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1721-1723 Seminole Rd (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030425 Date 6/03/05 Property Address . . . . . . 1721 SEMINOLE RD Tenant nbr, name . . . . . . REPL WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 33000 Owner Contractor -- ----------------- - ---- - --- -- -- --- ------------- SCOTT, JAMES S . FLORIDA GEORGIA CONTRACTORS 1721 SEMINOLE ROAD 11433 SAINTS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-7010 --- - -- - - - ------- ---- ---- -------- - --- ---- --- ---- -- - ------- ------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 195 . 00 Plan Check Fee 97 . 50 Issue Date . . . . Valuation . . . . 33000 Fee summary Charged Paid Credited Due Permit Fee Total 195 . 00 195 . 00 . 00 . 00 Plan Check Total 97 . 50 97 . 50 . 00 . 00 Grand Total 292 . 50 292 . 50 . 00 . 00 M PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. -'1%, r , -1A BUILDING OFFICIAL c�. CITY OF ATLANTIC BEACHFord s� BUILDING / ZONING DEPARTMENT D: ggins > r� 800 Seminole Road S. err �r Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax R E C E I V E D www.coab.us CITY OF ATLANTIC BEACH BUILDING R 76NING PLAN REVIEW COMMENTS MAY 2 6 2005 Permit Application # O�3 - 3L�4 ZS , BY: Property Address: I Z Z.� ��-Pt vL� Applicant: FL n �� 1JT�ZCTI IBJ G Project: ��Y�(_ ►.�f�a�5 This permit application has been: Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: a - Date: Date Contractor Notified: FRECEIVED ATLANTIC BEACH ING & ZONING Y 2 6 2005 n �3 BY. C`,I jsl J CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS E DOORS OF -FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCD GARAGE ON 3 Date: blo X33 Job Address: 1 r Owner's Name: D g ir__! ( _ 3' Address: (cj�-� 1111P a5 _ Phone: Legal Description: Block Number:_ '— Lot umb Zoning District: Contractor: 'I"1 e-/1 I-o(nh,co I M _State Licensber: c ' rc 1 `t 0 Address: Phone: 2 rs -`-rt - City: State: Zip; A II ax: to`t11� Describe proposed use and work to be done: Ce cin + a ��— Present use of land or building(s): Valuation of proposed construction: -�- Is approval of Homeowner's Association or other private entity required? Mo If yes,please submit with this application. Building Data: Mean Roof Height (ft) Building Width __(ft) Building Length_ Sl Height (ft) Roof Slope *Window Elevation from Gradc�_(ft) Window Hei g Window Width _(ft) Measurement from corner of building to window (ft) S Y 0 S b I 4 a S S 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atlintic-beach.fl-us Revised 1/27/03 Page I _ 4XI bINN N - _ k OL x ul u 132' AL Architectural Testing ASTM E 1886-97 and ASTM E 1996-01 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415 Report No: 01-42491.03 Test Date: 08/19/02 Thru: 08/21/02 Report Date: 09/11/02 Expiration Date: 08/21/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows to perform tests on three Series/Model 0709, PVC fixed windows. The sample tested successfully met the performance requirements set forth in the referenced specification listed below for a design pressure rating of 50.0 psf. Specimens utilized replacement construction. Test Specification: The test specimen was evaluated in accordance with the following: ASTM E 1886-97, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-01, Standard Specifications for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. Test Specimen Description: C'rY APPRO vED ()t ATLAry11C BEACH Series/Model: 0709 BUILDING OFFICE Type: PVC Fixed Window MAY 2 7 2005 Overall Size: 6' 0" wide by 5' 0" high BY: Fixed Daylight Opening Size: 5' 8-3/8" wide by 4' 8-3/8" high Finish: All PVC was white. Glazing Details: The vent utilized a V thick insulating glass unit fabricated from a sheet of 1/8" thick tempered glass on the interior and two sheets of 1/8" thick clear annealed glass with a 0.090" thick interlayer on the exterior. The insulating glass unit utilized a foam spacer system. The vent was interior glazed against a glazing compound and secured with dual durometer snap-fit glazing beads. 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com 01742491.03 Page 2 of 8 Test Specimen Description: (Continued) Frame Construction: The frame was constructed of extruded PVC members with mitered and welded corners. Drainage: Description Quantit Location 1/8" diameter weephole 2 One 5" from ends of sill draining the glazing pocket Reinforcement: No reinforcement was utilized. Installation: The replacement window was installed into a nominal 2 x 10 Spruce-Pine-Fir #2 wood test buck. The head, sill, and jambs were secured with #10 x 2-1/2" screws 6" from each corner and 12" on center. All the screws utilized a 1-1/2" embedment. The interior and exterior perimeters were sealed with silicone. 01-42491.03 Page 3 of 8 Test Results: The results are tabulated as follows: Lab temperature at time of test: 87.3°F ASTM E 1886, Missile Impact, Section 11. Test Procedure Missile Weight: 9.0 lbs Muzzle Distance from Test Specimen: 14.5 ft. Test Unit#1 Impact#1: Missile Velocity: 50.6 fps Impact Area: Center of glass Observations: Large missile fractured exterior lite of glass and shattered interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 49.8 fps Impact Area: Lower left corner Observations: Large missile fractured exterior lite of glass and shattered interior lite of glass, no penetration. Results: Pass Test Unit#2 Impact#1: Missile Velocity: 50.6 fps Impact Area: Center of glass Observations: Large missile fractured exterior lite of glass and shattered interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 50.4 fps Impact Area: Upper left confer Observations: Large missile fractured exterior lite of glass and shattered interior lite of glass, no penetration. Results: Pass 01-42491.03 Page 4 of 8 Test Results: (Continued) The results are tabulated as follows: Lab temperature at time of test: 87.3°F ASTM E 1886, Missile Impact, Section 11. Test Procedure Missile Weight: 9.0 lbs Muzzle Distance from Test Specimen: 14.5 ft. Test Unit#3 Impact #1: Missile Velocity: 49.8 fps Impact Area: Center of glass Observations: Large missile fractured exterior lite of glass and shattered interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 49.8 fps Impact Area: Lower right corner Observations: Large missile fractured exterior lite of glass and shattered interior lite of glass, no penetration. Results: Pass 01-42491.03 Page 5 of 8 Test Results: (Continued) ASTM E 1886 Air Pressure Cycling Design Load: 50.0 psf Test Unit #1 Table 1 "Cyclic Pressure Differential Loading", Section I1 Paragraph IL 4.2 POSITIVE ACTING Head Maximum Deflection Permanent Set Pressure No. of . Average Indicators Range Cycles Cycle Time Left Center Right Left Center Right (psf) (seconds) #1 #2 I #3 #1 #2 #3 10.0 to 25.0 3500 2.47 0.05" 0.12" 0.05" 0.0 to 30.0 300 2.95 0.05" 0.13" 0.05" 25.0 to 40.0 600 2.45 0.05" 0.17" 0.06" 15.0 to 50.0 100 2.91 0.05" 0.21" 0.07" 0.03" 0.03" 0.05" Pass NEGATIVE ACTING Head Maximum Deflection Permanent Set Pressure Average Range No. of Cycle Time Indicators (psi) Cycles (seconds) Left Center Right Left Center Right #1 #2 #3 #1 #2 #3 15.0 to 50.0 50 2.56 0.01" 0.12" 0.02" 25.0 to 40.0 1050 2.35 0.01" 0.10" 0.02" 0.0 to 30.0 50 2.90 0.01" 0.08" 0.02" 10.0 to 25.0 3350 2.29 1 0.01" 1 0.08" 1 0.02" 0.01" 0.04" 0.01" - Pass s 01-42491.03 Page 6 of 8 Test Results: (Continued) ASTM E 1886 Air Pressure Cycling Design Load: 50.0 psf Test Unit#2 Table 1 "Cyclic Pressure Differential Loading", Section IL Paragraph 11.4.2 POSITIVE ACTING Head Maximum Deflection Permanent Set Pressure No. of Average Indicators (psf) Range Cycles (seconds)Cycle Time Left Center I Rig-lit I Left Center Right #1 #2 j #3 1 #1 #2 #3 10.0 to 25.0 3500 2.48 0.01" 0.07" 0.01" 0.0 to 30.0 300 2.97 0.01" 0.08" 0.01" 25.0 to 40.0 600 297 0.01" 0.11" 0.01" 15.0 to 50.0 100 2.10 0.02" 0.13" 0.01" 0.01" 0.02" <0.01" Pass NEGATIVE ACTING Head Maximum Deflection Permanent Set Pressure No. of Average Indicators (psf) Range Cycles (seconds)Cycle Time Left Center Right Left Center Right #1 #2 #3 j #1 #2 #3 15.0 to 50.0 50 2.83 0.02" 0.09" 0.02" 25.0 to 40.0 1050 2.43 0.02" 0.08" 0.01" 0.0 to 30.0 50 2.95 0.01" 0.06" 0.01" 10.0 to 25.0 3350 2.73 0.01" 0.05" 0.01" <0.01" 0.02" <0.01" Pass i 01-42491.03 Page 7 of 8 Test Results: (Continued) ASTM E 1886 Air Pressure Cycling Design Load: 50.0 psf Test Unit #3 Table 1 "Cyclic Pressure Differential Loading", Section IL Paragraph 11.4.2 POSITIVE ACTING Head Maximum Deflection Permanent Set Pressure No. of Average Indicators (psi) (seconds) . Range Cycles Cycle Time Left Center Right Left Center Ri ht #1 #2 #3 #1 #2 #3 10.0 to 25.0 3500 2.27 0.01" 0.07" <0.01" 0.0 to 30.0 300 2.98 0.01" 0.08" <0.01" 25.0 to 40.0 600 2.00 0.01" 0.09" <0.01" 15.0 to 50.0 100 2.68 0.02" 0.12" 0.03" 0.01" 0.02" 0.03" Pass NEGATIVE ACTING Head Maximum Deflection Permanent Set Pressure No. of Average Indicators Range Cycle Time (PSO Cycles (seconds) Left Center Right Left Center Ri ht #1 #2 #3 #1 #2 #3 15.0 to 50.0 50 2.56 0.02" 0.13" 0.02" 25.0 to 40.0 1050 2.06 0.02" 0.12" 0.02" 0.0 to 30.0 50 2.99 0.01" 0.10" 0.02" 10.0 to 25.0 3350 2.11 0.01" 0.09" 0.01" <0r.01" 1 0.05" <0.01" Pass General Note: Upon completion of testing, the specimens met the requirements of Chapter 7 of ASTM E 1996. Note #1: A 2 mil plastic film was used on the interior of specimens to seal against air leakage for the negative loading portion of testing. In our judgment the film used did not influence the results of the testing. O1-42491.03 Page 8 of 8 Witnesses: The following representatives witnessed all or part of the testing. Chuck Anderson Simonton Windows Allen N. Reeves, P.E. Architectural Testing, Lic. Jay Leader Architectural Testing, Inc. Adam Fodor Architectural Testing, Inc. Representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. This report may not be reproduced except in full without approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: kL- - Adam Fodor Allen N. Reeves, P.E. Senior Technician Director- Engineering Services /3 J EPTErl,(Q��f Z O c, Z AF:baw 01-42491.03 , DOCUMENT CONTROL ADDENDUM #01-42491.00 Current Issue Date: 09/11/02 Report No.: 01-42291.01 Requested by: Chuck Anderson, Simonton Windows Purpose: SBCCI SSTD 12-99 testing on Series/Model 0709, PVC fixed window. Issued Date: 09/11/02 Comments: Florida P.E. seal required on report. Report No.: 01-42291.02 Requested by: Chuck Anderson, Simonton Windows Purpose: SBCCI SSTD 12-99 testing on Series/Model 0709, PVC fixed window. Issued Date: 09/11/02 Comments: Texas P.E. seal required on report. Report No.: 01-42291.03 Requested by: Chuck Anderson, Simonton Windows Purpose: ASTM E 1886-97 and ASTM E 1996-01 testing on Series/Model 0709, PVC fixed window. Issued Date: 09/11/02 Comments: Florida P.E. seal required on report. ASTM E 1586-97 and ASTM IF: 1996-02 TEST REPORT Rendered to: SIMONTON WINDOWS SERIESAVIODEL: 07-09 TYPE: PVC Double Hung Window Report No.: 01-42918.03 Report Date: 10/25/02 Expiration Date: 10/17/06 r Architectural Testing ASTM E 1886-97 and ASTIYI E 1996-02 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Penrtsboro, West Virginia 26450 Report No: 01-42918.03 Test Dates: 10/11/02 And: 10/17/02 Report Date: 10/25/02 Expiration Date: 10/17/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted to perform tests on three Series/Model 07-09, PVC double hung windows. The samples tested successfully met the performance requirements set forth in the referenced specification listed below for a design pressure rating of 50.0 psf. Specimens utilized replacement construction. Test Specification: The test specimens were evaluated in accordance with the following: ASTM E 1886-97, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Irnpacied by Missile(v) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-02, Standard Specification for Performance of Exterior ff"indows, Glazed Curtain Walls, Doors and Storni Shutters Impacted by Windborne Debris in Hurricanes. Test Specimen Description: Series/Model: 07-09 Type: PVC Double Hung Window Overall Size: 4' 4" wide by 4' 2" high Interior Sash Size: 4' 1" wide by TO-1/4" high Exterior Sash Size: 4' 0" wide by I' ll-1/4" high Finish: All PVC was white. ` 130 Derry Court York, PA 17402-9405 phone: 717.764,7700 fax:717.764.4129 www.arclitest.com 01-42918.03 Page 2 of 9 Test Specimen Description: (Continued) Glazing Details: The sash utilized V thick insulating glass fabricated from a sheet of 1/8" thick tempered glass on the exterior and two sheets of 1/8" thick clear annealed glass with a 0.090" thick interlayer on the interior. The sash were exterior glazed onto dual sided adhesive foam tape. The sash employed a foam spacer system and utilized vinyl snap-in dual durometer glazing beads on the exterior. Weatherstripping: Description Quailtity Location 0.330" high by 0.187' 1 Row Exterior face of interior sash stiles backed polypile with center fin 0.250" high by 0.187' 2 Rows Exterior sash stiles backed polypile with center fin 0.250" high by 0.187' 1 Row Sill, interior and interior face of the backed polypile with g exterior meeting rail interior sash of p center fin stiles 7/16" hollow foam-filled 1 Row Bottom rail vinyl bulb gasket with single leaf 1/2" long"C-fold" vinyl 1 Row Bottom rail bulb gasket 1/4" foam-filled vinyl 1 Row Top rail bulb gasket 0.310" high by 0.187" 1 Row Exterior face of exterior meeting rail, backed polypile with exterior face of interior sash stiles center fin 1/8" foam-filled vinyl 1 Row Intermediate vertical leg at head bulb gasket Frame Construction: The frame was constructed of extruded PVC members with mitered and welded corners. Sash Construction: The sash was constructed of extruded PVC members with mitered and welded comers. 