER _ -Irr I .»,,... E ¢. . .,:u, a C1 �4.0 1SK� ZOO,. [-" it: -- 1 "rtiSc t �_..�. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J6a 7'7"4 EJ NC) Top chord 2x4 SP #2 N 120 mph wind, 20.13 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #1 Dense not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.00 7.48 R=193 U-349 21 4-7 5 � 3X5(B2) 3 8-4 3 8-4 0 6 13 � R-158 U 180 8 0-0 R-352 U-213 7-5-12 Over 3 Supports — � ti,.uuN" �yg.GOFq�pSQ PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 4 r FL 3 R - Scale =.375"/Ft.p --WARNING— NTON BC SITR DI)I F THU I IDI NG COMV ONENi PF EXTREME APE IN S SAF FIN ROP MATION).HPUBLISHED BY SHIPPING, N(NRUSS TPLAIE INSTOITO BOATING. •� TC LL 20.0 PSF REF 8151 - 77700 No.26454 O'ONOFR ID DR.. Sl1ITC 200, MAUJSON, W1 53719) ANO WTCA (WOOD IRU SS CDBN-IT Of AIAER IC A, 53DO ENT ERPRISE LN • - MADISON. WI 53]19) FDR 5A1ETY PRACTICES PRIOR TO PERFORMING THESE FTINCIIONS. fNILESS OIHERWISC INDICATED /� * ; * TC DL 7.0 PSF DATE 02/03/05 TOP CHORD SHAIL HAVE PROPERLY ATEAC HED SIP IIf TUR AI PANEIS ANB BOTTOM CHORD SHALL IIA VE A PROPERLY AT AT LIED - R1,10 CE It INC. S• TE OF d BC DL 10.0 PSF DRW HCUSR151 05034249 "IMPORTANT'*ITT NISH A COPY OT THIS DESIGN TO THE INSIALIAIIDN CONIRACIOP- ALPINE ENGINEFREO • •. ALPINE PPODUf T$. INC. SIIALL NOT BE PE SPONSI BIE FDR ANY DFV IA710N FROM THIS DE SiIiN; ANY IA1lURT TIIBUILD 111E ORIOP� BC LL 10.0 PSF HC-ENG MNM/HBG3 1RUS5 IN fO NT DRMANCE Nl ill TPI: HR EABIt1 CANING. I/ANOL INf., $HIPPING, INSTALLING R BRACING DF TRUSSES. • •.•. .••. DESIGN CON'ORMS WITTI APPLICABLE VROVISITIN5 DF NOS WANTON AL DES TEN SPEC. BY AIAPA) ANO IPI. It PINE - CDNNECTOP PLATES ARE MADE 01 20118116GA (YI,H/S/N) ASTM A653 GRADE d0/60 (14. N H.S: G,d V. STEEL. APPLY 1Y AL � T O T L D 47.0 P S F S E 0 N- 13299 VI ALES Ill EACH FACE OF TROSS AND. O"LESS OTHERWISE LDC'IEO UN THIS VISION. POSITION PEP DRAVIINGS IEDP-Z.�Ipine EnnnitleBCCd1XiOdLIC1S, i1C. ANY INSPEOIIDN O' PLATES EOLLOWEO BY (l) SHALL BE PEP ANNEX Al OF TPI:-2002 11C.H. ASEA' .N IBISDUR.FAC 1 25 FROM RON C DPAWINC. INDICAIES ACCIPTANCF OF PROTt SEIONAL ENGINFEPING RE SP O N S IB IFI IY SOLEtY 10 R INF 1R USS CO 11P NI 1%Marley Drive DESIGN SHOWN. THE 111IIABII TTY AND ITS' Of THIS CDMPINFNI FOR ANY 01IItDING 15 IHT RtW(OP,IBIIITY of Illy Feb 0 Haines 338 BU1 111111 'IRI I ^^ _C I N -'.4.0 'rtiftcat - - – ..,amu n h �_,v:, ,�2.,a _�..na,, ,5ro.,ti� -..., - .:: ;.: .�. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788 Saig Resd - Lot 1 Beach Ave & 15th St J7 6'8" HJ D 45') Top chord 2x6 SP N2 N 120 mph wind, 19.46 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP ff2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 6-7 8 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) BC 102 0.29 9.37 Deflection meets L/360 live and L/240 total load. 20-9 9 3.54 3X5% R=221 U-324 3 3 5 3 3-5 0 6 3 �— 1800 1.5X4111 5X5= R--388 U-180 3X5(A1) -2-9-15—� 9-4-6 Over 3 Supports R-543 U-561 W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J8 7'7"4 HJ D 45') Top chord 2x6 SP #2 N 120 mph wind, 19.66 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP W2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, Webs 2x4 SP #3 wind BC DL--5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 7-6 12 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) ENO(FT) BC 82 0.07 10.47 Deflection meets L/360 live and L/240 total load. HANGER— SIMPSON'S THJA26 OR ECUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. / 21 2-4 R-208 U=303 3.54 r— 3X5% �� / 3-8-0 3-8-0 0-6-3 J �j1800 �� 1.5X41{{ 5X5= R =597 1J-324 rr 3X5(Al) —2-9-15-- 1 �E 10-8-5 Over 3 Supports R-677 U-691 W=7.028" LS 600 s PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. •V.14 rCc• FAL 3 R - Scale =.375" Ft. —WARNING—TPUSSFS REOUIPE EXTREME CARE IN FABRICATInN, HANDLING, SHIPPING, INSIAILING AND HPACING. .� 1�Q.2���� � T C LL 20.0 P S F REF F R 1 5 1 77710 RCFER TO BCSI 1-113 (RU II PING CUMPONENF SAFE IY INFOP MAT IO N). PUBLiSHFO BY FPI (TRUSS PLATE INSTITUTE. 583 V . D'ON VF 0.10 DP., SUITE 200, IA HISSDN, WI 537 L9) AN9 WTCA (WOOD TRUSS CUD NC SL 11F 1MERICA, HiOU ENTERP P.LSE LN 0 : '] MADISON, III 53)19) t0R SAFETY PRACTICES PRIOR IU PFRfUR"ING THESE FUNCTIONS. TIN LESS OTHERIJISE 1NUICAiTD T/` DL 7.0 PSF DATE D2/DJ JD5 TOP CHORD SIIALI- HAVE PPOPERIY ATTAC,HFD STRUCTUNAI_ PANIT AND BOTTOM CHOPD SMALI HAVE A PPOPFRLY ATTACHED • • 1• _ RIGID CEII ING. . T T� OF . - BC DL 10.0 PSF DRW HCUSR151 05034251 —IMPORTANT♦+FURNISH A COPY OF TMIS DESIGN ID Ti1F IN STAi.t ION CUNTP.AC1nR_ ?LP INE ENGVNEERFU 1 A ••`�, �I((`` LJ /� ALPINE PRODUfTS, INC. SN Lt NOT BE PFSPONSIBLF FDR "I pEVHATION FROM THtS DCSIGN; NY TAtITIRE TO HU1LD THC Q R`Q •C\� B C L L _ 1 0.0 P S F H -ENG M N M/IIB U 3 TRUSS IN fONF IPfIA NCE Wl tll TP1; 0R TAPH ICAIIN G, HAND INf., SHIPPING, INS T.LL 111,R OR Af,I NG OF 1RUSSFS. • �.[ ••• DESIGN OHNE,RMS WITH APPLICABIE PROVI%]ONS OF NDS (NAT TONAL DESIGN SPEC. DY FRPA) AHD IPI. ALPINE ••�, /�` • T O T L D 47.0 P S F S EON- 13374 CO NNFCIOR PI nIFS AVE f1 YDE OF 2Uj IH 1FGA (W.11/S/K) ASTM A653 GP A.DE Hf rhO Itl, k�H,ST [.ALV. STFEL. APPLY 'n RJ f��Y\ PLn1F5 TO EA.N T"F OF "USS AND UNICSS OTDFRWISE LTC AFED ON THIS DESIGN, IT III- PEP ORAWENGI I1;UA Z. H VVV ine Engineered Products, nc. ANY INSVECTION OF PL,IES 111 LOWED HY I SHAII HE PEP 4NNEY A3 OF IPI,-LOOP S S a. A SEAL N IVIS /� DUR.FAC 1 25 FROM RON p 1950 MBTIQ nTl\C DRANING IND Ifs 115 Af CI PTANCF U4 PP OFESSIONAL ENGINEER INC,RESP OIIS IHII.IIY StL EtV ION THF IR IISS COMP INFNT Feb 03 '05 ---- Marley DFSIGN $1DOWN THE SHIT\Rll ITY AND 115E OF fill% tOCPONFNI FON ANY RUII.DING IS IIIT RTAVIN�INII IIY k)"I"11111 (� °-r-_n;0rtificati�.�,,.rtion3ra84 ,.,-�s� eut ,rGNFR irPl I - .�t.:i.-_: ,= ..:: v .: .,r::, '. -; .w.:.. .., t; ':�.,.:�-' " ��ra, THIS UWG PREPARED FROM CUMPIIIER INPUI (LUAUS & DIMENSIUNS) SUUMIIIELI UY IRUSS MFH. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J9 1' CJ 4L 5R) Top chord 2x6 SP #2 N 120 mph wind, 21.11 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP b2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: PROVIDE (3) 0.131"X3" TOE-NAILS AT TOP CHORD. CHORD SPACING(IN OC) START(FT) END(FT) PROVIDE (3) 0.131"X3" TOE-NAILS AT BOTTOM CHORD. BC 9 0.29 1.00 R- 306 U-335 21-6-4 1 0.6 1 0-6 21-0 0 -- J- / 3X5 (Al) R= 6 U-180 -2-6-0� 1-0-0 Over 3 Supports I—I R-557 U-570 W-5.5" 600 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. (114 FL 3 R - Scale —WARNING— TPUSSES REQUTRE EXTREME CARE IN FARPICArION, HANDLING, SHIPPING. INSTALLING AND BRACING. .' �Q.26Y�4 : T C L L 20.0 P S F R E F R 1 5 1-- 77711 R E T EP 10 HIST I-07 (BU ILUING COMPONENT SAFETY INf ORMAT PURI ISHEU BY IPI (IR USS PLATE INS.I.B T E. SB D ONOFRIR DR.. SUITT 11, MADISON, Hl 53]19) AND WT f.A (WOOD 1R USS COUN f.IL OE A19CPl CA. GILD ENTERPRISE L j MADTSON. HI 5371 q) HIR SAFETY PRACTICES PRIOR TQ PERFORMING MESE EUNCTIQNS. UNLESS OT HERHISE INDICATEI T C D L 7.0 P S F DATE 0 2/03/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED SIPITCTHRAL PANELS AND BOTTOM CHARD SHALL HAVE A VR.D PERLY ATT AC HEI RIGID CFIL LNG. , • T TE OF BC DL 10.0 PSF DRW HCUSR151 05034252 —IMPORTANT— FURNISH P COPY OE THIS DESIGN IO THE INSTALLATION CONTRArTOR. ALPINE ENGINEERED •� �: ALPINE PRHDDE iS. INC. SNALT. NQT BE RESPONSIBLE FOP ANY DE VIAIION EPOM THIS DESIGN: ANY IAILURE TO BUILD THE B C L L _ 10.0 P S F HC-ENG M N M/HBG 3 "LIS IN C NI 1I P.M ANCE WITH IPI: OR IABP ICAIING. HANDLING. SHIPPING. INSTA(LING R BRA(:ING OF TPU SSES. DESIGN CUNF)P MS GI III APPLICABLE PROVISIONS OE NDS (NATIONAL DESIGN SPEC. BY AEFPA) AND TP 1. ALPIN( �• f,0NNCC1OR TInTES ARE HAHE Or 2(I/IBIT6GA (N.H/S/K) ASTM A653 fRADF 4(1;60 (W. K/H.S7 G,=L V. S1EEL. APPLV 'O�I'.F �� T O T L D 47.0 P S F S E 0 N 13278 PLATES TO IACH LACE OI IPUSS AND. UNLESS WHIPN ISE LOCATED UN TII IS DESIGN. POST LION LIR DRAWINGS I—I'l71pine Engoineered Products, nc. ANV 1"SPE"'UN QE PLATES FOI LOWE0 HY (1J SHAL' BF PER ANNEX 43 OE TP 1120(12 SEE.+. SEALTHIS1 DDR.FAC. 1.25 FROM RON I9%p pPAWING INI17C.AEFS ACCf�IANCE OF PPIIfESBION'.I ING INE EP ING RESPONSIBILITY SHL ELY IHR IIII TRUSS COMPHNFlII Feb D3 ID5 Merley[hive DI SIGN SH UN, THE SUITARILIIY AND 'ISE 111 THIS CIIRIPBITENT IOP ANY BIT'III- IS iHf PE111NSIRIL I1, LIE THE /` - - (`�/ :L...>:RlfiM dl •• �r'DRZa t0 ,:._ 9111 IGN(P P IPI 1 CIN 4.0 J _ 1SK Z07 IITIS UWU PKLPAKtU FKUPT I,UMFUItR IWPUI (LUAU) b U1MtINSIUINY) �UBMIIILU BY IKUJJ MER. (00788 Saig Resd Lot 1 Beach Ave & 15th St J10 3' CJ 4L 5R) Top chord 2x6 SP #2 N 120 mph wind, 21.61 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 33 0.29 3.00 6F— T 2264 T R--8 U-180 2-0-6 2-0 6 R-45 U-180 21 0 0 2X4(A1) -2-6-0� 3-0-0 Over 3 Supports R-396 U-332 W=5.5" �,gpeW�n"q►ppe y�.GOODSp Q►.••q-tiFic''• 4, PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. © I4 �j"• FL 3 R - Scale =.375" Ft. —WARNING`* IPTISSFS PEOUIPE EXTREME CAPE IN TABPIC.ATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • • � T C L L 20.0 P S F R E F R 1 5 1 77712 REFER TO BCSI 1-D3 (BUILDINf.COMPONEN( SATE IV INIORMATI11% PURI.ISHED BY IPI (TRUSS PLATE INS1Ilull, 583 No.26454 p'0N0 Fft 10 DR.. SUITE 200. MADISON. WI 53719) ANO'TCA (W000 7RUS5 f,O UNCIL OF AMERICA, 0300 EN TEAPR ISE LN MADISON, WE 53714) EOR SAFETY PRACTICES PRIOR TO PERFORMING TIIE SF FUNCTIONS UNLESS 01 HERD ISE INDICATED • * TC DI 7.0 0 P S F DATE 0 2/0 3/0 5 IOP CHORD SHALL HAVE PROPERLY ATTACHED SIPUCTURAL PANELS AND BOIIITM CHOPO SHALI HAVE A P"'FEELY AIIAf HED L .J J BIG ID CEILING. 00 E OF :cz BC DL 10.0 PSF DRW HCUSR151 05034253 *IMPORTANT—FNPNISII A COPY OF THIS DESIGN TO FHF INSIA.LLAI ION FONTB 1T,IOP. ALPINE FNC.INFFRFD PBLIIII TS. LINT,. SHALI. NOT BE RESPONSIBLE IDB ANY DEVIATION IROM THIS DESIGN: ANY FAILURE FD BDIED ,HE ' ORI R� - B C L L 10.0 P S F H C-E NG M N M/HBG 3 ALPINE IRU SS IN CO NF OR NIA N I, 417111 TP'11 OR FABP IC A'ING, IT AN OL IN G. SHIPPING. INSTALLING 8 BRACIHfi Of TPUSSES. DESIGN CONE�R MS WITH APPL ICPRLE PROVISIONS OF NDS (NAI 10111 DESIGN SPEC. BY AF%PA) AND IPI. ALPINE • •, I:ONNFCTOR PEATFS API MADE OF 2O/I0/7lGA (W.H/S/K) ASTM A653 GRAOF 40/50 (W K/II,S) GALV STEEL. APPLY ••...• � � TOT.L D. 47.0 P S F S E ON- 13277 PI ATFS ID EA`IT FACE OF TP USS AND. ONI FSS OIFIEPWISE LOCATED 011 11115 DESIGN. POSITION PEP DRAWINGS 1(57A n ANY INSPE(IIDN OF PIAIES FOLLOWED BY (T) SBALI RF PEP ANNEX A3 OF IF II-1011[ SCC.1. A SEAL ON IHIS CONAL. D U R.F A C 1.25 F R OM R 0 N ipine Engineered Products, nc. DPAWING INDILATFS ACFEPI.ANCE OF PBOFFSSIDNAI FNf61NEERING RESPONSIBII IIY SOL FIV IOR THE TPIHSS COMPONENT ��� 1950 Marley Drive DESIGN SEIIIIN. THE SUIIABiIITY AND IISE OL IDIS CIIHPONENI FOR ANY DIVIDING IS TBF Pt AONSIBILIIY OF THE Feb _ Haines 'r, rT 33844 BIIIt "IGNCRP TPI1 ^^•rIN 4.0 J 1SK Z07 �.`.-..tificat ..�ariza6o �. __, ea - (00788 Saig Resd Lot 1 Beach Ave & 15th St J10 3CJ (alt Brg) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. ' ) Top chord 2x6 SP #2 N 120 mph wind, 21.61 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 36 0.00 3.00 6 F— R=2 U=180 T 22-6 4 T 2 0 6 2 0-6 21 0-0 R=--64 U=180 2X4(Al) 4 2-6-0 E 0 8 3-0-0 Over 3 Supports R=495 U=378 W-3.5" y00psy� w�Nob.�• PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.0 D 4t4 FL 3 R Scale —WARNING"TItDS5E5 PEDttIRE EXIpFME GARP IN IABRICAIIDN. LANE?INC. SHIPPINf,, INSIAitIN(. AND eencrN,. No.26454 TC LL 20.0 PSF REF R151 77713 REF CR TO 11SI I-!)3 (BI11LD(NG C(IMPD NE NT SAF E TV INF ORMATfUN). PU8LISHED BY FPI (TPUSS PLATE INSTITUTE, 583 • D'ON OFR7O DP.., SUT1E POU. MAp ISDN, WI 5171°) AND WTCA (WOOD 1RUSS f,OUNC IL OF AFIERICA, 6100 ENT FRPRISC LN, Z • '7 MADISON, WI 51)1'3) FOR SAFEIV PRACTICES PPIOR TU PERFORMING THESE IUN"'UNS. UNLESS OIITERBESE INDICAILD, T C D L / .D P S F DATE 02/03/05 TOP CHORD SHAIL HAVF PPOPEPIY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAI I. HAVE A PPUPERLY ATTACHED 0 RIGID CF(LING. .p'.� , E OF r BC DL 10.0 PSF DRW HCUSR151 05034254 `*IMPORTANT'* FURNISH A COPY OF THIS DESIGN 10 THF INS TALIAIION f.ONTPAC TOR. ALPINF FNGINEERFD ALPINE PR UDUCTS, INC. SHAH NOT BE RFSPONSIBLF FDP ANY BE To ION FROM THIS DESIGN: ANY FAILURE i0 BUIID THF O Q R 10 t.- ��� B C L L 10.0 P S F HC-ENG M N M/HBG 3 TNUSS IN CONE OR MAH' WITH TP 1: OP TABR ICAIINP,, HAN DI TNG. SHIPPfNG, INSI AI.L TNG 8 BRACING!1F TP USSE S. DE ti1GN CONF)RMS NIIH APPLIC.n BtE PPDVISI0N5 DF NDS (NATIDNAL pES(GN SPL( BY AERPa) AND IPI. ALPINE ^ .. ��... CONNEC IIP PLATES ARF RADE OF l0/IB/16C,A !W,H(5(K) A5tM_651 GP ADF AOEpO (1!, K,H.S) GA1 Y. STFI1. APPLY u vTOTLD 47.0 PSF SEON- 13288 MATES lC E�I:H FA!'1 OF TPIISS AND. II NI.ESS OI UEPWISE tUF HIED ON 111 DE SI.N, PDS11)DN PEH pPAWINGS I,0L" ONAL '1 [ F,,t .a hNY INSPI CII IN OF PLA IFS FOLLOWED BY (l) SIIAti. RF PFR ANNC% Al RF IP II 2!O2 SFC_1. A SEAL ON THIS fNn....I'• DUR FAC 1 2J FROM R0N AlpineEngineere PiOdUGt9, Inc. DkA4lLHf iNDIfATFG AFCEPTANCF OF PROFE5110Na1 ENGINEER TNG PESPONSiBILITY SOLCLY FOR illC lkI1SS COMPONENT ��In�}�'}��g ~ I950htaFley'Dme DESIGN SI OU THI UlIAB11IlY ANC 1151 OI TEL fDMPDNFNT IUP ANY BUILDING, 15 Illi Is 713111111 )1 THE Feb 03 VJ 1.' ` t3' fi'Haine[�cn:^srs'r-^.oriZ84AW Ya. Nu 11 .... .::i,NeP TPI 1 ..CI1Y '4.0 J �" 1SK "' Z07 THIS DWG PREPARED FROM CUMV01tR IINVUI (L,unw a uTr�c�.�, �1 �� ....,.„ (D0788 Saig Resd Lot 1 Beach Ave & 15th St J10a 3' CJ 1L) Top chord 2x4 SP #2 N 120 mph wind, 22.28 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. BC 36 0.00 3.00 3X5 (B2) = 6T T R-79 U=180 +22 6 4 2 0-6 J— � 2-0-6 0 6 6 21-0-0 R--62 0=180 R=141 U-180 3-0-0 Over 3 Supports /44 gG0 FicaPLT TYP. Wave TPI Desi n Crit: TPI-1995 STD FBC 7. �' FL 3 - R Scale =,375" Ft. —WARNING— WI II B CS1i]FUSSES(13 (BUIIDIIRE LXIPEED ING COMPONENT ARE IN SAIFT Y F I NPORMAlION),IIPUBLISNED BY SHIPPING. N(,TRUSS FPLATE' AND INSTTITUTE IN 683 • • No. TC LL 20.0 PSF REF R151 77714 D'ON OFR IO UR., SUITC 200. MAV ISON, WI 53719) AND RICA (WOOD TRUSS COUNCIL OF (,TRUSS RICA. 6:100 ENTERPRISE LN j MADISON, WI 53719) TUN SAFETY PRACTICES PRIOR iD PTRtDRMTNG IHE.SE toNCFIONS. UNLESS OTHERWISE INDICATED . * T C D L 7 0 PSF F DATE 02/03/05 111 POOR D SHALL IIA VF PROPFPI.V ATT AC IED STp DCTUP.AI PANELS AND BOTTOM CHORD SHALT. HAVE A PROPERLY ATIACHED RIGID CE II INC. S E OF BC DL 10.0 PSF DRW HCUSR151 05034255 "IMPORTANT'* FIIPNISH A COPY OF THIS DESIGN TO THF INSTALLATION CONTRACTnp. ALPINE FNGINEF RFD ALPINE IPUDUCIS, INC. SHAL! NUT DE RESPUNSFBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE T'I BUILD THE O R tOP•� B C L L 10.0 P S F HC-ENG M N M/HBG 3 TF USS IN fnNf OR MANCE WITH 1PI: (1R IABR ICT\TING, HAN OLINf,, $41I PIING. [NSTAII ING R BRAC INf. 'IF TPUSSF S. DESIGN CONInPMS WE APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPEC. BY AI RPA) AND IPI. ALPINE .`-.r••••- •/.�` CUNNICI)R PTATES ARI MADE OF 2(11181166 (W,Hj SIK) AS IP1 Afi53 GRADE JO/6U (Li, k/H,5) Gnf1. STELA. A IFY N TOT ED. 47.0 PSF SEAN- 13293 PLATCS lO FAI:11 FACE OF TF USS AND. UNLI SS !)THE R 11 i SE ,(I t:AT ED ON THIS DISIGN, POSITION PER DRAWINGS IFO A-1. IN ♦♦♦��� ANY 1NSP Cl:I ION UI PLATES FOI LOVED BV ( ) SHALL OF PER ANNEX A3 Ot T➢I1 1002 SEf',l. A SEAL ON 1111 ••IZ4 �N (pine Engineered Products, me. ANAWINO IND CA AT PTANCE OF PROF FSS ION Al FNO NFFRINC,PL SPO NS IB II IlI SnLEIY FOR THE TR OSS COMPONENT Feb VJ DUR.FAC. 1 .25 FROM RON 1950 Marley Drive DESIGN SHOWN. THE SUIIABniJY AND USE OF THIS COMPONENT FOP ANY BUILDTNG IS THE PrSPnNSTBI111Y OF TTF - Haines itv.FL 33844 Buu 1w nEaT r,NrP F P AacrirPT L r P ,rtifi at .xi ti .,.),- . s. .;. ..,- : ., :; _ a. ,:. �.._.n.- ..iY ,, >; :. ,.._.,: �"'"-- :: .? J (D0788 Saig Resd Lot 1 Beach Ave & 15th St J11 5' CJ 4L 5R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY (BUSS HER. Tap chord 2x6 SP #2 N 120 mph wind, 22.11 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 57 0.29 5.00 R-85 U=207 23-6 4 6 F- 3 0 6 3 0 6 R=84 U-180 -� 21 0-0 2X4(Al) L<-2-6-0-3�;J �5-0-0 Over 3 Supports R-452 U-343 W=5.5" y�.Goo©o�, ••.r.rrr• PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. rtrx'14 T FL 3 R - Scale =.375" Ft. —WARNING'S TRUSSFt REOLIIPE EXTREME CARE IN FADRICATIDN, HANDLING, .SHIPPING. INSTALLING AND BRACING. j REFER TD IT 1-03 (BUILDING COMPONENT SAFE,Y INEDRMATION). PUBLISHED BY TPI (TBD SS PIAFE INSTITDIE, SH3 ; No.26454 . T C L L 20.0 P S F R E F R151-- 77715 D ONO FRIG OP„ SUITE 200. MADISON, WI 53719) AND WTCA (WOOD TP,USS CO UNC TL OF AMERICA 6300 EN If NPR LSC tN, • • MAD($ON VII 531191 FDR 9AERIY PRACTICES PRIOR TO PE RIORMING TIIF SE FDNCIIDN S. HNLE SS OTHERWISE INDICATED. : * : T C D L 7.0 P S F DATE 02/03/05 TOP CHORD SHALL II AVL PROPERLY ATTACHED STRUCTURAL PANELS AND WWII CHORD SHAI HAVE A UP ER, AIT ACLIED 0 . RIGID CE IIIIIG. �� TE OF '� • BC DL 10.0 PSF DRW HCUSR151 05034256 **IMPORTANT** FUPNI SH A f,OPY O, THIS DESIGN TD THF INSTALLATION fONIRACTOR. ALP RIE FNGIHFFRED • � PRODUCTS. INC. SHALT NOT HE RESPONSIBLE FOR ANY DFVIAIION FROM THIS DESIGN; ANY FAILUPF TO BUILD THE +•O`��.A ALPINE IP BSS IN CONE OP MANC,F WITH III; NR FAHPlf.AIING. HANDL INF,. SHIPP(Nf,. INSTALLING B BR Af.IND OF IRUSSE S. R B C L L 1 0.0 P S F H C-E N G M N M/HBG 3 DESIGN (iNFI RMS WITH APPLICABLE PROVISIONS DE NDS 1NAI10NAL DESIGN SPEC, BY .11 1A) IDD TPI. ALPINE . A() 14 If,TOR PI,IFS ARE MADE DF 20/IB/l6GA (W,H/5/N) ASI" AO 53 GRADE d0/Fi0 (W K/I1,5) GAt V. STEEL ,,PP LY �ONA�.� , TOT ED 47.0 PSF SEON 13275 PIAFES TO TACH FACE 0t IPUSS All D, UNI FSS 0111WLSF LOCATFU ON III IS DE SI N POSI)ION PEP DRAWINGS 160A.-Z. A`( lue Engineered Products, n, ':NY INSPECTION OF 'LA'EFS -LLOWEO BY (i) SHAtI BE PFR ANNFX A3 OF FPI1 20 SF1,11 A SLAT ON THIS --- p uNAWING INNICAIFS TIL-PIANCF O, PPO,fSSIONAL ENGINEEPIN6 PESPUNSIHII.IFY SOLELY FOP IBE TRU55 CUIIPUNENF rum D U R.F A C 1.25—FROM R 0 N ( '{�q 1950 Marley Drive DCSIGN SH0 N. IDE SUITABILITY AND IIS, Ur rDIS COMPONENT ,OR ANY DII TIDING TS TH, P111 ONS IBTIITY lF IIIF Feb 03 VJ .Haines ^ vE 3354 ROIL ••- _ IGNRR I _ rPI t - - .,:,ttificat ..:.CIN ,, a.oL _I J :_...: 1sK ..:: ...;:._zo7 ; THIS DWG PREPARED FROM COMPUTER INPDI (LOADS & DIMENSEUNS) SUHM1IIED BY MUSS MIK. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J11 5' cJ (alt Brg)) Top chord 2x6 SP y2 N 120 mph wind, 22.11 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 60 0.00 5.00 R-83 U-215 23 6 4 6 � 3 0-6 3-0 6 / R=28 U=180 21 0 0 _ 2X4(Al) 8 4 —2-6-0 0 �-5-0-0 Over 3 Supports R-510 U -356 W=3.5" G y�• , .......y PLT TYP. Wave TPI Design Crit: TPI 1995 STD FBC 7. x.14 wF� FL 3 R Scale =.375" Ft. —WARNING— TRUSSES REOI/IRE FXIREME CARE IN FABRICAIION. HANDLING, SHIPPING, INSIALLING AND BRACING. • N4�.� 2A5,Y • T C ILL 2 0.0 P S F R E F R 1 5 1 77716 REFFR l0 BC51 1-0I (8111 LDING COMPONENT SAFETY INFORMATION), PURL TS HEU BY IPI (IRUSS PL AiE INSTITUTE. 583 D'DNDFRIO UR., SOI FE 2OU. MADISON. WI 57]79) nND WTCA WOOD TRUSS f,OONf,IL OF AMERICA, 61D0 ENTERPRISE LNMD ISD N. WI 53]197 FOR SAFEFY PRACTICES PRIOR ID PERFORMING THESE EUNCT IONS. DN1ES5 DT HERWISE INDIGAIEDTC DL 7.0 PSF DATE 02/03/05 IOP CHORD SIIALL II AVE PROPFRLY ATTACHED STR.IICLIIRAL PANELS AND BD ITOM CHORD SHALT HAVF A PROP E RIY AI TAf HEDRIGID CEIIING. TE /'O � BC DL 10.0 PSF DRW HCUSR151 05034257 "IMPORTANT`* FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION (ONTRAC,fOR. ALPINEFNGIPRODUCTS, INCSHALTNO1 BE RESPONSIBLE EORANYDFVIATIONFROMTHISDESIGN: ANY FAILURE TD B C LL 1O.O P S F H C-ENG MNM/HBG3 ALPINE TPUSS IN C0NF11RM 4NCC WITH TPI. OR FAORICATING, HANDLING. SHIPPING. IN51n1 LING 8 DP ACING OF TRUSSESDESIGN CONE()RMS WI 111 APPLICABLE PROV 151ONS OF NDS (NATIONAL DESIGN SPEC. BY AFRPA) AND TPI. AI.P INE •�•••� ('O NNEC I'R PLATESAREMADE OF PD/IB/IBGA IWO'H'/K) ASTM A653 GRADF 40/GO IH. K/H,5) f,P�LVSTEEL. APPLYNA� TOT.LD. 47.0 PSF SEON 13207 AIFS TO EACH TAFE OF IRUSS ANO, UNLESS OTHERWISE LOC MID ON THIS DESIGN, POSITION PEF DRAWINGS IFOA ZYAV1Vp ,a ANf 1NSPEOIIDN OILATES FOLLOWED BY (iJ SIIALL BE PER ANNEX A3 DF TP(I 2O !SEf..3. A SEAL ON IHIS .�.w'�� D U R.F A C 1.25 FR0M R 0 N �Ipine ElI,p?,?1110ECCd Products, nc. OR aW LNG TNOICAIfS CCEPIAN CE OF PROCESSIONAL ENGINC EKING PC IF,, yOLEIY FOP THE IPOSS CIIMPO1111 Feb �••••- I9JOMaEtCy�Ilb'Q IIF SIGN SHAWN. THk SLIT IhDILI TY PND /SF 1T IIIfS V 03 05 � ----��,,,,� Hi' Sol COMPONENT FOR ANY i1IIILIIING IS illE RT SPD NSIHILIIY OF THF — — �ltificat lriza4o Bun IGNrR TP1 1AMP, A, i IN -- [HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY IHUJJ MEN. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J12a 7' CJ 1L) Top chord 2x4 SP #2 N 120 mph wind, 23.28 ft mean hgt, ASCE 7 98, PART, FNC. bldg, Bot chord 2x4 SP fl2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.00 7.00 R-183 U=363 r 3}24 6-4 3X5(B2) = 4 0-6 4-0-6 0-6-6 21 0-0 7— R-146 U-180 R-329 U-180 --7-0-0 Over 3 Supports ---� �n g.G00_Ds ' Q`A•••'••l�l• a y PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 5 .14 �` FL/-/31-/-/R/- `L 3 R - Scale =.375"/Ft. —WARNING—TRUSSFS REODIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTAIIING AND BRACING. : No.28 154 = T C L L 20.0 P S F R E F R 1 5 1 77720 REFER TO RCST I-01 (BUILDING COMPONENT SAFETY INFORMAIION). PUBLISHED BY 'IT (TRUSS PLATE INSTITUTE, SB3 D'ONOFRIO DR., SU I TC 200, MAD LSON, WI 11119) AND WT CA (WOOD TRUSS COUNCIL DF AMERICA, 6100 ENTERPRISE LN L,ADISON' III 53]19) f0R SAFE FY PRACTICES PRIOR f0 PERFORMING EHESE FUNCTIONS. ITNIESS OTHERWISE INDICA IED TC DL 7.0 P S F DATE 021 03/05 TOP CHORD SHALI II AVE PROPERTY ATTACHED STRUCIURAL PANELS AND RDTTOM CHORD SHALI HAVE A PROPERLY AITACHED � c � RIGID cF1uNG.- R TE Or (�/w��� BC DL 10.0 PSF DRW HCUSR151 05034261 **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR- ALPINE ENGINEERED •• A ••(•V ALPINEkEngineeredProducts, PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURF TD BUILD TBE ��R V�••��wv B C L L 1 00 P S F H C-ENG M N M/HBG 3 TRUSS IN CONIOPMANCF WITH TPI; OR FABRICATING, HANDLING, SHIPPING,, INSTALLING R BRACINIi OF TRUSSES. ♦ •• DESIGN CO NFONMS REIT' APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND IPI. ALPTNE •.•...••• COHNECIOR PLAFFS ARE MADE DF ZO/1R„FGA (W.ITE S/K) ASTM A65B GRADE 40/60 (W, K/B.S) GAI V. STEEL. APPLY +1�� ��.� TOT.LD 47.0 PSF SEON- 13290 PIAIFS TO EiC,H IACE OFTRUSS AND. TIN LESSOTHERWISELCCA TEU ON 1H15 DF SIGN, POSITION PEP DRAWINGS IIDA 2. 'T [ I7lllC . ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BF PEP ANNEX Al OF "IF "0,2.SEC3A SEAL ON THIS Mphti{ DOR FAC. 1.25 FROM RON pDR AW IHG iND1OAtFS AItFPTANCF OF PAOIE1i1wH1L ENGINEEP{NG RESPONSIBIL{FY SOLELY FOR THE IRESS COMPORENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE 0I THIS COMPONENT EDP- .ANY BTIILDING IS THE RFSPONSIRILITY OF THE F e b 03 '0 5 .A6..,_�tscat a.nzah 8111 GNIR PI , CIN '4.0 J .,. -;:,1SK -Z07t„ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IRUSS MER. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J13 8' EJ NC) Top chord 2x6 SP #2 N 120 mph wind, 22.86 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAI II, EXP C, wind TC DL 3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. BC 75 0.00 8.00 Id R=181 U=393 +25-0 4 4-66 466 +21-0 / R-106 U-180 21 0 0 C% 2X4(Al) 2-6-0 � --8-0-0 Over 3 Supports —� R-616 U-405 W-3.5" � ��M �y.GOOD ••r•rrgy /l PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. �Ae'��CY1 �t�`'�r. 5 FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDI.ING, SHIPPING,, INSTALLING AND BRACING. No.26454 : T REFER TO SCSI 1-01 (BUILDING COMPONENT SAT EIY INFORMAIION), PUBLISHED BY TPI (TRUSS PLATE INSIITUTF, 58_ f N 645 • I C L L 20.0 P S F R E F R151- 77721 D'ONO FR ID DR.. SVIIE 700. MADISON. WI 53]14) AND WTCA (W DOD TRUSS Cf1U Nf,11 . OF AMERICA. 6BDU ENTERPHE L IF MAp ISDN. Wl 53]19) FOR SAFETY PRACTICES PR TOR TO PERF ORNH NG THESE FUNCTIONS. UNLESS OTHERWISE INDICh T C D L 7 .O P S F DATE O 2/O 3/O 5 TOP CIIORD SHALL IIA VL PP.OPE P.LY ATT ACHED SIH UCIUR AL PANELS AND BOTTOM CHORD SHALL HAVE A PP.OPE RIY ATTACHED • RIGID CEILING. : C C OF • ./ BC DL 10.0 PSF DRW HCUSR151 05034262 **IMNDRTANT**FURNISH A COPY OF THIS DESIGN TO ION` INSTALLATION Ff1N iR ACTOR. ALPINE ENGINEERED �• ��/ PRODUCTS. ING. SILLLL NDT BE RESPONSIBLE FDR ANY DEV[ATFON FROM TIIIS DESIGN: ANY FAILURE TO BUILD THE `^)P B C L L 1 0.0 P S F HC-ENG M N M H B G 3 ALPINE TRUSS 1N fONT fIR MA Nf,E WITH 1P[: 0P FABR If ATING, HANDLING, SHIPP IN,, TNSI ALL ING 8 BR Af,1NGi OF tR Uti SE S. O O��:••_• `� / DESIGN CON FOR MS 411TH APFLICABIE PROVE SIONS OF RDS (NATIONAL DESIGN SPCC, BY AFBP A) AND TPI. ALPINE •rrr.• CONNICTOP PIAIFS APE MADE OT 20/!8/16 G,A (W,H/S/K) ASIM A653 GRADE 411/60 (W, N/H,S) G.,LV. SIEEL, APPLY �OIVAL T O T.L D. 47.0 P S F S E 0 N- 13289 PLATES TO EACH FACE Of IROSS AND, UNITSS OTHFPWISE LOCATED ON THIS DESIGN, POSITION PIP. DR4WIN(:5 I60A-Z. MMM II F,,� ,ANY INS PEGIION OF PLATES FOLLOWED BY (i) 511.41E AC PER ANNEX A3 OF 11'12-2002 SfC.3. A SE 0.1 I)N iH[5 D U R.FAC 1.25 F R DM R 0 N 71pine E:IIg1I1CCCCd Products, EIC. DR AN ING {N0lC 4i5S 11� 1% GI GF PRTOIS$SD11 AI E%GINk4P ll{G RF SP ON$BIV ITY SnLELI }OR INC TP USS CONRONENT p4Nq�n1p 1950 Marley DTll'e DESIGN SHIWN. THE SUITARII.ITY AND USE OF tHII LOMPONFNT FOR ANY BUILDING IS IHF PFSPYNSIBII ITY H THE Feb 03 05 Haines "' FT 33844 BUIL ^- —;NEE COW TPr 1 P. 'ficat )..a .. .._ .r _ .,:,i ,.. :, _„ :__ .. ., ,,_ : . L � _ 'y J 1SK .,: ,_Z 07 . : THIS DWG PREPARED MIM CUMPMItK 1MHu1 ILu— a unl��.�,�.�..,1 _,li,I (D0788 Saig Resd Lot 1 Beach Ave & 15th St J14 7' HJ D 45') ­ Top chord 2x6 SP #2 N 120 mph wind, 22.62 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, Webs 2x4 SP #3 wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 6 11 8 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) BC 111 0.29 9.84 Deflection meets L/360 live and L/240 total load. R-250 U-385 24-6-5 3 X 5j� 4.24 f � 4 0 2 4 0-2 0-6-6 +21-0-0 1.5X41!1 4X4= R-406 U-180 3X5(AI) = ---3-6-7 � 9-10-1 Over 3 Supports R-669 U-745 W-7.028" %'S g.G00 PLT TYP. Wave TPI Design Crit: TPI-1995 STD01.4rFBC 7. 4 F E FL 3 R ScaleAl —WARNING— IRIISSES PEOUIPE ENTPEMF CAPE IN FABRICATION. HANOI ING, SHIPPING,, INSIALLING AND BRACING. Al^• REFER TO HEST L-U3 (BUILDING COMPONENT SAFETY INFORMAI TON), PUBLISHED 8Y TPI (TRUSS PLAIF INSTITUTE, F83 . �YV LVY • TC L L 20.0 P S F R E F R 15 1 77722 U'ONOFR IO UR., SUITE 1OU, MADISON, WI SS 719) AND WTEA (WOOD TRUSS COUNC II. OF AMERIf.A, 63110 ENIERPRTSC LN, : f MADISON. Li[ 53]101 FDR SAFETY PEACTLCES PRIOR TO PERFORMING FHCSE FUNCTIONS. MICAS OIHFNWISF [NOICA FED. TC D L 7.0 P S F DATE 02/03/05 IOP EEO RD SHALL PAVE PROPERIY ATTACHED SIRUCIURAL PANELS AND BOTTOM CHORD SHALT HAVE A PROPERLY ATTACHED 60 - REGIO CEI(ING. i TE OF BC DL 10.0 PSF DRW HCUSR151 05034263 ALPINE 'IMPOR7ANT**FUPI SO A COPY OF THIS DESLGN TO THE INSTAI LFT ION CONIR Af TOR- (PINE ENGINEF RFO C�R�p�• [,��/ PPUUUCTS. IIIC. SHAH NOT DE PfSPONSIBIF FDP ANY OEVIaIUIN FNOM THIS DF SIGH: ANY FALLNRE TG PUIID THE r •�w B C L L 1 0.0 P S F HC-ENG M N M/HBG 3 TPUSS IN CONFO RMANf,F W1 1111 LPI; OR FAHR IC AT ING. HANDLING. SH IPP INf,, INSTALLING R BPAf ING OF TF US SC S. •�'••• • /\.V1 DES I C.N CO NI 0EMS W11I1 APPLICABLE PROVISIONS OF NDS (NATIONAL BESIGN SPEC. BY AFBP AJ AIID IPL_ ALPINE S �• (DNNEETDR PI n" ARE MADE TF 20/TD/D11A (H.E/S/K) ASTM A653 GNADE GD76D 111, R/11,5) GAIV. STEEL APPLY TOT.L D 47.0 P S F S E Q N 13376 PIA.TES IL EACII FACE OT TPUSS AND. II NL ESS 01111E RW[SE IOC A TIB ON THIS DESIGN, ,DSII TO PFP OP AW INGS IfiGA-j. ANY INSPECT[ON OF PLATES FOLLOWED BY (I) SHALT- Bk PEP ANNEX A3 TF IPI t-2001 SFI A A STAY ON FHI5 lid !pine Engineered Products, ❑C. OPAWING I,DIGATFS AC EE PIANEF Ol PNDFEISIBN^I ENGINE EN ING PEIPFINSIRiI.TTY SnIILV TOR THE 111111 EOMPONINI 8� D U R.F A C. 1.2 5 FROM R 0 N I950s�Marley`DTIt'C DF SI GN SHOWN. THF SII ITnB IL TTY AND USE III iO IS f011PIINFNT FOR ANY H(IILDINf IS TIIE PI SP�INSIB IL TTY OT TIIE Feb 03 D5 .-ettificat _.� noizat4 -�,._ HUI :IrxFa ;rPI 1 ,. - ..,-�,._. .. ,..: ..; ,. - - _ s� - ZO THIS OWG PREPARED FROM COMPUIER INPUT (LUAUa 5 UIrtJlaIu—) —ori II ILU oT Inw ..., (D0788 Saig Resd Lot 1 Beach Ave & 15th St J15a 8' HJ D 45') .' Top chord 2x6 SP #2 N 120 mph wind, 22.87 ft mean hqt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL-5.0 psf. :Lt Wedge 2x4 SP #3: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: The following trusses need concentrated loads at the end of CHORD SPACING(IN OC) START(FT) END(FT) their overhangs: 4 0-0 span/setback member on the 0-7-12 cant BC 120 0.00 11.25 side requires 87 lbs and the 4 0 0 span/setback member on the 0 7 12 cant side requires 87 lbs. Sub fascia beam assumptions: 6 7 5 sub fascia beam on the 0 7 12 cantilever side. 6 7 5 sub fascia beam on the 0-7 12 Hipjack supports 7-11-8 setback jacks with 0-7-12 cantilever cantilever side. one face; 0 7 12 cantilever opposite face. Deflection meets L/360 live and L/240 total load. HANGER- SIMPSON'S THJA26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: 25 0 5 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE R°-278 U-417 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 3X5% CATALOG FOR PROPER APPLICATIONS. 4.24 F-- % i 4-6-2 4 6 2 0�6 �21 0-0 1.5X4111 4X4= / 3X5 (Al) 3X8(Al) III � E13 6-7 0-15 11-3-0 Over 3 Supports R-876 U-1004 W=4.95" ► �" 80 4 C4 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. V)�J14 $ FL 3 R - Scale =.37511 Ft. —WARNING"'TPHSSES RFOUIRF EXTREME CAPE IN FABRICATION. HANDLING, STIi PP TNG. INST All TNG AND BRACING. T C L L 20.0 P S F R E F R 1 5 1-- 77723 "I ER 10 fl_ I i-Ol (BUILDING COMPONENT SAFETY INFORMAITDN). PDBI.TSHED BY ITT (TRUSS PLATE INSTITUTE, SB3 • • D'ONOER[0 UR SUITE 7nU. MADISON. NI 51719) AND W7CA (WOOD TRUSS CnUNCIL OF AMERICA, 6300 ENTERPRISE LN. MAD)SON. BI 51]19) FUR SAFETY PRAC11 CE5 PF TOR IO PERF URM,NO FHESC FUNCILONS. UNLE 55 OlHERWLSC INDICA FEU, T C D L 7.0 P S F DATE 02/03/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STR.UCTORAI. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATT11HEU RIGID CEII IN 11 ; ST TE �F BC DL 10.0 PSF DRW HCUSR151 05034264 **IMP17 RTANT** FURNISH A COPY OF THIS DESIGN TO THE INSi qI.I ATIDN CONTRACTOR. AIPINT. ENGINFFRCU �•` ��•�� p (��(` (�� �J ALPINE PPOSS IN INC. HAINOT BE RESPONSIBLE PoR ANY G.DEVIATION FROM THIS G. INN; ANY FAILURE SPACIN I() BUILD THE O R��•.� B C L L 1 0.0 P S F HC-ENG G M N M/TIB G 3 TPUS$ IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. IN4i ALLINC,B SPACING OI [PUSSES. �.