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1251 Selva Marina Cir (vault) _ 03 JOB ADDRESS I -:2,6 SC(VCS VAC) TYPE WORK PROPERTY OWNER 1--� c n 1 a Tom.FMONE Zq I - 3'�'7 coNTRAcroR G�y#-h Mi I I Cr TF.l.EPHONE gOLl�' PERMIT m7MBER 2�'1 ` I I DATE `1 3 0� INSPECTIONS: FOOnNG SLAB TIE BEAM 3 LEYM NAILING VG FRASIBVVGi'COVER UP INSULATION FINAL BUILDING CF.RTTFICATE OF OC AN FT.FCTBICAL PF.RAf n pC� 0 3 INSPECTIONS ROUGU FINAL MECff,4MC4L PERMIT# INSPECTIONS ROUGE FINAL PLMWZWVG PERMITS INSPECTIONS ROUNDER SLAB TO.,POUT WA FINAL NOTES- JOB ADDRESS S Jed GZ2.ut��. C mac. C�P PROPERTY OWNER 3 7 76 PE IT NUMBER 7 3 S DATE le) - ,71 - !F S INSPECTIONS: FOOTING /! — / 2 -qo' SLAB /i -/Z TIE BEAM LINTEL NAILINGISHEATHING FRAMING/COVER UP z-- 7 - INSULATION �'- FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# -7 3 9� INSPECTIONS ROUGH / -2-—7 FINAL 'g- 3 0 - MECHANICAL PERMIT# -7 L Y' INSPECTIONS ROUGH `2 - 7-9 FINAL O- PL UMBING PERMIT# 117V INSPECTIONS ROUGH/UNDER SLAB TOPOUT 7-4 WATERISEWER FINAL p - f NOTES. lo- e?-C16 10A-" / D7 09 / 0-L3 �i� t 5/7 a�a3 -os33 CITY OF ATLANTIC BEACH is 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-d pt(atcoab_us Application Number . . . . . 07-00000368 Date 3/27/07 Property Address . . . . . . 1250 SELVA MARINA CIR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 2 CU 2 AH ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PHILLIPS AIR THERAPY AIR CONDITIONING 1250 SELVA MARINA CRL. & HEATING, LLC. ATLANTIC BEACH FL 32233 2712 LANSDOWNE DR. JACKSONVILLE FL 32211 (904) 743-4239 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 139 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/23/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 139 . 00 139 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 139 . 00 139 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 19/IECI-IANICAL PERMIT APPLICATIOIeT MM/�IGDate: Property Address: 125-0 -2m y� �;R• � �C� 3223 Owner: fl k{ PO)) IPS Telephone#: '-tiQ- kora � �+A,`rCon���fot, i— 1 . 3-� 23�J Contractor: Phone#: Contractor Address: �)71 a 3�.,(- -aW Fax#: Contractor Signature: In consideration of permit given for doing the work as described m e ove statement,we er perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: _LP _Natural _Central Utility ❑ Oil ❑ Other—Spec' MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK )Q Heat _Space _Recessed Central _Floor Residential t4b Air Conditioning: Room Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity clm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gPm Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation Ll LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency k-4- 014 130v -4- 01413N 4 CCX90 HEATING-FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency �&Id LW A16043000 Cot 0%47 o�c pf) MNc ougooa CCCc\;Lr TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233=5445 Phone: (904)247-5800• Fag: (904)247-5845• http•//www.ci.atiantic-beach.fl.us Revised 1/04 A?} CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD f j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 f JS?ltf" Application Number . . . . . 06-00033506 Date 7/27/06 Property Address . . . . . . 1921 SELVA MARINA DR Tenant nbr, name . . . . . . REPLACE WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2400 Owner Contractor ------------------------ ------------------------ HILTON KEITH SHEETS 1921 SELVA MARINA DRIVE ATLANTIC BEACH FL 32233 2695 PINEWOOD BLVD STE 1 MIDDLEBURG FL 32068 (904) 545-4638 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 .50 Issue Date . . . . Valuation . . . . 2400 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES CITY OF ATLANTIC BEACH i PLAN REVIEW SHEET Routed to: �r S.M kowski Building Department Public Works&Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane oerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Q(0 " 936-040 Property hAddress: 9a Sf/V A" '1-72 41 V6 Applicant: / ) �n PC TS Project: D fCC zJJi %A)-s This permit application has been: Approved as noted by the�2--Department. Final application approval must come from the Building Department. ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: V�'1" Date: Date Contractor Notified: RF cm,r S lily- CITY OF ATLANTIC BEACH JU�, `•W PWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS Aln1 Date: 2 Please submit(2)complete sets of plans with application. Job Address: �a .5e,1v A Yea rc �-*^ L� U�-- Owner: jio Yu.0 s /47 Address: f 9 Z ( S.eLUC-\ Y 1 U--Q— Phone: 11 `3 VX.S Legal Description: Bloc dot Number: Zoning District: Contractor: 1t,0 pp e State License Number: Address: :-Z Phone: City: State: Zip: Fax: Describe proposed use and work to/be done: -7 lo fi✓ e�rL�i�� � G r r L� Cit � � CJ L�c.c •�� -/ �L Ne� P 4G-LR-f-ia7 Present use of land or building(s): :J,, 'L f- Valuation of proposed construction: �f Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Required Building Data: Mean Roof Height j _5 (ft) Building Width 3 C� (ft) Building Length Roof Slope Window Height -_3 D (ft) Window Width 3 .3 6 (ft) Window Elevation from Grade (ft) Measurement from corner of building to window (ft) Number of windows being installed . ' r; x Mean Roof Height 13 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 . Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/27/03 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. -7 �/ _ Signature of Owner: Date: l T I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: e e Mailing Address:�26h 0-W vo Telephone: Fax: 2 - •20 6- —E-Mail: /~S AS TO OWNER: 1 Sworn to and subscribed before me this day of ` 20��- State of Florida,County of Duval Notary's Signature: 'RANT OARRETSON N.!:,,y Public,State of FloridaPersonally known mm.expires Mar.31,3008 roduced identifi of n b, No.DD 305964 Type of identification produced AS TO CONTRACTOR: t Sworn to and subscribed before me this ,I L` day of A-V ,20JOL- State of Florida,County of Duval Aj6 �' GRANT GARRETSON[# Notary's Signature: lik [Notary Public,State of Floridapersonall known omm.expires Mar.31,2008 ❑ Y 2-114 No.DD 305964 �Produced identific n #t:? �—��/ Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Page 2 Phone: (904)247-5800 Fax: (904)247-5845 - http://www.ei.atlantic-beach.H.us Revised 1/27/03 inn L' �o —96' MAX. FRAME HEIGHT (F.H.) Ln 71 o 0 Z c� U�oo z z c. Fr rA� 84" MAX. FRAME HEIGHT (F.H.) m R o X 14 � I-AliQqj■� � Z R npl \ A A i _ 4I._ BY WE SERIES 10 VINYL SINGLE HUNG WINDOW AA PA, .d.q,Im,mx mn,. s was s M s I I 'Z `� careurwrts W. W. SCHAEFER ENGINEERING PELIA CORPORATION 'I <413 R CONSULTING. PA 2000 PROLINE PLACE C, ' r +- u w MLMW mwurt co-�w [00 CETTYSBURG, PA 17323 tt}} Play SLAW GAPODa,a 3300 I G7 � °, Peas:D!I-sn swi us aeI-J76 N6] 717-334-0099 # 9� ..!D�iAi.'E e eThermaStar by Pella"' Vinyl Windows and Patio Doors 711i1rMl' Apr-06 10 Series -Basic New Construction &Remodel Products Hinder Iat, Design Presswe Rating Fonda WDMA Hallmark Reference F Vida :eves floe typo # Verfnrmance Grade: Windrxv Size Tested WinMw Conligurahon Structural.I- Uesgnalimn on (DVI Rating psi NF RC I Hallmark label Document Al# Standard fil 38'x 54' Dix DP 40 DP-40/40 H-R40 36x54 ATI 0144887.64 4351 Standard z 2' OM DP 40 DP-40/40 H-840 48x72 ATI 0149235.01 435.1 10 Senes Single Hung(Generation l) 10 1 Standard 48'x 96' DIX DP 30 DP-30/.30 H-R30 48x96 ATI 0146488.02 1457.1 High Performance 42"x 77 O/X DP 50 DP-50/-50 H-R50 42x72 ATI 0146488.02 1457.1 10 Series Single Hlong(Generation 1 Flonda P E Installation Details Drawing#1292A 1457.1 Standard 72'x 53.5' 2 Wide DP 45 DP-45/45 H-R45 72x53.5 T II ATI 0!47103.01 4550 2 Wide Single Hung Standard 96'x 53.5' 2 Wide DP 35 DP-351-35 H-R35 98x53.5 T II AT10145921 Ot 4550 10 Senes (Generation 1) 10-2 Standard 72'x 72' 1 2 Wide I DP 25 1 DP-251-25 1 Fill 7202 Type II ATI 0145921.01 4550 High Performance 72'x 65.5' I 2 Wide I DP 50 1 DP-501-50 1 Fill 72x65.5 Type II ATI 0145922.01 35091 10 Series 2 Wide Single Hung(Generation I)Florida P E.Installation Details Drawing#1292A 4550 Standard 108'x 53.5' 3 Wide DP 35 DP-351-35 H�235 108x53.5 T III ATI 0147103.01 4550 3 Wide Single Hung Standard 10 SSeries108'x 72' 3 Wide DP 25 1 OP-251.25 1 Fill TyDe III ATI 0145921,01 4550 10-3 (Generation 1) Standard 96'x 84' 3 Wide DP 20 1 DP-20/-20 1 Fill 96x84 Type III ATI 0144334.03 35091 10 Senn 3 Wide Single Hung(Generation I)Florida P E Installation Details Drawin #1292A 4550 Standard 36'x 59 5' DIX DP 35 DP-351-35 H-R35 38x59.5 ATI 606138. 1 6431 Standard 48'x 59.5' OIX DP 35 DP.351-35 H-R35 48x59.5 ATI 60668.01 6431 Single Hung(Generation Standard 38'x 72' O/X DP 35 DP-351.35 H-235 38x72 ATI 60688.01 8431 �10 Series III 104 Standard 4B'z 7 O/X DP 35 - 35 H-13548x72 AT160668,01 8431 Standard 8'x84' 00( DP 35 DIP. P-351-35 H-R35 48x84 ATI 60668.01 6431 High Performance Y x 72' Oil DP 50 H-R5042x72 ATI 62043.01 6431 10 Series Single Hung(Generation II)Florida P E Installation Details Drawing#1472 6431 Standard 72'x 53.5' 1 2 Wide DP 35 1 DP-351.35 1 H-R35 72x53.5 Type II ATI 63487O1 6684 Standard 96'x 53 5' 2Wide DP 35 DP-351-35 H-R35 96x53.5 T II ATI 63487.01 6684 2 Wide Single Hung Standard 7Y x 7Y 2 Wide DP 35 DP-351-35 Fill 72x72 Type II ATI 63487.01 6684 10 Series (Generation 11) 10-5 Standard 96'x 72" 2 Wide DP 30 1 OP-30/-30 1 Fill 96x72 Type 11 ATI 63487.01 6684 High Performance 72"x 85.5' 2 Wide DP 50 1 DP-50/-50 1 H-R50 72x65.5 Type II ATI 63488.01 6684 10 Senes 2 Wide Single Hung(Generation 11)Fonda P E.Installation Details ral 01474 6684 Standard108'x 53.5' 3 Wide DP 35 DP-351-35 Il 108x53.5 T It ATI 63490.01 6684 10 Series 7 Wide Single Hung 10b Standard 108'x 72' 3 Wide DP 35 DP-351-35 Fill 108272 T III ATI 63490,01 Ill (Generation Iq Stantlartl 96'x84' 3 Wide DP 30 1 DP-301.30 1 H-830 96284 Type 111 ATI 6349001 6684 10 Series 3 Wide Ingle Hung(Generation II)Florida Installation Uetails Drawing#1474 6654 High Performance 36'x 90' ON DP50 DP-50/-50 H42 0 36x90 ATI 55718.03 4328.2 High Performance 1 2.125'x 62' O/X DP55 DP-551-55 H-R55 52.125x62 ATI 55718.04 4328.2 10 Series Flange Single Hung 10-7 High Performance 1 52.125'273' 1 Dix DP50 I DIP+50/.50 H4R5052.125x73 AT155718.04 4328.2 Standard 1 54'x 90' I O1X DP35 I DP-351-35 1 H-R55 54x90 ATI 55718.04 4328.2 10 Series Flange Single Hung Florida P .Installation Details Drawing#1414A 43282 Sliding Window w/ Standard 71 5'x 48' XO OR OX DP35 DP-35/-35 HS-R35 71.5x48 Drawing#1247A 1 10 Series Removable Sill Track 10-8 Standard 131 5"x 59.5' XOX DP20 DP-201-20 HS-R20 131.5x59.5 Drawing#1247A 434 1 Standard 119 375-z 48' XOX DP25 DP-251-25 HS-R25 119.375x48 Drawing#1247A 434.1 Standard 73.5'x 36' XO OR OX DP35 DP-351-35 HS-R35 73.5x38 ATI 58118.02 6074 Standard 73.5'x 60' XO OR OX DP30 DP-301-30 HS-R30 73.5x60 ATI 58118.02 6074 10 Series Sliding Window wl Integral 10.9 Standard 108'x 36' XOX DP35 DP-351-35 HS-R35IOl ATI 58118.01 6074 Sill Track Standard 108'X 48' XOX DP30 DP-301-30 HS-R30 73.5x48 ATI 58118.01 6074 Standard 108'X 60' XOX DP20 DP-20/-20 HS-1120 108x60 ATI 58118.01 6074 1 eves Sliding Windowwt Integral ill rack Flonda P .Installation etails Drawl #1455 6074 Standard 73'x 50' 1 XO OR OX DP35 DP-37149 HS-LC35 73x50 ATI 58419.03 5047 Standard 1 73'x BY XO OR OX DP35 DP-351-35 MS-LC35 73x62 ATI 58419.03 5047 10 Series Flange Sliding Window 10-10 Standard 110'x50' XOX DP30 DP-31141 1 HS-LC30110x50 ATI 58419.04 5047 Standard 110'x62' XOX DP30 I DP-301-30 1 HS•LC30110x62 ATI 5841904 5047 10 Series Flan a Slidin Window FlP.E.Installation Details into Concrete PEL0005 5047 10 Senes Flange Sliding Window Fbndait Installation Details into Wood Frame PEL0006 5047 Standard 7Y x 7Y O DP 50 r+35/-35 F-R50 72x72 Drawl 01294A 439.1 10 Senes Fixed Frame or Radius 10-11 Standard >72".but 132 5 Sq.Ft. O DP 50 F-HC50 72x72 Drawing#1294A 439A Shape(Generation q Standard >72',DN<40 Sq.Ft. O DP 35 5 F-835 72x72(Analysis) Drawing#1294A 1391 Standard 60x80' O DP 50 0 F-850 60x60 ATI 63022.01 6694 Standard 7Y x 7Y O DP 30 0 F•R30 72x72 ATI 63022 01 6694 Standard FDWxFDH 5 60x60 or Area 5 20 O DP50 0 F-R50 60x60(Analysis) ATI 63022.01 6694 Fixed Frame or Radiusto Senes Sha /Generation 11 10-12 FDWxFDH 572x72 and Area>pe ) Standard 20 8, O DP30 0 F-R30 7202(Analysis) ATI 63022.01 6464 Standard FDWxFDH>72x72 and 20 ft O DP 25 DP-251-25 F•R25 72x72(Analysis) ATI 63022.01 Mea 5 408' 1 6694 10 Series Fixed Frame or Radius Shape(Generation II)Florida P E Installation Details Drawing#1473 6894 HI h Performance 54'x 36' O DP55 DP-551.55 F-R50 54x36 ATI 57473.02 4552 Flange Fixed Frame or HI h Performance 75'x 52.125' O DP55 DP-5555 F-R50 75x52.125 ATI 57473.02 4552 10 Series 10-13 Radius Shape Standard 96'x 60' 1 O 1 DP40 DP-40/40 1 F-R40 96x60 ATI 5747102 4552 10 Series Flange Fixed Flonda P E Installation Details Dral#1430 4552 Standard 9S z BY XO DP30 DP-251.25 SGD-R30 95x82 ATI 49829.10 2646.1 Standard 77'x 82* 1 XO I DP25 I DP-30/-30 1 SGD-R25 72x82 ATI 49829.11 2646.1 10 series Sliding Patio Door 10-14 Standard 96'x 96' 1 XO I DP25 I DP-251-25 1 SGD-R25 96x96 ATI 49829.12 2646.1 10 Senes Standard Pertwrtmance Slidin Patio Door Florida P.E.Installation Details Drawl #12488 2646.1 High Performance 94.625 x 82' XO1 DP50 DP-SOI-50 SGD-850 95x62 ATI 45818.03 1824.1 10 Serres High Performance,Sliding Patio Dow Florida P E Installation Details Drawl #1450 1 1824.1 'ASSUMES KEY: Mean Hnot H,ghl 1 '10' P.E.Stamped, --._ - Ceaiflce6o Teat Re Include in Birder 121/04 Flif- a"H" Florida P E Engineering Drawings Wan Flonda A Ilralwn/Se uence/Approvaf Number Associated with Test Re orf DMA Call Key: AAA-1l CCxCC Position AAA(Product Code): Position 8813(WDMA Grade): Position (Design Pressure) Position CCxCC(Una Size) H Hung Wndnw(FMuhle w 5nplu) R FlUnit Size in inches F F sed Window(Any F-A nr Radius Shape( l G=Light Commercial HS Horizontal Sutler C-Commercial SGD-Sliding C➢ass Drax FIC Heavy Commercial C Casement AW Arrhibvaural Window AP Awnug Type II: torn wide Composite T e III: three Wide(:ompnade 10 Senes DP Matrix Pella Corporation Confidential Page I �!= Irl t" s r � � , CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000616 Date 5/04/09 Property Address . . . . . . 1251 SELVA MARINA CIR Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------- Application desc 1 cu lahu ----------------------------------------- Owner Contractor ------------------------ DUNLAP, HOWARD DONOVAN HEATING & AIR 1251 SELVA MARINA CIR. 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 -----Permit . MECHANICAL HVAC PERMIT Additional desc . . . 00 Permit Fee . . . . 79 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/31/09 ----------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 09- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826 0 FAXNO.:(904)247-5845 BUILDING-DEPT@COAB.US -' MECHANICAL PERMIT APPLICATION DUVAL COUNTY 2.IS THIS A SUB PERMIT: 3.DATE: 1.JOB ADDRESS: A!(NO DYES PERMIT#: S� ✓ti PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: yrc�� duo I o f MECHANICAL CONTRACTOR: 8.ADDRESS.: 7. ME OF COMPANY: �.N�cllo�uyl 1-ke,� + ,� 3rd �`'� S`' 10.CELL PHONE: 11.FAX NO.: 9.STATE OF FLORIDA LICENSE NO: -Z C1(-3-Z YS_ �CcCuJ�?4 1 13.OFFICE PHONE: 14. YI 12.EMAIL ADDRESS: Z ?�1-_3. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null 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 titi time after work is commenced. CONTRACTORS SIGNATURE: 15.CLASS OF WORK: 16.BUILDING: 1 .SERVICE: 18.,CURRENT CODE: ❑NEW INSTALLATION ❑NEW RESIDENTIAL O6 FLORIDA BUILDING CODE P9 REPLACEMENT OF EXISTING SYSTEM pr EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑OTHER ❑REPAIR MECHANICAL EQUIPMENT TO BE INSTALLED: 19.HEAT: ❑ SPACE ❑ RECESSED 0 CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM CENTRAL THICKNESS: MAX CAPACITY: Cfm 21.DUCT SYSTEM: MATERIAL: 22.REFRIGERATION: MAX CAPACITY: cfm 23.COOLING TOWER: CAPACITY: 9Pm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: El GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER VALUE FOR OTHER ITEMS: OR COIL IN DUCTS ETC. 31.COOLING EQUIPMENT: AIR CONDITIONING.REFRIGERATION EQUIPMENT CONDENSORS ETC. APPROVING NUMBERMODEL# MANUFACTURER TONS AGENCY OF UNITS DESCRIPTION 32.HEATING EQUIPMENT: FURNACES BOILERS FIREPLACES AIR HANDLERS ETC. APPROVING NUMBER LODE MANUFACTURER BTU AGENCY OF UNITS DESCRIPTION 33.TANKS: 7,POVING T E I UI NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY BLDG04 Permit Applicaton Mech:REVISED:121182008 • r '`sS, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD } ATLANTIC BEACH,FL 32233 +� V� INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST. Building-deutnccgbMs Application Number . . . . . 07-00000248 Date 3/08/07 Property Address . . . . . . 1250 SELVA MARINA CIR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------- Application desc re-wire entire home ------------------------------------- Owner Contractor --------------- PHILLIPS, MICHAEL E-4 ELECTRIC, INC. 1250 SELVA MARINA CRL. Q/A: BEHNCKE, JAMES ATLANTIC BEACH FL 32233 112477BOCABGRANDE AVE. ATLANTIEACH FL 32233 --------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . Plan Check Fee . 00 Permit Fee 105 . 00 . Issue Date . . . Valuation 0 Expiration Date . - 9/04/07 ----------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- - Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Sep 29 06 10:02a Information Systems 904-247-5845 p.1 ©6- odd 3Y6�/ Y n� CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION \`F�r Date: `� © J Property Address: �.�-�� Owner: i L j(, Telephone#- - Contractor: N ( e G f f G Telephone#: Contractor Address: S Cr v s e{" Fax#: q, J Contractor Si nature: 17 ir consideratio of permit give or doing�e work as described in above statement, ue hereby agree to perform said work in the attached p and SPeA the Ens which are a part hereof and in accordance Aith the City of Atlantic Bench inance and standards of d '� Building: Buildin ❑ New g Type: ❑ Trailer Service: u other -onstrution is Residence ❑ Temp. ' New being done on this building ❑ Old ❑ Commercial, O Signs ❑ Increase or site,list the building Re-wire ❑ AdditionPermit number_ S9 Ft 4 Repair nu '— t;d a-Va p 113, Conductor Size: AMPS: COPPER I I AL Switch or Breaker A11ZPS PH W RACE Existing Service VOLT WAY Size AMPS pg RACE Meter W VOLT WAY Number n Feeders: 'T( NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED 0 OPEN Rece cies CONCEALED OPEN Switches Incandescent Fluemse m & M.V. Fixed 0.100.kws OVER A fiances BELL Air H-P-RATING H.P.RATING TRANSFER' Conditio ' COMP.MOTOR OTHER MOTORSCEILING KW-HEAT AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 ILP. PHS LID-ER600V R6 OV Transformers NO- KVA NO. KVA No.Neon Transf. Ea. Si Miscellaneous 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone:(904)247-5&00. Fax: (904)247-5845. Into://www.ci.at�antic-beach fI us Revised VO4 � f CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with two (Z) copies and received by 5:00 p.m. on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. Applicants Name: Address: ` Telephone#: ` �7 77( ., Address or Legal Description ��� Of Tree Removal Site (If legal description,list closest cross street Reason for Proposed Tree Removal Has this site been to the Tree Board Before? (Circle) YES NO NOT SURE Please provide the following information: SITE PLANITREE SURVEY indicating: a. Existing and proposed structures. b. Location of utilities and easements as applicable. c. Location, species and size of all trees with Diameter at Breast Height(D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an e. Location, species and size of all trees to be preserved on-site for replacement must be marked with brackets"[]". f. Location, species and size of any proposed new replacement trees marked with a circle "O". g. Location, species and size of all trees to be preserved on-site with barricading at tree drip line noted. ONSITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST BE MARKED ON-SITE BY RED/ORANGE flagging, paint or tape. e. All trees to be preserved on-site for mitigation MUST be marked with BLUEIGREEN flagging, paint or tape. 800 Seminole Road Atlantic Beach,FL 32233-5445 Phone: (904)247-5800 Fax: (904)247-5854• www.coab.us Revised 11104 Page 1 of 4 j�L�lr j�1 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 rNi Jit1�� Application Number . . . . . 05-00030567 Date 6/16/05 Property Address . . . . . . 1251 SELVA MARINA CIR Tenant nbr, name . . . . . . INSTALL DECK Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 8000 Owner Contractor ------------------------ ------------------------ DUNLAP, HOWARD COASTAL ATLANTIC REPAIR 1251 SELVA MARINA CIR. f & REMODEL, INC. ATLANTIC BEACH FL 32233 4103 RUBY DR W. JACKSONVILLE FL 32246 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee 35 . 00 Issue Date . . . . Valuation . . . . 8000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total 35 . 00 35 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 E PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc_ r D BUILDING / ZONING DEPARTMENT J is1 ' 800 Seminole Road S. oerr Atlantic Beach,Florida 32233 J! 19~ (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: IV WAL LCL�( Applicant: OL I (I Project: r This permit application has been: EDApproved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. / Reviewed By: Date: Date Contractor Notified: R E C's E ITY OF ATLANTIC BEACH j r f CITY OF ATLANTIC BEACH B1JILD NG PERMIT APPLICATION :JUN 1 4 2005 (Alterations Additions) Date: Job Address: Jc Owner of Property: `�- Address: Com- Telephone: Legal Description: Block Nu her: of Num Zoning District: Contractor: State License Number: Contractor Address: l/ G 1 G/� �� 10 1-A" 7 y 6 Telephone: 9'D y " 70� -f ll Fax: qtly - L 36 6 Describe proposed use and work to be done: &I/�/JQ Ge�G/� /Al Present use of land or building(s): 0/h� P/ V f{ O- nb�tl GQEr'G�" 2 Valuation of proposed construction: Y 2)6ZCZ What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? /V 6) New electrical or increase in service?0 Add plumbing fixtures? IVO Add fireplace? f Y 6 Add heating/air conditioning? /V0 Is approval of Homeowner's Association or other private entity required? �— If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original i pervious area or the removal of any trees? EN Applicant certifies that no change in site grade, impervious area or fill material will be used on this - project. ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. O. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Revised 8/04 Page 2 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures.temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that'allifff6rmation provid � this application is correct � D Signature of owner Date: I hereby certify that I have read and examine this application and ow the same to be true and correct All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. , Signature of Contractor: �l Date: c-, y/ S Address and contact rmation of person to receive all correspondence regarding this application lease print). Name: Mailing Address: Telephone: 911,11,el77 Fax: E-Mail: AS TO OWNER: —� Sworn to and subscribed before me this day of < )�-� � 20 �S State of Florida, County of Duval ` ..., . ^ JENNIFER SCHLUETER Notary's Signature. . ,Fj' MY COMMISSION#DD 121,301 EXPIRES:May 27,2006 %F d.boo Bonded Tnru Notary Public Underwriters ❑ Personally known [/Produced identification D5 f( ' Type of identification producedR.,..V,�—I 52�— AS TO CONTRACTOR: i Sworn to and subscribed before me this ! � day of 20f J State of Florida,County of Duval Notary's Signature Z4� =JENNIFERFE SSCHLUETER ISSION a DD 121301 ❑ /Personally known ES:May 27,2006 [�' Produced identification 1— u Notary Public Underwriters C2 _�� y :— Type of identification produced v �0� 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-_5845 • http://ww,v.ci.atiantic-beach.fl.us Page 3 Revised 8/04 RSIAP SHOWING BOUNDARY SURVEY OF LOTS 28 AND 29, EXCEPT THOSE PARTS OF LOTS 28 AND 29 LYING SOUTH OF A LINE 59. 5 FEET NORTH OF AND PARALLEL TO TPE SOUTH LINE OF SAID LOT 28, ALL IN BLOCK 1 , SFLVA MARINA UNIT 1 , AS RECORDED IN PLAT BOOK 23, PAGE n OF THE CURRENT PUFLIC RECORDS OF DUV.AL C011NTY, FLORIDA. cityOf At) tIr CRn�rh punnlQ,i z ward G.,r Lind L. Dunlap "is approval verMes aMil nce with applicable zoning, subdivision and other local land development regulations, but does not constitute / approval for the Issuance of permits. Compliance IN with Florida Building Code and all other applicable local, state and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building Official odor to the issuance of a t Building Permit. Q. n lv. V Approved 91r. '"un ve opment irector ' Date: 18y 9 y tJ �j /5' /5' rj• '* F.I e. I N O h' ♦ �L tJ � � I J� •� zA`� � a Z, P. Cl T \ tV 0 • r v I '�''� � � ti\ �^I.F. *irS6` ' • z�.z' v � � p► _ V Jis l 5. 63' 42' 149.0/' e N 'V �_.v e9• 47-E. l O T /47.0' 27 °u, RAY, COURSON & ASSOCIATES LEGEND * PROFESSIONAL LAND SURVEYORS BEARINGS BASED ON 7I-aT oc RES2RD �• of 38 EAST 17th STREET PROPERTY SHOWN HEREON LIES WITHIN FLOOD " o ZONE c—iAS PER F.E.M.A. FLOOD RATE MAPS P. 0. BOX 3280 JACKSONVILLE, FLA. 32206 O SET IRON PIN OR PIPE 'bra •°' 904-393-6476 0 FOUND IRON PIN OR PIPE LAND 0 SET CONCRETE MONUMENT ■ FOUND CONCRETE MONUMENT I HEREBY CERTIFY THE INFORMATION DEPICTED HEREON TO BE 6 SET WOOD HUB 9 TACK IN COMPLIANCE' WITH FLORIDA STATUTES, CHAPTER 472, AND X CROSS-CUT OR DRILL HOLE IN CONCRETE TD MEET, OR EXCEED, THE MINIMUM TECHNICAL STANDARDS FENCE FOR LAND SU3Eia= TER 21HH•6, Iz -Z-7 AND GEORGIA JOB NO. Ioa��L- DATE IoSo95 DRAFTSMAN TC k/ BY: FLORIDA CERTIFICATE . 3129 SCALE / �O GEORGIA CERTIFICATE NO. 2272 5�1P1:r ,_ Cc: J�r CITY OP ATLANTIC BEACH D.. r M ;, BUILDING / ZONING DEPARTMENT S� r� 800 Seminole Road S. oerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: Loa Project: DL This permit application has been: i-U/ Approved E:1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed.. Reviewed By: Date: (e Date Contractor Notified: R E C IE V E 1 ITY OF ATLANTIC BEACH CITY OF ATLANTIC BEACH r B''" �'"` B[:TILDiNG PERMIT APPLICATION ��tz JUN 1 4 2005 (Alterations Additions) Date: Job Address: 5 l ! Owner of Property: Address: ^ Telephone: Legal Description: Block ber: Lot Num Zoning District: Contractor: State License Number: Contractor Address: II/16 a G,.�-AR t it x �A -� Telephone: 9'O q �('r 1��$ Fax: 9d y - 4�B 36/6 Describe proposed use and work to be done: (// /� /V Present use of land or building(s): p�Z�h7na— /zb�llG�Er►�G�- Valuation of proposed construction: 17yU What are the dimensions of the added space: y feet x / G feet Will the added area be heated and cooled? l✓D New electrical or increase in service? Add plumbing fixtures? /Y 0 Add fireplace? 4Y b Add heating/air conditioning? /Y G Is approval of Homeowner's Association or other private entity required? �y _ If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original i pervious area or the removal of any trees? O Applicant certifies that no change in site grade, impervious area or fill material will be used on this - project. ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. O. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and Provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.stlantic-beach.fl.us Revised 8/04 Page 2 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided this application is correct. Signature of owner• Date: D lM I hereby certify that I have read and examine this application and ow the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: ���/G S Address and contact' rmation of person to receive all correspondence regarding this application lease print). Name: /L1 l Mailing Address: `v Telephone: �Gy � �� Fax �a 6 E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of <�� 20 L s State of Florida,County of Duval JENNIFER SCHLUETER Notary's Signature. „ MY COMMISSION 0 DO 121,301 z EXPIRES:May tic 20� �Lontld:f Trm Notary Public Undenvnterc ❑ Personally known _ U/Produced identification cY Type of identification produced g', p5L] AS TO CONTRACTOR: j 1 [ , . Sworn to and subscribed before me this day of J� 2d0 State of Florida,County of Duval Notary's Signature- ;„, R SCHLUETER ❑ personally known MY COMMISSION#DD 121301 J C9 Produced identification ,.• EXPIRES:May 27,2006 ����— C,0 _—72, (� '•?�'• df� Bontl2d Thru Notary Public Untlerwritars / Type of identification produced Q 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Revised 8/04 Page 3 MAP SHOWING BOUNDARY SURVEY OF LOTS 28 AND 29, EXCEPT THOSE PARTS OF LOTS 28 AND 29 LYING SOUTH OF A LINE 59. 5 FEET NORTH OF AND PARALLEL TO TPE SOUTH LINE OF SAID LOT 28, ALL IN BLOCK 1 , SFLVA MARINA UNIT 1 , AS RECORDED IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUSLIC RECORDS OF OUVAL COUNTY, FLORIDA. FOR: Howard G. & Linda L. Dunlap ' y T ►� N :a 0 0 �, I p . E• I 01 _ a I , v��`.r r N �n 14 O � 0 p rs I �•� ti 0 R h oi • � =a 8.\ yam-i P o "., rt�.P ti 149-01, Q � K4 E X C E P T / O N03' 4ro_r o ` O 7' 147.077 LEGEND C RAY COURSON ASSOCIATES � f` � � BEARINGS BASED ON P"' r � REGORD `. Ot PROFESSIONAL LAND SURVEYORS PROPERTY SHOWN HEREON LIES WITHIN FLOOD a ZONE SAS PER F.E.M.A. FLOOD RATE MA o ° 38 EAST I7th STREET C P. 0. BOX 3280 O SET IRON PIN OR PIPE A Ar JACKSONVILLE, FLA. 32206 0 FOUND IRON PIN OR PIPE •spa .°' 904-353-6476 0 SET CONCRETE MONUMENT `•j0 ■ FOUND CONCRETE MONUMENT SET WOOD HUB IN TACK F ERTIFY THE INFORMATION DEPICTED HEREON TO BE X CROSS-CUT OR DRILL HOLE IN CONCRETE NCE WITH FLORIDA STATUTES, CHAPTER 472, AND FENCE OR EXCEED, THE MINIMUM TECHNICAL STANDARD IZ -z-7-BT SURVEYI , FLO D STATUTES, CHAPTER 21HH-6, JOB N0. Iczi-7G- DATE AND GEORGIA ST TES A ER 180-7 DRAFTSMAN TL t✓ l 0 9095 BY: SCALE FLORIDA CERTIFICATE 3129 GEORGIA CERTIFICATE NO. 2272 ..�. .. .� �rnl IQ chlpnceen ucacnnl v f S CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000781 Date 6/09/08 Property Address . . . . . . 1251 SELVA MARINA CIR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL DUCT SYSTEM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DUNLAP, HOWARD OCEAN STATE HEAT & AIR, INC. 1251 SELVA MARINA CIR. 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/06/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �NTIC BEACH CITY OF r L C C�kL PSE?-MIT APPLICATION �•c f Q Date: Property Addr ss: Owner: G�. :�)� Telephone#:.�4�I 37 ,� _ _ . t7 hone#:Fele � p Contractor: — D (��Q.I'1 y�1C..L�� I�' I ' �' p _C.ontracto.r_A.ddress:_t � U 1 � Lt.t'�_ Fax In coasitimmon of permit raven for doing the work as described in the above smement.we hereby agree to perform said work m accordan= with the attached plans and specifications which are a par:hereof and in accordance with the City of Atlantic Beach ordinances and standards of Mod practice listed therein- Type hereinType ofHeaiing Fuel: If other carr,rtionis beim done on this budding or site,list the building permit number. -0 'Electric ❑ Gas: LP N=ral _C=al Utility ' ❑ Oil ❑ Other-Specifv MICHANICAL EQUIPMENT TO BE LNSTALLED NATURE OF WORK ❑ Heat —Space, _Recessed . -Central _Floor ❑ P Conditioning- _Room _Central s 1( Duct System: Material - Thie'hmess_L— ❑ Commercial lvla dmum Upadty 1 000 ElRefrigera-don ❑ New BZnlaing ❑ Coohn2 Tawe. CanacPy .-OZIPM W"' Erisiina Building + ❑ Fire Sprinklers:Number of Heads ❑ Elevator. --kaalift Escalator (Number) ❑ Repjac=ems of-E-dSl'inv System ❑ Gasoline Pumps (N—umber) ❑ Tanks (Number] ❑ New Installarion :1 LPG Containers (Ni naber) (No system pry riously installed) ❑ Unfired Pressure Vessel p Eueosion or Add-on to E�)stria System ❑ Boilers I ❑ Gas Piping -- --- er- Pe -—q-- ---—" ❑ Other-Specify / vb (i 1, LIST ALL EQU PT-Y= AIR.CONDITIONING,REFRIGERATION EQUI?ry=&CONDENSOR'S A Ageing Number Units Description Manufacturer Model t Manu cturer Ton's eigency HEATING—FURNACE,S,ROLL ERS, &AIR HANDLE, Approving Mumber Units Description a del m Manufacturer BTU's Agency TAr`KS" hlominal Capacity T_ypr-Liquid Llerial - RpFtzving How lvlanv yz Dimensions Contained Manufacturer ' Kc- Aeencv 300 Seminole Road• atlantic Beach, Florida 32333-5445 Phnne- (9(1:11''.4?-=,RnO FaY: (904)247-3845. httn-//www ri_atlnn"tic-beach_fl-u5 06/06/2008 08: 15 FAX 9042498949 OCEAN-STATE-A/C ATLANTIC-BEACH ®001/001 1247 I CITE'' OF ATLANTIC BEACE TTr . ; -WCL.- �c , PER rT APPLICATION urau} f A Date_ �•`_l Property A owner. Telephone#: ! - 3 Coatrictor. `J�.:�il ( ,�1 �{ `I� Q 'i(C 'Telephone#: q-p � -Contractor Address:,14-7(D ( Il L.C�.N,Jl.Y1.1s kns #:�q- 149 lu euandcranaa of paw pvea for dom5 the work ax da3eabed in the marc stattanam,Wr batcby uree to periform said work is aceoroanee with the attached plans and sperifi=E4ow which arc a pan hereof and is oceordanca with the Cin of Adannc Bcach ordmaacea and arandards of pod prncb=listed thacio Type o#Hmug Fuel: Jf other=smxb=is b=ag dune oo tLm buildmg or site,list the baulding permitaumbrr: ❑ "Elcctrio - . ... ❑ Go.- _LP Ntms<al _C.eattal thusw 0 Oil ❑ Other-spewly lY.[$CBAiUC_ L EQUIPIr. ENT TO BE INSTALLED NATURE OF WORK 1 ❑ Htat _Space _Recessed —cc=-al —Floor ❑ _4ir Conditioning: _Room _Central Duct Material Thic)mess�p Commercial Ma�3mum-� �Q dm Ll Refrilyerauor ❑ New Bw7dmz- ❑ Cooling Tower.Carimy °Pm w/ k.,asiiaeBuiJ ❑ Fire SpriaiJer:,':Number oftieads - ❑ 'levator- __ himlift Escalator (Number) p Realer_-nes DI-E.-istlx-S7S= 0 Gasodue Pumps CNumber) 0 Tanks • (Number) 0 New Io�cm ❑ LPG Ctmtamers (Number) (No sy%m Previously installed) ❑ liII$red Pressure Vessel ❑ Extcasi=or Add-on to B:dstiag System a BDUcrs ❑ Other=Specify I v C r LM ALL E TTIPIYlF.TYT L F ,] .saCOND'M'TONa4G,RMUGu.T70NzQxn'NMi7 CDN1DLrN302's Aipprovmg Number units Description Model: Wlaanlactorer Toa's Agency TT1tiG FrJRPIakr_Z5,it0IL1;8S,FMX*PLAC95&eAM IiANDl,='S APp��g Number Unia Dcacription Model; MnnaSeauer 27ya Agoeoy NomaaalCnpncizy 7 peliyuid .Stmt - 9pprgrmg How Nlnm 3 Dimepgion9 Coatnined I�taatia$tcthrts h(o, 11eeRc Soo SruLiaole Roud• A,riantic Bench. Flnrid:a 3=33-54,1: Ph,�n. (QnA,) . Fivr- (()nX,'14-7-:;RAA_ +.I, -11..,..,... ..: +' .,;�_► G r� .._ PAUL S. LI, P.E. 9218 Cypress Green Dr. Suite 10 Jacksonville,FL 32256 Tel/Fax. (904)737-68761737-2385 Design&Consulting Engineer Structural,Civil&Mechanical June 17,2005 To: Building Official City of Atlantic Beach Building Department Re: Second Floor Deck for Ms Linda L Dunlap Residence 1251 Selva Marina CL-ele Atlantic Beach, FL Project#: 050615 Dear Sir/Madam, Due to existing conditions, three of the nine deck support posts (one at an outside comer and two middle posts next to the existing house) are bearing on an existing concrete patio slab. These three posts shall be anchored to the slab with Simpson ABU66 post bases with 518"0 epoxy studs into the slab. Thank you very much for your help in this matter. Should you have any further questions concerning this project, please call me @904 737-6876. Sincerely, S. Li, P.E. IhDYaW1lVNOP.[TSdt6re OOSc®IlOiSt ldaMauan Cmcb os io3�OwSts;.doc I 'd SBB�-GEL-fr06 2utuaaut2u3 ` t1 'S iced Wd9Z :a Soot LT unr CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00028314 Date 5/18/04 Property Address . . . . . . 1251 SELVA MARINA CIR Tenant nbr, name . . . . . . INSTALL LIGHTS IN BATH Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- DUNLAP, LINDA EARLY ELECTRIC CO. INC. 1251 SELVA MARINA CIR. P .O. BOX 50678 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 ------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ----- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH �+ J r ELECTRICAL PERMIT APPLICATION LJi1 > Date: D Property Address: Owner: ��J� �//Y,��/a Telephone#: Contractor: , �G`lr,�i��C GV / L, Telephone #• Contractor Address: Fax#: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good pra ice listed therein. Building: Bui ng Type: ❑ Trailer Service: If other construction is Cl/New Residence ❑ Temp. ❑ New being done on this building W Old ❑ Commercial E3 Signs Increase Si ❑ IOr site,list the building g Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS ,rJj> PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Q 30 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS LJNDER600V R600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous S rS 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD -� ATLANTIC BEACH, FLORIDA 32233 J "'Y INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028293 Date 5/14/04 Property Address . . . . . . 1251 SELVA MARINA CIR Tenant nbr, name . . . . . . REPLACE 4 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------------- ------- --- ------- ----------------- DUNLAP, HOWARD ATLANTIC COAST PLUMBING & TILE 1251 SELVA MARINA CIR. 323 9TH AVENUE NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-5381 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 63 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 63 . 00 63 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 63 . 00 63 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Jam. s ILDING OFFICIA a - ' CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION L`� �:-© JrD✓� D Date: Property Address: 5-� LJ A /11.�r�`,�k OL L Z 3 76 Owner: Contractor: /(-TLAN7I e�fij-jf `u.,ntr3 j'y j Telephone#: Contractor Address: z 2-: / A(-,e ,)Oo , _ kr �& Fax#: Z—VI 3"'L2 S In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers ( Closets ��-V Shower Pans X-4-? Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine 2 Lavatory ��a X Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00= 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http:ltwww.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 f3jiISte' Application Number . . . . . 03-00027266 Date 12/04/03 Property Address . . . . . . 1251 SELVA MARINA CIR Tenant nbr, name . . . . . . REPLACE 11 WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4499 Owner Contractor ------------------------ --------- ----- ---------- DUNLAP, HOWARD WINDOW WORLD OF JACKSONVILLE 1251 SELVA MARINA CIR. 8535 BAYMEADOWS RD UNIT12 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 443-7001 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee 27 . 50 Issue Date . . . . Valuation . . . . 4499 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total 27 . 50 27 . 50 . 00 . 00 Grand Total 82 . 50 82 . 50 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH Q BUILDING / ZONING DEPARTMENT Higgins 800 Seminole Road sl Atlantic Beach,Florida 32233 J (904)247-5800 air (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: t a I SP 1✓a ✓Yl c rj n G (? ('r Applicant: b^l n(�M. Lt �r rr nd Project: 1' G�--J i 1. din C) fru-21c, This permit application has been: Approved >4Reviewe and the of ing items need attention: jD o5 - - u- rr f: L • Please re-submit your application when these items have been completed. Reviewed Byer Date: may 15 03 02: 17p Information Systems 247-584 P• 1 '75 `/ CITY OF AT LA TI^ i3Ei,CH BEACH NOV 18 2003 �1 CITY OF ATLANTIC PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS AND GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX)CQkNSTR/CTION �G7 t l � Date: Job Address: Owner's Name: L nAc L DIA n�.0� Address: 2-t,�1 S e 10� WXCGtf n�� Phone: Z `�( 3 7�(_ Legal Description: BlockNu"-m�1ber: 1_ /�► --�Lot Number: 2 2 Zoning District: S-V6 3 - S'�O Contractor: a l'�dou) 1lUd( IQ of JGe KSo tate License Number: ►�C' ( 2,50321 Address: U,35 - 12- &VMS ows Phone y'41Y3- >700� City: - 4 Y State: FL Zip: ,3125 Fax: - Describe proposed use and work to be done: 8426&-e 2JA v;�l re��ac.ew�e.,� y►t�Erdn� Pro Uo� ��16" OS� �r L.9[3S� ���`�-�o� Present use of land or building(s): 114, oC Valuation of proposed construction: "— Is approval of Homeowner's Association or other private entity required?� If yes,please submit with this application. Building Data: Mean Roof Height �� i� (ft) Building Width 3 (ft) Building Length (ft) R©of Slope '?�, *Window Elevation from Grade '� (ft) Window Height y (ft) Window Width ( (ft) Measurement from corner of building to window (ft) s ' o fs k 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http:l(www.ci.itiantic-beach.fl.us Page I Remi"1n_7/0 5 MIN. RETURN 04 Book 11480 Page 159 1oo,oc# 20 : :&383077097 1 NOTICE OF CO,MME`iCEiti[ENT Filed &Recorded ` 11/18/2003 09:34:41 AM State of Tax Folio No. JIM FULLER County of CLERK CIRCUIT COURT DUVAL COUNTY To Whom It pRECORDING f 5.00lay Concern: TRUST FUND $ 1.00 COPY FEE f 1.00 The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF CONUAENCE,IIENT. Legal description of property being improved: 23'4 «o-2�-29 E S n'►a�� u.n•T 6 p'' Lo j ReeDotlR- 4 3- 540 - /3[.K Address of property eingimproved: 125 ���tC� /11ar� +n4 6,;Zi= 4�l..t�lli c� 21,33 General description of improvements: rf Move, ey,e,i u1 our < Owner:_ L1eL L. Dtsr,6tD .address: S 4, .E Owner's interest in site of the improvement: s ' Fee Simple Titleholder(if other than owner): Name: � Address: ontractor. I.n A&U-) o n c Address: 5 - 62 w vw o wilt, Phone No: D OctFax No: G If - If Y Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year tiom the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY WN R Signed: Date: l Before me this 13401 day of e�o in e Co my of D�1, S to of F1or' a, has sonally appeared AJS�t r Catherine A Lawson Notary Public at Large, State of ( rida,County of Duval. A MY COMMISSION# DD050398 EXPIRESl�j'Q August i5,2005Iy commission expires: "f rs y Known: orF /ONDED THRU TROY FAIN INSURANCE.INC or ro uce ldentitication: � May 19 03 12: 07p information Systems 247 -5845 p• 2 Procedure: In order to expedite issuance of permits prokide all information as aFPra�riate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report 2. installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylia70 Its uescription/Type 4. Elevation view of Window Locations 1 hereby certify that.!1` formatio3�provided with this application is correct. a t ( ._ i Date: Signature of Owner I hereby certif;that I have read and examined this application and know the same to be true and correct. All provisions 017 tile laws and ordinances governing this type of work will be complied with,whether specified herein or not. The 23•anting of a pemlit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner.includingthe governing of oonstruction or the performance of construction of the property. I understand that the issuance ofthis permit is wntingcnt upon the above information being true, wrrect and that the plans and supporting ata have been or shall he provided as required. Date: Signzttue of Contra Address and contact information of person to receive all correspondence regarding this application{p!ease print). Name. `• -f--- a ilio Address:• — tit� 6 &_E-Mail: lr Telephone: " 1�3 V ( Fax: Z, Y4e1'� c. s70 _C.0M� AS TO()WNER: CQ( Y of 1 V 0 V iyM E Swcrn to and subscribed before me this da State of Florida,County of Duval Catherine A Lawson Notary's Signature: MY COMMISSION p DD050398 EXPIRES August 15,2005 ,Personally known "�•',`or ry BONDED h1RU iR0Y WN INSURANCE W- ❑ Produced identification Type of identification produced AS TO CONTRACTOR- '^ Sworn to and subscribed before me this day of Vel V w 20_U?7. State of Florida,County of Duval / Notary's Signature: ! �N `� JAMIE GARCIA ❑ Personally known MY COMMISSION k DD 164939 Produced identification EXPIRES:November 14,2006 Type of identiricatton produced L corded Thru Notary Public Underwrllers 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax- (904)247-5845 - http://www.ei.atlantic-beech-fl.us Rcvised I/27/03 Page 2 j 1 CuTt'L�i (1 IVB f ' 46. 44 t- , isi - eIV4------------- 7j L 1 1 �� OQ LAI-i— CSSc�aTS� futj VQ 1,K17u t,-� KI A k ,—? I 2 X 31 z/,/ 'X z Z � � /Z APPROVED CITY Or ATLANTIC BEACH BUILDING OFFICE :., NOV 21 2003 � It By- Ll T IX Window World of Jacksonville, Inc. 8535 Baymeadows Rd., Unit 12 Jacksonville, FL 32256 904-443-7001 ! 904-443-7778 Fax LGc- IZ5032-1 06/28/2002 13:25 310922'!2'-,e -.1---.- 4& , .' , - .4& Architectural "Testing AAMA,'NWWDA 101/1.5.2-97 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls, Ohio 44223 Report No: 05-30387.01 Test Dates: 05/06/02 Report Date: 06/10/02 Expiration Date: 05/06/06 Project Summary: Architectural Testing, Inc. (ATT) was contracted by Alside Window Company to perform tests on two Series/Model 0971, PVC casement windows at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1 C-LC25 36 x 78; Test Specimen#2 C-C45 36 x 78. Test specimen descriptions and results are reported herein. 