01-42918.03 Page 3 of 9 Test Specimen llescription: (Continued) Hardware: Description Quantit Location Metal lock assembly 2 One 7-1/2" from each end of the interior/exterior meeting rail Balance assembly 4 Two in each jamb Heavy duty plastic tilt 2 One on each end of interior meeting latch assembly rail U-Channel 2 One midspan of each jamb in the interior jamb track Plastic tilt latch 2 One in each end of the top rail Metal pivot bar 4 One in each end of the exterior meeting and bottom rails Drainage: Descriptionuantijy Location 3/16" diameter 4 1" from ends exterior meeting and weephole bottom rails draining the glazing channel 3/16" wide by 1" 2 One at each end of the sill draining deep weepslot the sill into the interior sill hollow 1"wide by 1/8" high 2 3" from each end of the sill draining weepslot with cover the exterior sill hollow Reinforcement: Extruded aluminum reinforcement was utilized in all stiles, meeting rails,bottom and top rails. Installlation: The replacement window was installed into a wood 2 x 10 Spruce-Pine-Fir #2 buck. The window was secured with #10 x 2-1/2" long wood screws having a 1-1/2" embedment. The window was secured to the test buck at the jambs with screws 5" from the head'and sill and 7-1/2" from sill and 16" on center; and at the head with a screw 6" from each end and midspan. The interior and exterior perimeters were sealed with { silicone. 01-42918.03 Page 4 of 9 Test Results: The results are tabulated as follows: Lab temperature at time of test: 71°F ASTM E 1886, Missile Impact, Section IL Test Procedure Missile Weight: 9.04 lbs Muzzle Distance from Test Specimen: 12.4 ft. Test Unit#1 Impact#1: Missile Velocity: 50.2 fps Impact Area: Interior sash, center of glass Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 50.5 fps Impact Area: hiterior sash, top right confer Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass Test Unit#2 Impact#1: Missile Velocity: 49.7 fps Impact Area: Interior sash, center of glass Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 49.5 fps Impact Area: Interior sash,bottom right comer Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass 4 01-42918.03 Page 5 of 9 Test Results: (Continued) ASTM E 1886, Missile Impact, Section 1 I.. Test Procedure Missile Weight: 9.04 lbs Muzzle Distance from Test Specimen: 12.4 ft. Test Unit#3 Impact#1: Missile Velocity: 50.6 fps Impact Area: Interior sash, center of glass Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass,no penetration. Results: Pass Impact#2: Missile Velocity: 50.0 fps Impact Area: Interior sash,bottom left corner Observations: Large missile fractured interior lite of glass, broke bottom left corner of sash stile. (See Note#1) Results: Fail Note. #1: Due to the failure of Specimen #3, a jburth specimen was impacted and cycled. Test Unit#4 Impact#1: Missile Velocity: 50.0 fps Impact Area: Center of interior sash Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass,no penetration. Results: Pass Impact#2: Missile Velocity: 50.0 fps Impact Area: Interior sash,bottom left corner Observations: Large missile fractured interior lite of glass,no penetration. Results: Pass i 01-42918.03 Page 6 of 9 Test Results: (Continued) ASTM E 1886 Air Pressure Cycling Design Load: 50.0 psf Test Unit #1 Table 1 "Cyclic Static Pressure Dijjerential.Loading", Section 11. Paragraph 11.4.2 __—POSITIVE ACTING Meeting Rail Pressure Average _ Maximum Deflection I Permaneut Set Range No. of cycle Indicators (ps f) Cycles Time Left ('-enter Right Left Center Ri lit (seconds) #1 #2 0 #1 #2 #3 10.0 to 25.0 3500 2.33 0.20" 0.40" 0.14" 0.0 to 30.0 300 2.32 0.22" 0.43" 0.15" 25.0 to 40.0 600 2.32 0.23" 0.60" 0.21" 15.0 to 50.0 100 2.71 0.30" 0.70" 0.24" 0.02" 0.04" 0.02" Pass NEGATIVE ACTING Meeting Rail Average INIaximum Deflection Permanent Set Pressure No. of Cycle Indicators Range Cycles Time(psi) Y Left Center Right Left Center Right (seconds) #1 #2 #3 #1 #2 93 15.0 to 50.0 50 3.00 0.25" 0.70" 0.32" 25.0 to 40.0 1050 2.72 0.20" 0.54" 0.17" 0.0 to 30.0 50 2.70 0.18" 0.43" 0.15" 10.0 to 25.0 3350 2.04 0.15" 0.37" 0.14" 0.02" 0.05" 0.02" Pass E 01-42918.03 Page 7 of 9 Test Results: (Continued) Design Load: 65.0 psf Test Unit: #2 Table 1 "Cyclic. Static Pressure Differential Loading", Section IL Paragraph 11.4.2 POSITIVE ACTING Meeting Rail Pressure Average Maximum Deflection Permanent Set Range No. of Cycle Indicators (Psf) Cycles Time Left Center Ri lit LeftCenter Right (seconds) #1 #2 #3 #1 #2 #3 10.0 to 25.0 3500 1.77 0.15" 0.43" 0.12" 0.0 to 30.0 300 1.71 0.16" 0.45" 0.15" 25.0 to 40.0 600 1.72 0.20" 0.58" 0.20" 15.0 to 50.0 100 1.69 0.25" 0.64" 0.24" 0.03" 0.05" Pass NEGATIVE ACTING Meeting Rail Average M aYin»une Deflection Permanent Set Pressure No of Cycle Indicators Range Cycles Time Left(PsiLeftCenter Right Left Center Right (seconds) #1 #? #3 #1 #2 #3 15.0 to 50.0 50 2.21 0.28" 0.82" 0.29" 25.0 to 40.0 1050 1.94 0.25" 0.70" 0.25" 0.0 to 30.0 50 1.99 0.19" 0.53" 0.20" 10.0 to 25.0 3350 1.98 0.16" 0.45" 0.18" 0.04" 0.05" 0.04" Pass 01-42918.03 Page 8 of 9 Test Results: (Continued) Design Load: 65.0 psf Test Unit: #4 Table 1 "Cyclic Static Pressure Differential Loading", .Section 11. Paragraph 11.4.2 POSITIVE ACTING Meeting Rail Pressure Average Maximum Deflection Permanent Set Range No. of Cycle Indicators (psf) Cycles Time Left Center Ri*lit Left Center Right (seconds) #1 #2 #3 #1 #2 #3 10.0 to 25.0 3500 2.09 0.14" 0.32" 0.14" 0.0 to 30.0 300 1.86 0.17" 0.45" 0.17" 25.0 to 40.0 600 1.76 0.25" 0.66" 0.26" 15.0 to 50.0 100 2.02 0.32" 0.92" 0.33" 0.05" 0.19" 0.05" Pass NEGATIVE ACTI1G Meeting Rail Average Maximum Deflection Permanent Set Pressure No. of Cycle Indicators Range cies Time(psf) C y Left Center Right Left Center Right (seconds) #.l #? #3 #1 #2 #3 15.0 to 50.0 50 2.39 0.30" 0.82" 0.31" 25.0 to 40.0 1050 2.07 0.23" 0.70" 0.28" 0.0 to 30.0 50 2.20 0.20" 0.60" 0.18" 10.0 to 25.0 3350 2.05 0.19" 0.52" 0.16" 0.08" 0.11" 0.09" Pass 01-42918.03 Page 9 of 9 General Note: Upon completion of testing, the specimens rnet the requirements of Chapter 4, S, and 6 of this test standard. Note #1: A 1 nril plastic film ivas used on the interior of'specimens to seal against air leakage for the negative loading portion of testing. In our judgment the film used did not influence the results of the testing. Witnesses: The following representatives witnessed all or part of the testing. Mark A. Hess i\rchitectural'resting, Inc. Jay Leader Architectural Testing, Inc. Allen N. Reeves, P.E. Architectural Testing, Inc. John C. McClave Architectural Testing, Inc. Representative samples of the test specimen, anis a copy of this report will be retained by ATI for a period of four years. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. This report may not be reproduced, except in full, without the approval of Architectural "Testing. For ARCHITECTURAL TESTING, INC: Jq m C. McClane Allen N. Reeves,P.E. "technician Director- Engineering Services JCM:nlb 0142918.03 DOCUMENT CON'T'ROL ADDENDUM#01-12918.00 Current Issue Date: 10/25/02 Report No.: 01-42918.01 Requested by: Chuck Anderson, Shnonton Windows Purpose: SBCCI SSTD 12-99 testing of three Series/Model 07-09, PVC double hung windows. Issued Date: 10/25/02 Comments: Florida P.E. seal required. Report No.: 01-42918.02 Requested by: Chuck Anderson, Simonton Windows Purpose: SBCCI SSTD 12-99 testing of three Series/Tdlodel 07-09, PVC double hung windows. Issued Date: 10/25/02 Comments: Texas P.E. seal requested on report. Report No.: 01-42918.03 Requested by: Chuck Anderson, Simonton Windows Purpose: ASTM E 1886-97 and ASTM E 1996-02 testing of three Series/Model 07-09, PVC double hung windows. Issued Date: 10/25/02 Comments: Florida P.E. seal required. l 2.0" 3" x 3/16" MIN. TAPCON TYPE N ANCHOR 0 CD 1" x 2" N o >_ 0 1" x 2" FURRING ` FURRING DRYWALL • ;t: L 0 O Ln j 2" x 6 O U Z U L SILICONE CAULK O W DRYWALL - �` o Z 3" x 3/16" TAPCON c n- N TYPE ANCHOR �° o 2 x 6 f 1/4" MAX. SHIM J D SILICONE CAULK #10 x 2 3/4" SHEET METAL SCREW 1 HEAD JAMB #10 x 2 3/4" SHEET METAL SCREW % SILICONE CAULK �} Q N 1.33" MIN. U) N EMB. o Q N STUCCO CD 1 VERTICAL JAMB c D N = o�t- i 3" x 3/16" TAPCON o TYPE ANCHOR U (n CO T SILICONE CAULK C _ SILICONE CAULK INSIDE STOOL (J) 0Q- CL ❑ SHIM STUCCO a JNRY #10 x 2 3/4" MIN. SILL 1" x 2" SHEET METAL SCREW z } ° FURRING W/1.33" MIN. EMB. O z • O SEE NOTE 7 I= 0 DRYWALL LLJ Cn Z SILICONE CAULK O m 2.0" MIN. cn 0 1 SILL Lw SILICONE 0 z O CAULK Y X_ STUCCO 1. U Q) LL- -_j MASONRY •° X SILL _ 1" x 2" O N FURRING = 1 SILL U OPTIONAL SILL DRYWALL Q ANCHORING 3" x 3/16" TAPCON LL- SEE NOTE 7 TYPE ANCHOR W/.15" 2.0" MIN. C-SINK & 1.25" MIN. NOT : MIN_ EMB. SEE NOTE 7 RCWBUILDING 1. This installation has been evaluated for use in locations adhering to the Florida Building Code CONSULTANTS, INC and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings 813.659.9197 and Other Structures do not exceed the design pressure ratings listed herein. 3. All interior and exterior perimeter surfaces of the window must be caulked. DATE: 5/28/02 4. See Manufacture's Installation Instructions for additional hardware anchoring if required. SCALE: N.T.S. 5. Adjust Tapcon anchor locations, if necessary, to maintain a minimum 2.0" clearance from mortar joints. DWG. BY: TJH 6. When the optional Head Expanders are used the Installer Must Adiust the anchor length to maintain the CHK. BY: R.W. required minimum embedment into the substrate. 7. When optional sill anchoring is used, the buck at the sill must be attached to the masonry the some as the DRAWING NO.: 5-134R buck at the head is attached to the masonry. The window sill must be sealed to the buck with a silicone adhesive. The anchor spacing shown above will be applied to the #10 x 2 3/4" sheet metol screw. ISHEET 1 OF 1 MODEL DESIGNATION: Simonton Fixed Series 07-70 / 07-09 / 75-70 Vinyl Window Simonton Fixed Series 07-75 / 75-75 Vinyl Window N MASONRY LINTEL MAXIMUM OVERALL NOMINAL SIZE: Single up to 96" x 72" , STUCCO -SIGN PRESSURE RATING: Anchors: Positive 60.0 PSF Negative 60.0 PSF Windows: Design Pressure Ratings Vary; See Corresponding AAMA Test Report or Dade NOA or Florida P.E. Evaluation. USABLE CONFIGURATIONS: 0 Z SILICONE GENERAL DESCRIPTION: The head and side jambs are extruded PVC CAULK The wall thickness through n w which the anchor screw penetrates 1/4" SHIM is a minimum of 0.070". 6" 3" (4) EQUAL SPACES HEAD JAMB — 12" MAX. O.C. 6„ • �. - .ate. o . E a #10 x 2 3/4" SHEET 3" METAL SCREW, TYP FRAME TO BUCK c t3 .:•a .. J U MAS; 1 � :av vii cV 3" x 3/16" TAPCON a TYPE ANCHOR, TYP. BUCK TO MASONRY •4 3" x 3/16" TAPCON 1 TYPE ANCHOR, TYP. 12" MAX , SILL TO MASONRY O.C. a .•. 6" 96" MAX OVERALL WIDTH f I 2.0" 3" x 3/16" MIN. TAPCON TYPE CN ANCHOR o o � O 1" x 2" N o > 1" x 2" FURRING p FURRING DRYWALL T _ F) E U �n 2" x 6" o J u� = O U Z j r U (n r7 SILICONE CAULK o w L) -� DRYWALL - ,; u` o ? 3" x 3/16" TAPCON c a- N `� TYPE ANCHOR -° o 2" x 6" - f1/4" MAX. SHIM 0 J 1 O SILICONE CAULK O #10 x 2 3/4" _ SHEET METAL SCREW 0 HEAD JAMB #10 x 2 3/4" .:;. i% N Ln SHEET METAL SCREW SILICONE CAULK �} >�c N Q �} 1.33" MIN. , N - EMB. 0 N N STUCCO O 1 VERTICAL JAMB N v O O 3" x 3/16" TAPCON >= O TYPE ANCHOR U n M SILICONE CAULK E C _ SILICONE INSIDE STOOL Cl) O Cl- Cl- CAULK LCAULK a SHIM STUCCO 0 NRY #10 x 2 3/4" MIN. (n SHEET METAL SCREW z >- SILL :•; • 1" x 2" W/1.33" MIN. EMB. O z • FURRING SEE NOTE 7 E- 0 O DRYWALL Z SILICONE CAULK of 2.0" MIN. cn O O O SILL N w SILICONE O I- Z CAULK Y LLJ X_ STUCCO 1'. C D LL- -_I z C2 z MASONRY Cr- X SILL _ 1" x 2" O Cy FURRING = 1 SILL cr_ a OPTIONAL SILL DRYWALL ZQ ANCHORING � 3" x 3/16" TAPCON SEE NOTE 7 TYPE ANCHOR W/.15" 2.0" MIN. C-SINK & 1.25" MIN. T NO MIN_ EMB. SEE NOTE 7 TVBUILDING I. This installation has been evaluated for use in locations adhering to the Florida Building Code CONSULTANTS, INC and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings 813.659.9197 and Other Structures do not exceed the design pressure ratings listed herein. 