�•��•�•• UES ION CONFOP M$WITH APR[ICABIE PROVISIONS OR NUS (NATIONAL UCSIGN SPEC. BY AF&P AJ AND IPI. ALPINE ❑INIT FIVE PEATFS ARF MADE OF 2(1/IH!lOGA (W,II/SiK) ASTM Afi5B NPADF II'f0 (11, R/H.S) GAIV. STEEL. APRLY •� T D T L D 4 7 0 P S F S E A N- 13378 �,a ,a P1.Aik5 T(1 C4CN (ACE Of 1R USS ANO, TINOTHERWISE LD:ATE0 ON IVIS DU S1 C.N. POSITION PEP DRAWINGS 3604-Z- inn Ell i-eerP.d Pro�iUClS, IjC. ANY 7N$RE IIDN J( P1-A TES EDLL OWED BY (i) SHA LI NF PER gNNEM AJ O( IPI]-2111)2 SF<,J. ,1 SEAL ON THIS DDR.FAC 1 25 FROM RON p HE_INN INDICATES ACCEPTANCE OF PPOI ES\10N4L LNGINFFP INf P.F SPONSIH II IIY SITU LY FOR THE IRDSS COM PDNI.NI Feb D 3 ,D 5 1950 Marley�ri,e DESIGN SO DEIN. IFIE SUITABILITY ANU USE OF THIS COMP NI NT FOP ANY BIIIIDING IS IIIC RFSI'ONSIBII IlY OF i11F (� Hainesfja Pr 33844, BU II Ir,NER P ..,:.,Irl 1 - .. .. 1.,.,(. e �."�;::�,�,'�.�, � ;�i .; � "..�, � - —z -S.. ,,rtific txizatio ...""y._ moi,..;; JR I H I J USE, FKLPnKLLT III Uri wr—I— (D0788 Saig Resd Lot 1 Beach Ave & 15th St J15 1' cJ 4L 4R) Top chord 2x6 SP #2 N 120 mph wind, 31.38 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL 5.0 psf. PROVIDE (2) 0.131"X3" TOE NAILS AT TOP CHORD. PROVIDE (2) 0.131"X3" TOE NAILS AT BOTTOM CHORD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) ** FASCIA BEAM DESIGNED AND FURNISHED BY OTHERS. PROVIDE BC 9 -0.13 0.58 CONNECTION FOR REACTIONS SHOWN. R- 196 U=180 6 (— �� 32-2-0 1 0 6 1-0-6 31 7 12 X5(Al) = R=1 U=180 ( 29-8 0 **R-174 U-180 T 1, 4-0-0---� �-5-0-0 Over 4 Supports R-513 U-624 W-7.625" QO©s� "11FIC 7! PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 2 .09 F FL/-/31-/-/R/- Scale =.375" Ft. —WARNING— RH55F5 1FDDIRF E%1REME FARE IN EAPRIEATIDN, HANDIiNE. SHIPPING, INSTALLING AND PRAC,NG. o. % T C L L 2 0.0 P S F R E F 1 1 5 1 77724 REFER 10 PI Sf I.111 (HU ILD INE COMPONENT SAFEIY INFORMATION), PUBLISHED BY 1111 (TRUSS Ill ATE INSTITUTE, sg'_ • 0 ONOFRIO DP SUIIE 200, MADISON, WI 53719) AND WICA (WO VD TRUSS COUNT IL OF AMERICA, 6300 ENTERPRISE LI (` MADISON, Of 53719) FDP SAF FTY PRAC IICCS PRIOR i0 PEP FORMING 1111 ENNCIE11N5. UNLESS OIH".1 INDICATC T(` D 1 7 D PSF F D A T[' 02/03/05 TOP 1,11111 SHAIL HAVE PIOPEP.II ATTACHED 51PO11111AL 111111 AND BOTTOM CHORD SHA11 HAVE A PROPIRIY ATTACHED O .� C L. L P If IO fI 11 INT,. � � • BC DL 10.0 PSF DRW HCUSR151 05034265 **IMPORTANT**FURNISH A COPY DF THIS DESIGN To IDE INSTALLATION r1NTPCTOP ALPINE FNGINEEPED • �.�• �� ALPINE PRI)DDFIS INF. SHALI N1T PE 1FSEDNSIBIE IDR ANY DENIA„ON FRDM THIS DESIGN: ANY FAIT IRF TD DDIID THF �ORlO...��� BC LL 10.0 PSF HC-ENG MNM/HBG3 IRU SS IN TONT DPMANCF YII III IP7; OP FAB1IC n.TING, HANDLING, SHIPPING, INSTALLING R PR�YC INf I)F 1P D5SES. •� DESLGN C Ni LPMS 141111 APPLICAHIE PROVISIONS TIE LIDS (NATIDNAt DESIGN SPCC. BV AFRPA) AND IPI. ALPINE � P III III FLET LAIC OF,1DDSs AND1 H Ill. 11E1R'11SI`OCAUD ONnTHIS°DESIGN, POSITION"`PER PRAN11N icoA ��NAL�` '`�` TOT.LD. 47.0 PSF SEAN 12172 REV 71pine En ineeredProducts, nc. A" 1CT1oNDEIEFrIIlDUEOn) R NNEXA1I,FI1 ; I tON ,01 DUR.FAC. 1.25 FROM RON g DRAWING I'TALES Ar FIPTANFF OF PROFESSIONAL FNG INEFRING RESPONSIFILIIY ILL; FDR ILL TRUSS COMP(1NFNi {{�� �95�M3C�E}'D[1S-C DESIGN SHOWN. IHE SUITAHIIITY AND USE OF )HIS COMPONENT FOR ANY BUILDING IS THF: RISPnNSIBILITY OF THF FEU D3 'D5 --- w Ci'(I Icaf „ :IOIIZd s PDI -SIGNER =•'::i.` .. ... ,,,. ... .. . ,_',: .. :. ,.;_ —;IP1I 1CIN 24. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J16 3' CJ 4L 4R) IRIS DWG PREPARED FROM COMPUTER INPUI (LUAUD G UIPIL IVJIuNJ) �uuTHLIItu o� In Top chord 2x6 SP #2 N 120 mph wind, 31.88 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL-5.0 psf. SPECIAL LOADS -(LUMBER DUR.FAC. 1.25 / PLATE DUR.FAC.-1.25) IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 54 PLF at 4.20 to 54 PLF at 3.00 CHORD SPACING(IN OC) START(FT) END(FT) BC From 4 PLF at 4.20 to 4 PLF at 0.00 BC 33 0.13 2.58 BC From 40 PEE at 0.00 to 40 PLF at 3.00 TC +45 LB Conc. Load at -4.00 Deflection meets L/360 live and L/240 total load. PROVIDE (3) 0.131"X3" TOE NAILS AT TOP CHORD. PROVIDE (2) 0.131"X3" TOE NAILS AT BOTTOM CHORD. CONCENTRATED LOAD SHOWN IS FROM FASCIA BEAM DESIGNED AND FURNISHED BY OTHERS. PROVIDE CONNECTION FOR LOAD SHOWN. 6 F_ R--182 U-251 T 33-2 0 T 2 0 6 2 0 6 31 7 12 R-31 U-180 2X4(A1) —4-0-0 - � I. 0-0 Over 3 Supports R-716 U-656 W-7.625" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. �j 9� ��++�� �{�' FL 3 R - ( Scale =.375" Ft.[ *RE(ER N10N Bf.5[TL UO3 F(9UILDING COMPDNE Ni CARE SAFE NY EINTURt4ATIONJ.HINDI P U9L1SHE0 HY ITPi N(IRUSS IPL ATE rINSiAND I BU TE'N583 +♦ NO•ZVY4 TC LL 20.0 PJF REF R151 /772J p'ONOFRIO UR., SURF 200, MADISON. Wl Sl]19) AND WTCA (WOOD iNUSS COUNf II. DF AMCRICA. 6J00 ENTFRPRI SE LN • • MADISON. HI s,TIP, TO SAFETY PRAOTILES PR IDR IO PE REORMtNG IHFSE EuwcTloxs DNLFss OEHERWISE INDICATED TC D L 70 P S F DATE 02/03/05 TOP CHORD SHALL HAVE PPIIPERLY AT TAC.HED STRUCTURAL PANFIA AND 9OIfOM CHORD SHAI-I- HAVE A PROPERLY ATTRC II ED RIGID CEILING. % TE O b ! Q BC DL 10.0 PSF DRW HCUSR151 05034266 **IMPORTANT**fUPNISH A COPY OF ]HIS DESIGN IO THE INSIAI.IATION CONTRACTOR. ALI'INF ENGLNEIRTO 1P.000FS. INC. SNAIL NUT BE ftFSPONS IBLF FOR ANY DFVTA I[ON FROM THIS DF$IGN: ANY III LURE 10 9UILD THE O R��• •` ALPINE RUSS iN .UN(ORIIANCE WITH IPI: UR TA9P[CAIING, HANDLING,, SHIPPING, INSIAILING A BNAfING OT TRUSSES. O BC LL 10.0 PSF HC ENG MNM/HBG3 DESIGN CONN FMS WITH APPLIf.ARLE PRDV ISIONS DF NDS (NAf10NAl DESIGN SPEL, BV AERP A) ACID TPI. ALPINE ••-•1�,1•••�� T D T L.D. 47.0 P S F S E A N- 65141 R E U CONNECTOR PI AT ES ARE MADE OT 20/19/16G.A (W,11/S/K7 ASIM A6S3 GRADE 40j6O (W, K/HI S7 GP.LV. STEEL. APPLY ONAi.Y `i PLAITS TO EAI II TACE OF TPUSS AND. UNLESS OTIIEPWISE LOL ATEO ON 11115 DESIC,N. POSITION PEP OPIWINGS 1F0 A-7. I1y aNY INSPEf1)LN OE PEA IFS H)LIOWED BY (T) SHALL BE PER REX 1I OF [Ell 21) SH1.?. A SEAL ON THIS D U R.F A C 1 2 5 FROM R D N (pule EI7 gIlleared PtOdUClS, TIC. ITN AIVINfi 1NOIrn1F5 ACCEPTANCE pF PkCEESSIUNAI ENGINE EP IND NT SPONSIR LLIIY SUI ELV FOR 1HE TRUSS COMPONENT 'aim t950 Marley DIl4'e DTSIGN SHOWN. THE SUITAHILITY AND HST OE THIS COIIPINTNT IOP ANY 119HOINO T� THE RE SPONS IHII 111 OT THF Feb 03 05 --. 9aines 333 HW EL - - -Tcnr P.P TRE I -40 afic t xizatio W_ =.x< x .. C I N( —JJ &1 S K -z0 7t_- THIS DWG PREPARED FROM COMPUTER INPUI (LUAUS n UIMLN�I�Na) �UUMITILI/ ar gnu11 ..F R. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J17 5' CJ 4L 4R) Top chord 2x6 SP #1 Dense 120 mph wind, 32.38 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL--3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 57 0.29 5.00 � R--23 U-192 34-2 0 6 / 3 0 6 3 0 6 r � R-79 U-180 +31 7-12 2X4(A1) �---4-0-0 �-5-0-0 Over 3 Supports R=606 U-559 W-7.625" �g_GOODs�� ..... .�VITIF PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7119-e .14 'F FL 3 R - Scale =.375" Ft. *WARNING**TPHSsts PEDNIRE EXTREME CAPE IN FABRTCATTDN, HANDLING. SHIPPING. INSIALIING AND BRACING.V( N45 T C L L 2 0.0 P S F R E F R151-- 77726 REI ER TO Uf SI I-(I1 (BUILDING COMPDNENI -AF ETV IMI ORMAI(ON), PURI.ISIIED RY IPI (TRUSS PL 1IE INST IIUIE, SB U'ONOf RID DR., YD ZUO. MAD ISDN, WI 51719) AND 1lT CA (WpOD IRHSS tOUNC IL OF AMERICA, 6300 EHIERP RLSE L : '7 MADISON, WI S1J1')) F!)R SAFE IY PRACTICES PRIOR IU PERFORMING INE SI FUNI'I TONS. :M ISS 55 OTHERWISE [ND KATET/` DI / .0 PSF DATE D2/0]/OTOCHDRDSHALI HAVE PROPERTY ATTACHED STRUCIUP AI BANFLS AND BDIIOM CIID kO S{I All HAVE A PROpERIY AtIACHE 1• L JJ RIGID CE MNG. OFBC DL 10.0 PSF DRW HCUSR151 05034267 **IMPORTANT**FURNISH A COPY OF THIS DESIGN 10 THE INSIAI I ATION CONTRACOP. ALPINE ENGINEEREALPINE PRDDUfrS. INC. SHALLNRESPONSIF' EORANYDEV"'IDN""IDISIGH; NYAFL1BUIID TH �Q`,TPHSSIN CONEDPMANCE WITH TPI: DR IABRICIIING, HANDEING. SHIPPING. INSTALLING 3 DR ACING DE TPUSSIS .• �C► ,. BC LL 10.0 PSF HC-ENG MNM/HBG3 DESIGN C.DNFEPMS WITH APPLICABLE PRaV1SI0NI DF NDS (NAIIONAL DESIGN SPEC. DY AI&PA1 AND IP1N ALPINTDT.L D. 47.O PSF SE0N- 13297 IONNECTVR PL ATFS ARE MADE UE 20/18/16f,A (WH/SIII ASI"1111 GPADF 11/60 (W. K/1.1, GA11- SIEI APPLYPtAIl' TO LACTI FACT OFIRIISS AND. UNIESS OIHIR1115E LOC HIED ON I", DESIGN, DOSI110I PIR DRAWINGS IIDA- � \1\ANY INSPF(IloN OF TORTES FOLL DWED DY (i) SH AI! BE PFR ANNCM A:i OI TPlI-7OOZ SE1.3. n SEAL ON THI 71pine En ineered Products, nc. OUR.F AC. 1.25 FROM RON g DR AYlING {tlfllC RIES ACOS PI a1tC.E IIF P0.t)I CSS IItN AI ENGINEEI+.TNG RE SPONSIi:ll tlY S(IL EtY (OP iIIF IP USS C(t""'HIN1 1950 Marley Drive DESIGN SH WN. III[ SHITABI1.ITY AND USE OI ]HIS IOMPONENI FOP ANY BIIIIDTNG TS TOT PISPONSIBII ITY DF THF Feb D3 '05 `--- - Haines cr 33844, Buu `-1GNFN P ..�,. ....'; ...;�,�.., -_..-..:., ..CIN _�4.0 :b. J Ff 1SK Z07 _a�.M- I.H1> UWP h'KtYHKtU ircul �urlrulcn inry l�vnu� a u,i-�• .,,, , ,amu .,, (D0788 Saig Resd Lot 1 Beach Ave & 15th St J18 7' CJ 4L 4R) Top chord 2x6 SP #1 Dense 120 mph wind, 32.88 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.29 7.00 R=115 U- 305 35-2 0 6 4-0-6 4 0 6 / R-117 U-180 31 7 12 � 2X4(Al) 4-0-0 � —7-0-0 Over 3 Supports — > R-664 U-575 W-7.625" �n GOOps+n�mn„ �yg. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. A 14 F $ FL 3 R - Scale —WARNING— TRUSSFS REOUIPE EMIPEME CAPE IN FABRICATION, HAND[.IN". SHIPPING, INSTALLING AND BRACING. � o• � T C L L 20.0 P S F R E F R 1 5 1 77727 PEF EIi 111 BC SI I OB IBUILDING CO.PENEN1 SAFETY INFORMATION), PUBLISHED BY TPI [TR[ISS VI.ATE INSTITUTE, U8B • • D'ONOFRIU DR., SU ITT 200, MApISON. WIAND WTCA (WOOD TP.USS C.O U NC IE OF AM'P."' PICA6300 ENFERPR ISE LN, � MADISON. 1!I S'1719) FOR SAFETY PRACTICES PR IDP TO PERK URMING THESE FUNCTIONS. UNL F,SS OIIIERWISE INDI CF T ED. TC DL 7.0 0 P S F DATE 0 2/0 3/O 5 TOP CHORD SHAII. HAVE PPOPFRLY ATTACHED STRUCTURAL PANELS AND BDTTUM CHORD SHALL HAVE A PROPERLY ATIACHED .• OF i J RIGID 'Ell IN BC DL 10.0 PSF DRW HCUSR151 05034268 ALPINE *PRDouoaTAN`**si1ARI NOTA REORESPONSIBtEEORGNNY00EVIAIONTFROMIIFHIS('T ONIOR. ANY 'A7LORClilOEBUItOEIHE R{QP.••��� BC LL 10.0 PSF HC-ENG MNM/HBG3 TRUSS IN CONFOPMANCE NIT11 TPI; UP FABRICAIING. A, IN SHIPP LNG, INS IALLING B BRACIIIG OF TRUSSES. ••.�•••• DESIGN CONFORMS WItH APPIICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY IWA) AND TPI. ALPINE TOT L D 47.0 P S F S E A N 13280 F.O NNECIOR PLATES ARE MADE OF 20/18/1FGA (W,H'I/K) ASTM A653 GR npE dO�6O (W, K/H.S) fALV. SIEEI. APPfY NAL VI nTES I! EACH FACE 1E IR UIS AND. ONLE SS 0111(RWISE LIII AT[0 ON THIS DESIGN, POSITION PER DR AYI INGS 160A Z. 71pine En IIICeICd Products, I1C. ANYIAIPF: FPLAIESFOLLOWEDMY (,) SIIA[IBEPER ANNEXA3OFTPII'2D02 IEE) A SEAL ON TIMI {, DUR FAC. 1.25 FROM RON g AP',U ING INpIT.1.IIl ACCFI IANCE DI PPOFFSSIOt1AL EN�.I N LEP,NG RESPO"1 BI,TTY SOLELY FOR IHI TRUSS fDMPONENT F e b D 3 , 5 I950Marley DriNe DESIGN IH%N. IHF SUITABILITY AND USE Uh IHIS CDMP0, D TOR rally HIIIIUIHG IS IiIF PfIPONSIDILIIY OI tHE — HainesCrtY,FL 33 HNIEDINc oFSII,NeP PCP ANI,IIP ;.:.��..: >. -.; .... i. .:. �;;> :; .. ,..:e cnA..C--i__ (. 1 � Rificat trim __ THIS DWG PREPARED FROM COMPUIER INPUT (LUAU) 5 UiMtBJIVNJ) JUDMIIItU nr rnw.� ru rc. (D0788 Saig Resd Lot 1 Beach Ave & 15th St J19 7'4" NJ 2ply NC) Top chord 2x6 SP #1 Dense 2 COMPLETE TRUSSES REQUIRED � Bot chord 2x4 SP N2 N Webs 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BOT CHORD: 1 ROW @ 12" o.c. CHORD SPACING(IN OC) START(FT) END(FT) WEBS : 1 ROW @ 4" o.c. BC 118 0.29 10.13 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. Deflection meets L/360 live and L/240 total load. (1) 1/2" -bolts MAY BE USED FOR (2) 0.131x3.O_g_nails ON THE TOP CHORD ONLY. PROVIDE (4) 0.162"X3.5" TOE NAILS AT TOP CHORD. PROVIDE (3) 0.162"X3.5" TOE-NAILS AT BOTTOM CHORD. 120 mph wind, 32.94 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL=3.5 psf, ** (1) 2X6X14' SP 1 DENSE OR BETTER SCAB. ATTACH wind BC DL 5.0 psf. 3X6 M SCAB TO ONE FACE OF TRUSS WITH (2) ROWS 0.131"X3" NAILS 12" OC. �35-3 5 Hipjack supports 7-2-0 setback jacks with no webs. 3X5% R-499 U=461 4.24 r— 4 1-6 0 6 6 � ** U YN �31 7-12 1.5X4111 4X4= 2X4(Al) R-2 U=266 5-7-14 10-1-9 Over 3 Supports R-13211-1219 U=1844 W-10.033" 600Ds��. 00 Q! Flc%�'I/ PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 09 �` FL 3 R - Scale =.375" Ft. **WARNING**1POSSES REDwPE FXTREME CAP IN FAPP I CAT ION. HANUIING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F 8 1 5 1-- 77728 PTF E11 IO DCSI 1-1!3 (BUILDING COMPONENT SAFETY INFORM IION), PUBEISCID BY IPI (TRUSS PI AIE INSIITUIE, 'i83 D ON O TR II OP SUI IE 2n0. MADISON, WI SJ719) AND WICA (WOOD TRUSS COUNCIL OT AMERICA, 6300 ENTEPPRISE IN (' MADTSHN, IT 5.1719) T,R SA"Ty ➢RACIICTS PRION TO PFFFOPMING TIIFSE FUNCTIONS. UNLESS OTHf RW1SE INC[f,A TF0 j • TC DI 7.0 D P S F DATE 02/03/05 I"P COOR0 SIT AIL HAVE PPOPFRIY ATTACHED SIRUCTUPAL PANELS AND BDIIHM CH(1PD SHALT HAVE A PROPERLY ATTACHED � � L A L 11610 CEILING, E OF BC DL 10.0 PSF DRW HCUSR151 05034269 **IMPORTANT**FURNISH A tour OF THIS DESIGN TO IHC INSIN CATION CONTRACTOR, AI PINE enGINEERtnSIL ry^ IP.USSr IN C)N TORMANC CI WITH gP LPf SPDNSORI FABPFCANINGE 111 ANDLINfiPOSHIPP INOFS1NST ntt 1NGY&TBP ACTINCT OT BTRUDS SESF OR10P..P •f, ALPINE •(`�w� BC LL 10.0 PSF HC-ENG MNM/HBG3 DIST GN CENFOPMS IJIIH APPLICADLE PROVISIONS nT FIDS (NAIIONAL DESIGN SPEC. BY Alll"7 API TPI. AI-PINE ������• V A CUNN""" PL%15 ARE MADE OF 20/iH/ICGA (H,H,SjK) ASiM AF51 GPADE 10/6l (W. CIH S) G LV. STEEL. APPIy ��At 10ty T O T LID 47.0 P S F S E 0 N- 65144 R E V nn PLAIt.S TO F H TACE of TRUSS AND, UNLESS DT HF PIT F LIC AIFD oN THIS DESICN, POSITION PFI. DPAFSlEtS I In Z AL �Ipinc[;[I IIIeCrCd products, tlC. ANYINSPE PIONPEA,ESFOELHWFD aY tl) SHALTBE PFF ANNEX A3OT ITII ?007 EC A SERL (iN IH[5 �"IDUR.FAC 1.25 FROM RDN g DPAWIII1 INDIfATES A('ffPIHN('t !1T PP)FESSIONAI CNGINEERLNG PESPnNSI111ETTY S11Ely FnP I'HI, IP,USS I"I'll'1)111,NT Feb D3 '05 1950 Malley Drive pFSIGN SHnDN. INE SU It ADILIIV AND BIT nT THIS COMPHHENT FDP ANY BIIII nINf, IS FHF PF SI'rrNSlDlI TTY CE THT Hain e�f' 338 nut ,1e3EP - -/TPF I .amu i:Uriificat ..z orizatl = I,.._A,_ :� C . . '? ' . � ..; J ;:,,, 1�: A III;I pp THIS DETAIL IN TO BC USED WHEN C'OTITINUOU`, LATERAL BRtAC'IPM (C'LB) Op IS SPI'CIF'IED 0T1 AN ALPINE TRU5S DP;SIGN BUT AN \LTP;RNA'I'Ik'E WEB L 13U?i1( I�'IG BRACING 14ETHOD IS DE�IREI) APP Ly TO FMIER. SIDE OF WEIR T BRACE NARROW FACE OR I,-BRAC E A'1"TACH IVITH I6d NAILS AT 6 O C' BRACE L; A MIIIIIAIDAI 80% 0[' I9EB UMBER LFTI(;TH TTVS DETMI. h OTdU) APPLI( \BLE FOR CHANGING THE SPECIFIED C'LB SHOWN Oil SINGLE PLI EALED MF IGNS TO T BRACING OR SCAB BRACING F ALTERNATIVE BPAC'INC SPECIFIED IN C'HAP,'I' BELOW MAY BL C'ONSERI_IT E FOR Allf')W IAI ALTS .N\T VE BRACING. RIS,'-FUN DESIGN WITH APPROPRIATE, BRAC1TiG I IL_-JI T BRACE L,-BRACE 5`U:13 MEMBER SPECII'IFD (FIR ALTERNATIFI BRACING- 17-E RACING17E BRACINdG '1' OR L -BRACE SCAB BRACE I 2\3 OR 2\4 1 ROW 2X I-2\4 �6 - 1 ROIL - FYI I ?\6 t ';'1 ri��_��_ � _AC 110 \6 Y4(*) ?�6 I P011 \6 1 '\3 WPL1 1B(S) To MILE F_l_F OF 14`E1I 1 ?\E) ? FIIS G 2\6(*) NO AIORF THAN H) -C 1B PER FACE ATTACH LCEATIACH 4G1'I'H 10r1 OR E3 1� '� GUN3 CSCAB BRACE N\ILS AT 6 OC BRACE IS A IIINIART-NI 1 -BRAC P. f.-BR\C E AfTV) SC'\B BRACE 1'0 BE SANIE SPECIES AND (;RADE 80% OF WEB AIV NIBER LEt,GTH I OR BETTER THVI, WEB IIENMIFR I''ILF S SPECIFIED OTHERAIISE Oil ENGITIFER S SF„1LED DE�1GN I ' (*) ('L`I'TER SCAB ON WIDE F'AC'E OF WEER. APPLY (1) SCAB TO EACH FACE OF, WEB A Pic THl.S' DR MING REPLACES DRAIti1 IG 77(9.640 F' TF=1 E TI F -=1P < LLII IFF II IC [ -'ALLII i.11 NFN-m �ErsF Enin �I r_.7(F'IT �C,, IIS°i�Tuu �� _HE', �� No.26454 TC LL PSF REF ('LB S'IIB:-IT FL IE I T F FIIITJFFIn ITE rC 'TIC uD L TFI 0 • --- - FnTF�Ft F n rI E nF . II of F I!F' ni���� • �K : '� lY' DL PAF DaTh; 11. �C 0'3 / \ J F,]F It, IIS F l7(I ❑rF nj TO EF TIII; Tr 1 I1F Til FFCI F, N L FI F f r III - —__ _ J� BC' DL P. F k�4C BPCI B�UB110 3 'C T T , I I 7(E •. STATE O F rA -`7 ❑�4 - [0 R c FCIII_IFI L FE . ALPINE` , E F BC LL -- - PSF -EiI� NILH 11 W -- ]I n l F I� 7 T F T t I F � k !I 1F I F I l i I �],,{1(�j� Fl CIFTI .FF7( T FF17 i Inln E- '•. \ \ _ rl F -E \\V n F E L -oF FI 7( cr Toll I,D PSF s n I `F+l El,i'I f 1 1 ETI r I p I E7( II I7 F ALPINE ENGINEERED PRODUCTS,INC. EE Fr F I ;- F3I -r - T E� r i I n7( —--- POMPANOBEACH,FLORIDA 'FnrE i� E ' F luu TF E= F I� F'' c T I' OE [I �.F I)I�l-`' FAC. OF ['I ❑ r Imo_ f - ' i; I F FF -: . r -�..,. --" E PaC ITaC, 74' CONV Cant DROP FRAME 0-8A BEAM N O 1 � N � lI 412 o DROP BEAM 0 � J13 1 I� J16 iii Cant I jkyi 0-8A Irc J17 Ii I!' J18 J12a T3 1;I J18 1 J17 Ac. J a �If J15_>9DROP BEAM 0-8.4 14'8" —+- 22'— RAISED 2'RAISED BEAM BM7WARNING NOTE AMG&fBW 8ghf of 1. DO NOT CUT OR ALTER TRUSSES, UNLESS PITCH 5112 APPROVED BY TRUSS OFFICE OHANG 24" 2. VERIFY ALL SPANS AND AMOUNTS,AS OHANH 30" TRUSSES WILL BE BUILT IN STRICT OHANG 48" ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY: APPROVAL DATE: DEL. DATE : . ■ ow e.. 24' I 9' + y m o r- -- J6 c.t n V J2 PJ3 J10 I H u J3 ill J5 T2-H 1 7.7-4 T2-H2 v T2-1-13 m n N T2-H2 Z J12 19 uw T2-H1 7-7-0 - J5 J5 J16 'Il *.� J3 J3 I J17 J2 I J2 ' N J6a 171) cI r 1 T10 00 J11 J1 J1 v MF T10 T1 j J3 J3 co io y J2 Cl) C13 C4 I r DROP '; T._. BEAM 2 8. 2-8" 14'8" 14'8"— a 1818" I RAISED BEAM M6 Bottom of been will match PIatE T6 trusses. JOB: D0788 Cronk & Duch BUILDER TO CONV. FRAME ROOF,VALLEYS LOC: Lot 1 Beach Ave & 15th St AND O.HANGS AS NEEDED. PLAN: Saig Resd DESIGNER: Ron Berlin BUILDER TO FRAME DOWN CEILINGS AS NEEDED. BUILDER TO BUILD UP WALLS TO MATCH TRUSSES AT HIGHER PLT HT. MANNING BLDG. SUPPLIES ALL WALLS SHOWN ARE LOAD BEARING 11155 PHILLIPS PKWAY PH#268-8225 UNLESS NOTED OTHERWISE. JAX. FLA. 32256 Sep 24 07 09:25a David Pruette 's Electrica 904-272-7229 P• 1 �-- �`' f` CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION _ Pro rty Address: 15P5- I Pa6l A\J R lK Owner: �AL4 A 0\ Telephone#• Contmetor: A��C� I�`2 Telephone )L ZZ�` Contractor Address: gamft33� f� ✓ Fax#-. t Z—2119 Contractor S' tstt"e: In coasideradoa of Permit given for doffig tie wo&as described 1i the above ata:em=4 we haroby agm to Perbottn said work in accordance with the anachad pians wd sperms which arc a Part berwf and in a=0rd9arce with the City of Atlantic Beach wfiname and standards of ' listed dmxein. But'Idiag; Ma ppd ieg Type: 0 Trailer Service: r alba ooaslrvc f= is t�New p� R�eaidence o Temp. 0 New bans done on this tuildiatg Old O Commercial 0 S' 0 Increase Pawk Or sire,tan the bta'iding O Re-wire a Addition Sq.Ft a Repair [,VQ-l!�(,/ I I CondwAor Size: AMPS: COPPER ALUM]NUM Switch or RACE Breaker mpg PH W VOLT WAY Existing Service ? RACE Size AMPS L� PH ( W VOLT ` WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE LigMffig Ondeft CONCEALED OPEN gmeym—he-5 CONCEALED OPEN 0 30 AUM IM AMPS Switches incantlesced Fluorescent & M.V. Fwd 0.100 AWS OVER BELL App' TRANSFER. Air H.P.RATING H.P.RATING CEUJNG KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS Z YC7 600Y OVER600V Transicemers NO. KVA NO. KVA NONeon Transf Ea Si MiscaUanaous 800 Seminole Road.Atdaatde Beack Fkwidx 322.33-5445 Phaue:(904)2V-MW• Fay ")W-SW• WP:h ww.&atlancic-beacb.fl.ns Revised UM4 �• STRUCTURES INTERNATIONAL, LLC -� Nadeem G.Zebouni, P.E. Daniel J. Chadetta, P.E. Michael S. Kovacs, E.I. TRANSMITTAL FROM: Overnight DATE: 6/3/2005 JOB NO.: 5SO53 Daniel J. Charletta, P.E. 2 hr Courier ATTENTION: Don Ford Reg. Courier TO: U.P.S. RE: Greg Saig Residence Fed EX DEP Permit#DU-353 City of Atlantic Beach Mail X 800 Seminole Road Fax Atlantic Beach, FL 32233 Mail&Fax Hand Pick Up WE ARE SENDING: ® Attached ❑ Under separate cover via the following items ❑ Drawings ❑ Shop drawings ❑ Product submittal ❑ Samples ❑ Specifications ® Report ❑ Copy of letter ❑ Prints ❑ Other COPIES DATE DESCRIPTION 1 4/27/05 DEP Periodic Progress Report 1 5/31/05 DEP Periodic Progress Report ❑ For Approval ® For your use ❑ As requested ❑ For review and comment REMARKS: a - i JUN 1 2001 i 'ay.. � COPY TO: File SIGNED: Daniel J. Charletta, P.E. 7563 Philips Highway,Building 600 •Jacksonville,Florida 32256 • Tel: (904)296-2646 • Fax: (904)296-8846 PERIODIC PROGRESS REPORT ��+ �orxrww Bureau of Beaches and Coastal Systems Division of Water Resource Management PERMIT NUMBER: DU-353 F�OR16A Mail to: Florida Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 300 Tallahassee,Florida 32399-3000 PERMITTEE NAME:Gregory S. and Jill M. Salg 1. If construction has occurred, please describe its maximum extent in the space provided below(If no work at all has been performed, please report"Not Started." If construction or other authorized activity has begun but no progress has been made since the last report, please report"No Progress"): CONSTRUCTION TO DATE INCLUDES: All auger cast piles have been installed. Please refer to the attached Foundation Location Certification form and copy of letter from Dynamic Concrete Pumping, Inc. Mat foundation under the swimming pool has been cast(see attached photographs). 2. All work performed as of this date is described above and is hereby certified to be in compliance with the project description and plans approved by the Department of Environmental Protection as part of the permit and with all conditions of the permit. Locations and elevations of all construction as of this date have been specifically verified as applicable and have been found to comply with the project description, approved plans, and conditions of the permit. No unpermitted construction or activity has occurred (Any exceptions to the statement above are to be described and explained under Item Number 1 above, as part of this report. The explanation should state why the construction or activities not in accordance with the permit has occurred.) 3. The property owner or authorized agent may sign these progress reports until such time as construction starts, and after an n construction was performed. However, the reports must be signed by an engineer licen ct i r a following each period in which construction has occurred. (Seal) Sig ture o gireer i ppllca e) Date t � Daniel J. Charietta, P.E. Typed or Printed Name of Engineer(if applicable) JUN P.E. 54573 Florida Registration Number(if applicable) I 3Y Signature of Property Owner or Authorized Agent(if applicable) Date Typed or Printed Name of Property Owner or Authorized Agent DEP Form 73-111(Revised 1/04) �:� ��� �, � 'al "� -� ,4r" �. a i i PERIODIC PROGRESS REPORT ��N�orEcrwr Bureau of Beaches and Coastal Systems S( Division of Water Resource Management Florida Department of Environmental PERMIT NUMBER: DU-353 F�oR16A � Mail to: p Protection 3900 Commonwealth Boulevard Mail Station 300 Tallahassee,Florida 32399-3000 PERMITTEE NAME:Gregory S. and Jill M. Saig 1. if construction has occurred, please describe its maximum extent in the space provided below(If no work at all has been performed, please report"Not Started." If construction or other authorized activity has begun but no progress has been made since the last report, please report"No Progress"): CONSTRUCTION TO DATE INCLUDES: Masonry walls of pool area have been completed and backfilled. Foundation mats to the north and west of the pool are being formed and reinforcing is being placed (see attached photographs). 2. All work performed as of this date is described above and is hereby certified to be in compliance with the project description and plans approved by the Department of Environmental Protection as part of the permit and with all conditions of the permit. Locations and elevations of all construction as of this date have been specifically verified as applicable and have been found to comply with the project description, approved plans, and conditions of the permit. No unpermitted construction or activity has occurred (Any exceptions to the statement above are to be described and explained under Item Number 1 above, as part of this report. The explanation should state why the construction or activities not in accordance with the permit has occurred.) 3. The property _w ed agent may sign these progress reports until such time as construction starts, and after any ri i w ch o nstruction was performed. However, the reports must be signed by an engineer license n e� f or' following each period in which construction has occurred. (Seal) Signature Of trjlhe-er(if applicable) Date Daniel J. Charletta, P.E. Typed or Printed Name of Engineer(if applicable) P.E. 54573 Florida Registration Number(if applicable) Signature of Property Owner or Authorized Agent(if applicable) Date Typed or Printed Name of Property Owner or Authorized Agent DEP Form 73-111 (Revised 1/04) � . ~y Xtv 2 " s I CITY OF ATLANTIC BEACH 800 SENMOLE kOAD ATLANTICBEACH,FL 32233 tom; INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033839 Date 9/01/06 Property Address . . . . . . 1515 BEACH AVE Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 4FT CYPRESS FENCE *1515 AND 1517 BEACH AVE* ---------------------------------------------------------------------------- Owner Contractor SAIG,GREG OWNER 1515 BEACH AVENUE ATLANTIC BEACH ! FL 32233 ATLANTIC BEACH FL 32233 Permit FENCE PERMIT Additional desc . Permit Fee . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/28/07 ---------------------------------------------------------------------------- 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 I I I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: S.Makowski ,.k Building Department Public Works&Public Utilities Departments L. Higgins DID 9r' 800 Seminole Road 1200 Sandpiper Lane r Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D.Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Q l0 - 33939_ Property Address: Applicant: Project: �7 T C IfSS C This permit application has been: D- erApproved as noted by the � Department. Final application approval must conie from the Building Department. F7 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: JGam - Date: 61) Date Contractor Notified: CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION r r1 _ f\ Date: lci. '3k•'lz� co PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Job Address: Owner's Name: Address: r . 3?tQ Phone: S� Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: / Address: Phone: City: State: Zip: Fax: 0 n Type offence and materials to be used: S�e�- rrs.Se C �eS Valuation Of Fencn, ❑Interior Lot Korner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? T`��3. If yes,please submit with this application. Tree Protection: KNNO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. 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 appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: �---� 2 �Pi Mailing Address: CJL%�- C a� Phone: CR, (7 c92 "s�3S Fax: _�l7 "� ` � E-Mail: S 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 1 Revised 3104/04 I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: AS TO OWNER: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida, County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 3/04/04 T PZLANljC' 116 tiag FP �ORIO OF ADDITIONS or CORRECTIONSt D• NOT REMOVE JOB ADDRESS DATE 1515- 0 64- (JlF_ 111q(96- THIS [1qTHIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted E-x.�' `_i7W a? t,o ko L4 D $15.00 R INSPECT FEE 3� It isfor any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. P�L,ANr,6' f- n FlORIOP OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE 5 S�o &W"o- -life Al ! o THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted _j.12 C' ZP: $�81� REINSPECT FEE �5 It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office-from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday,. Com- 2-�' p�LANr,C F�OR10a OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB AOORESS DATE '5- 6&qe-g- &ltal,* THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted C' 35' $x60 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG 05-- -,IS �1 p�LANrj�, a. a TT _ ORIOa OF ADDITIONS or CORRECTIONSmi D• NOT REMOVE JOB ADDRESS DATE tv- e- lA- Aj e- . &(I:4 los' THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted T `o I v-T Rev- DQAW F-o z au, FO 6 k, 5 L' PIU- s Seu+.d5� '0 REINSPECT FEE 1/WAj-Ua �S It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 p.m. Monday through Friday. BLDG WLD/& NOTICE 4 OF FpAR"T ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE 11516 (3&4c Avc4.1z'1o� THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 1 E VA 0;T Of P ALL 22 b � D mµ0 �f55 i mac, t'�LQ 35.00 REINSPECT FEE 0 NO CHARGE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover to cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have BLDG been made contact the Building Dept. ELEC at 247-5826 for an inspection. Office MECH hours are Monday through Friday PLMG 8:00 a.m.to 5:00 p.m. LAN y a t- C"J ��ORIOP NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE J ADDRESS GATE e 9 ( or, THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Lo cyl-71 nes '� �-a✓2s c,c,2�� L_T $x800 REINSPECT FEE 3S It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG Graham Shirley From: Walker, Chris Sent: Tuesday, November 07, 2006 2:00 PM To: Graham Shirley Subject: RE: Final Co Everything is good here. From: Graham Shirley Sent: Tuesday,November 07,2006 8:44 AM To: Kaluzniak,Donna;Carper,Rick;Walker,Chris; Nodine,Phil; Deming,James; Hufstetler,David Cc: McKay Cathleen; Matthews,Carlene; Lanier,Joyce Subject: Final Co Greg Saig Has requested a final co inspection Wed PM 11.8.06(after 1 p) 1515 Beach Ave and 1517 Beach Ave Permit#05 29570 and 05 29692. Greg can be reached at 962 5035 Shirley 1 e� .. City of Atlantic Beach Building Department Certificate 1 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: November 9, 2006 Owner: Greg Saig Address: 1515 Beach Ave, Atlantic Beach, Fl 32233 Construction Type: Wood Frame Use Classification: Residential Single Family Permit Number: 05-29570 DAVID HUFSTETLER BUILDING OFFICIAL 1 Ci of Atlantic Beach Building ty Eiji)D'- Department 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: November 9, 2006 Owner: Greg Saig Address: 1517 Beach Ave, Atlantic Beach, Fl 32233 Construction Type: Wood Frame Use Classification: Residential Single Family Permit Number: 05-29692 DAVID HUFSTETLE BUILDING OFFIC L lding„ nning & ing CITY OF ATLANTIC BEACH ection artment CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: Property Address: Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready ,for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built The following must be completed before Issuing Certi,ftcate of Occupancy.