'Feat Specification: The test spocienen was evaluated in accordance with AAMA/NWWDA 10M.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors, Test Specimen Description: Series/Model: 0971 Type. Poly Vinyl Chloride (PVC) Casement Window Test Specimen #1: C-LC25 36 x 78 Overall Size: 3'0"wide by 66" high Vent Size: 2' 10-3/8" wide by 64-3/8" high 130 berry Court York, PA 17402-9405 phone-717.764.7700 fax:717.764.4129 www.arthtest.Com 06/28(2002 13:25 309222220 �_lllt trvulwcctc_wu "` 05-30387.01 Page 2 of 5 Test Specimen Description: Hardware: Descriptio Quantily Locati n Multi-point lock system 1 Lock jamb Metal keeper 4 Lock stile at 4",26",48 and 71" up from the bottom Steel snubber 1 Hinge stile/jamb, one at midspan Two bar hinge 2 Head/top rail and sill/bottorn rail Dual arca rotary operator 1 Sill Test Specimen #2: C-C45 36 x 78 Overatl Size; TO"wide by 6 6" high. Vent Size: 2' 10-3/8"wide by 64-3/8" high Hardware: Description Quantit ion Multi-point lock systema 1 Lock jamb Metal keeper 4 Lock stile at 4", 26",48",and 71" up from the bottom Steel snubber 3 Hinge stile/jamb,one at each end and one at midspan Twa bar hinge 2 Head/top rail and sill/bottom rail Dual arm rotary operator 1 Sill 06i28/2002 13:25 3309222210 � ALSIDE ENGINEERING rHut 1 I 05-30357.01 Pap 3of5 Test Specimen Description: (Continued) The following descriptions apply to all specimens. Finish; All vinyl was white. Glazing Details: The vent was interior glazed with 13/16" thick, sealed insulating glass fabricated from two sheets of 1/8" clear, annealed glass and a metal spacer system. The glass was set onto a double-sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded corner construction. Vent Construction: The PVC sent was assembled atilizing mitered and welded corner construction. Weatherstrippiag: Description Ouantit LocatiQu 0.187' backed by 0.200" high 1 Row Exterior perimeter of vent, vinyl jacket/foaw filled bulb Interior perimeter of frame with flexible leaf 0.187" backed by 0.400" high 1 Row Perimeter of frame vinyl jacket/foam filled leaf Drainage: Degghwion Quantity Location 3/16" diameter weephole 2 One at each end of the bottom vent rail Reinforcement; The vent stiles and rails contained a custom shaped formed steel reinforcement measuring 0.881" x 0.909"x 0.060" (reference drawing# 3205). installation: The unit was installed in a 2" x 10" wood buck constructed from Spruce-Pine-Fir construction lumber. The unit was secured with six 48 ;c 2-1/2" long screws, one each at the top, bottom, and midspan of each jamb. The exterior and interior perimeter was sealed with a silicone caulking, with the exception of an approximate 4" long void at each interior sill corner. 06/28/2032 13: 25 3309222220 ra4uc . 05-30387.01 Page 4 of 5 Test Results: The results are tabulated as follows: Paragrayh Title of Test-Fest Method Results Allow Test SQeclmen#1: C-LC25 36 x 78 2.1.2 Aix Infiltration (ASTM E 283-91) @ 1.57 psf(25 mph) 0.01 cfm/f32 0.3 cfrn/f max. @ 6.24 psf(50 mph) 0.01 cfmltt2 N/A Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/NWWDA 10111S. 2-97 for air infiltration. 2.1.3 Water Resistance(ASTM E 547-00) WTP=3.75 psf No leakage No leakage 2.1.4.2 Uniform Load Structural(ASTM E 330-97) (Measurements reported were taken on the lock stile) @ 37.5 psf(positive) 0.02" 0.306" max. @ 37.5 psf(negative) 0.01" 0.306"a=. 2.1.7 Welded Corner Test Passed <100%of Weld Line 2.1.8 Forced Entry Resistance(-ASTM F 588-97) Type. B Grade: 10 Lock Manipulation.Test No entry No entry Tests B 1 through.B3 No entry No entry Lock Manipulation Test No entry No entry 2.2.5.6.1 Vertical.Deflection Test @ 45 lbf 0.05" 0.72"max. 2.2.5.6.2 Hardware Load Test @ 6.241b/fI2 No deformation No deformation Optional Performance 4.3 Water Resistance(ASTM E 547-00) WTP= 12.0 psf No leakage No leakage 06l28/2002 13: 25 3309222120 9L51llL EN(-1N=tk_NU i 05-30387.01 • � Page 5 of 5 Test Result:: (Continued) Para&B2b Title of Test -Test McthResults Allowed Test Specimen#2: C-C45 36 x 78 2,2.5.6.: Vertical Deflection Test @ 60 lbf 0.06 0,72" max, Optional PerfQrmancc 4.3 Water Resistance(ASTM E 547-00 and E 331-00) WTP= 12.0 psf No leakage No leakage 4.4.2 Uniform Load Structural (ASTM E 330-97) (Measurements reported were taken on the lock stile) @ 67.5 psf(positive) 0.01" 0.306" max. @ 67.5 psf(negative) 0.02" 0.306" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years, The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INC: DipWl)aigpcsl by Lynn dcotp Lynn i3eorge I\el ck eth Project Manager Director-Operations LG:nlb 05-30387.01 PREPARED 9/30/03, 8:12 :07 INSPECTION TICKET PAGE 8 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/30/03 -------- --------------------------------------------------------------------------------------- ADDRESS . : 1251 SELVA MARINA CIR SUBDIV: TENANT, NBR: REPL 5 WINDOWS CONTRACTOR WINDOW WORLD OF JACKSONVILLE PHONE (904) 443-7001 OWNER DUNLAP, HOWARD PHONE PARCEL - - - APPL NUMBER: 03-00026556 RESIDENTIAL ADD/RENOVATE/ALTER --------------------------------------------------- PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESU S/COMMENTS ----------------------------------- --------------- 16 Ol 9/30/03 L B FINAL TIME: 08:00 �-��- LAINE 443 7001 -------------------------------------- COMMENTS AND NOTES - Vv 1 f. CITY OF ATLANTIC BEACH a. 4 800 SEMINOLE ROAD z' ATLANTIC BEACH, FLORIDA 32233 J INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026556 Date 7/28/03 Property Address . . . . . . 1251 SELVA MARINA CIR Tenant nbr, name . . . . . . REPL 5 WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3185 Owner Contractor - ------------------------ ----------------------- DUNLAP, HOWARD WINDOW WORLD OF JACKSONVILLE 1251 SELVA MARINA CIR. 8535 BAYMEADOWS RD UNIT12 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 443-7001 ----------------- ----------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . Permit Fee 50 . 00 Plan Check Fee 25 . 00 Issue Date . . . Valuation 3185 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 . 00 25 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. � r... BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT S Higgins 0S. Doerr J 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 s ' 31)•,� (904)247-5845 Fax I PLAN REVIEW COMMENTS 1 JUL 2 3 2003 Permit Application # Property Address: �-A 002-4ti . Applicant: ;I ►�lti� Lu�i� L L� �' �F� Project: 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: L14- Date: c4 ` May 19 03 12: 07p Information Systems 247-5845 P• 1 RECEI \! tc-7- [a CITY Cr ATLANTIC BEACH frt�l,lrry I BUILDING & ZCti'Nv JUL 2 3 2003 J � CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR MIL O TWO-PLACEMENTFAMILY (DUPLE?`) CONSTRUF WINDOWS, SKYLIGMTS CT ON GARAGE DOORS OF SINGLE Date: 03 Job Address: t 2 s 1 9 v Q < <'nc` Owner's Name: l.^civ L 47 u nt4 V - Address:_ t 1SS e c, c,a +►t q C' 0k . Phone: 0 - rL`11 -3 t LotNumber: Zoning District: Legal Description: Block Number: k C C l2S e 3 2 1 so..u.ue State License Number: Contractor: W�.�.le..� < �, - 'N _Phone:Address: �53 S- !2 (Z„AL 1 -9j()4 - t 3 8 City: TAC ' <<'2 State: EL _Zip: 2 25Fax: Describe proposed use and work tot1 be done: _ T t r C 4 a M't W ►h o _ Present use of land or building(s): 5 •^ �`` ' t Y— Valuation of proposed construction: 0'- Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Building Data: Mean Roof Height (ft) Building Width (ft) Building Length (B) Window Height%,%, (ft) Roof Slope *Window Elevation from Grade�(ft) /t ft Measurement from corner of building to window t (B) Window Width / ( ) easurer 3 r s h a 800 Seminole Road •Atlantic Seach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 . http:/lwww.ei.atiantic-beach.fl.us Rc vis�d Imr03 Page 1 May 19 03 12: 07p information Systems 247-5845 p• 2 Procedure: In order to expedite issuance of permits protide all information as a ro riate. incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1, Manufacturer's"lest Report 2. Installation Procedures 3. window DescriptiowlType 4. Garage Door Description/Type 5. Skylights Description Fype 5. Elevation view of Window Locations 1 hereby certify that allinf ation provided with this application is uarrect. O Date: Signature of Owner: 1 hereby ccr ii that I have read and examined this application and know the same to be true and correct- All Provisions of the laws and plied with,whether specified hrre rmt docs not csum�to ordinances governing this type of work will be corn oordinartces,tor not The gof a ` orl laws inen}'manner.npludi gthe give authority to violate or cancel the provisions orany federul,state or local rules,regulations. governing of construction or the performance orconstruction of the propery. I understtutd that the issuance ofthis permit is contingern upon the above information being frac and cct and that the plans and orting d ,have been or snail he provided as required. 1 \ Date: Signature of Contractor. to receive all correspondence regarding this application (please print). Address and contact information of person _ 6 R . �' W r'w�v�v �e� d d .T��so,,�,�lrr •�� dame: _lSrt� o/ Mailing Address; /� ti a 16� y� Telephone:7 "7 7J " �C�/ _Fac: AS TO OWNER: day of 2 Swcrn to and subscribed before me this. State of Florida,County of Duval Notar s Signature: ;PpCatherine A Lawson MY COMMISSION# DD050398 EXPIRES Personally known ;a August 15,2005 produced identification BONDED THRU TROY FAIN INSURANCE,NC Type of identification produced — AS TO CONTRACTOR ,/ / 26 •z Sworn to and subscribed before me this �)'�- day of 26—L State of Florida,County of Duval N Deborah 3.Connell Notary` tgn afore: k my COMMIS"* CC981591 EXPIRES * - f December 13,2004 �/ Personally known gaNBED THRUTROY FAIN INSURANCE.INC Produced identification P.r;, Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 . http:ilwww.ci.atlantic-beach.fl.us Rev,,i 3/27103 Page 2 Boot= 11238 Fuge 837 s MSK RETURN PHONE# j �l Dot:# 2003238162 Book: 11238 NOTICE OF CO.M.MENCEMENT filed 8 Recorded t' l,0 R t 07/23,12003 03:'36:23 PM State a Tax Folio No. 7Ili FULL FR County of D LA U A L L- CLERK CIRCUIT COURT DUVAL COUNTY To Whom It Nlav Concern: RECORDING $ 5.00 TRUST FUND $ 1.00 COPY FEE $ 1.00 The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 ofthe Florida Statutes, the following information is stated in this NOTICE OF CO�IM.ENCENLEN'T. Legal description of property being improved: ZRE 5[ va IMS<< v,a t)nj B l Pt LaT5 Address of property being improved: 1 2 S t Se f u /Mctr i N 4 Cr-.-P Alt." .a a el. \ FL 2'd, 29 ReO4 0z General description of improvements: r,e x21&-4.e eco Sq u z,. l e,chkucrw-%-e �- U.,`, "awS Owner: t_ ekw L. i Window Measure Sheet � a Date: ' Name: Address: Existing Window: Wood House Exterior: Wood Block etal Brick Vinyl F7,0n Front 3 2nd Floor Is J Color: White Grids: Flat Glass: Clear Tempered Beige Contour Obscure Tinted Other dth x Height Low E Width x Height Low E 4c)30 11 i D 2 3 j �j ,7 12 3 Z ED 13 �----- v Cl 15 ED 6 a 16 I� 7 o 17 s ID 18 0 10 20 Notes: q measuresht.xls Ji1L. -18' 03lFR1) 08:05 TECH SALES/SERVICE TEL 3309_2538 P 002 APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICF JUL 2 4 1003 By: Now AANTA/NWWDA,101/1-S.2.97 TEST REPORT Rendered to: ALS11 E WINipow COMPANY SLS/11f DDJ3 L: 4971 TY E: PVC Casement Window ,summury of Results Tide Test S ecimOn#1 Test Specimen#2 Rat' NIA 36 x 78 C•C50 36 x 60 AAMA NIA NIA O ecaGn Force — 0.41 afml NIA Ais Inf l.tration NIA Nater Resistance Teat Pressure 45. sf � =45.0 sf �SQ,Q sf Uniform,Load Strmotural Tent Pressure *75.0 sf Unifarm Load Stnuctmal Test Pressure 167.5 sf NIA De laz' NIA N/A Forcedn Itasiptance Passed Rafeaenae should he made to ATI Report No. 05-30387.03 fcomplete test specimen, de8cription and d aa.. JUL. -'18' 03 (FRI) 08!05 TECH SALES/SERVICE TEL:3304225387 P. 003 Archltecti4rail Testlns AAMAl=DA 1.01/1.5.2--47 TL1 S.T'BELO Rendered to; ALS1l3B WINDOW CO).Vl:PANY 3773 State Road Crayaho ga Falls, Ohio 44223 Report No: 05-30387.03 Test;Dales: 05/06/02 And: 07/24/02 Report Date: 10/21/02 Expiration Date: 05/06/06 Project Summary: Architectural. Testing, .Inc. (ATT) was contracted by Alside Window Company to perform tests on two Series/Model 0971, PVC casement windaws at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the perfoxinance requirements for the following ratings: Test Specimen 41 C-C45 36 x 78; Test Specimen #2 C-050-36 x 60. Test specimen desaripti.ona and results are reported herein. Feat $pecillcatlon: The teat specimen was evaluated in accordance with AAMA/NWWDA 101/142-97, Tlahmtary Specifications forAluminl^ Vinyl(PVC) and Food Windows and Glass Doors. 'Fest Specimen Descrtptian: SerieslMadel: 0971 Type: Poly Vinyl Chloride (PVC) Casement Windpw 'Peat SReclMou 41:, C-C45 36 x 76 Overall Size: 310" wide by 61611 high. Vent Size: 2' 10.3/8" wide by 614-3/911 high eat_Wlecl` ew n#2: C-050 36 x 60 Overall.Size: 310"wide by 510"high 'dent Size: 2110-31811 wide by 4110-31811 high 104 Perry court York, PQ 17402-9405 phone. 717.764.7700 fax! 717.76A.4129 www.archtesLcom I 08:06 TECH SALES/SERVICE TEL:330922536' F i)h 01--30387,03 Page 2 of 5 Test Speciuneu Description: (Continued) The founwitsr desc4tinas apply ra all speclmeus- Finish: All vinyl was white. Glazing Datalls: The var►t was ulterior glazed with 13/16" thick, sealed insulating glass f4bt-icated from two sheets of 1/8" clear, annealed glass'and a steel spacer system. The glass was set onto a double-aided adhesive We and scoured with.rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded comer construcUla, Vent COubtructiou: The PVC vent was assEunbldd utilizing mitered and welded corner construction. Weatherstripping: esc ' Q01-14atity 01-1tLocatio 0,187"backed by 0,200" high 1Row Exterior pee dioter of vent, vinyl j acketlfoam filled bulb Interior perimeter of f=ne with tlexible leaf 0.187"backed by 0.400"Mall 1 ROW Perimeter of frame vi4jyl.jaelcet/fo4m filled leaf Hardware; ea oy Location MW.ti-point lock system 1 Look jamb Metal keeper 4(3) Lock stile at 4", 2611,48", and 71 up. from flie bottom Steel arnubber 3 Hinge stile/ja=b,one at each end and one at midspam Two bar hinge 2 Head4op rail and sillibottom rail Dual ami rotrtry Operator 1 Sill Note Quantity for Unit#2 In Par^awhem (+). FUL, =18' 03 [FRI) 08:06 TECH SALES/SERVICE TEL:3309225387 P 005 OS-3Q387,03 Page 3 of S Test Specimen Dmeription: (Continued) Drainage: Gesc--nT uantity Location 3/16" diameter weephole 2 Gnb at each end of the bottom vent rail ReinforcBmeut; The vent styles and rails contained a custom shaped formed steel reinforcement measuring 0.881" x 0,909" x 0,060" (reference drawing#3205). Installation: Tlie- unit was installed in a 2" x 10" wood bitck conBft1Cted from Spruce-Pine-Fix construction lumber. The unit was secured with six #6 x 2-1/2" long screws, one each at the tap, bottom, 4nd inidspaxi of each jamb, The exterior and interior, perimeter was aealed with a silicone caulking, with the exception of an approximate 4" long void at each interior sig corner, Test Results The results are tabulated as follows; PURUQ Title of Test-Feet Iylethud R.eaA Allow Jest Speclttten#1: C-C45 36 x 78 2.1.2 Air Infiltration(ASTM E 283-91) @ 1.57 psf(25 mph) 0.01 cfm/ftz 0.3 cf We max, p 6.24 ps.f(50 mph) 0.01 afmiry N/A Note W. The tested specimen meets (or aceeds) the perforlr=06 ievels Vecif ed in AAU4NWRVA 101/I S. 2-97for air infiltration, 2.1.8 Forced Entry Resistance(ASTM F 588-97) Type: B Grade: 10 Lock M, 4pulalion Teat No entry No entry Teats B1 t1=Bll B3 No entry No enrtry Lock Mmipulatioiti Test No entry No entry -18' 03 (FRI) 08:07 TECH SALES/SERVICE TEL.330922538i P 007 05-30387,03 Page 5 of 5 Test Results: (Continued) Paa-� litle of Test-Test Method ROSUIta Allowed Tesl„Sneeftu 41 C-050 36 x 60 Q2gonQl Performance 4,4,1 Uniform Load Reflection(ASTM E 330-97) (Meaauremeats reported were taken on the lock stile) @ 50.0 psf(positive,) 0,04H See Note#2 0,06" See Note#2 @ 50.0 psf(negative) Nota #2t The Uniform Load Deflection test is not an AAM&NWWDA 10111,3,2-97 requirement for this product designation. The data is recorded in this report for irrmation only. 4.4.2 Uniform Toad. Str Varal(ASTM R 330-97) (Measurements reported were taken on the lock stile) Q 75,0 psf(positive) 0.01" 0.234"' mac, (a, 75.0 psf(negative) 0.01" 0,234" miuc, Detailed drawings, representative samples of the test specimen, and a copy of this report will be retainod by ATT for a period of four years. The above results were secured by using the designated test methods and thay indicate compliance with the performance requixeraents of the above referenced specif cation. This report does, Wt constitute certification of this product, which may only be gralated by the certification. program administrator. This report may not be reproduced, except in fW1, without the approval of Architectural Tasting, For ARCHITECTURAL TESTING, INC; Digitally signed by Lon Ocorp Lynn Gcar$e lvli L. Macl�ere Project Manager Director- Operations LG:nlb OS-303 87.03 03 (FRI) 08:07 TECH SALES/SERVICE TEL:3309223387 P, 008 DOCUMENT CONTROL ADDENDUM#05-30387.00 Curreat.lssue Date; 10/21/02 Report Na.: 05-30387.01. Wgaested by: Marsh Fernbaugh, Alside'Window Company Purpose: AAKkiNWWDA 101./I.S.2-97 testing of two Series/Model 0971, PVC casemtmt windows. Issued Date: 06/10/02 Comments: Cartification copy of report to John Smith at Associated Laboratories, Inc. ReportNa.: 05-30387.02 Requested by: Mewsh Fen Baugh, Alside Window Company Purpose; A 101/I,S,2-97 testing of three Series/Model 0971, PVC cariement windows. Issued pate; 10/21/02 Comments: Revise report 05-30387,01, added test results for additional units (LC ratings), Comments; Certiftcala,on copy Of report to J0113 Smith at Associated Laboratories,TUC, ReportNo.: 05-30387.03 Requested by; Marsh Ferabaugh. Abide Window Company Purpose: A -MA/NWWUA 101/1,S,2.97 testing of two series/Model 0971, PVC casement Windows, Issued Date: 10/21/02 comments: Revise report 05.30387.01, added test results for An additional uuit (C rainge), comments. Certification copy of report to Tohu SmA-i at Associated Laboratories,Inc, JUL. -A' 03 (FRH 08:07 TECH SALES/SERVICE TEL:3309225387 F 009 CITt tit ki�Avs y i. aLAW BUILDING OFFICE JUL 2 4 2003 AAMA/NWWDA 101. .2-97 TEST RE PORT Rendered to: ALSYD] WINDOW SYSTEMS SERIES N. ODEG; 0972 TYPE: 'Vinyl(PVC)Daubte Casemeut Window Summary of Results Title Test S ectmen #X Test S ecimeu #2 Test Specimen 03 A_A1V Rating C-LC25 72 x 78 C-LC30 72 x 60 C-LC50 48 x 48 Air Infiltration G.o5 cian/ftN/A N/A 1 Water Resistance Test Pressure 7.5 psf N/A N/A Uniform Load Deflection Test Pressure i-25.0 sf :30.0 sf X54,0 sf Uniform Structural Load Test Pressure i37.1 sf X43.0 sf $75.0 sf Deglazing passed N/A N/A Forced B Resistance Grade 10 N/A N/A Vertical Deflection Test Passed N/A N/A Iiar'dware Load Test Passed N/A N/A Reference should be made to ATI Report No. 01-43151.01 for complete test specimen description and data. JUL. =i8' 03 [FRI) 08:07 TECH SALEMERVICE TEL:3309225387 Architectural Testing AAMAINWWRA 101/f.S.2-97 TEST RE, PORT Rendered to: ALSIDE WNDOW SYSTEMS 3773 State Road Cuyahoga falls, Ohio 44233 Report No: 01-43151.01 'fest Date: 11/19/02 Report Data, 02/14/03 Expiration Date. 11/19/06 Project Summary: Architectural Testing, Inc. (ATI)was contracted by Alside Window Systems to perform testa oa flu-ee Series 0972, vinyl double casement windows. The samples tested successfully met the performance requirements for the following ratings: Test Specimen#1: C- LC25 72 x 78; Test Specimen #2: C-LC30 72 x 60 Test Specimen 43: C-LC50 48 x 48. Test Specimen description orad results arc reported herein. Test Specification: The test apeeimen was evaluated in accordance with AA-\L4A/NWWI)A 101A.S.2-97, Vahentary Specifications for Aluminum, Vinyl(PVC) and Wood Windows and Glass Doors, Test Specimen Descrtptlou: Series: 0972 Type: Vinyl(PVC) Double Casement Window Test SpTcimg9#X: C-LC,25 72 x 78 Overall Size: 6011 wicle by 6'6" high Vent Size (2): 2' 10-3/8" wide by 6"4-1/4" high Glans Type: 13/16"thick insulating glass 130 perry court York, PA 174Q?-W5 phone: 717,764.7700 fax:717.764.4129 www,archzest,com JUL, -18' 03IFRI) 08:08 TECH SALES/SERVICE TEL:3309225387 P, 01i _ 01-43151,'0 1 Piga 2 of 7 Test Specirneu Description: (Continued) Tat Seecir�nen_#2; C-LC30 72 x 60 Overall Size; 6' 0"wide by 5' 011 high Vent Size(2): 2110-3/8" wide by 4110-3/81' high Glass Type; 13/16" thick insulating glass Test Specimen #3: C-LC50 48 x 48 Overall Size; 4' 0"wide by 4' 0" ]sigh Vent Size(2)' 1' 10-Y8" wide by 3110-3/811 high Glass Type: 13/16" thief insulating glass The following descriptions apply to all specimens. Flais h: White vinyl Glazing Details: The vent was glazed using 13/15" thick sealed insulating glass fabricated fxom two sheets of 1/8" thele clear annealed glass separated by a high perfamance spacer system. The globs was set from the interior against a double-sided adhesive glazing tape Employing silicone sealant at each corner and secured at the interior with a co-extruded snap-in glazing bead. Wentherrtripping: j2cscriptio Quantit Location 0.187" backed by 0.200" 1 Row Frame wid mullion interior perimeter diameter vinyl jacket/ foalrn-f lied bulb with two protruding leaves 0.187" backed by 0.450" 1 Row Frame acid mullion exterior high vinyl jacketa' perimeter foam-filled leaf 0,187" backed by 0.250" 1 Row Vent perimeter high vinyyl acket/ foam-fit bulb JUL.'