3. All interior and exterior perimeter surfaces of the window must be caulked. DATE: 5/28/02 4. See Manufacture's Installation Instructions for additional hardware anchoring if required. SCALE: N.T.S. 5. Adjust Tapcon anchor locations, if necessary, to maintain o minimum 2.0" clearance from mortar joints. DWG. BY: TJH 6. When the optional Head Expanders are used the Installer Must Adiust the anchor length to maintain the CHK. BY: R.W. required minimum embedment into the substrate. DRAWING NO.: 7. When optional sill anchoring is used, the buck at the sill must be attached to the masonry the same as the S-134R buck at the head is attached to the masonry. The window sill must be sealed to the buck with a silicone adhesive. The anchor spacing shown above will be applied to the #10 x 2 3/4" sheet metal screw. SHEET 1 OF 1 MODEL DESIGNATION: Simonton Fixed Series 07-70 / 07-09 / 75-70 Vinyl Window Simonton Fixed Series 07-75 / 75-75 Vinyl Window ") ` MASONRY LINTEL ^'• MAXIMUM OVERALL NOMINAL SIZE: Single up to 96" x 72" STUCCO + 'SIGN PRESSURE RATING: Anchors: Positive 60.0 PSF Negative 60.0 PSF j Windows: Design Pressure Ratings Vary; See Corresponding AAMA Test Report or Dade NOA or Florida P.E. Evaluation. USABLE CONFIGURATIONS: 0 Z SILICONE GENERAL DESCRIPTION: The head and side jambs are extruded PVC m CAULK The wall thickness through n L`' 1/4" MAX. which the anchor screw penetrates SHIM 6„ is a minimum of 0.070". 3" (4) EQUAL SPACES HEAD JAMB — 12 MAX. a d. . O.C. 6„ d � 4 1 ' • I Q a #10 x 2 3/4" SHEET 3„ Z METAL SCREW, TYP FRAME TO BUCK iv cn J W MASC LLJ O o w 72 cV "` 3" x 3/16" TAPCON I� a TYPE ANCHOR, TYP. BUCK TO MASONRY •4 3" x 3/16" TAPCON 1 TYPE ANCHOR, TYP. 12" MAX. SILL TO MASONRY O.C. C . . =a d 6„ ' .p . •ate 6" 96" MAX OVERALL WIDTH CITY OF ATLANTIC BEACH ` l 800 SEMINOLE ROAD r� ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 06-00032706 Date 4/10/06 Property Address . . . . . . 1723 SEMINOLE RD Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6050 Owner Contractor - ------------------------ ----------------------- SCOTT, JIM ROMANO ROOFING SERVICES P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-5649 ---------------- - ---- --- ---------- ----- ----- - -------------- Permit ROOF PERMIT Additional desc . . Permit Fee 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 6050 Expiration Date 10/10/06 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. kB4i dlF�QFF IAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address C42 2 `20 Date •(o (9-6 Heated Square Footage @ $ per sq ft= $ Garage/ Shed @ $_ per sq ft=Carport $ Porch $ y .per sq ft= $ . Deck- $ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation 1St $ 4 G C)o $ 3 . Remaining nin_g Value Cper thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ &S ZONING: + '/z Filing Fee $ �` FLOOD ZONE: ( )Fireplaces @ $35.00 $ DvTERVIOUS SURFACE: C� Q -BUILDING PERMIT FEE $ ` 8 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: $ W s CITY OF ATLANTIC BEACH�s D D. Ford J BUILDING / ZONING DEPARTMENT i ns r) 800 Seminole Road S. Doerr V Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # V(-0 �9, nL0/ Property Address: Applicant: Project: �� f D4— This permit application has been: ❑ Approved LO Reviewed and the following items need attention: i Please re-submit your application when these items have been co 711�0�teed Reviewed By: L� Date. Date Contractor Notified: CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION \, V~ APR G 2006 1,L4 Date: Job Address: Owner of Property:-A K (1�(` ck '� Address: 0 V��l Telephone:C�:?O UI Z4 1 l Contractor: 6Q State License Number: � C 7 Contractor's Address: Telephone: ` - Fax: Scope of Work: - Deck Slope: Greater than 2:12 x. Less than 2:12 Valuation of work: oso Product Name(Example: Timberline): `Tj VN- ttPk kl V'-E— Manufacturer(Example: GAF): C— ASTM Designation(s): (2 Required Inspections: Sheathing and Final Signature of Owner: Q&s*u, Date: Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed beforeZthiss �� day of ,20 State of Florida,County of Duval Notary's Signature• �J/--�,/2 4a E ❑ Personally known hnt c0�wsslo Produced identification EYPuu s:Saptwba 23,2008 Type of identification produced OF H.Notary C'D'1$00-3-GTARY Discamt Atsac /RM!'+^ AS TO CONTACTOR /^ Sworn to and subscribed before me this Z � day of State of Florida,County of Duval Notary's Signature: ELAINA ROMAN [--jPersonallyknown ❑ Produced identification MY COMMISSION#DD357393 Type of identification produced - FXPUtFS:SeptwJ,,23,2008 tary Diswmt Assoc.CO. .x0o-;-n Z emmole 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 1 FROM :Romano Service FAX N17. :9042461692 Apr. 06 2006 03:01PM PS l'enttil nuu,ber 'rex Folio number NOTICE OF COMMENCEMF.N'r STATE OF FLORIDA COUNTY OF DUVAL THr UNDERSIDF.D hereby givev notice that improvement will be made to certain real property, utd in aucoidauce with(Chapter 713,Florida Statutes,the following infomtation is pruvide<I in this Notice of Couunenecmeut. i. Description O�f roperty: � 2. U al desc ' lion ofimpiuvemejws: 3. Owmr iniom,ation: a. Notre and Addreaa: b. Merest in property: C. Name and address of fee sitnple titleholder(other than ownet'): d. oulrrClor+s �it�artd ad s try �� r_ �� P t � P JB! \f Y a. Phone number'. _ > .Fax num her: „ �C - 7� 5. Smetyinfotuuttiu,t: /�}� a. Name and address: h. Phouc niurtber. c. Fax nwnber -d A-woturt oflx)tKI: 6- Lender's name and address: a. Phone number_ b.Fax number: 7. Terson within the State of Florida designed by owner upon whom notices or other do=.=.to ninybe served as provided by 713.12(1)(a),Florida Statues. Name and Address:_ a.Phoue number:_. b.Fax number: 8. In addition to hituself/berself,owner desigtrates of to receive a copy of the Licnor's Notice as provided in Section 71.3.12(1)(b),Florida Statutes, 9. Expimtiou date of Notice of ConjrrtencCnictrt (tlte expiration date is one (1) year fi-orn the date of Itecording wtless a different date is specified). XSignature of Owner, .--- Cf Sworn to nn subscribed before me this :2CA day of (Of 20 Notary: Known petsonally/ID shown:_ My Couutussion expires: - - 0- 21DO1517-15,OR SK 13171.) Page 1s31, vvw�^^" �1t(),N Number Pages:1 ¢r+ tNn 41 Flu Recorded MY 6MM,SSII)4+4 13 2. 04(CIR U T OU AM, � . er27,7�x JIM PULLER CLERK CIRCUIT COURT UUVAL RECOROlNGE10.00 COUNTY . s==L`�r CITY OF ATLANTIC BEACH r S 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032707 Date 4/10/06 Property Address . . . . . . 1721 SEMINOLE RD Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6050 Owner Contractor - - -- --------------------- ------ --------- -------- SCOTT, JAMES S . ROMANO ROOFING SERVICES 1721 SEMINOLE ROAD P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-5649 --------------------------------- ---- - --- - ---------------------------------- Permit . . . . . . ROOF PERMIT Additional desc Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 6050 Expiration Date 10/10/06 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 PERMIT CALCULATION SHEET Address Date (o, C� Heated Square Footage @ $ per sq ft= $ Garage/ Shed @ $ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck @$ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ 3S Total Valuation 1St $ 6 B-P o Rmnaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ � 6 S^ ZONING- + '/z Filing Fee $ -Sit— FLOOD S� 3?i FLOOD ZONE: _ ( )Fireplaces @ $35.00 $ DvIPERVIOUS SURFACE: BUILDING PERMIT FEE $ 8 WATER RN4PACT FEE $ SEWER MPACT FEE $ WATER METER/TAP $ CAPITAL RvIPROVEMENT.$ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING( } $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER GRAND 'TOTAL DUE: CITY OF ATLANTIC BEACH cc: D BUILDING / ZONING DEPARTMENT .'Higgins s 800 Seminole Road Atlantic Beach,Florida 32233 Jfil>r (904)247-5800 (904)247-5845 Fax www.coaEus PLAN REVIEW COMMENTS Permit Application # 0 521-bi Property Address: ,moi r r i r nl -C Applicant: Project: l This permit application has been: ❑ Approved Reviewed and the following items need attention: Please re-submit your,application when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION Date• Job Address: Owner of Property: Address: 117-k 7, 1-]Z j a�e�CN.Kyscllle p Telephone:(lwA^a V��-f'(� Contractor' J tCC•' • State License Number: Contractor's Address: Telephone: Fax: C D Scope of Work: l Deck Slope: Greater than 2:12 X Less than 2:12 Valuation of work: OW-Q Product Name(Example: Timberline): Vf��`� , ��C Manufacturer(Example: GAF): ASTM Designation(s): Required Inspections: Sheathing and Final ��..(( ,�,, Signature of Owner: �C�. — Date: t-- 20 —LTU Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed before me cday ofV �� 20(�. State of Florida,County of Duval r, Notary's Signature: SLAINA '— 0 R, MY COMMISSION#DD357393 ❑ Personally known I ��:septerba 23,2008 d gssoc.Co. E]�a Produced identification 1 00-3-Nd"O't'FJtY F'Notary DstType of identification produced AS TO CONTRACTOR: u1 I ('�( �, Sworn to and subscribed before me this C1 day of t v ly C� ,20y'f- State of Florida,County of Duval \ Notary's Signature: ❑ Personally known �•�,,," F`^� AROMANO ❑ Produced identification Type of identification produced UY COMMISSION#DD357393 c ,,FUZES Wte''be 23,2009 V1.Notary Dis`Otmt Ass-Co- Page N(7tr,Rt 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us Page 1 Revised 2/21/03 FROM :Rpmano Service FAX N0. :9042461692 Apr. 06 2006 03:00PM P4 i Pcrtnitltiuulber_ Tax Folio munber i No-rrcE OF COMMENCEMENT STA' Or FLORIDA COQ ry or DITVAL THE U�DEKSIDED hereby gives notice that impiuve lent will be made to certain real pipperty, wd um alhecordauce with Chapter 713,Florida Statutes,the following information is pnivided m Ibis No(ice of Corrmmeuceinent. 1. U caption ofpry elf 2. ie�ei tl ❑prion of itllproverneaits: � j1C/1 t 3. Chvr6-information: j H. NRuic Pod Addiess: 1 b. httc-rest in pmpcity: IPL 322.'3 c. Name wd address of fee simple titleholder(udder than owner): 4. ' Mractor's nanme til address: [• t" a. I'bol e number•'-- rte?,., [�L_'./1�•f'�b.Fax nwnber: - �� S. Suret�infomtatlon: a. Nantle and address: _ -- b. Phntje uurnbcr. c.Fix number. d. Amount of bond: 6. Leader's name and address: a Fhour mniber: __.... b. Fax number: r_ — 7. I'erscjn within die State of Florida designed by owner upon whoin notices or othcr docunicuts ninytbe served as provided by 713.12(I)(a),Florida Statues. Nam unci Address: a. PLA)ue cumber:_ b. Fax number: S. In adkfition to himselfiberself,owner desiguates ofd_, _ _ to receive a copy of die Lienor's Notice as provided iu Sectibn 713 12(1)(b),Florida Statutes. 9, Expidlation date of Notice of Commencement (the expiration date is one (1) year frour the date�f Recording tuiless a different date is /� 5igu�tttue of Owner. X 1--var Sword to and uhsc ibe I before nie is day of Notary: C KnoL peisoually/11l shown ---•___My corrinussion expires: Doc it 200e119816,OR BK 13178 F'ege 1632, Number Pages:1 Filed&Recorded 0 f2006at 10:05 AM, JIM FULLER CLER CIRCUIT COURT DUVAL COUNTY tu1AROM151" !^� RECORDING$10. 'S• r �y..A l`Sto1JND23 0mSjo f � ass��.-.g te• E,�i� ii�lll��-�'w�ilfi�i i rt t6-.._ T-+V7lraaa It Mag Cho All R' _- ::bp`.._�i - o=.= isi�r-:.L.�- ..--•"s `= f . � �..�^_..r== ♦mss " •� __ .L .�: .. 1 lei+f kit b :/ Legg!_lees anon or property Demg imsProVew- r•�� - �j fi's f a A F a F O r si v _ - !ia42'Cs3 OI property @CtII$lIIfpILI ��._'�'•-___ __ __:`'' � -:s _ .moi r _ - - I ..� rt Add - - _ Yi..T:.lwi. l Ar fol f odi �" FEC uiriipia a uKrio1da iii u E3 wwu v:`ruci}. Name: Contraetor aC Address: ' en Telepha�e No.. Fax No: surety(if any) of Bond$ Address: Telephone No: Fax No: Name and address of any person making a loan for the eon,smwt'on of the improve Name Address: Phone No: Fax No, d de3i owner whom nod s or other docimnents may be Name of p=300 within the State of Florida, other than hinnsell; � by served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following pEc'son to receive a copy f the Liences otice as provided m Section 713.06(2)(b),Florida Statl ill in at Owner's option) NAddress'. Telephone No: Fax No:. went(the exp uatinn date is one(1)year fro the date of r g unless a different dale is Expiration date of Notice of Commence ne.nr"ifiaell: Doc#200828MS,2.OR BK 1469 Page"789, rLY OWNER Number?ages:1 =�r —�r Recorded 11/07/2008 at 02:00 PM• Doe: JIM FULLER CLERK CIRCUIT COURT DUVAL Be s�—day of in the County ofDuva Siwe COUNTY' RECORDING$10.00 Of has personaW appewed Notary public at barge,State of Flo da,Can'ty�Du - v^rwia�+c my Commission exPiresor Martha M. LeVerock Personally Known: _Commission*DD744323 Produced Ideatification UO �s Expires: JAN.18,2012 20NDED Tnq An umc B MI=CO,ar- 1 •d Xdd 13C83Sd-1 dH WdB1 sF 8002 LO ^ON CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 J v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001531 Date 11/12/08 Property Address . . . . . . 1721 SEMINOLE RD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------------------- Application desc 2 receptacles ------------------------------------------------- Owner Contractor - ------------------------ ----------------------- SCOTT, JAMES S . ALL CITY ELECTRICAL CONTRACT. 