- Department ccupancy:Department Date Notified Date Approved Approved By Fire Dept. Public Works Planning Dept. _ Building Dept. -P It., ' Final Survey with FFE Yes No All Re-Inspect Fees Paid C/Yes ;i/�N(o 11/14/2006 08:92 9043995218 PODS JAX PAGE 01 3023,3 City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 37233-5445 Phone: (904) 247-5900 FAX (904)247-IM • http://www/cf.stlitntle-beach.n.us 211 y,r REGISTRATION FORM FOR TEMPORARY STORAGE STRUCTURES 'Portable storage strucues may be used within the City of Atlantic Beach following submittal of this complet: form to.the'Q.Uilding and Zoning Department. Within all residential Zoning Districts, these may be used only fo: the temporary storage of personal household belongings of occupants of the property and may be placed on I".- property ";property for a period not to exceed four (4) days or ninety-six (96) hours. Registration is required each time that temporary storage structure is placed on the property. In the event of damage to a residence by fire,storm, flood, or other such property loss, this period of time may be extended to ten (10).days upon_request to �nd••written approve of the City Manager. Within all non-residential Zoning Districts, enclosed portable storage structures may be used for temporary storage of items related to the business located on the property, for a period not to exceed thirty (=0 days. Such structures cannot be located within Front yard setbacks and shall not be used to store any chemicn: hazardous, flammable or combustible materials. ` _ DATE_ APPLICANT NAME' AE�,r� �� � ✓� Mall IN'G ADDRESS: ADDRESS WJURETEMPORARY STORAGE STRUCTURE WILL BE PLACED (If different from witting address.) 012 sAi_F45a A/—N> Imo' 2 ? SUBDIvTSION 44:4,a tr BLOCK N LOTH DATES THAT THE TEMPORARY STORAGE STRUCTURE WILL BE L'OCA�D ON TSE PROPERTY: fl & through Residential property ❑ Commercial (Frovfde survey or site plats showing location where structure will be placed,) ❑ Other 1 HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT. Sigoature of property owner or authorized agent. SIGNATURE PODS CONTACT INFORMATXOI' kja 1 G*T .. NAJME JackS nvi 10, FL 32220 -Ni AILING ADDRESS PHONE FAX E-MAIL « i Florida Building Code, 2004 Complete Collection R1003.9 Hearth and hearth extension. Masonry fireplace hearths and hearth extensions shall be constructed of concrete or masonry, supported by noncombustible materials, and reinforced to carry their own weight and all imposed loads. No combustible material shall remain against the underside of hearths and hearth extensions after construction. R1003.9.1 Hearth thickness. The minimum thickness of fireplace hearths shall be 4 inches (102 mm). R1003.9.2 Hearth extension thickness. The minimum thickness of hearth extensions shall be 2 inches (51 mm). Exception: When the bottom of the firebox opening is raised at least 8 inches (203 mm) above the top of the hearth extension, a hearth extension of not less than 3/8-inch-thick (9.5 mm) brick, concrete, stone, tile or other approved noncombustible material is permitted. R1003.10 Hearth extension dimensions. rz G G Hearth extensions shall extend at least 16 inche (203 mm) beyond each side of the fireplace opt feet (0.557 mZ) or larger, the hearth extension s of and at least 12 inches (305 mm) beyond eac R1003.11 Fireplace clearance. All wood beams, joists, studs and other combuthan 2 inches (51 mm)from the front faces an( inches (102 mm)from the back faces of masoi except to provide fire blocking in accordance v - - - - --- . Exceptions: 1. Masonry fireplaces listed and label- ....... ��- accordance with UL 127 and instal installation instructions are permitt« their exterior surfaces. 2. When masonry fireplaces are part materials shall not be in contact with the masonry or turn w« inches (305 mm) from the inside surface of the nearest firebox lining. 3. Exposed combustible trim and the edges of sheathing materials such as wood siding, flooring and drywall shall be permitted to abut the masonry fireplace side walls and hearth extension in accordance with Figure R1003.12, provided such combustible trim or sheathing is a minimum of 12 inches (305 mm) from the inside International Code Council, Inc. Florida Building Code, 2004 Complete Collection surface of the nearest firebox lining. 4. Exposed combustible mantels or trim may be placed directly on the masonry fireplace front surrounding the fireplace opening providing such combustible materials shall not be placed within 6 inches (152 mm) of a fireplace opening. Combustible material within 12 inches (306 mm) of the fireplace opening shall not project more than 1/8 inch (3.2 mm) for each 1-inch (25.4 mm) distance from such an opening. R1003.12 Mantel and trim. Woodwork or other combustible materials shall not be placed within 6 inches (152 mm) of a fireplace opening. Combustible material within 12 inches (305 mm) of the fireplace opening shall not project more than 1/8 inch (3.2 mm) for each 1-inch (25.4 mm) distance from such opening. FIGURE R 1003.12 CLEARANCE FROM COMBUSTIBLES MASONRY COMBUSTIBLE SHEATHING EDGE ABUTTING MASONRY 121N. MIN FROM FIREBOX `Y FRAME WALL 2 IN.CLEARANCE (AIR SPACE) TO COMBUSTIBLE FRAMING WOOD MANTEL For SI: 1 inch=25.4 mm. R1003.13 Fireplace fireblocking. Fireplace fireblocking shall comply with the provisions of Section R602.8. International Code Council, Inc. Florida Building Code, 2004 Complete Collection R602.8 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following locations. 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows: 1.1. Vertically at the ceiling and floor levels. 1.2. Horizontally at intervals not exceeding 10 feet (3048 mm). 2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R311.2.2. 4. At openings around vents, pipes, and ducts at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. 5. For the fireblocking of chimneys and fireplaces, see Section R1001.16. 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R602.8.1 Materials. Except as provided in Section R602.8, Item 4, Fireblocking shall consist of 2-inch (51 mm) nominal lumber, or two thicknesses of 1-inch (25.4 mm) nominal lumber with broken lap joints, or one thickness of 23/32-inch (19.8 mm) wood structural panels with joints backed by 23/32-inch (19.8 mm) wood structural panels or one thickness of S/4-inch (19.1 mm) particleboard with joints backed by$/-inch (19.1 mm) particleboard, '/z-inch (12.7 mm) gypsum board, or %-inch (6.4 mm) cement-based millboard. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place shall be permitted as an acceptable fire block. Batts or blankets of mineral or glass fiber or other approved non-rigid materials shall be permitted for compliance with the 10 foot horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. Loose-fill insulation material shall not be used as a fireblock unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases. International Code Council, Inc. PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Dec 27 2005 4:41 PM Last Transaction Date Time Type Identification Duration Pages Result Dec 27 4:40PM Fax Sent 92701110 0:48 3 OK f� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00031741 Date 12/13/05 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation 45000 Owner Contractor -------- ---------------- ------------------------ SAIL, GREGORY C & H ROOFING INC 1515 BEACH AVENUE P O BOX 2105 ATLANTIC BEACH FL 32233 LAKE CITY FL 32056 (386) 867-1525 ---------------------------- ------------------------------------------------ Permit ROOF PERMIT Additional desc . . Permit Fee 383 . 00 Plan Check Fee . 00 Issue Date 12/12/05 Valuation . . . . 45000 Expiration Date 6/11/06 Fee summary Charged Paid Credited Due -------------- --- ---------- ---------- ---------- ---------- Permit Fee Total 383 . 00 383 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 383 . 00 383 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING ODES. BUILDING OFFICIAL Y'I�YIvlL'LVi� llU�, K�L�LN PROGRAM BP820- 0031741 -,151-5 -REACH- IS1 REACH AVE - - -- - - --- ---- --- --.. . AMOU\7T DUE City of Atlantic Beach 383 . 00 Oper: OSNITH Type: OC OraWer: 1 DUE 383 . 00 Date: 12/12/05 01 Receipt na: 17428 Description Wantity Mount 20 31741 9P BUILDING PERNITS 1.81 =383.08 receipt to the cashier with full Payment . Tender detail CK CHECK 2405 $383.11 Total tendered $381 N Total payment $383.11 Trans date: 12/12/05 Time: 13:35:02 3 _ 41 1-NI•`fly 00 C ^F `.Rp$ d JilSd�i3d 9NIallng Cdr }-$.LT Doll �iltd33 t U O/, SIMf, :J3PAE 1 TO 7 f31 ft 30 :aaAl CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address LS l 5Je.�c-c-4 r /F Date Heated Square Footage @$ per sq ft= $ �J Garage/ Shed _ @ $ _per sq ft= $ Carport/Porch �.@ $ per sq ft= $ Deck @$ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ 44 $ 53 Total Valuation 1 $___f6ca- 4114DCo $ 220 Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + '/z Filing Fee FLOOD ZONE: ( )Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT.$ SEWER TAP $ C ( )RADON .0050 $ SECTION H PAVING( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: CITY OF ATLANTIC BEACH Cc: BUILDING /ZONING DEPARTMENT qfD i i s • �t' 800 Seminole Road Doerr � 5 .. Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 17 Property Address: Applicant: ,` y200 Project: �a o T7 rmit application has been: Approved F�'Reviefved and the following items need attention: z b • 0-r • Will Jay M 72 a IV IV I Please re-submit your application when these items have been completed. Reviewed By: U4--' Date: rzm � lZ1�1�7 Date Contractor Notified: C & H ROOFING 37 FACSIMILE TRANSMITTAL SHEET 'T0: FROM: Atlantic Beech Bu].ding Dept Peter Laughlin CUMPANY: I)A'rr.: 12/6/2005 VAX NUMBER: TOTAL NO.Ula PAGCS INCLUDING COVPR: 11140NE NCMBEL SENDER'S REFEWNCP NUMU171L Itt:: YOUR RtPERENCL'NUMBER; ❑ UR.GL NT GAJ volt 1 L'PIEW ❑PI-EASE COMMENT C>?1 N1.fsAS!s'RF»l,Y ❑PLEASE.-RL•'CYCLi. Hello, Here are the instar lation instructions for the roof 0 1515 Beach St. Per your request If you have any gl.estions please call. Thanks! Peter Laughlin Phone 386 755 1132 x 331 Cell 386 867 1525 Fax 386 755 2353 Email pgter@,c-bL(,ofinZ.corn TO 39Vd ZU96U98£ £0:60 500Z/90/lT Sheathing tsar Abel slhakes Shakes and shingles may be epGepd old r AV"*mud proiact T v- smarm+sheathing spaced shoal ft Spaced sheathing is 1 su* be m the fasca mA r�-.'2`�=;{w;s��'�'• '' 1 x 4 or 1 x 6 sofbtiood boards and sitar not hhlWomraaegr r be less than 1 x 4 boards. oOr rave Able ~";:► •`' �-� Solid sheathing is acceptable and may I e regerired in seismic regions or under ire sled ' shakes and shingles.Solt)sheathing is iced in areas with wind-driven snow.Please nos:that Said sheagbo at eaa the only solid sheet sheathing tested wi h 6hRkr .•°"�clatter shakes and shingles is plywood Check vith Fa=itENV*proteeaon your lose!building official for plywood Fatter harder 'r thickneWdimenskons.Ewe protection ;i used on the edge where 36"feb undAY I$ +sed Figure 1:Spaced Shtraddng and should extend up at least 24"baro td the For applications WS varied ,,the center of the exterior wall but it is not meant to cove'the sheathing board should be equal to the distgnce d the expowro• entire roof. Staggered butt appiicdlm Staggered butt applications are made y Certi•iabel et" / shortening the exposure lesstttarr f renter saw ant" —....rte. .F. � maxknum exposure.No shakes or in#es ROW sh"praiwwt y shall be applied greater than the r turnturnapprowna� r t gmvre allowed.Checkwith Iota bui.ding over the gable codes for approval of this install s' n n wthod. or rake an t �rrr�� �,• ,�• Note.a areas of high humidity, nailing strips or a continuous Gutta ventilation product should be Foacia— � - Save Protection ustxl,or Cern-fast treated Ratter header G. shakes may be applied direr to the deck. Figure 2:Saud Sheathing 2 x 4 spacers ix4orIx6 Certi-labii ehinples nailing strip$ SONO sheaaring Product snouNe projaCl 1 t/2" "' "`di: "` •. " beyond the torten and "a�: T' ".• „w; .f.. A P P proxknalehr t ;w 'ryiq i CITY OF ATA BEA `'+-rs'�::w; BUILDING OFFICE "• '>r° •�f.'v�.:, \� Sold shealhiM st am DEC 01 2005Ger. - mss. Eave protection B �, RAW header By: Ratter Figure 3:Spaced Over 5011d Cambinatioa Sheathing This is the preferred system for shingle appblcalion,in areas with high humidity or where additional ventiladon is required,When using Certi-Last produces,they may be applied directly to the deck Z8 39VC1 L6L96 T/9RP PCI:Aa CL1d7 iaa/7 r � -eU 3 7 csZ,�- CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION Date: / ,? -/-OS Job Address: / /S .t-L `Avef/0,41 i'c 13 eq c. Owner of Property: k- e 00 ke -�4 / Address: Z ? Telephone: 96 5- 916 Z- Contractor: x-14 cajri Jl. N-< eiState License Number: �'(C O S-0`f'09 Contractor's Address: d p.k" 201 C'f /--/. 31 2 cl s Telephone: 3 136 - ,9 6 7 - l�S` z S^ Fax: 3 6 71 6- �/ 7 Scope of Work: r - ri fall r.r F s 1" r PF i`rtd" C' c/o. 'I / /^4' -- Pro e trp�7�ir G f'G C >.y yy��y. G7 �- Deck Slope: �/l Z- Greater than 2:12 4YLOpygs'. Less th 212 Valuation of work: t"S C c c, C� Product Name(Example: Timberline): - f ��r `�y - S a �o S — f�e JS c,,-& Manufacturer(Example: GAF): rc,,z H 4 r loo r -3-A ce te S4; /1G. ASTM Designation(s): .Se, 7 Required Inspections: Sheathing and Final Signature of Own Date: AS TO OWNER: Sworn to and subscribed before me this Z h day of !J e� o N. �.-� ,20 State of Florida,County of Duval Notary's Signature: °`"",,,,, Peter Laughlin rrnission-DD411855 ❑ ersonally known -%A$, 27, 2009 Produced identification rF. fill ' n6r,.r'%ARONN0TARY=m Type of identification produced ,SZG 0 Z4 � ��{Z�U Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of D eC ply �jp/- ,20 ©S State of Florida, County of Duval Notary's Signature: Peter Laughlin ?• Commission#0411855 Personally known Expires: MAR 27,2009 ❑ Produced identification WWW.AARONNOTARY,com Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page 1 Revised 2/21/03 Nov 30 05 01 : 24p Greg Saig 2701110 p• 2 NOTICE OF COMMENCEMENT State of I Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description fproperty bein improved: C_OC 't a Dc k (c' 11-41 -. ` �e� .-1 c c% . r7{ r e - a \. ,_ S ' �� c ,�I F' r . r-e,1- l" �c?.c«' c v t Address of roperty being improved: i ti571'S �1 e+ A-1 �`��` General descripti4pofimprovements: -r -, LP `3t•^ 'L Owner: �� � Address: �' �� ' -F•I Owner's interest in site of the improvement: l Oi., rTa Fee Simple Titleholder(if other than owner): Name: Address: ---- 1 Contra r:o — �- -- - Address: /"- Phone No: Fax No: Surety(if any): Address: Amount-ofBondS Phone No: Fax No: Name and address of any pe n making a loan for the construction of the improvements. Address: L—y9;,1,,=i- Phone Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed Before m =has �0 in the County Doc#2005024213,OR BK 12251 Page 439, of D on. ppea ed Number Pages:1 Filed&Recorded 01/20/2005 at 09:16 AM, Nota Pu at Lar to of Florida,County of Duval. JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Notary a g RECORDING$10.00 My commission expires: Personally Known: or Produced Identification: , SANDY DAMICO i( j NOTARY, PUBLIC, STATE OF FLORIDA My commission expires Dec. 22, 2006 Commission No. DD 173674 'lorida Building Code Online Page 1 of 7"ZELL . # PRODUCT APPROM Product Type Detail r 7r I r ~Ir I Overview Product Search Organization Product Search Application User: Public User -Not Associated with Organization- Need Help? Application#: FL4417 Date Submitted: 04/22/2005 Code Version: 2001 Product Manufacturer: Green River Log Sales(1996) Ltd Address/Phone/email: 293 North Grant Street Canby,OR 97013 (503)266-4800 Quality Assurance Representative: Quality Auditing Institute Ltd Quality Assurance Representative 2825 Murray Street Address/Phone/email: Port Moody,BC,British _ Columbia V3H 1X3 (604)461-8378 sharris@gai.org Category: Roofing Subcategory: Wood Shingles and Shakes Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year1 CSSB 1992 PA 110 1995 Certification Agency: Quality Auditing Institute Ltd. Quality Assurance Entity: Validation Entity: Authorized Signature: Ronald Johnston rjohn@clarkegroup.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: ittp://www.floridabuilding.org/pr/pr_detl.asp?IPT=4417&RV=O&fm=ROSreh 11/30/200: lorida Building Code Online Page 2 of Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 05/31/2005 Date Approved: 06/30/2005 Date Certified to the 2004 Code: Page: - - Page 1/1 GO pp/Seq Product Model#or Model Limits of Use # Name Description 1. Can be used in HVHZ Fire retardant per NOA#00-1023.02 and preservative This acceptance is for treated, tapered wood deck application. Cedar shakes widths 4"to or non-tapered Minimum deck 417.1 14", length 24". cedar shakes requirements shall be in graded and compliance with certified to CSSB applicable Building Code 1995 Standards. 3. Wood shakes shall not be installed on roof mean h eights greater than 33 ft. . Can be used in HVHZ er NOA#00-1023.02 Fire retardant acceptance is for and preservativeood deck application. Cedar shingles, widths 3' reated cedar Minimum deck 417.2 to 14", lengths 16", 18", or shingles graded requirements shall be in 4" and certified to compliance with CSSB 1995 applicable Building Code Standards. 3. Wood shakes shall not be installed on roof mean hei hts greater than 33 ft. Next ►psi .�,. t#eem�r�td Co ri ht_and.Disclaimer;©2000 The State of Florida.All rights reserved. we.naFr► ittp://www.floridabuilding.org/pr/pr_detl.asp?IPT=4417&RV=O&fm=ROSrch 11/30/200: (�3 ✓ CITY OF ATLANTIC BEACH (� =' 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033672 Date 8/10/06 Property Address . . . . . . 1515 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc EARLY POWER ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SAIG OCEAN ELECTRICAL CO. , INC. 1515 BEACH AVENUE PO BOX 50737 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 24 9-3 112 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . Permit Fee . . . 300 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . 2/06/07 ---------------------------------------------------------------------------- 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. 4 CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLIC/-ATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 20OS/ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: ® !`S ECIti7fUD 4 C MASTER ELECTRICIANS SI/G�NATURE: OWNER OF PROPERTY: JOB ADDRESS: AVE-- X RESAPT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEWXOLD( ) REW.(ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE REPAI ) CONDUCTOR SIZE AMPS: COPPER( ) AL FEES SWITCH OR BREAKER AMPS PH 3W OL RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS p< CONCEALED OPEN TOTAL RECEPTACLESCONCEALED OPEN TOTAL 0.30AMPS I 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING I CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE SWITCH FLASHERS EACH SIGN 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Revised 01/17/0 CITY OF ATLANTIC BEACH 804 SEMINOLE ROAD ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033673 Date 8/10/06 Property Address . . . . . . 1517 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc EARLY POWER ------------------------------------------------ ---------------------------- Owner Contractor ------------------------ ------------------------ SAIG, GREGORY OCEAN ELECTRICAL CO. , INC. 1515 BEACH AVE PO BOX 50737 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 962-5035 (904) 249-3112 ------------- ----------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee .00 Issue Date . . . . 8/10/06 Valuation . . . . 0 Expiration Date . . 2/07/07 ---------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: / A `!-- 20 0 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: [C44L MASTER ELECTRICIANS SIGNATURE: OWNER OF PROP TY: 1e54 Al I I JOB ADDRESS. iq V/ `` // RES.( ) APT ) COMM.( ) PUBLIC( ) INDUS.( ) NEw ) OLD( ) REW-( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) ` SQ.FT. Y6 U SERVICE: NEW INCREASE( ) REPAIR( CONDUCTOR SIZE MPS: COPPER( ) ALUM. FEES SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS '25 CONCEALED OPEN TOTA RECEPTACLES 1 1 CONCEALED OPEN TOTAL 0.30AMPS I 31.100 AMPS SWITCHES ` INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING I CEIL. KW-HEAT CONDITIONING COMP,MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. 1KVA NO.NEON TRANSF. -Kd-7 MA I MOTOR SIZE SWITCH FLASHERS EACH SIGN 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ci.atiantic-beach.fl.us Revised 01/17/03 HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Aug 11 2006 8:52AM Last Transaction Date Time Type Identification Duration Pages Result Aug 11 8:50AM Fax Sent 96654470 1:47 4 OK HP OffrceJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Aug 10 2006 1:51 PM Last Transaction Date Time Type Identification Duration Pages Result Aug 10 1:50PM Fax Sent 96654470 1:01 2 OK CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION 3310 7 3 3 & 7 z-- Date: Property Address: Ay�� Owner: �AT q Telephone#• Contractor: Telephone#: Contractor Address: Fax#: 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 ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is New Residence ❑ Temp. ❑ New being done on this building s ❑ Increase Pe site,list the building Old Commercial ❑ Signs Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Lders: NO. SIZE NO SIZE NO SIZE fighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN 0 In AMP, 1 100 AMPS witches candescent luorescent & .V. Axed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised 1/04 09-10-2006 08:50 OCEAN ELECTRIC CO INC 9048219778 PAGE:1 13723 Bosch Biwa 10CMM1110,FL 32224 Pnonc(904)149-3112 FoxlgO4)821.9778 Orna nini�t»+Ilsoulh.�w t August B,2006 city of Atlantic Beach Building Department Permit#05-00029570 05.00029692 BuIlding Officlal, We respectfully request early power at 1515&1517 Beach Ave. The floor system to be Installed at these addresses requires the air conditioning to be on for proper installation. The electrical panels will be accessible to qualified personnel only and the remaining circuits will only be energized when trimmed out and ready for hot check. We assume all responsibility for situations that could potentially arise from early power conditions. Your consideration of this request is appreciated, Sincerely e Richard Peverill President ---� 03 - D CITY OF ATLANTIC BEACH 1J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 - JIB Application Number . . . . . 05-00029692 Date 7/01/05 Property Address . . . . . . 1517 BEACH AVE Tenant nbr, name . . . . . . GAR & APT 582RAD/1164SCHG Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 157658 Owner Contractor --- --------- ------------ ---- - --- ---------------- SAIG, GREGORY OWNER 1515 BEACH AVE f ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 962-5035 -------- -------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . OCEAN ELECTRICAL CO. , INC . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - ---------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. til BUILDING OFFICIAL PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: 'r-ck C: ,. Property Owner: I C C� Phone # ��2 Contractor: t\j Phone # Permit#: .-- � ( . Date Issued: ,C5 Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # ZT0 MECHANICAL # 4 5 410-55 PLUMBING # 92 Tem .Power# Footing J 13 0 JEA Release Date Temp. Power Slab Letter Recd. Underslab G� Z Tie Beam Temp Pole# &4b h .S1 /4 we Lintel JEA Release Gas Piping `� �' �� t�o f c q h D- Date Nailing/ Water/ Sheathing Sewer ?4 Rough/ Framing �V � Rough Rough Topout 0 Insulation 4 JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final -BloGZ �0�l, l�•OS JEARelease f f ail; Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT ° �. 800 Seminole Road rr Atlantic Beach,Florida 32233 (904)247-5800 3,31 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS 0 Permit Application # C ��� � C; �,0 I , Property Address: �J E 1 h (I V e ae-) Applicant: Project: This pe it application has been: Approved Reviewed and the following items need attention: Please re-submit Vonr a lication when these items have been completed. Reviewed By: Date: S" Date Contractor Notified: Graham Shirley From: Kaluzniak, Donna Sent: Tuesday, January 17, 2006 2:57 PM To: Cunningham, Kerri; Graham Shirley; Matthews, Carlene; Walker, Chris Subject: RE: Water Meter for 1525 Beach Ave Kerri, the existing meters go to 1515 and 1517 Beach Ave. (the main house and garage apartment). So those mptArc rnnnnt hp ilcprl for 1 r,95 I spoke with Les at Ortega properties--he has already paid for the 3/4" meter, so I told him I would ask that a we do a Meter Set service order for the 314"for 1525 Beach (Carlene. would you please enter that). When we get the ¢Pntir`P nrripr imp'll ;Pt hic 114" mptpr He also wants a 1 112" meter for the bio house. and said he will be in to oav for that$1090. i also told him they will need to pay for the sewer tap$2100, and he said OK that he will be in to pay for those lntpr I asked him about the fireline and whether they will be metering that separately and he said no, it would be tapped off the line to the biq house. I apologized to him for the confusion of not realizing the orogertv subdivision. Thanks, Donna From: Cunningham, Kerri Sent:Tuesday, January 17, 2006 10:22 AM To: Kaluzniak, Donna Subject: RE: Water Meter for 1525 Beach Ave Thank vou. From: Kaluzniak, Donna Sent:Tuesday, January 17, 2006 10:21 AM To: Cunningham, Kerri Cc: Graham Shirley; Matthews, Carlene; Walker, Chris Subject: RE: Water Meter for 1525 Beach Ave As I understand, 1515 was the existing address that had the existing meter. I thought that 1525 did not have any existing services. Chris and I will meet in the field and see if we can determine exactiv who alreadv has what, and what exactiv is needed. -Donna From: Cunningham, Kerri Sent: Tuesday, January 17, 2006 10:08 AM To: Kaluzniak, Donna Cc: Graham Shirley; Matthews, Carlene Subject: Water Meter for 1525 Beach Ave Les with Ortega Properties called with water meter tie in questions. He said that they currently have a 112"meter there and wants to know if it can be tied into the garage apartment and add an additional 1 112" meter that would tie in to the main house. Les can be reached at 686.4945. 1/17/2006 j r1�y'rl s r f CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: S.Makowski Building Department Public Works&Public Utilities Departments iggins 800 Seminole Road 1200 Sandpiper Lane . oerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 er (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# n _�� Property Address: 15 15 (WO-On ��V Applicant: C-Tra f2au�- Project: F-cn 0 JAwd-urn This permit application has been: [/Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: it L 'na Wltff LQ 4,i&-c naryte . Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF 4&4a& 3eacA-Ynn� Office of Building Official REQUEST FOR INSPECTION V Date Permit No. 7 C Time A. Received -1 cAJob Add ss ty C� r Owner's Name Contractor DING CONCRETE ELECTRICAL PLUMBING MECHANICAL g n Footing [I Rough Wiring F' Rough ElAir Cond. & ❑ Re Rooting Slab F1Temp Pole LI Top Out F7 Heating Insulation Lintel 17 Final CI Sewer L Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. 1 Friday A.M. Inspection M e `� / A.M Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date 41001 Survey of Lots l and 2, Block 62 , Atlantic Beach, according to the plat thereof recorded In Plat So page 64 of the Current Public Records of Duval County , Flori4a ., i Scale.: 1"=30 ' February 19 , 1981 For : Jordan Ansbacher Amended : Feb . 24 , 1981 Ellis , Curtis and Kooker , Inc. I Land Surveyors and Planners 211 . Guaranty Life Bldg . . ��oZto. Jacksonville Florida 32202 �1 • �• 3S Pagss y'j, SOjA459f3. I &Sas 7..4, 24 k 2 4 Ps , 2 4 C., Z4• D NZ.4 E a- r. R3t� X-C..1 I Fd q3, „ s 0 p nr i t r " Q � p : Z u � •s 0 L oA 2 Or W r j s ? 0 w fn + ? �a d r V 1 0 0 r Z - � . U a a a bJ � z a u CO ? 1`IF T 'E res Wr !i '3'T R. E E Ir (4 t> -19 a .. , F 4 . w s CITY OF ATLANTIC BEACH S5 POOL PERMIT APPLICATION It �t Date: Job Address: Owner: (—�A6 /4-k� Phone: Contractor: H7U C. L r/ ^/�� Q� 6 L C Phone: Address: �' % / { L Fax: c� y'"�7-'�1/(f 0- City : ::::�ki(fS 6,Y7 U, State: Zip Code: -,-2-a G Valuation of Proposed Construction: &6e Gallons: *Impervious Surface Calculation: A)6+ >, 1 V ...rc- C t�•7 -'�b C:: C° Yi t'-•!. t...' ,.�i.:..: Lt�-L`I�::L.,w-Y:. p'A' ='_ • Swimming pools shall not be considered as Impervious Surfaces becauseloftheir ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. 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 ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845• http://Www.ei.atlantic-beach.fLus Revised 3/04 01/30/2006 14:41 5167831089 MCGEE RHODES PAGE Ul It N D h F R A R C N I T F, C T 11 R A 1. $ T O N F FAX To Greg Sage From: Don McGee Attached: ASTM Test report for Antique Terra Cotta Firebrick The test show a fire rating of 2460 degrees Fahrenheit. ASTM requires 2200 degrees to pass. Don McGee 1 S,� � S ;L,Ck 0 ( LA—AoC $ i� c a VA 01/30/200 14:41 5167831069 MCGEE RHODES-rr- PAGE 0:3 tf00� essT� >tal�:>ti�li 1�I1 *AM am TNS I" at-M Ill"TA'TO TEI-'Yeo*V Sorvlons-Slone i TM Labo*M Report of Tek S&T00629 3455 South Boo Wast Rhode MChnsebtral Stone Salt Lake C •UT 64116.4234 USI► Page 2 of 4 TEL:(801) 244$ FAX:(801)2022-0870 Report DeM'V Jamwv 2006 TABLE OF CONTENTS ASTM C 24-01 -Slsrxmrd Ted Method for Pyrometric CWW Equlvelsnt(PCF)of F"Clay. and High Akwnkm Rory Ql O,Wist` 1.0 SCOPE...................................................................................................................................Page 3 of 4 3.0 TERWHOLOOY.....................................................................................................................Page 3 Of 4 5.0 SIGNIFICANCE AND USE..... ...............................................................................................Pape 3 of 4 CONCLUSION..............................................................................................................................Page 3 of 4 01/30/2006 14:41 5167831089 MCGEE RHDDES PAGE 04 TEi-Teetbng Senrioes-Stone 6 TNe Laboratory ReW Rin of Test Ardrsl Stone 3455 South 500 Wast Paps 3 of 4 Salt Lake Clly,UT 84115-4234 USA TEL:(801)292-2448 FAX:(801)282-870 Repoli Oats: 17 January 2008 1.0 SCOPE 1.1 This test method cover#0 dg*mho bn of the ppWneffb Cane E (PCE)of ft clay. *@day brick,high skarAna buck,and sillm*0 a*nrtlacbry mortar by oompariaon of ted cones wNh standard pytomabtC coxes under the conditions pr ead hed In this last nwihod. 3.0 TERMINOLOGY 3.1 Defhnklordt—For dWftions of terms used in this tset nnethod,ass TornninoloW C 71. 