-18' 03 (FRI) 08:08 TECH SALES/SERVICE TEL:3309225387 PA 12 01-43151,01 Pago 3 of 7 Test Specimen Aescription: (Continued) Frame Construction: The frame was of mitered and welded corner construction. , The vertical mullion was secured midsparn of the head and sill with three (3) #8 x 3"' PPHSMS at each.end. Veat Construction: The vent was of mitered axed welded comer construction. Seroea Coustruetion: The screen was of extruded aluminum construction with staked-'tri-place metal corner keys. The fiberglass mesh cloth was secured with a hollow viuyl apline. Hardware: esetition Quantil c tion Four-point look system 1 Each side of mullion (Specimen#1 - 71" long) (Specimen#2- 53" long) (Specimen#3 -41" long,) Tic-bar guides 4 (3�0) Mullion-4.7/8", 27-3/8", 49-1/2", and 71-3/411 from.sill Metal keeper 4(3+) Loch stile-3-1/2" 25-1/8", 47-1/2" and 7" from bottom Steel snubber 1 Midspan of jamb Two bar hinge 2 Head/top rail and sill/bottom rail Dual arm rotary operator 1 Sill (Sealed around perimeter) *Vote; QuantityJ'or Specimens#2 and#3. Drainage: esc —o Qunik y -oc• 'o 1/8" diameter weephole 2 Bottom rail, 81" from stiles (draining glazing pocket) , P =18' Q3 (PRl) 08:08 TECH SALES/SERVICE TEL:33Q9223387 013 ---- 01-43151.01 Page 4 of 7 Fest Specimen Description: (Continued) Reinforeemeut: All vett rails and sliloe were reinforced using 16 ga. ro11-formed steel (see Alside drawing n3205). The integral mullion was reinforced using 16 ga. roll-formed steel (see Alside drawing#3204), Installation: The specimen was installed in. a 2 x 10 wood buck constructed from Spruce-Pine-lair lumber, T'4e unit was cecurcd to the buck with three (3) #S x 1-112" long screws at each jamb - top, bottom, and midspan (six total). Two #8 x 1-1/2" long screws were located through each hinge plate at the head and sill (eight total.). The interior and exterior perimeter was sealed with silicone with the exception of a 6" long wrap at the interior sill com®rs. Test Results: The results are tabulated as follows: ParW,rL,jpj Title of Test-Test Method Resin.s A Lowe Test Specimen 41: C-LC25 72 x 78 2,1,2 Air Infiltration (ASTM E 283-91) @ 1.57 psf(25 mph) OM cfm/f. 0.30 cfm/ft2 max. @ 6.24 psf(54 mph) 0.11 am/ft'` NIA Note #P The test--d specimen meets the performance levels specified in AAPrA/.WWFVD.4 101/1 S, 2-97for air infiltration. 2.1.3 Water Resistance(-OSTM:E 547-00) WTP = 3.75 psf No leakage No leakage 2.1.4.1 Uniform Load Deflection(ASTM 1G 330-97) (Measurements reported were talcen on the mullion) (Loads were held for 52 seconds) 25.0 psf(positive} 1.260" See Note#2 La)25.0 psf(negative) 1.290" Sea Nota#2 Note #2, The Uniform Load Deflection test is not an A"A/N YWDA 1011I.S.2-97 requirement for this product designation. The data is recorded in this report for information only. 4,2 Utriform Load S11-actural(ASTM E 330-97) (iM.easurements reported were taken on the-Mullion) (Loads were held for 10 seconds) 37.5 psf(positive) 0.130" 0.3(75" max. @ 37.5 psf(negative) 0.060" 0,305" max. JUE. -18' 03 (FRI) 08:09 TECH SALES/SERVICE TEL:3309225387 P 014 l 01-43151,01 Page 5 of 7 Test Results: (Continued) paragral Title of Test - Test Metlwd Rasu is Allowed Test Specimen #1: ISS-LC25 72 z 78 (Continued) 2.1.7 Welded Corner. Test Meets as stated Meets as stated Appendix A 2.1.8 Forced Entry Resistance(ASTM F 588-97) Typo: H No entry No entry Grade: 10 No entty No entry Look Manipulation Test No entry No entry Test.$1 through 133 No entry No entry Lock Manipulation Test No entry No entry 2,2,5 6,1 Vertical Deflection Test 0.060" 0.720" 2.2.5.6.2 Hardware Load Test @,6.241bift2 No deformation No deformation Qptional'Performance 4.3 Water. Resistance (ASTM F 547-00) WTP = 7.5 psf No leafage No leakage Test SpecjWa #2: C-LC30 72 X 60 2.1.4.1 Uniform Loud Deflection(ASTM E 330-97) (Measurements reported were taken on the mullion) (Loads were held for 52 seconds) @ 25.0 psf(positive) 0.440" See Note#2 @a 25,0 psf(negative) 0,500" Sae Note#2 Rote #2' The Un farm Load Deflection test is not an AAMA1'YWWDA 10111,S.4-97 requirement for this product designation. The data is recorded in this report for information only. 2.1,4.2 Uniform Load Strtict ira.l (ASTM E 330-97) (Measurernems reported were taken on the mullion) (Loads were held for 10 seconds) Ca) 37.5 psf(positive) 0.025" 0.234" max, @ 37.5 psf(aegative) 0.035" 0.234" max. JUL.*-18' 03 (FRII 08:09 TECH SALES/SERVICE TEL:3309225387 P. 015 01-43151.01 Page 6 of 7 Test Results: (Continued) PAT-41LW Title of Test -Test Medio Results Al owed Test Specimen #2: C-LC30 72 x 60 (Continued) Optional Performe.nce 4.4.1 Uniform Load Deflection(ASTM E 330-97) (lvteaswements reported were taken on the mullion) P44s were held for 52 seconds) 4 30,0 pot'(positive) 0,495" See Note#2 @ 30,0 psf(negative) 0.495" See Note#2 4.4.2 Unifanu Load SLructural(ASTM E 330-97) (Measurements reported were taken on the mullion) (La ads were held for 10 seconds) r@ 45.0 psf(positive) 0,045" 0.234"max. @ 45.0 psf(negative) 0.030" 0.234" max, Test Speei_ mep #3: C-LC50.48 x 48 2.1.4.1 Uniform Load Deflection(ASTM B 330-97) (Measurements reported were taken on the mullion) (Loads were held for 52 seconds) @ 25.0 psf(positive) 0.240" See Note#2 @ 25,0 psf(negative) 0.300" See Note#2 Note #a. The Uniform Load Deflection test is not an AA1Lf.AINWDA 101113.2-97 requirement for this product designation. The data is recorded in this report for information only. 2.1,4.2 Uniform Load Structural(ASTM E 330-97) (Measurements reported were taken on the mullion) (Loads were held for 10 seconds) as 37,5 psf(positive) 0,002" 0.090" max, a 37.5 psf(negative) 0.004" 0.0901, max, 18103iFRI) 08:09 TECH SALES/SERVICE TEL:3309225387 P 016 01-43151.01 Page 7 of 7 Test Results: (Coutinaed) Paragrap Iitle of Test- Test Method Results Allowed Test SgeciWpa #3: C-LC50 48 x 48 (Continued) Optional Performance 4.4.1 Uniform Load.Deflection (ASTM F 330-97) CNIoasuremenls reported were taken on the mullion) (Loads were held for 52 seconds) A 60.0 psf(positive) 0.280" See Note#2 50.0 psf(negative) 0.300" See Note#2 4.4.2 Uniform Load Structural(ASTM E 330-97) (Meaaurements reported were taken on the mullion) (Loads were held for 10 secotzds) A 90.0 psf(positive) 0,012" 0,090" max. A 75.0 psf(negative) 0.030" 0,090" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification Of this product, whichmay ouly be granted by the certitcation program administrator, This report may not be reproduced, except in!'1111,without approval of Architectural Testiuig. For ARcHITKTURAL TESTING, INC: Jeffrey L.Dideou "L,1M. acke Project Manager Director-Operations JLD;nlb 01.43151,D1 JUL, -18' 03RI) 08: 10 TECH SALES/SERVIGE TEL:3309225387 P. 017 DOCUMENT CONTROL ADDENDUM#01-43151,00 Current Issue pate: 02/14/03 Report No.: 01-43151.01 Requested by: Marsh Fembaugh, Alside Window Company Purpose; AAMA/NWWDA 101!I,S,2-97 testing of three Series/Model 0972, vinyl (FVC)double casement windows, lamed Date: 02/14/03 Comments: Certification copy of report to 7olm Smith at Associated Laboratories, Inc. �i yL�l1'Jvy CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026111 Date 5/20/03 Property Address . . . . . . 1251 SELVA MARINA CIR Tenant nbr, name . . . . . . REPLACE EXISTING HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- DUNLAP, LINDA OCEAN STATE HEAT & AIR 1251 SELVA MARINA CIR. 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER_ "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS,PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH S�2o k MECHANICAL PERMIT APPLICATION Date: ��2 Owner of Property: IiMa ���(� � Job Address: Contractor: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type of heating fuel: B. Electric— — — IS OTHER CONSTRUCTION 1}Q G DONE ON THIS Gas: LP Natural Central Utility BUILDING OR SITE? N ❑ Oil ❑ Other–Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED Residential or Commercial ❑ New Building (Provide complete list of component n back of this form) ,`g( Existing Building Heat _Space _Recessed k Central Floor r1Y�`,� Replacement of existing system Air Conditioning: Room entry ❑ New Installation(No system previously installed) Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity cfm ❑ Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity m ❑ Fire sprinklers: Number of heads ❑ Elevator: _ Man]ift_Escalator (Number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) O LPG containers (Number) Remarks ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date— Other– ateOther–Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• http://www.ci.atlantic-beach.fl.us 1114103 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233- Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION - LOCATION INFORMATION Permit Number: 24703 Address: 1251 SELVA MARINA DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):23/29 Block: 1 Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 8/26/2002 Name: LINDA DUNLAP Total Fees: 25.00 �K--Address: 1251 SELVA MARINA DRIVE Amount Paid: 25.00 . ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/26/2002 " 3 PhoneE: 904)241-3776 Work Desc: RELOGATESRA CIRCUIT CONTRACTO A LIC 'TION FEES COLONIAL ELECTRICAL SERVICE&1N ^" PERMIT'-­_ 25.00 a x. �v B 4. ub'yR 2 �, - D '1Ss Requi a NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS'PRIOR TaINSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED I!V PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULEDti.AWAY°$Y�EITHER CONTRACTOR`OR,OWNER "FAILURE TO COMPLY WITH THE,( ONS RUCTION Ll EN trANrFtESULT IN THE PROPERTY OWNER PAYING T`D'1 llG L NG IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHIC A 'S15A—RT OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Oper: CHERYLE Type: OC Drawer: 1 Date: 8/26/02 01 Receipt no: 84379 14 PERMITS-BUILDING 1 $25.00 _ 00100003221000 ATLANTIC BEACH(—;4DlG T. 1251 SELVA MARINA CK CHECKS 2269 $25.00 'Tygm dgFa; '812T,/02 Time, 15:50:38 Aug- 18-97 09 : 52A P . 01 ` CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT L t 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 ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME v C _ ADDRESS:' S �s` L:- n�� r,�`.� —C RFD—BOX— BLDG. FDBOXBLDG.SIZE -----BETWEEN: RES.1--"1/J APT. ( ) COMM. ( ) PUBLIC i 1 INDUS. ( 1 NEW ( ) OLD txl REW. ( ) ADDITION (---r' TRAILER ( 1 TEMP. 1 1 SIGNS ( 1 -----SO. FT. SERVICE: NEW 1 1 INCREASE ( ! REPAIR (, 1 FEE CONDUCTOR SIZE AMPS COPPER,_ I 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, SWITCHES INCANDESCENT FLUORESCENT &M. V. FIXED 0.100 AMPS. _OVER APPLIANCES BELL TRANSF. ] AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW,HEAT 0-1OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS _— MISCELLANEOUS II TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN — FORWARDED TOTAL FEES ' CITY OF —7 k 3 —(j,_ J- �'� Office of Building Officia t REQUEST FOR INSPECT rx of Date O Permit No. Time A. Received cality Address 2-4 f —3 -1_7 4 Owner's Name Contractor BUILDING CONCRETE ELECTRIC PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough ung Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. ' Wed. Thurs. Friday A.M. Inspection Made P.M. / Final In ection Inspector ertific to of O upancy ❑ n /, ��Q ate CITY OF � ` 4t2,dja BeaI-�ic /S / 7 3 Office of Butld'ng INSPECTI N � / 7:3 REQUEST FOR � P mit No. Date _ v A. P. Time / Received cality Job Addr s ContractorL PLU E BIN Owner's ELECTRIC ❑ Name Rough Heating CONCRETE ❑ Rough Wiring C Top Out Fire Place WLDING Footing Temp pole r, Sewer pre Fab Framing Slab Final A.M. Re Roofing ❑ LintelINSPECTION Insulation READY FOR Thurs. Friday- Wed. Tues A. Mon. M' :3 , ancy ❑ Inspection ade Certificate of Occup Ins ctor � Date CITY OF f`11�iiT�c" B. Office of Building Official REQUEST FOR INSPECTION Permit No. Date Time M: Received Locality Jo Addr ss xw/— Owner Contractor Name MECHANICAL BUI CONCRETE ELECTRICAL PLUMBING El Air Cond. & ❑ Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Heating �2f Slab ❑ Temp Pole ❑ Top Out Re Roofing /��- ❑ Final E] Sewer ❑ Fire Place ❑ Insulation El Lintel Pre Fab READY FOR INSPECTION Mo Th Tues. Wed. urs. Friday A.M. / ` I o P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24497 Address: 1251 SELVA MARINA DRIVE Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):23/29 Block: 1 Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: _ Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/23/2002 Name: LINDA DUNLAP Total Fees: 38.00 Address: 1251 SELVA MARINA DRIVE Amount Paid: 38.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/23/2002 (904)241-3776 Work Desc: SCREEN ENCLOSU CONTRACTORS . A QC ATION FEES GUTHMILLER &ASSOCIATES, �, ,�_. I'Ff�IiET ' `•" 38.00 .,15, .y . y 79 - Ts gored----- — — --- - - { h NOTICE --'INSPECTION ST BE REQUESTED AT LEAST 24 HOURS PRIOJR TO INSPECTION BUILDING MATERIAL,RUBBISH AND,DEBRIS FROM THIS WORK MUST NOT BE P CED IN PU y IC SPACE, AND MUST BE CLEARED UP` ND HAULED:AWAYBY EITHER CONTRACTOR OR O "FAILURE TO COMPLY~ 111TH T{#t E &RUCTION LIE A* CAN RESULT IN THE PROPERTY OWNER PAY(1 TI/ EOR PRp�VMkT$" -w.. it ISSUED ACCORDING TO APPROVED N- HiCH - E PAkT O0, T14t P AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISI F :— r . Oper: 09173 Type•.OC Drawer: 1 Date: 7/24M 01 Receipt no: 76278 14 P=r3-DDILDI1G 1 589.00 M100/0C�2210N ATLANTIC BEAC BUIL DEPT. 1251 SELVI IMIA DR Ci CEM 2532 Me.* Trans date: 7/2/82 Tim: 15:29:10 1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address_ i Sy,q- �'l�2rN �90 CcaS(I20 Date Z S -0 2- Heated Heated Square Footage $ per sq ft = $ Garage/Shed Ti0 @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck S @ $ per sq ft = $ Patio ©� @ $ per sq ft = $ TOTAL VALUATION: $ 2 yo b 9- /J l— — Tota?�Val�ation 1st $ _J006 $ Remaining Value per thousand or • portion thereof TOTAL BUILDING FEE $ S + 1/2 Filing Fee $ / � s ( ) Fireplaces @ $15 . 00 $_ U BUILDING PERMIT FEE $ WATER IMPACT FEE $__ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $_�� (1(� ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ejOnHA keeEr1W rrbU� City of Atlantic Beach Building and Zoning City of Atlantic Beach - 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 - FAX (904)247-5805 - http://www/ei.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE JOB ADDRESS 19 .51 Se I vc, 0-1 a rl'ra, Gi rl APPLICANT I 1 tJ 0. D,,hg rP ADDRESS 1 ,075 ) S e- )Von h'l a r i',,p` G('v, PHONE: o241 - 3776 _ Q o� � LEGAL DESCRIP//TIIION: BLOCK NUMBER ` LOT NUMBER P a ZONING DISTRICTSe)Va- Mari,A Ith IT CONTRACTOR C�e r'r`Q I�J F. �r f/7'h w, P r STATE LICENSE NUMBER C G G ,2 la jg�L� ADDRESS #Q lhi r7—, �i a�ca� PHONE CITY�1 QGK,SO/t U! �/e STATE FL ZIP s�ve FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE S C C e-eh PRESENT USE OF LAND OR BUILDING(S) ,o 0 VALUATION OF PROPOSED CONSTRUCTIONo7�f Is this an addition? If yes,what are the dimensions of the added space: feet by/, feet Will the added area be heated and cooled? �Jam' New electrical or increase in service? New plumbing fixtures? New fireplace? _ New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? /yo If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL-32233 Telephone: (904)247-5834 o2na/o2 STEP j: Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 300 Seminole Road,Atlantic Beac , L-32233 Telephone-(90-4) 247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT. -INFORMATIO PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE N I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APP ICATION AND KNOWTHE AMET BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION. BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA REQUIRED. HAVE BEEN OR SHALL BE PROVIDED AS SIGNATURE OF CONTRACTO DATE r�2 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME 6Lv-t lere�� �' C', � O C G , MAILING ADDRESS o2 e �CI-LPHONE 3 a_ a FA _ rl o`Z E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE O FI ,SDA,Cq I�VyRdO�t� Nolery Public - Stele of Florida �'� n E*rea"2�20013 NOTARY'S SIGNA rn Commisalon DD114392 Bonded By National Notary Asan. AS TO OWNER: Personally known Produced identification ,,,•,il�"'•••,,, JOANN M. BUTLER Type of identification produced �reo-s I rr s Notary Public-State of Fkxkla My Commission E)Pkes May 2,2008 d�: Commission 9 DD114392 ....:0.�• Bonded By National Notary Assn. AS TO CONTRACTOR: Personally known Produced identification Type of identification produced 2/28/02 ,IUll -z0 - ZUUZ ll :�4AM INE GARDNER GROUP No - 5847 P. 2/2 1 V, LV,1 J J1.] 10.UO Sea-L•LJ^C1�1J3 PRESTIGE BUIL- RS 01 MAP SHOWING MUMMY SURVEY OF LOTS Z8 AHO 29, EXCEPT MUSE PARTS OF LOTS 28 AND Z9 LYING H 59.5 FEET ?WRTR OF AMD PARALLEL TO TY.E SOUTH. LINE (tF 5AIO LOT Z8. ALL IN kOC[ I $ELVA�Iti��E' UNIT 7, AS RECQapED IFI PLAT BOOK 27, P.AGE 4 OF THE CURRE!tT Pll?tLIC AEC.ORM Of Ih+Y C9tlNt�.�a � � FLORIOA. a— a a E a• a=� FOR; Itowl,d G_ i Lind+ L- Dvnlao o a Q� C co06 L / .1 8 M C•:.� cb LV Vrn m U C >y ��•� c o0 moi/ w- C �► .. �. c ao z iii/ —1 O O i I 6j a Y a o a �� 4,3 30. L �, =3t� 511 w c. E-am GO w �y Cn (} ; C.I.o,00->.2 CO toma•- til < 4 lz "v ti • �� ��1 ;; s -,�•N.i 0 .Ap o• x T 1 P K @@•• f O T�s— -71 RAY, COURSON d ASSOCIATES LEOI�NO PROF93510NAL LAND 3URYLYp)q3 SSARM BASCO Ox v`•r �c•�tp SO CAST I1tt SMAYT PhOP(RTT SNOW MEREM LITS MITNI4 PLOCO P- 0. act 31" SONE-=- I h0 P L N.A.FL 090 Raw mAn 1ACKOOKviLLt. FLA, b220a a AFT IROM 0144 on P1 PC sv•4!1•�a1a • FOYRP IAOR FM OR FIPA 0 StT CANCACTc 110M N LENT wa46ST CEATIPT TN+4MromMAT10N O9T10Ttb«EA[AN TO A! v POUIIO 49ACNaTt MONYY[NT h, 00NPL.A1►Gt WITH tLOAMA STATUTaS, twsTWR •TT. A" A may M000 Pius • TAL11 To U([T,OR SACESO,TK( wNiNyr TSpwiCAL STAAOAARS X f:ROSS-CUT OR P1144L NOL[ tO CONCKRT[ IDR LAAO luavo S, rL 0 ATUTtt CNAITigR LIMO-0, Aw011[Afal ' jT 7 A iP ISO-} Job no. "�"'�- OATE aY: CRArTSNAN u�awa�a t� i�T i $CAL[ DEPARTMENT OF PUBLIC WORKS Building and Zoning Inspection Division - � c 0 .y KsONV\ F HOMEOWNER ENCLOSURE AFFIDAVIT ` The purpose of this document is to make you aware of any limitations in the enclosure that is s being permitted. Type A: An enclosure with glass windows, insulated walls, with or without heat/air conditioning is considered an addition by the code. This type enclosure has certain structural requirements, requires footings and has certain electrical requirements. q menu, `Type B: A screen enclosure or an enclosure with vinyl windows, is not considered an addition, and has different structural and electrical requirements, # If you are installing a Type B enclosure, it 'd be difficult to later retrofit to Type A. �r ; –� ave read the above, and am aware I am installing a Type (homeowner) A BX _ (check one) enclosure. Signature (homeowner) (Date) (Not — 0 (Date) My Commission Expires: S-a—(� C� ���• �' .,,� JOANN M. BUTLER Notary Public-State of FkWa My CWM*6 on 50m May 2,2008 COlnmisslon It DD114392 Bonded By National NoWN Assn. "uMA6101" AREA CODE 904 / 630.1100 1220 E. BAY STREET I JACKSONVILLE, FLORIDA 322023401 1'IIII l Book 10567 Page 1271 ' S MIN, R 1�,(� G NOTICE OF COMMENCEMENT (PREPARE IN OUPUCAM Permit No. Tax Folio No. State of 'r. County of t + To whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real property, and In ` accordance with Section 713 of the Florida Statutes, the following Information Is stated In this NOTICE OF COMMENCEMENT, , yIJ Legal description of property being improved: 7� �` /ice—v��— 9� f � ' T ti Address of property being improved: General description of improvements: �i J t7 X Owner •+ - j ; Address — 3 ' Owner's interest in site of the improvement C j sc • , f :l-y : . Fee Simple Titleholder (if other than owner ii Name Address r Contractor Jerry Guthmi 11 er u Address_ 4042 Hartley Road Jacksonville, Florida 32257 Phone No. 904-7"i2=7-263 Fax No. 904-732-7-) 64 'i Surety(if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name :i Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill In at Owner's option). Name Address Phone No. Fax No. I•s� f Expiration date of Notice of Commencement (the expiration date is one (1) different date is s ecified : year from the-,date of recording unless a .9 P ) THIS SPACE FOR RECORDER'S USE ONLY WNER --- Signed: ( Date: Before me this day of jQ h r in the County of Duval, State of Florida, has personally appeared Li C7 ►-`N Nota ublic at Large, State of Florida, County of Duval c'zz�,•�+rum'NO0 My commission expires: N rz�m c Personally Known or M - N Produced Identification CD cn, a N k7-� Notnry OANN M. BUTLER PuI - State of Florida mmission EWres May 22008mlaalon 0 DD114392 d By National Notary Asan. l Job 1251 SELVA MARINA CIRCLE JACKSONVILLE FLORIDA 32233 (ATLANTIC BEACH) Homeowniy�� Vt2 LINDA DUNLAP Contractor: Agan+;� 13eachUTHMILLER 4 ASSOCIATES dba FIRST COAST RAINGUARD Design wIding and 7.011"9 H. LEVERITT Date: 07-10-02 Overall dimensions: Width: 12'-0" Projection: ___ 10-011 Height At: Roof Attachment: 8'-0" _ _ Bearing Wall: 71-7" Roof Attachment: ©Host Wall 0Host Facia (Projection) C Bearing Wall Roof Panel Clear Span Dimension: 10'-01' (11'-2" ALLOWED BY TABLE)�(Table 201 , pp. 36-37 (A.) Roof Material: '' �� ©Composite Panel - Width: 4'-0" x Thickness: 3" Skin Thickness: 0.024" Core Density: 1 LB. EPS (Lb. (C.) Bearing Roof Support Beam able 202, pp. 38-43) Beam Load Width (Spacing = 1/2 Span + Overhang): _ 6'-0" CD Allowable Post Spacing (From Table): 6'-1" Selection: 2"x2"0.045" HOLLOW � (D.) Bearing Wall Post Spacing: (,'-0" MAX. _ (Table 203, pp. 38-43)_ 0 CN Wall Height: �1-7�� (8'-I1" ALLOWED) Selection: 2"x4'10.0451' SNAP CD Non-Bearing Wall "A" Post Spacing: 5'-0" MAX._ _ (Table 203, pp. 38-43) Wall Height: 8'-0" MAX. Selection: 2"x4"x0.045" SNAP '3 I 0 0 N (E.) Foundation and Post Connection Detail (Tables 205 and 6, Page 6 CDCD / CNJ ©Detail F1 Detail F2 etail F3 �Detail F4 U' Detail F 0 Pos Load Con itio a e age 5 : C�ZI 1 Detail C1) !