1721 SEMINOLE ROAD 13768 WEBB ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 714-0131 - ----------------------------------------------- Permit ELECTRICAL PERMIT Additional desc 2 RECEPTACLES Permit Fee 36 . 20 Plan Check Fee . 00 Issue Date . . . Valuation 0 Expiration Date . . 5/11/09 --------------------------------------------- Fee summary Charged Paid Credited ----Due--- ----- ---------- --------- Permit Fee Total 36 . 20 36 . 20 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 36 . 20 36 . 20 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITU OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 11/14/2008 10:21 9043790602 ALL CITY ELECTRIC PAGE 02 a CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATIONS'�} f, firyN;v / Date: a� O Property Address: S Telephone#: Owner. �• Telephone#: ! 3 Contractor: Fu#:ADu �b4 D� a7 9 Contractor Address: said worst in work as desa'[bed in the above stMsma+�+ we e b�bY Atlantic Beach accordance with the attached plow In conaidetation of P°imb giv® fix doing hereof and in accordance with thCity of W74spccig�ona which are a P ordinance sod standards of ce lisood '' Service: if other on this is Britdins: 8aildiu6 Type: ❑ Trailer or sit done on chis building 0 Temp. ❑ New Or site,lid the twulding D New gesidena ❑ Increase POMA numbw iQ Old ❑ Commercial d Signs 0 "air Ej Re-wire ❑ Addition Sq.FL Conductor Size: AMS= ALUM RACE Switeb or W VOLT WAY Breaker AMPS RACE Existing Service �y VOLT WAY PH size Feeders: NO. SIZE IVO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rec tacles CONCEALED OPEN Switches Incandescent Fluorescent 8t M.V. BELT. Fixed o.loo TRANSFER. A fiances CEILTNG KW-HEAT Air H.P.RATING H.P.RATING HEAT Condirionir+ COMP.MOTOR OTMR MOTORS AMPS Motors 0-I H•P- VOLTAGE PH NO. OVER I H.P. 'PHS v UNDE RVA NO. KVA Transformers NO_ No.Neon—Transf. Ea. Si Misccllaneous goo Seminole Road• Atlintle Beaeh. Rlod �tl�4 �h-dds Phone:(904)247-5800• Prix: (904)247-5845. kittp: 11/1;/2008 10:21 9043790602 ALL CITY ELECTRIC PAGE 01 ELECTRICAL CONTRACTING frac. 13788 Webb Road Jacksonville FL, 32218 Ph(904)714—0131 Fax (904)379-0602 Florida License# EC 13001621 FAX COVER SHEET Date: • 14 Tn'. !!LL Attention: 1T� From A e Notes: es including rover sheet Number of Pag CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 08-00001514 Date 11/07/08 Application Number 1721 SEMINOLE RD Property Address . . • • • Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . 4000 ------------------------- Application desc install door between duplex --------------------- --- --------------------------------- Contractor Owner ------ ----------------- SCOTT, JAMES S . LARSEN HOME IMPROVEMENTS IN 13180 SANDY DRIVE 1721 SEMINOLE ROAD FL 32233 JACKSONVILLE FL 32225 ATLANTIC BEACH (904) 465-2399 ---------------- Permit . . . . . . BUILDING PERMIT Additional desc . • Plan Check Fee 25 . 00 Permit Fee . . . . 50 . 00 4000 Valuation Issue Date • • . ' 5/06/09 Expiration Date ----------------- ----------- ------------------------Char ed Paid Credited Fee summary g ----Due--- --------- ---------- . 00 . 00 Permit Fee Total 50 . 00 50 . 00 Plan Check Total . 00 25 . 00 25 . 00 . 00 75 . 00 . 00 . 00 Grand Total 75 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER (To be assigned by the Building Department Building Department .) tf 800 Seminole Road Atlantic Beach, Florida 32233-5445 z Phone (904)247-5826 - Fax (904)247-5845 i r E-mail: building-dept@coab.us Date routed: �� d City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM WR nt review required Yes No Property Address: ! / p Y Zoning Q� S I1 a✓ ks Applicant: _ ,. . ies Project!:' � 1 ?� �1 ty es Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Denied. (Circle one. Comments: ` /V BUILDIN ��C 6Irr�� PLANNING & ZONINGfit 'J� ® Date: C Reviewed by-.—M— PUBLIC y:PUBLIC WORKS PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: _ CITY OF ATLANTIC BEACH 08- - /'� '�`;',i, 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DCOUNTY 2.VALUATION OF WORK: 3.SO.FT.UNDER ROOF RROOF 1.JOB ADDRESS: � ► i SerYiin le Rd , Uvc� 5.CLASS OF WORK: 6.USE OF STRUCTURE: 4.LEGAL DESCRIPTION: ' 71 + '' ❑NEW BUILDING ❑DEMOLITION El RESIDENTIAL i 090 V1- S', �jC- �L --6 C�-cve 0 4"Il t �1' ❑CONVERTING USE [I COMMERCIAL ❑A DITION B.FIRE SPRINKLER: LOT_BLOCK_SUB DIVISION ALTERATION ❑ACCESSORY BLDG. 7.DESCRIPTION OF WORK: ❑REPAIR ❑POOL/SPA ❑YES ❑N/A (A5�'GI.LI tM 1J,f�,t[ WAuce4� ICAC ❑MOVE ❑OTHER ❑NO 1 CONTRACTOR: ARCHITECT I ENGINEER: PROPERTY OWNER: OMPANY[� 9. ME J1AME: /nom ' NNAA� 15.COMPANY NAME: z3./II �DL� ✓` �t) 16.NAME:,•.E Lr1L(nA/ 24,LICENSE NAME: 4:/c L jD u (*1 o 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORID LICENSE NO.: 10.ADDRESS: �I 1, /� Q�- / C"(0 7 LI �� p, O ��` e- �j��LJ { V 26.ADDRESS: (J(,( �w 1 1 V C ` �Gh, 3 933 ,8.0.�R :X lost Tco�=onvltt erctel�,3 sU -Sa��-�nvl i-le, 3�a3S 27.OFFICE PHONE: 28.FAX NO.: 11.OFFICE PHONE:J� 12.FAX NO.: 1/9�.OFFICE PHO/NE: 20.FAX NO.: f {/ `t'I " ✓(d 1_i 1 � _�I�� 29.CELL PHONED c� `^ 13.CELL PHONE: 21.CELL�PHONE: -I(P' _ 9 30.EMAIL ADDRESS: p n 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: �^��C,6t n _ 11 C L!-l't y L�m 1 r' kbU1l, >�1ef �C> h.�cu-sen �J 1�✓l r BONDING COMPANY: MORTGAGE LENDER: EE IMPLE TITLE HOLDER: i (IF OTHER THAN OWNER) 35.NAME: 33.NAME: 31.NAME: 36,ADDRESS: 34.ADDRESS. 32,ADDRESS: ons as no work or installation has Application is hereby ote issuance of obtain permit and thatdo the work and all work will be performe d Ito meet theindicated. s andards of all laws regulating construction n this commenced prior jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. that all work OWNER'S AFFIDAVIT aionnand zoning. Ithe will notgolng ccupy oinformation use the referenced building d ng or any part he ofl be nuntil Compliancee in nspectio swith are all finaapplicable ed a Id laws regulating co prior to obtaining a certificate of occupancy or completion issued by the building official,as require**by*law. �r�t1r WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT A NOTICE OF IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR ROPERTY COMMENCEMENT MUST BE RECORDED AND POSTEDON THE JOB CONSULT E BE DOUR HE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIC�EoOFCOMM CEMENT. OWNER or AGENT ualifier (If Agent,Power of Attomey or Agency Letter Required) r` Date: Date: B Signed: Signed: day 1 - 200�in the county of Before this day of 2008 da,has personally appeared in the county of Before me s r Duval,State of Florida,has personally appeared Duval,State of Flori herin by himself/herself and affirms that all statements and declarations are henn by himself/In rself and affirms that all statements and declarations are true and accurate. _ true and accurate. /� /'-� ,County of Notary Public at Large,State of Count,�� ry Public at Large,State of ❑personally Known a a i ersonally Known Produced IdentificpU0 -- s ❑Produced Identification Notary Signature: to Signature: � ORIDA REVIEWED FOR CODE CO ` nT�°F v ivi. ver CITY OF ATLANTIC' BE 1 ^FV %'. JENNIFER K.YEE C mi on#D 744323 :�. Notary Public-State of Florida SEE PE ��I E dfIO ;E fres: JAN•18,2012 ''E My Commission Expires Dec 20,2008 ��$ r THF,' A ICBONDINGCO,INC. �"r'�°.` DD 380829 AND CONDIT4SD '�,EOF F Commission# REVIEWED BY: DATE: 5 o 8836 PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION -- ---- LOCATION INFORMATION __-__-- 0.3ti �i tri address ; 1`' 1 SEMINOLE ROAD y ?i7t-t , ATLANTIC REACH . FLOR T DA pprrrjzt T)tr,e*, WELT.. ---------- LE+_AL DESCRIPTION ------ - W ----- - i �� C W -)rk, NEtel Lc- BIock: .constr. TyT+, Wer< T? I'Iti 4, ,,,�,, , TII_,I TY Township , 1. •-,IT . cubdivzsi.on , ATLANTIC BET,, 4'st`ti1`laate�l rTaIUr,' . --- APPLICATION FEES -- - WN I~i.4'!,JJMATION PERMIT a1,� .C` -N ..�,„, ,,: ., WATER IMPACT FEE C!LE ROADlMPAl- F WES $� ,�? CH , FLOR I c .. a , 'k0 9 ,� CTAP ,.# . RADDN AS-H.R _ S , rJ j - RADON CAB 5% O + F °.�,TM ';I NFORMAT I .. I; T rLL w CP.P1TAL IMPRCVE. $t? .O'Y SEWER TAP x, CROSS CONNECTION »� ,O B E:A C H - Type' SEC H IMPACT FEE Sty . CONST . SURCHARGE »�' �:,r r ATL-BCT NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, HAULED AWAY D DEBRIS FROM THIS WORK HER CONTRACTOR OR MUSTOWNNOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP A 'FAILURE TO COMPLY WITH THE MECHANICS' LpING IMPROVEMENTN LAW CAN RESULT S THE PROPERTY OWNER PAYING TWICE FOR BUIL ISSUED ACCORDING TOAPPROVED PROV PROVISIONS OF WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE � �K�00000 $10.00 14 Date: 7/25/34 01 Rcpt: 00693:5 ATLANTIC BEACH BUILDING DEPARTMENT CASH By: R a,: $-10.no APPLICATION FUR WELL PERMIT CITY OF AILWrIC BEAM MR= (MIR C Com/ Day Phone Address c f'7 -7 � 1�/�( � 2� Zip APPLICANT, IF OVER THAN OWNER Nave: k. 161- �T% al-+C Day Phone `Cl Address: zip 3 Z3 JOB Address or Location: Legal Description: Is well to be used for drinking purposes? 4 t�) 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, uUst 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 conoly with regulations stated herein: ig:ature Date CITY OF JOffice of Building Official Q _EST FOR INSPECTION x Date a Time Permit No. Received A.M. PM. � District No. Job Address �C Owner's Locality— Name ocali yName Contractor BUILDING CONCRETE ELECTRICAL Framing Footing PLUMBING MECHANICAL Re Roofing El -Slab - Rough Wiring Rough Temp Pole '_ Air.Cond.& rye Lintel ❑ Final Top Out Heating Sewer Fire Place Mon. /� READY FOR INSPECTION Pre Fab Tues. J-F ��/ 111 Wed. Thurs. A.M.Friday___P M � Inspection Made �q.b/ Inspector -p� 1�1 • --- — Final Inspection❑ Certificate Of Occupancy Date CITY OF Office of Building Official X�9 REQUEST FOR INSPECTION Date �v Permit No. Time A.M. Received M. Di s ict No. Job Address Locality Owner's Name Contractor BUILDING C NCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing - Rough Wiring E Rough 9 Air.Cond.& Re Roofing Slab Temp Pole = Top Out ❑ Heating Lintel - Final - Sewer C Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. ed. T urs Friday P.M. Inspection Made A. Inspector Final Inspection❑ Certificate of Occupancy Date z CITY OF 1tt�ctcitic Peau - 9&u�d4 716 OCEAN BOULEVARD P.O.BOX 25 - - ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 April 14, 1966 Memorandum To: Building File - LOT 51, OCEANGROVE UNIT NO. 2 From: Rene' Angers, Community Development Director Subject : Administrative Variance Granted This is to advise that an administrative variance, as provided in Section 24-47. (6) of the Code, has been granted to Lamar Coleman for the above referenced property in order that he may save a 13" maple tree which is located in the northwest section of the lot. The variance will allow construction of a duplex within 13'6" of the side property line on a corner lot where 15' is required. It is noted that an 11 '6" yard will be provided on the opposite side where only 7'6" is required. Sincerely, Rene' Angers cc: City Manager Building Inspector Building File 101503 MAP SHOWING SURVEY OF T,OT .51 , OCEAN GROVE, UNTT NO. 2 , AS RECORDED TN PIAT ROOK 20 , PAG F, 20 , OF THE CURRENT PURTJ'C RECORDS OF DUVAT, COUNTY, FT,ORTDA. LOT /8 i X � iPE't'(�IiNS oF' L, %t K/ooa FE,v�.E V A 8 � v1 N N ,c GA �46� OU \ l . . M . T ° it Tf//s /S q Bou.vr�.GC� Sw�✓E1'• Ato 'ao1e-oZA/G .PE 3�XiCT� a N w TiY/s �.PbO�,P7y c,Cs ..c/ fz W E, /S 7f1(E . �ovv/.�.iq L Fcaav/.v�3 B y Fc oo n 3 75� -�._ ...- l3 7•S' it.tiQ`$ .PE✓/$'E� LIEC. /S, /�B 3 Ccwt tit uit/iT Y to 4( /EL 1W. 1ooT? ovA/P Z" leo'v / on/ sE�ic�D�E Ro•4D �iw�PitiCE.PG� SEM/,t/OL E BE•4 C/( ,Po Ani �✓/sEp /tit,<{,QCJ�Z�/ABB -Tt� ,S.�.•c/ Cc1.P.c�Ee� ��•�e T�G-�L. �d��>� _ �,esr�v i+�oTlry TA. _],4�t�tFS 1 �rPE7rl_'.5/E� SCOTT, /77;7 9 17-t �Q�h , p 1 I Lo c 19 I Lo-r ►8 S. o • - kk u I o I I 0 I ��loou pECYS -- I 0 4 I � LoT 50 - I 2- sro2Y DUP►-EY I N I 0' N _7 En1f2Y v N I Li 000 I I N ,. .I CbNCRt'1'E I (0� ' SHOE\Wl.1C 9662 DEPARTMENT DEPARTMENT OF BUILDING PERMIT NO. CITY OF ATLANTIC BEACH.FLORIDA PERMIT TO BUILD 4 T Date ry THIS PERMIT MUST BE POSTED ON JOB 1 c• CK Ap1730 �/�-1 ril 14 19 F, /u._ 1 �° ,00CAC 167 047.10 Fee$ 512.25 1 � 4/21/3 Valuation$ 1730�� 1 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. 0 2 2 This is to certify that r qI 847 !'his er Cove Trail 32221 I has permission to build Duplex I Zone RG-1 Classification New Residential I Owned by Block Un S/D OcpaT1 arnlr� it Lot_ S1 House No. 1 2 ��--� <.l According to approved plans which are part of this permitNOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN - AND BEFORE POURING. PERMITAFTER DATE OF HS OF ISSSUE Tt O Building material, rubbish and]aced is from this work must not be p in public space, and must be cleared up and hauled away by either con- tra for or owner.. dfidin Official. CONTRACTOR PERMIT DATE I FOR OFFICE USE ONLY NUMBER i PLUMBING I ELECTRICAL I SEWER WATER PLANS REVIEW CHECK LIST Address l�d� %7CJ1�7 ----- - a&O(Ownerr�----- ------------ Legal Descriptionj-� Contractor j,Qa _ License Number_cl/� 0- License License on File YES NO Section 24_101 * Zoning Regulations Zoning District__�61_� ` Proposed Use --7- Required Lot Size_�QAUAD2'__ Actual Lot Sizef2�/�/ Setbacks Required Provided Section 24-17 front _ C � O�J_ ✓ ORNER LOT INTERIOR LOT rear --��-- ---�-L- ry / Mm',Y1 Flood Zone side-1 _-L -- 1�Qf�4�e h --- Required Elevation �1L1�- side-2 ___ ✓ __11i __ Max. Height Allowed-___a!�___ Proposed Height___ Section 24-82 * Minimum Lot Coverage --- - -- - -- - --- - -- Required Heated Area _1d�� Proposed Area_ �p�g Section 24_161 * Offstreet Parking Number Spaces Required-__'___ Spaces Provided Section 24-82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities ----- City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by llkll K? r� � Date �- ------------------------ -- 0------4- -- Building Permit #_ �ih�Q�`___ ISSUED DENIED @ $ per sq ft = $ G @ $ Per sq ft = $ 66 0 . * o� / @ $ per sq ft = $ @ $ per sq ft = $ 236 . 5U+ @ $ q,a0 per sq ft = $ /� 7.26 85 - 00+ TOTAL VALUATION: $ /D 321 . 500 160 . 75+ 30 • 00+ lst $ ©D,OmdQd 512 . 250 170 - 00+ / • per thousand or portion thereof 2 , 070 - 00+ .__-----_- _----------� Total Building Fee $ 1 ., 040 - 00+ t/or FEES REQUIRED + 2 Filing Fee $ 3 , 792 - 250 off, Fireplaces @ 15.00 $ b.Ob 3s792 - 25* BUILDING'PERMIT FEE $ / 6? 0 • * j ------------------------------------------------- BUILDING PERMIT $ WATER METER CHARGE $ �S B YC11 Sc nmuing Pool SEWER IMPACT FEE $ C) Sign WATER IMPACT FEE $ 7M 6 Water Connection MISCELLANEOUS $ Sewer Connection ✓ $ Water Meter ✓ $ Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES i City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. LBATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET VALVE -----WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD ( 3) FLOOR DRAIN ( 1 ) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY ( 1 ) COMBINATION SINK AND TRAY ( 3) _C�K_WASHING MACHINE (3) _____POT, SCULLERY SINK (4) DISHWASHER ( 2) WASH SINK EACH SET OF FAUCETS (2) _____KITCHEN SINK (2) DENTAL LAVATORY ( 1 ) KITCHEN SINK WITH WASTE GRINDER (3) DENTAL UNIT OR CUSPIDOR ( 1 ) BIDGET (3) -----URINAL STALL, WASHOUT ( 4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _____URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) DRINKING FOUNTAIN ( 1/2) ----- LAVATORY, BARBER/BEAUTY SHOP (2) ----- „ (' � � LAVATORY, SURGEONS (2) r SURGEONS SINK (3) fin// V �/ _____ICE MAKER ( 1/2) 'tTv _____WET BAR (2) CJ` TOTAL FIXTURE UNITS_�___ @ $20. 00 EACH $__ __�_ LQ-- JOB INFORMATION_ CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Owner_Lgr &_ CVL m ____Address-_____-f�Li� ) f'_L&zip......phone_______ Architect-- Address --_-___zip-_-___phone_______ ---------------- ------------- Contractor lYk�4 AS&— ebmsT r�Address __ !}1 _______zip32 j!1_phone_7i 4644-80 Contractor's License number.................expiration_________-__ Lot Block or Section---------Subdivision_DC �5-Ly Al?c___-_Zoning_-(rl___ Street�l+nb/Ca� Ra between _________________side ____ - - -------- --------------and ------- Type Construction l"y, _j1___No. Units_____-_-__No. Fireplaces_________ Purpose of Building__aF ---------------------- Valuation S �d�dC�Cyi d0 Utility Method - Water_x�___-___ Sewer_ CiZa__-_-_ Dimensions - Building c.rr-_;"�''''Aa:e'----Lot-------------Size Footings----------- Sz. Piers __Sz. Sills_------------Greatest Span Sills -------------- Sz. Ceiling Joists-__-_____Distance on Centers---------Greatest Span....... pan_______ Sz. Floor Joists ---------Distance on Centers--------- Greatest Span_______ Sz. Rafters _________Distance on Centers---------Greatest Span-______ Method of Heating-----------Solid or Filled Ground-----------Roof-____-____ Flood Zone-------If located within a FLOOD HAZARD ZONE complete page 3 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 Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City specifications. Signature Owner _______Date -_- --------------------- -------------- Signature Contractor3xjL,Q __Date_" 14_x_________ page 2 APR 14 198 Building and Zoning FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : -------------------------------------------- Flood Zone• Required Lowest Floor Elevation: If building is located within a flood hazard zone (Zone A ), a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement : I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances effecting the proposed development. Date--------------Applicant 's Signature -------------------------- ---------------------------------------------------- Department Use Required Lowest Floor Elevation ----------------- As Built Lowest Floor Elevation ----------------- Survey Filed with Building Department ----------------------------------- Building Department Representative page 3 METRO GRAPHICS-JACKSONVILLE,FL. 27937 - - CITY OF ATLANTIC BEACH No. 0919 FLORIDA April 14 1988 NAME Dykes-!$ Assoc.Const. Inc. ADDRESS 847 Whisper Cove Trail 770.00 TL 2 770.flOCKTO CITY Jacksonville 32221 In 4/21 /09 171.9 - 1A 4/21 /80 Water Impact Fee #40-343-3700 p A I. D $2,070.00 Sewer Impact Fee 441-343-5200 ---- APR 211988 -A 12 . $2,770.00 Lot 51 Unit II Oceangrove 1721-1723 Seminole Road CITY OF ATLANTIC FLORIDA TLANTIC BEACH, 32233 p A I TELEPHONE: 249.2395 APR 211986' UTILITY BILL TOTAL WATER WATER SEWER GARBAGE OTHER DUE DATE METERS 0S&C7 ies an Official Receipt Yed Payment TREASURER RETAIN THIS STUB SERVICE DISCONTINUED IF NOT PAID WITHIN PAYABLE IN ADVANCE ,O DAYS OF DATE SHOWN NO REFUNDS APPLICATION FOR WATER METER DATE:— /9 CONTRACTOR:_ _ tLP�tc�----------------------- BILLING ADDRESS:__-- a _w'/ c��`---- =- —� � — ----U-------- - -3 --------------- SERVICE ADDRESS:_ / 73 -___________________ LOT: BLOCK:____ UNIT: _ ____SUBDIVISION:Q ACCOUNT NUMBER: METER SIZE: y '' -------------- I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. CON ACTOR f ------ -- -------------- --- ----- CITY OF AT ANTIC BEACH CITY OF rl Office of Building Official REQUEST FOR INSPECTION C9 Permit No. A MM. District No. Date P. . Time 7[ Received � �, � Locality Ll a2 Job Address Contractor MECHANICAL. / Owner's ELECTRICAL PLUMBING �T Air.Cond.& E Name ELECT Rough Heating BUIL / CONCRETE ❑ Rough Wiring TOP Out Fire Place Footing DING C � TemP pole Sewer pre Fab Framing _ Slab Final A.M. Re Roofing — Lintel INSPECTION pM' READY FOR Friday��— Thurs.A Wed. A.M P.M. Mon. Final Inspection� Inspection Made ----- -- Certificate of Occupancy Inspector Date R ol ADDRESS-�/7- /'1-76, ��/► r ,� ,� I -,-,------------------- CONTRACTOR----- _ _�"-`��"�_`��!JSeS�^_�C OWNER_ -------------------------- BUILDING_ 7 �P w _ MECHANICAL_-______ PLUMBING_ �c�J T ELECTRICAL_ (QOg _ TEMP POL'E__�,��3_ MISC----------- ELECTRICIAN DATE FAILED DATE PASSED TEMP POLE JEA_ '� ___-__----- --L-�7—-- FOOTING - -------- ROUGH ------ROUGH PLUMBING - -� -y - SLAB ----------- FRAMING --- 12-c,_ -�� --- MECHANICAL/FIREPLACE L2 --- TOP OUT PLUMBING ROUGH ELECTRICq_aI_�� FINAL ELECTRIC FINAL BUILDING - ELEVATION SUBMITTED ----------- ----------- ��a CERTIFICATE OF OCCUPANCY ----------- _L_-- DATE ORDERED -__-__-_-_- DATE ISSUED ----------- CITY OF Office of Building Official REQUEST FOR INSPECTION Permit No Date Time . �� District No. Received Locality Job dress Owner's contractor Name MECHANICAL CONCRETE ELECTRICAL PLUM NG BUILDING ❑ Rough ❑ Air.Cond.& ❑ Framing ❑ Footing 11 Rough Wiring Elg Heating Temp Pole ❑ Top Out ❑ Re Roofing ❑ Slab �� Sewer ❑ Fire Place Lintel ❑ Final Pre Fab READY FOR INSPECTION Wed. Thurs. Tues. P� Mon. A.M. Friday P.M. Inspection Made � Final Inspection (� Inspector Certificate of Occup nay Date CITY OF 1"atic T"d-9 Office of Building Official &D33, REQUEST FOR INSPECTION Date /oXI Permit No. Time Received PM' 0S M District No. Job Address Locality Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air.Cond.& ❑ Re Roofing _ Slab ❑ Temp Pole Top Out C Heating Lintel ❑ Final '" Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A M Mon. Tues. ed. Thurs. Friday A.M. Inspection Made / P.M. Inspec�pr y Final Inspection❑ r1 G� PL G ( Certificate of Occupancy Date Vf- S� of 2 � - tq -88 �� Pt �X o'r c 4T s- c.l, � 2 � �1Z S��t/Lw�►o� ' �R Co•� Pl tGS W , TIN �lNQ - _ c ns IZ o o� (�tc 11 r N d� .,,►��c,�.s edgy ��( Lo�-� CoQ � Q�cX i►�Q..�G� S VA�� 7crtec.-Vw ►�rZ F �2�c��R� i7 Cha 9-A c 4 :P l oo2 Mqk, . 1 ? �� s N� �CA��cd � �u'CGiL:cT� ASD @,xTi6t2.10tZ, Ce . S:2 r►Cc�z fZ 61- E --CIA �A`► D Sem Se,�►i o a a�� o N s��'3 . 5004 Mpro E . �� CZG �c.,l..�,� : •N M�► sT Cduiia�..G - A-'L �� ii t fC1• 'r�CL�t Ser��.au.�'Oa QYtc�sr Se-�Ea'�t, C�.,:tiNQ.y S _ '�" I t7 • 1 N >Ta.�� '8 •' ��RoC{L ON �01G7�e9►�,Tr.� ��C••S w �JLt'. 7.y p a CA•N�s.{L. r.0 �..�c a� % ` S 4.ca�-R.�..�C i I - C _ �1 I DEPARTMENT OF BUILDING PERMIT NO.—9611- CITY OF ATLANTIC BEACH.FLORIDA PERMIT TO BUILD 50*00 T THIS PERMIT MUST BE POSTED ON JOB 5n•n0CKT 9727 119 3/23/1'- Date March 23 _19 1- 9E 1 1 10nCA 9727 in 3/23/3 Valuation$ Fee$ 5 ).00C. This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that Kenneth IdPPS has permission to l--- - flFAdi r Tc+rr cYtnr!•rR FArutTTY HnMF Classification Res i r emt i 31 Zone Owned by ColemanlScott Lot— SL Block Unit Il S/D nc a anJrnv . House No. 73 Seventeen1h Street According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS Z AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -n AFTER DATE OF ISSUE 4D O 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- ttrac r owner, uilding Official. I FOR OFFICE PERMIT DATE CONTRACTOR i USE ONLY NUMBER PLUMBING I ELECTRICAL SEWER I WATER CITY OF MANTIC BEACH 1 , APPLICATION TO MAKE ADDITIONS OR ALTERATIONS Owner Address /089 C'CffyZ-- (�-7VC Phone/�� Arch.Ltect Address Phone Contractor/('F, A.)C N mess Phone Contractors License/Certification Nuihers * • Expiration Date Property Address Lot # _Block or Unit # 02� Subdivision Qc��nCa UV Valuation of Construction L---.Type of Construction Describe Work to be Performed 6 Ein Z,� Materials to be Used Present Use of Building Proposed Use of Building Flood Zone Dimensions of New Area: MATED GARAGE OR STORAGE CARPORT OR PORCH DECK PATIO YES NO NLMBER Will there be an increase in nunber •of units? Will there be a decrease in number of units? Any additional plumbing fixtures? Any new fireplaces? SLULLT M C MPLME SETS OF PLANS INCLUDING SITE PIAN Signature OWIiLR2te_�,JJ Date Signature CONLRACIUR Date CITY OF ,( ,&.."tfrc Bead-0,;t a Office of Building Official REQUEST FOR INSPECTION Date Permit No. ` Time A.M. D 7 ' trict No. Received Z PM. Job Adds _ 3 `� LoAcal�it X, Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Tem Pole El Out Heating Re Roofing C Slab — P Lintel - Final ❑ Sewer Fire Place El Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. 7— PM.2 A.AA: Inspection Made PM. Final Inspection Inspector Certificate of Occupancy Date CITY OF :s4� Ve".41— V Office of Building Official REQUEST FOR INSPECTION (/Q Date Permit No. Time A.M. Received P.M. District No. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAV PLUMBING MECHANICAL Framing C Footing - Rough Wiring Rough Air.Cond.& ❑ Re Roofing Slab Temp Pole F] Top Out Heating Lintel _ Final C Sewer _ Fire Place ❑ VY INSPECTION Pre Fab A.M. Mon. Tues. We Thurs. Friday PM. A.M. Inspection Made P.M. Inspector Final Inspection C Certificate of Occupancy Date j CITY OF ,4 r Bead- Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Receiv�P.M. District No. Owner's Job Address Ad, Locality ("/ Name Contractor BUILDING CONCRETE ELECTRICAL PLUMING MECHANICAL Framing ❑ Footing Rough Wiring Rough 7 Air.Cond.& Re Roofing ❑ Slab -, Temp Pole Top Out - Heating Lintel ❑ Final ❑ Sewer Fire Place ❑ __REAQY F INSPECTION Pre Fab C � A.M. Mon. Tues. \ d_� Thurs. Friday PM A.M. Inspection Made PM. Inspector Final Inspection u Certificate of Occupancy Date -- CITY OF / ctic b'e4d-*X wn a Office of Building Official REQUEST FOR INSPECTION / Date 5 / �� Permit No. Time A.M. Received P.M. District No. Job Address Locality } Owner's Contractor D�\I Ke 7PN - Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C ❑/ Rough Wiring ElRough G Air.Cond.& El Re Roofing ❑ Slab Temp Pole G Top Out ❑ Heating Lintel ❑ Final ❑ Sewer C Fire Place ❑ Pre Fab READY FOR INSPECTION V/, , / A.M: Mon. Tues. Wed. Thurs. Friday Inspection Made PM. Inspector Final Inspection El Inspector 0 I `�� (�7� —Ll T O� Certificate of Occupancy Date 2 793 7 METRO GRAPHICS-JACKSONVILLE,FL CITY OF ATLANTIC BEACH No. 1189 FLORIDA 4/20 i4 88 NAME LAMAR COLEMAN ADDRESS CITY HYDRAULIC SHARE FOR WATER AND SEWER CONSTRUCTION A I D $3,412.90 3412.9n T1 3 412.90CKT' MAY 0 3 198,,3 35 14 IA 5/03/0 X44Zj6§x6666 1 09 .011CAC1 35 '4 I A 5/n3/0 1000' 40-229-00 Mabry 525.90 Warnock 2887.00 When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER 27937 METRO GRAPHICS-JACKSONVILLE,FL CITY OF ATLANTIC BEACH No. 1199 FLORIDA slay 3 19 88 NAME Lamar Coleman ADDRESS CITY Water Tap Fee #40-343-3700 P a j D, 4g � 3 TL Sewer Tap Fee #41-343-5200 CKTD 3515 IA 5/03/80 MAY o 3 �y� ; I 99 $623.13 011Cn,CG 35 15 IA 5/ 03/80 Lot 51 Unit II Oceangrove imoi 1721-1723 Seminole Road When Signed, Dated and Numbered, This Becomes an Official Receipt Received Payment MAKE CHECKS PAYABLE TO CITY OF ATLANTIC BEACH, FLORIDA TREASURER APPLICATION FOR WATER METER DATE: CONTRACTOR: J �4� - ------------------ BILLING ADDRESS: Y 7--- - ---- ---------------- --------------------- SERVICE - --------------------SERVICE ADDRESS:___�7a1 ________________ LOT:_ L--_BLOCK: UNIT:_ SUBDIVISION: __ ACCOUNT NUMBER:_ 050ISS ----------- METER SIZE: --R-------- I - 0& # 7a I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. ------------------------------------ CONTRACTOR ------- -------- ----- --- --------- CITY OF ATLATIC BEAC CITY OF 716 OCEAN BOULEVARD P.O.BOX 25 -- ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 DATE: �'--- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : ------ ------------------------ ------------------------------------------------- ------------------------------------------------- ------ ------------------------------------------------- - ----------------------------------------------- SINCERELY, ----------------------------------------------------------------------------------------------- SINCERELY, BUILDING INSPECTION DIVISION cc:FILE CITY OF 716 OCEAN BOULEVARD P.O.BOX 25 �- ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 DATE• _ 1_L�i' /_ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL. INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : (co-ff3 _L q-"? - -- - --- --- -®- =----------- ------ ' ------------------------------------------------- ------ ' ------------------------------------------------- ------ ' - ----------------------------------------------- ----------------------------- ----------------------- SINCERELY, ------------------------------ ----------------------------------------------------- SINCERELY, BUILDING 141SPECTION DIVISION cc:FILE j DEPARTMENT OF BUILDING 9 L 64 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. I PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date Anri 1 14 19 99 100,00 TI nnennCKT I Valuation$ Fee$ 108.00 3C05 11. 5/04I13. 9654 .013CGC This permit not valid until above fee has been paid to City Treasurer,and is 3905 in 504 subject to revocation for violation of applicable provisions of law. !f n This is to certify that McKendrye's Plumbing RF0038272 i has permission tdKX05lfl i n c_ t_n l i p 1 t nnhiin a Classification New Residential Zone RG-1 Owned by Lamar ('b1 eman j Lot 51 Block Unit II S/D_ OceanQrove House No. 1721-1723 Seminole Road According to approved plans which are part of this permit i NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS A AFTER DATE OF ISSUE —� o Building material, rubbish and debris -q from this work must not be placed in public space, and must be cleared = up and hauled away by either con- tract ,Or wner.. j Building Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CON A OR PLUMBING ELECTRICAL SEWER WATER ft ,� - G� l CITY OF ATLANTIC BEACH APPLTCATTON FOR PLUMBING PERMTT JOB LOCATION /71?11/723 PLUMBING CONTRACTOR /qc/feA14,re S LICENSE NUMBERS X�oo F272 ' IeM 002--134-3 OWNER l';KW James scoTl BUILDING CONTRACTOR TYPE OF BUILDING ,Z SINKS Z SHOWERS LAVATORY _WATER HEATERS Q BATH TUBS DISHWASHERS D URINALS 0 DISPOSALS (o CLOSETS WASHING MACHINE D FLOOR DRAINS _ OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . DEPARTMENT OF BUILDING 9 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.., 615 PERMIT TO BUILD .noctnc� THIS PERMIT MUST BE POSTED ON JOB l A I/25/9. Date_ iarc h 2S 19 AS Qit11 7 Valuation$ Fee$ no fee This permit not valid until above fee has been paid to City Treasurer,and is subject to revoation for violation of applicable provisions of law. I I This is to certify that Scc-tt/Coleman — has permission to }�t�i}�i remove 1ST trees for construction of npw hnmP —Leaving 20 trees Classification Residential Zone 1 Owned by Lot S1 Block TT S/D Oceangrove House No. 73 Seventeenth Street jAccording to approved plans which are part of this permit I NOTICE—ALL CONCRETE FORMS = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -n AFTER DATE OF ISSUE --� --Pb. 0 Building material, rubbish and debris zi from this work must not be placed in public space, and must be cleared up and hauled away by either con- str to>[ or owner Bonding Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER I i CITY OF 716 OCEAN BOULEVARD P.0.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 APPLICATION FOR TREE REMOVAL PERMIT DATE Applicant NAME S Com ��-�'Y/�/2 C�-/�<'y1f37✓ ADDRESS �� •]` Owner NAME_ �y'YI ADDRESS Location of tree if different from owner' s address : -/c� / ? Z:" L77— Reason for Removal : Rear Lot Line Ap•pROV O indicate •� CITY OF ATLANTIC BEACH a a BUILDING OFFICE possition of tree on 0I.j 0 1 o t a ' RPE D C'ITY O.F"ATLA M-BEEACH 'b BUILDING OFFICE MAR Front Lot Line By I Building Official J01503 MAP SHOWING SURVEY OF T,OT 51 , OCRAN GROVE, UNTT NO. 2 , AS RECORDED TN PTA`(' ROOK 2.0, PAGE 20 , OF THE CURRENT P[JRT,TC RECORDS OF D[JVAT. COUNTY, FT,ORTDA. .Z aT X � SE Nz— Y! N X' vz o o. m k� N `^ r:.7 e � x,-tris /s q Bou.vat.C✓ swP�✓• i,ZwtT(ah/visEi$ LoL^rqP36'EL')OVnL �/rFPFEt8�oo3 EL 1W. (o o 7 D oa7Ccwtttui/ T f -ff ,l/Kon/ RoAn ��wP�LtE.PG� SES/�oL E BF tCtr/ .Po.4n� �Cov c/7-Y ICo,qA -?VC'OB (/00 •�P�YV� (� L Q ,�✓/sEv �tt.4RC�(2�/1.51g8 -771 S�(�/ caE;�Ec r �.P�C r � �&9 LoCgr/o,V o� C'o�c/C. L�Pi✓E. I CITY OF �y ,&,, c Feat`- Office of Building Official QUEST FOR INSPECTION C/ Per.. No. Date — .� ___---- "-' Time A.M. District No. Received P.M. Job Address kali Owner's Contractor Name CONCRETE ELECTRICAL PLUMBING MECHANICAL BUILDING Air.Cond.& ❑ Framing ❑ Footing Rough Wiring El Top ❑ Heating Re Roofing J Slab F-- Temp Pole 1:1Top Out ❑ Lintel r! Final - Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A. P . Inspection Made Final Inspection Inspector Certificate of Occup (� to CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Z -2- 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. C/ r 17669— I/ 7669--► J. C4 rfcr =Lr c- ie t�- ELECTRICAL IRM: MASTER ELECTRICIAN S-IGNATUR§� JOURNEYMAN NA ADD AM ADD ff ! RFD BOX BLDG.SIZE BETWEEN: RES.( 1 APT. ( ) comm. ( 1 PUBLIC ( 1 INDUS. 1 1 NEW ( ! OLD ( 1 REW. l 1 ADDITION ( 1 TRAILER ( ) TEMP. Fr1 SIGNS 1 1 SO. FT. SERVICE: NEW(-1':-INCREASE ( 1 ,vREPAIR ( 1 FEE CONDUCTOR SIZE AMPS CJ COPPER ( 1 ALUM. r. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.700 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. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT �7 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 AC RDANC WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. JAA, ";:-- 966' L �4=' JOURNEYM ELECTRIC L FIRM: MASTER ELECTRICIAN SIGNATURE NAM,EADDRESS: / ��RID_BOX BLDG.SIZE BETWEEN: RES.411"�APT. ( 1 COMM. 1 1 PUBLIC ( 1 INDUS. ( 1 NEW ( ! OLD ( 1 REW. l 1 ADDITION (( ) TRAILER ( 1 TEMP. SIGNS ( 1 SQ. FT. FEE SERVICE: NEW INCREASE ( 1 REPAIR ( 1 CONDUCTOR SIZE AMPS?G COPPER ( 1 ALUM. �- SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE - AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT - FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER BELL TRANSF. APPLIANCES AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW HEAT 0-1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT /a 2- 19 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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 ACCORDNCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRIC L FIRM: LK MASTER ELECTRICIAN SIGNATURE JOURNEYMAN ��Z NAMEP3 ADDRESS: RFD BOX BLDG.SIZE BETWEEN: RES.d---- APT. ( 1 COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( ! OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS ( 1 SQ. FT. SERVICE: NEW( 1 INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS G1� COPPER 1 1 ALUM.,(--) SWITCH OR BREAKER AMPS PH W nVOLT 6Gt' '`k7 RACEWAY EXIST.SERV.SIZEAMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT _ - - FLUORESCENT&M.V. ._ FIXED =ATINGH.P. APPLIANCES BELL TRANSF. AIR RATING CONDITIONING ER MOTORS AMPS CELL HEAT: KW HEAT 0-1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS CITY OF Vead-574cda Office of Building Official REQUEST FOR INSPECTION (�-qo Permit No. Time A.M. strict No. Received ///n�/ i4, Job Address cality � �,..,/� Owner's ContractorAL + ffj-/-o Name BUILDING ZONCRIET:E:7,/ ELECTRICALUMBING MECHANICAL Rough Wiring ElRough Air.Cond.& Framing ❑ To Out Heating Re Roofing C Slab - Temp Pole ❑ Sewer Fire Place Lintel - Final ❑ Pre b READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. riday Inspection Made Inspector Final Inspection G Certificate of Occupancy Date a UTILITY SERVICE AGREEMENT (}Vater and Sewer) THIS AGREEMENT entered into this 14th day of April , 198 8 , between the City of Atlantic Beach a Municipal corporation, hereinafter called "City", and Dykes $ Assoc.Const.Inc. a , corporation, its successors and assigns, hereinafter called "Developer". W I T N E S S E T 11 WHEREAS, Developer owns land in Duval County, Florida, more particularly described as Lot 51 Unit II Oceangrove refer to acreage, plat engineering 1721-1723 Seminole Road drawings, or legal description as Ex1UJ A and WHEREAS, Developer plans to develop said land by constructing ' 1 buildings,' 2 residences and/or other improvements thereon consisting of Duplex . . . . . . . . . . . . and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; and to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary for City -to enlarge and expand its offsite water and sewer. plants and facilities and it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to .the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and . valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is -agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City . this exclusive right-to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any governmental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with the terms of this agreement. S. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change _ from time to time. City shall have the right to determine reasonable meter size and location. 6. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer • to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and egress to eacli of the building sites on Developer's property which are served' by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non-domestic" drains including without limitation swimming pools, air conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to hold harmless and indemnify City for all costs and damages resulting from flooding due to .back flow preventor valve failure. 8. The construction and design of all facilities to be Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order , is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise •specified by City or its engineer. D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. E. A representative of City or its engineers will be the .inspector of the project along with the Developer's engineer, but City absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City,. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. , B. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines oil the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including the water meter, all sewer males, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such . conveyance to take effect without further action upon the completion and acceptance by City 11. Developer shall pay the City upon, execution of this Agreement the sum of 10¢ per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of lo) per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review. fee for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to . provide water and sewer service . to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $20,00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at. the rate of onethousand thirty ,five dollars ($ 1,035.00 per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of ($ J . i a j D. A meter installation fee to cover meter cost and meter ins \ tallation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $85.00 per 3/4" x 5/8" meter E. If available, construction .water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property.. is provided by the use of a mein extension and other improvements constructed by a prior developer and \ that Developer is obligated to refund a said prior developerA Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' main extension or other improvements to City. Said pro. rata share shall be based ori Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ payable upon execution' of this Agreement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and .in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever .feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of ; and B. Water plant capacity charge upon the execution of this Agreement, a total of $700. 00 and C. Sewer plant capacity charge upon the execution of this Agreement, a total of '. $1;035.00 per unit=$2';070.00 and D. Meter installation fee according to the City's service availability policy at time of installation which currently is $85.00 per 3/411 meter - upon application for hook-up of individual lots, apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. hydraulic share payment, in accordance with paragraph llp-1 of this Agreement upon execution of this Agreement, in a total amount of'$ . . and G. Service availability charges and other additional aids in construction in accordance with paragraph llG of this Agreement in a total amount of payable . . . . . . . . . . . . . . . . . . . . . . . 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems. for subject project will be subject to negotiations between City and Developer. If buildings of more than two stories are a part of the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plait costs above ninety percent (900) treatment, and of the cost of any additional required outfall pipes to may be required by City. subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by the City. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the requested dwellings or structures on the said property at no additional connection fee (i.e. , in addition to those provided for above in this Agreement) , but subject to the continuing operating rules and regulations of the City including, without limitation, the periodic payment of the water usage and sewer usage charges in effect on tl►e date of such application or thereafter reflected in the City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer under the terms of this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall. not inure to the benefit of the successors or assigns of the Developer. 19. It shall be .'tile responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with residential or commercial construction. ' 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer .of such property upon which the damage occurs shall be responsible for the payment to the City of such damage to City's property including all necessary and reasonable repairs which must be. made by the City or independent contractors engaged by the City to effect such repairs. If the owner or dPvP1n►,Pr prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim oil lien describing the real property and the amount owed may be filed within ninety (90) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, tl►e City shall be entitled to bring art action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the utility and other public facilities improvements by the City tl►e following requirements must be met at Developer's expense: A. If the property is platted, one copy of tl►e recorded plat shall be furnished to the City. B. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer witl► the cost being borne by the Developer. Two n►ylar and three printed copies of said drawing shall be furnished to City. C. 1111 lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built" drawings, verify the marked water and/or sewer services as to location and depth. Ili addition, for purposes of locating and protecting installed service lilies and valves Developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post in the manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings. D, All water and sewer services and valves shall be mnrkn(i Y irrevocable letter of credit, the terms of which will indemnify and save harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. F. A Bill of Sale for facilities from the Developer to City. , G. Conveyance of easements as required under this Agreement. If. A deed for .any and all land on which lift stations or water stations or other improvements if required by City. I. The title evidence, mortgage releases and mortgage subordinations as required in this Agreement. . J. For onsite and offsite construction provide City a►► ' accounting of the actual costs (schedule of values) and releases of llens from utility contractors in such detail as the City requires. K. City shall have tl►e right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with tl►e approved engineering plans and specifications. Said tests may be performed at -least three (3) times: the first test upon completion of the system; the second test upon I completion of all building, roads, paving, drainage, and all construction witl►in the right-of-way casement area of adjacent areas. A third test sl►all be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from the appropriate regulatory agency for the water and/or sewer system. are required prior to final 22. All notices that may or must be given under this Agreement shall •be in writing and shall be valid if mailed by United States registered or certified mail, postage and charges prepaid from addressed as follows: To Developer.: To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box•25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and delivered in the presence of: veloper Witness ty Atlantic Bea i Witness FLORIDA ENEN%�:• .xFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-86 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9.An alternative to this method for single-family detached dwellings,and multifamily attached dwellings of three stories or less,is provided in Section 10.Multifamily attached dwellings greater than three stories must comply under Section 9 or 5.Additions to existing residential buildings must comply under Section 9 or 10.Additional information may be obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32301-8244. PROJECT NAME -77 O H5', PERMITTING OFFICE: AND ADDRESS: LoT 5 GORQUE UM-1 CIRCLE CLIMATE ZONE: 1 2 3 BUILDER: t= SSS Cbl 7 _'T/QC PERMIT NO.: OWNER: JURISDICTION NO.: DETACHED GLASS A EA AND TYPE CHECK IF WORST IF MULTIFAMILY, NEW ❑ ADD. CASE CALCULATION. ❑ NUMBER OF UNITS: CLEAR TINT,FILM,SOLAR SCREEN CONDITIONED CEILING INSULATION SGL SGL ATTACHED FLOOR AREA UNDER ATTIC SGL.ASSEMBLY NEW ADD. 3 G R .❑ -R - m.❑ �D Z- DBL ❑� DBL NET WALL AREA AND INSULATION CBS R= FRAME R=- STEEL STUD R= L� F= m.[1L 'd 4 DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM IN UNCOND. $PACE • Ila CENTRAL El NONE ❑ ELECTRIC STRIP ❑ HEAT PUMP ❑ ELECTRIC ❑ SOLAR R mm.❑ ❑-ROOM El NATURAL GAS ❑ ROOM/PTHP El NATURAL GAS El HEAT RECOVERY W IN COND. ❑ PTAC ❑ OTHER FUELS ❑ NONE ❑ OTHER FUELS ❑ DED. HEAT PUMP SPACE EF = .� LSF/EF ❑•� R SEER/EER = m.❑ COP/AFUE ma NUMBER OF BEDROOMS = ❑ INFILTRATION / _ X 100 Y = • PRACTICE USED (p 2" � � ❑ #1 ❑ #2 El #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordarice with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered by this calculation are in compliance with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy Code. ""' building willbe inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT: ,e BUILDING OFFICIAL: DATE: '"lo` DATE: 9p I PRESCRIPTIVE MEASURES Must be met or exceeded b all residences.)REQUIREMENTS CHECK COMPONENTS SECTION �s WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER SQ. FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, ADJACENT DOOR5 DOORWOOD PANEL INSULATED OR GLASS DOORS ONLY. EXT.JOINTS& 904.1 TO BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904.2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF GAS MUST BE PROVIDED, AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. EHOT MING POOLS 904.3 SPAS & HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST AS HAVE A PUMP TIMER. GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. WATER 904.4INSULATION IS D TO REQUIIRED ONLY FOR F00T IOCATING SYSTEMS. IN SUCH CASES, PIPING HEAT LOSS SHALLS r SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS& LOCAL MECHANICAL CODES. DUCTS IN CONSTRUCTION 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS MUST BE SEALED HVAC CONTROLS 904.7 SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. CEILING IN-,I H 904.9 MINIMUM R-19. -1- SUMMER CALCULATIONS CLIMATE ZONES , i 3 BASE SINGLE OR DOUBLE SOF AS BUILT GLASS x BASE = SUMMER OR GLASS x SPM SPM x - GLASS OR AREA SPM AREA INT LEAK TINT" CLEAR TINT" l9B) SUM.PTS.k N 5' 38.3 ' N S 40.7 41.5 38.3 34.9 NE 57.7 NE 61.5 61.6 57.7 51.0 X4.5 - E 79.7 < S 7 E O ^ 84.9 83.9 79.7 68.9 79.1 SE 85.4 84.3 79.1 68.8 c, S 9 S 66.2 (�Z ` S s 73.2 72.7 66.2 58.2 W 79.1 SW 85.4 84.3 79.1 68.8 �? W79.7 g Z W -2 84.9 83.9 79.7 68.9 NW 57.7 NW 61.5 61.6 57.7 51.0 H• 66.2 H' 290.2 250.1 267.0 195.3 Cn U) O ZZ 44 35 -435! & 1 COND. TOTAL BASE BASE I ADJUSTED AS BUILT .15 x FLOOR + GLASS = ADJ. x GLASS = GLASS GLASS j AREA AR A FACTOR I SVOTOTAL BA ESP SUBTOTAL • BASE COMPONENT SUM. PT. AS-BUILT COMPONENTBASE SUM. = AREA x MULT. = SUMMER DESCRIPTION AREA x PT. MULT. SUMMER POINTS DESCRIPTION 9C THRU 9G POINTS EXTERIOR O 9 Rp �' T W 0 r. � a ADJACENT Z •7 V Co 3 1 N E TERIOR - 7.7 3 F_ T W09 O -1 O 0 ADJACENT 2.9 Cr `� Rr� soh 3 I o . � UNDER ATTIC 'zv C) .6 -3 e U v OR SINGLE .6 ASSEMBLY .6 . SLAB -37.0Cr l¢I 0 RAISED - 3.99 - O LL FOR SLAB-ON-GRADE USE PERIMETER LENGTH ALONG CONDITIONED FLOOR IN PLACE OF AREA. INFILT ATION �`�d 8.0 2G ZL Z USE FL ORAREA OF CONDITIONED SPACE. . _ 4`tr TOTAL COMPONENT AS-BUILT SUMMER POINTS TOTAL COMPONENT BASE SUMMER POINTS TOTAL BASE TOTAL AS-BUILT AS-BUILT AS BUILT AS-BUILT COOLING BASE CSM x BASE = COOLING AS-BUILT x DM x CSM x CCM = COOLING SYSTEM SUM. PT POINTS SUM. PT . 9H 9K 9L P INT 46 3 5-Ce 4- NUMBER NUMBER BASE AS-BUILT NUMBER I AS-BUILT AS-BUILT AS-BUILT HOT OF x BASE HWM = HOT WATER HOT WATER OF x HWM x HWCM = HOT WATER WATER BEDR M P INT SYSTEM DESC. BEDROOMS 9M 9N P IN SYSTEM 3803 ZZ g 2-2 04P,3 H = Horizontal Glass(Skylights) •• sec. 903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint. For glass with known Shading Coefficient, see -2- SUMMER POINT MULTIPLIERS CLIMATE ZONES 1 2 3 9B SUMMER OVERHANG FACTORS(SOF) For single and double pane glass. OVERHANG RATIO ORIEN 0.0 .18. 0.27- 0.36 0.47 0.58 0.71- 0.84- 1.19 1.73 2.76 5U TATION 0.17 0.26 0.35 0.46 0.57 0.70 0.83 1.18 1.72 2.73 5.66 U N .69 .63 .56 .50 .45 1.0 .91 .87 .83 .79 .76 .72 NE/NW 1.0 .91 .86 .80 .75 .71 .67 .63 .55 .48 .42 .37 E/W 1.0 .92 .86 .80 .73 .68 .63 .57 .47 .39 .31 .25 27 23 SE/SW 1.0 .90 .82 .74 .66 .60 .54 .47 .39 .32 .31 .28 1.0 .86 .77 .68 .60 .54 .51 .4 .39 .3 OVERHANG RATIO = LIH , L L " iT 9C WALL SUMMER POINT MULTIPLIERS(SPM) CONCRETE BLOCK #FACERICK LOG + {' FRAME INTERIOR INSUL. EXT. INSUL. WOOD FRW OD NOR WT. LT WT NORM LT WT 2.4 6 INCH R-VALUE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT .6 OVAL UE EXT0 6.9 5.5 2.2 0- 2.9 2.2 1.1 1.7 2.2 1.7 .4 2.9 1.5 7 10.9 2.1 .8 3 4.9 1.3 .8 1.0 .8 .7 19 25.9 .2 6.9 1.011 - 12.9 1.7 .7 5- 6.9 1.0 .7 .8 .54 26&U 1 &U .83 `:2 R-VALUE BLOCK8INCH13-18.9 1.5 .6 7 10.9 .7 .5 6 0 10-2 9 1.0 VALUE EXT 19-25.9 .9 .4 11 . 18.9 .4 .4 .4 3-6.9• 6 0 2.9 1.0 26& .6 .2 19-25.9 .2 •2 2 7-9.9 .4 3-6.9 .7 STEEL 26& U 1 1 1 7 .6 10& 2 R-VALUE EXT ADJ 0- 8.9 7.6 2.8 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 7- 10.9 3.5 1.3DECK 11 - 12.9 2.7 1.0 UNDER ATTIC SINGLE ASSEMBLY CON RETE CEILING OTOYPE 13 18.9 2.5 0.9 126 -VALUE SPM R-VALUE SPM 19 25 2 2 0 8 - -21.9 1.1 5- 6. 5.8 R-VALUE DROPPED EXPOSED 26 1.2 0.4 2-25.9 .9 7- 8. 3.9 10-13.9 3.2 3.5 29.9 .8 9-10.9 3.1 14-20.9 2.2 2.4 0-37.9 .6 '11 -12.9 2.6 21 & U 15 1.6 38& U -5 13 18.9 2.4 19 25.9 1.8 26&U 1.2 9D DOOR SUMMER POINT MULTIPLIERS(SPM) CREDIT MULTIPLIER FOR ATTIC RADIANT BARRIER = .55 DOOR TYPE EXT ADJ 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) RAISED RAISED WOOD WOOD 7.7 2.9 SLAB-ON-GRADE CONCRETE (See 903.2(e)) EDGE INSULATION INSULATED 8.5 3.1 R-VALUE r SPM R-VALUE SPM jR-VALUE 12SPIM0-2.9 -41.2 0.2.9 - .8 6.9 3.4.9 -37.2 3.4.9 -1.3 10.9 5 6.9 -36.2 5-6.9 -1.3 - 18.97&U -35.7 7& U -1.3 &U 9G INFILTRATION SUMMER POINT MULTIPLIERS 9H DUCT MULTIPLIERS(DM) j*Air eturn W/O Return R-VALUE uct Air Duct INFILTRLPRACTICEJ]dS4 1.10 (S4.2-4.9 5.0-6.6 2PRACTICE 6 7&Up 09 1.06 PRACTICEDUCTS IN CONDITIONED SPACE00 1.00 PRACTICE -3- NINTER CALCULATIONS I CLIMATE ZONES 1 2 3 BASE GLASS x SINGLE OR DOUBLE x WOF AS-BUILT OR GLASS x BASE = WINTER kN WPM WPM 98) = GLASS AREA WPM POINTS AREA CLEAR TINT** CLEAR TINT" WIN.PTS. N `7 7.3 i "° 13.8 13.6 7.3 6.1 NE 4.6 10.7 10.5 4.6 6.0 E bg - 9.2 Z`g � E O�5 - 3.8 - 3.6 - 9.2 - 5.7 283 E -22.7 SE -18.1 -17.5 -22.7 -17.3 S S - 8.4 tc S -24.0 -23.0 -28.4 -22.3 L!o SW -22.7 SW -18.1 -17.5 -22.7 -17.3 W i¢ - 9.2 W z4 - 3.8 - 3.6 - 9.2 - 5.7 - ( NW 4 6 NW 10.7 10.5 4.6 6.0 H. _2B4 H -67.6 -59.1 -57.7 -45.0 a J I 1 ) COND. TOTAL BASE BASE ADJUSTED AS-BUILT .15 x FLOOR + GLASS = ADJ. x GLASS = GLASS GLASS AREA AREA I FACTOR I SUBTOTALBASE WP SUBTOTAL BASE WIN. PT. AS-BUILT COMPON6N BASE WINCOMPONENT = � .AREA x = WINTER AREA x MULT. WINTER DESCRIPTION PT. MULT. P /IN DESCRIPTION 9C THRU 9G POINTS EXTERIOR Z n 2.2 O _ X ' 0 ` Zq 3' a ADJACENT 7._ 4. 3.6 QC2\ 3 NEr EXTERIOR d 15.4 U 0 ADJACENT ` 13.3 �'-'� C"` 3' 0 UNDER ATTIC Z2-V 1.2 ZZ 2-7 3 M09 SINGLE 1.2 17777] ASSEMBLY 1.2 SLAB 8.9 0 RAI ED 96 0 J LL FOR SLAB ON GRADE USE PERIMETER LENGTH ALONG CONDITIONED FLOOR IN PLACE OF AREA. v 1 INFILTRATION 1ZZ 0 --7.4 G 8 USE FLOOR AREA OF CONDITIONED SPACE 1 TOTAL COMPONENT BASE WINTER POINTS 2 144 TOTAL COMPONENT AS-BUILT WINTER POINTS Z 3 Co 4S F TOTAL BASE TOTAL AS-BUILT AS-BUILT AS-BUILT AS-BUILT HEATING BASE HSM x BASE = HEATING AS-BUILT x DM x HSM x HCM = HEATING SYSTEM I WIN. PTS. POINTS WIN. PTS. 9H 91 9J POINTS 59 1 Z 41 i5 Z3 (n 4S � � � 5 �4-0 BASE BASE BASE TOTAL AS-BUILT AS-BUILT AS-BUILT TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER = AS-BUILT a POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS o From P.2 Fr P.2 Enter on P.1 From P.2 From P.2 Enter on P.i H = Horizontal Glass(Skylights) •' For glass with known Shading Coefficient, see sec. 903.2(x).Tint Multipliers may be used for glass with solar screens, film,or tint. -4- WINTER POINT MULTIPLIERS CLIMATE ZONES 1 2 3 9B WINTER OVERHANG FACTORS(WOF) OVERHANG RATIO ORIEN- 0.0 0.18- 0.27• 0.36 0.47 0.58 0.71- 0.14- 1.19 1.73 2.74 5.67 TATION 17 .26 0.35 0.46 0.57 0.70 0.83 1.18 1.72 2.7 U SIN LE PANE GLA N 1.0 1.08 1.12 1.16 1.20 1.24 1.27g1 1.38 1.45 1.51 1.57 NE/NW 1.0 1.13 1.20 1.26 1.33 1.39 1.4550 1.63 1.74 1.84 1.93 _-E-w- 1.0 .50 .16 - .20 - .60 - .95 -1.32 73 -2.51 -3.31 -4.05 -4.64 SE/SW 1.0 .88 .77 .66 .52 .39 .2510 - .21 - .48 - .74 - .96 S 1.0 .92 .84 .74 .60 .46 .29 .13 - .24 - .54 - .67 - .73 DOUBLE PANE LASS N 1.0 1.13 1.19 1.25 1.31 1.37 1.42 1.4 1.58 1.69 1.79 1.88 NE/NW 1.0 1.23 1.35 1.46 1.58 1.68 1.78 1.87 2.09 2.28 2.46 2.61 E/W 1.0 .77 .62 .46 .28 .12 - .05 - .24 - .59 - .96 -1.29 -1.56 SE/SW 1.0 .90 .82 .72 .61 .51 .40 .28 .03 - .19 - .40 - .57 S 1.0 .94 .87 .78 .67 .55 .41 .27 - .04 - .29 - .40 - .45 OVERHANG RATIO = L/H T_ � HL-4T L H H a 9C WALL WINTER POINT MULTIPLIERS(WPM) CONCRETE BLOCK FACE BRICK LOG `.FRAME + INTERIOR INSUL. EXT. INSUL. R-VALUE WOOD WOOD NOR WT. LT WT NORM LT WT 0- 6.9 12.6 6 INCH R-VALU EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7- 10.9 4.2 R-VALUE EXT 0 6.9 11.1 10.4 0- 2.9 11.2 6.8 8.8 11.2 8.8 11 - 18.9 3.5 0-2.9 4.5 7-10. 4.4 4.4 - 4.9 7.3 5.1 6.1 5.6 4.9 19 25.9 2.2 11 - 12.9 3.7 3.6 5- 6.9 5.7 4.2 4.8 4.3 3.9 n-9.9 1.4 7&U 2.1 13- 18.9 3.4 3.3 7- 10.9 4.6 3.5 4.0 3.3 3r BLOCK 8 INCH 19-25.9 2.2 2.2 11 - 18.9 3.0 2.6 2.8 2.2 2 2__ 0-2.9 7.9 R-VALUE EXT 26& U 1.5 1.5 19-25.9 1.9 1.7 1.8 5.7 0-2.9 3.0 STEEL 26& U 1.3 1.2 1.3 3.8 3-6.9 2.2 EXT ADJ 3.0 7&Uo 1.7 0- 6.9 15.1 1 .1 7- 10.9 7.3 6.6 9E CEILING WINTER POINT MULTIPLIERS(WPM) 11 - 12.9 5.7 5.2 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 1 - 18.9 5.2 4.9 F-29w9 WPM R-VALUE 'WPM CEILING TYPE 19,-25.9 4.6 4.4 2.0 5- 6.9 6.5 R-VALUE DROPPED EXPOSED 26& 2.7 2.6 1.7 7- 8.9 4.3 10- 13.9 2.9 3.3 1.4 9 10.9 3.4 14-209 2.0 2.1 1.2 11 - 12.9 2.9 21 &U 1.3 1.3 38& U .9 13- 18.9 2.6 19-`25.9 . 2.0 26& UP 1 1.3 9D DOOR WINTER POINT MULTIPLIERS(WPM) CREDIT MULTIPLIER FOR ATTIC RADIANT BARRIER = .65 DOOR TYPE EXT ADJ 9F FLOOR WINTER POINT MULTIPLIERS(WPM) WOOD 15.4 13.3 SLAB-ON-GRADE RAISED RSeeE 03.Y e D EDGE INSULATION CONCRETE INSULATED 16.8 14.5 R-VALUE WPM R-VALUE WPM FI-VALUE WPM 0 2.9 18.8 0 2_9_ 9.9 0 6.9 8.3 3-4.9 9.3 3.4.9 5.1 7- 10.9 3.0 5-6.9 7.6 5-6.9 3.6 11 - 18.9 7& U 7.0 7& IJP 2.9 19&U 1.4 9G INFILTRATION WINTER POINT MULTIPLIERS 9H DUCT MULTIPLIERS(DM) With Return W/O Return INFILTRATION PRACTICE R-VALUE Air Duct Air Duct WPM 1.14 1.10 (See Table 9P) 4.2-4.9 PRACTICE " 1 10.9 5.0-6.6 1.12 1.08 PRACTICE "2 7.4 6.7&U 1.09 1.06 PRACTICE x 3 4.1 DUCTS IN CONDITIONED SPACE 1.00 1.00 -5- 91 HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS COP 2.5 2.69 2.7 2.89 2.9 3.09 3.1 3.29 3.3 3.49 3.5.3. 9 3.7-U Heat Pump HSM .56 .52 .48 .45 .42 .40 .38 Electric Stri HSM 1.0 Gas&Other Fuels HSM 1.0 See Table 9J for Credit Multipliers) PTHP&Room Units HSM HSM for C P 22-2.49 = .63. See above for COP 2.49. Minimums: Central Units 2.5 COP. PTHP & Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Multizone HCM •90 AFUE 60 .64 .65 .69 .70 .74 .75 .79 .80 .84 .85 .89 .90 U Natural Gas HCM .54 .50 .46 .43 .40 .38 .36 Other Fuels HCM .84 .77 .72 .67 .63 .59 .56 Where more than one credit is claimed, multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS(CSM) SYSTEM TYP OLIN Y T M MULTIPLIER .8 8.0 8.5 9.0 9.5 10.0. 10.5- 11.0- 11.5 12.0- Central Units 7.9 8.4 8.9 9.4 9.9 10.4 1 .9 11.4 11.9 U44 .43 .40 .38 .36 .34 .32 .31 .30 28 PTAC &Room UnitLtL7 CSM for EER 7.5-7.7 = .46. For EER's�7.7 use multi tiers above. Minimums:Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTUIH 7.5 EER, and over 13,000 BTUIH 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) COOLING CREDIT MULTIPLIERS SYSTEM TYPE eilin Fans CCM 86 t Multizone CCM .90 Cross Ventilation or Whole House Fan Credit for only one CCM 95 Where more than one credit is claimed, multiply CCM's together. Enter product on page 2. 9M HOT WATER MULTIPLIERS(HWM) SYSTEM TY,,,,,MULTIPLIER HOT WATER MULTIPLIER Electric - .83 .84- .85 .86- .87 .8 90 .91 -.93 .94 .96 .97 &UPResistance 81 3984 3891 3803 3678 35603450 .51 .52 .53 .54- .55 .56 .57 .58 59 .60 .61 .62& UNatural Gas 169 2085 2008 1936 1870 1807 1749Other Fuels 354 3225 3105 2995 2891 2795 2705 Water heaters must Comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) SYSTEM TYP HOT WATER CRE IT MULTIPLIERS SF 1 2 3 4 5 6 7 8 9 1.0 Solar Water Heater HWCM 9 8 .7 g 5 .4 .3 .2 .1 .0 ., With Air-conditioner Heat Pum Heat Recovery Unit HWCM .62 56 EF 2.0-2.4. 2.5 2.99 3.0 Dedicated Heat Pump HWCM .44 .35 29 A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Ener Factor. 9R INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section'9.03.2(Q) CHECK COMPONENTS REQUIREMENTS FOR EACH PRACTICE PRACTICE #1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9AMasketed PRACTICE #2 COMPLY WITH PRACTICE 11 AND THL F LOWING: Exterior Walls and Floors To late enetrations sealed. fn 1ltfiatio----------------- ri barrier installed. Sole sealed. Exterior Walls&Ceilin s Penetrations oints and cracks'o hterior surface caulked seale Ductwork Ductwork in unconditioned spar6'r'6$j_be sealed. Fire laces E--;'-1 with outside combu doors and flue dampers. Exhaust Fans E ui ed with dampers. Corr devices see 903.20). Combustion A liances Provided with outside combus PRACTICE #3 COMPLY WITH PRACTICES tA11J #2 AND THE FOLLOWIN eilin s Infiltration barrier installed. Interior Walls To late enetrations sealed r oinls&cracks on interior walleted. Recessed Li hts Sealed from conditioned space&insulated from ventilated attics aces. Ductwork All ductwork located in conditioned s ace. Be in unconditioned space(except direct vent),draw air from unconditioned space, exhaust Combustion Appliances by-products to outside. Stoves see 903.2(t). -6- 4/25/88 USE THIS FORM FOR ESTIMATES ONLY WATER & ' FEES ( Two Units) 1721 & 1723 Seminole Rd. One water meter exists. (Formerly 73 17th St.) Expect construction of a Duxplex Plan for 6" Lateral & Double Wye to Serve Duplex. METER FEES ARE PAID DESCRIPTION OTY. MATERIALS LABOR TOTAL 8" X 1" TAPPIl,U SASEE 1 18 50 — 1" CORP STOP —1 -- 22 36 I, CIMR 1 --- 1" X 3/4" REDUCER PVC 1 77 1" MALE ADAPTERS PVC 3 2 40 — METER BOX & LID 1 - — $78 a9- 10% O.H. 7 84 Total $86 23 2 men hand dig($12.94/1 .) for 4 hrs — 51 76 30% O.H. -- I -a2 Tnt-a l —- MATERIALS -,AROR- TOTAL TOTAL $86 23 1 $67.128 $153 51 MISC. JOU EXPENSES AMOUNT OTHER JOU EXPENSES 40 00 1 truck($10.00/truck) for TOTAL COST $193 51 4 hrs 40 00 TOTAL SELLING PRICE LESS TOTAL COST GROSS PROFIT LESS OVCRIILAU COST OF SELLING PRICE TOTAL NET PROFIT 4/25/88 USE THIS FORM FOR ESTIMATES ONLY SEWER TAP FEES ( Two Units) 1721 & 1723 Seminole Rd. One water meter exists. (Formerly 73 17th St.) Expect construction of a Duxplex Plan for 6" Lateral & Double Wye to Serve Duplex. METER FEES ARE PAID DESCRIPTION OTY. MATERIALS LABOR TOTAL 8" X h" - R O 21 6" DOUBLE 1,1YE GASKET E 1 16 90 6" PVC PIPE GASKET TYP 3017r 2160 Sub Total 86 83 0 - $ - 4 men hand di 27.45/1.r) for 6 hrs 164 -7a 49 41 30° n H - - Total 21411 MATERIALS IAROR TOTAL TOTAL $9 51 $214111 $309162 MISC. JOB EXPENSES AMOUNT OTHER JOB EXPENSES 120 00 2 Trucks($10.00/truck) for TOTAL COST I $429 62 6 hrs 120 00 TOTAL SELLING PRICE LESS TOTAL COST GROSS PROFIT LESS OVCRRCAD COST OF SELLING PRICE TOTAL NET PROFIT 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, III, and IV. I� Street Address: lZ� _ {�Z - LOCATION _ OF Intersecting Streets: Between 1�h-� C _ 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 abcve 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. Nameof Mechanical Contractors Contractor (Print) Master Name of Property Owner C i Signature of Ow Signature of or Authorized Agent d Architect or Engineer III. GENERALFOR ON A' Type of heating fuel: e' _ IS OTHER CONSTRUCTION BEING DONE ON \J�/ AElectric THIS BUILDING OR SITE? / ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MICHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed XControl O Floor New Building Air Conditioning: ❑ Room X Central t a ❑ Existing Building pp Duct System: Material � �� QV Thicknest�J� [I Replacement of existing system /\ � New installation(No system previously installed) Maximum capacity c.f.m. ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity 9•p-m- 0 Fire sprinklers: Number of head ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumper (number) (R-oll"sd) ❑ Tanks- (number) Remarks ❑ LPG containis (number) ❑ Unfired pressure vessel Permit Approved by Data ❑ Boilers 0 Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unite Description Model Number Manufacturer (�u)Y App CON _ il`?. E z_ ul 6__ V� C OF ' ,� YLftDn Jn�� „ Djuilatn�3 Standard T� mYn Section 1p9 °f the Southern Y was in corn}rliarue with the requirements of to the structure pursuant f issuance thus issued p For the following• Certificate the time ° g662 This that at ctiorn or usc. Building Code certif yang constru Yennitllo. 'j ap h ulating building BndB. ordinances reg Residential Atlantl� various ord' ,-ew ame vim UuC1.0tti.tionT costSCOt� Address t,eean T°vim ame S GconP Rd, LocaG�Y == �nec of BnildinB 1?21 Semino1 pate: Building Adds S ng4 er ceNsnouOu• n.A�c r�T IN BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested : Building Contractor: Dykes & Assoc.Const . Co. Building Permit Number: 9662 Address: 172A Seminole Road Legal Description: Lot 51 Unit II Oceangrove Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Duplex ------=---------------- XXXXX Lowest Floor Elevation: -required as built n/a---- Sale s Tax Certificate: ------ N - ----------- date submitted 13EN'ORE ISSUING CERTIFICATE OF OCCUPANCY THE: FOLLOWING MUST BE: COMPLETE: DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief --------------- --------------- ------ - -- Public Works ------------ -- --� Planning Director ----- Building Inspector -- ---- CITY OF Office of Building Official REQUEST FOR INSPECTION Permit No. A.M. District No. Time. P.M. Received / / Locali Job Address rac MECHANICAL Owner's PLUMBING — Name L Air.Cond.& — CONCRETE h mng Rough J Heating BUILDING — Roug / Top Cut ❑ Footing Temp Pole �" — Fire Place Framing E Slab Fj Sewer Re Roofing - Final Pre Fab Lintel A.M. READY FOR INSPECTION P.M. �y1 Thurs. Friday------ Tues. ed. �'/r A.M. Mon. � P.M. InspectionMade Final Inspection Inspector Certificate of occupancy Date CITY OF olfan& - 15rvttrtmrnt of Building Jtn"Prdi m tandard This Certificate issued pursuant to the requirements of Section log 9uos in compliancehe Swith the Building Code certifying that at the time of issuance this structu various ordinances regulating building constructior use. For the following- various 9662 New Re s i dent i a l Bldg.permit No. Use classification A t 1 Frame Fire District Lanr Group----- Construction Kathy Trip Lamarma-r Co 1 eman eddre=s owner of Building adocaliry Building Address ��(� By: -- l Rase t Angers pate: —'Building Oc alfi l "MT IN A CONS/ICUOUS PLACE (tt ufiratP CITY OF Book- �p�tt�lltPrif D� �rit��tri� �riD�iPtftDri the Southern Standard This Certificate issued Pursuant to the requirementsth S sctio u 0g o in compliance with the Building Code certifying that at the time Of issuance ollowiitg• various ordinances regulating building construction or use. For the f 9662 Flew Residential Bldg.Permit No. Atlantic Beall useCk"i6catioo Frame Fire District. Lane _rypeConstruction Kathy Trip_ cj1O1p Coleman yAddreu--pVe Lamar �.,�.Ocean p,,Der of Building S emir,)Ie R=1«a'itr f- 1727, i Building Addreu By zatIE er-_ Date: _ �Building officiol I08T �N A ...SrIC000a ►r.AGE BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested : Building Contractor : Dykes $ Assoc. Const. Co. Building Permit Number: 9662 Address : 1723 Seminole Road Legal Description : Lot S1 Unit II Oceangrove Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Duplex ----------------------- XXXXXX -- Lowest Floor Elevation : ---------- ---------- --- required as built n/a Sales Tax Certificate: ----------------------- date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY : Fire Chief ------ --------- -- --------- Public Works ___�� Planning Director ---� G�l� Building Inspector 10 � l