5.0 SIGNIFICANCE AND USE 5.1 The deformation and No point of a cone oomesporrds to a c a taln heat-work condi ion due to the effects of urns,temperature and abnoaphere. 5.2 The precision of this te:t medtod Is eA*"10"Wq var abbe that we ddicut to control. Therefore, an experienced operator may be necessary*#rote PCE vskm ars being uWbmd for specification purposes. 6.3 PCE values aro used to Classify tlraelay and high skunkm rekINC10 fes. 5.4 This is an effective method of Identifying*%(ftY YWWJM, MlIft ccntml, and devebping raw material spciCCavons. 5.5 Although not recommerdded,this teen method Is somatlmes appNed 10 rrrbrhis other fhrn firedw and high alumna. Such pnK*m should be NmNad to in-house Irrboratortes and never be used for speCHIM&n purposes. CONCLUSION: The materiel has the following pWwfts' TEST RESULTS PCE Cone No. End Temperature 13 24WF(134VC) EM OF ANALY6IS 01/30/2006 14:41 5167831089 MCGEE RHODES PAGE 05 _ TEi-Tesp Ser4k**Skm 8 Tle Labors" Report of Test 8&TOW2P 3455 SOUM So L.eke CKV.l T 84 1'5.423 U8A Rhode�NeePa 4 0 4 TEL moi)2s2-2446 FAX(601)282-W70 Report Dor: 17.LWWM 2008 c RIM rg�r 8: 2 9 Two Cobs--AgVgque 3em4ls aww r �anr �n �T'�wwr_r..• ~ .... .ww rww w-r wa wr ww•w�•tw 01/30/2006 14:41 5167831089 MCGEE RHODES PAGE 02 T Servksee-Sbne S Tile L of Test S&T00529 TEi- es7ang abotabry Report 3455 South 500 Went Rhode MdrNecturel Stone 50 Lake City,UT 84115-4234 USA Pop t of 4 TEL-(801)282-2418 FAX(801)2132-N70 Report Date: 17 Januery 2008 TESTING APPLICANT: Rhodes AmhftcturM Skm TEL:206 709 3014 2011 East Ohre Street FAX:206 709 3004 It -0 WA 98122 www.rhodes-mg USA NIANUFACTURERIOUARRY: Unkh"fled SAMPLES RECEIVED DATE: 11 Jsunuary 2006. S! ►lIP�. P11tN; Tv�p 1 ,.X '!" X 1" sytnpl wane received In "FINISHED" SCOPE/ OF TESTING: To ddsnrite the Pyrorrletrk; Cone 'EPCE) volae Ot the '. Fkrbrlck E ST 8)EVALU { TaN Pyromeft Cone �:, '�"° and�oNNt ►Material' .t; No PR w SCRIPT irrbridcierra Cotta Firebrick E SUMAAAR with em»dard, na Colts F ' — Gone No. F Alm.p.eMoMy ar sis blbrrlwa Ifre mps daion of'nokwT s Pte•The psisampb •wlw pN d H+s eMnda+Di� Dove. appy b UIM pertloufsr r erw for Wharslory mm only I�w No devlerbrs*eln p wen spown ►now. It sppM rlsiy messuislw"sn ndsd h bel pnspraph. 1'^K M IM COM and 1r%ft"w"ma,hm TAM�M srw'1 M k.0 eel M!e d wAMs kt tills w�uae obbined undo bIt � br Yllll!bMed YIIdOf dsndsrd. alder for• `b�� � , renae, 0► 6p r�mesonel,moo. have diflfonYd.TnN. of" for a* nol br,endaeeegrMeddren/NpMOndMnpraAwefa►riiebrMrl Mt e�W oc.sndMeeuOe nowerewrM.avenwarlim 01mossilM ftsIIN asmple or by dr dant. lhdrepdsasn d.deb*m•w o w*b of rnpf nlewM aVA*M Which 4 be WNW io Gerwy d fror lb l scoo"labllk#in may_ ,j < -,�� .}y T•i MKM Gee .—Stone and Itis Labondory A 1rIJ ���� «...�...... o..:..�... �... .....� �..� .mow .."..• ��.w. ..w.w�.�w C24-01 Standard Test Method for Pyrometric Cone Equivalent(PCE)of Fireclay and High Alumina Ref.. Page 1 of 2 0 Test Method C24-01 Standard Test Method for Pyrometric Cone Equivalent (PCE) of Fireclay and High Alumina Refractory Materials Copyright 2004 AMERICAN SOCIETY FOR TESTING AND MATERIALS, West Conshohocken, PA. All rights reserved. 1.1 This test method covers the determination of the Pyrometric Cone Equivalent(PCE)of fire clay, fireclay brick, high alumina brick, and silica fire clay refractory mortar by comparison of test cones with standard pyrometric cones under the conditions prescribed in this test method. 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are for information only. 1.3 This stated does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. ASTM Book of Standards Volume: 15.01,CS15 Insert Data Disc 1 in your CD-ROM drive and dick here to view Active standard Historical Standards C24-89(1.999)E1 Subject Index PCE; pyrometric cones; pyrometric cone equivalent; refractories; 81.080 ASTM Collections:M,D, file://C:\ASTM\PAGES\C24.htm 1/31/2006 C24-01 Standard Test Method for Pyrometric Cone Equivalent(PCE)of Fireclay and High Alumina Ref... Page 2 of 2 2. Referenced Documents C7.1 Terminology Relating to Refractories E11, Specification for Wire-Cloth Sieves for Testing Purposes E220 Method for Calibration of Thermocouples by Comparison Techniques C24 C24 C24 C24 file://C:\ASTM\PAGES\C24.htm 1/31/2006 Florida Building Code, 2004 Complete Collection 2111.5 Firebox walls. Masonry fireboxes shall be constructed of solid masonry units, hollow masonry units grouted solid, stone or concrete. When a lining of firebrick at least 2 inches (51 mm) in thickness or other approved lining is provided, the minimum thickness of back and sidewalls shall each be 8 inches (203 mm) of solid masonry, including the lining. The width of joints between firebricks shall not be greater than 1/4 inch (6.4 mm). When no lining is provided, the total minimum thickness of back and sidewalls shall be 10 inches (254 mm) of solid masonry. Firebrick shall conform to ASTM C 27 or ASTM C 1261 and shall be laid with medium-duty refractory mortar conforming to ASTM C 199. International Code Council, Inc. C27-98(2002) Standard Classification of Fireclay and High-Alumina Refractory Brick Page 1 of 2 Classification C27-98(2002) Standard Classification of Fireclay and High-Alumina Refractory Brick Copyright 2004 AMERICAN SOCIETY FOR TESTING AND MATERIALS, West Conshohocken,PA. All rights reserved. 1.1 This classification covers machine-made fireclay and high-alumina refractory brick, and its purpose is to set forth the various classes and types of these materials in accordance with their normal and characteristic properties, which are important in their use. ASTM Book of Standards Volume: 15.01,CS15 Insert Data Disc 1 in your CD-FROM drive and click herd to view Active standard Historical Standards C27-98 Subject Index fireclay brick; high-alumina brick; properties; 81.080 ASTM Collections:M,B,D,I, 2. Referenced Documents C 1.6 Test Method for Load Testing Refractory Brick at High Temperatures C24 Test Method for Pyrometric Cone Equivalent(PCE)of Fireclay and High-Alumina Refractory Materials C 11113 Test Method for Reheat Change of Refractory Brick 0.33 Test Methods for Cold Crushing Strength and Modulus of Rupture of Refractories C 134 Test Methods for Size, Dimensional Measurements, and Bulk Density of Refractory Brick and Insulating file://C:\ASTM\PAGES\C27.htm 1/31/2006 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 1 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032022 Date 1/13/06 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . POOL WIRING Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SAIG, GREG DAVID PRUETTES ELECTRICAL SVC. 1515 BEACH AVENUE 331-8 PARKRIDGE AVE ATLANTIC BEACH FL 32233 ORANGE PARK FL 32065 (904) 272-7225 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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 ' 'o0 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDIlNG OFFICIAL P-6 � gag ,- CITY OF ATLANTIC BEACH ch ..; ELECTRICAL PERMIT APPLICATION `75 Date: t 1 (2-10(p Property Address: IS-IS' 61fCh Owner- i of . (S Gi Telephone#• �(Do1- �3 Contractor: �l GU/i d fru e�bfes �(2ca-P Telephone#:,30 Contractor Address: Z31-g 74Ve- Fax#: 9D4' 5ad-K371 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 ordinance and standards of good practice listed therein Bu' mg: Buu g Type: [I Trailer _ Service: b Dother construction is Qr New W Residence C1 Temp. 13 New rug done on this building ❑ Old ❑ Commercial ❑ Signs ❑ Increase or�,nmbw.building ❑ Re-wire ❑ Addition Sq.Ft Conductor Size: AMPS: COPPER AL Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS I j O PH � W � VOLTO-q D WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent 3 Fluorescent & M.V. Fixed 0.100,AMPS OVER BELL Appliances TRANSFER Air RP.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UND R600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea.-_Sign Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.cLatiantic-beach.fLus p._ CITY OF ATLANTIC BEACH � v } 800 SEMINOLE ROAD l ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00031969 Date 1/09/06 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . INSTALL LP 1 LP TANK Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SAIG, GREG FLORIDA PROPANE PARTNERS 1515 BEACH AVENUE DBA GRIFFIS GAS & MACK GAS ATLANTIC BEACH FL 32233 5350 BATLEY ROAD JACKSONVILLE FL 32210 (904) 771-4365 -- -------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - - - - ------------- -- -------- ---------- ---- -- ---- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC; BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL)ING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: � � " C7,� Property Add s: /� �'�' /�/ (/F Owner: � cC / Telephone#: Contractor: a,,Vle Telephone#• Contractor Address:-,5-3-to r Fax#• -,-7�1 7171 Contractor Signature: In consideration of permit given for doing the wor 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 ❑ Electric or site,list the building permit number: uk--Gas: —<P _Natural _Central Utility ❑ Oil �Q006)31010 O ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat !Space _Recessed Central _Floor esidential L3 Air Conditioning: Room _Central Ll Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration Q.—gew Building ❑ Cooling Tower: Capacity fpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) - ❑ Janks (Number) WNew Installation fry LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Bqilm Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manucturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845 9 http://www.ei.atlailtic-beach.fl.us Revised 1/04 �s CITY OF ATLANTIC BEACH i} 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 ..: INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029570 Date 5/09/05 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . NEW SFR 1758RAD/4013SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 762985 Owner Contractor ------------ ------------ ------------------------ SAIa,, GREGORY S . OWNER PO BOX 50648 JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 962-5035 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 2221 . 00 Plan Check Fee 1110 . 50 Issue Date . . . . Valuation . . . . 762985 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .43 ST CONSTRUCTION SURCHARGE 18 . 05 AB CONSTRUCTION SURCHARGE 2 . 00 STATE RADON SURCHARGE 8 . 35 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 2221 . 00 2221 . 00 . 00 . 00 Plan Check Total 1110 . 50 1110 . 50 . 00 . 00 Other Fee Total 63 . 83 63 . 83 . 00 . 00 Grand Total 3395 . 33 3395 . 33 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL r- t CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032831 Date 4/20/06 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . WIRE SWIMMING POOL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ----- ------------------- SAIG OCEAN ELECTRICAL CO. , INC. 1515 BEACH AVENUE PO BOX 50737 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 249-3112 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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 4, BUILDING OFFICIAL r S t 1,a j jr s CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Q Property Address: ��� L' Xle Owner: ��q/6 Telephone#: Contractor: Telephone Contractor Address: //Fax#: 691W_z1 r Contractor Signature: in consideration of permit given for oing 4thork as described in the above sta ement, we hereby agree to perform said work in accordance with the attached pl and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is New ❑ Residence ❑ Temp. ❑ New being done on this building ❑ ld ❑ Commercial ❑ Signs ❑ Increase Or site,list the building P Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER El ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous i 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• htti)://www.ci.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD -' -r ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 lilt Application Number . . . . . 05-00029570 Date 7/01/05 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . NEW SFR 1758RAD/4013SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 762985 Owner Contractor ---- ---------- --- -- ----- ----- - ------------------ SAID, GREGORY S . OWNER PO BOX 50648 E JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 962-5035 ------ -------------------------------------------- -------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW 200AMP 1PH, 3W, 230VOLT Sub Contractor OCEAN ELECTRICAL CO. , INC. Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----- ------------ - --------- -- -------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING .,. 'r 1A. BUILDING OFFICIAL } SL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ia5�f Application Number . . . . . 05-00031200 Date 9/20/05 Property Address . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . INSTALL SWIMMING POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 40000 Owner Contractor - ------------------ - ----- -------- --------------- SAIL, GREG SURFSIDE POOLS 1515 BEACH AVENUE 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 ------------ --------------------------------------------- ------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 280 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 40000 Fee summary Charged Paid Credited Due ----------------- ---------- ----- -- --- ---------- -- --- ----- Permit Fee Total 280 . 00 280 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 280 . 00 280. 00 . 00 . 00 a, PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILA*C�*FIdI kL j1 11 CITY OF ATLANTIC BEACH Cc: UAW 1 BUILDING / ZONING DEPARTMENT ins 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # `�'' Property Address: Applicant: Project: This permit application has been: Approved F-1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. ' Reviewed By: � Date: Va ESS Date Contractor Notified: CH - CITY OF ATLANTIC BEA POOL PERMIT APPLICATION Date: Job Address: J 85-etk-,�, 14 1?, �2 ,¢iG Owner: y�. Phone: Contractor: C. 1 ► l/�� U C� �S Phone: Address: Fax: City : �fl GPCS it �f'� State: Zip Code: 3.a�S U Valuation of Proposed Construction: b(,� d Gallons: 1-bit" *Impervious Surface Calculation: -�,26: rl 4-6 max 1.41f16 C?�ht.�e • Swimming pools shall not be considered as Impervious Surfaces because o their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. 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 ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Reuisea 3104 Doc # 2005332490, OR BK 12739 Page 734, Number Pages: 1, Filed & Recorded 09/09/2005 at 01:04 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) /J Permit No. Tax Folio No. / 3� •��d State or County of 1-)'A IL To whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following Information Is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: f Address of property being Improved: / L a-x--33 General description of Improvements: Owner Address3�2 Owner's interest In site of the Improvement Fee Simple Titleholder(if other than owner) Name Address Contractor 1540LS Address Phone No. .- Fax No-,?o L/— 0 ,ySurety(U any) ' Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the Improvements. Name Address Phone No. Fax No, Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08(2)(b),Florida Statutes.(FRI in at Owners option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): ^� THIS SPACE FOR RECORDER'S USE ONLY -4C 65 /t(G OWNER Signe Before ay in the Cou f Duval,State of Florida,has pe)rst0 Ily appearedy- \�A\d UTHr/��„`i Note blit at Large,State cfFiou t 1� My commission expires: _ •• – #DD22 •�� Personally Known ✓ %z' :es or Produced Identification �'%99r'••.".e s°:•'•��`` �%o1( FLORIDA DEPARTMENT OF FLORIDA ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-353 Permittee: Permit Expires: February 3, 2008 Gregory S. and Jill M. Saig c/o Joseph S. Cronk Cronk Duch Partners 9995 Gate Parkway, North Jacksonville,Florida 32246 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a single-family dwelling, garage, swimming pool, spa, minor structures, excavation and placement of fill. Project Location: Between approximately 155 feet and 200 feet north of the Department of Environmental Protection's reference monument R-47, in Duval county. Project address: Lot 1,Block 62, Atlantic Beach Special Instructions: A preconstruction conference is required. Questions regarding the permit or i notice should be directed to the undersigned at: Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. -M.S. 300 2 Qtr / Tallahassee, Florida 32399-3000 Date of Notice Vict a, Engineer . Telephone (850) 487-4475 VHH/jg cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector City of Atlantic Beach Building Official Gregory S. and Jill M. Saig, Property Owner DEP Form 73-131(Rev.01197) Post Conspicuously on the Site leAl Department of 0 Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Colleen M.Castille Governor Tallahassee, Florida 32399-3000 Secretary February 4, 2005 Joseph S. Cronk . Cronk Duch Partners 9995 Gate Parkway,North Jacksonville,Florida 32246 Dear Mr. Cronk: NOTICE TO PROCEED PERMIT NUMBER: DU-353 PERMITTEE NAME: Gregory S. and Jill M. Saig Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1 and 2. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), 1(r) and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Bureau of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. Failure to comply with the permit, including the various reporting requirements contained in the permit conditions, will result in issuance of a violation notice or order to cease and desist all activities authorized by the permit. The Department may order illegal construction removed and legal remedies pursuant to Chapter 161 and 775,Florida Statutes,including but not limited to fines of up to $10,000 for each day of violation. Any notice of violation, including notice of delinquent periodic reports,will be mailed directly to the property owner. The permit will expire on February 3, 2008. Upon receipt of a written request signed by the permittee or authorized agent,the Department will consider extending the time limit of the permit. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit,there is no assurance that such new permit for the same construction or activities would be approved. "More Protection, Less Process" Printed on recycled paper. Joseph S. Cronk February 4, 2005 Page 2 Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee,Florida 32399-3000. The Department must receive the request within twenty-one days after your receipt of this notice. When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Section 120.54(5)(b)4, Florida Statutes and Rule 28-106.201(2), Florida Administrative Code, explain what must be included in a petition for a formal administrative proceeding. (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name,. address, and telephone numberr of the Petitioner, the name, address, and telephone number of the Petitioner's representative, if any, which shall be the address for service purposes during'the course of the proceeding, and an explanation of how the Petitioner's substantial interests are.or will be affected by the agency determination; (c) A statement of when and how the Petitioner received notice of the agency decision; (d) A statement of all issues of material fact disputed by the Petitioner or a statement that there are no disputed facts; (e) A concise statement of the ultimate facts alleged, including a statement of the specific facts that the Petitioner contends warrant reversal or modification of the Department's action; (f) A statement of the specific rules or statutes the Petitioner contends require reversal or modification of the Department's action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the Petitioner, stating precisely the action that the Petitioner wants the Department to take with respect to its action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed,further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the Joseph S. Cronk February 4, 2005 Page 3 lapse of time allowed for the-filing of such a request for hearing, may be subject to modification, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under Section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard,Mail Station 35,Tallahassee,Florida 32399-3000, and with the appropriate district court of appeal within thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in Subsection 35.22(3)of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205,Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding(which include the applicant,the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in(received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35,Tallahassee,Florida 32399-3000,by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date,time, and place of the first mediation session, ora deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and Joseph S. Cronk February 4, 2005 Page 4 (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized representatives. As provided in Section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for such set forth above, and must therefore file their petitions within twenty-one days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under Sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone 850/487-4475, extension 113. 4Bureau errera, Engineer Beaches and Coastal Systems VHH/j g Enclosures cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector City of Atlantic Beach Building Official Gregory S. and Jill M. Saig, Property Owner ��`pRotEctlo: STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management Bureau of Beaches and Coastal Systems FLORIDA 1 3900 Commonwealth Blvd. -Mail Station 300 Tallahassee, Florida 32399-3000 (850)487-4475 PERMIT NUMBER: DU-353 PERMITTEE Gregory S. and Jill M. Saig c/o Joseph S. Cronk Cronk Duch Partners 9995 Gate Parkway, North Jacksonville, Florida 32246 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on September 14, 2004, and was determined to be complete pursuant to rule on November 17, 2004. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major'structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the, activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any)i and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: February 3, 2008 LOCATION: Between approximately 155 feet and 200 feet north of the Department of Environmental Protection's reference monument R-47, in Duval County. Project address: Lot 1, Block 62, Atlantic Beach. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 2 PROJECT DESCRIPTION: Single-Family Dwelling 1. Location relative to control line: A maximum of 129.5 feet seaward including a seaward covered balcony. 2. Exterior dimensions: 66 feet in the shore-normal direction by 33 feet in the shore-parallel direction. 3. Type of foundation: Pile. Garage 1. Location relative to control line: Approximately of 46 feet seaward. 2. Exterior dimensions: 24 feet in the shore-normal direction by 30 feet in the shore-parallel direction. Swimming Pool 1. Location relative to control line: Approximately 141 feet seaward with 3-foot wide decking extending up to 144 feet seaward of the control line. 2. Exterior dimensions: 27.3 feet in the shore-normal direction by 19.2 feet in the shore-parallel direction. 3. Type of foundation: Pile. 4. Deck elevation of swimming pool: Approximately +20.8 (NGVD). 5. Bottom elevation of swimming pool: +14.3 (NGVD). 6. Maximum depth of swimming pool: 6 feet. 7. Height of pool deck above existing grade: Approximately 2 feet. 8. Total volume of excavation: 76 cubic feet. Spa 1. Location relative to control line: Approximately 127 feet seaward of the control line with a 1.5 foot bench extending up to 128.5 feet. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 3 2. Exterior dimensions: 9.5 feet in the shore-normal direction by 5 feet in the shore-parallel direction. 3. Deck elevation of spa: Approximately +22.3 (NGVD). 4. Bottom elevation of spa: +17.8 (NGVD). 5. Maximum depth of spa: 5 feet. 6. Height of pool deck above existing grade: Approximately 3.5 feet. Excavation/Fill 1. Total volume of excavation: 76 cubic feet. 2. Location of excavation: From 117 feet to 144 feet seaward of the control line. 3. Maximum depth of excavation: To elevation +14.87 feet (NGVD); 6 feet below existing grade. 4. Volume of fill to be placed: Approximately 100 cubic yards. 5. Location of fill to be placed: From 70 feet to 151 feet seaward of the control line. Minor Structures/Activities 1. Landscape improvements to be conducted a maximum of 207 feet seaward of the control line. 2. Retaining wall approximately 20 feet seaward of the control line. 3. A concrete driveway approximately 22 feet seaward of the control line. 4. Concrete pavers from 56 feet to 145 feet seaward of the control line. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. Contact Bobbie Nelson at 1-877-314-1329 to schedule an appointment. The proposed locations of the structures shall be staked out for the conference. PERMITTEE: Gregory S. and Jill M. Saig PERMIT NUMBER: DU-353 PAGE 4 2. The fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative during the preconstruction conference. 3. The permittee shall maintain bracing or guying systems for palms and other large trees planted seaward of a major structure for a minimum of two growing seasons. Bracing or guying systems shall include deadmen or anchors designed to resist soil failure from forces created by tropical storms and installed below root ball depth. 4. All lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. - Done and ordered this 3 rd day of_V 2005, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S120.52 Department of Environmental Protection Florida Statutes, with the designated Department Clerk, receipt of which . Wbed. ---- . Frit ettstein, Environmental Manager C�$ Bur au of Beaches and Coastal Systems D to �sl s h\q , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1 ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 sa FAX: (904)247-5805 ±} :` SUNCOM: 852-5800 www.coab.us November 05, 2004 Joseph S. Cronk FIL Cronk Duch Partners Copy 9995 Gate Parkway,North Suite 250 Jacksonville, Florida 32246 Re: Zoning and Land Use verification for Lots 1, Block 62, Atlantic Beach Subdivision "A" within the City of Atlantic Beach (propose residence, FDEP File Number: DU-353) Dear Mr. Cronk: This letter serves to confirm that the above referenced property is zoned RS-2 (Residential, Single-Family), and the Future Land Use designation, as established by the adopted Comprehensive Plan, is RL(Residential, Low Density.) ` Subject to all other applicable permitting requirements, the proposed residential use is consistent with the established Zoning District and the Comprehensive Plan designations and does not contravene local setbacks and zoning codes. Please feel free to call 247-5826 with any further questions. Sincerely, zo_'� 'C D.ln� Sonya B. BVerr,AICP Community Development Director Don Ford, CBO Building Official Department of r Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Colleen M.Castille Governor Tallahassee, Florida 32399-3000 Secretary October 11, 2004 Joseph S. Cronk Cronk Duch Partners 9995 Gate Parkway North Jacksonville, FL 32246 Dear Mr. Cronk: REQUEST FOR ADDITIONAL INFORMATION FILE NUMBER: DU-353 APPLICANT NAME: Gregory Saig Please be advised that your permit application is considered to be incomplete as provided for by Section 120.60, Florida Statutes, and Rule 62B-33, Florida Administrative Code. Receipt of information listed below is required. The items of information listed below are numbered to correspond with the item numbers on the application form. 6. Sufficient evidence of ownership including the legal description of the property for which the permit is requested. Sufficient evidence of ownership may include a copy of an executed warranty deed bearing evidence of appropriate recordation; a copy of a long term lease-purchase agreement, or contract for deed; a copy of a property tax receipt bearing the name and address of the current owner; articles of condominium bearing evidence of appropriate recordation (for condominiums); or the cooperative documents defined in section 719.103(9)(a), Florida Statutes (for residential cooperatives). Other documents submitted as evidence of ownership will be reviewed by the staff and may be rejected if found not to be sufficient. A copy of a purchase contract or an affidavit from the owner are not sufficient evidence of ownership. If the applicant is not the property owner, the applicant shall submit a certification on the form provided by the Department as part of the permit application form, authorizing the applicant to act as the owner's agent for the purpose of applying for a permit, and to act on behalf of the owner in other matters pertainin to the peutit 7. Written evidence, provided by the appropriate local governmental agency having jurisdiction over the activity, that the proposed activity, as submitted to the Bureau, does not contravene local setback requirements, zoning or building codes, and is consistent with the state approved Local Comprehensive Plan. 8. Details, including engineering design computations, for any proposed waste or storm water discharge onto, over, under or across the beach and dune system, including but not limited "More Protection, Less Process" TUN Department of �`ll �IdHI K���,H7dS Hi III�7Ii -0 lI Iiu H 'i �tar'4#rY 'j i, Environmental Protection •--a� �,+ Hyl S,I�H �, ^: o",nNi;cdaxlu;IH,aVuu'Wx. µlfuxd„d�.klrirxum'sr;;4u,�n!,;t;;w!. Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Colleen M.Castille Governor Tallahassee, Florida 32399-3000 Secretary October 11, 2004 Joseph S. Cronk Cronk Duch Partners 9995 Gate Parkway North Jacksonville, FL 32246 /j . copDear Mr. Cronk. y REQUEST FOR ADDITIONAL INFORMATION J�1_ FILE NUMBER: DU-353 APPLICANT NAME: Gregory Saig Please be advised that your permit application is considered to be incomplete as provided for by Section 120.60, Florida Statutes, and Rule 62B-33, Florida Administrative Code. Receipt of information listed below is required. The items of information listed below are numbered to correspond with the item numbers on the application form. 6. Sufficient evidence of ownership including the legal description of the property for which the permit is requested. Sufficient evidence of ownership may include a copy of an executed warranty deed bearing evidence of appropriate recordation; a copy of a long term lease-purchase agreement, or contract for deed; a copy of a property tax receipt bearing the name and address of the current owner; articles of condominium bearing evidence of appropriate recordation (for condominiums); or the cooperative documents defined in section 719.103(9)(a), Florida Statutes (for residential cooperatives). Other documents submitted as evidence of ownership will be reviewed by the staff and may be rejected if found not to be sufficient. A copy of a purchase contract or an affidavit from the owner are not sufficient evidence of ownership. If the applicant is not the property owner, the applicant shall submit a certification on the form provided by the Department as part of the permit application form, authorizing the applicant to act as the owner's agent for the purpose of applying for a permit, and to act on behalf of the owner in other matters ertainin to the perms Cnot evidence, provided by the appropriate local governmental agency having on over the activity, that the proposed activity, as submitted to the Bureau, does avene local setback requirements, zoning or building codes, and is consistent with approved Local Comprehensive Plan. 8. Details, includingengineering designcomputations, for any proposed waste or storm water discharge onto, over, under or across the beach and dune system, including but not limited "More Protection, Less Process" Printed on recycled paper. 1515, 1517, 1525 AND 1527 BEACH AVENUE CHARGES AMOUNT PERMIT NUMBER ADDRESS 05-00029570 1515 BEACH AVE. CITY RADON $ 0.43 CAPITAL IMPROVEMT BUILDING PERMIT $ 2,221.00 STATE RADON SURCHRG $ 8.35 SEWER IMPACT FEES EXISTING SERV HOUSE DEMO'D WATER IMPACT FEES EXISTING SERV REBUILT NEW WATER CONNECT/TAP/MTR EXISTING SERV. WATER CROSS CONNECTN $ 35.00 PLAN CHECK FEES $ 1,110.50 AB CONSTRUCTION SURCHR $ 2.00 ST CONSTRUCTION SURCHR $ 18.05 TOTAL $ 3,395.33 05-00029692 1517 BEACH AVE. CITY RADON $ 0.14 CAPITAL IMPROVEMT $ 325.00 BUILDING PERMIT $ 837.00 STATE RADON SURCHRG $ 2.76 SEWER IMPACT FEES $ 1,250.00 WATER IMPACT FEES $ 120.00 WATER CONNECT/TAP/MTR $ 525.00 WATER CROSS CONNECTN $ 35.00 AB CONSTRUCTION SURCHR $ 0.58 ST CONSTRUCTION SURCHR $ 5.23 TOTAL $ 3,417.71 05-00031419 1525 BEACH AVE. PENDING CHRGS CITY RADON $ 0.46 CAPITAL IMPROVEMT $ 325.00 BUILDING PERMIT $ 3,745.00 STATE RADON SURCHRG $ 28.22 SEWER IMPACT FEES $ 1,250.00 SEWER TAP FEES $ 1,050.00 WATER IMPACT FEES WATER CONNECT/TAP/MTR WATER TAP/MTR. $ 1,090.00 WATER CROSS CONNECTN TOTAL $ 5,348.68 05-00031419 1527 BEACH AVE. PENDING CHRGS. CITY RADON CAPITAL IMPROVEMT BUILDING PERMIT STATE RADON SURCHRG SEWER IMPACT FEES $ 1,250.00 SEWER TAP FEES $ 1,050.00 WATER IMPACT FEES $ 1,430.00 WATER CONNECT/TAP/MTR $ 525.00 WATER CROSS CONNECTN $ 35.00 TOTAL $ 3,240.00 SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029570 Date 5/27/05 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . NEW SFR 1758RAD/4013SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 762985 Owner Contractor ------------------------ ------------------------ SAIIi; GREGORY S . OWNER PO BOX 50648 JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 962-5035 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 21 FIXTURES Sub Contractor ATLANTIC COAST PLUMBING & TILE Permit Fee . . . . 182 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 182 . 00 182 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 182 . 00 182 . 00 . 00 . 00 a PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH r 3 PLUMBING PERMIT APPLICATION . ji C� ,r-c0 .5 Date: Property Address: t 5 S r -f-c�t7(__.. Owner: G7 kC 54-1 _ Telephone Contractor: C-� .Telephone #: •�$ ! Contractor Address: :)Z-3 / fV� W e"C Fax t Z 1_( ,7 -7 In consideration of permit given for doing the work as described in the above stxem� t,we h eby agree to perform said work in � accordance with the attached plans and specifications which are a part hereof and i ac ce ity oi'At! '•Beach ordinance and standards of good practice listed therein. f Installation of plumbing and fixtures must be in accordance with the most rece edition of th Southern Standard Plumbing Code. Plumbing Type: / If other construction is being done on this building or site. +� New list the building permit number: 0 Re-Pipe Number of Fixtures: Bath Tubs Z- Showers Closets Shower Pans Dishwashers Z- Sinks. Disposals Urinals Floor Drains washing Machine Lavatory 1 Water Sewer —water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845 . http:l/www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J f ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032022 Date 1/13/06 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . POOL WIRING Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ----------------------- - SAIG, GREG DAVID PRUETTES ELECTRICAL SVC. 1515 BEACH AVENUE 331-8 PARKRIDGE AVE ATLANTIC BEACH FL 32233 ORANGE PARK FL 32065 (904) 272-7225 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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. y ? BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD (,r ATLANTIC BEACH,FL 32233 l INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031815 Date 12/15/05 Property Address . . . . . . 1517 BEACH AVE Tenant nbr, name . . . . . . 1 C/U 1 A/H Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------ -- - ------- -- - ----- -- ---------------------- SAIL, GREGORY ENVIRONMENTAL AIR COND. INC 1515 BEACH AVE 6900 PHILLIPS HWY - 14 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 962-5035 (904) 279-0030 ------------- - ------------------- ------------------- ----- --- ---------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- --------- - ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL J(' 1-1'1 I r f% CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD :1 ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031814 Date 12/15/05 Property Address . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . 2 C/U 2 A/H Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------- - ---------------- SAIG, GREG ENVIRONMENTAL AIR COND. INC 1515 BEACH AVENUE 6900 PHILLIPS HWY - 14 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 279-0030 -- ----------- ------ --- -- -- ----------- ------- - ------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 131 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -- - --- ---- ---------- Permit Fee Total 131 . 00 131 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 131 . 00 131 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: e,,,1 Owner: G11-64- r Telephone#: yO -X75 Contractor: !©�uici w 2 t`ior�r� ` Telephone#: Zqevvejrr, Contractor Address: Ar /a Fax#- 7�d - p-,2%-67 Contractor Signature: In consideration of permit given for doing the work as described in ffi6e above statement,we hereb 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: )L-Electric ❑ Gas: LP Natural Central Utility ❑ Oil — — — �9 �0 ❑ Other-Speci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK %Heat _Space _Recessed .Central _Floorfps Residential Air Conditioning: _Room Central J`- Duct System: Material Thickness ❑ Commercial Maximum capacity ,OCA ci n ❑ Refrigeration X New Building ❑ Cooling Tower:Capacity In ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ 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 ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency ---77-w1zX03 -77M,u5 3 A( HEATING-FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency t �4I(-E- -T-wGc) - R-WCT 5& axe % E 13 /4/CZ7 TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH J` MECHANICAL PERMIT APPLICATION Date: Property Address: P r° Owner: Telephone#: 9;1�-0j,3 Contractor: �,/7y61ry tll exr& G e4,e t�9WV fru Telephone#: Contractor Address: l�D ra ,� F Fax#: �b �a —c ,7 Contractor Signature: In consideration of permit given for doing the work as described in the above statement,we ho by 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 Doti 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 C D� 226 ❑ Oil ��� ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK P--Heat _Space _Recessed Central —Floor Residential '�Air Conditioning: —Room Central ot Duct System: Material Thickness ❑ Commercial Maximum capacity / � cfrn ❑ Refrigeration )W— New Building ❑ Cooling Tower:Capacity gpm L3 Fire Sprinklers:Number of Heads E3 Existing Building ❑ Elevator: __ Manlift Escalator (Number) placement 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 Cl Gas Piping ❑ Other-Specify ❑ Other–Specify ' LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# -MFanuufacctturerr Ton's Agency HEATING-FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency Cts 04-(2--T- TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://wnvw.ei.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH I j 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029692 Date 5/27/05 Property Address . . . . . . 1517 BEACH AVE Tenant nbr, name . . . . . . GAR & APT 582RAD/1164SCHG Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 157658 Owner Contractor -------------- ---------- ------------------------ SAIG, GREGORY OWNER 1515 BEACH AVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 962-5035 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 9FIXTURES Sub Contractor ATLANTIC COAST PLUMBING & TILE Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: S Z 7 5 Property Address:— At-�-L Owner: P--r ''� �/'���" Telephone#• Contractor: '�� ` Telephone#: Z -5 I Contractor Address: J Z 3 A, /`J '' ax#: L� 6 --3 C73 _7�__ �a�_, 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 ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, C/ New list the building permit number: o Re-Pipe Number of Fixtures: Bath Tubs l Showers / Closets Shower Pans Dishwashers /� Sinks Disposals Urinals Floor Drains / Washing Machine Lavatory 1 Water Sewer ( Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: � X$7.00 + $35.00= 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845. http://www.ci.atlantic-beach.fl.us Revised 1/04 It . CITY OF ATLANTIC BEACH n j 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029692 Date 5/09/05 Property Address . . . . . . 1517 BEACH AVE Tenant nbr, name . . . . . . GAR & APT 582RAD/1164SCHG Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 157658 Owner Contractor --- ----------- ---------- ------------------------ SAIL, GREGORY OWNER 1515 BEACH AVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 962-5035 ------- --------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 634 . 00 Plan Check Fee 317 . 00 Issue Date . . . . Valuation . . . . 157658 ---------------------------------------------------------------------------- Other Fees . . . . . . . . CITY RADON SURCHARGE . 14 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 5 .23 AB CONSTRUCTION SURCHARGE . 58 STATE RADON SURCHARGE 2 . 76 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 120 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 634 . 00 634 . 00 . 00 . 00 Plan Check Total 317 . 00 317 . 00 . 00 . 00 Other Fee Total 2263 . 71 2263 . 71 . 00 . 00 Grand Total 3214 . 71 3214 . 71 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY ErrHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. dk BUILDING OFFICIAL u CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET ar Date: 2 ' 3 - o .- Address /S�/J IS-C f-. /4 a F_ . X/-5,7f ioL 4-Cc LAX J/- 1 )15 L Heated Square Footage 3 6 i (- @ $ ® _per sq ft= $_ 2 F-0 o Garage/ Shed @ $ per sq ft= $ Carport/Porch 6 g 7 @ $ S�J� per sq ft = $ 3 7 7 P S Deck @ $ per sq ft= $ Patio @$ per sq ft= $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: 6 s . 2 + 1/2 Filing Fee $ FLOOD ZONE: ' (l) Fireplaces @ $35.00 $ 3 IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ O SEWER IMPACT FEE $ O WATER METER/TAP $ CAPITAL IMPROVEMENT$ O SEWER TAP $ io C 0?,t) RADON HRS .0050 $ SECTION H PAVING ( ) $ (� CROSS CONNECTION $ ST(y613) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH J `') PERMIT CALCULATION SHEET J I ±c,L{JmVAzffrrz�4�< Date: 0 5- Address /J-- -7 /3C�i`• �cl� - /��cJ �'���G /�fi�/,� Heated Square Footage S a' @ $ © © per sq ft= $ / I/O 0 arage/ hed @ $ per sq ft= $ 32 d / 4 Carport Porch @ $ 3 2- per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ S-7 $ Total Valuation i sc $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: 1= TOTAL BUILDING FEE $ ZONING: dZ S- 2- + 1/2 Filing Fee $ FLOOD ZONE: �_ (o) Fireplaces @$35.00 $ - 0 — IMPERVIOUS r0 — IMPERVIOUS SURFACE: Si o BUILDING PERMIT FEE $ WATER IMPACT FEE $ ".20 SEWER IMPACT FEE $ 42 S—O WATER METER/TAP $ S 2 f CAPITAL IMPROVEMENT$ SEWER TAP $ _D - C (5'8z) RADON HRS .0050 $ SECTION H PAVING ( ) $ —p -- CROSS CONNECTION $ 31: ST(r i,q ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 Schlueter, Jennifer From: Showman, Lisa Sent: Thursday, May 05, 2005 7:54 AM To: Schlueter, Jennifer Subject: 05-29570 Jenny-- FYI -- 1515 Beach Avenue approved in AS400. SUk OKv C)LOI - clory-) Schlueter, Jennifer From: Showman, Lisa Sent: Friday, March 18, 2005 4:25 PM To: Schlueter, Jennifer Cc: Carper, Rick Subject: 05-29570 (1515 Beach Avenue) Jenny--Plan was not approved. First three line items are marked okay. Comment is: swale location is NOT satisfactory. No runoff drainge from new construction flows to swale--all flow is to the street. Original comments will be forwarded to you on Monday. Thanks--Lisa 1 �3 i rL`'rlr� CITY OF ATLANTIC BEACH s� BUILDING PERMIT APPLICATION (New/Residential & Commercial) rs Date: — I—) —a Job Address: Owner's Name: CE D Address: 3ZZ D Phone: ':7�)t 02- Legal Description: Block Number: Z- Lot Number: 2 Zoning District: �S Z Contractor: 0"-) State License Number: Address: Phone: City: State: Zip: Fax: Describe proposed use and work�o be done: f, Present use of land or building(s): V'f-'(R--�-T Valuation of proposed construction: "--7 Is approval of Homeowner's Association or other private entity required?hio If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? WNO. Applicant certifies that no change in site grade, impervious area 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. /7YES. 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. (�)0 t—\E Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in 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 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 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,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.cLatlantic-beach.fl.us Page 2 Revised 8104 CITY00 SEMINOLE ROAD CH `• ATLANTIC BEACH,FLORIDA 32233-5445 Ss1 TELEPHONE:(904)247-5800 FAX:(904)247-5805 a SUNCOM:852-5800 http://ci.atlantic-beach.ft.us N PLAN REVIEW COMMENTS Permit Application #. 0 S_ - r s"7 0 Applicant: G 4 E G S,-l 6 Address: 4P. 0, 3oY, 5-06 Y8 S Ac�4soNv«cE 15C-0, F� Project: -5"t 3 /3 ,—,c o+c(4 v F E w /1FPc o cE S F/L. o Your application is approved Your permit application has been reviewed and the following items need attention: 7`�vssEs ay 4r Rd P sicNFi-O T� /Za,HP/f�XP / CArC Cove'_ /CO2ers L,-5e_c.'2/E S u's h'/ 7rz 17 Please re-submit your application when these items have been completed. Reviewed by `s� b rs F0 2 Signed C.Q •-- r Date /-s `"6T Contractor Notified Date �! :J1J CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT D. Ford 800 Seminole Road Doerr =3rvwxy, A Atlantic Beach,Florida 32233 f31 ' (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS i0if r I'i� t Permit Application # L)S— Z9 S I Property Address: 1 J f C+A Alf E Applicant: Go CCJ--1 Project: <SE_� This permit application has been: Approved F7 Reviewed and the following items need attention: Please re-submit your application whe these items have been completed. Reviewed By: Date: /�- _ CITY OF ATLANTIC BEACH SS PUBLIC UTILITIES DEPARTMENT Jr 1200 Sandpiper Lane C ITv F AT � *} Atlantic Beach,Florida 32233 Jl�l (904)247-5834 (904)247-5843 Fax JAN 2 G www.coab.us ' 13v PLAN REVIEW COMMENTS �( Permit Application# OS- Z9 S -7 O Property Address: I S I S Applicant: Project: Your application is approved as noted by the Public Works went Final applicatim approval must come from.the Building Dement o Your permit application has been reviewed y the Public Utilities Department and the following items need attention: tAlgrze -SEW t c � 9 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Law, Atlantic Beach, FL 32233 in order that we can approve your application. if you have any questions,please call(904)247-5834. Revi ed by Donna Yaluzniak,Public Utilities Director Date as— Signature Contractor Notified Date s� City of Atlantic Beach - 800 Seminole Road •Atlantic Beach,Florida 32233 Phone: (904)247-5800 - Fax: (904)247-5805 - http://www.coab.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: Gregory S. Saig P.O. Box 50648 Jacksonville Beach, Florida 32250 FILE NUMBER: ZVAR-2005-05 DATE OF HEARING: March 15, 2005 ORDER DENYING VARIANCE The above referenced Applicant requested a Variance to reduce the required rear yard setback on an oceanfront lot (the Beach Avenue side) from fifteen (15) feet to five (5) feet to allow for the construction of a detached two-story garage on property within the RS-2 Zoning District and located at 1515 Beach Avenue. On March 15, 2005, said request was considered at public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the application and supporting documents, the Community Development Board, denied the request, finding: 1. There are no exceptional topographic conditions on or near the property. 2. There are no surrounding conditions or circumstances impacting the property disparately from nearby properties. 3. There are no exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. 4. There are no regulations enacted after platting or after development of the property or after construction of improvements upon the property having an onerous effect upon existing use and development of the property. 5. The lots are not of irregular shape of the property warranting special consideration. 6. The lot is not of substandard size warranting a Variance in order to provide for the reasonable Use of the property. Page two Order ZVAR-2005-05 March 16,2005 NOW THEREFORE, the Community Development Board hereby DENIES this request for a Variance to reduce the required rear yard setback on an oceanfront lot (the Beach Avenue side) from fifteen (15) feet to five (5) feet to allow for the construction of a detached two-story garage on property within the RS-2 Zoning District and located at 1515 Beach Avenue. DATED THIS ZO DAY OF ' 2005. OA4��Y Craig Burkhart,Acting Chairman Community Development Board The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes_ Community evelopment Director S XL`�, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J `A ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029418 Date 12/20/04 Property Address . . . . . . 1515 BEACH AVE Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------ --------------- -- ---- ----------------- --- SAIG, GREG OWNER 1515 BEACH AVENUE ATLANTIC BEACH FL 32233 (904) 962-5035 ---------------- ----- ------------ ------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 12/20/04 Valuation . . . . 0 Expiration Date 6/19/05 Fee summary Charged Paid Credited Due - ---------------- ---------- ---------- ---------- ---- ------ Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BW DING ES. c BUILDING OFFICIAL SS' CITY OF ATLANTIC BEACH �m DEC 00 TREE REMOVAL APPLICATION � .yam �: � �• .�, � ..i! r �}'' -' .. All applications must be submitted wi h seven (7) copies and received by 5:00 p.m.on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. Applicants Name: rL SGI 51 .1 Gh Address: T 1 q" "E7 .�.� Telephone#: 261- 50 35 Address or Legal Description I cz i, ( 5 i>EAC- - A\JE Of Tree Removal Site (If legal description, list closest cross street Reason for Proposed 1 e T ` -TVerr- 5 Lo Tree Removal 'I+0—T j ... �.alC 49 ;.,..:a Has this site been to the Tree Board Before? (Circle) YES A NO NOT WRE, Please provide the following information: l, ;3 40 C.c SITE PLAN/TREE SURVEY indicating: a. Existing and proposed structures. b. Location of utilities and easements as applicable. c. Location, species and size of all trees with Diameter at Breast Height(D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an"X". e. Location, species and size of all trees to be preserved on-site for replacement must be marked •with brackets"[]". f. 'voce ion., s' 6cies Arid size of any proposed,nOw replacement trees marked with a circle"O". g. Location;species and size of-all trees to be preserved on-site with barricading at free drip line noted. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the d. All trees identified for removal MUST BE MARKED ON-SITE BY RE RANG agging, paint or tape. e. All trees to be preserved on-site for mitigation MUST be marked wit BLU REEN flagging, paint or tape. 800 Seminole Road-Atlantic Beach,FL 32233-5445 Phone:(904)247-5800-Fax:(904)247-5854•www.coab.us Page 1 of 4 Revised 11104 CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j r ATLANTIC BEACH, FLORIDA 32233 _. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026591 Date 7/31/03 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . DEMO EXISTING STRUCTURE Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SAIF, GREGORY S . OWNER PO BOX 50648 JAX BEACH FL 32250 ----------------------- ----------------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL C CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION Date: _ 3D–g_l� Job Address: �5( `— C� t"l= Owner of Property: Address:?0.'3atiC �0250 Telephone: QOq '?&0-S03S Legal Description: Block Number: (v2- Lot Number: Z Zoning District: Contractor: CT c n e( State License Number: Contractor's Address: Telephone: Fax: n Describe pro )seA use and work to be done: �r+�lt1-t�b �C " C \ ^ - oJim (�c Present use of land or building(s): � o Is approval of Homeowner's Association or other private entity required?-J-Z 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? 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. G!1NO. 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 appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all information provided with this application is correct. Signature of Own Date: —7—6 I hereby certify that a and examin this application an ow the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.f.us Page 1 Revised 1/14/03 Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this 20 day of ,2003 . State of Flor' CQualy of I2uya1 _ VMYN A.AL1AUt0 otary's Signature: Nofaty Pablo:-9bft d FWft G=K Evirm�3 � ❑ Personally known Catnndploe i OD0226be [�Produced identification Type of identification produced FL- ©IL a0t/-� AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 J� CITY OF ATLANTIC BEACH � fit OWNER/BUILDER AFFIDAVIT Date: Job Address: ,i'1 '3PAE'.H 6-V> CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUVLDER PERMIT. R/B SWORN TO AND SUBSCRIBED BEFORE ME THIS 30 DAY OF 20&3. NOTAR UBLIC IERLYN A.ALVARO MY CO ISSION EXPIRES: Nfty PuWtc-Stste of Florida NOTE: PHRASES UNDERLINED ABOVE. Ib Comm.Expires May 3,2005 Commission#DD022699 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Florida's Construction Lien Law IN Protect Yourself and Your Investment NbwAccording to Florida law,those who work on your property or provide materials, and are not Rpaid-in-full, have a right to enforce their claim for payment against your property. This claim Wis known as a construction lien. Jeb Bush If your contractor fails to pay subcontractors or material suppliers or neglects to make other Govemor legally required payments, the people who are owed money may look to your property for Kim Binkley-Sayer payment, even if you have paid your contractor in full. Secretary This means if a lien is filed against your property, it could be sold against your will to pay for Customer Contact Center labor, materials or other services which your contractor may have failed to pay. 1940 North Monroe Street This document explains Florida Statute 713, Part 1, as it pertains to home construction and Tallahassee,Florida remodeling, and provides tips on how you can avoid construction liens on your property. 32399-1027 Protecting Yourself If you hire a contractor and the improvements cost more than $2,500, you should know the VOICE following: 850.487.1385 • You may be liable if you pay your contractor and he then fails to pay his suppliers or FAX contractors. There is a way to protect yourself:A Release of Lien is a written statement 850.488.8748 that removes your property from the threat of lien. Before you make any payment, be sure you receive this waiver from suppliers and subcontractors covering the materials EMAIL CaIlCenter@ used and work performed. dbpr.state.fl.us a Request from the contractor, via certified or registered mail, a list of all subcontractors INTERNET and suppliers who have a contract with the contractor to provide services or materials to www.MyFlorida.com your property. • If your contract calls for partial payments before the work is completed, get a Partial Release of Lien covering all workers and materials used to that point. • Before you make the last payment to your contractor,obtain an affidavit that specifies all unpaid parties who performed labor, services or provided materials to your property. Make sure that your contractor obtains releases from these parties before you make the final payment. • Always file a Notice of Commencement before beginning a home construction or remodeling project.The local authority that issues building permits is required to provide this form.You must record the form with the Clerk of the Circuit Court in the county where the property being improved is located. Also post a certified copy at the job site. (In lieu of a certified copy, you may post an affidavit stating that a Notice of Commencement has been recorded.Attach a copy of the Notice of Commencement to the affidavit.) • In addition, the building department is prohibited from performing the first inspection if the Notice of Commencement is not also filed with the building department. You can also supply a notarized statement that the Notice has been filed, with a copy attached. The Notice of Commencement notes the intent to begin improvements,the location of the property, description of the work and the amount of bond (if any). It also identifies the property owner,contractor, surety, lender and other pertinent information. Failure to record a Notice of Commencement or incorrect information on the Notice could contribute to your having to pay twice for the same work or materials. Whose Responsibility Is It To Get These Releases? You can stipulate in the agreement with your contractor that he must provide all releases of lien. If it is not a part of the contract, however, or you act as your own contractor, YOU must get the releases. If you borrow money to pay for the improvements and the lender pays the contractor(s)directly, instruct the lender to get releases before making any payments. If your lender then fails to follow the legal requirements, the lending institution may be responsible to you for any loss. What Can Happen If 1 Don't Get Releases Of Lien? You will not be able to sell your property unless all outstanding liens are paid. Sometimes a landowner can even be forced to sell his property to satisfy a lien. Who Can Claim A Lien On My Property? Contractors, laborers, material suppliers,subcontractors and professionals such as architects, landscape architects, interior designers, engineers or land surveyors all have the right to file a claim of lien for work or materials. Always get a release of lien from anyone who does work on your home. Additional Tips On Home Construction • Verify that your contractor is properly licensed. Information regarding licensing can be found below. • If you intend to get financing, consult with your lender or an attorney before recording your Notice of Commencement. • Insist that the contractor/remodeler secures a building permit and adheres to all building codes and ordinances. Information All Construction Contracts Should Contain • The contractor's name, address,telephone number and contractor's license number. • A precise description of work and materials to be supplied.The contract should specify the grade of construction,flooring and trim materials to be used. Don't accept the phrase"or equivalent"; the contract should specify appliance models and alternates for models not available. • A beginning date. • A completion date. • A complete list of companies or individuals supplying the contractor with labor or materials. Be sure they are insured so you are protected against theft or damage to their supplies or work. • Financing information and the payment schedule. • All necessary building permits or licenses. • Agreement regarding site clean-up and debris disposal. • All warranty agreements. Ask for explanations and clarifications of legal terms or confusing language. Be sure you understand completely what you are signing: Remember, promises are difficult to enforce unless they are in writing. Even for small jobs, have a written contract spelling out the details. Be wary of anyone who says, "We don't need to bother putting it in writing." E �o> FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Bureau of Beaches and Wetland Resources 0172-57 -� 3900 Commonwealth Blvd. -MS 300 Permit Number. ) FIORA ' Tallahassee,FL 32399-3000 (850)487-4475 No.ofPagesAttached: FIELD PERMIT PURSUANT TO SECTION 161.053 or 161.052,FLORIDA STATUTES FINDINGS OF FACT AND CONCLUSIONS OF LAW: The request for a permit was considered by the staff designee of the Department of Environmental Protection and found to be in compliance with the requirements of Chapter 62B-33,Florida Administrative Code(FA.C.). Approval is specifically limited to the activity in the stated location and by the project description,approved plans(if any),attached standard conditions,and any special conditions stated below pursuant to Paragraph 161.053(5),Florida Statutes. This permit may be suspended or revoked in accordance with Section 62- 4.100,F.A.C. f PROJECT LOCATION: - / ro PROJECT DESCRIPTION: t4 SPECIAL PERMIT CONDITIONS: This permit is valid only after all applicable federal,state,and local permits are obtained and does not authorize contravention of local setback requirements or zoning or building codes. This permit and public notice shall be posted on the site immediately upon issuance and shall remain posted along with local approval until the completion of any activity authorized by this permit. Other special conditions of this permit include: 14, STANDARD PERMIT CONDITIONS: The permittec shall comply with the attached standard field permit conditions. APPLICANT INFORMATION: I hereby certify that I am either: (la)the owner of the subject property or (lb)I have the owner's consent to secure this permit on the owner's behalf;and that(2)I shall obtain any applicable licenses or permits which may be required by federal,state,county,or municipal law prior to commencement of the authorized work-, (3)I acknowledge that the authorized work is what I requested;and(4)I accept responsibility for compliance with all permit conditions. Applicant's Signature Date Telephone No.