�2 ( efail C2) (F.) Wall Cable Bracing (Table 211 , Page 46) 0 U U Wall Mark JExposed Area (Sq. Ft.) Bracing 2* _t) Lt' ELEVATION A/3 77.92 50. FT. 1 PR3ELEVATION A/3 77.92 S0. FT. 1 PR 01111 N CD _ CD Ref.: AAF Guide to Aluminum Construction in High Wind Areas - Chapter 2 Screen Rooms CD �jAic �ller Florida Building Code Screen Ra®r� Scale � a ciates NONE Importance Factor: 0.77 Technical Specification C n�• Structure Type: SCREENED SHEET ENGINEERING$DESIGN g CONSTRUCTION Wind Zone: 120 MPH Sheet i OF 7 Approval: Date: 12'-2" (NEW SLAB) C B � 4 POST STRUCTURE III III III III III III III III III III III III -. III III rn ill iil II I � III ID LwZ O W Q 3 o � ii OQ (03- � I I I (LI o �, III III I - I III III o `? III III = III III _ I III III III III III III III III III 3 L-12" OVERHANG 12" 1211 OVERPANG 121-011 (WALL) OVERPANG 14'-0" (ROOF) OVERALL PLAN NOTE: (1). SEE SI-IEET 1 FOR STRUCTURAL COI"IPONENTS AND SPECIFICATIONS. (2). SEE ATTACHED SHEETS FOR STRUCTURAL CONNECTIONS AND DETAILS. Ref.: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 1 / Screen Rooms Guth iller Florida Building Code Screen Room 1 Scale andAssociates Importance Factor: OB77 Overall 411 = 11-011 �. Structure Type: SCREENED SHEET �GINEERING$DESIGN S CONSTRUCTION Wind Zone: 120 MPN Plan 2 OF 7 - 14'-0" (ROOF) 12" OVERHANG— 12'-0" (WALL) 12" OVERHANG HOST STRUCTURE WALL ON FAR SIDE COMPOSITE ROOF PANELS - 3" TNK. x 4'-0" WIDE x 0.024" SKIN x I# EF5 GO E 2"x2"x0.045" HOLLOW TOP OF BEAM U) `B N QP N o �S o SPG o r 2"x2"x0.045" o 2"x2"x0.045" HOLLOW 9� vti HOLLOW I"x2" 08 I"x2" OB TOP OF NEW SAAB EQUAL EQUAL SPACE SPACE 211 -----12'-0" (WALL) 2" �— 12'-4" (NEW SLAB)------ - ELEVATION ELEVATION VIEW A 3 NOTE: (1). SEE SHEET I FOR STRUCTURAL COI"1PONENTS AND SPECIFICATIONS. (2). SEE ATTACHED SHEETS FOR STRUCTURAL CONNECTIONS AND DETAILS. Ref.: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms GAi7c ller Florida Building Code Screen Room I Scale ,, Exposure: B 4" I'-0" ciates Importance Factor: 0.77 E l e v a t i o n � Structure Type: SCREENED »A/3 /37f SHEET ENGINCER�NG $DESIGN g CONSTRUCTION Wind Zone: 120 MPH !� OF 7 111-0" (ROOF) 12" OVERHANG — — 10'-0" (WALL)- 101-1115j1 PANEL LENGTH f GO BEAM WIDE x 02K N x lu PS GORE OomPO51T R F PANEL5 - 3" THK. x 4'2"x2"x0.045" N TOP OF -0" oLLow I 12° BOTTOM OF ROOF PANEL z a N z LU I O ox n r x 2"x2"x0.045" x 2"x2"x0.045" U o w FOLLOW HOLLOW1 r � N Oi O O m = I m TOP OF ill x2" OB I'x2" OB TOP OF NEW SLAB NEW SLAB all 211 101-0j1 10'-211 ELEVATION VIEW B 4 NOTE: (1). SEE SHEET 1 FOR STRUCTURAL COMPONENTS AND SPECIFICATIONS. (2). SEE ATTACHED SI-LEETS FOR STRUCTURAL CONNECTIONS AND DETAILS. Ref.: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms t7o,�. ler Florida Building Code Screen �001� i Scale Exposure: Biates 411 = II_o11 Importance Factor: 0.77 Elevation Structure Type: SCREENED >> » SHEET ENGINEERING g DESIGN g CONSTRJCTION Wind Zone: 120 MPH B/4 4 OF 7 11'-0" (ROOF) 10'-0" (WALL) 12" OVERHANG 10'-II�6" PANEL LENGTH BOTTOM OF COMPO-51 E ROOF PANELS - 3" THK. x 4'-0" WIDE x 0.024" SK N x I EPS CORE ROOF PANEL 12" 1 2"x2"x0.o45" HOLLOW TOP OF 2' BEAM a - z z z w o N 2 "x0.045" N m - � x o H LOW o o r - x �i U 2"x2"0.045" x x x ;0 Cz HOLLOW 36" DOOR S tl) cn K PANEL m TOP OF I"x2" Os >VxV OB LTOP OF NEW SLAB NEW SLAB 1" ►I 3'-0" 1' 41-q" -4'-q" 5.. 10'-211 ELEVATION VIEW 5 NOTE: (1). SEE SI-IEET 1 FOR STRUCTURAL COI"IPONENTS AND SPECIFICATIONS. (2). SEE ATTACHED SHEETS FOR STRUCTURAL CONNECTIONS AND DETAILS. Ref.: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms �juth iller Florida Building Code Screen Room FSHEET le aw Exposure: B Ass cures Importance Factor: 0.77Elevation Structure Type: SCREENED » >> ENGINEERING $ DESIGN g CONSTRUCTION Wind Zone: 120 MPH C/5F 7 HOST STRUCTURE N NEW CONCRETE SLAB o 1 SEE DETAIL FI/2 ON ATTACHMENT PAGE 5 FOR SECTIONAL VIEW OF SLAB FOUNDATION PLAN CONCRETE NOTES (1). COMPRESSIVE STRENGTH FOR CONCRETE FOOTINGS AND SLABS SHALL BE 2,500 POUNDS PER SQUARE INCH MINIMUM AFTER CURING, UNLESS NOTED OTHERWISE. (2). ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, UNLESS NOTED OTHERWI5E. (3). ALL SLABS SHALL BE REINFORCED WITH EITHER 6x6x10x10 WELDED WIRE FABRIC OR FIBER MESH, UNLESS NOTED OTHERWISE. FIBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH. (4). ALL SLABS SHALL BE POURED OVER A 6 MIL. (MIN.) POLYETHYLENE VAPOR BARRIER, UNLESS NOTED OTHERWISE. ALL JOINTS SHALL BE OVERLAPPED 6" (MIN.). JOINTS AND PENETRATIONS SHALL BE PROPERLY SEALED AS REQ'D. TO MAINTAIN BARRIER INTEGRITY. (5). BEARING SOIL 15 ASSUMED TO HAVE A VALUE OF 1,500 POUNDS PER SQUARE FOOT. IF SOIL OF THAT VALUE CANNOT OBTAINED, NOTIFY PROJECT MANAGER BEFORE PROCEEDING. (6). ALL CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE CODE NUMBER 318-89, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" NOTE: (1). SEE SL4EET 1 FOR STRUCTURAL COh'IPONENTS AND SPECIFICATIONS. (2). SEE ATTACI-4ED S✓4EETS FOR STRUCTURAL CONNECTIONS AND DETAILS. Ref.: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms t h iller Florida Building Code Screen Room I Scale Exposure: B 411 = I1_01ss ciates Importance Factor: 0.77 Foundation C. Structure Type: SCREENED SHEET ENGINEERING S DESIGN S CONSTR,CTiON Wind Zone: j2O MPH Plan 6 OF 7 120 MPH Wind Zone I PERA CE 7 98NE PER ASCE 7-98 City of Jacksonville FL. Buikiing Inspection Division T 1 • I ' J `l 20 I IN ` DUNLAP RESIDENCE LOCATED AT: � 1251 SELVA FARINA CIRCLE JACKSONVILLE, FLORIDA 32233 Gi)7 er Florida Building Code Screen Room Scale ,,, Exposure: B NONE iates Importance Factor: 0.77 Wind Zan e • Structure Type: SCREENED SHEET ENGINEERING $DESIGN g CONSTRUCTION Wind Zone: 120 MPH Location Plan / OF 7 SCREEN ROOMS REFER TO TABLE 203 FOR ALLOWABLE SPANS. CONCRETE FASTENING PER CONNECTION DETAILS BY LOAD CONDITION (TABLE 207) 4" NOMINAL PATIO SLAB W/ 6 X 6 X 10/10 W.W.M. OR SYNTHETIC FIBERS AND VAPOR BARRIER 0 0 WELL C Yo (COC ETEOMPACTED STRENGTH TOLBE MIN. OF 2,500 P.S.I.) Z~ D 'OLV d tl = d O= tl tl FOOTING DETAIL F1 (SCREEN WALL ON PATIO SLAB (ONLY) 2 ® COPYRIGHT 2002 NOT TO BE REPROCUCEC IN WHOLE OR IN PART WITHCUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Robert S.MwdKxw.P.E.(FL#11 955) CHAPTER: Z 51rucfurd Dcsign 1650 South Dixie Highway 2100 W. 761n STREET, SUITE 311 z Boca Raton,Fonda 33432PAGE: 5 OF: 46 HIALEAH. FLORIDA 33016 info@aaof.org OFFICE:(905)8223141 FAX:(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-8557 I REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS 2" X 3" COLUMN SHOWN SIZE COLUMN PER TABLE 102 SCREEN 3/8" 0 CONCRETE ANCHOR W/2" EMBEDMENT (MIN.) (TYPICAL) FASTENER 2" X 2" X 1/8" ANGLE EACH SPECIFICATIONS: ULTIMATE TENSION CAPACITY = SIDE 3 EACH #14 S.M.S. EACH 2,500#, WORKING TENSION CAPACITY OF 625#, SIDE (1" O.C. MIN.) WORKING SHEAR CAPACITY OF 1,000# 2" MINIMUM 0 • N 3" COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1 C1 LOAD CONDITION 1 — CONNECTION UPLIFT CAPACITY = 1,000# 2 SELECT FASTENING BY POST SPACING N T BLE 207 p M NOTES: 1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION. 2) COLUMN SIZE TO BE DETERMINED BY TABLE 203 BY WIND ZONE 3) 2 EACH X 3/8" 0 BOLTS (OR, 1 EA. 5/8" 0) MAY BE SUBSTITUTED FOR THE 3 EACH #14 S.M.S. (2 THRU BOLTS REPLACE 6 SCREWS) 3) CONCRETE ANCHOR SPECIFICATIONS: ANCHOR "A" (CLOSEST TO EDGE) IS 3/8"0 X 3" LONG W/ 2" EMBEDMENT, ANCHOR "B" IS FARTHEST FROM EDGE AND IS 3/8"0 X 3" LONG W/ 2-3/4" EMBEDMENT ANCHOR "A" MUST CONFORM TO SPECIFICATIONS LISTED IN DETAIL C1, SUPPLEMENTAL CONCRETE ANCHOR ("B") SPECIFICATIONS: MINIMUM ULTIMATE TENSION CAPACITY OF 2,800#; MINIMUM WORKING TENSION CAPACITY = 700#; & MINIMUM WORKING SHEAR CAPACITY = 1,000# © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: Z R015W S.Monsour,P.E.(FL811M) 1650 South Dixie Highway 5f�uc}uroi Deign Boca Raton, Florida 33432 2100 W. 76th STREET, SUITE 311 Z info@aaof.org PAGE: 9 OF: 46 MIN.EAM, FLORIDA 33016 OFFICE:(305)822-3141 FAX(305)822-3161 VOICE:(561)362-9019 FAX:(581)39-5-8557 1 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms COLUMN (SIZE PER TABLE SCREEN ROOMS 203 BY WIND ZONE) 2" X 3" X 5/16" ANGLE 2" LONG BOTH SIDES 3 EACH #14 S.M.S. EACH (LOAD CONDITION 2 ONLY) PER CONCRETE ANCHOR (3/4" O.C. MIN.) Z 3/8" 0 CONCRETE ANCHOR W/2-3/4" EMBEDMENT (MIN. TYPICAL) Q 1" X 2" OB SOLE PLATE 2"X2"X1/8" ANGLE EACH SIDE Q O EDGE OF CONCRETE SCREEN TOP VIEW NOTES: COLUMN TO CONCRETE FASTENING 1) COLUMN SHOWN IN 2" X 6" WITH 4 CONCRETE ANCHORS 2) ANGLES PLACED UPON 1X2 OB MAY BE 1/8" 3) ANGLE PLACED UPON FOUNDATION REQUIRES 5/16" 4) REFER TO DETAILS C1 & C2 FOR CONCRETE ANCHOR SPECIFICATIONS. 5) THIS VIEW TYPICAL OF BEAM SUPPORT POSTS, ANGLES AND FASTENERS AT BACK OF POST VARY BY LOAD CONDITIONS AS SHOWN ON TABLE 212. ' 2, SCREEN COLUMN (SIZE PER TABLE 203 BY WIND ZONE) 3/8" 0 CONCRETE ANCHOR 2"x2"x1/8" ANGLE EACH SIDE W/2" EMBEDMENT (MIN.) (TYPICAL) 3 EACH #14 S.M.S. EACH SIDE (3/4" O.C. MIN.) 1" X 2" OB SOLE PLATE r je 71AT o° 4 G 4 a 2500 PSI 1/"0 X 2k" LONG 2 EACH #10 S.M.S. X 1-1/2" CONCRETE APPROVED CONCRETE LONG INTO SOLE PLATE ANCHORS ® 24" O.C. (TYPICAL) SCREEN FACE ELEVATION C7 COLUMN TO CONCRETE FASTENING 2 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Robert S.Mm mff.P.E.(FL#11955) CHAPTER: 2 1650 South Dixie Highway "}rucfwa/Deign Bop Raton,Florida 33432 2100 W. 76th STRM* SOME iii Z PAGE: 10 OF: 46 HALEAH. FLORIDA 3}016 info@aaof.org OFFICE:(305)822-3141 FAX:(305)822-3161VOICE:(561)362-9018 FAX:(561)395-0557 REVISION: January 2,2002 I Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS Fastening Details/Carrier Beam Foundation Connections Table 212 Carrier Beam Load Des' nations Particulars a NMnimum Post Size Connecting les: Thickness v Length m Concrete Anchors: Diameter n Embedment Q Spaci "Dist") ' Connection Ca c 1,000 USE LARGER OF MINIMUM PER LLENGTH (OR KICKPLATE) TABLE ABOVE AND TABLE 203 ANGER TABLE) 2"X3"ANGLE EACH SIDE (LENGTH & THICKNESS PER TABLE) -- FOR ALL ELEMENTS OF 'A' BOLT TO POST W/ 3 EACH 1/2"0 REFER TO DETAILS C1 / C2 OR 4 EACH 3/8"0 BOLTS CONCRETE ANCHORS PER TABLE ABOVE 2" MINIMUM w wo _ LU) v CV O Q o] a 0 w 'Dist' 3" B A COLUMN / FOUNDATION FASTENINGS FOR BEAM SUPPORT POSTS NOTES: 1) THIS DETAIL TO BE USED FOR INTERMEDIATE BEAMS AND/OR CARRIER BEAMS IN SCREEN ROOMS. 2) MINIMIM COLUMN FOR THIS CONNECTION BY TABLE ABOVE. 3) COLUMN SIZE TO BE DETERMINED BY TABLE 203 BY WIND ZONE 4) FASTENING AT 1X2 (MARK 'A') REFER TO DETAIL C1 OR C2. © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Robert S.Monwur,P.E.(FL O 11965) 1650 South Dixie Highway CHAPTER: 2 5frucfurol Deign Boca Raton, Florida 33432 2100 W. 76th sTRMT, SUITE 311 InfO�eaof.org PAGE: 11 OF: 46 30 H04YM, FLORIDA 316 0 OFFICE:(3D5)W-3141 FAX:(305)M-3161 VOICE:(561)362-9019 FAX(561)396-8567 REVISION: Janusw'y 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS -----1" X 2" OB 0 PERIMETER NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/4"0 X 21/4" LONG Lj CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER 1" X 1" X 1/16" ANGLES 2" LONG WITH 2—#8 X 1/2" w LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP V) & BOTTOM) zw a 4 d HOST STRUCTURE ELEMENTS< d 44 d a 4 d v d 4 d CONNECTION WITH EXPOSED FASTENERS j . 1" X 2" OB ® PERIMETER REFER TO NOTE #1 — THIS SHEET 2— # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) x Z REFER TO NOTE #1 — THIS SHEET (.r) Ld HOST STRUCTURE �LEMENTSa d .d a v d Q Q d Q d d a 4 d a CONNECTION WITH CONCEALED FASTENERS PARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNECTIONS C3 2 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Robert S.Morreour,P.E.(FL#11955) CHAPTER: 2 .�' 1650 South Dixie Highway 51rudurol Dc�ign Boca Raton Florida 33432 2100 W. 76th STRM, StrrTE 311 Z PAGE: 12 OF: 46 MIALflH, FLORIDA 33016 info@aaof.org OFFICE:(305)822-3141 FAX(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-8557 [REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS x 1" X 2" OB ® PERIMETER FASTEN PER NOTE #1 2 „' 2" X 2" HOLLOW HORIZONTAL (GIRT). Lai � ., . , r ' G✓ 4-- U) —p 1" X 1" X 1/16" ANGLES M 2" LONG WITH 2— #8 X 1/2" LONG S.M.S. AT EACH LEG. (TYPICAL TOP & BOTTOM) CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1. C z 2" X 2" HOLLOW HORIZONTAL (GIRT). Lj w NOTE #1: USE 1/a"0 X 3" LONG LAGS INTO WOOD HOST AND 11"o X 21/" LONG M CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER V r 0 2— # 10 S.M_S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES b OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS /2" X 2" GIRT TO 1" X 2" CONNECTIONS 2 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Robert S.Monsour,P.E(FL t 11855) 1650 South Dixie Highway Sfrucfuro/DcSign Boca Raton,Florida 33432 13 2100 W. 76th STREET, SURE 311 PAGE: OF: 4B HWIM FLOWS 33016 info@aaof.org OFFICE:(305)822-3141 FAX:(305)822-3161 VOICE:(561)962-9019 FAX:(561)395.8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS 1" X 1" X 1/16" ANGLES 4 2" LONG WITH 2— #8 X 1/2" LONG I S.M.S. AT EACH LEG. I (TYPICAL EACH SIDE, TOP & BOTTOM) 2" X 2" HOLLOW HORIZONTAL (GIRT). Y HOLLOW UPRIGHT. ' 1 CONNECTION W/EXPOSED FASTENERS 2— # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) 2" X 2" HOLLOW HORIZONTAL (GIRT). ,A SELF MATING POST OR HOLLOW POST. CONNECTION W/CONCEALED FASTENERS PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS C5 2 C COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Robert 5.Monsar,P.E.(FLO 11W) 1650 South Dixie Highway 5/ruc/Ural Design Boca Raton,Florida 33432 2100 W. 76th SMMT. SUITE 311 Z PAGE: 14 OF: 46 HIALEAH. FLORIDA 33016 info�aaof.org OFFICE:(305)822-3141 FAX:(305)822-3161 Rc VOICE:(561)362-9018 FAX:(561)395-8557 I REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS ROOF PANELS (SELECT PER TABLE 201) (4)—#10 X 4" S.M.S. INTO SCREW BOSSES 2" X 2" X.045" CONTIN UOUS HOLLOW POST Ll HOLLOW POSTS W/ 2" X 2" HEADER ROOF PANELS (SELECT PER TABLE 201) --- - - - - - _ - - � %—(4)-#10 X 4" S.M.S. INTO 2" X 2" X.045" CONTINUOUS7 SCREW BOSSES SELF-MATING POST---� SELF-MATING POSTS W/ 2X2 HEADER POSTS TO SIDE WALL HEADER CONNECTIONS C6 (PARTIAL ELEVATIONS @ SCREEN FACE) 2 @ COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC_ ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Robert S.Monsour,P.E.(FL A 11955) 1650 South Dixie Highway Structs;ial T�eSign n Boca Raton,Fiorida 33432 2100 W. 76th STREET, SUITE 311 '11 1� z PAGE: 15 OF: 46 HIAI. H, FLORIDA 33016 G. info@aaof.org FA RoR1�� OFFICE:(305)822-3141 FAX:(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS � I 3 I 1" X 2" OB (SIDE WALL) zi #10 S.M.S. X 1-1/2" LONG 0 24" O.C. LU I ' 2- # 10 S.M.S. FROM INSIDE FACE OF M I k 1" X 2" OB INTO SCREW SPLINES OF 3 I 1" X 2" OB (1" EMBEDMENT MINIMUM.) 0 SEE PLAN VIEW BELOW o i ANCHORS TO FOUNDATION (REFER TO DETAILS C3 & C4) iv I X I C14 - d 4 d . I=OUND.ATON , a d d C d A D . 4 .'. a 4 d 4 EXTERIOR CORNER DETAIL C8 (PARTIAL ELEVATION) 2 J W J U • Q Q � W W Z Q W U5 W U Ln 2" X 2" X 1/8- ANGLE W/ 1-1/2" LONG #10 ® #14 SMS AND !4"0 X 21,4" S.M.S_ 0 24" O.C. (TYP.) LONG CONCRETE ANCHOR 1" X 2" (OB)W/ 1-1/2" LONG #10 S.M.S. 0 24" O.C. (TYP.) (ROOF BEARING WALL) ® 2" X 2" HOLLOW (SCREEN FACE) EXTERIOR CORNER DETAIL CS (PLAN VIEW) 2 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Robert S.Monamr,P.E.(FL a 11955) CHAPTER: 2 5frucfural Deign 1650 South Dixie Highway Boca Raton, Florida 33432 2100 W, 76th STREET, SurrE all Z PAGE: 16 OF: 46 HIAL.EAH FLORIDA 33o16 info@aaof.org OFFICE:(305)822-3141 FAX:(305)822-3161 VOICE:(561)362-9019 FAX:(561)39548557 1 REVISION: January2,2002 L_ Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS 1/8" ANGLE BRACKET WITH ), (9) #14 X 3/4" S.M.S. TO WALL MEMBERS. o ° o °o 0 0 0 0 0 f*\ ° o o O 5/16"AEYE—BOLT WELDED 0 O CLOSED WITH DOUBLE NUTS. O DOUBLE COMPRESSION SLEEVES 1/8" STAINLESS STEEL CABLE CUT FROM 1" X 5" ANGLE C9 2 DETAIL C9 STEBELSCABLE ' S 2 1/8" STAINLESS STEEL CABLE. DOUBLE COMPRESSION SLEEVES C10 THIS CLIP MAY ALSO BE 2 USED ON SIDE OF 3" A.S.T.M. A-36 STEEL CONCRETE SLAB. MAINTAIN TYPICAL WALL ELEVATION CLIP WITH 2-3/8" X 3" 2" MIN. EDGE DISTANCE 1/8" STAINLESS STEEL CABLE SLEEVE ANCHORS TO CONCRETE DECK. DOUBLE COMPRESSION DETAIL (ALTERNATIVE 1) C10 SLEEVES 2 "EACH WALL NOT LATERALLY SUPPORTED BY HOST STRUCTURE MUST BE CABLED — TABULAR VALUES REPRESENT WALLS PERPENDICULAR TO CABLED WALL FOR NUMBER OF CABLES REFER TO TABLE 211 N 3/8" SLEEVE o ANCHOR. FLAT4BAR 5/8"x1/8" 0 DETAIL (ALTERNATIVE 2) C10 2 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Roben&Moroour,P.E.(FLO11955) 1650 South Dixie Highway 51ructuiol Deign Boca Raton, Florida 33432 2100 W. Feu, STREET, SUITE 311 PAGE: 17 OF: 46 HIALEAH. FLORIDA 33016 info�aaof.org OFFICE:(305)822-3141 FAX(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms In O 0 X N U II I X J II i to W N vC14O0m O F J QLLI L'i Wz ---- ---- -- --- — 0_ W Ow U LL. u' n IOf CL Z W n -- {n II -- ----------------- — — LLI w r-1 n 1 N I ? ICY- C) ` N n I J n ? N Q n I 11 I I t is• V) W vi Cn VW) vim) �) 0 W o I L JQ o � 3 z XLLJ Q Q LLJ O U W w ii i� w LU W N 1! 1I z Q cn X U) o n II J N II I Z Z J II I \/ Q M II I D_ Q 11LL- I II f W 0 I I I z �... O W II I O -w n I u i w II LL u i ---------------- I I i 11 1 u u � u n W II it II II 0 0 1? II ■ II II I I 11 W II II d' O V O Q X N W X N © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Robert S.Monson,P.E-(FL N 11955) 1650 South Dixie Highway 5ticictwcz�Design = Boca Raton,Florida 33432 2100 W. '6„' STREET, SUrTE 311 info@aaof.org PAGE: 19 OF: 46 HIALEAH, FLORIDA 33016 �G' OFFICE:(305)8M-3141 FAX(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS 1/4" 0 THRU BOLT W/ 1-1/4" 0 WASHER ® 12" O.C._(TYPICAL) 0 O: lT0 _0o- 000 OO 00 7 2" X 2" X 1/8" ANGLE W/ #12 COMPOS TE ROOF PANEL SMS ® 6" O.C. (TYPICAL) (SELECT FROM TABLE 201) BEAM SECTION ROOF PANEL FASTENING DETAIL#2 (COMPOSITE PANELS) © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Robert S.W"vmr,P.E.(FL 011955) 1650 South Dixie Highway 5iructurol De-nrgn Boca Raton, Florida 33432 2100 w. 76th STREET, SUITE 3110 PAGE: 30 OF: 46 Mw fwFLORIDA, FLORI33016 info@aaof.org OFFICE:(305)822-3141 FAX:(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms r , SCREEN ROOMS C WHERE PROXIMITY OF HOST EAVE PROHIBITS INSTALLATION OF FASTENER INTO TOP OF PANEL, FASTEN PANELS BOTTOM W/ 6 EACH #14 SMS PER PANEL (THIS APPLIES ONLY TO MAXIMUM ROOF PANEL SPAN OF 12' AND A ROOF HEIGHT OF 8', ALL OTHER APPLICATIONS EXISTING FASCIA-- REQUIRE SITE SPECIFIC ENGINEERING) d 'EXISTING MASONRY c OR WOOD FRAMED 0 0 HOST STRUCTURE t07 0 o Q o O° O O 0 o O 0 ° PERIMETER WALL o 0 000 o n ° EXTRUDED OR BRAKE—FORMED #14 SMS 10" ON CENTER d (.032" MIN.) ROOF HEADER (A.K.A. THRU RECEIVING CHANNEL a RECEIVING CHANNEL) WITH VO X INTO PANEL TOP AND BOTTOM 21,x" LONG LAG SCREWS FOR LUMBER HOST 1 PER STUD — 3/8"0 X 21h" LONG MASONRY SCREWS FOR MASONRY HOST ® 16" O.C. COMPOSITE ROOF PANEL CONNECTION TO HOST WALL © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: Z Robert S.Mons=.P.E.(FL 0 11 9M) 1650 South Dixie Highway 5f(ucfura/Deign *010E: Boca Raton,Florida 33432 2100 W. 76th Salt. SurrE 311 PAGE: 31 OF: 46HLALE FLMOA 33015info@aaof.orgOFFICE:(305)822-3141 FAX:(305)822-3181 V (561)362-9019 FAX:(561)395-8557 REVISION: January 2,�2�002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms U L 12 2002 City of Atlantic Beach Building and Zoning City of Atlantic Beach • 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE I '"� JOB ADDRESS 19 .51 se if✓r, ('la ri ra Gi r1 APPLICANT I Vii 0. ki 1 A jp ADDRESS 10-2s ) 5 e- ) VA rn a r t n o� Gtr PHONE: 241 - 3776 Par c- LEGAL DESCRIPTION: BLOCK NUMBER I LOT NUMBER a 4-ag ZONING DISTRICT Set&L -VAi 1 CONTRACTOR �erra !d /F. �p�l7hw.i I I Pr STATE LICENSE NUMBER CG C ��/��� ADDRESS !�#� #arRf& /)cl PHONED�7— 7 3,9— 72 k3 CITY JQSD/t U! 1/� STATE �L ZIP �j of o�J FAX 7, (p — ?a G DESCRIBE PROPOSED USE AND WORK TO BE DONE 5C re-eh ert G l O3Lc r 2 PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTIONa�� i Is this an addition? If yes,what are the dimensions of the added space: feet by�r— feet Will the added area be heated and cooled? �y�� New electrical or increase in service?„c�jx C AA x,4_e New plumbing fixtures? New fireplace? — New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? A10 If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 02/2W2 STEP S. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) compete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic b" 32233 Telephone.(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. L Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT `INFORMATIO ROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APP ICATION AND KNOW THE AME T8 BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTO DATE dZ ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME 0.h &V._ Ie l�(.c er �- ,Ss-D c MAILING ADDRESS o2 rf PHONE &D—Pi a 11, 3 FAX ��3a— a% E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF Ski', ( STATE O , A, COJiI t�Il��trT ,� Notary Public- State of Florida MyCn'"B61DnE'�'��'2.�e NOTARY'S SIGNA Commission # DD114392 ' i Bonded By National Notary Assn. AS TO OWNER: v Personally known ti Produced identification ;�:"'M,, JOANN M. BUTLER Type of identification produced Notary Public-State o Florida My� Eames May 2,20M 'O} Commission / DD114392 " ,9;,�i�•' ` Bonded By National Notary Assn. AS TO CONTRACTOR: Personally known Produced identification Type of identification produced '_/28/02 DEPARTMENT OF PUBLIC WORKS Building and Zoning Inspection Division �q KSONV . HOMEOWNER ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is .; being permitted. F " Type A: An enclosure with glass windows, insulated walls, with or without heat/air conditioning is considered an addition by the code. This type enclosure has certain structural requirements, ' f requires footings and has certain electrical requirements. Type B: A screen enclosure or an enclosure with vinyl windows, is not considered an addition, and has different structural and electrical requirements. If you are installing a Type B enclosure, it may be difficult to later retrofit to Type A. I 1 'R o-1p, l in have read the above, and am aware I am installing a Type (homeowner) A B (check one) enclosure. Signature k A �) (homeowner) (Date) (Notary) (Date) My Commission Expires: ��a —(� Y"w.,,,,- N Jotvy OANN M. Bublic- UTLER of F WWa • MY Commieeion EA*W May 2.2008 1�.,.� Commission ! DD114392 "'SAT. Bonded BY National Notary Assn. AUNEWACM AREA CODE 904 / 630.1100 / 220 E. BAY STREET / JACKSONVILLE. FLORIDA 32202-3401 ''II�1 J Book. 10567 Page 1271 nAIN. R ! NOTICE OF COMMENCEMENT _)i�)''Il It 1L � (PREPARE IN DUPLICATE) Permit No, Tax Folio No. J., State ofAAf er County of i, To whom It may concern: w, The undersigned hereby Informs you that Improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes, the following Information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: kilt- Address of propbeing improve erty d: a�� G - a 3aa3. I r F� General description of improvements: ­d-('A 0,e.,,j 3�,a,' tri •i i Owner f Ik #. ,, :r j', Address y , f _� l Owner's interest in site of the improvement c4v <u ,, .,J�o I' i Fee Simple Titleholder (if other than owner)�� Name Address Ali- Contractor Jerry Guthmiller Address_ 9042 Hartley Road Jacksonville, Florida 32257 Phone No. 904-732-7263 Fax No. 904-7" 2-7`6a Surety(if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements, Name Address Phone No, Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill In at Owners option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the',date of recording unless a I different date is specified): I THIS SPACE FOR RECORDER'S USE ONLY WNER Signed: Date: Before me this a day of r in the County of Duval, State of Florida, has personally appeared Q:11 "Vl� z �'�'�'►-'N Nota ublic at Large, State of Florida, COU7 of Duval c'a-zip c'um'W00 -�= oo %400 My commission expires: _ •_ o�— y fy Ch a �_a yw Personally Known or N Produced Identification co u] N ,r.. � •.,, JOANN M. BUTLER c o - Notary Public - State of Florida My Commission Dwes May 2,2008 � Commission 8 DD114382 (, Bonded By National Notary Assn. Jun •28 . 2002 11 :54AM THE GARDNER GROUP No •5841 N 2/2 1V/ &Uf LJ.JO lo.uo 904—��o^r�,,�y PRESTIGE BUILDErSrax 01 MAP SIiowING FFORIOA, NOARY SURVEY OF LOTS 28 AHO 29, MEYT MDSE PARTS OF LOTS 28 A1A1 Z9 LYIN6 50UTH Of A LINE 59.5 UEET T 1, AStREQMFO34 FLAT BOOKPARALLEL T0 TeE 23, I1AGEU4 OFiTOE CURREKTLOT PUFLIC RECORPSALL IN 80f WYALSELVA VWNTf+ARIt1a FOR; }loxard G_ i Llnd4s L. Dunlap w S y K P .� Iy � • .r !� • a 1 i 1 .I n 'v 1 .ao . u 14 g441�N /spa- ;t At143 a t Q T NsN1� y i LEO NO C_J Ej 0 RAY, COUR50N d AS MV11YO[S �uMtMos�Asco at •� •a..tv lobt PJ PROFESSIONAL LAND BUAYE`IOR3 +� r 38 CAST ItIt $*"CT ►MOKRTT sNOR11 11 EN[O11 Litt MITWX/LOOC �O CV C Z7 sOMl�B FAR 0,L.M.A.FLOW RATE MAR T _ ( P. 0. set ISMO ?-`BILA +, 4ACK80KYILLt. FLA. IZZ06 O lGT 149m ►IM at III[ 8r SlEl' 11tOR /1M 011 IIF[ � to.•3!3-iATa O [[T �YO![TI Y011W1t11T �— ■ /OV110 a0Rg11tTt ,tQ11VY[MT —' C) 1 MSRUT C6BT1►T Th[NrOnrAT10M O['IpT(b MERLON TO Tl[ A uT Iro00 MLI■ A 'VA':x OOMIL.AI►Ct'gHTM ILORIOA sTATLY[l, tMAlT[R AT[, AMA X GROtt-CUT 011 0*I0,L MOLL 10 CONORtTI +` YO Ut[T,OR[7�Cf:t O, T_ MMllA4Y 7LL 1M 1 VAIISAAOs .rte IDR L►R0 IuAV0 {� IL o ATUTtt CMA7Tti11 tlMk-8. ,..,mac- OATE 'a-z�'er ARO OEAtSIA iT T 0 A L/ 180-} i08 110.�..r c� touTladkv Y4�✓ JobsiRE@E14V.1,Wz is 9 1251 SELVA MARINA CIRCLE JACKSONVILLE, FLORIDA 32233 (ATLANTIC BEACH) HomeowneA 12 2002 LINDA DUNLAP Contr(Mtigr:pf Atlantic ReacUJTPMILLER 4 ASSOCIATES dba FIRST COAST RAINGUARD - Design6ullding and Zoning H. LEVERITT Date: 07-10-02 Overall Dimensions: Width: 12'-0" _ Projection: 10'-0" Height At: Roof Attachment: 8'-0" _ Bearing Wall: - 71-7" Roof Attachment: XHost Wall El Hoot Facia (Projection) El Bearing Wall Roof Panel Clear Span Dimension. 0 (W-2' ALLOWED BY TABLE) (Table 201, pp. 36-37 (A.) Roof Material: ©Composite Panel - Width: 4'-0" x Thickness: 3" Skin Thickness: 0.024" Core Density: 1 LB. EPS (Lb. (C.) Bearing Roof Support Beam able 202, pp. 38-43) 3 Beam Load Width (Spacing = 1/2 Span + Overhang): _ 6'-0" CD Allowable Post Spacing (From Table): 6'-1" Selection: 2"x2"x0.045" HOLLOW Ln (D.) Bearing Wall Post Spacing: 6'-0" MAX. (Table 203, pp. 38-43) N Wall Height: 7'-7" (81-11" ALLOWED) Selection: 2"x4"x0.045" SNAP CD CD Non-Bearing Wall "A" Post Spacing: 5'-0" MAX. (Table 203, pp. 38-43) cn Wall Height: 8'-0" MAX. Selection: 211x4"x0.045" SNAP 3 0 Cl L2 N (E.) Foundation and Post Connection Detail Tables 2 5 an 6, Page 6 CD / X. Detail F1 E]Detail F2 Detail F3 C•I Detail F4 C Detail F 0 CN 01 Posh Load Con Itio a e age 5 : 11 Detail Cl) O 2 (Detail C2) (F.) Wall Cable Bracing (Table 211 , Page 46) 0 0 Wall Mark Exposed Area (Sq. Ft.) Bracing PLO airs: ELEVATION A/3 77.92 SQ. FT. I PR. En En 3 ELEVATION A/3 77.92 SQ. FT. 1 PR. i I I I � O Ref.: AAF Guide to Aluminum Construction in High Wind Areas - Chapter 2 Screen Rooms O Guthm�ller Florida Building Code Screen Room Scale an° NONE � ssociates Importance Factor: 0.77 Technical S p e c i f i c a t i o n N • Structure Type: SCREENED SHEET M ENGINEERING$DESIGN $CONSTRUCTION Wind Zone: 120 MPP Sheet 1 OF 7 Approval Date: 121-211 (NEW SLAB) — C B 5 4 POST STRUCTURE I I -- 4— ii II III „I III I,I III I,I ill iii I III ill Q LU III Q 8 Ow a �I 3 w III �Q � O N III III O i � III III O III III III III I SII III IIS III 111 III III I I III -_�_- ----- ------_�±_ A � 3 - --12" OVERHANG OVERHANG 12 12'-0" (WALL) OVERHANG 14'-0" (ROOF) OVERALL PLAN NOTE: (1). SEE SHEET 1 FOR STRUCTURAL COMPONENTS AND SPECIFICATIONS. (2). SEE ATTACPIED SHEETS FOR STRUCTURAL CONNECTIONS AND DETAILS. Ref.: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 1 / Screen Rooms Guth iller Florida Building Code Screen Room I Scale "idAssociates \ Exposure: 5 4" = 1'-0" Importance Factor: 0.77 Overall �. Structure Type: SCREENED SHEET ENGINEERING $DESIGN S CONSTRUCTION Wind Zone: 120 MPH Plan 2 OF 14'-0" (ROOF) 12" OVERHANG 12'-0" (WALL) 12" OVERHANG HOST STRUCTURE WALL ON FAR SIDE G MP ITE ROOF PANELS - 3" TNK. x 4'-0" WIDE x 0.024" SKIN x I# EF5 CORE 2"x2"x0.045" POLLON TOP OF BEAM e o S o QV o P x r r 2"x2"4.045" o 2"x2"x0.045" - POLLON 9G HOLLON I x2" os i"x2" 08 LTOP OF NEW SLAB EQUAL EQUAL SPACE SPACE 2" 12'-0" (NALL) 2" 12'-4" (NEW SLAB) ELEVATION VIEW 3 NOTE: (1). SEE SHEET 1 FOR STRUCTURAL COt-1PONENTS AND SPECIFICATIONS. (2). SEE ATTACHED SHEETS FOR STRUCTURAL CONNECTIONS AND DETAILS. Ref.: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms Guth iller Florida Building CodeScreen Room 1 Scale anExposure: B 4 = 11-0111 eAssociates Importance Factor 0.77 E l Elevation l O n - — / �. Structure Type: SCREENED >> » SHEET ENG,N ER h g DESIGN g COUSTRUCT,CN Wind Zone: 120 MPH A/3 3 OF 7 11'-0" (ROOF) 12" OVERHANG — 10'-0" (WALL) I 10'-1116" PANEL LENGTH GOf'IPOSIT R F PANELS - 3' TNK. x 4'-0" WIDE x 0.024" SKIN x I# PS GORE BOTTOM OF TOP OF 2"x2'x0.o45° uOLLOW I 12" BEAM 2 ROOF PANEL a z z z N m N m O r W 1 o x o N Ln 1� x 2"x2"x0.045" x 2"x2"x0.045" U o 1 HOLLOW HOLLOW ap r � O O O 1 � 1 n M TOP OFI"x2" 08 i"x2" oB TOP OF NEW SLAB JI NEW SLAB IX 2" 10' 101-211 ELEVATION VIEW a 4 NOTE: (1). SEE SHEET 1 FOR STRUCTURAL C0I"1PONENTS AND SPECIFICATIONS. (2). SEE ATTACHED SHEETS FOR STRUCTURAL CONNECTIONS AND DETAILS. Ref.: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms Ainc iller Florida Building Code Screen Room oo m Scale anciates Exposure: B 4" = 1'-0 " Importance Factor: 0.77 EleVatlonG � Structure Type: SCREENED_ »p » SHEET g B ; ENGINEERING DESIGN CONSTRUCTION Wind Zone: 120 MPP �4 4 OF 7 11'-0" (ROOF) -10'-0" (WALL) 12" OVERHANG -10'-11��" PANEL LENGTH COMPOS M1FJEL5 - 3" TNK. x 4'-0" WIDE x 0.024" SK N x I EPS GORE BOTTOM OF 1 2"x2"x0.045" HOLLOW TOP OF ROOF PANEL 2' BEAM MEW M' a a a z z z 0 o N 2 °x0.045" oN o H LOW o x o 2"x2"x0.045" HOLLOW " 36" DOOR " uD 1- 1- O O � in m K PANEL TOP OF 1"x2" OB1"x2" oe TOP OF NEW SLAB NEW SLAB XK III-1- 4'-9" 101-01- 2" 10'-2" ELEVATION VIEN 5 NOTE: (1). SEE SHEET 1 FOR STRUCTURAL COI"IPONENTS AND SPECIFICATIONS. (2). SEE ATTACHED SHEETS FOR STRUCTURAL CONNECTIONS AND DETAILS. Ref.: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms tAjn�. iller Florida BuildingCode Scale Exposure: 5 Screen Room 4" = I,-0„ ciates 0.77 Elevation SHEET Importance Factor: Structure Type: SCREENED ENGINEERING DESIGN S --ONSTRJCTiON Wind Zone: 120 MPH C/5 5 OF 7 MEN= - -NEW N CONCRETE SLAB o 1 I SEE DETAIL FI/2 ON ATTACHMENT PAGE 5 FOR SECTIONAL VIEW OF SLAB 12'-4" - � FOUNDATION PLAN CONCRETE NOTES (1). COMPRESSIVE STRENGTH FOR CONCRETE FOOTINGS AND SLABS SHALL BE 2,500 POUNDS PER SQUARE INCH MINIMUM AFTER CURING, UNLESS NOTED OTHERWISE. (2). ALL REINFORCING STEEL SHALL BE A5TM A615 GRADE 60, UNLESS NOTED OTHERWISE. (3). ALL SLABS SHALL BE REINFORCED WITH EITHER 6x6x10xI0 WELDED WIRE FABRIC OR FIBER MESH, UNLESS NOTED OTHERWISE. FIBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH. (4). ALL SLABS SHALL BE POURED OVER A 6 MIL. (MIN.) POLYETHYLENE VAPOR BARRIER, UNLESS NOTED OTHERWISE. ALL JOINTS SHALL BE OVERLAPPED 6" (MIN.). JOINTS AND PENETRATIONS SHALL BE PROPERLY SEALED AS REQ'D. TO MAINTAIN BARRIER INTEGRITY. (5). BEARING SOIL 15 ASSUMED TO HAVE A VALUE OF 1,500 POUNDS PER SQUARE FOOT. IF SOIL OF THAT VALUE CANNOT OBTAINED, NOTIFY PROJECT MANAGER BEFORE PROCEEDING. (6). ALL CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE CODE NUMBER 318-89, "BUDDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" NOTE: (1). SEE SI-IEET 1 FOR STRUCTURAL COMPONENTS AND SPECIFICATIONS. (2). SEE ATTACHED SHEETS FOR STRUCTURAL CONNECTIONS AND DETAILS, Ref.: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms GAd filler Florida Building Code Screen Room 1 Scale ,,, Exposure: B ss ciates Importance Factor: 0.77 Foundation 4" = 1'-0" �. Structure Type: SCREENED SHEET ENCINEER,NG S DES:GN �CONSTRUCTION Wind Zone: 120 MPH Plan 6 OF 7 120 MPH Wind Zone �F---120 MPH WEND UNE PER ASCE 7-98 City Of Jacksonville FL. BLAI ing Inspection Division K 1 120 t I T 1 +120 i N t t t t o.+.M w.�.W iwn IaClmm l _ /J DUNLAP RESIDENCE LOCATED AT: 1251 SELVA MARINA CIRCLE—J JACKSONVILLE, FLORIDA 32233 Guthiller Florida Building CodeRoomScale and Exposure: B Screen NONE Ass Iciates ;mportance Factor: 0.77 Wind Zone /nc. Structure Type: SCREENED SHEET ENGINEERING 8 DESIGN �CONSTRUCTION Wind Zone: 120 MPH Location Plan 1 7 OF 7 SCREEN ROOMS REFER TO TABLE 203 FOR ALLOWABLE SPANS. CONCRETE FASTENING PER CONNECTION DETAILS BY LOAD CONDITION (TABLE 207) 4" NOMINAL PATIO SLAB W/ 6 X 6 X 10/10 W.W.M. OR SYNTHETIC FIBERS AND VAPOR BARRIER 0 o ON WELL COMPACTED SOIL. 0 0 (CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.) o -A o OW O= a v FOOTING DETAIL F1 (SCREEN WALL ON PATIO SLAB (ONLY) 2 I © CORYR GHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Robert S.Monsnx,P.E.(FL*11955) 1650 South Dixie Highway 51rucfurol Design Boca Raton, Florida 33432 2100 W. 76th STREET, SUITE }11 info@aaof.org PAGE: 5 OF: 46 HIA:EAH, FLORIDA 7.3016 � OFFICE:(305)822-3141 FAX:(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS 2" X 3" COLUMN SHOWN SIZE COLUMN PER TABLE 102 SCREEN 3/8" 0 CONCRETE ANCHOR W/2" EMBEDMENT (MIN.) (TYPICAL) FASTENER 2., X 2" X 1/8" ANGLE EACH SPECIFICATIONS: ULTIMATE TENSION CAPACITY = SIDE 3 EACH #14 S.M.S. EACH 2,500#, WORKING TENSION CAPACITY OF 625#, SIDE (1" O.C. MIN.) WORKING SHEAR CAPACITY OF 1,000# If- 0 0 0 2" MINIMUM 04 • 3" COLUMN !FOUNDATION FASTENING FOR LOAD CONDITION 1 C1 LOAD CONDITION 1 — CONNECTION UPLIFT CAPACITY = 1,000# 2 SELECT FASTENING BY POST SPACING T BLE 207 u NOTES: 1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION. 2) COLUMN SIZE TO BE DETERMINED BY TABLE 203 BY WIND ZONE 3) 2 EACH X 3/8" 0 BOLTS (OR, 1 EA. 5/8" 0) MAY BE SUBSTITUTED FOR THE 3 EACH #14 S.M.S. (2 THRU BOLTS REPLACE 6 SCREWS) 3) CONCRETE ANCHOR SPECIFICATIONS: ANCHOR "A" (CLOSEST TO EDGE) IS 3/8"0 X 3" LONG W/ 2" EMBEDMENT, ANCHOR "B" IS FARTHEST FROM EDGE AND IS 3/8"0 X 3" LONG W/ 2-3/4" EMBEDMENT ANCHOR "A" MUST CONFORM TO SPECIFICATIONS LISTED IN DETAIL C1, SUPPLEMENTAL CONCRETE ANCHOR ("B") SPECIFICATIONS: MINIMUM ULTIMATE TENSION CAPACITY OF 2,800#; MINIMUM WORKING TENSION CAPACITY = 700#; & MINIMUM WORKING SHEAR CAPACITY = 1,000# © COPYRIGHT 2002 NOT TO 8E REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, MC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: Z Robert S.Moroour,P.E-(FL#11955) 1650 South Dixie Highway 5frc cfuro'Deign Boca Raton, Florida 33432 2100 W. 76th STREET, SUrtE 311 z PAGE: 9 OF: 46 E,w HwFLORIDA awls infoQaaof.org OFFICE:(305)622-3141 FAX(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-8557 [REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS COLUMN (SIZE PER TABLE 2" X 3" X 5/16" ANGLE 203 BY WIND ZONE) 2" LONG BOTH SIDES 3 EACH #14 S.M.S. EACH (LOAD CONDITION 2 ONLY) PER CONCRETE ANCHOR (3/4" O.C. MIN.) Z 3/8" 0 CONCRETE ANCHOR W/2-3/4" EMBEDMENT (MIN. TYPICAL) Q 1" X 2" OB SOLE PLATE 2"X2"X1/8" ANGLE EACH SIDE O O EDGE OF CONCRETE %—SCREEN TOP VIEW COLUMN TO CONCRETE FASTENING NOTES: 1) COLUMN SHOWN IN 2" X 6" WITH 4 CONCRETE ANCHORS 2) ANGLES PLACED UPON 1X2 OB MAY BE 1/8" 3) ANGLE PLACED UPON FOUNDATION REQUIRES 5/16" 4) REFER TO DETAILS C1 & C2 FOR CONCRETE ANCHOR SPECIFICATIONS. 5) THIS VIEW TYPICAL OF BEAM SUPPORT POSTS, ANGLES AND FASTENERS AT BACK OF POST VARY BY LOAD CONDITIONS AS SHOWN ON TABLE 212. 2 SCREEN COLUMN (SIZE PER TABLE 203 BY WIND ZONE) 4 3/8" 0 CONCRETE ANCHOR 2"x2"x1/8" ANGLE EACH SIDE W/2" EMBEDMENT (MIN.) (TYPICAL) 3 EACH #14 S.M.S. EACH SIDE (3/4" O.C. MIN.) 1" X 2" OB SOLE PLATE 'TA G. e - e 4 A . 2500 PSI 1/4"0 X LONG 2 EACH #10 S.M.S. X 1-1/2" CONC ETT APPROVED"CONCRETE LONG INTO SOLE PLATE ANCHORS ® 24" O.C. (TYPICAL) SCREEN FACE ELEVATION C7 COLUMN TO CONCRETE FASTENING 2 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: Z Robert S.MortwLr,P.E.(FL 0 11955) 1650 South Dixie Highway 51ruclural DCgign Boca Raton,Florida 33432 2100 W. 76th S1RIM. SUn 311 Z info�aaof.org PAGE: 10 OF: 46 HIAIEM. FLORIDA 33016 OFFICE:(305)622-3141 FAX:(305)622-3161 VOICE:(561)362-9019 FAX:(561)395-8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS Fastening Details/Carrier Beam Foundation Connections Table 212 Carrier Beam Load Designations Particulars a Minimum Post Size Connecting les: Thickness Length Concrete Anchors: Diameter Embedment Q Spacing "Dist" Connection Ca ac 1,000 USE LARGER OF MINIMUM PERaANG SCREEN (OR KICKPLATE) TABLE ABOVE AND TABLE 203 NGTH (PER TABLE) 2"X 3"ANGLE EACH SIDE (LENGTH & THICKNESS PER TABLE) — FOR ALL ELEMENTS OF 'A' BOLT TO POST W/ 3 EACH 1/2"0 REFER TO DETAILS C1 / C2 OR 4 EACH 3/8-0 BOLTS CONCRETE ANCHORS PER TABLE ABOVE o 0 2" MINIMUM w I UJI w U O c Z Z w 4 0Q0] w 'Dist3" B A COLUMN / FOUNDATION FASTENINGS FOR BEAM SUPPORT POSTS � I NOTES: 1) THIS DETAIL TO BE USED FOR INTERMEDIATE BEAMS AND/OR CARRIER BEAMS IN SCREEN ROOMS. 2) MINIMIM COLUMN FOR THIS CONNECTION BY TABLE ABOVE. 3) COLUMN SIZE TO BE DETERMINED BY TABLE 203 BY WIND ZONE 4) FASTENING AT 1X2 (MARK 'A') REFER TO DETAIL C1 OR C2. © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: Z Robert 3.Monsour,P.E.(FL N 1IMS) 1650 South Dixie Highway 5fiucfural Dt�ign Boca Raton, Florida 33432 2100 W. 76th STRM, surrE 311 info@aaot.org 40PAGE: 11 OF: 46 MIALEMI, FLORIDA 33016 OFFICE:(305)822-3141 FAX:(305)a22.3161 VOICE:(561)362-9019 FAX(561)395-8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS —1" X 2" OB 0 PERIMETER NOTE #1: USE 1/a"o X 3" LONG LAGS INTO WOOD HOST AND 1/4"o X 21/4" LONG ;j CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN rn 6" OF EACH PERPENDICULAR MEMBER ( Z 1X 1" X 1/16" ANGLES 2" LONG WITH 2—#8 X 1/2" F- w LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP Li & BOTTOM) zw a 4 d HOST. STRUCTURE ` a 4Q 4 ,ELEMENTS< a 4 .4 a v 4 c 4 d a a 4 v d 4 .4 CONNECTION WITH EXPOSED FASTENERS t 1" X 2" 06 ® PERIMETER REFER TO NOTE #1 — THIS SHEET 2— # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 D OB INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) x � , REFER TO NOTE #1 — THIS SHEET HOST STRUCTURE ELEMENTS c .4 a a v V d d Q° 4 c c 4 4 Q CONNECTION WITH CONCEALED FASTENERS PARTIAL ELEVATIONS / 1" X 2" TO 1" X2" CONNECTIONS C3 2 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASsocwnON OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 RdwdS.Mansour,P.E.(FL#11955) 1650 South Dixie Highway 5frucfura!Deign Boca Raton,Florida 33432 STREET,2100 W. 76th ST , SUrM 311 z infoQaaof.org PAGE: 12 OF: 46 HM-EW, FLORIDA 33016 . OFFICE:(3305)822-3141 FAX:(305)822-3161 VOICE:(561)362-9019 FAX:(561)39548557 I REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS j — 1" X 2" OB ® PERIMETER FASTEN PER NOTE #1 LO z 2" X 2" HOLLOW HORIZONTAL a 4Ih (GIRT). Ljr w . 3 Q 1" X 1" X 1/16" ANGLES 2" LONG WITH 2— #8 X 1/2" LONG S.M.S. AT EACH LEG. (TYPICAL TOP & BOTTOM) CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB ® PERIMETER FASTEN PER NOTE #1- z 2" X 2" HOLLOW HORIZONTAL Lai (GIRT). r x NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/"o X 21/" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN I 6" OF EACH PERPENDICULAR MEMBER 0 I— 4 0 2t — # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES b OF HOLLOW GIRT (1" EMBEDMENT o MINIMUM.) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS /2" X 2" GIRT TO 1" X 2" CONNECTIONS 2 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC, ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Robert S.Monsour,P.E.(FL A 11 9W) 1650 South Dixie Highway 51rucfural Dc--,ign Boca Raton,Florida 33432 2100 W. 76th STRM, SUn-E 311 info@aaof.org PAGE: 13 OF: 46 IIIALEM. FLORIDA 33016 OFFICE:(305)822-3141 FAX:(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-8557 [REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS 1" X 1" X 1/16" ANGLES 2" LONG WITH 2— #8 X 1/2" LONG S.M.S. AT EACH LEG. (TYPICAL EACH SIDE, TOP & BOTTOM) 2" X 2" HOLLOW t HORIZONTAL (GIRT). i a s. r fi HOLLOW UPRIGHT. 3 C CONNECTION W/EXPOSED FASTENERS 2— # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) 2" X 2" HOLLOW HORIZONTAL (GIRT). 4. 5 SELF MATkNG POST OR HOLLOW POST. r CONNECTION W/CONCEALED FASTENERS PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS C5 2 C COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Robert S.Monsour,P.E.(FLA 11955) �' 1650 South Dixie Highway 5frucfural Deign Z Boca Raton,Florida 33432 2100 W. 76th STREET, SUITE 311 PAGE: 14 OF: 46 info@aaof.org HNLEIH. FIOPoW 33016 G OFFICE:(3D5)822-3141 FAX:(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-87 REVISION: January 2,2002 55 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS ROOF PANELS (SELECT PER TABLE 201) I (4)-#10 X 4" S.M.S. INTO 2" X 2" X.045" CSCREW BOSSES ONTINUOUS HOLLOW POST- � HOLLOW POSTS W/ 2" X 2" HEADER ROOF PANELS (SELECT PER TABLE 201) -- _---- - - _ =i ^ � %—(4)-#10 X 4" S.M.S. INTO 2" X 2" X.045" CONTINUOUS SCREW BOSSES SELF-MATING POST- � SELF—MATING POSTS W/ 2X2 HEADER POSTS TO SIDE WALL HEADER CONNECTIONS C6 (PARTIAL ELEVATIONS @ SCREEN FACE) 2 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: Z Robert S.Monaour,P.E.(FL#11955) �lY')` 1650 South Dixie Highway 51rucf;;fal Design �nn o Boca Raton,Ronda 33432 2100 W. 76th STREET. SURE 311 Hfr PAGE: 15 OF: 4$ EA HIALH. FLORIDA 33016 info@aaof.org Y� OFFICE:(305)822-3141 FAX:(305)822-3161 I VOICE:(561)362-9019 FAX:(561)395-8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS 3ITi 1" X 2" OB (SIDE WALL) z 0 a I #1S.M.S. X 1-1/2" LONG ® 24" O.C. 2— # 10 S.M.S. FROM INSIDE FACE OF LUi 1" X 2"coOB INTO SCREW SPLINES OF 3 `: 1" X 2" OB (1" EMBEDMENT MINIMUM.) I a I SEE PLAN VIEW BELOW i I ANCHORS TO FOUNDATION (REFER TO DETAILS C3 & C4) C"4 x I N I i v e 4 e v e4 e FOUND.ATON . v e ° C e A. v .•d v e..v a . v d e s3 EXTERIOR CORNER DETAIL C8 (PARTIAL ELEVATION) 2 J W J U W Z p W W LOU 2" X 2" X 1/8- ANGLE W/ 1-1/2" LONG #10 ® #14 SMS AND 1%"0 X 214" S.M.S. ® 24" O.C. (TYP.) I LONG CONCRETE ANCHOR 1" X 2" (OB)W/ 1-1/2" LONG #10 S.M.S. ® 24" O.C. (TYP.) (ROOF BEARING WALL) ® 2" X 2" HOLLOW (SCREEN FACE) EXTERIOR CORNER DETAIL C8 (PLAN VIEW) 2 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Robert S.Monaour,P.E.(FL a 11955) 1650 South Dixie Highway 5/rucfurol De9ign Boca Raton, Florida 33432 2100 W. 76th STREET, Sur1E 311 Z info@aaof.org PAGE: 16 OF: 46 KkZAH. FLORIDA 33016 OFFICE:(305)822-3141 FAX:(305)622-3161 VOICE:(561)362-9019 FAX:(561)395.8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS 1/8" ANGLE BRACKET WITH (9) #14 X 3/4" S.M.S. TO ti WALL MEMBERS. o 0 0 00 ;\ O o 0 0 0 0 0 o 0 5/16" EYE—BOLT WELDED O CLOSED WITH DOUBLE NUTS. p DOUBLE COMPRESSION SLEEVES 1/8" STAINLESS STEEL CABLE CUT FROM 1" X 5" ANGLE C9 2 DETAIL 69 7--118" STAI L E S 2 STEEL CABLE 1/8" STAINLESS STEEL CABLE. DOUBLE COMPRESSION SLEEVES C10 THIS CLIP MAY ALSO BE 2 USED ON SIDE OF 3" A.S.T.M. A-36 STEEL CONCRETE SLAB. MAINTAIN TYPICAL WALL ELEVATION CLIP WITH 2-3/8" X 3" 2" MIN. EDGE DISTANCE 1/8" STAINLESS STEEL CABLE SLEEVE ANCHORS TO CONCRETE DECK. DOUBLE COMPRESSION DETAIL (ALTERNATIVE 1) 610 SLEEVES 2 "EACH WALL NOT LATERALLY SUPPORTED BY HOST STRUCTURE MUST BE CABLED — TABULAR VALUES REPRESENT WALLS PERPENDICULAR TO CABLED WALL j FOR NUMBER OF CABLES REFER TO TABLE 211 N 3/8" SLEEVE o ANCHOR. 1 1/4"x5 5/8"x1/8" FLAT BAR 0 DETAIL (ALTERNATIVE 2) C10 2 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Roben S.Monwur,P.E.(FLM 11955) 1650 South Dixie Highway 5fiucfuro/Deign �� Boca Raton, Florida 33432 2100 W. 76th STREET, SUITE 311PAGE: 17 OF: 46 HALM. FLORIDA 33016 Info cQaaof.org OFFICE:(305)822-3141 FAX:(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-8557 FREVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms C O O X p 11 I g 1 N U I! I { X Ld II 1 'R W I! I N Z II I O (n 04 I{ I F J li I > Z Q 1-- LL. II ) 1 O 0' 11 I W LL 0 � n 1 va II I I J u I W II -- ----------------- - r\ n 1 � - w n I N Q w11 I I V) 0 II II I � N V)-,-V) V)) 0 1 W { m a to 0 o p � 3 Z J Q X W 1= w (Y- Q Q = LwU w ii i� Z LdLLj W N n I I Z0 U � II 1� v N (� X O II II V ^ J N II I W II I --------- ----------------------------- ----------- ------- ------- N Z J II I z Q m I II Z d Q 11 1 II I W W II 1 11 I O II IQII I LUyJ II to LL II I I I i _ 11 I Q I I 11 II II W II II II II M I! It W u u u u in W 2 11 •1 O V o Q N W X N © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Robert S.Mmsour,P.E.(FL N 11955) 1650 South Dixie Highway 51rucfural Deign Boca Raton,Florida 33432 2100 W. ism STREET. SUrre 31 Z info@aaof.org PAGE: 19 OF: 46 HIALE H. FLORIDA 33016 `, OFFICE:(305)822-3141 FAX:(305)822-3161 VOICE:(561)362-9019 FAX:(561)395-8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms SCREEN ROOMS I0 jl;�Ij 1/4- 0 THRU BOLT W/ 1-1/4- 0 WASHER ® 12" O.C. (TYPICAL) 0 0 0�o �O�Kj 00 o 00 0 00 _C)D _ 2" X 2" X 1/8" ANGLE W/ #12 =ROOF SMS ® 6" O.C. (TYPICAL) (SELECT FROM TABLE 201) BEAM SECTION ROOF PANEL FASTENING DETAIL#2 (COMPOSITE PANELS) © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 2 Robert S.Monaour,P.E.(FL 0 11955) 1650 South Dixie Highway 5rfucfural 0e--5rgn Boca Raton, Florida 33432 2100 W. 76th STREET, SUE 311 Z PAGE: 30 OF: 46 33018 HIALEAH, n-OPoDA info@aaof.org OFFICE:(305)822-3141 FAX:(305)822-3161 VOICE:(561)362-9019 FAX:(581)395-8557 1 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms � e SCREEN ROOMS C WHERE PROXIMITY OF HOST EAVE PROHIBITS INSTALLATION OF FASTENER INTO TOP OF PANEL, FASTEN PANELS BOTTOM W/ 6 EACH #14 SMS PER PANEL (THIS APPLIES ONLY TO MAXIMUM d . ROOF PANEL SPAN OF 12' AND A ROOF HEIGHT OF 8', ALL OTHER APPLICATIONS EXISTING FASCIA— REQUIRE SITE SPECIFIC ENGINEERING) 4. 