(70c/ ) 76 J-0 3 i Applicant's Printed Name ,/"~ Addresst- vC If applicant is an agent: printed name of property owner property owner's address property owner's telephone no. DEPARTMENT FINAL ACTION AND FILING AND ACKNOWLEDGMENT: This field permit is approved on behalf of the Department of Environmental Protection by the undersigned staff designee,and filed on this date, pursuant to section 120.52,F.S.,with the undersigned designated Deputy Clerk,receipt of which is hereby acknowledged. 1 s;F�Yom. l ,��(s g Staff Designee/Deputy Clerk Printed Name of Designee/Deputy Clerk ate PUBLIC NOTICE IS ON THE BACK OF THIS PERMIT. EXPIRATION DATE: (Emergency permits issued pursuant to Section 62B-33.014,F.A.C.,are valid for no more than ninety days and other fiqd permits ire valid for no more than 12 months. The staff designee may specify a shorter time limit.) EMERGENCY PERMIT:El YES �(r NO Approved plans are attached: CIYES ONO POST PERMIT AND PUBLIC NOTICE CONSPICUOUSLY ON THE SITE DEP Form 73-122(Rev. 12/02) [White Copy-Tallahassee Q,f 9ce] [Yellow Copy-Applicant] (Pink Copy-Staff Designeel a , r T_ MEMORANDUM City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 a FAX(904)247-580-5 SLJNCOM 852-5800 TO: Greg Saig FROM: Sonya B.Doerr,A1CP Planning Director ]DATE:. June 10,2003 E-MAIL.- sd Derr*ci.atlautic-beach fD,us RE: 1515 Beach Avenue,Lots 1 and 7.,Block 62,Atlantic Beach Subdivision"A" (RE Parcel Number 170309-000) Mr. Saig, the property of which you have inquired consists of two residential platted Lots of Record. These parcels have a Zoning District classification of RS-2 (Residential, Single-Family). The Future Lund Use designation, as established by the adopted Comprehensive Plan,is RL(Residential, Low Density:) These two lots are entitled to be redeveloped as two separate lots,provided that the existing residence is demolished, in that the two lots have been previously developed as a single Development Parcel. (I have enclosed the provision of the City's Laud Development Regulations that addresses this issue, as well as the RS-2 District requirements.) Once the existing residence is removed from the property, a single-family residence would be permitted on each lot„ subject of course, to all applicable Florida Building Code requirements and ether local Land Development Regulations, as well as any State permitting requirements applicable to coastal construction. Please feel free to contact me at 904 247-5917 with any further questions. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026687 Date 9/11/03 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . TEMP POLE, 60AMP, 1PH, 3W, 24 Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SAIG, GREG MCCLURE ELECTRIC SERVICE 1515 BEACH AVENUE P.O. BOX 51368 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 249-9061 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . 8/18/03 Valuation . . . . 0 Expiration Date 2/15/04 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 0.0 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL af 4e z ■ 4 , , -v1n ) rol' • ,� �' CITY OF ATLANTIC BEACH 0\.*.SEEM .� s� MICRO rr 800 SEMINOLE ROAD / f • ATLANTIC BEACH, FLORIDA 32233-5445 • Telephone: (904)247-5800 • Fax: (904)247-5845 • http://ci.atiantic-beach.fl.us FAX s-� Lj n _ . To Fax#: From: Jennifer Date: T Pages: Re: [:'C f"�,�� ,S Zt -7 r 2( G ❑ Urgent ❑ For Review ❑ Please Reply Notes: ("Al C cx-)-�'I d eyne6� �jufl eyi I c I'J'-\ u"', I k"-)�I NA�j�o `'mac p CAS r`Y1 , C'q S .. ��cW n'`l t_ ! HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Sep 05 2003 12:40pm Last Transaction Date Time Twe Identification Duration Pages Result Sep 5 12:38pm Fax Sent 92466461 1:48 3 OK F CITY OF ATLANTIC BEACH r '} 800 SENVIINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 d� Application Number . . . . . 03-00026687 Date 8/18/03 Property Address . . . . . . 1515 BEACH AVE Tenant nbr, name . . . . . . 60AMP, 1PH, 3W, 240VOLT, 1 1/ Application description . . . ELECTRIC ONLY C-7-�rnp �Q�E Property Zoning . . . . . . . TO BE UPDATED l Application valuation . . . . 0 Owner Contrac Ct Y-►'CC 4 � ------------------------ ------- SAIG, GREG MCCLURI 1515 BEACH AVENUE P.O. B( CL 7Z� ATLANTIC BEACH FL 32233 JAX BE: ?40 (904) ------------------------------------------------- ------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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 K BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL �3 Sig CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION DATE: ` ' 20(-)3 TO THE CHIEF ELECTRICAL INSPECTOR: — IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. r ELECTRICAL CONTRACTOR: MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: (L JOB ADDRESS: , 1 Cott" , RES.( ) APT.( } COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.X SIGNS( ) SQ. FT. SERVICE: NEW INCREASE REPAIR( ) CONDUCTOR SIZE AMPS: COPPER ALUM.( ) FEES ffy SWITCH OR BREAKER w AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS w 5 u UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. I KVA NO.NEON TRANSF. NO VA [MA I MOTOR SIZE SWITCH FLASHERS EACH SIGN 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Revi.-wA nan71M CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers JOB TITLE CALCULATED BY_ G G DATE T�O , JOB NO.& CHECKED BY DATE SUBJECT IQ( SKETCH NO. SCALE __ SHOF S 0 P z A W, t2CP4 iR C9ILL-t-AA� h%Tt-A 0,3-1-t e-- c.F { C,QAJS rn)c,-n o j Co. { q� 6A /4 rro� T6V Tb r7/&— h14t> 1,04Z) ANILIS 15 0�- T Tr�REZ�" k1)4(.t, pA&/Ezs �oGAr&'D .47- Cv K11 T k( EX I C IL V 57te7En. /6 vo r' �l c.w v err-> T)4'E A N f4(,/6/6 A kI D -S44u CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers JOB TITLE �Uc�I�I C��T7L(�GT1BJ CALCULATED BY GG IL _ DATE �� �� JOB NO.MCI O 2,1 CHECKED BY DATE _ SUBJECT PFPIQ-f2 SKETCH NO. SCALE SH Z OF-40 VJ0q Gv It' 0 GTf O ! l 7�..�1 Cal A�2-t// Z� l�C`I{-t 1. f=ri l4- �n9C., ��''�'p,"`�-tl�- J v•, VJ +'lUI AJ b k wrn>o L-E 1=0 h 77�-� Vl/0Do0 4p Vrrto L, I oar r7- . A1' Roams U C$rE"b•o h Z p� GOM �l1 `� /4 atD GG A-DD i b I V6 C I /_ b rsn� C 2. b �od o OK ( S1� 110) �� o� Cor1��sTs A•-�A U-+9�D�� .��. ��v� ��cs�s.c�rr>: Usc � '6 w F � 2 'd ��rl lv�.►t�1+I��hf�� Ar>�'t �` r�v � p z I,10 l,UrGA T-t>c."b M) CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers / JOB TITLE N0C K I4 CALCULATED BY L-K DATE 3 p JOB NO S"0T2 CHECKED BY DATE SUBJECT 'SCJ 1444 Rli-mitiCo h+gpigIn SKETCH NO. SCALE SH .3 OF-b? C6 &G-P) - -CG cP; ) us A r7.9 psF t�h �,cf x�u. F'i� tr�y rts�n OA) G'oMpDa�tlTs rMf� G`14AD/tJv 1, �6� 31•o K � •a a�6 v�/�a�� srgt 2/�v Sfi. �= 30 ,r7l-Psi- a r x}01 2 p 5� Irnn yV►k7Gott� �c�SratiF3sun� qLl t-21gH10to I1 j A) G1 1 W IUB PANEL. i 6TOPs aN v k-)qctJ /D OF" �bil1 jWi�cs�rJs <6PAu Q ZZ -0 4o/-D '�)3f7rr- li, 0 0 2Z = r7obI b5 3 5 S cd Fop1a Z m� 2 5 6 T PS AFN e- r1/ �►�� rJru D �1 i1 �m rte. y X C7 5��► ��o��. Gti — 1 .1 5 1 (: = � � ) I �= 1 3 3 -CIO I -� SD psi w ! i S I I 133 �acaor�er�, 31co 1 CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers / /� JOB TITLE /L!/d«/dJ CA 7710G77',PV CALCULATED BY C�'� DATE3 It IS JOB NO.& •O Z.Z. CHECKED BY DATE SUBJECT ALG SKETCH NO. SCALE _ SH "7` OF & 25,x, s ��/ 8$/ /�•/lam t o ✓rvP / QD= °�3'7� rr-ids Y 12 = �1� Dn �rra�s, ! 'tY��Sr L4& Ii 2 y 65�/P,vo , Z 6rvQs �sik lot- ,$E-;v-w6- � Itlo groPS Arpp = 17) 317111fr- 1,�g Z pG��.3 ��u • Ib�. i s 016 a` '�•� 3�� sic 6�/� VV t S WpjP an,:W4 4 I Oe r A Y. 3 94 r-.t �'o n z '�c t,' �r'Up� 's FOn 1'z/4��x5/z'' LVL 10 7z � � 1 =��3 �0 = o , r) A ,/ �� � ✓Anions Go 6,,c�i�rioAvs - ©r- 2x� , X3/9-` S %a" e-Vc, 4,,1,x -s LL t F:w rL kf P(.A rr='�� Pg-Dvec-� T4=- DSL -lo N� 0Ajotit/G/44.Lyl IA/irWav-r /'lrti v S� �¢�'e /��4 "x 5 %�'�� �.V� srvQg �,J �rl� S�►r.�w�� DU r•d r= �;i G, rr��f p K,b,c CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers /l � JOB TITLE �WG1t/,V c-o,Vg�tclGTlaU CALCULATED BY G G �- DAT ?� �O 1. JOB NO.4!!�g •D Z Z CHECKED BY DATE SUBJECT 1'�1.L. r ►1 P7 1b)/ 7 �1�1I1 SKETCH NO. SCALE SH OF -(�_ $ 10 -3 P/Xu/Z _ r), _ /l04fr-r 3 11-4m44 = Adz- /U, 4 pw=n Z z�' _ 1� 2 Z ��Gr�d� = �<o�p�t=X Z?, = � gd���►g 3Pc5 Sa-�►�o � Pic 2 C 7'n 12>1 •�1 -1�s .•; dsr Ss�s fru ��i4 = o,y5'� s S.PA�.I��, i Ind IN Do 0.4 i O� 3 Qii Jd = 496, ?-4`r fi ,r IZ7. AJAlG14F�C..`� 1O ^ :3 d- ,4,1 r 1J5� Z�� ��x �t•�Y p ,Jo �N�Myr.1 STRUCTURAL NOTES: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1994 STANDARD BUILDING CODE . 1. WIND LOAD DESIGN AS PER ASCE 7-93 WIND SPEED BASIC.............................110 MPH COMPONENTS AND CLADDING EXPOSURE ` C` CATEGORY I IMPORTANCE FACTOR 1.05 MEAN ROOF HT. 22 FT WALL FRAMING DESIGN PRESSURE..................47.65 PSF REQUIRED WINDOW DESIGN PRESSURE..........49.20 PSF 2. ALLOWABLE UNIT STRESSES: A. ALL LUMBER AND TIMBER SHALL BE SYP NO.2 AND BETTER, WITH AN ALLOWABLE BENDING STRESS fb=1750psi, IN ACCORDANCE WITH SOUTHERN YELLOW PINE INSPECTION BUREAU GRADING RULES. B. ALL LAMINATED STUDS SHALL BE 1-314" X 5-1/2" MICRO=LAM LVL BEAMS AS MANUFACTURED BY TRUS JOIST MacMILLAN 3. ALL HARDWARE SHALL BE GALVANIZED. BOLTS SHALL MEET REQUIREMENTS OF ASTM A-325, TYPE I. NUTS SHALL MEET THE REQUIREMENTS OF ASTM A-563, GRADE DH. ALL NAILS, WASHERS, CLIPS, AND STRAPS SHALL BE GALVANIZED. 4. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 5. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 6. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE ARCHITECT, CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. AIN. RETURN Book 9182 Pg 173 N E #---A V7 .� 7 A. 1977 LAWS RAMCO FORM 409 713.13 Notice of Commencement (Prepare in Duplicate) To whom it Wray concern: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. 1 Description of property..... .....�F'Lt C�..... .........C - Ct t: C..... PeA- JI................................. ....................................................................................................................................................................................... ....................................................................................................................................................................................... General description of irpro}y`ements... '(?. b.( (j .: �lY1lV1G{ �✓1.......... U ��....... . .......b.�!.!! i.11b .......................................................................... Owner...... .l..l. D. �{ ... ).I 0/!1,.G,L,4!1............................... ...............: ......... ........ ........�2Z.. 3. ................ Address ......�.��.��......�rac. ......�-t,.............. .............. f�.G............ ........................................... Owner's interest in site of the improvement.........n ...6................. ........................................................................ Fee Simple'Title holder(if other than owner) Name........................................................................................................................................................................... Address ............'................................. ..... ..... ... ........................................................ Q Contractor . .. l 1�6... ,�1S Y� -(o ...IV, ..............:..... .... ,.1. 1 Address ....�1?�� �.........1.s.........t .!� ......J ........... �.C{G .SQ4.(1� ..... `�C.4 .r. . .L..................�� G....... Surety(if any) ............................................................................................................................................................. Address ................................................................................................................ Amount of bond S ....................... Any person making a loan for the construction improvements: Name ............................................................................................................................................................................ Address ....................................................................................................................................................................... Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name ..................................................................................................... .................................................................... Address ...................................................................................................................................................................... In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(h),Florida Statues. (Fill in at Owner's option). Name ......................................................................................................................................................................... Address ...................................................................................................................................................................... This space for recorder's use on�lyy 9:. P ! ...:.. �� R 17 17 Doc# 99006836 �. Lh_ Filed & Recorded Owner 01/11/99 11:08:06 A.M. HENRYNRY Sworn to and subscribed before me this . . day of W.. COOK � CLERK CIRCUIT COURT ,a..41 n.�n, .t 1 ............... 19 .1... DUVAL COUNTY, FL REC. $ 6.00 ti"'r..�7r w,yt:,;r�r�tExp�3i15/2UU. r`�a�r� ° powed By Service Ins p11Ul- Iuo.CC622573 0personally Known 1100W I u p6A.3844 9" Fde1 Q,4 v 17640 n Y. I �P ' MEI�F'� G ( !Y OF AT BEACH E S { 1 J ,lir` P14AT.4 O W' INFORMATION :1w1FwG�.' 176 q A dXe 1515 ,BEACH AVENUE 6 ATLANTIC BEACH, FLORIDA 32233 LEGAL D.RSCRI str. Tyve:wOODFAXECcg ,ION 3ccs Lc t:1&2 Twp., ' �d P .Use; Section-. Q 5ubd:fl Rng; 0 sDw Il.i FIs: Subd vision:A' LARTIC BEACH Ist i ear. Cost : 26,000.,00 "'T rta l Fees:.` 210.,Act 0.00 NMI - N a � APPL ICAT I ON FEES ---------- 210 .--- -- 210 .€ 0 u A ORIDA 3223�Ir i g �1£1s�t5 v CON TION LUCKt CC CIC" C3AI ACKS014VIL EACH{ FL 32250 EXp: .. J. V NOTICE- INSPECTIONS MUST OE REQUESTED AT LEAST 0'�HOURS PRIOR TO INSPECTION IILI?ING MATERIAL, RUBBISH AND DEBRIS.FROM THIS WORK MUST.NOT BE PLACED IN:PUBLIC SPACE,AND MUST BE D UP ANS'?l��►ULED AWAY BY EI ER CONTRACTOR OR OWNER a± URE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN T PROPERTY OWNER PAYING TWICE FOR BUILDIN07IMPROVEMkNTS. I i COPIDINCa TO APPROVED PLANS WHICH ARE PART OF THIS PERMITS AND SUBJECT TO REVOCATION FOR SIC OF APPLICABLE PROVISIONS OF LAW. 0L4 A *Ti CH BU DIN EPARTMENT I t S 2rl4t INf112�11�8 ; yrs I I v C E- 1 11r.D CITY OF ATLANTIC BEACH ��gg PERMIT APPLICATION REIIKODEL, ADDITIONS, OR AL7jQ4I6Ngq MOVING,DEMOLITIONS City Of Atlantic Beach Building and Zoning Owner(s) ���e�e �� IlMaA Job Address: t� S 6eack 6(ule Phone: Zf} 1- -�-g 4-g Lot # Block or Unit # Subdivision: n Contractor: L-u&L O (C VIs YVJ�04 ,(/1 C , State License # O CCo 44, Pz3 Address:-49 33 1 S1 Aur !V Phone No: I- f(p 31 City < 1adson w H-e 8fCa(S�6te F Zip Code Sze v Describe work to be done: �11��1( Q (,t) �� �V1l f Q�l �•Lff�G� Present use of building: (2e SI deviLe Valuation of Proposed Construction: 2rj Q(c d _7 3 Proposed use: Is this an addition? Q If yes, what are the dimensions of the added space: � ft. X ft. Will the added area be heated and p cooled? �`�0 New electrical (or increase) ?96 \ New plumbing fixtures?-LU New fireplace New Heat/AC? Ind SUBMIT TIMES (COMIERCIAL) TWO (RESIDENTIAL) CQ1WLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FOM0, NOTICE OF CCMIENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. -� Signature OWNER: C ;�" Date:--z-4-9q Signature CONTRACTOR: '! %�r�. 1,( �i� Date: AS TO OWNER: ,• ;�y Comm Exp.3/15/Lovi Sworn to and F z �I,se this day of 19 q 5 a'U, No.CC622573 ..r' �elsonally Known (I Other I U C9�� L NOTARY PUBLIC AS TO CONTRACTOR: Sworn to and subscribed before me this y of NOTARY PUBLIC ��w�w��µ� •,1•Y Ip�I/� P&da F1111onft • ISI I M#C{/5=1 L RRES hqM 27,2000 �� IONOED 11NNI TROY fAIR .�. CITY OF ATLANTIC BEACH PERMIT CALCULA ION SHEET AddressS S ,.. Iv -S Da---e — 13 Heated Sauare Footage @ TD e r S t Garage/Shed 0 @ T)e r C-G, 7 Ca r D o r t Porch -f e C'K iD e r 30, tt Pat-lo a TOTAL VALUATT(-, 4 : 414 ✓ Total Valuation 1st Coe 1000 RemValue YS. per rhousana or portion thereot TOTAL BUILDING FEE + - � ailing Fee Fireplaces Cd $15 , 00 BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATERY METER/TAP C IIIAPITLIiL IMPROVEMENT SEWEFI: T- i RADON iFRS ) SECTION H PAVING S H.v�DRAULIC SHARES CROSS CONNECTION SURCHARGE . 00 5 0, S 0 T HER GRAND TOTAL DUE S c3 b ADDITIONAL PERMITS OR FEES : Mechanical P 1 umb I ac; Eiectric/New Electric/Temp ; Swi-mmina-Pooi. Septic Tank Well- -; sign Finish Floor Elevation Survev Other CALCULATIONS and/ or NOTES : owr7MWO"K a ' ozpAoTlIAEI+�T C?�BUILD ? .. OITY OF ATLANTIC 81~1 ++ or 82,7,5 Adclr ].515 BEACH AVENUE `" „ • Permit .Tvoe UTILITIES ATLANTICBEACH, F'LOR!b 2233 �' .of; '�As�rkt NEN LEGAL DESCRIPTION .. .. C€)�1.�I ar Type; NSA Lot B 1LOCk sectilo I?I~c�p ► ed Use: U'TTT,T't Township RNn t ed Value Arca coI . $0 .00 �! ot.Bl pees . $5++ + . • A1x[ t} 11 C 0560.00 / !94s X PERMIT Atrz tIENUE ,4, WATER IMPACT 'FEE S0<04 P'LOR 213 � �� BSER IMPACT F`EE to.�10 z s 8 NA METER 'SAP S525'.00 . vP . R SAw . ? �. G ` ,• + I+`ORMA'I`I Cl ipli t KS DEPAt* M1~NT CAPITAL IMPROVE. $0 .00 Atl s SEWER 'TAP $0.00 xtY RAL�LIC SHARE . ... . $0,Vit?.. p , CHESS + #7iECT ION $35 00 S9C.H IMPACT FEE $ .00 � ° C XST. 'S IR HARCE � ��"'.00 N6TBS; i 7 NflTICB-ALL CONCRETI= FORMS AND FOOTINGS MUST BE INSPECTED BEr~614'06URING PERMIT VOla SIX MONTHS AFTER DATE OF ISSUE ;,06tL6146 MATERIAL,RUBBISH AND DEBRISFfiOM THIS WORK MUST NOT;BE PLACED IN PUBLIC SPACE,AND MUST BE '.CI I Ako SSP#4 6'HAVLED AWAY BY EITHER CONTRACTOR OR OWNER 4�FAILune TO COMPLY WITH THE` MFC.HAINICP' LIEN LAW CAN RESULT IN TNS $2 PEATY,OWNER PAYING TWICE.FOR BUILDING IMPAOVEMEN'T,^►:'' 44 tSSU9A-* CORDINGi TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VCO#:ATfi +I OF APPLICABLE PROVISIONS OF LAW, 00000m 00000W Om 00 80 { ATLANTIC LEACH BUILDIRG DEPARTMENT Date; 5/0219401 tett: 004W% f CITY OF / 4&4#Z& /3eaCA Office of Building Official REQUEST FOR INSPECTION _ y Date 3 Permit No. 1 Time ' A.M. Received District No, J "1J5 QG� Job Address Locality Owner's r`//.fl >fi Name actord�, BUILDING- CONCRETE �ugiring AL PLUMBING MECHANICAL Framing ❑ Footing ❑ ❑ Rough ❑ Air.Cond,& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Man, Tues. Wed. T ,,,.. Friday. P.M. inspection Made P.M. Inspector F. ` °'f "k i` #" Final inspection Certificate of Occupancy Date CITY OF ATLANTIC BEACH Ll BUILDING DEPARTMENT Co INSPECTION REPORT CD loin BEAD" AVENUE X4 1 JOB LOCATION A7LANTrc BEACH, FLIDEYDA =Zzz PERMIT# SUBDIVISION 1!A)CINE LEMr7"f' C"JCl9)291-1WWII OWNER NAME PHONE 1132 152 BUILDING LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE ADDrTram LUCXrN LV"T*nUV?'XVN CLASS OF WORK JrNtlLL° !'AIYIL]t CONTRACTOR PROPOSED USE BUILD MEM11D ETC HIr DECIM WORK DESCRIPTION 1 !"C1+0'TrNCI All INSPECTION REQUIRED INSPECTOR DATEINSPECTED BY APPROVED REJECTED ❑ COMMENTS CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT INSPECTOR: DATE: Z 193 1' TO THE CHIEF ELECTRICAL IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ER-0008471 Munson and Bryan Electric Co. M 1 d T-M r 2.p ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME h i L L.4a ADDRESS: 1 515 Be.a c. ' A u 6 RFD-BOX- 51g"'. FD BOX BLDG.SIZE /F•4•�+ �`'� BETWEEN: -�,,•� Ks e I t��4-- 5S/'. RES.(✓f APT.( 1 COMM.( 1 PUBLIC ( 1 INDUS.( 1 NEW( 1 OLD( 1 REW. ADDITION( ! TRAILER ( 1 TEMP.( SIGNS'( 1 SO. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR 1 1 FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. 4!9 A40.0"w*d4rra. SWITCH OR BREAKER PH W VOLT RACEWAY EXIST.SERV.SIZE 200 AMPS PH 3w Z oVOLT e4-&a RACEWAY FEEDERS 140. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS 17, CONCEALED OPEN TOTAL 3,!0 0 RECEPTACLES 1 ..5 CONCEALED OPEN TOTAL D 0.50 AMPS. 81.100 AMPS, SWITCHES 8 z . INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS SCELLANEO S Z oe.c 7238 , ©EPARTMENT OF BUILD#10 CITY OF ATLANTIC BEACH ,. " PE IIT INFORMATION ----- - LOCATION INFORMATION -- 4tin3't NUmber: 7236; cadre 1515 BEACH AVENUE Permit Type,. BUILDING -ATLANTIC 'BEACH, FLORIDA 32233 "I�s of Work* REMODEL s .�_.. LEGAL DESCRIPTION ---------- :,Constr. :,Constr. `yp :, WOOD FRAME lot : 1&2 Block: 62 Section:, Prap s d Use; SINGLE FAMILY Township: RNQ. B e l`ilis I code: 0 Eubdivision: ATLANTIC BEACH " i ted- Value; $15000 .00 lxttprav cost : r t Total F` $127 . 5 xouot- mouot- $127 . 50 t � el p »-r ... 4 P?i 4 �, 4 ,. APPLICATION FEES TION - i i G I LLMAN PERMIT $127 .50 ddr ads.: �TENtlE NATEP 'I 1 f3.00 FLORID E de BIT � RADON GAS- H.R. S. $0.00 C A "A'T14", _� �_w� � RADON GAS - 5% 0 .00 ITEPRI _ $01.00 - Name R .S . f77 'JACKS E, FL 32217 HYDRAULIC SHARE 0..00 n M, SEWER TAP $0 .00 5 1 Type: 1 CAPITAL IMPROVE, i10 SEC.H IMPACT FEEOC t NOTICE ALL CONC"ETE FORMS AND FOOTINGS MUST HE iNSIaECTED BEFORE POURING s 6 E PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE I , " CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER k ,FAIL.URE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN 'H PRQPE TY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS .01 4 TI . 0/9 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVtMT10MR*R VIOLRt1ON 0PAPf�LICABk E PROVISIONS CIF'LAW. Ti7f(L $127.50 1 II:ANTIC,I3EA H BUILDING PART NT WMIPT�Ra 03690 t�4 , i r:trinrarct��rtltr,rn M�rrY.a��l�, flotace ofon�ntciicen�ei�t (rneirAnE ur ourLICAYU To whorn It tnny concern: The undersigned hereby luforms you that improvements will be mode to certnht real property, and hl necordance with section 713,13 of the Florida Slntutes, the following Informatlon is shied 1n this NOTICE OF COMMENCEMENT. Description of property ----------------------------------------------- ---------- - ----- r --------- -- "='--_ • e � G General description of Improvements _-L o i- ��'�---��-- --� -'------ ----------------------------------------------------------------------------------------------- Owner -------------------------------------------- Address .-IS-7,9- �� -Ava . -A,—rL�MJ-n C' T`C*-0- �. Owner's Interest in site of the Improvement 5kmpL ______.____-___..____________________. Fee Simple Title holder (if other than owner) ____-__.__ ______________________________________. Name ------------------------ Address ---------------------•-••-�-----. ----------------------------------------------------- Contrnclor -- -- --'-- av►-}6, - � ! -7- ----- -- ....- -- ---- --------------------------------- Address _._ ��-d----`C"� "IJ SGs,---���(� -- $i /t`�(.Lf:�� 92-247 - Surely (if nny) --- -- ---------- ------ ---------,---- Address ------------------ ---Amount of bond $-----------_. - Name and add1►tr-ss of any person making a loan for the construction of the iminovemcnts. Name _-...--------•-------------------------------------- Address ------ Name ---.Name of prison within the State of hlori(la, other than himself, (Icsignatcd by owner upon whom notices or other doeun1e1115 may be served: Nnme - ----- ----------------------- - Address ----------------------- ---- In nddition to himself, owner designnles the following person to receive a copy of the Lienor's Notice ns provided in Section 713.00 [2] [b), Florida Statutes. (Fill ht nt Owner's option). Name ----------------------------------- -- Address ------- ----.1.- ------- CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address Date 9 �-3 Heated Square Footage @ $ per sq ft = $ Garage/Shed ��___.�.__@ $ Per sq ft = $ Carport/Porch �l �� @ $ per sq ft -• $ Deck L� @ $ per sq ft = $ Patio J @ $ ,per sq ft = $ TOTAL VALUATION: $ `�� moo'0 U 15000 $ Total Valuation 1st $ 4,1600 , 600 Remaining Value SS per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee ( ) Fireplaces @ $15 .00 $ BUILDING PERMIT FEE $ a-7 S1) BUILDING PERMIT $ WATER CONNECTION $ SEWER CONNECTION $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ ( ) RADON (HRS) .0095 $ ( ) RADON (CAB) . 0005 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ OTHER $ GRAND TOTAL DUE $ /X7 S o ADDITIONAL PERMITS OR "EES: Mechanical�_�_-___; Plumbing--'-- - - E1 ectric/New Electric/Temp_.___;Swimr[►r►ingPool� __-___ Septic Tank; Well---; Sign ._Finish Floor Elevation Survey_ Other_ - CALCULATIONS and/or CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS owner(s) :- M�p `/Io * MASCI1Jj=-;; GILLMA 1J _..y Address l Sl S -60AC- ' A"��- Phone Z7741 -51+8 Lot #ABlock or Unit # Subdivision: ATt-/1JMC, -1 R13,5 PG•6+ Contractor ��(1/JG IF" W C I CG co o 5- SZO> Address : Z05�_ D Phone No, 63�0-- 7-Ae-tr�a�c� Describe work to be done.. 10 Present use of buiIding: _�? a c Valuation of Proposed Construction,: S 0c9. °-2- Proposed use: Is this an addition'? If yes , what are the dimensions of the added space: - - -ft . X —__ft . Will the added area be heated and cooled? New electrical (or increase)? Ockhs New plumbing fixtures? � 61XV- ew fireplace? WSNew Heat/AC? IJ SUBMIT THREE COMPLETE SETS OF PLANS , INCLUDING, SITE PLAN , SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER:X ex 02 3 Signature CONTRACTOR: Date: g P \C 4S7q- Q141M5� _ - AUG 2 ,11993 Building and Zoning k 72 0 „ DEPARTMENTOF BUILDING CITY OF ATLANTIC BEACH' - - FERMIT INFO TION -- -------- LOCATION INFORMATION -- ;t Number. 7� 50, Address : ��5L5 BEACH AVENUE Per=t Type: PLUMBING ATLANTIC BEACH, FLORIDA 32231 L , Work AL ERATION ---- -- LEGAL DESCRIPTION - cn -ter Type WOOD FRAME Lot,- Black: Section: F?rnpc� . d Use: SINGLE FAMILY Township: RNO: 0 I nCode bdi v i s i n: NORTH ATLANTIC BEACH tlm ted Value: $0 .0 Improv Cast: $0 .00 Total t±'e` x $39. 50 k t $39. 50 Amo ION 4,;,r T = - APPLICATION `EES --- - ' N ._- PERMIT 39. 50, ENURE ,WA` I WE E $C).00 A FLORIDA �� b � iEPho 4je �„ �vr � M - RAISON GAS-H.R.S. $0 .00 r r CO _-- RADON GAS . - S$ $OS. COC M$ Ni .Name: kaidfiies: 2159 ,A. MANOR SEWER TAP $0 .00 MIDDLE , FL 32068 HYDRAULIC SHARE $0,00 ce 4 Type.* O ,«CAPITAL IMPROVE. � 0 .C)O rN'"n .Y,�. ds ., � �. �,,,as,,, r'W OTHER . , 'NOTES: , f. NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED'BEFORE POURING qW I PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE i BUILD NG.MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACE©IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER_ "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN 4 THS PROPERTY OWNER PAYING TWICE,FOR BUILDING IMPROVEMENTS." k ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECDQC# Ilflt 0' IOOPAPLICABLPROVISIONS OF LAW. - ATLANTIC BEACH BUILDING DEPARTMENT SII; 11 AV ,. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:-- (S (t5- ��A C�l ►A�� --------------------------=------------------------ OWNER OF PROPERTY:__�IAK_�'_ (Z5._�El�vt/tr4L/1 BUILDING CONTRACTOR:-_I4• F._VbGAhl ______________ n PLUMBING CONTRACTOR _ CatN\ _�Y ciw�Iot�1 f jCC AND ADDRESS: _ _�-1?S ------------- TELEPHONE NUMBER: • STATE LICENSE NO: TYPE OF BUILDINGS SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS ( DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE ` 7UNT:____ _ x 93. 50 « $15. UO = S .3 ----------------------------------------- ----------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 C ;x pSF338a4 a� i 7272 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH l PERMIT INFORMATION - _ ._ LOCATION INFORMATION - - Permit :Number. 7272Address : 1515 BRACH AVENUE' Permit Type;: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 class ®f Wc►rk. ADDITION ___ _ - LEGAL, DESCRIPTION ---- Con tr . Type; 'WOOD FRAME ot ; Blacks. section Proposed Ute: SINGLE FAMILY Township. RNG: O Dwellings : l code, 0 ubdivision: NORTH ATLANTIC BEACH Estimated Value: $0 .00 Improv. cost ., $0 .40 Total Fees: � $18 . 50 Amount ° ' �` *n �'�rm�. 818. 50 7 53 Work I)e CII'T FOR AND CONNECT 2-TON AIC -- TION - - " APPLICATION. FEES ----- N - PERMIT $18 . 50 Addr AVENUE HATER, IMPACT FEE $0 ,00 LORI'DA 3~ � SFW W,,#EE r � , OT RADON GAS-H.R.S. $Q 00 C R ORMAT I O RADON GAS - 5% $0.00 Name A S C LECTRI F SAX WATER TAP _ 0»40 w. SEWER-,-TAP }:.t}4 JACK,a ISE, FL 32245-8+694 HYDRAULIC SHARE SO 00 L D t Type: C CAPITAL IMPROVE; SECS.H IMPACT FEL S0 .001x` NOTES: f I NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE I . . iCLEARCD UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 1 i°FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAIN C N RESULT IN; ' f THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." I ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SqWCT TO WbiffFOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Team ;1L50 RECEIPT MAW: 104418 ;i0.7LAN71C BEACH BUILDING DEPARTMENT Z2a n1 Y k i CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: /' 19.E IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 0a. ELECTRICAL FIRM: MA ER ELECTRICIAN SIGNATURg NAME ADDRESS: �J / =�I �� RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: � .j;Y, RES.W,) APT.( 1 COMM.( 1 PUBLIC( ) INDUS.( 1 NEW( ) OLD l�'3 REW.( ) ADDITION ( ) TRAILER ( ) TEMP.( 1 SIGNS ( ) SO. FT. SERVICE: NEW( ) INCREASE( 1 REPAIR ( ! FEE CONDUCTOR SIZE AMPS COPPER ! ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE °��; AMPS PH ..� W l--'' ) VOLT - RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS M.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS •-:': d ' 1 W7777- 7_'ca 7264 PSR•3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH` __ . PERMIT INFORMATION -- - LOCATION INFORMATION --------- C . P.e'rm tNumber: 7264 Id 1515 BEACH AVENUE Permit Type': MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of 'Work: ALTERATION ___ LEGAL DESCRIPTION ---------- Con*tr. Type: WOOD FRAME Qt : Block: Section: Propused Use: SINGLE FAMILY Township:- RNG: 0 Dwellitgs: i Codec 0 ubdivision: Estimated Value: $0 .00 Improv. Cost $0 .00 Total Fees: 533 ,00 s Amount P .. $33 .00 Dat , 71 v 2/93 7 al JIM, Work' bes" CENSER AND AIR HANDLER TION - ,-s �� -=� APPLICATION FEES ----- Name• ,a "PERMIT $33 .00 n' Addr VENUE WATER IMPACT FEE $000 C , FLORIDA �'2 EW IMPACT SEE 0 .00 �ry I^"h# � RADON�OAS � ffl- IP �' -H R. S $O .00, -- C R ORMATIOF - - RADON GAS - '5$ $0 .00 Name: H G & AIR" MATER TAP $0 :00 a Address : 09- w " SEWER- TAP $0.00I JACKS LESBEACH, rL 32250 HYDRAULIC SHARE $0.00 °y �Ll.loenS44, R g024 Type: 3 CAPITAL IMPROVE. $,x.00 Rw `Y SEC.H IMPACT FEE .v $0 00 wk OTER „ Rm � .. 0 I 1 NATES t I I r NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE' BUILDING iMATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE i` 'CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER xiFA�LURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDINGMPROV- EMENTS.” . 3 ONION 1Mo09i08AQ ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ ,TO REVD&d& R VI©LATtON OF APPLICABLE PROVISIONS OF LAW. TENHIaEI:Ep $ROD WIZIPT RIM: 1%141 ATLANTIC BEACH BUILDING DEPARTMENT f By: _ 7 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, 111, and IV. '• S c v� LOCATION Street Address: OF / S '``" Intersecting Streets: Between And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacILed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) //C/ Master Name of Property Owner / J'}'J Signature of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL IN RATION A' Type of hosting fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Rf E�tric THIS BUILDING OR SITE? �❑ Gas--❑ LP ❑ Natural Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT Q Other— Specify IV, MICNAN"EQUIPMENT TO IE INSTALLED NATURE OF WORK % Residential or El Commercial (Provide Complete list of components on back of this form) ❑ New Building r,esr Q sp.o. O Recessed �i Central ❑ FIW Existing Building RCentral Air Conditioning: E3 Room �4 Replacement of existing system (3 Duct, System: Materia d �' Thicknas� O New installation(No system previously installed) Maximum capacity c.f.m. ❑ Extension or add-on to existing system ❑ Refrigarstion ❑ Other — Specify q.p.m. 13 Cooling towner: Capacity (3 Fire sprinklers: Number of head Fscslator_.._-------(number) THIS SPACE FOR OFFICE WE ONLY ❑ Hwstor ❑ Manlift ❑ (Reaiwsl (number) 13 . Gasoline pure Remarks C3 tank (number) (3 LPG confeins (number) ❑ Unfired pre sure vessel Permit Approved ❑ loilers Permit Fee_ ❑ OtMr "'_ Specify_ LIST ALL EQUIPMENT /uR CONDITIONING AND REFRIGERATION EQUIPMENT DeecriVU0n Hodel N" Number Units f f, .y � g"$ M1�#fie � 5376 i } l 1 f�bRTMlEt�iT QJF t r3 CITY ffTF A 10 ---- ---- LOCAT%O ZkO RMATI 'on Addx etss illCH A °RNUR ATL.AN C4, FLORIDA 3233 �r _ ww CAL. CI�CR ,PT t N -- A y'k "Mawr" *VAX Pt Eat *sted slue To a vv Y-k WAT T. '":;PU, . r t 3� aw ., VIA "P) Two — PERMIT' $10 00 � ro , :, AVENUE HATMFCT $0*00 ! q a RADON wyy��yy{{� s - APA,""" e► L[s w�♦ - tr[s _ n IkAiA.� T KF ORMAT; N 'RADON OAS 51C 40.00 kf� s fl 00 ELS. L INC. WATER TAP� ,t?C� war " 43 SEWZR TAS >�. .TACK I'LL E, FL 32245 HYDRAUL is SNA" *0. 8 , TYpw'a t R20-1'14PRCT FEE� � .a,a", Q.til SEC.I "PACT FEE '° *0«aO }' z R 1 J�"CE- ALL CONCRETE FORMS AND FOOTINGS MUST SE INSPECTE.0 SlEfORt POURING PERMIT VOID,SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT'BE PLACED IN,PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAIW S TO COMPLY-WITH THE MECHANIGS� LIEN LAW: AN RESULT IN THE PROPERTY OWNER PAYO G TWICE FORS ILD1NG LMPRoYEMENTS " . ISSUED ACCORDING T4 APPR01lED PLANS WHICH ARE ?ART G?t: THfS IERMIT;AND T TO REVt0N FOR VIOLATION`OF' ,APPLICABLE PROVISIONS OF LAW. { ATLANTIC BEACH BUILDING DEPARTMENT:,: By: �, ju $lo.no 5 37( APPLICATION FOR ML PERST CITY OF MOM BEACH -PROPERTY UWDEEZ Nam:— ��'''�� �,�.�� Day Phone Address s /,`/,J' zea Zip APPLICANT, IF OTHER THAN OWNER Name: Gti,y -. ao CG ✓' i :� Day Phone Address, J,r y�sus' - �D zip JOB Address or Location; Legal Description: Is well to be used for drinking purposes? Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: o I agree to calmly with regulations stated herein: Signature Date x EN: WE = C Servs _Barr • Cfa n u Fo ' = ctor X r i; � CITY OF ATLANTIC BEACH PERMIT CALCULATION SKEET Address St,S- Date ? -� Heated Square Footage � ) @ $ per sq ft = $ Garage/Shed _jT@ $ per sq ft = $ t Carport/Porch L @ $ per sq ft = $ Deck i� @ $ per sq ft _= $ Patio �� fl (� @ $ per sq ft = $ TOTAL VALUATION: $ $ Total Valuation 1st S 0c, -6 o 0,'> 7- $ Remaining Value SS'. per thousand or portion thereof TOTAL BUILDING FEE $ o .0 a + 1/2 Filing Fee $ "®. Gtr ( ) Fireplaces @ $15 .00 $ BUILDING PERMIT FEE S �� WATER IMPACT FEE SEWER IMPACT FEE $ WATER METER/TAP , $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: APPROVED CITY OF ATUNTIC W-WH BUILDING OFFICE FEB 0 9 PSR-3644 1080 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ,.. ..Y PERMIT INFORMATION ------ _.. LOCATION INFORMATION -- ermit= Number: 10809 ddress *. 1515 BEACH AVENUE Permit Types RE-ROOF ATLANTIC BEACH, FLORIDA 32233 lass, of Work: ALTERATION - 'LEGAL DESCRIPTION Y Const r . Type: <WOOD FR ME rpt s Block; Section: Proposed User ' SINdLE F +IILy Township: RNG: 0 well reqs : 1 Codes 0 1,2ubdivision: ATLANTIC BEACH sstimated ralue: $2450 .00 ` Improv.. Casts $0 .00 Total Fees : $22 . 50 Amount $22 < 50 Date ' 2I.,/95 cork Desc. APPLICATIONFEES"ITV CF1;;6_m Name, T ENUE WATERT14PACT ftE $0 .00 FLOR:I DA EWER JOPACT F 00 Phos` RADON CCAS-H.R.S. $0 .tea ..----'- Cp C +�RMATIO ..----__ RADON GAB 5% $0.00 Dame: R ER O CAPITAL IMPROVE $0.00 dress: 1 ACKSO 9, F 2216 CROSS CONNECTION 0.00 cense s CCC05 Type: 0 SEC H IMPACT FEE $0.00 CONST'. SURCHARI IE � SCIiARI�E A L.BG 0.00 w NOTES: NOTICE;--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE,POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH ANDDEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST, E CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY, WITH THE MECHANI 'S LIEN LAW"CAN RESULT IN THE'PROPERTY MINER PAYING TWICE FOR THE BUILDING IMPROVEMENTS" 'ISSUED,ACCORDINGTO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FDA VIOLATION OF APPLICABLE PROVISIONS OF LAW. 9122lli t!I< ; ATLANTIgr BEACH BUILDING DEPARTMENT 1 w CITY OF ALANTIC BEACH NN ROOFING PERMIT APPLICATION owner(s): . 111t ,lvjc cl' (A N Address : /Q L deee� Phone: 2�� Lot , Block or Unit # Subdivision: Uchf Contractor : d��fi,4 Address : /S-11 pl�tzc)VIA ! o City, State and Zip Ok C(, Phone)221h State License # L �t os`?G9 3 Describe work to be performed: 1�e gw L �� Pa�/L� 0 le(4) Valuation of Proposed Construction: Materials to be used: 30 f4e Ok KKL �r' ki / Signature of Owner; r Signature of Contractor: Liability Insurance Supplied Workers Compensation Insurance Supplied License Information a 60 DCPARTMENT OF BU'ILDtNG CITY OF ATLANTIC BEACH _ -'-^ PERMIT INFORMATION ------ --— LOCATION INFORMATION _ Perot Plumber 8609,, Address; 1515 BEACH AVENUE LEGAL DESCRIPTION -�- ..___ I constr. Types NIA Lot ,., Block:. sectionk-' Proposed Use: UTILITY Township: RNG 0 Dwe.11in4s: 1 Codi: t? Subdivision: 4 at:ima:ted ,Vaal ue; $0.00 IMprov. Costs '$0 00 Total $10.00 w Ai~ ou $10 .00 s M N&01 -� .._� . APPLICATION FEES N w. PZRMIT $10.00 Addr' se s� AVENUE WA IMPAC FEES $0 .00 CIL/ FLOR T FEL E ' $' S �ha . z � WA TAP , , f RADON OAS-H.R. S. $0 ,00 -_-� -__ � � +� IiFO�A'I��}N ------ RADON CAB 5% S01.00 >�la►me 3 '90 PPTAL QVE. $0.0 + , SEWER TAP $0.00 CROSSwry�lECiIrN 0 .00 SEC H IMPACFEE 0Types � CONST SURCHARGE $£0 vx�7'vHA� t, J NOTES: 1 1 1 NOTICE i--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL.,RUBBISH AND DEBRIS FROM THIS WORK MIDST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE ?;CLEARED.UP AND'HAULED AWAY BY EITHER CONTRACTOR OR OWNER -"FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAZA/ CAN RESULT IN #i#' .RtCPERTY C31lIIRAYtNG TWICE Ft3i 8U#LGM#IVG IMPROVEMENTS." tSSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR i VIOLATION OF APPLICABLE PAOVISIONS OF LAW. s ATLANTIC BE H BUILDING".,DEPA TM T 00(am $10.0014 7/11/% 01 licptt 00,01% l 13y: Pa*4e44 7263, M'a DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -- ' PERMIT INFORMATION ------- LOCATION INFORMATION -------- _. Numaez°: ' 253 ' Address : I'S15 REACH AVENUE 1 TRI t. type: ELECTRICAL ' ATLANTIC BENCH, FLORIDA 32233 lass of Work: A.DDIT'ION LEGAL DESCRIPTION C ons .. Type WOOD FRAME .cat : Block: Section: Pt Opp$ed Use: SINGLE F'AMI'LY Township: RWC: q 11ings l Cyder; } subdivision: tim ted t aIue: $0 .00 r Im + ov Cast : $0 .00 I t 1 , $35, 50 ! Amount, S35. 50 10", 4 � ��, : � APPLICATION FEES - _ - N ° PERMIT 35.50 dress: ENUE NATE PACT >a• t ..Gt} P xc AS •t FLORIDA �" '` Z °:fart TE METER EE BD, A-- ; A RADON GAS-K.A. S.S� }yy $0 ,00 . w« ... ► CO, < .M I RMATTO - RADON GAS' - 5% $0 Y00 Name' COWATER—TAP, t @ CZ ess: 3434 S OGUSTINE ROAD SEWER TAP JAC, SO E.. ' FLORIDA 32207 HYDRAULIC SHARE i e : Type, 2 CAPITAL IMPROVE. OTHER NOTE& NOTICE--•ALL CONCRETE FORMS.AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE C,I:EAflELb;UP AND HAULED AWAY BY 11THER CONTRACTOR OR OWNER �VAILURE TO COMPLY WITH THE MECHANICS ,, LIEN LAW CAN RESULT IN H"�PROPEA,TY O,1WNER `PAYING TWICE FOR BUILDING IMPROVEMENTS." ACCORC?ING toAPPROVED PLANS WHICH ARE PART OF THIS-PERMIT AND ECT TCT N FOR t:1CABIrE FR11 iSIf?I�IS ;O1�LAW. BMWL .. t fm NTMI 103 CITY OF 4&6#t&c Be4cA-071644 ' Office of Building O ficial / REQUEST FOR INS E ONS'%7 6 `� U Date Permit No, Time A.M. Received P. , ,1 Job Address ality Owner's Name Ldn-./ Contractor DIN CONCRETE LECTRICA PLUMBING MECHANICAL ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Rooting ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION M: A. Mon. Tues. Wed. Thurs. Friday A. Inspection Mad - U d "- �...,-.__..,'_ Ins ector al Inspec P tion Certifica Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION L_ LOCATIONINFORMATION I,Permit Number: 17935 Address: 1515 BEACH AVENUE Permit Type: ELECTRICAL j ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): 1&2 Block: 6 Section: 0 Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: I__ OWNER'INFORMATION Date Issued: 3/19/1999 Name: MARVIN & MAXING GILLMAN Total Fees: 25.00 Address: 1515 BEACH AVENUE Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/19/1999 ! Phone: (904)241-5848 Work Desc: WIRE FOR REMODELING CONTRACTOR(S) — APPLICATION FEES ALL SERVICE ELECTRIC CO PERMIT 25.00 I Inspections Required ROUGH ELECTRIC FINAL ELECTRIC I I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I _ $25.8614 Date: 3/22/99 81 Receipt: 8843583 ATLANTIC BEA H BUILDING DEPT. CHECKS 1875 88188883221888 ouc--03-97 :'0:43 P'01 CITY or ATLANTIC BEACH, FLORIDA f �w p ppLICAyION, FOR EUCTIYICAL 11111 MIT TO 1'tic Citi:`:f ILf:CTniCAL INSPfCTOn: DATE:- 11'.;,');tTAtQ ATE:1r:S:03tTAtQ NOTICC: IN CON`,10HIATION or 11rtP.11T CIVEN r art DolrM TIIF WORI( AS DESCRIBED IN TILE FOLLOWING, WE 111 RLIlY A" ,*.TtCL TO III-111,)1IM `.:AIU WOIIK III ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, vAlit,11 Alii A I'Atr( IILRE.of,AND IN ACCORUANI;E WITH TIIC L•LCCI'IIICAL REGULATIONS,CODES AND CITY OfAfI ANTIC'gWACI I ORDINANCI's. t.s :rltlr,:.+_ �rtr.I` 14� !:Tt�cl t Lec;IllcinN�TON�I!!Il� ___ N)I'NEYk►.Air r..Onilrss: �f?wc��RFD Dox sit.nc.�•t/: ----.--------_.-----__—______ _..— nETwfEN: / I''ll'-(VF APT.t ► co".5.9.t t I'U'DLss:l�l/JnuS.1 ) NEW( 1 OLD(A-4 nEw.I 1 Anywim'd; I TnAILr:rl I 1 Tf 4:1.( I SIGNS I 1 SO.FT. rJf_LV I 1 IwcIlrJsf( 1 AUPAIn(`'f FEE COUDUCI U:1 SIVE - - ^- -AMP CQPPCR ALLIMU I -- ' Wrsva'rri 0C: IrAI(rIl I'llvglT —�y —n. A� 4AY 3f .r " /Mps t'li ACEWAY_ T --- FLGriL':1S IJO. C17£ �tic). t:IZP NO. SIZE LI(;:ITIWt3 :lftl:T:: CUNJCLAL[) OPEN TOTAL CONI r-At�1 D OPr.:N TOTAL ----- -- - I)WI'ICItr: - INF. �ri�l>c:s IJT F!.U0:X1!cliiVT I GI.V. n,1 I tarx v ____I_ l f[IFLL TRA SF. Aitt II.P.IIATING II.P.HATING Cur,Il1'riOt:tSVG COMP,MOTOTI OTIfEll MOTORS AMPS •CEIL IMAT: KWNEAT MUTOI'tL', — OvIll I I.P. VOLTAOf: PUS NO. I ILP. VOLTAGE PIIS Its 11NOr11 alio V. OVR00 V_ — __ NO_. KVA NO. KVA �- N71.NCON YitANSF. NO. VA. MA. MOTOn$-I E SWITCH FLASHED E ACf_I_51CN FOnINAIIDED ' S - TOTAL FEES 1226 PEPAWW `OF S LR GITVOF ATLANTIC BEACH .. *. 'PEP E " . tpop 'Q t�T, Wen oN 1t4 P tAT ION �_.. ...».... P,�rmi Nilm�e . 232 6 Addres .' SICACH AV Ntl --ROOP ATLAOT C HEACI�t'►. 'LAR i A las of Woick:ALT RAT a�Y -- - - LEGAL ;DE�� ��' ��3I� ....._,� .�.,.,. B oc _11,.� Ls ` PraPa + d SeCt i otia Qu t .R t3 ewe I'l ijjgas: 1 Subdi v i sa i can ss_L* v� a t cot 2 , 400 -00 I top Ir ov E Total PlAi, 25.,0 wait .,0 0 Ali, YF ' T 25 ` , rLO I bA Pig . R. E A RL 3'22 116 L C F i y� �r �*��r �yF 6 "CG r"!". r 4R {'i�' ' �INGS' � int i IMi�'V�7�+P"mI 1►RRTif I ' s G p gr Baia srx MONTHS AGER DATE aF1sSu G RutLC l�+ � H, DEBRIS Trr s WORK n�c�sT WT s PLA CEi3 IN Puss Id pus BF ClE �;UtL J�IIfAI�BYFt CONTRACTOR IM 46 9. t fMSUL T mom t ACCagE NO,TO,APP��IED.PLAM WHICH ARE PART aF THIS F�EFWIT. 11 #� �y /�y .: Lst`_ . t.., s ATLANTIC.5 Nd DEPARTMENT t CITY OF ALANTIC BEACH ROOFING PERMIT APPLICATION owner(s) : x&—live Ci //M101✓ Address: /s-/. - 13ent�A AV Phone: 7-(41-.r6' Y Lot , Block or Unit # Subdivision: Contractor: r!G Address : lr11 6i2e/ylx1 City, State and Zip -70 Il 2a 1(4 Phone 7Zr`2-1'd/ State License # ( L W-7093 Describe work to be performed: lee eft-r g,✓xbe moo Valuation of Proposed Construction:_ Materials to be used:__ faz e Signature of Owner; Signature of Contractor: 47 Liability Insurance Supplied Workers Compensation Insurance Supplied License Information fi ^t � 1144 DEPARTMENT OF BUILDINQ CITY OF ATLANTIG.BEACH PERMIT LOCATION INFO AT"ION -_ Permit fi u zb r: 1.� � 0 Address:, BEACH Permit Type*- BUILDING ATLANITO BEACH, ;FLORrDA 32233 Clay 4 Work AL,TLR TIOI - - .LLOAL► U RIPTIOi11 ;_- Constr. Typ6l NOOO FRAME Lot : Block Section: -Proposed Vse: SIN,OLE FAMILY T6vnshiP: NO 0 E3 rel lin s : 1 Ccxd .: {3 Subdivisi'6n: Old Atlantic Each. Estimated Values S.0100 ImEar+ v. Cost: tQ .00 Tot aib .;00 LAmo $30 A0 k TION - APPLICATION I'SS ..' ___ §` AN PERMIT AddreeINPA PER $I3.Qty AW �u T-1 E LE3R E � �� n � ' �'ATIIIi MET' /TAP $0 .00 EADO�t GAS ' .R.S. $0.00 10FORMA N. RA fi .CAS S$ 0 .00 a Address'.. 241 T1 BLVD. SEER ;TAP y 50.00 L, BRACH, FLOI 1DA 32233 CR(5-SS °CONNSCTIPN .00 L so Type,- 7 SLC R IMI?AO'T PSE 0 s>, SCRARQE ATL.SCH. x °.NbTE:S; a ti t NOTICE- »ALL Ct # R:TII FORMS AND FOOTINGS MUST 8E PEFt�RE'PQURINO. PERMIT YOiD SIX MONTHS AFTER DATE OF ISSUE ` BUILDING MATERIAL, ERUBE#ISHAN DEBRIS FROM THIS.WORK MUST NOT pg RLACED IN PUBLIC SPACE,AND MUST BE CLC UP ANO l�AULE 1?AWAY�Y E TTHE 14 CONTRACTOR OR OWNER " i LTJ E." PLY "STH "THS .A�EGHAN 'S :LAS'' A1 ULT # T P too 4YNGtWICE FO '" TNS Lbil 1 NTS ISSUED ACCORDING TO.APS .AoVED,PRANS WHICH ARE PART OF THIS'PERMIT AND SUBJECT TO RE *N QR i 4 1ilOLATION C)F APPLICALS PRO\(ISIOI��S,OF LAWMon . t+ 9 t, btltl 3 two �7 ATLANTIC B Eit 111 fl ENT JJ Ll I I nrILL I-I I L Dl-n ILL HU )C`U-1 Ll C" LO CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS owner A-3111M ad -- Address: Zrj:2LL_.d&e --Phone: ON)S-S Mr Lot #_ Block or, r Unit # Subdivision: Contractor: y�"? 4,zjfVC&,n State License # &e ocl-vrz-3 Address:, `V/ --jWaAAG -9// --Phone No: 6-d Describe work to be done:_ Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? it yes , what are the dimensions of the added space; ft . X ft. Will the added area be heated and cooled? New electrical (or increase)?_ New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR'. Signature OWNER: Date: Signature CONTRACTOR:- Date:.-- License Supplied: Liability Insurance: Worker's Compensation Insuraincell FIT $10.nO APPLICATION FSR VEM PERMIT CITY OF ATLANTIC BEALIi PROPERTY QUIVER Name: 4-YW GMM C1,M/ �� ___Pay Phme Address: IL: SVZIZ fl APPLICANT, IF O'IlM TNAN aMM N.,n.: Gy aO Day Rwr-e Address: /��/ �OX /�i' ✓' SAX ,C�,� Zip v' �s<.f JOB Address or Location: /cI/S c&/`Pr1V Ale- Legal Description: Is well to be used for drinking purposes?_ Na J Any person, individual, corporation or other entity receiving a permit as ��7l/�!i`� provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from.the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach, A certificate of occupancy will not be issued until said report is on file with the building department, Department Notes: I agree to cortoly with regulations stated herein: ignature Date Sri QEpARTMENT OF BUILDING CITY OF ATLANTIC SEACH' �y,.'+�r� �YwA�Yk'iusi �y �Ir� 's �t"+�lt �"^. 7+�: + /1fAT " i7F `M+nu7�#■ W. .Tt*�f ffo— f LA �.�X0A a.Z w000 '"Ant C1t x � �►��I�"�' !� I�kC C vt � � >r•x°ca�a�e+�r ulaie: �x»m�s� 'IF�IlsI.�>r..r Tcsrn�e��:pr� h�� ' � l4l»11�f�t wrd►. �r ►sr�rl�:" .00 wcpx cay. �tf�r s BKa�" N�41 Mill T4s of AJw'Y , o C w.:.Lar ur r A'ador4m*x SOP, laL IbA ;� � SIN 1tII'I4G'1" 11 L . A �I1lt "ok ". T/i t '�+ ► 1 - lIrTL ! llkktk� t L�tslsCxyaR Z, b $ " �r �y ', *„ 3 "d f lea.&&s..Ass� * +M ,^,t4�, r,, ., ., �,�, seew.. a,i«• w v*, a�w„at g�? _i pp NOTES: 6 NOTICE—ALL CORCNETE FORMS AND FOOTINGS MUST ISE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBSISH'AND,DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. w "FAILURE TO GC MPLY WITH THE M.ECHANICW LIEN t.A�lf`CAN RESULT IN THE PROPERTY©11*VIdER PAYING TWICE FOR sU :INC` I "IiVMENTSi�' tI lDOIEW DATE:, IS/Ell'IQI tw ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PE4W UBdECT T< CATION'E4R VIOL ION OF'APPLICAB#rE PREV1S1t)NS OF LAW. , .ve ATL BEACH BUIL Ca D -PAP YEIV � i Addres. t� �� - f t< AMI,'1 (0')- S q o Tim. "Square Footage -9 @ $ per sq ft = $ garage/Shed @ $ mer sq ft = $ :arport/Porch -r @ $ per sq ft = $ )eck „moo @ $ per sq ft = $ to 9ao0 'atio -- @ $ ___.Per sq ft = $ TOTAL VALUATION: $ 15,6-0 .otal 1st $ /j D •D Z $ Winder Valuation ` per thousiM Or port--- thereof , 7 ----; Total Buildig Fee $ L5 MITICNAL PERMS and/or FM PJ QiTUM 1 + � �� F� $ '7. 6 0 — i D'Firepla.ces @ 15.00 $ tical i —�� BUILDING'PET 'lumbing FEE $ ;lectric/New i :lectric/Temp septic Tank BUILDING PERMCT $ !ell WATER METER CHARZE $ zduudng Pool SEWER IWAa FEE $ sign WAM IWACl^ FEE $ Ater Connection MIsaMIANEOUS $ ewer Cozmecti-n $ ater Meter $ levatim Certificate GRAND TOTAL DUE $ cl?,2. SO --------------------------------------------------------------------------------------------- MMATIONS and/or NUM e w CITY OF PROERTY^•DESCRIPTION ir� 'GG �E(iGCtL �0 Ti$OCEAN BOULEVARD .ot ie_I =�--Block 4l__f_�'_` __ Section #-------- P.O.BOX 26 AT"MC BEACH4FLORIDA 32233 TELEPHONE(904)249-2395 3ubdivision:--------------------------------- 3treet Name DESCRIPTION OF WORK :)rr Address:---/-`---- - d.-/-,---`---------- -If in a FLOOD HAZARD ,p? a j-------- area complete page 3. Brief 7 C� /, , , a e lood Zone: ------ P ��C+ f Description:___ _ -------- Clean of Works (New/Remodel/Addition)______________ 2 d-W WHING INFORMATION _-' AUG 1 G .,� Type �# �� Cons 1ruction:____________ _________ Propose " �oning ft ldmg and Zoning Estimated Value )istrict Use: ;xceptionsMaterials: or Materials:__________________________ tariancesGranteds---------------- _________ Solid or Filled ------------------------------------------- Grounds.......--____Roof:----------- OWNER INFORMATION Method of Heating:------------------ Property Owner: � /�U` G ` � _ ---------- ---- Phones__- 5GWg -_ Address---------- � � _,t� C '_.L.&'L— Address _ _ -------------- T_ J..____-_--- Zips_--------------- CONTRACTOR -v-----_----CONTRACTOR INFORMATION Phone: Mailing Address:_____ 71`7 ----- - i ----� :s� � Zip s----�'- __ Y 6acpl rats oip � License Numbers- - --�°�- 0_C ..- __.._......,. _-__ Dant s-- (p _---- I` HEREBY CERTIFT THAT I HA'YE READ AM BXA1 IMM ?A s *1PP KATION A" KNOW THE 'SANG TO BE TRUE AND CORRECT. ALL PROV49IONS OF THE LAWS Ave OItCimom GOVERNING TNI$ TYPE OF WORN WILL BE COMPLIEDWITH, WHETHER SPECIFIED HERRIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAW'S IH ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT-THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. r Owner Signature --- - - �� -----Date �. - j Contractor Signature -- - -- to - - � III t r ....._.........._�.................tee....,.....__.,....m.._.-,. ._.....,:,:..m.......,........._w ........,..�.....-...,.. ...........:. ......._.,..,.........._v...,.......» ...,p. ........y.. ......,..o.�....,..o.....�..�..,..m....«..,......»._,..� '� '1 m, Py,1, ( , _ a ri 9 x S i. a �yy i � N n Gm OF p PillANtiCBEAM SU11-01NG OFFICE t ZIJG 17 h" r i Ve b' a, f y APPROVED �ay OF ATLANTIC BEAC14 BUI�pING OFFICE UG 1 19G'� 41 v T � r r I ¢¢¢ f r i t vl„ . t +Y{I ; I� � .,�`t I i�• '�h4C •aa� �4r� I+ l t 1 t .Y y Y! #.F' ! •'�3 J� `T I ..: 3f t f ... »-...:...6.�RS3 i ar � •• ,m r� rj' , wA4 M� f 7 r J - F sss t Y3 i 1 �� n • 11+9�� �1.\. le �'L�w'i��' � ,�a '1, r..,,�a•;rl y��s"� fie., n 1�} I r NA 30 Ott • of c+3 Q �Y a 11a�, Y x � r }iy t f�` Z ev45 y �l� '. ^�e�3� a heti � �xv4. � `'�' �i � •�* _`�'`T �� �' �} � �,.. � �':�y�'�M� ��X'f �* � !►A,��. � R t t".e F f ♦ \ x y �+'��s IPk"u '°'ti ,". f "''�i �, t, Na 771, '� _;� t � � � `�': ��,� �� ��a" �.. qtr z.A a r�. ,' ��_ ,• . •�r� ..z :+a� 6 ,4•r�'�[=. "}i7f PPI t V q acv� L +h"•1C ,-t'G'iy t f f Y '�•` O 3 ft 'o' F - 7 7PI4 - �. [. { •r..- M t a f•� 'yV=1`� ,r• yMll/ �r17 ? -.. `f w. • r Jr • a ter, s ��^ } G ."� �. •-, I TV 4r tlJ1)IuY V_� a r r a ,RMe n 0/ "I' '�O f:y efillti 3liVG'OFF CC 3 AUG 17 19SI 4 " ( C " t �?,d►.T 1 r lk j r ",, 5 `.; �i' s. ,. •moi. °' ��' ..�. - i_ 1• �, 1 fix, , - � . ,.. _ ,✓ ... . i , • ,.., � �. a.t,. .�• - � tet' (11t. tk HIJ '- 1 i. - 1 j y �r "'moi/'•-��p 1 • z ; ,�. �' - "` k i i�c�'�''S• '�'. `. F .��� 4 silo t r r. 1l, �.�� � JJ• ' CITY 'F ATLANTIC BEACH, FLORIDA pp ARPLCATi4N FOR EEECTRiCXh PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE; 3-IZ 14 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO,PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. AIISZ.A.= 91,1=11"Al CON Ila �Cti `�C �.tGt.a�-�rs�•.a ELECTRICAL FI M: 14ASTER'ELE t I NAME +•', ADDRESS: f' BLDG.SIZE BETWEEN: RES.P4APT.( I COMM.( 1PUBLIC I ) INDUS.( I NEW I 1 OLD 04, REW.I 1 ADDITION TRAILER ( I TEMP.I ► SIGNS ( ) SO.FT. SERVICE: NEW( I INCREASE ( 1 REPAIR t 1 FEE CONDUCTO SIZ AMPS COPPER MT tl R BR R PH W VOLT A @XIST.SEi1V.SIZE Ah" PH W VOLT ACEWAY LIGHTING OUTLETS CONCEALED- OPEN TOTAL D O RECEPTACLES l0 CONCEALED OPEN TOTAL 'Q 0.1s0 AMM, ii 1 91.100 AMPS, SWITCHES INCANDESCENT' y � FLUORESCENT&M.V. FIXED o.100 AMPa. 1 , Cv6R APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS, AMPS CRIL HEAT: KW»HEAT 01 OVER MOTORS H.P. VOLTAGE PHS NO. I1I.P, VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 5410 V f 1 i • J Tl `\J7 (J Y \ mal , APPROVED CITY Of AT ANTIC BEACII I Ut 0 OFFICE By «xe " fPARTMEOT OF BUIL©ING. CtT V�4F'ATLANTIC BEACH` 9 !aF y •+x.'!1 �4r*• "iW,!.W3 `'' '.' +rP�r+1r- •T 1141- A(ldr s 151 Lol"DAL"32233 J: LA4T%C at + 0 St tbd a 'S cl t 2;,, jjr 1" `i *`..F 0,19 `D. , 3:,Z 3 Phones! ` ! ' ', 41 O r k a� .' z' �, i� O +sa A E r ct,*r* , T, R MPACT WO l"PA0 , Irk R DOR # ' TAS.- M«Ok ; *1 AU RA *O ' r ,v Ar M1f �r�CA'�'kVn.., kraw .Nmm..r.+earrtH xx H'C,v+wwF+✓ .��� � �y'�' NOTE& i i NOTICE-AI:L CI II�CRE'CIIS.AN0 FQ©T1NGB MUST 8E INSPI CT 160014`E'pOt7 i1Nf3 FPI1T VOP SIX MONTHS AFTER ESA f�fl�lSt1F I BUIL!?'ING MATERIALRUB � H.A D t E RIS KRONA THIS WORK MUST NOT SE 1?l RCED IN.PU L1C SPACE,AND MIUST BE CLEARED UP ASIC?HAR CONTRACTOR OR OWNER, �yV' r }" if �J�jwyyy �R 1 H "�VI�� �4!!' �i, AS�iir �I7/ gM f 777, ISSUED ACCOR #INt O A t ROS PA MIIGH ARE PART OF THISI�r^RMIT AI�O',S CT,TO REVOCATION FOR ` V CII.AT'ON.4F ATEA,.' ERCH BUILDI. C)EPAR7fiAE ey; u r CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRI :AL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: , , 19� � '� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ERNIE ISAAC ELECTRIC CO., Ing: C ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME _ADDRESS: S Ci CNN, C'1.�.,�- RFD BOX BLDG.SIZE BETWEF,N: RES. r�,Y� APT. ( 1 COMM. ( 1 PUBLIC( 1 INDUS. ( 1 NEW( 1 OLD( 1 REW.l ) ADDITION ( ) TRAILER ( 1 TEMP. ( i SIGNS ( ) / SQ. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. 1 1 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH '� W (3VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I I I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOU z TRANSFORMERS: UNDER 600 V. OVER 600 V. off. 7777 G► ATI4i1BNT OF Bilti,Dt to , ! ' OF,ATLANTIC BEACH ------- LOCATION INFQBMA`P�i�At ...._..--- art Nuaa� Ac#dr +�:' L BN F mit }� ;: ., 'A'C`I.;ANTIC' BjgAb . I~'LORIDA 3C1 i 3 = I TOR rap '�Js�a 41 0L F A,1LY E Bubc iyis cin `art a►,i O Allou work CQIDxTToni tiG CIRCIJIT A.T�10a4,`; t�F�i �'lkrL.YaTIO * v .s A i,� Ry+v +fir PACT;syr ., .t17 :k '. A y51, � RAI JAX VAT r ar. ' Xwoe,- -Add' 01e,.i -Add' g � s�1yt A� .� �..�. A C I ` . IS 3224 ►-669 . s �w '�` 'I tf A. Y �$ Y X N©TIla , J t , NOTICE ALL.CCINO� 7E I A$1 A,t�tt?FOQTING$IausT B INSI cirl +r � F4 I�OtI ttNa P1:F IU►IT V©1D SIX MONTHS AFTER DATE OI�I� WI SltllT{ LNG MATERIAL,FttJBBISH At I 5 k#il 'FRC hA.THIS.t�#/ORK,Mi1ST.N0 8 t' iOlr IN i? 1 .IC RACE,AND NIU fi BE CL; ARED UP AND FiAIJI [?AWAY3Y''EITI�IEI CONTRACTOR OR OWNER " ' ► � " "H THE 1lEHANC .# � Il CAN E ULT.IN T#$� �C "� � ►1 .� �1G� FOR �t��� 1 VE.", E�tTS v. I§ lIE 2 ACCORDit+t fit)APPROVF_ F'L:Arl NS'WHICH ARE .PART OF THIS PERMi AN( SLJI 3 C. VOCATION L+QI.ATiO#�'0 A +I,IO�4�L t.�"I�OV►BflaiiV ,�F#��lV4t. # =r° i ATLANTIC BEACH BLI10Itd6 EPAR MINT f :By CITY OF ATLANTIC BEACH, FLORIDA APP•Owdby APPLICATION FOR ELECTRICAL #ERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- _ __ 19 2/ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. l9 LC s�2v'�� �r �"2✓Circ xa) - ELECTRICAL FIRM: MATER SLECTR CIASIGNATURE JOURNEYMAN NAME.. G�C `' " ADDRESS:, %�/ RFD BOX BLDG.SIZE BETWEEN: RES.1 W APT.I ) Comm-'I ) PUBLIC,( 1 INDUS.1 1 NEW( ? OLD( 1 REW. ( 1 ADDITION 1 1 TRAILER ( I TEMP.1 1 SIGNS ( 1 SO.FT. SERVICE: NEW( i INCREASE( 1 REPAIR 6 FEE _ CONDUCTOR SIZE AMPS COPPER f ALUM. SWITCH 'R BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE .2 C� C� AMPS 1 PH W -> VOLT c1 RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS 09PARTIlAgNT OF SUILDINQ " CITY OF ATLANTIC BEACH I'LRPIII' I �IIFIATI *"`,�. --- --�-- LCCA= ' NuMb* AdIr A t ; P`tira l t 1'y ISI IIA 1 A� A'I�L.I tT AEi I , FLb 10A32233 Lot Pir�►a +rd14001 T1tI .F: 'AI ' .X 'Pcv �3a� Subdivia�: n *pr v« at X *�?fJ T���� A* G111 '" O Wj 00 Atd t ' '10,A�'" TAC'T000 ►Ct .Ftisa W 40C ?;.a { d .,a "'�' ;p. + ►fig a x R�DOI .. i s ti° r A M, �� Vt,��' � F...... do.,00 �„..�0 .:�.n SEW T, +0 90 JACK . IMACH ..FL. 3225# HYDRAULIC 9"-ARIA ?* '00 sic. If ��� W�af i'�ir� (wfWI t3•. NOTICE ALL CONCR, TIS l�t�AAA$AND FOOTINGS MUST BE INSPECTI:I�.BEFCIrA�PE�URIN�i " i PI*FtMiT VOtC?SIX MONTHS AFTER DATE O!=tS�Uf~ E3tlt'I DING MATERIAL RU1301 SH AND t?t*$RI# f.FiC?M.THIS WORK MUST NOt!�E Pt;ACEl3!�P#JBI.IC$PAPE,AND MUST�3E f�1,ERRED UP ANI,HA0L'L9'3 AWAY$! ;EITHEi C(jNtRACTC�R OR OWNER: OLURE , / H THE ECHAI "r� �. z„+ a � ULTN ” P '�RtY: � FC1NG T111!'ICE F " R U� ►�� "#`�'i.�s �� I SI �tHICH ARE PARI OFfiHl P I tSA#T ASN $UE% $+JQCAt BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. .:LOCATION street Address: IS v ej - OF Intersecting Streets: Between And BUILDING Sub-division Ii. IDENTIFICATION - To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. _ Name of Mechanical Contractors Contractor (Print) NV LAl4-.1 HPAT s"Aft f1 s''✓ Master / 19 49 Name of8. Property Owner M f3)C_f V1 l,� ✓d, t! rit R TCJ Signaof Owner .7'r 044/L S Signature of ar AaMthoture hed Agent C oC�►.J Architect or Engineer 1111. CMNAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Elaetric THIS BUILDING OR SITE4 /V 0 0 Sas—❑ LP (3 Natural ❑ Central Utility IF YES. GIVE NUMBER OF CONSTRUCTION O OB PERMIT Q Other — Specify IV, tt WKM MIGAL MUIMdINT TO K INSTALLED NATURE OF WORK (Provide complete lid of components on back of this fen*) © Residential or ❑ Commercial C��Hlest ❑ Space ❑ Recessed , I ""-meal O floor 0 New Building .-Air Conddionidg: ❑ Room �trel ' 95—Existing Building ❑ Duet System: Material Thick JE;—iRljplacemertt of existing system Masimum Capacity Akr '&' e.f.m. � Now installation(No System previously Installed) Q ttef►igentrion El or add-ori to existing syaiem Q `Cooling tower- Capacity g.pra. Other — Specify (3 Fire sprinklers: Number of has Q Elwotw ❑ Monlift 0 Escalate {number) THIS SPACE POR OFFICE USE ONNlY (3 ;Gavoline Pumr`- —(number) (Reeeiwdl Q Teets_r (number) Remarks Q LAG contains (number) Q Unfired pressure vassal 0 Permit Approved by � Q Olhw► Specify Permit t.. 1<,IIST ALL EQUIPMENT AIR CONM'nONING AND REFRIGERATION EQUIPMENT ce tY A Nt»nbsr Vane Dercdption Model Number Manufacturer ( ) � c:P p "° y 115 °EI'a`RT'MEIVr CITY OF ATLANTIC 01: BUILDING 1 gEACy, FCO � H!s PERMIT PERMIT RIDA 4 7' TO BUILD PERMIT No. MUST BE POSTED ON JOB Jr ` Da _ -- 19 Valuation allratioa $ Tbia permit net Fee rand untilabove f anbject to ba° be rerocation en Paid for viol, or appbyb to City Treuurer, and b This 18 to certify tha ie proviaiona or Lar j has permission to buil SU le F�i1y 1 Class ti Own t ed by H. Lewitt ne Lo #I & #2 House No-- _3j. Bloc #62 Accordingt �C��T�� fD to pians which are part of this permit NOT ANDIC�'`�LL CONCRETE FORM { SPECTED RpOTINGS MUST BE BEFORE POURING. IN PER VOIDSIg�OliS O AFTER DATE OF ISSUENT Z Building materia y prom this work ust no and debris x space, and most be Placed in x and hauled away by either cfeared rrP or owner. r BILL I4. DAVIs U8E ONLY E NUMPERBER Bnild ' t BER DATE PLUMpIN4S ELECTRICAL 3 SEWER } �` WATER S: FOR OFFICE USE ONLY a Date........... /S•-- -19 RZ Permit # y`6 -Fee$_3l�•�� CITY OF ATLANTIC BEACH Valuation $----k4°s-Oe.....•--...--.__.•.---.. FLORIDA House *JA. s.', v ' •-------------------------------------------••-........-•-..._............. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that s list of sub-contractors be submitted to this office so that licenses can be verified. Date...... ^!!.........................2..8.................. t ..ltd:... Owner.. Vii! •'!'. Address_... .............................../ /L�2cv ...............Telephone No.. -Y._Si----- Architect..:...4E.m.-( 0 ....._.-U-S..6vtz ue (�•,%':�_r...__/*'Lra.u•_/c 51 � ..9..-�_�.. ------------------------------Address. .. ..`!...........__!t .Telephone No.--- ... Contractor Builder._ ,E_!eA ! !._. � ►�-_...�.-�.:O<Address...'�i'Zk. No...�. ! Lot No........ ...........................Block No...... --------Sub Division..........P_.�.._.�..........1.....�' ........................Zone----------------- t -� --r .st, ...............�_�.......••---..... v` ._._Street... r Side Between. f ..._Z '._....... ...and_._.......... r� ~...5.. Valuation $--1_.4Q,rAe` _........For what purpose will building be ......Type of construction...F�!ftm ................ Dimensions of Building___la_6-_._�.4--- ------------Dimensions of Lot....._.___�.D.U..._.. ._y4'U...._........:Size of Footings...!Q.._..�_ f...._. Size of Piers.•------- ---------------------Size -J 11of Sills.......... .---.-.----__--.._Greatest Sill Span in ft.........'...............Type RoofM�A.4.Al.-0.44. How will Building be Heated?:�`i_! Lh.n-._-. '?___( ................Will Building be on Solid or Filled Ground?.......... .ib............. Size of Ceiling Joists------------- - -'--------.----.---, Distance on Centers......... .�i....�........................, Greatest Span................... .........__..__.-....... " '' JJ Size of Floor Joists-------_•----'�_X:..!..1-------------- Distance on Centers...... /.{r..'.!..........._........., Greatest Span..............Z../...r_.................. " Size of Rafters-------------------+�. --�?-- -` --_-`�._ 1............................., Greatest Span............................................ �L#- ` " . r _ , Distance on Centers........ .... ....... This rectangle is to represent the lot. Locate the building or buildings in the APPROVED right position. Give distance in feet from CITY -'P 1-wlc BUX11 all lot-lines and existing buildings. BUIL G CFPICE REAR LOT LINE&7`h'u r� �c�nw Two copies of plans and specifications shall {+ be submitted with application. 1 1 8 t Inspections required. 1. When steel is in place and ready to pour footing. W !1;_1 \._ 2. When steel is in place and ready to pour columns a 0' Z 3. When steel is in place and ready to pour beam. 'a ? 4. When framing is completed. A4 u 5. When rough plumbing is completed,and ready to cover up. W > W 6. When septic tank drain field or sewer is laid but before it is covered. S -- ----; 7. Electrical inspection by City of Jacksonville. m +* m 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. v' FRONT OF T �vE In consideration of permit given for doing the work as described in the above statemeirt, 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 building regulations of the City of Atlan 'c each. • E Signature of Builder ...�` .. Addresa..:�e-/. ....`:*cr: . ....................... Signature of Owner. t. .... . Address...7..b.l.......Q,� .=..�2c.. M 'R•1rc(� CITY OF ATLANTIC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING PLAN 1 . Building Location:t'„ /,4 1 131/L - 6t-/4,,- — "gcU .4y 2. The attached plan for the above building is approved subject to meeting the following applicable construction requirements: a. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-story buildings and three 5/8" deformed reinforcing rods for two-story buildings. Reinforcing rods shall be placed in the lower one-third of the footings, properly placed and fastened on metal cables with wire. Footings shall be si'x inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soil . b. In hollow masonry unit construction, each unit cell shall be reinforced with at least on No. 4 bar at all conrners, poured and tamped with concrete; such rein- forcing shall be properly tied into the footing and spandral beam. C. All wood truss rafters (roof construction) , shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby one-family dwellings, which are duplicates or intensely similar, shall be avoided. Such similarity considers the external configuration and appearance (i . e. , roof, outer wall materials, window size and design, and other like characteristics) of structures. In accord with the foregoing, similar and shall be at least 500 feet apart if any one similar dwelling is visible from any other similar dwelling. e. The final connection between the house plumbin drain and the sewer service connection (at the property line) must be ins cted by the Ci before being covered. '0 ty Manager The undersigned hereby certifies that he has read the above and understands that this addendum takes precedence over any contrary details to the plans and specifications and agrees to comply with the intent of this addendum. Contractor/Owner Date DEPARTMENT OF BUILDING 4623 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB TL Date March 3, 1981 Valuation$ PLUIJBING Fee $ 2S•00 This permit not valid until above fee has been paid to City Treasurer, and is E'tia.;.9f subject to revocation for violation of applicable provisions of Lw. This is to certify that Gary Rogers Plumbing luc. has permission to byiW ingt-a7 1 3SINKS, 6 LAVITORYS, 2 BATH TUBS, 6 CLOS- ETS, 3 SHOWERS, 2 WATER HEATERS, I DISHWASHER, 1 DISPOSAL,, I WASHING FLACHINE, Classification - Resident--t-1 Owned by CLETJENZI CONST. CO. Lot i 1 ? Block—#62 S/D House No ISIS ARA C>1 -AVE. According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS "n AFTER DATE OF ISSUE x �,� ► 0 Building material, rubbish and debris Zfrom this work must not be placed in public space, and must be cleared up I and hai led away by either contractor or owner. BILL ii. DAVIS Building ofaeial. FOR.OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING EEE ELECTRICAL SEWER WATER Cl TY OF ATLANTIC BEACH APPL,LCATI ON FOR PLUMBI NG PERMI T � 2-3 DATE LOCATION_ 155 �EiaCNIE PLUMBING FIRM G��`r �Oi�VER'� ��UyaBirabc. MASTER PL=3ER GN?'-( 121 zz_ CITY/COUNTY OCCUPATIONAL LICENSE NO. � 2 3 STATE CERTIFICATE NO. BUILDER OR CONTRACTOR ' tO_j ee`T TYPE OF BUI LD1 NG '!EA _y.S I NKS 3 SHOWERS (0—LAVATORY 2 WATER HEATERS z BATH TUBS DISHWASHERS —URINALS DISPOSALS _CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FI MRE COUNT 1 NSTALLATI ON OF PLUiBI NG AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLU SI NG CODE. c� 2 �`�. b • d0 CITY OF ATLANTIC BEACH WATER CONNECTION CHARGE DATE LOCATION O'r7N ER PLUMBING FIRM MASTER PLUMBER BUILDER OR CONTRACTOR ��������� ����c •� TYPE OF BUILDING -- �^ BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC ( 2 UNITS) WATER CLOSET,LAVATORY AND BATH TUB OR SHOWER STALL.(6UNITS) — SHOWERS GROUP PER HEAD ( 3 UNITS) BATHTUB ( WITH OR WITHOUT OVER SURGEONS SINK ( 3 UNITS) HEAD SHOWER) (2 UNITS) FLUSHING RIM SINK ( 8 UNITS ) BIDET (3 UNITS) SERVICE SINK TRAP STAND ( 3 UNITS ) COMBINATION SINK AND TRAY ( 3 UNITS) POT,SCULLERY SINK ( 4 UNITS ) COMBINATION SINK AND TRAY W/FOOD DIS. ( 4 Units) — URINAL, PEDESTAL,SYPHON JET BLOWOUT. ( 8 UNITS ) DENTAL UNIT OR CUSPIDOR ( 1 UNIT) _ URINAL, k'ALLL LIP ( 4 UNITS) DENTAL LAVATORY ( 1 UNIT) _ URINAL STALL, WASHOUT ( 4 UNITS) DRINKING FOUNTAIN (Z UNIT) URINAL TROUGH EACH 2'SECTION DISHWASHER ( 2 UNITS) oL ( 2 UNITS) FLOOR DRAINS ( I UNIT) WASHING MACHINE RES. ( 3 UNITS) KITCHEN SINK ( 2 UNITS;''y [,'ASH SINK EACH SET OF FAUCETS ( 2 UNITS ) KITCHEN SINK W/WASTE GRINDER ( 3 UNITS) WATER CLOSETS, TANK- OPERATED ( 4 UNITS ) LAVATORY (-_-I UNIT ) WATER CLOSETS, VALVE OPERATED _ LAVATORY,BARBER,BEAUTY PARLOR ( 8 UNITS ) ( 2 UNITS ) _ f LAUNDRY TRAY ( 2 UNITS ) LAVATORY, SURGEONS ( 2 U;.ITS) DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO, 47 -98 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date Aug snr 21) 19 Al Valuation$Fence Permit Fee$ 5-00 59UU T This permit not valid until above fee has been paid to City Treasurer,and is f ` J12ll subject to revocation for violation of applicable provisions of law. This is to certify that Armstrong Fence Co. 461 L11 61201I3 130 Arlington Road S. Jacksonville Florida 32216 IUUU has permission to build install Fence as plans submitted and approve Aug 20, 1981, Contract #3755 Classification Fence Addition Zone Residential Owned by Mr Herbert B Lewitt 1515 Beach Ave Atlantic Ben Fla Lot_ 1 Block_ #62 _.S/D A±r.AN'rTr. RRAru I House No. 1515 BEACH AVE. ATLANTIC BEACH FLORIDA 32233 According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 01 4--C 0 Building material,rubbish and debris z from this work must not be placed in public space, and must be cleared up and hauled away by either con- i ; tractor or owner. Mr. Fred W. Mills Building Official FOR OFFICE PERMIT DATE CONTRACTOR II USE ONLY NUMBER PLUMBING IIII ELECTRICAL I I SEWER I WATER I i FOR OFFICE USE ONLY Date.,45e-'h........••.....,1..9 9'/ Permit #•••y7.3-.!y..Fee ....... CITY OF ATLANTIC BEACH Valuation $---ao2o :.0.0....................... FLORIDA House #_..lrl/G�.A.a►r�r.r?9 - APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is sug ested that a list of sub-contractors be submitted o this office so that licenses can be verified. P Date........... .,7... ................................ 1. / } �p J �� e.✓�L. .. ----------_-- .j` Y? c =s ... 11�,...Telephone No�._..5�.. ..� Owner--�------------ --- - ---''-G- --P w�-......-------Address_ .'�� �' Architect------------------------------------------------ ..—'..''..................Address...................... Telephone No------------------ Contractor aw ..,t�P.! C....CAddresa. � !a e -_ Tele hone No. 72 .-- Contractor Builder... .... ........ -•--•--- P LotNo---------------------------------------------------Block No _-----------_-------Sub Division................................................................................Zone................. .....................................................Street--------------------.-..,Side Between...................................................and......................... �-_..... Sts. Valuation $... . ......For what purpose will building be used........... ......................Type of construction.- ....r .e'.........- Dimensions of Building-----------------_-------------------Dimensions of Lot.........-------........................................Size of Footings...................................... Size of Piers---------------------_--------------Size of Sills----- ---___-----------Greatest Sill Span in ft...........................Type Roof-------------------------------------- How will Building be Heated?----------------------------------------------------------------Will Building be on Solid or Filled Ground?...........-.--.---------------..-.._... Size of Ceiling Joists-------------------------------........... Distance on Centers............---.............................. Greatest Span............................................ " Size of Floor Joists-----------------------------------------------Distance on Centers........... ................................. Greatest Span.................................-•-------- Pt Size of Rafters---------------•-------------•-------------- , Distance on Centers............. ............................ Greatest Span............................................ to APPROVED This rectangle is to represent the lot. Locate the building or buildings in the CITY OF ATLANTIC BEACH right position. Give distance in feet from BUILDING OFFICE all lot-lines and existing buildings. 4 REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. B 1. When steel is in place and ready to pour footing. W w 2. When steel is in place and ready to pour colum d/or lintel. 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. Q A 7. Electrical inspection by City of Jacksorville. W `n 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT 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 building regulations of the City of Atlantic Bea Signature of Builder.-s ---u. ........ ............................. Address../•�.�J__... �c'.f..1 ��1-.� Signatureof Owner...........------------------------------------------------------:................ Address.................................................................................................... 724-5366 A MlVi"TST RIM G PRMCF-j" CX0)r-vqU-)' L WY 724-5360 130 Arlington Road, South Jacksonville, Florida 32216 3 -7r, 51 Direcfion� rms Available C' ,_ — ,t/r. ' �/�� ddress-.- Date ,stall at: Phone Number QVhen signed by the purchaser and accepted by ?his Comp,any this proposal becomes a contract- bind,,-g both Purchaser ond Company. /77- laf Total FeeT_ ig Total Cost__E v�' i t� _ _ Down Payment 'h Total Feet---- fig CO. (7 G Balance Due Upon Complef ion Approximate Starting Dafe, MATErZIALS PAYMEWTS HOT RECEIVED AS A012CCD ARE SUBJEC7 TO 1 t/2% I[ITEREST PUR Gate Posts OD BARRS DOWN [� CHECK T141S 471,'C-'f(;H BARBS Up Lj End Posts /(�7tIN 0 D Any additional matertg1,Iabor used will be at the cost of the buyer. Corner Posts 0.D. Line Posts Top Roil 0.D. FA011IC Mesh Gouge --- --- GATE SIZES APPROVED CITY OF ATLANTIC EE Cil BUILDING OFFICE 2 G ­7 70 N'r1)T RFSP(_X4S11',1_E FC)k TO PIFT, OR M I'( ()THFR IN; Froposal price is given with flee agreement that tho Purci c1l "t cj!) for t,,n,,irwition of fence, and properly ni,A or Date Accepted Sc:e,.rncr,. signed Sioncd ht CITY OF , 716 OCi A`7 POULEVARE, i)r AVER 25 ATLANTIC: CLACK, rLORIDA 32233 August 31. 1981 Pre-Service Section 3rd Floor. Jacksonville Electric Authority Bldg. 233 West Duval Street. Jacksonville,Florida 32202 Dear Sir: The following listed final inspections have been made and are satis- factory: Permit No.# 3084 - 1515 BEACH AVE, ATLANTIC BEACH FLORIDA ADKINS ELECTRIC CO. Sincerely, FWM/rev Fred W. Mills Electrical Inspection Supervisor �}11��� /CITY OF fYII,a&o /3604CA-0;&ZlJ Office of Building Official REQUEST FOR INSPECTION Date T Permit N 3 Time A.M. '} Received /l� ��"'� P.M. J b dr s Acal;tyOwner's ���- '��' � ✓�"�Name Contractor BUILDING CONCRETE ELECTRIC ANICAL Framing ❑ Footing ❑ Rough WiringAir Cond. & ❑ Re Roofing ❑ Stab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION yy A.M. Mon. Tues. J Wed. urs. Friday PM- Inspection Made V Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date nn nnCITY OF Office of Building Official• �-'�S" 3 c' REQUEST FOR INSPVC ON Date �— � � � Permit No. 23 4 Time A.M. Received RM, i�/s- /3/Z- Af T Job Address Locality Owner's Name ctor BUILDING CONCRETE q�CT CAL PLUMBING MECHANICAL Footing ❑ ing Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Pl"( Tues. Wed. Thurs. Friday P.M. �"prr _ 7 A.M. Inspection Made J P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF Jric cJr 2: ding Official Date Permit No.Time -- �.f Received _--_------ vi uc'n AddresS `Locality Owner's Plarne7 r _!��y/4 �`�"—- Contractor -G ------ t�UlL7iAJG CONCRETEL LcC`,rlCf\� /.`' PLUN!31MG ivl£CHANICAL Framing Foovnn Rough Wiring Top O Flit ting c. Ra Rccfing Slat• Temp role Top Out i Heating Insulation Lintel Final Sevier :: Fire Place Pre Fab pFj%D Men. Tues Jed. ur ' Friday-- ----_P.M. Inspection M;.cE3 ( !ficatr o! Occupancy A BUILDING AND ZONING INSPECTION DIVISION c {O— CITY OF ATLANTIC BEACH, FLORIDA Z U ° 00 U ELECTRICAL PERMIT Q M Z 121 Date n Fee $ Permit No. 3 J W m Location _ Between and Q This is to certify that a D `c m ton`fitittor) ` (AKC St"r St'CrricionT LL E has permission to install Electrical Construction as described herein in oic a accordance with the provisions of the Electrical Code and regulations V °c of the City of Jacksonville, and subject to the information shown on the W c application, drawings and specifications which are made a part of this 3 u A. permit. A for 3 .6w�1 ,,..♦ Ce .D W C a Type of work: p a SERVICE {, •• ,Y L:_ �_TJsf ter`%;j i1.':��:s. lf'as♦ ,r... .. -!V♦�.. t,:7 2c 1: P�LANT,G'. i ORIOP i I OF ADDITIONS or CORRECTIONS D• NOT REMOVE 6d t JOB AOORESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 7O .2 Tela�.VS ao,� M c� 2 V\-;� . v 9-, 1 �- L-tZVY00 REINSPECT FEE �/bt�4T�2t �S It is unlawful for any Carpenter, Contractor, Builder or other I persons,to cover or cause to be covered,any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office-from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday,. r op vae i I j I JOB ADDRESS AD s / PROPERTY OWNER PERYtIT NUMBER_1ely DA TE /3f INSPECTIONS: FOOTING ` SLAB e TIE BEAM LINTEL NAILING/SHEATHING FRAMING/COVER UP 3 2Z ' INSULA TION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# /7 93 S' INSPECTIONS ROUGH 3- Z Z 2' 9 FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PL UNIBING PERMIT# INSPECTIONS ROUGHIUNDER SLAB TOPOUT WATEN SEWER _ FINAL NOTES: {_lam i CITY OF ATLANTIC BEACH 551 800 SEMINOLE ROAD =� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00000113 Date 2/12/07 Property Address . . . . . . 1515 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc wiring swimming pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ Parham (Ortega Properties) SS DAVID PRUETTES ELECTRICAL SVC. 1515 BEACH AVENUE 331-8 PARKRIDGE AVE ATLANTIC BEACH FL 32233 ORANGE PARK FL 32065 (904) 272-7225 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 75 .00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Expiration Date . . 8/11/07 ---------------------------------------------------------------------------- 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 WITS ALL CM OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP� Ofncejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Feb 12 2007 8:51AM Last Transaction Date Time Type Identification Duration Pages Result Feb 12 8:47AM Fax Sent 96657372 3:49 3 OK a To: JEA Electric Order Fulfillment, (Pax No.: 665-7372) Attention: Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# 161//3 Date: Service Address: Owner: ►/�. �,�'-1���IQOF'EQT7+ES��S Owner Phone: Electrician: Electrician Phone: Type Of Work: New Service Li M.Home Subfeed Increase Service fI Meat& AC Repair Service Li Other Rewire [___] Other Description: Temp Pole Li Service Type: [,Overhead (Repair/Replace) ,Under ound gr (New Services) Building Use: Residential L]Church UEnvironmental jM-Hove "Commercial "Other Other Use Description: Service Sipe: New Service: Amps:_ Volts: Phase: Existing Service.-Amps: Volts: -;�410 Phase.- E-mail:cravliajea.com or schwcin(r7jea corn or resom cr yea ca�iz — NLCITY OF ATLANTIC EACH ELECTRICAL PERMIT APPLICATION a* yY� UU )_WT WT Date: Property Address: 0.er: M © Telephone#• Contractor: AQ\16 \�0 2 ii i i T Telephone Contractor Address: 3 - �q �c s Fax#: `�D�(� Z�Z-�229 Contractor Signature: r In consideration of permit given for do' 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 ordinance and standards of ood 'ce listed therein Building: Building Type: ❑ Trailer Service: If other construction is being done on this building Cl/New (3 Residence ❑ Temp. ❑ Newbeing site,list the building d Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ AdditionSq.Ft. O Repair /Y (0 �c' tnnty\1y1 00 Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS + O PH I W VOLTS WAY Existing Service RACE S1ze AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH I NO.j OVER 1 H.P. PHS TNDER )O—V OVFR600V - Transformers NO KVA NO. KVA No.Neon Transf. Ea. Sign7 T Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845. htta•//www.ci.stlantic-beach.fl.us I Revised 1104 S � q i W - s SNVqd r-adV0SlHHUlS 0 LO 1 I 2 i E, N ya �Li1y� �i,� < Q 0 1 '` O er'� � � o d- c� ca cn We A VRR .:Juj J co .. , . N is G� - LaXHAV HO a r W _ i 0 00 - 4GISTS -S� IV s Nf ) CD N H ci I s H zi J S g � Wag 0 " 04) 4oa•sd'Ott , 1 4-51 e t 1i'C w~ s oda=-�l �- wuosilEal v ✓v O0 v— t- cn Li-j f bJ � o EROSION CONTROL LINE Ld%J N -- Q <Z tJLKHEAD N a <c X CL. r.� �---- Li 00 • V) _D I--- `� v? C!� m W cn 1z 0 <� U) 6LD CCCL O 0 Ly z W _ � w Q Q z n (VJ 7- 0— Q z - E 1y >-- >-- O R C W o 0 CL CO m x w w F--- a W U ~" L,JQ ,� PTH 2' 0 4 n W LW A �--- a FLOOD ZONE AO" (DE ) ,� (! W CL C}_ . Z C)� O O Q `� FLOOD ZONE X o � d Q Q'_ w (A � Q 1Y O M d= 0 ry Z LL O ►- ►-� z x Q ( W , Fes-- m '' w n tr) I I Q ?- O O LL J , - t9 E Ln ' Fes- Cy �; U >- O O O - <� zUn = N U - > a m W w �-- �I U) `_, -� L� L-- U) m 00 Q Z Z U C0 Cl- °' ( 7 O C) 00 O O O O ry c� o w 00 co z F-<`C `2 <C Q 0 r a- D O � ry CY '_ LLl Q a- e D © w (S Q C rK LI a- r) Qpm P D Q © ry LLJ z J m D D --� W LL J 0 U w r z n -- � P d D W () w © L,. 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O 1y n z O� D° D © W D - 1 n <� zt.,.1 a - --- -- W P Q _ �. l c~ (A (� D D P m W V) J }`- - <_ I > o = Q (n —O W o J D < © O o q p U _ C) C� Q d J W (Y' O O w ° x W Z F-- W U) `S N O -a Q "� L N p w W U Z �- W U X '' Q -l <a; ua p° U) Q� U Q'_ Q r O W (r� _._1 N D D m Q ry ~ ry O_ U o p D D ry n Q LL W ry m� X r- X � PDD ` ' U m LJ � � Q z pp O Q N D D O 0 XX U00_ pD = n OW <C >'-' Ln C °D T- r� J LLI 0 ryX Li ry WOO W R /W LINE � - -_ � � N U (7 1D ccc � =1= L 00OXco 0 CL N O 00 .� U .i U) z rn N r EDGE r?' (y J W W N OF PAVEMENT ry 0 Q f� Q_ A w m N 04 o z n Q m �S• _ M " f- 5' � `�' � rx O >- w S'� 0 S O 0 -� N 0 5 00 5 7 �� CCCL o o zQ�'x 0 z <oo �-{-" z=� U U U) N O 3 Q0 ry + z f- ~ z(~n N F-- r -j w Lo ry E A 6 X CL X xWQ � W E N U E 40 RIGHAO iHSIi J 0-� NI _ (� � T OF WAY (PAVED) c� J�dM � � 3dVOSl3ld1S 03SOdOdd W W <� �" a i z zU i i Storm water Storage Requirements Area Percent Impervious Runoff Volume Storm water Storage 10,156 Sq. Ft. 2590 (0.4) 3,148 Cu. Ft. i <. N 8 I 6 44 00 7.00' E Storm water Storage 10,673 Sq. Ft. 50go C0.6) 4,963 Cu. Ft. / MONUMENT NO. R-46 / 1 I Storage Volume Required 1,815 Cu. Ft. Storage Volume Provided 1,992 Cu. Ft. �o ARCHITECTS CRAFTSMEN • 4- I IMPERVIOUS CALCULATIONS: _ A U NS: Gj I RUN-OFF VOLUME C LC LATIO / - MAIN HOUSE : 2,260 SQ. FT. _ V=CA 12 to Parkway CARRIAGE 710 SQ. FT. � 9995 Ga y N. I IPS 20 40 V= Volume of storage in cubic feet u i IL e 2 5 0 o / I DRIVEWAY 836 SQ. FT. A= Area of hte lot in sq.ft. EQUIPMENT CONC. SLAB : 107 SQ. FT. R= 25 year 4 24 hour rainfall depth (9.3 in.) over the lot area Jacksonville, Florida 32246 u SCALE: 1 = 20' I 0 POOL CURB $ LANAI: 479 SQ. FT, C= Run-off coefficient, w/c is 0.6 for the 5090 max. impervious coverage WALKWAYS: 159 SQ. FT. 0.4 for 25�o impervious coverage and 02 for Oro impervious coverage. Office: 904-398-5775 p FOUND DNR MONUMENT TOTAL: 4,551 SQ. FT. ✓ Fax: 904-398-5350 NO. 72-01_ T NORTHING: A18 I Z -,1 0 EA NG' 2,183,56 � m STING. 37 183, 112.37 D Predevelopment vvww.Cron kduch.com 1-� 10.673 SQ. FT. CLOT AREA) - 4,551 SQ. FT. I M J = 6,122 SQ. FT. IMPERVIOUS AREA Run-off Volume = 0.4 x 10,673 sq. ft. (Area) - 517sq. ft. (Existing Driveway) x 9.3/12 inJft. CONSULTANT'S _ , o . = 3,148 cu. ft. SURVEY: o. 0 0 D oI W M01 Z -�-i z o 00 m I 0 0 z Post development o Ln oO O � m I Z > 142.2 -< o o r, I _< I Run-off Volume = 0.6 x 10,673 sq. ft. (Area) x 9.3 in./12 inJft. I I r c I 0 Z • Z _ = 4,96 3 cu. ft. ^' F O v CI rn 0 .rn o I Delta Volume = 4,963 cu. ft. - 3148 cu. ft. = 1,815 cu. ft. STRUCTURAL: I L4 z I I5 , o I Po 142.5' N z - m POLE FOUND NAIL BETWEEN c 18-PALM TWO PALM TREES ( O I NORTHING: 2,183,892.3 200.12' NAILTO IRON UND R OUND FASTING: 374, 907.7 N 83"25'52" E 200.00' (PLAT) N �? • FOUND 1/2" IRON 10� ti �� CABLE EL-EC IC 2.90' IV PIPE, LB 385 +� X 11.3 v R SER NAIL TO C, > X 2 REVISION: AD is �' PALM �'� N 83`26 21 E 212.02 _ \ 1 ,7! 0.6, 4' WOOD FENCE 9" PALMI v, 9" P • f PALM �9 •8V �y FENCE X1.0 Ij 0328.05 PROPOSED NEW 7.1 low 4L/ 6 0.7' NIDE YyppD • s q • 9• 9• ��' ! �� WESTWAF?D SWALE 1 h6 +`1.O KHEAD X 9" PALM PALM I c -1 U 1�� 9 X19.6 - N A+ !1 6h �h '0 1 .0 11" PALM f 1 CONCRETE `� DRIVEWAY '9 • I I rn -1 14.33 Q� 11" PALM 19.2 X �I h • X19.9 ^� -� a� r m N 1 W 1 .6 S 7 + , X 1 4 X 2 �O� 0.7• D 7 9.5 r 12" �- I � ! z i w i 1 0 a' WOOD p W Z Z m 15. 1 6 8 Bu DE X 19.6 --1 - Z ��. 1 73 1 1 ti:6 ,y Oi 1 U 14.3 ' ,`b N = arc P O O ' • „ .,.. ARCHITECT'S SEAL TJ c) _ o X21: w•00 - p r X 19.7 19.5 I 1 {' .6 S 6' X 1 .5 X 19.7 X 19.5 it) X N N Z 1 W - Cj < 6' + -12" q zIz i 1 ' MBAR TO C.GC.L X 2 19.8 PERIMETER SILT FENGE m m - N D RE X 6. = rl `k. z '} X18.6 X21.1 _ X 19.99 x v 1 1 7 -i � � -� � � 11.1 - 1 8.2 9 6.7 1 #.6 01 8 R }� s�, ' 19. -0--DRAIN 19 X 14.1 X 10.1 X X X 5.3 g 5.2 4.9 !a 14.24 1'i101'OEED EI141LE 8L X 19. f-DRAINACsE 5 1 11.2X - / X X X D o 2 ro cENr�le t-6'DEEP y 1 - Ul ;';, X X12. 1 O RET /\ , j / 1 .7 2 ; v i i � D r 19.1X I r, i' y;,' i%%% w w�-' 1 O D r- r- m c, .+ D O► I ul1JALE I 1-4 PLOT DATES: W /„ ' rr CADD DWG. FILE NO. SLOPE CIENTERi/ I O DEE 1~ MIN � TE6 _ E E s ,, &ANP MED rn p Ll r 14 ALXI - % 1 i / i/ ' 1 1 Z P/ �_ o OEUL4LE� ✓i, ADD USER ID - D dTER ti NEW OINt.� - �14. �;9%, EEP AT Qe 111 / z ISSUE DATE: y- �'PHONEI 37 19.7 X X / X X ER PO SER � 19 2 " 13.8 X 12.6 12,6 X X10.4 7.0 6.4 5 5.4 X Jan. 17 2005 � POwER POLE � S 83°26'21 " W 213.99' ON e4ND�, TER S LT CE OUND 1/2 ION 14.1 PIPIE, LB 308 X 5.0 _ WT1I GUY 15.41 S 83°25'52" W 200.00' (PLAT) CONCRETE BULKHEAD 17.19 1229 Z 8.4 LEGAL DESCRIPTION: ANCHOR A"00Mq + LIGHT S 83'30'57" W 201.60' IRON TO IRON 16.12 X15.67 �Q 14.44 I o EDGE OF VEGETATION 14.71 X15.58 i I z APPROXIMq►E ~ n 13.8 o SEASONAL MEOW HIGH +," z TER LINE N: X14.79 FIFTEENTH STREET X13.34 o�- X z q D d Irn �- p I-� (FORMERLY 13TH STREET) z o Z FOUND 3/4' IRON X11 0. 40' RIGHT OF WAY (PAVED) z 0 ❑ PIPE, NO CAP r' FOUND DNR PROJECT PHASE: � � � MONUMENT NORTHING: 218,3792.5 r0 0 NO. 72-01_A19 ENT FASTING: 374,915.0 Csl -' CONSTRUCTION DOCUMENTS 122.5' EDGE OF ROOF OVERHANG_ S" Min. Low Permeable Soil Retaining Wall Gap ►� ON i o c NORTHING' 2,783,63150 FASTING: v z o 374,888.0,9* I TWO STORY rn rn n WOOD FRAME �r p M -j �� Retaining Wall Block 0• n 0) Z• RESIDENCE NO. 46 0 N 0 _ _ o cn -111..-11 I-1 I I-1 I I-1 11-1 11=1 11=1 I I-__ 0 123.1 � a .P. -I I-111=111-_.11 r I -1 I-I-III __ __-_____� t r1 Retained Soil --„ -A Il. Finished Driveway SAIG RESIDENCE c0 Cu Z- ------- �, W rr, _;111==-1 - > A- 0 p Unit Drainage Fill a1 n: I (3/4" Crushed .. n Ln Rock or Stone) Q NEW RESIDENCE q I Approximate Limits =) of Excavation III III-I_I I -I I I 11II Jacksonville, Florida U 4" Perforated PVC Drainage Tile Unreinforced Concrete or i E Q 1C0NSTRUCTION SITE MANAGEMENT PLAN (If ApedRequinFilterFabric Foundation Soil Crushed Stone Leveling Pad jTV'OFF , ;, Erosion & v,N', 4, Sediment T4��!_��NG WALL DETAIL Control Plan � I N 86'44'00" E 7.00' MONUMENT NO. R-46 [� MAP SHOWING SURVEY OF LOTS 1 AND 2, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 64 OF THE / CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. TOGETHER WITH THOSE LANDS LYING EAST OF THE EAST LINE OF SAID LOTS 1 AND 2, TO THE eYO5 � EROSION CONTROL LINE, BEING BOUND ON THE NORTH BY AN EASTERLY PROLONGATION' OF ' NTHE NORTH LINE OF SAID LOTS 2 AND BOUND ON THE SOUTH BY AN EASTERLY c) 0),�o`o 0) PROLONGATION OF THE SOUTH LINE OF SAID LOT 1 . 10 0 40 'l _ SCALE: 1 " = 20' o >r*, rn� I � ta FOUND DNR MONUMENT m� NO. 72-01-A18 NORTHING: 2,183,562.37 N O E Z o pp EASTING: 374,065.11 C: 142.2' Z LA I 1rn I W -•---- � g I X11.3 I� D ' I I C FOUND 1/2" IRON k• ; 142.5' m PIPIT, LB 385 I II ' NAILTO IRON N N �� 1 200.12 200.00' (PLAT)f N + !+ FOUND NAIL BETWEEN PO POLE TWO PALM TREES r N 5325'6'21 ff C 21 L.• FENCE IN 1 0 18"PALM • NORt,IING-. 2,183,892.3 83•� G !� • UNDER OUND FASTING: 374, 907.7 N L. P J N II z d I PALM CABLE E C IC 2.90' NAIL TO C.C.C.L 9" P • lip 9•PALM I I !+F ' PALM 9" PALM ?q • 1 ii. i -'� 4' WOOD FENCE • J 9" PALM i 0. �1 1.0 0.7' WIDE WOOD 11' PALM ?4 8 I 3 2.3 iiis��llh i ' ` J I 6' ULKHEAD • 19.2 X w t X 1 7 .P" P � y0• X � `i 4 9 �:•X 7.1 O • m rn136 1 13Q X11.6 1 5 k �h ,�� •DRIVEWAYCh �� !.D 11" PALM X19.9 12" PALM I i c ,� I i 6.7 5.3 , �b' CONCRETE �' 'O < 0 9 X a � p x6. I 8X /1 14.33 6` 9.5 n ..4 'U I •� 1 7 10.1 0 < J ,� ,6 1 4 X 4� BULKH DE WOOD X19.8 Z N 19,5 X 1 12 5 N 11.1 I I w I ro + 7 ..� X 19.7 .1 11.2 r 0 co1 .0 R0 n 14.1 I I X 0 Z 15. 1 10M1b X19.5 X 1 1 X12.2 j a I Z 14.4 l + X 21. X,9.7 19,8 Xxp.99 - 19.5 ' 7X .� +++"��� Q w w cn X � � t o ,� °° 1 Z pp Q � !� a X1 5 X2 .2 _ I 1 S Q � O O i .6 /e 1 ' 8 � -I- 12" ALM AR TO C.c C.L. _ --X19.8 Coi� CO p`� Q 15. , x211.1 PALM X 19.5 11*� N I N I ti QI '�, 8 �P X 19 X 20. 1 1 fi X 19.3 19.1 X I xx 0 g !I X ' 2.7 x5 04 x0.4 -t, �� 14.24 I I x 3.8 p 7 4.7 �6.,� O (JI C DRIVE 1 I X 4.3 D 0 G CONCRETE • G o a 1 i X 8.4 5.0 -� / tN O 12" PALM ""I �� 12' PALM ^ �`' I Il x 5'7 APPROXIMATE MEAN i• ` 0 UL1(HENO o • X7.0 8'4 HIGH WATER LINE o 6 _ 0 c" _ C _ LB�I N 9" PALM 10' PALM I I I/ < Z r. 12" PALM a'1�" LM ,4 P 1 wD00 • • _.__.. -_ _ __ • 1 X12.8 X14.1 X10.4 x8.4 �.. .-, a 8 ELECTRIC _ _ X12.6 _ _ APPROXIMATE ('� �i� •1 • METER 11" PALM " � 0' PALM ION 13.8 c EDGE OF VEGL fA71ON rn I 13' •ALM • it P 11 PALM OUND 1/2" 12.29 L \ SEASONAL MEAN HIGH 1 Qi 013 • • it PALM PIPIE, LB 308 APPROXIMATE 14 P 12" PAL • �" ",,�,,.�_ - WATER UNE 5' PA 19.9 X 20� f 19.2 14.44 � 13.8 7.8 `1�1 /�1 3,99 17.19 X m 14 • f " V11 L 15.87 i YHONEI 37 S 83@26 21 200.00' (PLAT) CONCRETE BULKHEAD I RISER S 83-25152 POWEROPOLE 15.41 " ' IRON TO IRON X15.58 X13.34 WITH Guy S 83.30 57 W 201.60 •P ANCHOR 14.71 -�' / FOUND DNR MONUMENT + LIGHT STREET -4 II NO. 72-01-A19 4,79 F I F TEEN TH STREET) NORTHING. 374,888.08 50 NOTES: Xt (FORMERLY 13TH THIS IS A BOUNADRY AND TOPOGRAPHIC SURVEY. I ' RIGHT OF WAY (PAID) �� i Q 40 �� �RQ���HA►'1G- '1 NO BUILDING RESTRICTION LINE PER PLAT. 1 / C BEARINGS BASED ON A LINE FROM D.N.R. MONUMENT No. FOUND 3/a" IRON • ' 1225' ILp 72-81-A18 TO D.N.R. MONUMENT No. 72-81-A19 AS PER PIPE. NO CAP 0 TWO STORY •? W NORTHING: 218,3792.5 0 / EAsnNc: 3 7a,915.0 WOOD FRAME o THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL J Ifr1 COUNTY, FLORIDA, AS RECORDED IN MAP BOOK "C", PAGES REs@ENCE NO. 46 72 - 72H OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. I 123.1' - CCCL DENOTES COASTAL CONSTRUCTION CONTROL LINE. !-._..----^'►„' __ EROSION CONTROL LINE IS THE EASTERLY BOUNDARY OF SURVEYED PROPERTY, AND WAS CALCULATED FROM CD COORDINATES OF SAID DNR MONUMENTS, AS PER THE 0 I g I EROSION CONTROL LINE FOR DUVAL COUNTY, FLORIDA, AS -' j RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B -- , •O Dc C3? N. / m v OF SAID PUBLIC RECORDS. Z � I INio�� BENCHMARK USED: FOUND DNR MONUMENT, NO. 72-01-A19, ELEVATION = 12.28 N.G.V.D. (1929). •'��� o ' MEAN HIGH WATER LINE ESTABLISHED USING EXTENDED DATUM FOR TIDE STATION 872-0291 (JACKSONVILLE I c C;1 BEACH, MHW-2.97 N.G.V.D., TIDE RANGE-5.11'). I SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO Z A o CHAPTER 16B-33.002(45), FLORIDA ADMINISTRATIVE CODE. n c MHW + (1.5 X TIDE RANGE) - 2.97 + (1.5 X 5.11) _ / m ` 10.63 I THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD m / ZONE "X" (AREA OUTSIDE 500-YEAR FLOOD PLAIN) AND FLOOD ZONE "AO" WITH A DEPTH OF 2 FEET AS WELL AS I CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP�� COMMUNITY-PANEL I r / APRIL 17 1989 N0. 120075 0001 D, REVISED --t� MONUMENT N0. R-47 OR ATLANTIC BEACH, FLORIDA. IS 86'44'00; W • / 25.00 I i 133.0 TWO S , TORY �� o WOOD FRAME . � o RESIDENCE NO' 1451 �"� o m ' o "NOT VALID WITHOUT THE SIGNATURE AND THE 134.2' DONN W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED i SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: ;��j;JJFFILE: 2004-0894 DRAWN BY: PH BOATWRIGHT LAND SURVEYORS inc. 1500 ROBERTS DRIVE JACKSONVILLE BEACH., FLORIDALORIDA 904 241 8550 -DATE:JULY 7. 2004 SHEET OF 1 (904)241-8550 XREF 2004-470 : DAF