'EXISTING MASONRY c OR WOOD FRAMED 0 0 HOST STRUCTURE 0 O o o O °O O° O O O °0 00 O a PERIMETER WALL d I ° EXTRUDED OR BRAKE—FORMED #14 SMS 10" ON CENTER dCHANNEL)ROOF THRU RECEIVING CHANNEL aRECEIVING EWITHR K 1i4"0X INTO PANEL TOP AND BOTTOM 21,x" LONG LAG SCREWS FOR LUMBER HOST 1 PER STUD — 3/8"0 X 21h" LONG MASONRY SCREWS FOR MASONRY HOST ® 16" O.C. COMPOSITE ROOF PANEL CONNECTION TO HOST WALL © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Robert S.Monswr,P.E.(FL 0 11 M) 1650 South Dixie Highway CHAPTER: 'L 5fiucfura/De�rgn Boca Raton,Florida 33432 2100 W. Seth STREET, SUrTE 311 Z info@aaof.org PAGE: 31 OF: 46 W1ALF.N1, FLORIDA 33015 11ii�11 OFFICE:(305)822-3141 FAX:(305)8223161 VOICE:(561)362-9019 FAX:(561)395-8557 REVISION: January 2,2002 Attachment From: AAF Guide to Aluminum Construction in High Wind Areas — Chapter 2 / Screen Rooms Jun .28 . 2002 11 :54AM THE GARDNER GROUP No•5847 P. 2/2 mow, sur j JU 10.uo 90+4-L/-,3-u:D j PRESTIGE BUIU)ERS rr» 01 MAP SHOWING BOUNDARY SURYEY DF LOTS 20 ANO 29, ERCEPT THOSE PARTS OF LOTS 28 AND 79 LYING SOUTH DF A LINE 59.5 FEET 4ORTH DF AND PARALLEL TO TY.E SOUTY. LIMO RF SAID LnT28c ALL LLOIN SLO 4LI,$EELVA tt%RI?V UNIT 1, AS RECMEA IN PLAT BOOK 27, PAGE a OF THE CURRIV PUM FLORIOA. FOR: lloxard G_ i L1ndE L. Dunlap w C O ~ ® V% moi 2 �. 0 A ® 1 1 E ti� e r w ry s ' Pooa • St W r i o A' p � �4 0 Ir LEO ND RAY, COUR50l1 a AS$OC{ATrs � pf1pFC3510kAL LAND OURVEYPRa ttAlllMat tAtRO 011 ��"� op ac��t6 FAST 111a StN4CT •MOf(RTT SMOM11 14EMEM Litt MSTWX PLOOC I OI1t ! MR F.L.r.A.FLOOD RATE MAR P. 0. tot 31" IwCKfONr�LLt, fLA, BZZ94 U gvT 1Aux ►i11 OM NK • fONRV 11140R Fm OR f irl 194-3 53-4476 i7 SRT CaNORCTE MOMUNMOT ■ FOuf10 GGIEGMETE MONYrtNT wfRi1T c6f1T1rT TMS INVOMMATItN 0E*107[(1 ktAtOM To OR A S&V waaa Ku■ A TAt:t IM OONrL'AMSK'WIT" fLOR10A STAT407116, tMA)TER ATZ. ANO X GROff-CUT OR D1111.L MOLE IK COXCRIErt TO C&T.OR 971CttO.TK( mul"Llm TCCKNICAL STAKOAARS FOR [1110 fuAvtt {4, f`L O AtuTtt GMARtn 1111k-1. 1s-t�-er ANa OEOttIA YT T ! A LA 1l0-} jO!NO. �'�"c _ RATE t o mare i 2- Jun 28. 2002 11 :54AM THE GARDNER GROUP No .5847 P . 2/2 lo.uo PRESTIGE BUIL J)0 5 01 MAP SHOWING BOUNDARY SURVEY OF LOTS 20 Arid 29, EXCEPT THOSE PARTS OF LOTS 28 ANN 29 LYING SOUTH OF A LINE 59.5 FEET NORTH OF AND PARALLEL TO TY.E SOUTH LINE Of SAID LOT ZE, ALL Irl DLOCE T, SELYA tAARIw UNIT 1, AS RECMa P 311 PUT BOOK 23, PAGE 4 Of THE CURRE?IT ?U?ttIC RECORDS Df Ih'YAL CWNTY, FLORIDA. FOR: Ifava-d G_ i L1n44 L. Dunlap A wa o Ilk A. j 'i �•1•I v �• 1 ^ � 1kIOtis A if y Fr lu PO 0*9 w,. � J A** !� —�—=�.e ZY RAY, COOR50N d A530CIATES LEGIrNO PROFESSIONAL LAND >sVRreYPrla acAMows r+►sao oM o�.T .c,Ky i �• EAST 17N 3"CET •k.O/ RAT CRTT 7NONM *E1tiOM lltt MIT*IM 111100 E._�4f 1#II f.�r.A•FLOOD E MAR P. 0. sot 3:w ;k SACKe0NMLI. FLA. 11220+ U 99T t4911 PAN OR In M • FOuXp 10I4R MM 011 FIPK f 0 4 73•f47a O Kt GCYQRt Ti 110NIgiKOT • F0009 OON0119T4 MONIiYiNT ra RUT C6BTIEr THE Mru owATION 091110T0 61111161410 ft A It? WOOD MY■ A\ fACII 1n 00MPLUM4E+VITN FLORIDA p44TUT111b, tMAPTER 4TE. FMO X GROOa_CUT 011 aRl" *OLE IM CONCRETE 10 I/aaT.OR 1XtftO.TK( mmusur TECKNICAL 1TAk0AaWft"of FDR LAND 1UAV[T {�, II. 0 itUTtf C•MAFT%n pN104. J DATE 111-Yl-et AMC ow11a1a fT T f A LR 1 IQe no. '- ar. � _ I.�.s� OMArT11rut rte✓ a�owegi u� •' i�C _ i ICALI ....v ..�. .w ...� yww ........�....�- _��._... �• .w •..tet���� ..���__. STRAN -,7s- TRANSFORMERS: SFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. �KVA NO. NEON TRANSF. NO. A. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED j G. 0c $ /'o 20 TOTAL FEES �0 C)Q FQ BUILDING AND ZONING INSPECTION DIVISION Ci Z CITY OF ATLANTIC BEACH, FLORIDA Z 1-4 LL ` .? j ELECTRICAL PERMIT a `° C 2/23/88 29.00 6014+ Date Fee $ Permit No. 30 1-251 SELVA =AXI?�A CIRCLE m Location 00 Between and Q This is r$Bce y; GT is MIOTAEL PENNY p W p (Electrical Contractor) (Master Electrician) U. E has permission to install Electrical Construction as described herein in W a accordance with the provisions of the Electrical Code and regulations v ca of the City of Jacksonville, and subject to the information shown on the = c application, drawings and specifications which are made a part of this 3 Y permit. dunlap for M oc residential addition a Type of work: o e SERVICE: exist 200 Vis. 1ph 3w 230 vlt SIEV > � Q u Feeders: Outlets: 0 V Receptacles: m Switches: w Incandescent: Fluorescent: Appliances: Air Condit IWAl neer circuit for c'fryer Motors:a T Ti Transformers: Signs: Miscellaneous: IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY: — MONTHS PERIOD, PERMIT Electrical Inspection Supervisor BECOMES VOID. Q BUILDING AND ZONING INSPECTION DIVISION c , . zi _Z CITY OF ATLANTIC BEACH, FLORIDA z ELECTRICAL PERMIT a ' Date 2/23/88 Fee $ 20'00 Permit No. 60144 0 12S1 SELVA IMA CTRaE m Location 2 Between and Q This is to kI&CMC MIL F Q C LU(Electrical Contractor) (Master Electrician) E has permission to install Electrical Construction as described herein in ofa W accordance with the provisions of the Electrical Code and regulations u a of the City of Jacksonville, and subject to the information shown on the W o application, drawings and specifications which are made a part of this 3 permit. dmlap for a resitaetit f al addition a Type of work: o SERVICE: 75 exist 200 amass, Iph 3w 260 vlt SIU 4 a N tJ Feeders: "' Outlets: O V Receptacles: m Switches: H Incandescent: _ Fluorescent: Appliances: Air Condi r01 new e1rmit for dTyw Motors: Transformers: Signs: Miscellaneous: IF NO WORK IS DONE UNDER _ �A THIS PERMIT DURING ANY SIX ISSUED BY: MONTHS PERIOD, PERMIT Electrical Inspection Supervisor BECOMES VOID. FPCV J:mm, G :Tone- Inc FAX N0. : 904 755 7973 Dec. 04 1998 12:08PM P1 owl "Lumber One In Trusses" Suwannee Truss Company, Inc. P.O. Box 2997 Lake City, Florida 32056 December 4 , 1998 To Whom It May Concern, Trir€�o 7n TnR ha, a hoan rTHoq ' �n AttP_0 by naGS t.hair handler. Here is ricaw c+n�inoarin� r+Y ��ipriiaa Tha ou, Jo Johns G eral ager A ------ Sr Sr C U .. Lake City(904)755.6894 - FAX (904) 755-7973 • TOLL FREE 800-892-1957 FROM Jimmy G Jones Inc FAX NO. 904 755 7973 Dec. 04 1-98 12:08PM P2 •. Job TrusS I Truss'type Oty Ply 4971 T05 i ROOF TRUSS 1 1 i PRESTIGE HOMES/DUNLAP RES. MWANNEE TRUSS CO.INC ....... - 3.3T c Jar, 6 1997 MiTCk Industrirx.IK, Fri Ove.04 08,51;32 1998 Pa9c 1 j 8-4-5 12-7-0 '.0-9.11 25-0-5 51-3.0 32.9 0 b-4-6 0-2-11 6 2-'I1 6-2-11 5.2-1' 1b p i f� I 3.g0i1Z � 4x8- i 1 i 2X4 u i 3x4.: 4 ��. 3X4 1X4 u 1W 3 aQ: . e Ted .B 9 to 3x4_ 5X8_ - 1,4 I I 1 ,1.4-10 3.1.0 8-8-0 8-10.3 1Gt1.13 23-9-5 31-3-0 - ..., l I 1.4-10 1-8-6 5.7-0 0-2.3 7-5-10 7-5-10 7^r1U ( Plate Offsets tX,Y): 1--l-I.... ... _........ .. LOADING(pal) SPACING 2.0-0 CSI OEFU (in) (I-) udefl I PLATES GRP TCLL 20.0 plates Ineresee 1-25 I TC 0.53 I Vert(LL) 0.14 9110 889 M20(20ga) 2491120 TODL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) 0.26 10!11 953 BCLL OX Rep Stress!nor YES WB 0.70 Hof2(TL) 0.11 12 We BCDL 10.0 Code SSBC (Matrh) I Min Length/LL dsfl=360 --` - WeigM:141(Ib9) LWARER - BRACING TCP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-7-6 on r-GTtcr purlin spacing, i BOT CHORD 2 X 4 SYP No.21ND except end oerticals. WEBS 2 X 4 SYP Ne.3'Except' BOT CHORD Rigid coiling directly applied,or 9-10:8.0.1,10-1144-2,84,41-3-0 on censer{ 12.3 2 X 6 SYP Nd,2,4.8 2 X 4 SYP No.2ND bracing. 1 REACTIONS (ibshcize) 12-14210-3-8,11-953/0-3-8,8=1203!0-3-8 Max Mon tae-203(lond case 3) Max Uplift 12=40(load Cate 2),11=.634(losd C390 3),8=-662(load case 3) Max Vert 12.142(lood case 1),11a9590oad case 6),8=1203(load case 1) ' FORCES ,I TOPCHORD 2-3=29,2-4w172,1-4=181,1-5=-114?,S-R=-233x.8-11=-2591,7-12=-50,3-!=•49 BOTCHORD 9.10-1555,10-11=2470,8-9=463 WEBS 4,$=-169,8-10=378,5-10=802,54=460,1-9=949,1.8 -985,2.811-242,2-7=3 NOTES 1)Thla trues has been checked for unbalanced towing conditions about;oint 1. 2)This truss has been designed for the wind loads generated by 100.D m.p.h winds at 15.0 feet above ground level,usimj 5.0 p.%J tnp chord dead load and 5.0 p.s.t bottom Chord dead load,25.0 miles from hurricane OCoonllne,on a category I enclosed building,of dimensinnc 80.0 by 40 D with axpowra C(SBCCI/ASCE 7-93)- Lumber Increase= 1,33,Plat Increase= 1.33.The right and vw*al is expeetd and the left end vertical is not exposed. 3)This truss has been designed with ANSI/TPI 1-199b criteria. iLOAD CASE(S) Standard i i PSR-3844 17494 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFOhdAhf-C-'N LOCATION INFORMATION r-mit Number : 17494 1251 SELVA MARINA CIRCLE Permit Type:MECHANICAL ATLANTIC BEACH , FLORIDA 32233 ass of Work:ALTERATION LEGAL DESCRIPTION lonstr . Type:WOOD FRAME Block: Lot , Twp, * roposed Use. Section! 0 Subd-.0 Rng , Dwellings : 1 Subdivision: SELVA MARINA Est . Value : 0 .00 improv . Cost : 0 .00 Total Fees : 25 .00 Amount Pai2 5 .0 0d Date Pai, 998 -q-Y Desc:001c, Z ,QN APPLICATION FEES -------- -- 1, -J 200 ame' NLAP 5 . � "LE ddr : CIRC AT ORIDA 322'-- , hone . CON" �,RMAT I ON ame , DONOV ND Air-, SIXTH WUE SOUTH JAX BEACHAMRIDA 3225 ` Ac-a 3 Exp , NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ipq Be 14 a e: 01 Receipt: 0015772 CHECKS 5105 ATLANTIC BEACH BUILDING DEPAkrMENT 00100003221000 By: OR 01 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLAnrIC PEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Addr.ss: la-5 ---------- O Fa � Intersecting Sfreelr: tlnl.oenAnd lav BUILDING - - - - - - -— -----��---- -- ---- Sub-di�i6on II. IDENTIFICATION — To be completed by all applicants In consideration of pe—if gi, for doing fl,e wort as described in the abrin staler—nf we hereby agree In perform said work ;r, acrordan— with fhe aflaclLed pians And sre6f;cAf;ons whirl, are A part hereof and in accordance wili, the City of Jarksonville ordinances And standards of good practice I;afPd ll,ere;n Name of MechanicalContractors Contracfor (Print) 1 (aA' MAfter C O 3 l Name of 1 Property Owner n 1A U1 Signature of Owner Signe lure of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A' Type of heating fuel: 6• IS OTHER CONSTRUCTION BEING DONE ON ❑ Uactric TIfIS BUILDING OR SITE T ❑ Gas — ❑ LP ❑ Natural ❑ Central Utility IF VES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT Cl Other — Specify IV. MECHANICAL EQUIPME14T TO IF INSTALLED NATURE OF WORK (Proride complete list of components on beck of this form) Residential Or I.) Commercial ❑ Heal ❑ Space ❑ Retested ❑ Central ❑ Floor New Building ❑ Air Conditioning: ❑ Room ❑ Control Existing Bull uLbzo NO System: Material Thickness Replacement tt Ms.imum capacity Teo on c f.m. -) New installation(No system previously installed) — U C] Refrigeration Extension or add on to existing system Ll Otter — Specify _ ❑ Cooling to-or: Capacity q.p.m, ❑ Pre sprinklers: Number of heeds ❑ Hevetor ❑ Menli(f ❑ Esuletor (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Reosivd) ❑ Tanks (number) Remarks ❑ LPG container. (number) ❑ Unfired pressure votsel ❑ toilers Permit Appro,,ed by Dale ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REF RICERATION FQUIPNIENf Number Unit-n Description Model Number Manufacturer Cap nj0 Approvint sency HEATING - FURNACES, BOILERS, EPLACE Number Unit eacrip on odel Number M nutacturer C(BT i;y Approving TAN KS IIow Many Nominal Capacity Type Uquid Name of Serial Approv' and Dimmuiau Contalned Manufacturer No. gency �O CITY OF ATLANTIC BEACH PERMIT APPLICATION REHODEL, ADDITIONS, OR ALTERATIONS MOVING,DMIOLITIONS Owner(s) : LINi>F1 t!)LtNLAP Address:J rj i 6E \)A MA121 N /A Phone:_ a ell— 3 7 7(� Lot B_cck cr Unit #�_ Subdivision: SLSLVd: Contractor: NZEST 16 C state License # Co C 3 Lq 4R Address: 14290 N-UML5E) IR Phone No: ,-it's_,JACKS N 11 LLE State L Describe work to be done: Ld1T1 C)N 5 lV F-uj RUDE :515 T EM 4, F Present use of building: S I p4& IILS 'Valuation cf ru , • ©O _roposed Ccr.st_ ioc n: 7 Proposed use: 8Lb,I-TI ONS Th F-I Q i� SES 12 F N [>U b-T I C \j Is this an addition? `IES If yes, wh-t are the dimensions of the added 5.5 ago.� space: t. X 1-1 _ _ft. N�� the added area be heated and 3.3 cooled', `4 ES New electrical (or increase) ? N E5 New plumbing fixtures?MCLCbNew fireplace? IVO New Heat/AC? NEW t lMCTS SUBMIT MUM (ComgERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR. Date: Sworn to and subscribe afore me this ! day of G'CT-OBL19f,9- RECE- J . ED OCT 16 1998 NOTARY PUBLIC STATE OF FLORID AT LARGE City of Atlantic Beach CATHERINE A. LAWSON Building and Zoning .; . Notary Public, State of Ronde ° My count,expires Aug. 11, 2001 Cow. No. CC 670936 _ pon*844 ---- 1 73 4 5 9299 00T09020000m DEPARTMENT OF BUILDING cu SM33HO CITY OF ATLANTIC BEACH cam PERMIT INFORMATION . ermit Number : 17345 LOCATION INFIURMAT170N 'la-qs Of Work :REMODEL ATLANTIC BEACH, FLORIDA Constr . Type:WOOD FRAME LEGAL DESCRT Est . Value: q_00 Subdivision: SELVA MARINA Total Fees : _ 447 . 59 Amount paia' 4-1 LLJ Date Paid,l. 1998 r Des AVV1-vrrLoN PER PLANS . NEW ROOF SYSTEM , HALF BATH HSF 260 APPLICATION FEESOWNER 1#1 P40LINDA DUNLAP ERMIT 345 .00 1dr : 1251 SELVA MARINA DRIVE ATER IMPACT FEE ORIDA 32233 EWER IMPAOTFEE JAT ADON ADON CAB 5% 0 PRESTIGE BUILDERS 'APITAL TMPROVE, . 06 ddr171 14890 P,LUMOSA DRIVE 0 . 00 ERN ATE wwv EWER TAP 0 . 00 JACKSONVIL.LE, ,11, FL 3225, 'ROSS CONNECTION CBC05_��948 z- Exp: EC H IMPACT FEE 000 NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BU I Lihi MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLjJ'T�'3T,_"1N PUBLIC SPACE, AND MUST BE CLEVV UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER = .— "FAiLDRE TO COMPLY WITH THE MECHANICS' LIEN dLAW CAN RV THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEPr ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANn-L'SUBJEC VIOLATION:j9F APPLICABLE PROVISIONS OF LAW. *1.17 k CHECKS D 1@72-. ro ANS32210b, FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 60OC-97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 60OB-97 or 600A-97. PROJECT NAME: b u N LR P BUILDER: p REST I L E R5 AND ADDRESS: j F-L\)A MAP-INA MAP-INClgZ PERMITTING CLIMATE RT FL OFFICE: AT L 6 E i ZONE: 1 [:]2 ❑3 OWNER: -PERMITH r;LCFvZ b -t L i N hf� i�u N L fqr P N0. JURISDICTION NO.: / / C O SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1.6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only site- installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CIC 1. Renovation, Addition, New System or Manufactured Home 1. r;1 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. ,-R(,,r--; P1 5. Predominant eave overhang (ft.) 5, " 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. 1,8'3 sq. ft. b. Tint, film or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area 7. _h % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= �_ lin. ft. b. Wood, raised (R-value) 8b. R= sq. ft. c. Wood, common (R-value) 8c. R= sq. ft. d. Concrete, raised (R-value) 8d. R= sq. ft. e. Concrete, common (R-value) 8e. R= sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= 3 � 1-7.6 sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq, ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9c 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R= sq. ft. b. Single assembly(Insulation R-value) 10b. R= sq. ft. 11. Cooling system* (Types:central, room unit, package terminal A.C., gas, existing, none) 11. Type: SEER/EER: 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: - gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: L �( 13. Air Distribution System*: /\ a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. 14. Hot water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: *Pertains to manufactured homes with site installed components. I hereby certify that the plans and specifications covered by the calculation are in Review of plans and specific ns covered by this calc lation indicates compliance compliance with the Florida Energy Code. 1 n Q with the Florida Energy Cod . Before constnyction is ted,this building will be PREPARED BY:-jL(TT A /"\� C 12 C'(2~ DATE: �l� ' I •L Q inspected for compliance)p ccordance wit Sectio $ 08,F.S. I hereby certify that this building is,i complian�e with the Florida Energy Code. BUILDING OFFICIAL (� OWNER AGENT• DATE: JC 'r DATE: 10- 0 ` / t -1 - PSR-3844 X490 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH '- PERMIT INFORMATION - j'mit Number: 17490TB CATION INFORMATION - Permit TyPe : PLQ.MBING 1251 SELVA MARINA CIRCLE las- Of Work -ALTERATIONLANTIC BEACH, FLORIDA 32233 Constr. Tvpe:WOOD FRAMELEGAL DESCRIPTION - Proposed Use : -- --__Let :Dwellinas : j 0 Subd:OTwp.Est • Value: n: SELVA MARINA Pnc� . Q Tmprov. Cost : QQQQ Total F Q ' QQ Fees : 25 . 00 Amount Paid 25 . 00 Date Paid 11Mf 1998 PE AZ A' INSTALL WATEF: HEATER OWNER INFORMATION _ - alae LsNDA AND .I1oWA,1?D DU EIS t T. ,- APPLICATION FEES -`____--- ddr: ^ cI uEL<A MA-2INA CIRCLE 25 .00ATLANTICTEACH ; FLORIDA 322-- hone. (,.go I 241 -163j, CON1*A&r N ! MAT ION ame. DOBSOj(= (-ON"" UC1" ON Co . dd TIC .: OULEVhRD #188 JACK,SONVILA" : FLORIDA .32225 LpeFCQ5F7 n Earp : s NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN P THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVED ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT T( VIOLATION OF APPLICABLE PROVISIONS OF LAW. aTLANT BEACH BUILDIN D ARTMENT Date: 11/38/98 A) CHECKS ' eeleQaea��ls�ee By: i c. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: scow OWNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTOR foti C04,-77. CONTRACTOR' S ADDRESS : 1;170-sd TG �7`/C �� "b /e,:? _3' 2 z STATE LICENSE NUMBER: Ccc0 4_473o TELEPHONE :-2-q o� 6 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORYWATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER zz� _REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: AI SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904 ) 247-5834 PSR-3844 17397 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - - PERMIT INFORMATION --- -_ _-__._ LOCATION INFORMATION -- ----- --m-it - ------ mit Number : 17397 ;rens : 1251 SELVA MARINA DRIVE ermit Type : PLUMBING ATLANTIC BEACH , FLORIDA 32233 .ass of Work:ALTERATION -- ----- LEGAL DESCRIPTION - - _______ )nstr . Type:WOOD FRAME ':1ock: 1 Lot : 23,/29 Twp: 0 -oposed Use: SINGLE FAMILY :�?ction: 0 Subd: Rng : G Dwellings : 0 ubdivision : SELVA MARINA Est . Value: 0 . 00 --iprov . Cost : 0 . 00 Total Fees : 25 . 50 "�moun.t Pa d: ':.;�. ,2 5 . 50 Date Paid:1 /02 1998 K L e _ ' r Tj E i'Chi j,1, F!,U M f TNFsORM.ATI('N _ _._ _ . - APPLICATION FEES LINDA 7:1{4LAP PER14IT ir: 125y SELVA MARINA DRIVE ATL4N`I'1C,. 13rACH FLORIDA 322 -- - CONTRIL, o . ZINC'FMATION rte: DOB SOI ""CON-STRUCToION CO . Jr : 1 3174-58 „ATLANTIC BOU,LE ) #.188 JACKSONVIL L E, FLORIDA 32225 c: �7FC056730 Exp: I �' lie NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 1,?5/ OWNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : 13/?0 -f e(-CIA Wlvy, "/-V�r �ZLLS STATE LICENSE NUMBER: C FCd -5-�-23o TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 .50 + $15. 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF ATLANTIC BEACH, FLORIDA GJ l� 3 ApD�ov.aby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:D' i�- a\ ly IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR AGING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN AC GIRDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDA WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. n I, TRI COUNTY ELECTRICAL CONTRACTORS , INC. �l ELECTRICAL FIRM: �TE ELECTRICI N I A rURE NAME._DUNLA_P _ ADDRESS: 125'1 SELVA MARINA CIRCLE RFD 80X BLDG.SIZE BETWEEN: RES. ( X) APT. ( I comm. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( I OLD ( ) REW. ( 1 ADDITION (X) TRAILER ( 1 TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( ) INCREASE ( 1 REPAIR i I FEE CONDUCTOR SIZE — AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE N0. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•JO AMPS. 31•100 AMPO. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.10_0 AM PB. OVER_ APPLIANCES BELL TRANSF. AIR H.P. RATING N.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 41 OVER MOTORS N.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS 4 TRANSFORMERS: UNDER. 600 V. OVER 600 V. _ NO. KV_A NO. KVA NO. NEON TRANSF. NO. EACH SIGN VA. MA. MOTOR SIZE SWITCH FLASHER D� FORWARDED S _ TOTAL FEES i0 ' d VEE :S0 L6-RT - 1 CITY OF U 4&44usC Becci- ,I� �+LO'ldrs Ci Office of Building Official j /��� REQUEST FOR INSPECTION / � Date Permit No. J_ 2 / -3 97 Time A M Received PM Job A ress Locality Owner's Name C tr or BUILDING CONCRETE ELECTRIC PLUMBING MECHANICAL Framing ❑ Footing ❑ Re Roofing ❑ Slab inng ❑ Rough E Air Cond. & Insulation Temp Pole ❑ Top Out Heating Lintel - Fina f 1:1 Sewer r Fire Place _ R ADY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday Inspection Made A.M. —PM. InspectoCA� Final Inspection \ Certificate of Occupancy ❑ kLt /LcAA—, Date n/�11����dw, //CITY OF fYl�I# l2CITY -YtL� , Office of Building Offic' I 7, 1 'r / �-REQUEST FOR INSPCTIO Date 173 f Permit No. Time q Received Job A d ss ality Owner's Name Contracto BUILDING CONCRETE ELECTRICAL LUMBIN MECHANICAL Framing ❑ Footing _ Rough Wiring ❑ Rough Air Cond. & r Re Roofing ❑ Slab c`/ Temp Pole ❑ Top Out Heating Insulation C Lintel n, Final L' Sewer Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Weed. Thurs. Friday A.M. P A.M. Inspection M e U PM Inspector 7 Final Inspection ❑ Certificate of Occupancy ❑ Date Climate Zones 1 2 3 TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.Ft.and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete R-7 Central A/C-Split SEER = 10.0 SEER = <n Frame,2"x 4" R-11 Frame,2"x 6" R-19 Single Pkg. SEER = 9.7 SEER = 3: Common, Frame R-11 o Room unit or PTAC EER = 8.5` EER = Common, Masonry R-3 Under Attic R-30 Electric Resistance ANY Single Assembly; Enclosed 0 Heat pump-Split HSPF = 6.8 HSPF Z Frame R-19 P\- ) `� z- Single Pkg. HSPF = 6.6 HSPF = Metal Pans R-13 w Room unit or PTHP COP = 2.7` HSPF/ _ U Single Assembly;Open R-10 w Common, Frame R-11 Q COP U) Slab-on-grade No Minimum Ci Gas,natural or propane AFUE = 78 AFUE cc O Raised Wood R-19 Fuel Oil AFUE = .78 AFUE _ O Raised Concrete R-7 i Common,Frame R-11 w Electric Resistance EF = .88 EF = In unconditioned space R-6 =0: Gas; Natural or L.P. EF = .54 EF = 0 In conditioned space No minimum I uel Oil EF = .54 EF = TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY See Table 6-3.6-7 Maximum percentage glass to floor area allowed is selected by type,overhang length,and shading coefficient. Maximum%= Instailed°6= GLASS TYPE,OVERHANG,AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50 Single Double Single Double Single Double Single Double OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC 1 1.0 0'-.90 2 1.0 1'-.90 2 .90 3 .90 0%.86 1'-.86 0 .70 NOT 1 .70 NOT 2 .70 0 .65 ALLOWED 0 .50 ALLOWED 1 .50 0 .40 SHGC or SC may be obtained from the manufacturer. Single clear SC= 1.0,double clear SC=.90,and single tint SC=.86. SHGC+ 87=SC TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS ISECTION I REQUIREMENTS CHECK Exterior Joints&Cracks 1 606.1 To be caulked,Basketed,weather-stripped or otherwise sealed. Exterior Windows&Doorsl 606.1 Max.0.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Sole&Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. ►� Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives allowed). V Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heating except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) or cutoff(gas)must be provided. External or built-in heat trap required. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78°6. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(including heat recovery units). Y Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed,insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be V Insulation&Installation insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being installed.All R-values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows,sliding glass doors and glass door panels. Double the area of all non- vertical roof glass and add it to the previous total. When glass in existing extenor walls is being removed or enclosed by the addition,an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C-2. Prescriptives are given by the type of glass(Single or Double pane)and the overhang(OH)paired with a shading coefficient(SC). For a given glass type and overhang,the minimum shading coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and shading coefficient requirements on Table 6C-2. All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated.The overhang(OH)distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane clear or double-pane tinted. 4. BUILDING SYSTEMS.Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6. Read"Minimum Requirements for Small Additions and Renovations'.Table 6C-3,and check all applicable items. 7. Read,sign and date the-Owner/Agent"certification statement on page 1. -2- CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address / 2 -Sc V e Date f 0 - 20 - t "Q Heated Sauare Footage �a @ $ per sa ;.t = s 11 Garage/Shed � 1 - _@ $ per sq- �t = S Carport/Porch �a S per sq Lt = V Deck 4 (a $ per sq ft = $ Patio @ $ per sa Lt = $ TOTAL VALUATION : S 93 q00 �3, <1 d O 0 0 Total Valuation 1st $ /dpy y2, 9100 a1S,P4> S Remaining Value $5. per thousand or portion thereof TOTAL BUILDING FEE S X30 —2 + Filing Fee $ /ice ( ) Fireplaces @ $15 . 00 $ c BUILDING PERMIT FEE S `f f'.0 WATER IMPACT FEE $i 100.0 SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S _ SEWER TAP S RADON ( HRS) . G050 SECTION H PAVING ( ; $ 7 10 HYDRAULIC SHARES S CROSS CONNECTION $ P' (QC) ) SURCHARGE . 0050 S /,/7 3 OTHER $ ell GRAND TOTAL DUE $ 441 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing_ Electric/New Electric/Tem_r_ ; SwimminoPooI Septic Tank Weil slga Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : 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 SYSTE1. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTE.`!. Ci BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) __� _WAM CLOSET, TANX OPERATED (4) L- W`� ER CLOSET ( ) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWE3i STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) ( C0143INATION SINK AND TR.-;Y (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) X17CM SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (�) URINAL STALL, WASHOUT (4) FLUSHIxG RIM SINK. (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER/BEAUTY SHOP (2) ICE MAKER (I/2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) 1ACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EAC-,i $ - _ /�O O-OO JOB INFORMATION 1 2 f t CITY OF 4&4046 BeacA_ Office of Building Official REQUEST FOR INSPECTION Date / Time Permit No. "e Received A.M. 1P.M. 25/ � �'� Job Address Owner's Locality Name Contractor UILDING CONCRETE ELECTRICAL ing ❑ PLUMBING MECHANICAL Footing � Rough Wiring ❑ Rou h C Slab C Temp Pole ❑ R Out ❑ Air Cond. & ❑ Insulation Intel p ❑ Heating D Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday M Inspection Made A.M. Inspector PM. Final Inspection G Certificate of Occupancy❑ Date CITY OF ELANTIC BRACH ROOFING PERMIT APPLICATION owner(s) : rx 6 L D`t n \ c -� Address:. _ r,rnc,r" n �-e Phone Lot # Block or Unit # Subdivision: Contractor:rnGRC�Kc,n Address : 2UL0 City, State and zip Pic, Phone 2_Z\-0 0S 11111 State License # RC0C)I-L Lt Describe work to be performed: R e r,c, F Q-n C-0C) F Valuation of Proposed Construction: t-1 . SSO , Materials to be used: \rN Signature of Owner; Signature of Contractor Liability Insurance Supplied Workers Compensation Insurance Supplied Py%� {�x .9, MY COMMISSION#CC55M81 EXPIRES y�• August 27,2000 License Information t •.. M BPNAfiA 1}wu Tom'rMN lwquMgSiii IN91 s PSR-3844 17484 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION --- - --- LOCATION INFORMATION ------- �rmit Number: 17484 A dress : 1251 SELVA MARINA DRIVE Permit Type :RE-ROOF ATLANTIC BEACH ; FLORIDA 32233 ass of Work:NEW __. ____._. LEGAL DESCRIPTION -------- onstr. Type:WOOD FRAME Block: 1 Lot : 231/29 Twp: 0 'roposed Use:SINGLE FAMILY Section: 0 Subd: Rng: 0 Dwellings : 0 Subdivision: SELVA MARINA Est . Value: 0 .00 --rirprov . Cost : 4 , 550 -00 Total Feez : 40 . 00 Amount Paid : 40 . 00 Date Paid' 11/24/1999 )rk Des = -r.EROCF _._ ... _..._. OWNER INFORMATION __.___ _. _ _. _ ._ _ _ APPLICATION FEES Jame :: LTNDA' EUNLAF ERk1I T 40 v0 ddr: 1`251 SELVA MARLNA DRIVE ATLANTIC FERC-H . FLORIDA 32'" ' `hone : r90-13 `?41-3 6 --- CONTRACTOR T NFOCRMAT I ON Name: MONAHAN ROOFT NG ddr : 470 SALTB, SH COLTRT JACKSONVILLE , FL 32225 Lic: RC004734S, Exp: ype NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIENf� IN THE PROPERTY OWNER PAYING TWICE FOR BUILDIN( 92A, ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANi � )R VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: v✓�- ILA.1011 UWt RAMCO FORM 409 is 11].1] y iNofirr of (9vmmrnrrmmt r,7�_ 1►R[►ARt IN OY►LICATtI 5 MIN. RE URN o fil4IIYti it Inag CIIYitETYS: PHONE#&J-'-O The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this M NOTICE OF COMMENCEMENT. Description of property.........S.'........�..�....`r..... ..... ..�i`.t�. �....�..'.:....................... .T .N T.14.....rb.Epf.ng..1.I j.L....................................... CIT 0 General description of Improvements ..... ` 0 ....�..t ?_ :, �::f.:�. ' ......1��.U..,`t.t �:.:,....�z .`.., 1.r.. . ................................... ............a.......... ..............I....................... ...... ........................................ 0 Owner...1— -A.....1�.U N.�-.T�P................. ... `. /� ... ..f... ................................ .. Address .. t71 .1.......�.�L..A...(.'.t .��.'.Y�?....`-'1 .,I. C.4+. J Owner's interest in site of the improvement.......1.0-0A...... .......................................... Fee Simple Title holder (it other than owner) I Name ..............�.�.0+.............................. ........... ........................................ Address ............. ......................... ....................... Contractor....�1.....I...�.. 1 I (.. ...�.L .....................'.......................................... Address .......7 C_' t C"` )...... ........ Surety(if any) .. .l;f ........... ............. . . f Address ..............'.................................................i.......Amount of bond S s ............... Any person making a loan for the construction of the improvements:; Name ....... ri................ ..... .... Address ............. I .................................... . r Person within the State of Florida designated by owner upon whom notices or other documents maybe served: i Name .......ti Q.N.�-. .......... Address ............. ......... .... ..... In addition to himself. owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h), Florida Statutes. (Fill in at Owner's option). Name .... ............................................ ........................................ Address ........................... ... ., THIS SPACE FOA'RECORDER'S USE ONLY Bk: 9140 ...... . . . .. .. ... .. . Pg: 1543 owner Doc# 98286346 CAT ERINE A. LAWSON Filed S Recorded Notary State of Florida 11/24/98 Sworn to and subscribed before me 12:44:30 R.M. �V' alyp=Aug. 11, 2001' HENRY W. COOK 19. Na. CC 670936 CLERK CIRCUIT COURT da of ..N�U DUCAL COUNTY, FL RCC. $! 6.00 Notary Public 5 hlllN. RETURN Book 9102 Pg 1971 PHONE # 2-2 `"0 Permit# Tax Folio# NOTICE OF COMMENCEMENT State of Florida County of Duval THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice Of Commencement. 1. Decription of property: I a 5 5 " A M 1a 2 I N A A T L A N"T I L (J E A _H F L- 2. General description of improvements: A hl>11:I otj 3. Owner information: a. Name and Address: 1-I N p A t'�,u N L r-1i a5 I 51=Lv A ►vl A 12 I N !a ATL &tA , b. Interest in property: i L� 0`1, c. Name& address of fee simple titleholder (other than owner): N /A P21`Pn2En 0,12 J uT7A P'1l� C2oRl 4. Contractor's name and address: �- kQ -Tt&F [1 L_t i L b F_ 2 5 i��o PLI Q I�I U51� X12 J a. Phone number: q p X23 U 5 3 b. Fax number: 5. Surety information: a. Name and address: N_/A\ b. Phone number c. Fax number: d. Amount of bond: 6. Lender's name and address: N p LLL - a. Phone number: b. Fax number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.12 (1) (a), Florida Statues. Name and address: N ON C- a: a: Phone number: b. Fax number: 8. In addition to himself/herself, owner designates N ON C of to receive a copy of the Lienor's Notice as provided in Section 713.12 (1) (b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date in one (1)year from the date of recording unless a different date is specified. Signature of Owner Sworn to and subscribed before me this -"A day of19��. i Notary: Li Kno erson y/I.D. shown: My commission expires: ,••; ;"'M, CATHERINE A. LAWSON ;} Notary Public, State of Florida `= My comm. expires Aug. 11, 2001 Comm. No. CC 670936 Eek: 9102 Fig: 1971 Doc# 98253618 Filed R Recorded 10/16/98 02:33:20 P.M. HENRY W. COOK CLERK CIRCUIT COURT DUVAL COUNTY, FL REC. $ 6.00 CITY OF Office Of Building Official Date REQUEST FOR INSPECTIO � /—a� _ I Time Received _J�t O q M Permit No. —/1_P.M. J-Address ��`�v`�—�< Owners Name Locality BUILDING CONCRETE Contractor efoor Ai A Framing ELECTRICAL Re Roofing C Footing PLUMBING / Insulation Slab _ Rough Wiring – MECHANICAL C Lintel Temp Pole - Rough ❑ Air Top Out Cond. & Final. – Heating -` Sewer READY FOR INSPECTION ❑ Fire Place ❑ Mon. Pre Fab Tues ed. Friday Inspection,Made 2 Thurs, A M 2 Inspector < — – _P� Final Inspection ; Certificate of Occupancy i- �f?� """4 `Q� C Date a CITY OF Office Of Building Official REQUEST FOR INSPECTION Date *1 Time1� � ReceivedPermit No. M. P.M i�/�� Job Addre �— -- Owner's L ,ality Name -- BUILDING — Contractor CON RE ELECTRICAL Framing PLUMBING Re Roofing -. Footing M Insulation - Slab Rough Wiring _ ICAL Top Air Cond. & '= Lintel = Temp Pole - p Rough - Final Sewer - Heating READY FOR INSPECTION Fire Place ❑ Mon. Pre Fab Tues. Wed. Thurs. InspEetior.Made Friday r^ ---� A.M. !"•specior _ --- _P.M. - — Final Inspection Y Certificate of Occupancy ❑ Date PSR-3844 12709 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION ------ ------- LOCATION INFORMATION --- Permit Number: 12'0` Address : 1251 SELVA MARINA CIRCLE Permit Type: PORCH ATLANTIC BEACH , FLORIDA 32233 -*lass of Work :ADDITION --------- LEGAL DESCRIPTION ---------- Constr . T pe:WOOD FRAME Block : Lot : Twp : n Proposed Use: Section: 0 Subd: O Rng: (' Dwellings : 1 Subdivision: SELVA MARINA Est . Value : 0 . 00 Improv . Cost : 2 ,000 .00 Total Fees : 30 . 00 Amount Pali: , 30 .00 D a t e'__N4 2.1010 9/19 9 6 W- N PER PLANS -------- - OWNER INFORMATION -- - ---.---- -------- APPLICATION FEES - Name: LINDA AND HOWARD DUNLAP PERMIT 30 no Addr : '1 _`51 SFT,VA=_ARINA CIRCLE ATLANT?_1 "EAt"H , FLORIDA 32233 Phoma' : 0(1412,E1 ANT .Ae_'r,- I FORMATT -. !Name: COURTNEY BUILDEF.S Addr 1 3 ROSE PLA,"E NEPTUNE BEACH , FLORIDA 3226E Lic_ OBC057912 Exp : / Typt I NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT Vq§yp4WMO RN6 TIM%R VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: a' 7 2 41996 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR a+ T finning DEMOLITIONS Owner(s) : /�!� /�//�S d J_NLAP Address: �o�Sl Se,�►/r� a4Qf-i4q Circle Phone: �2,Yi- 37741, Lot # A*H Block or Unit # Subdivision: contractor: GOU'rtny But/ erS State License # C Q C- O S?FS/ a Address: /03 e0st. 1yV11 -&4 Phone No: ;2117 d730 Describe work to be done.: f'd P-4 g414 oAe, Aat/ Present use of building: /�!_s , Valuation of Proposed Construction: 0, 000 Proposed use: Is this an addition? ✓ If yes, what are the dimensions of the added space: �/� ft. X t!/ ft. Will the added area be heated and cooled? /►'a New electrical (or increase) ? -5 a P`1r, New plumbing fixtures?P/A New fireplace?N_�New Heat/AC?( W.V SUBMIT THREE (CCMERCIAL) TWO (RESIDENTIAL) COAWLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCElaNT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: Date: o�V- Y� J ��k License Supplied: QQP��Po��� �f Liability Insurance: Worker's Compensation Insurance: S CITY OF ATLANTIC BEACH PERMIT CALCULATIO SHEET Address .� CElegal Date-A-A - V, -,/ Heated Square Footage1n @ $ per sq ft = $ OV Garage/Shed 4 @ $ per sq ft = $ Carport/Porch 6F7 71(@ $ U per sq ft = $ UT117, Deck �� A @ $ per sq ft = $ S Patio O@ $ per sq ft = $ TOTAL VALUATION : $ QQQ C101O O (0 _ /.r" — s �r Total� Valuation 1st $� $ S Remaining Value $T', per thousand - or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ O ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ _ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ��ydy CITY OF >�t��cuitic �eacl - �eivuda 800 SEMINOLE ROAD __ _"- __ _ _ - ------ ------- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 December 20 , 19,94 Harold G. Dunlap 1251 Selva Marina Circle Atlantic Beach, FL 32233 Dear Mr . Dunlap: Our records indicate that you are the owner of the following described property in the City of Atlantic Beach: 1251 Selva Marina Circle a/k/a Lot 29 , Block 1 , Selva Marina Unit I RE#171913-0000 The Public Works Department of the City of Atlantic Beach has requested that you be notified that the fence at the above property encroaches the fifteen (15 ' ) foot drainage easement to the point of being almost on top of the drainage line. This drainage line was just installed less than eight (8) months ago to resolve a long-standing drainage problem on Selva Marina Circle . We have no record of a permit being issued for this fence. Please be advised that any damage that might have possibly occurred due to the settling of fence posts would be your reponsibility. We are requesting that you apply for the proper fence permit as soon as possible . Should you have any questions please call 247-5826 . Sincerely, Karl W . Grunewald Code Enforcement Officer KWG/pah cc : Kim D. Leinbach, City Manager Robert S. Kosoy/Director Public Works VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED CITY OF 4&a4dwc l2 -9910u Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Ji Received / r • !//t/"1/'// Job A r s Locality Owner's Name _ Contractors BUILDING CONCR E ELEC—TR ICA PLUMBING MECHANICAL Framing ❑ Footing ❑ _ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole _ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs A.M.Friday P.M. 3 -� .� A. Inspection Made _ _ PM. Inspector Final Inspecti Certificate of Occupancy ❑ (F:r f- Cep Date --- PSR-3844 10980 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION - - LOCATION INFORMATION Permit Number : 10980 Address : 1251 SELVA MARINA CIRCLE Permit Type: ELECTRICAL ATLANTIC BEACH , FLORIDA 321- 1 Class of Work : ALTERATION ---------- LEGAL DESCRIPTION ------ Constr . Type : WOOD FRAME Lot , Block : Section: Proposed Use : SINGLE FAMILY Township : RNG' * Dwellinas : 1 Code: 0 1"',.lbdivizion: SELVA MARINA Estimated Value : $0 .00 Improv . Cost : $0 . 00 Total ,Fees '. 525 .00 Amount 525 525 , 00 ,T AND L 'IS ON PORCH TNFORMATION - ---- APPLICATION FEES ----- PERMIT $25 .00 Add MAR INA CIt, WATER. IMPACTFEE SO .0c FEE F WA AP - E. TT �111 H . FLOF- 5E M", -Zial Inn RADON GAS-H.R . S . $0 .00 riFORMATION RADON CAB 5% $0 . 00 E E L E C TCAPITAL IMPROVE. $0 . 00 ,-TLLE , FL 3224'- CROSS CONNECTION $0 .00 Tvr' . SEC H IMPACT FEE 0 .0( CONST . SURCHARGE $ 00 e> i 'AT4... NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: ro CITY OF ATLANTIC BLACHI FLORIDA Approved�Y APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 10 —3i J 19 �S IMPORTANT NOTICE: HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHEIN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED D PLANS AND SPECIFICATIONS, ATLANTIC BEACH ORDINANCES. IN THE FOLLOWING, WE WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF e 1 e. 6(e.c,Tr i c. ELECTRICAL FIRM: STER ELECTRICIAN SIGNATURE NAME k ADDRESS: e RFD BOX BLDG.SIZE BETWEEN: RES. (✓) APT. ( ) COMM. ( ) PUBLIC ( ) INDUS.(' ) NEW( ! OLD (1/f REW. ( I ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE O AMPS PH 3 W ZyO VOLT RACEWAY FEEDERS NO. SIZE NO. 512E NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMP0. 11.100 AMPO. SWITCHES Z INCANDESCENT FLUORESCENT&M.V. FIXED 10.100 AMl0. ov�r1 APPLIANCES BELL 7RANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: I(WHEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. l II.P. VOLTAGE PHS _MISCELLANEOUS S1nsY� �� ( F S euteT Ctvltl Tu; Lei 11 `1 t ce1s TRANSFORMERS: UNDER GOO V. OVER G00 V. 1 NO., KVA N0. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED • r.__.. 2 TOTAL FEES G CITY OF I - t __ 800 SEMINOLE ROAD - - ----------___ _ ---_--- -- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-584X) FAX(904)247-5805 January 20 , 1994 Mr . Howard G. Dunlap 1251 Selva Marina Circle Atlantic Beach, FL 32233 Dear Mr . Dunlap : Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida : 1251 Selva Marina Circle a/k/a Lots 28 & 29, Selva Marina Unit 1 , Block 1 RE171913-0000-7 Investigation of this property discloses that I have found and determined that a public nuisance exists thereon so as to constitute a violation of City of Atlantic Beach Ordinances Chapter 16 , Section 16-11 - Debris accumulated by a contractor are the responsibility of that contractor to remove. The debris on the City right-of-way will not be removed by the Public Works Department . You are hereby notified that unless the condition above described is -remedied within five ( 5) days from the date of your receipt hereof , this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 . 09 , the Code Enforcement Board may impose fines of up to $250 . 00 per day for a first violation and $500 . 00 per 'day for a repeat violation. Sincerely, Karl W. G unewald Code Enforcement Officer KWG/pah Enclosure cc : City Manager Jim Jarboe Don Ford CERTIFIED MAIL RETURN RECEIPT REQUESTED PSR-3644 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION - - ------ LOCATION INFORMATION ------- - Permit Number : 10536 Address : 1251 SELVA MARINA CIRCLE Permit Type: BUILDING ATLANTIC BEACH . FLORIDA 3223" Class of Work: REPAIR ---------- LEGAL DESCRIPTION --------- Constr . Type: WOOD FRAME Lot : Block : Section: Proposed Use : SINGLE FAMILY Township : RNC_•. : 0 Dwellings : 1 Code: 0 Subdivision: SELVA MARINA Estimated Value: S1800 . 00 Improv . Cost. : 50 . 00 Total Fees : 525 .00 Amount Paid : $25 . 00 Pate Paid* 7 !28/95 - - ?NG OWNER INFORMATION ---- --- ---- APPLICATION FEES ----- Name : LINrR AND HOWARD DUNLAP PERMIT 525 .00 s,acsa ' 1251. SELVA MARINA CIRCLE MATER IMPACT FEE SO . 00 ATLANTIC BEACH , FLOFIDA 3� SEWER IMPACT FEE $0.00 ;orae' 01-.1411241 1639 WATER METER/TAP 50 .00 RADON GAS-H .R . S . $O .00, ----- -- CONTRACTOR INFORMATION -- RADON CAB 5% SO .00 Name : LT.'(.-'KT?4 CONSTRUCTION ,CAPITAL IMPROVE. $0 .00 Address : 241 ATLANTIC BLVD , SEWER TAP` ' S`0 .00 ATLANTIC BRACH . FLORIDA 32233 CROSS CONNECTION $0 .00 ai.cense : CR"044$23 Type : 7 SEC H IMPACT FEE $0 .00 CONST . SURCHARGE S0 00 SC'HARrE/ATL BCH - NOTES: CH .NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 7/28/95 01 Rcpt: 00713'0 ATLANTIC BEACH BUILDING DEPARTMENT CHECKS 4926 00100003221000 By: I.lIT rlriL_L nice JD ICL IYU .L4fJOUD JUI 1 j,, J • 14 14U .Uv� r .vl v • CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS �1DEMiO'L_ITIONS �^ Owner(s) :.,,. ca an Address • 1 1�1V 117 c -Phone: Lot # Block or Unit # � Subdivision: Contractor: CkA Y1 }r1 S' v State License # CYZ C C'4 H S' 3 Address : t 9_9 V zi N Phone No• LD'^�_39 Describe work to be done: 2� ac�rrne►-�-�- `�rn� �� Present use of building :ST-- IC�roC e Valuation of Proposed Construction: C O Proposed use: Is this an addition? If yes , what are the dimensions of the added space;-- --- ft . X ft . Will the added area be heated and cooled? New electrical (increase)? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date : Signature CONTRACTOR: CZ: Date: License Supplied: Liability Insurance: Worker 's Compensation Insurasnce: