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Permit 1147 W Linkside Ct (vault folder) ADDRESS j/ _ ----------------- BUILDING PERMIT NUMBER__ INSPECTIONS: UNDER SLAB PLUMBING------------------------------- FOOTING__'9^.Z/= QRZ---------__.__.___--------_- ------------------------ SLAB FRAMING - 7•� ------------------------------- COVER-UP-- ,3-/-3-422 INSULATION .3-/7- 9z FINAL BUILDING_ _jo9----------------------- CERTIFICATE OF OCCUPANCY--/-/- -------------------------- ELECTRICAL PERMIT # m'2,&Q----------------------------------- INSPECTIONS _-___INSPECTIONS ROUGH 3-'1-.3 �7Z ---------------------------------------------- FINAL 1-2-4-92 ---------------------------------------------- MECHANICAL PERMIT #_J� ___________________ ----------------- PLUMBING PERMIT # ZI-937 NOTES: &,vv-o at P� -D-S t , �C,l CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000135 Date 1/27/09 Property Address . . . . . . 1147 W LINKSIDE CT Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 11500 ---------------------------------------------------------------------------- Application desc REROOF ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LOVING, WALTER L. R.L. HAINES CONSTRUCTION, INC. 130 UNIVERSITY PARK DR. ATLANTIC BEACH FL 32233 SUITE 125 WINTER PARK FL 32792 (407) 384-1908 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 80 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 11500 Expiration Date . . 7/26/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 80 . 00 80 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 80 . 00 80 . 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 �9� I ( I f YY 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 >' X} OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 " t! BUILDING-DEPTQCOAB.US =f� BUILDING PERMIT APPLICATION DUVAL COUNTY /LZ w. L, jrf(4 too (` / [3 NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT,BLOCK_SUB DIVISION �1 f' S. ❑ADDITION ❑CONVERTING USE E3COMMERCIAL 0 ALTERATION ❑ACCESSORY BLDG. flogwismomemm f ❑REPAIR ❑POOL/SPA ❑YES N N/A I " ❑MOVE ❑OTHER ❑NO FARM lzlmmm� 9.NAME: r p�rn' 15.COMPANY NAME'.• 23.COMPANY NAME: /2-. 1'. 0 a,f Ituor-his i 16.NAME: 24.LICENSEE NAME: Lv a,(+,CA- ZO A-T 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.'. GInhr<<t CT. CCC 4l64 ty 18.ADDRESS: 2 Z 3S at.'fL�'�. 26.ADDRESS: �d c Aga l (YL '3ZZ3S oti( c� �ZL V-ro 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 120.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: y�'1- 3�Y-(fep 3zi-z3Y�(4?3 13.CELL PHONE: 21.CEL PHONE: 29.CELL PHONE: q,(7L(- �c�, oo g6 qo - y-fS -126 o 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: 31.NAME: , /4 33.NAME: p � 35.NAME: 32.ADDRESS: (\( r34DDRESS: /V 36.ADDRESS. /Y Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Sign Date: mVD Signed:�� Date:JJA6.t Q9 _ Before me this 2c) day of 2009 in he county of Before me this al(i day of Q n 2009 in the county of Duval,State of Florida,has per n ly appeared Duval,State of Florida,has personally appeared ri L v i n1d., R;c�.A.r d 4%. . herin by himself/herself anY affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. �t true and accurate. Notary Public at Large,State of�-,County of 101JI& Notary Public at Large,State of us w,County of Q ra.,1tA. _ �rsonally Known 0'Personally Known ❑Produced Idenfificafion- ❑Produced Identifi ation- Notary Signature. VVN Notary Signature: rr, p" RHONDAJOHNSON � �'`'` °AY COMMISSION#DD 581802 U EXPIRES:August 8,201fl F4,� Notary Public State of Florida Cynthia M Papania My Commission Dt7692444(Expires 0912212011 Page-1 of l IIN �uN � N��Ni�lll� Print Date. 1/27/200912:37:14 ` PM Transaction#: 1316114 Receipt#: 1265096 Jim Fuller Cashier Date: 1/27/2009 Clerk Circuit Court 12:36:52 PM(MKING) Duval County _ 330 E. Bay Street Rm 103 Jacksonville, FL 32202 (904)630-2044 Customer Information Transaction Information Payment Summary DateReceived: 01/27/2009 Source Code: EDBALL Q R L HAINES ROOFING LLC Q Code: EDBALL 2235 MERCATOR DR Return Code: Over the Total Fees $20.00 ORLANDO,FL 32807 Counter Total Payments $20.00 Trans Type: Recording Agent Ref Num: 1 Payments 901 CASH $20.00 2 Recorded Items BKPG: 1476119$2 CFN.-2009019061 Date:1/27/2009 (N/C)NOTICE COMMENCEMENT 12:36:38 PM From:LOVING WALTER ETAL To: COMMENCEMENT INDEXING 3 $0.00 RECORDING 1 $10.00 BKPG: 147611953 CFN.•2009019062 Date:M712009 dE (N/C)NOTICE COMMENCEMENT 12:36:38 PM From:SAMUELS ANITA To: COMMENCEMENT INDEXING 2 $0.00 RECORDING 1 $10.00 0 Search Items 0 Miscellaneous Items file://C:\Program Files\RecordingModule\default.htm 1/27/2009 It CITY OF ATLANTIC BEACH 800 SENQNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034466 Date 1/05/07 Property Address . . . . . . 1147 W LINKSIDE CT Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1925 ---------------------------------------------------------------------------- Application desc REPLACING 3 WINDOWS ---------------------------------------------------------------------------- Owner Contractor ------------------------- ------------------------ LOVING, WALTER L. AMERICAN WINDOW PRODUCTS 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1925 Expiration Date . . 7/04/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 FERIMT IS APPROVED ONLY IN ACCORDANCE WITH ALL CM OF ATLANTIC REACH ORDINANCES AND THE FLORIDA BUILDING CORDES. s r CITY OF ATLANTIC BEACH PLAN REVIEW SHEET a =.Hteti*e�:r�)Bu ilding Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane R. Carper Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. Kaluzniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# Q& - 541y&& Property Address Ll 1/1 11 L/n /e.S%0 E 67- Applicant: TApplicant: AM N i-7, do 0 Project: rG A i S This permit application has been: This as noted by the P460&0"" Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the co rect department may delay your permit from being issued. Reviewed By: Date: /Vf Date Contractor Notified: � 7- CP CITY OF ATLANTIC BEACH J WINDOWS, SKYLIGHTS, GARAGE DOORS,HURRICANE SHUTTERS h4l rDate:Job Address:• Li a & ` W ` Owner: Lcy r /� Address: I 'C' L1 K. ��' l�e�• j''16, Ft Phone: -71 C) cc)q G� V,_ . Legal Description: Block Number: Lot Number: ?32- Zoning District:� �.�!va- Yt" de- Contractor: AMERICANVdNDOW State License Number: C bc,245 r W- MODUCYS,114C. Address: 2633 POWF,R,SA�', Phone: City: JACKSONVILLE,FL 32207 State: Zip: Fax: Describe proposed use and work to be done: �( � ► � J Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Required Building Data: Mean Roof Height (ft) Building Width (ft) Building Length F (ft) Roof Slope - Window Height r" (ft) Window Width (ft) Window Elevation from Grade (ft) Measurement from corner of building to window 6 `"I (ft) Number of windows being installed c Mean Roof Height � I � 800 Seminole Road Atlantic Beach,Florida 32233-5445 Page 1 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atiantic-beach.n.us Revised 1/27/03 Procedure: In order to expedite issuance of, permits provide all information as appropriate. Incomplete applications may fesult 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 IocAtions I hereby certify that all informa'on provided wi s appl' ation is torr c�'i� Signature of Owner: Date: 12 IN. I hereby certify that I have read and examined this applicati and know a 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 co ect and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: �� Q Address and contact information of person to receive all correspondence regarding this application(please print). Name: low Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this 8119 day of Tee- State of Florida,County of Duval e°t Y Ppe(% BETTY FELDER ' ��ee� Notary s Signature: * * MY COMMISSION#DD 239510 EXPIRES:December 7,2007 ffrPersonally known EOF F�� Bonded Thru Budget Notary Services ❑ Produced.identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of State of Florida,County of Duval BETTY FELDER#DD 239510 MY COMMISSNotary's Signature: * * ION EXPIRES:December 7,2007 ,—,/ �r'rFOF F��\ce Bonded Thru Budget Notary Services 'U' Personally known ❑ Produced identification Type of identification Produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Page 2 Phone: (904) 247-5800 Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us Revised 1/27/03 ida Building Code Online Page x flairs r it it 'ir I ■ Overview Product Search Organization Product SearchA licatlon ■ ■III User: Public User -Not Associated with Organization- ■ Need Help? Application#: FL747 Date Submitted: 10/29/2003 Product Manufacturer: Gorell Enterprises Inc. Address/Phone/email: 1380 Wayne Ave. Indiana, PA 15701 (724)465-1839 Category: Windows ■' Subcategory: Double Hung Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section Standard Year Code: 1707.4.2.1 AAMA/NW_ WDA 1997 101/I.S.2 Certification Agency: Keystone Certifications, Inc. Quality Assurance Entity: Validation Entity: FILE COPY Authorized Signature: Richard Gibson rgibson@gorell.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 10/29/2003 Date Approved: 11/19/2003 http://www.floridabuilding.org/pr/pr_detl.asp?IPT=747&RV=O&fm=ROSrch 3/17/2005 ,rida Building Code Online Page 2 of 3 Page 1/I Page: ....................... pp/Seq Product Model#or Model Limits of Use # Name Description G5305 R55@44 x60 R30@54x77 Double hung G5155,5115,5195,5265,5275 747.1 G5115 replacement R40@4460 R50@32x54w/Mod sill GSVDH R20@4460 GSVDH-2 R20@4460 G5305 R55@44 x60 R30@54x77 Double hung G5155,5115,5195,5265,5275 747.2 G5155 replacement R40@4460 R50@32x54w/Mod sill GSVDH R20@4460 GSVDH-2 R20 44x60 G5305 R55@44 x60 R30@54x77 Double hung G5155,5115,5195,5265,5275 747.3 G5195 replacement R40@4460 R50@32x54w/Mod sill GSVDH R20@4460 GSVDH-2 R20 44x60 G5305 R55@44 x60 R30@54x77 Double hung G5155,5115,5195,5265,5275 747.4 G5265 replacement R40@4460 R50@32x54w/Mod sill GSVDH R20@44x60 GSVDH-2.R20 44x60 G5305 R55@44 x60 R30@54x77 Double hung G5155,5115,5195,5265,5275 747.5 G5275 replacement R40@44x60 R50@32x54w/Mod sill GSVDH R20@44x60 GSVDH-2 R20@4460 G5305 R55@44 x60 R30@54x77 Double hung G5155,5115,5195,5265,5275 747.6 G5305 replacement R40@44x60 R50@32x54w/Mod sill GSVDH R20@44x60 GSVDH-2 R20@4460 G5305 R55@44 x60 R30@54x77 Vinyl Double G5155,5115,5195,5265,5275 747.7 GSVDH hung new R40@44x60 construction R50@32x54w/Mod sill GSVDH R20@44x60 GSVDH-2 R20@4460 G5305 R55@44 x60 Vinyl Twin R30@54x77 747.8 GSVDH-2 Double hung G5155,5115,5195,5265,5275 new R40@44x60 construction R50@32x54w/Mod sill GSVDH R20@44x60 http://www.floridabuilding.org/pr/pr_detl.asp?IPT=747&RV=O&fm=ROSreh 3/17/2005 arida Building Code Online Page 3 of 3 IGSVDH-2 R20@44x60 j V4 I"woo Coavrioht and Disclaimer;02000 The State of Florida.All rights reserved, v�e�ry h http://www.floridabuilding.org/pr/pr_detl.asp?IPT=747&RV=O&fm=ROSrch 3/17/2005 G � 3 41 t4-,1 N� �D �U Farabaugh Engineering and Testing, Inc. i PERFOP.MANCE TEST REPORT I GORELL MODEL 05155 TILT DOUBLE HUNG WINDOW I H-R50 (DOWNSIZE) I (2'-8" X 4'-6") FOR IGORELL ENTERPRISES, INC I 1380 WAYNE AVE BUILDING PLANS EXAMINER INDIANA, PA 15701 REVIEWED FOR CODE COMPLIANCr IProject No. T106-01 KEEP THIS PLAN ON JOs 1/22/01 MAY 13 2003 IBuilding&Zoning Inspectio � -Jay;,, _. F..x,�miner Signature ' License No. DANIEL G.FARABAUGH P.E. 255 Saunders Station Rd. ' Trafford, PA 15085 (412)373-9238 Keystone Commons • 515 Braddock Avenue • Turtle Creek, PA 15145 rJ3, ' (412) 824-3316 • FAX (412) 824-3367 Project No. T106-01 Report Date: January 22, 2001 Page 1 of 4 PERFORMANCE TEST REPORT Manufacturer: GORELL ENTERPRISES, INC 1380 WAYNE AVE INDIANA, PA 15701 Product Identification Product Ty pe: Double Hung Window Series/Ivlodel4: G5155 Specification: AAIvIA/NWWDA 101/I.S.2-97 Designation: H-R50 DOWNSIZE (32" X 54") AAN1A/NWWDA 101/I.S.2-97 GRADE 50 Test Reference: See Test Report No. ETC-98-155-6330-0 (dated: 1/13/99) by ETC Laboratories for full size test report. Product Description: Attached Test Results: Attached Test Equipment: FET Testing, Date: 11/27/00 Detailed assembly drawings showing wall thickness of all members, corner construction and hardware application are on file and have been compared to the sample submitted. A copy of this report and test sample will be retained at FET for a period of 4 years. The results obtained apply only to the specimen tested. No conclusions of any kind-regarding the adequacy or inadequacy of the glass in the test specimen may be drawn form this test. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. Prepared, y: Approved by: 4 Paul G. Farab gh Patrickarabau E i Project No. T106-01 Page 2 of 4 Product Description General: Test sample was comprised of Gorell Model "G5155" Tilt Double Hung Vinyl Prime, one- over-one (tilt loading type) double hung window, with an overall master frame size measuring 32" wide X 54" high X 3-1/2" wide. The bottom sash measured 29-7/16" wide X 26-11/16" high overall. The top sash measured 28-11/16" wide X 25-7/8" high overall. The frame corners were of welded mitered with one screw in bottom corners construction. The sash corners were of welded mitered type corner construction. Bottom sash had an exterior screen (28-3/4" w x 26-13/16" h). A sill riser was pressure fitted and silicone was added for the attachment to the sill. A `/4" spacer block was at the corners of the sill located near the corners of the bottom sash. Weather-stripping: Single strips of center fin pile seal (0.187" w x 0.23" h) at side face and exterior face of both sashes stile's. Single strips of center fin pile seal (0.187" w x 0.23" h) at head enclosure and at exterior face of the top rails of both sashes. Single strip of bulb seal (0.187" w x 0.30" dia) at bottom of the bottom rail of the bottom sash. Single strip of foam filled vinyl interlocking weatherstrip on keeper rail of the top sash. Single strip of pile seal (0.187"w X. 0.35"h) at interior face of the top rail of the screen. Operators and Other Hardware: Each sash had two sets of constant force balance shoes, one per jamb. One cam-type sweep lock was attached'to the center of the bottom sash meeting rail with keeper on top sash meeting rail. One plastic tilt latch with thumb actuator was housed at each end of the top rail and interior meeting rail of the bottom sash. One die-cast pivot bar was fastened with (1) screw at each end of the bottom horizontal rails of the top and bottom sash. Glazing System: Each sash was exterior drop glazed with 0.85" thick insulated glass using double-sided foam glazing tape. The sash utilized two (0.09") thick clear annealed glass lites with a 0.67" continuous metal spacer. An exterior snap-in single leaf dual durometer-rigid vinyl-glazing bead secured the glass. Weep Holes: Two (3/8" x 3/32") weep slots were located on the bottom side of the bottom sash horizontal rail, one 1-1/4" from each end. Two (3/8" x 3/32") weep slots were located on the glazing track of the bottom sash bottom rail, one 1-1/4" from each end. Two (1/4" x 3/32") weep slots were located on the bottom side of the top sash horizontal rail, one 2-1/4" from each end. Four (1/4" x 3/32") weep slots were located on the glazing track of the top sash bottom rail, two at 1-1/2" and two at 1-3/4" from each end. The frame sill was a sloped sill. Three (1/4" dia) weep holes were located on the bottom rail of the screen, one 2-1/2" from each end and one in the center. Project No. T106-01 Page 3 of 4 Sealant: Silicone sealant was used at exterior perimeter of frame to buck intersection Anchorage: A 1/2" wide x 1/2" deep wood furring strip were located around the perimeter of the extenor and interior side of the frame. The (finishing) nail pattern for the interior furring strip was 6" on center (nominal) and for the exterior furring strip the nail pattern was 12" on the jambs side and 6" on the header and sill. GORELL "G5155" DOUBLE HUNG WINDOW Test Results �waw� xi` i gUII-PlNq pLAly4� Paragraph Test Title / Test ResItWIEV), -XlloWat] Referenced Test Method CODE KEEP "� S PLAN ON JOB Gateway Performance Requirements MAY 1 b z11U3 2.1.2 Air Infiltration Test b Jax., FL. Building& (ASTM E-283-91) "v @ 1.57 psf 0.1� ls€ ature c s specimen meets the er ormanc E1 > P P f q.. The tests �?iP�L--� - AAlW IATWWDA 101/LS2-97 for Air Infiltration. 2.1.3 Water Resistance Test (ASTM E547-96) @ 2.86 psf(with & without No penetration No penetration screen) 2.1.4.2 Uniform Load Structural Test (see optional performance results) 2.1.7 Welded Corner Test Meets As Stated 2.1.8 Forced Entry Resistance (ASTM F588-97) Performance Level 10 Type A (Section 10) Sec. 10.1 Lock Manipulation Test No Failure As Stated .Sec. 10.2.1.1 Test Al No Failure As Stated Sec. 10.2.1.2 Test A2 No Failure As Stated Sec. 10.2.1.3 Test A3 No Failure As Stated Sec, 10.2.1.4 Test A4 No Failure As Stated Sec. 10.2.1.5 Test A5 No Failure As Stated Sec. 10.2.1.6 Test A6 No Failure As Stated Sec. 10.2.1.7 Test A7 No Failure As Stated Sec. 10.2.1.8 Lock Manipulation No Failure As Stated Project No. T106-01 Page 4 of 4 GORELL "G5155" DOUBLE HUNG WINDOW Test Results (cont.) Paragraph Test Title/ Test Results Allowable Referenced Test Method 2.2.1.6.1 Operating Force Test top sash 10 lb up, 11 lb do 30 lb bottom sash 11 lb up, 12 lb do 30 lb Specific Window Performance Results 2.2.1.6.2 Deglazing Test (ASTM E987-88, Method B) Top sash left stile @ 50 lbf 12 % <100% right stile @ 50 lbf 12 % <100% top rail @ 70 lbf 12 % <100% bottom rail @ 70 lbf 12% <100% Bottom sash left stile @ 50 lbf 12 % <100% right stile @ 50 lbf 12 % <100% top rail @ 70 lbf 12 % <100% bottom rail @ 70 lbf 12 % <100% Optional Performance Results 4.3 Water Resistance Test (ASTM E547-96) @ 7.50 psf(with & without No penetration No penetration screen) 4.4.2 Uniform Load Structural Test (ASTM E-330-97) (0.4%xL) @ 75 psf positive 0.040" * 0.118" @ 75 psf negative 0.052" * 0.118" * - Maximum Deflections. e fKt y. ttj rt ,y.t'�. �•�v�n'!dr �: f 'f 11�t1 7&�i .Y f• t 1 is a t h tp ,.y�wyM/t �'i Tri,,,t' � *11}a i� r1 ui ��.�`Y 1..''��ir �`4.. It Q�t '+ y.�4�r 1. .•I r +ty..�E;tu r' p11"f r .r `'•r C KUP X87 T' I A MAY 1, F BuRdip$&Zondrjg lig I� Gt�ul, �NrV J y J NEERING AN Exams rhar Q (��ir-1tdG>r---- .. l+fit CONCRETE OR ANCHORG- jt4ASONRYI /,.�::�I4r �� 'A' r 48 •dG R�' OPENING. CAULK dt SECURE 1 SHIM " , ) AS REOUIREtp�A`T• Q BUCK TO MASONRY BEARING SHIM, EACH INSTALLATION ANCHOR AS OPENING. AS DE- 2•� ASICHOR MUST BE OFSICNED BY OTHERS. SHOWN, WITH LOAD T , SIGNED BY OTHERS. -` INTO BUCK, BY OTHERS•VFFICIENT LENGTH TO PROVIDE 1 4'1 3.) CAULK BEIWEEtr WINNGES k BUCK ANO / EMBEDMENT c OF WINDOW, .. .' DOW FLACAULK FULL PERIMETER .r 4•)) ANCHOR SPACING SHALL'NOT EXCEED 12' OC, S) CLASS THICKNESS WILL VARY WITH WINDOW . PERtMEiER CAULX, ' MUST COMPLY WITH , DESIGN BY'ptHER$. ALSO, 6 ASTM-E1300. LOAD, AND BETWEEN FLANCE IM ) SEE APPLICABLE CHART FOR DESIGN LOAD DETAILS. CONCRETE OR dt BUCK. 32' mom MASONRY OPENING. INSIDE DIMENSION ANCHOR WOOD BUCK k ANC HORACE 1 SHIM WOOD BUCK k ANCHORAGE By BY OTHERS . . BY OTHERS n ANC HORS r/IN PAIRS 1 U i 12., O,C. .` 1 O ¢ JAMB �..� `. USE SHEAR PADS ! SILL ANCHOR$ ARE x 3 SECURELY ANCHOR WINDOW UNIT TO NOT PERLLtDOW F 7HRU �a BUCK. ANCHOR EMBEDMENT.MUST Be X+ "DOW FRAMES. ;. 1 1/4•, CAULK BETWEEN • t„ EEN (LANCE dt BUCK ' PERIMETER CAULK ANCHORS " '�'��"��EXTERIOR 1DIMENSION 1D WITHIN < 8 EXTERIOR OF FRAME CORNERS A A t CAULK BETWEEN S_LLL BUCK k OPENING i' r° PERIMETER CAULKA A (DEkOiES TO ANCHOR) BY OTHERS. STOOL BY OTHERS d •��' A 4. A MAX. STRUCTURAL TEST PRESSURE 82.3 PSF. A ORELL ENTERPRISESIN= tS PRE-CAST SILLscut �1AJ r A Oft 8Y OTHERS. CAULK BETWEEN FLANGE k P LL. A PRE-CAST SJLL. tsx tt' INSTALLATION EXTERIOR E not MODEL 5153 NNST ero ra y i LEYA710N' k FASTENER NST L 5155 II'D « 4y. } v. FARggAUGH P.E. Trattord,PAS Rd. =` - (412)37 American Window Products, Inc. 2633 Powers Avenue Jacksonville, Florida 32207 904-731-2247 - Voice 904-731-8824 - Fax December 181, 2006 City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 904-247-5800 904-247-5845 — Fax # Re: 1147 Linkside Court W. To Whom It May Concern: Enclosed please find the permit application for the above- mentioned address in duplicate. Please call when it is ready. If you have any questions please call. gard , oN oA ON a� Farabaugh Engineering and Testing, Inc. i PERFORMANCE TEST REPORT I GORELL MODEL 05155 TILT DOUBLE HUNG WINDOW I H-R50 (DOWNSIZE) I (2'-8" X 4'-6") FOR GORELL ENTERPRISES. INC I 1380 WAYNE AVE BUILDING PLANS EXAMINER INDIANA, PA 15701 REVIEWED FOR CODE COMPLIANC-P IProject No. T106-01 KEEP THIS PLAN ON JOB 1/22/01 MAY 13 2003 ' Building&Zoning Inspectio Jay., Fx.�miner Signature ILicense No.�_� DANIEL G.FARABA UGH, P.E. 255 Saunders Station Rd. ' Trafford, PA 15085 (412)373-9238 Keystone Commons • 515 Braddock Avenue • Turtle Creek, PA 15145 ' (412) 824-3316 • FAX (412) 824-3367 Project No. T106-01 Report Date: January 22, 2001 Page 1 of 4 PERFORMANCE TEST REPORT Manufacturer: GORELL ENTERPRISES, INC 1380 WAYNE AVE INDIANA, PA 15701 Product Identification Product Ty pe: Double Hung Window Series/Aodel9: G5155 Specification: AAMA/NWWDA 101/I.S.2-97 Designation: H-R-50 DOWNSIZE (32" X 54") AAMA/NWWDA 101/I.S.2-97 GRADE 50 Test Reference: See Test Report No. ETC-98-155-6330-0 (dated: 1/13/99) by ETC Laboratories for full size test report. Product Description: Attached Test Results: Attached Test Equipment: FET Testing Date: 11/27/00 Detailed assembly drawings showing wall thickness of all members, corner construction and hardware application are on file and have been compared to the sample submitted. A copy of this report and test sample will be retained at FET for a period of 4 years. The results obtained apply only to the specimen tested. No conclusions of any kind-regarding the adequacy or inadequacy of the glass in the test specimen may be drawn form this test. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. Prepared, y: Approved by: Paul G. Farab gh Patrickarabau E Project No. T106-01 Page 2 of 4 Product Description General: Test sample was comprised of Gorell Model "G5155" Tilt Double Hung Vinyl Prime, one- over-one (tilt loading type) double hung window, with an overall master frame size measuring 32" wide X 54" high X 3-1/2" wide. The bottom sash measured 29-7/16" wide X 26-11/16" high overall. The top sash measured 28-11/16" wide X 25-7/8" high overall. The frame corners were of welded mitered with one screw in bottom corners construction. The sash corners were of welded mitered type corner construction. Bottom sash had an exterior screen (28-3/4" w x 26-13/16" h), A sill riser was pressure fitted and silicone was added for the attachment to the sill. A '/4" spacer block was at the corners of the sill located near the corners of the bottom sash. Weather-stripping: Single strips of center fin pile seal (0.187" w x 0.23" h) at side face and exterior face of both sashes stile's. Single strips of center fin pile seal (0.187" w x 0.23" h) at head enclosure and at exterior face of the top rails of both sashes. Single strip of bulb seal (0.187" w x 0.30" dia) at bottom of the bottom rail of the bottom sash. Single strip of foam filled vinyl interlocking weatherstrip on keeper rail of the top sash. Single strip of pile seal (0.187"w x 0.35"h) at interior face of the top rail of the screen. Operators and Other Hardware: Each sash had two sets of constant force balance shoes, one per jamb. One cam-type sweep lock was attached'to the center of the bottom sash meeting rail with keeper on top sash meeting rail. One plastic tilt latch with thumb actuator was housed at each end of the top rail and interior meeting rail of the bottom sash. One die-cast pivot bar was fastened with (1) screw at each end of the bottom horizontal rails of the top and bottom sash. Glazing System: Each sash was exterior drop glazed with 0.85" thick insulated glass using double-sided foam glazing tape. The sash utilized two (0.09") thick clear annealed glass Utes with a 0.67" continuous metal spacer. An exterior snap-in single leaf dual durometer-rigid vinyl-glazing bead secured the glass. Weep Holes: " Two (3/8" x 3/32") weep slots were located on the bottom side of the bottom sash horizontal rail, one 1-1/4" from each end. Two (3/8" x 3/32") weep slots were located on the glazing track of the bottom sash bottom rail, one 1-1/4" from each end. Two (1/4" x 3/32") weep slots were located on the bottom side of the top sash horizontal rail, one 2-1/4" from each end. Four (1/4" x 3/32") weep slots were located on the glazing track of the top sash bottom rail. two at 1-1/2" and two at 1-3/4" from each end. The frame sill was a sloped sill. Three (1/4" dia) weep holes were located on the bottom rail of the screen, one 2-1/2" from each end and one in the center. Project No. T106-01 Page 3 of 4 Sealant: Silicone sealant was used at exterior perimeter of frame to buck intersection Anchorage: A 1/2" wide x 1/2" deep wood furring strip were located around the perimeter of the exterior and interior side of the frame. The (finishing) nail pattern for the interior furring strip was 6" on center (nominal) and for the exterior furring strip the nail pattern was 12" on the jambs side and 6" on the header and sill. GORELL "G5155" DOUBLE HUNG WINDOW Test Results �k �U11 A�Nf pLAN E. Paragraph Test Title / Test ResI ll6)a..a Referenced Test Method CODE CO, `1t KEEP T"'� ON 10B Gateway Performance Requirements MAY NU3 2.1.2 Air Infiltration Test �w Sax.,FL Building& (ASTM E-283-91) @ 1.57 psf 0.1 r�� , ^.jgnature S E The test specimen meets the performanc@ AAJWA/NWWDA I01/LS.2-97 for Air Infiltration. 2.1.3 Water Resistance Test (ASTM E547-96) @ 2.86 psf(with & without No penetration No penetration screen) 2.1.4.2 Uniform Load Structural Test (see optional performance results) 2.1,7 Welded Corner Test Meets As Stated 2.1.8 Forced Entry Resistance (ASTM F588-97) Performance Level 10 Type A (Section 10) Sec. 10.1 Lock Manipulation Test No Failure As Stated Sec. 10.2.1.1 Test Al No Failure As Stated Sec. 10.2.1.2 Test A2 No Failure As Stated Sec. 10.2.1,3 Test A3 No Failure As Stated Sec. 10,2.1.4 Test A4 No Failure As Stated Sec. 10.2.1.5 Test A5 No Failure As Stated Sec, 10.2.1.6 Test A6 No Failure As Stated Sec. 10.2.1.7 Test A7 No Failure As Stated Sec. 10.2.1.8 Lock Manipulation No Failure As Stated Project No. T106-01 Page 4 of 4 GORELL "G5155" DOUBLE HUNG WINDOW Test Results (cont.) Paragraph Test Title i Test Results Allowable Referenced Test Method 2.2.1.6.1 Operating Force Test top sash 10 lb up, 11 lb do 30 lb bottom sash 11 lb up, 12 lb do 30 lb Specific Window Performance Results 2.2.1.6.2 Deglazing Test (ASTM E987-88, Method B) Top sash left stile @ 50 lbf 12 % <100% right stile @ 50 lbf 12 % <100% top rail @ 70 lbf 12 % <100% bottom rail @ 70 lbf 12% <100% Bottom sash left stile @ 50 lbf 12 % <100% right stile @ 50 lbf 12 % <100% top rail @ 70 lbf 12 % <100% bottom rail @ 70 lbf 12 % <100% Optional Performance Results 4.3 Water Resistance Test (ASTM E547-96) @ 7.50 psf(with & without No penetration No penetration screen) 4.4.2 Uniform Load Structural Test ' (ASTM E-330-97) (0.4%xL) @ 75 psf positive 0.040" * 0. 118" @ 75 psf negative 0.052" * 0.118" * - Maximum Deflections. t '7e it, 7� ti i� I ! f"dx++r I T 1,-,'4 r }�+.i�k ; $7 NY tt] _•-^I r+o `�t4rf8 � +�, }�01l99 t5,y•!y�F+t"�ix`r�. Sl+ , e.� t{ -�, ^ F-1-1111., . ! • { f� Y'��[1 r 1S H.'�FLY�i� { 41 \I F: 4 �'J 1r:V} y F N�+��.tl''^x�y�� .. I r mt I �ti. r v ,?v `,° {•y14��,• 1 �fi U'ILIf��" ry RL��IIE��II iw MAY 1, r Ll(,7 i ;a, Bul' d[f g_: Z901(fg.I0JJG.4lIUl� INEERING AND E ca Fri I�$r tt Ito iNGT"_ LI N 'cense N R AN CONCRETE OR _ .,f., .,. I .. i a,+., ' MASONRY CAULK # SECURE 1, SHIM AS REOUIREfD AT EACH INSTALLATION ANCHOR AS SHOWN, WITH LOAD Ib Op=. Q BUCK TO Mti50NRY' BEARING SHIM, AS DESIGNED BY OTHERS. } t OPENING AS DE 2•) ANCHOR MUST BE OF SUFFICIENT LENGTH TO PROVIDE 1 1/4' EMBEDMENT dF, SIGNED BY OTHERS. INTO BUCK, BY OTHERS. J 3.) CAULK BETWEEN,WINDOW FLANGES k BUCK AND CAULK FULL PERIMETER Y OF WINDOW. „ 4.) ANCHOR SPACING SHALL NOT EXCEED 12' OC, S•) CLASS THICKNESS WILL VARY WITH WINDOW,SIZE !c DESIGN LOAD, AND MUST COMPLY WITH ASTM-E1300. P�ME7ER CMC `:6,) SEE APPLICABLE CHART FOR DESIGN LOAD DETAILS, CONCRETE OR BY'OTHERS. , - .. ` 1''SHIM .. ':`'32' mox ANCHOR MASONRY OPEN NC. ?� BETWEEN FE INSIDE DIMENSION k . .., WOOD BUCK k ANCHORAGE, BY OTHERS SHIM W-OOD BUCK OT ERS k ANCHORAGE ANCHORS IN PAIRS - < 1 z, D.C. JAMB USE SHEAR PROS E 4 a SECURELY ANCHOR WINDOW UNIT TO 2 X.' 6 7 I'LL ANCHORS ARE t BUCK. ANCHOR EMBEDMENT.MUST BE NOT PERMISSABLE THRU 1 1/4'. ti WINDOW FRAMES. , ```��'' x CAULK BETWEEN FLANGE k BUCK PERIMETER CAULK ANCHORS :. EXTERIOR DIMENSION TO WITHIN < 8' EXTERIOR OF FRAME CORNERS�A A A CAULK BETWEEN BUCK !t OPENING t �. 5151®L O A A (DENOTES TO ANCHOR) PERIMETER CAULK. BY OTHERS. STOOL BY OTHERS A- A 4 A C \ A MAX. STRUCTURAL TEST PRESSURE 82.3 PSF. d < < d' A A ❑REEL ENTERPRISES,IN .,` wu rvu .annxt an s/iT/ox ; PRE-CAST SILL R A °'" YSN BY OTHERS, CAULK BETWEEN FLANGE:k PRE-CAST SILL tnu MODEL 3133 INSTALLATION°r0•M0 F EXTERIOR ELEVATION a h FASTENER DETAIL 3133 IFD l 7 7 ^A \ r ., r, ,ii��s�kl .' i, r^ ,•-•� ^+{ \}1,:1.1,"_1viF'•`� ,Tri: DANIEL G.FARWUGH,P.E �- �' 255 Saunders Salon Rd. .. Trafford,PA`15088, 1 (412)373-92381 , +" r . �� •s, CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 J3D9 Application Number . . . . . 09-00000221 Date 2/13/09 Property Address . . . . . . 1147 W LINKSIDE CT Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10548 ---------------------------------------------------------------------------- Application desc re roof FL 1476. 1 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LOVING, WALTER L. EVERLAST ROOFING PROFESSIONALS INC ATLANTIC BEACH FL 32233 6973 HIGHWAY AV STE 108 JACKSONVILLE FL 32254 --- Structure Information 000 000 RE ROOF FL 1476 .1 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . RE ROOF FL 1476.1 Permit Fee . . . . 85 .00 Plan Check Fee . 00 Issue Date . . . . Valuation 10548 Expiration Date . . 8/12/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85. 00 85. 00 . 00 . 00 Plan Check Total . 00 .00 . 00 .00 Grand Total 85 . 00 85 . 00 .00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLAN'T'IC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Feb 12 2009 3337PM 904-695-2102 � P• 2 cmv OF ATtrtpmta EaAp/ 09. I 1 OoostMNlCla MOM.MAN=91404,PLUM t 1 ' sul.aNa<oer►�caw.w BUILDING PERMIT APPLICATION DIUVAL COUNTY aaweulorno0 OewOURON n1ORTIAL 1SAOMM t D AMTM D cowrtwnmmI to ASI M"QN DAaaassoN+SM. E f a"PAR a pm 11M NM IL NAMe; V gAME 93twr awe dors to �.Leffffm NAME: ta.�aA A ozmatls; Amon"! "! r1. / M0: .A/IC! 21,nAA Np,: N. P 21. sl.WE KOWR N� fwwarw �OMYMIrif C01lAMh IMON1CAOi ia«oelflt M'NAME aa.Whiff; !NAME: a fk N.A 34 Abomalm Ap~00 is hataft MOM b obgM • partnit bole tlta woo and Inftb*n! a1 hdiosiaa. 1 Go*dist na work or inda1s00e R11 abrentanosd pfW is ew Imsnas ata pe is snd stat M work w*bs perkotad Is malt the alkrMuds of W taws 1"*q conatrudlan In tMs 160196100n Tft pwftt baome to n401 and VOW It work 10 sal aowREsmaad Yrl1ltln sk fQ NONN, or It aon hm tam W work to 11,1palfdsa IF aeamdonsd tar a psdod d sh(a)atrondls st arty ems eftr work to saattftem" t wWsatend that sawaw poem►mum kE"amm for 54dftol Mek Plumft bmmftt<u etoMra a 7 r Ws OWMWG AF04GAVIT•1 m r*Mttt d MN%releittp lolOrmdon M aoaaaf*and OW aM want 1At o0 dont in=m0anos wldh as apptloWO I tlws A4pAp"gait/ uNilon and m".I wN not a1=11l at mm pN reftwood hikon0 or any part Mata1.Wm MI Napacwm ars%"m and pylar is obbtnlm0 s CaAlsests Ot aaauMnor ar arrptatton Nomad byllw bAmois offt al,as i"mW sY kw. **A WARNING TO OWNER: YOUR FAILURE TO RE©ORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING, CONWLT WITH YOUR E N OR R NOTM OF it.r ree tkie .,-saY d 1010 h M®only of Wa_j Oey. soap in ttw eewey of t D"l'i:eleer Pk A a,hoe pmvfmft d OwN.sitle al Floods,het ON@-rny•AMS 1 I hodtn M teNwlRl hredf Ind 11 aN artr+�tnaarw drllats*wm do by tlYraeal ttudtl end ia'n:s tkat e0 ON1001lwwana dlgereneee sea Marr vutitk at t.s"!ua d Coenty of J %W4ppvhkdwmftm0f Pourgr d d nneMn Ke..n orl.rw�ianMerr�- w.rry M 104LODOM .•�,,".�� Mf:tDl4.ti00M wool+ftMkAp i aft4 --.-ry Ptbeo-Sft C F`k} Notary Pub%•St b d Fbrlds • ` y ComrnN�on Ertphrs S000MY Com daW Exohm SIP V M Co wWan N004ConmiWon#DO 476634 Bonded B mmnst "A"m ,,°� Banded B Nelbnal Nott Attie. •nawMer Z'd Asium 4ob dol:ZO 00 Zl Cad Feb 12 2009 3: 37PM 904-695-2102 F. —i y _ P. 3 Doc # 2609035072, OR SK 14780 Page 951, Number pages-. 1, Recorded 02/12/2009 at 03:17 rx, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10,00 NO: 109 40 CClMMENCEM.FIXT Sure of !.Q&!i �» ._ __.�... .. _. Thx Fol;Q Uo. 17 .:; ;1': :)S�'g._.........— ...._...._. Caunty of_WYAL....... ........._........_.......»».._......_. To Whom It Mxr CPncuRe: 'Mw aadarsigrtod heteby'infarvnsi 5-06t•tNtt it"livevcmonto witt be made to uerWA togs property,and{n accordance.with Section 7t 3 or the fturidt;Statures,the fotlawing iulfuttntition is stated it►tJristlt7FkGE:flF'COMIV{ 1CF.ME NT. 1.t Kal Llostriptitxt uE't r�peny►tcirf�improved:._.. - ?. w�7d: .. ELY��r—K,E t W.. , ........... .............................. AtddaZ of property bcinj tolpru.adi:_.d, FQJ.ruT.V.A11:AW:!.rr.D�+.Q1,r...,.�.._ 71-1 C7 n..a,1 <aanGNlderx>riptic�t+dfrttSr5rvYCtpeMY: .#t+ },r,,3' ?.tti; l�tl�.k'aT.�,r . I ....,».........__............................ .lis, �... .�.».�... ... 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Na'x No: ................_.............____ In a<idrt” to iTim%clf, owiw- desigosdss We fWinwink person to roceiw a eopy of the Manor's Notice as ptov+eled Jet Sectirm 7t.1:0ti(2)OX t1wida%tatuts. (trill in of Owc(Ws option) Nang _. ........ ,.»,......__... »w..,...,.._._ . .... .__ ..,.,...__...................__.._....»---......_._..__.. .„... .Add=;: ....._. Toh:phorta Nb:,,,„„_,• fz'e►►t`au: E Apirmion dale ai'Notice of t;ommoncen:ein(Om expiratkns dna 6 ame(f)vicar from the datr ormcarding unless it 41%.rtrx doer is 'i'i'Cf4 4EL1#:li~ t)N.ty l`,Qttx?1.11i' E.iM...F:t.'l1fU.:Y (),W!'M qMcJ:_ t/�11.a•U:CaOf JUvdi,State OMWA hes per'so -A ly s Fna Jottry Re,b!)c►lOaufKR Krsk opf+F'titriQa_.C'oun Or!Argil•. ..1 . My"ITIM 0"t:xpInta:.. `t 9� ..s �f».......».........»_.»..................... ..._....... >'etxuresiEynrtoern: , ».,...............................»...... _.. ._...., -...... .. ».xp:�.�iSiYd•"wlFt�lr�rr,11 •�AY� >`iN�.�F��+'Y4 ►.+uwa,w�Nrwlh,then wr renMt, Feb 12 2009 3s37PM 904-695-2102 p. 1 t . PROFESSIONALS FAX COVER SHEET FROM. OLZ�_ @ n`%6-.3 3q5 DATE: RE: Q t' ,1 - k Q O� mimBLR OF PAGES INCLUDING COVER MESSAGE: EVERLAST ROOFING PROFESSIONAL,INC. 6973 HIOHWAYAVE.,STE 105 JACKSONVILLE,FLORIDA 32234 PRONE(904-7$63395)FAX(904.695.2102)WERS17M W W W.BVERLASTROOFINGPKOS.COM SN: 3750 . FRANK THROWER PLAN: MANZI RES. LOT 32 SELVA LINKSIDE ' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program - Residential Point System Method Version 1. 0 January, 1992 Department Of Community Affairs Printout generated by EPI92 and submitted in lieu of Form 900-A-91 THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1 , 1992 ------------------------------------------------------------------------------- PROJECT NAME: MANZI RES. LOT 32 SELVA LINK. | PERMITTING OFFICE: ------------------------------ \ AND ADDRESS: | -------------------------------- � | CLIMATE ZONE: 1 2 3 »/ �� -'-`'�^—~^�----�- ---- | -------------- BUILDER: FRANK THROWER / PERMIT NO. : ------------------------------ ) -------------- OWNER: | JURISDICTION NO. : --�--........-=====................................................................... \ -------------- ------------------------------------------------------------------------------- COMPONENT: DIMENSION: VALUE: RATING: VALUE: OFFICIAL CHECKLIST STRUCTURE TYPE: Single-Family ________ _ PREDOMINANT EVE OVERHANG Length : 1. 50 ------- PORCH OVERHANG Length : 12. 00 -------- -------- WINDOWS -------- -------- Double Clear Total Area 272. 00 All Vertical Glass Total Area 268. 00 -------- -------- All Skylight Glass Total Area 4. O0 -------- -------- WALLS -------- -------- Ext Wood Frame Area: 1456. 00 R-Val: 11. 00 _______ Adj .Wood Frame Area: 114. 0O R-Val: 11. 00 _ - -------- DOORS ------- -------- Ext Wood Areal 20. 00 Adj Wood Areal 18. 00 -------- -------- CEILINGS -------- -------- FLAT Under Attic Area: 1396. 00 R-Val: 19. 00 PITCHED Under Attic Areal 338. 00 R-Val: 19. 00 --------PITCHED Under Under Attic Area: 112. 00 R-Val: 19. 00 -------- -------- FLOORS -------- -------- Slab-on-Grade Perimeter: 222. 00 R-Val: . 00 DUCTS -------- -------- Unconditioned Space Length ALL R-Val: 6. 00 COOLING -------- -------- Central A/C SEER: 10. 00 HEATING -------- -------- Heat Pump HSPF: 6. 8O HOT WATER -------- -------- Electric EF: . 93 Heat Rec. w/Heat Pump -------- -------- Bedrooms: 3. 00 -------- -------- INFILTRATION -------- -------- Conditioned Floor Area: 1720. 00 Pract: 2 AS BUILT POINTS / BASE POINTS * 100 = EPI 29,260. 54 3O,954. 85 94. 53 GLASS TO FLOOR AREA RATIO = . 1581 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Her' by certify that the plans and | Review of the plans and specifications specifications covered by this calcu- | covered by this calculation indicates lation are in compliance with the | compliance with the Florida Energy Florida Energy Code. | Code. Before construction is completed | this building will be inspected for PREPARED BY:__________________________ 1 compliance in accordance with Section DATE: ______ | 553. 908 F. S. I hereby certify that this building is | in compliance with the Florida Energy | Code. | | OWNER/AGENT: | BUILDING OFFICIAL:____________________ DATE: | DATE: _____________________ ** PRESCRIPTIVE MEASURES (Must be met or exeeded by all residences) ** =============================================================================== COMPONENTS SECTION REQUIREMENTS =============================================================================== WINDOWS 904. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack. ------------------------------------------------------------------------------- EXTERIOR & 904. 1 Maximum of 0. 5 CFM per sq. ft. of door area. Includes ADJACENT DOORS sliding glass doors, solid core, wood panel, insulated , or glass doors only. ------------------------------------------------------------------------------- EXTERIOR JOINTS 904. 1 To be caulked , gasketed , weather stripped or other- & CRACKS wise sealed. ------------------------------------------------------------------------------- WATER HEATERS 904. 2 Must bear label indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re- quirements. Switch or clearly marked circuit breaker (electric) , or cut-off (gas) must be provided. An external or built in heat trap must be provided. ------------------------------------------------------------------------------- SWIMMING POOLS 904. 3 Spas and heated pools must have covers (except solar & SPAS heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 ------------------------------------------------------------------------------- HOT WATER 904. 4 Insulation is required only for recirculating systems PIPES In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear Ft. of pipe. ------------------------------------------------------------------------------- SHOWER HEADS 904. 5 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC DUCT 9O3. 2 Constructed in accordance with industry standards & CONSTRUCTION 904. 6 local mechanical codes. Ducts in unconditioned space must be insulated to minimum R-4. 2 & joints must be sealed. ------------------------------------------------------------------------------- HVAC CONTROLS 904. 7 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- INSULATION 904. 9 Ceilings minimum R-19. Common Walls - Frame R-11 or CBS R-3. Frame Common Ceilings & Floors R-11. ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS REQUIREMENTS =============================================================================== PRACTICE 92 Comply with Practice #1 and the following., ------------------------------------------------------------------------------- Exterior Walls & Floors Top plate penetrations sealed. Infiltration barrier installed. Sole plate/floor joint caulked or sealed. Exterior Walls & Penetrations, joints and cracks on interior surface Ceilings caulked , sealed , and gasketed. DuctWork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903. 2 (f) . Combustion Appliances Provided with outside combustion air. ******************************************************************************* SUMMER CALCULATIONS === BASE === | === AS-BUILT === =============================================================================== GLASS---------------- | ORIEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 25. 00 38. 3 957. 5 | DBL ClR N 12. 0 38. 3 . 82 379. 0 { DBL CLR N 4. O 38. 3 . 50 T6. 6 � DBL CLR N 9. 0 38. 3 . 82 284. 2 E 60. 00 79. 7 4782. 0 | DBL CLR E 6. 0 79. 7 . 84 401. T | DBL ClR E 54. 0 79. 7 . 93 3988. 2 S 69. 00 66. 2 4567. 8 | DBL CLR S 8. 0 66. 2 . 58 309. 1 | DBL CLR S 45. 0 66. 2 . 79 2353. ,:(- 1)1'.1,1 353. 4DBL CLR S 16. 0 66. 2 . 67 708. 7 W 114. 00 79. 7 9085. 8 \ DBL CLR W 54. 0 79. 7 . 93 3988. 2 ( DBL CLR W 40. 0 79. 7 . 42 1351. 9 1 DBL CLR W 20. 0 79. 7 . 37 587. 6 HZ 4. 00 66. 2 264. 8 | DBL CLR HZ 4. 0 267. 0 1. 00 1068.0 ---..................... ...................- ............................................---....-.....................................................................................-- ........................... ..................... ........................... -- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS \ GLASS AREA AREA FACTOR POINTS POINTS { POINTS ---- ................ ............----.............................---...................--...............................-- .................---...........---....................-....--.......................------ . 15 1 ,720. 00 272. 00 . 949 19,657. 90 18,646. 10 > 15,496. 57 =============================================================================== NON GLASS------------ | AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- | Ext 1456. 0 . 9 1310. 4 | Ext Wood Frame 11. 0 1456. 0 1. 70 2475. 2 Adj 114. 0 . T 79. 8 | AN Wood Frame 11. 0 114. 0 . TO 79. 8 | DOORS---------------- | Ext 20. 0 6. 1 122. 0 | Ext Wood 20. 0 6. 10 122. 0 Adj 18. 0 2. 4 43. 2 Ad Wood 18. 0 2. 40 43. 2 | CEILINGS------------- | UA 1720. 0 . 6 1032. 0 { Under Attic 19. 0 1396. 0 1. 10 1535.6 | Under Attic 19. 0 338. 0 1. 10 371. 8 1 Under Attic 19. 0 112. 0 1. 10 123. 2 > FLOORS--------------- | Slb 222. 0 -37. 0 -8214. 0 | Slab-on-Grade . O 222. 0 -41. 20 -9146. 4 � INFILTRATION--------- | 1720. 0 8. 0 13760. 0 | Practice #2 1720. 0 8. 00 13760. O =============================================================================== TOTAL SUMMER POINTS | 26,779. 50 | 24,860. 97 =============================================================================== TOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS ---.................................................... ----- .................................... ........-..................................-- ........................................................................................................................... - 26,779. 50 . 37 9,908. 41 1 24 ,860. 97 1. 00 1. 100 . 340 1. 000 9,298. 00 =============================================================================== ******************************************************************************* WINTER CALCULATIONS === BASE === ) === AS-BUILT === =============================================================================== GLASS---------------- � ORIEN AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 25. O0 T. 3 182. 5 | DBL CLR N 12. 0 7. 3 1. 26 110. 2 1 DBL CLR N 4. 0 7. 3 1. 79 52.3 | DBL CLR N 9. O T. 3 1. 26 62. T E 6(.",,, 00 -9. 2 -552. 0 | DBL CLR E 6. O -9. 2 . 57 -31. 3 | DBL CLR E 54. 0 -9. 2 . 79 -391. 4 S 69. 00 -28. 4 -1959. 6 1 DBL CLR S 8. 0 -28. 4 . 64 -144. 8 \ DBL CLR S 45. 0 -28. 4 . 89 -1131. T | DBL CLR S 16. 0 -28. 4 . 76 -347. 6 W 114. 00 -9. 2 -1O48. 8 | DBL CLR W 54. 0 -9. 2 . 79 -391. 4 | DBL CLR W 40. 0 -9. 2 -. 80 295.3 � DBL CLR W 20. 0 -9. 2 -1. 05 192. 9 HZ 4. 00 -28. 4 -113. 6 | DBL CLR HZ 4. 0 -57. 7 1. 00 -230.8 ............ ........... ........---............................. .............................................-...................- ................... --............---............--............................................ ............... .................... . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS -.......... --- .....................................................................................................................................................................................................................--....................-................----- . 15 1 ,720. 00 272. 00 . 949 -3,491. 50 -3011. 79 1 -1 ,935. 66 =============================================================================== NON GLASS------------ � AREA x BWPM = POINTS | TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- | Ext 1456. 0 2. 2 3203. 2 | Ext Wood Frame 11. 0 1456. 0 3. 70 5387. 2 Adj 114. 0 3. 6 410. 4 | Adj Wood Frame 11. 0 114. 0 3. 60 410. ,l- ...... 1O. 4 | DOORS---------------- | Ext 20. 0 12. 3 246. 0 | Ext Wood 20. 0 12. 30 246. 0 Adj 18. 0 11. 5 207. 0 | Adj Wood 18. 0 11. 50 207. 0 | CEILINGS------------- � UA 1720. 0 1. 2 2064. 0 | Under Attic 19. 0 1396. 0 2. 00 2792. 0 | Under Attic 19. 0 338. 0 2. 00 676. 0 1 Under Attic 19. 0 112. 0 2. 00 224. 0 / FLOORS--------------- | Slb 222. 0 8. 9 1975. 8 | Slab-on-Grade . O 222. 0 18. 80 4173. 6 | INFILTRATION--------- | 1720. 0 7. 4 12728. 0 | Practice #2 1720. 0 7. 40 12728. 0 =============================================================================== TOTAL WINTER POINTS / 17,522. 61 | 24,908. 54 =============================================================================== TOTAL x SYSTEM = HEATING ) TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS -- ...............................................................................................................................................................----........ ............... -........-...........................................................................-- 1T,522. 61 . 55 9,637. 44 1 24,908. 54 1. 00 1. 100 . 500 1. 000 13,699. 70 =============================================================================== ******************************************************************************* WATER HEATING === BASE AS-BUILT === =============================================================================== NUM OF x MULT = TOTAL | TANK VOLUME EF TANK x NUI T x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 38O3. 0 11 ,409. 00 \ 50 . 93 1.000 3599. 3 .58 6,262. 84 =============================================================================== ******************************************************************************* SUMMARY ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== COOLING HEATING HOT WATER TOTAL | COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS ---............--.......................................... ............. ---....................------................................................................................................--...................-................--............ 99O8.4 9637. 4 11409. 0 30,954. 85 | 9298. 0 13699. 7 6262. 8 29,260. 54 =============================================================================== ***************** * EPI = 94. 53 * ***************** a° 1 � rr - � Y Cok 0 N v LS O 'a 3 cG U. 110, r CD O�wN� r \.. CITY OF M4440 AFGCL•49" Office of Building Official REQUEST FOR INSPECTION Date It Permit No. _ Time A. / i (�rj1� Received f P.Mr %� f' iris No. V Job Addres Locality Owner's Name Gantractor s�u_-- BUILDING CONCRETE ELECTRICAL PLU11tiBIA1G MECHANICAL Framing G) Footing 0 Rough Wiring D auk gfi""— Air.Gond.S 0 Re Rooting 0 Slab O Temp Pole G Top Out Heating Lintel 0F �( Fire Place O Pre Fab READY FOR INSPECTION A Mon. Tues. Wed. Thurs. Friday M. J A.M. Inspection Mad a t � 2 A P.M. Inspector ' Final Inspection 0 Certificate of Occupancy Date CITY OF office of Building Official REQUEST FOR INSPECTION Date 4 ! ts? Permit No. / r Time A.M. Received P.M. District No. Job Address Locality Owner's L Name Contractor BUIL G- CONCRETE ELECTRICAL PLUMBING MECHANICAL arcing Q Footing ❑ Rough Wiring 0 Dough G Air.Cond.& Q Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel Cl Fire Puce D Pre Fab AA READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. > A.M. Inspection MadeI P.M. rr". Inspector * ' Final Inspection 0 Certificate of Occupancy Date CITY OF Office of Bulwing Official i 1 {�` tx " REQUEST FOR INSPECTION 5-61� Date / Permit No. Time A.M. `t `7 + 4e Received P.M. Ustrict No. // Job A dress locality Owner's _1/f/t tr2tJ Na Contractor BUILDI CONCRETE LECTRICA> , IBING i _.MECtiANiGAL� Framing ❑ Feting ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pale ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ t� READY FOR INSPECTION Pre Fab Mon ' Tues. Weed.. Thurs, Friday L A.M. Inspection Made P.M. i Inspector �rfiflcate al inspection❑ of Occupancy Date (Urttftra#r of (Orrupattry CITY OF �rp�r#mpnt nf �nilditt� �ns�rrtiun This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. s Use Classification Bldg.Permit No. Group"'' ` Type Construction. _-_Fire District Owner of Building— i"15'iitdPi_ Address '_J� Building Address '_%.4� �.._c �e..KP i-1, s_.Locality ,F,. caS2.1;_:i_G iat.. ty ,t By: BuildingOfficial Date:_2_�____ _ PWT IN A CON6PIC000S P"C[ LOT 32, S&VA LIIWSIDE UNIT 1, AS RECORDED IN PLAT BOOK 44, PAGES 23 AND 23A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY; FLORIDA. G/�t/KS/G� aC/✓E of-,. A� ,eACvv5 yt5' 0 o oa I LoT 3/ • LoT 2� I /'41cs E.VCE Cao ,t/•B zoo" Am , ,.$- oo.oo x • �,�,�.,r vsoo•J � i=. �VfKL/.1/L O Q- 0.7' Ci to �//� 7G•s' ^ 'n N 4 SII �V 'fin o � �� N � '� �� ►, t f, ` 0 9 4s' 0.9 a�• r� �' O1Ng.. s �'¢2'an ,g� l l/ /000 . _ J�1 er:moo) 8 �'` \ 4,07S3 407' ZZ V NOTES: 13EARINGS ARE BASED ON THE NORTH LINE OF LOT 32 AS 31sl9t 7a s,✓orv,crssoN,�s>//S�d�✓vr�7eN BEING N83°42100"W BY PLAT BOOK 44, PAGES 23-23A. ,/ 040'71"X--l+/�iN.eG sd.NeY NO BUILDING RESTRICTION LINE BY PLAT . THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" BY I HEREBY CERTIFY TO:�/GNEt M• /NiS'/Z/.eNO FLOOD MAPS REVISED APRIL 17; 1989, COMMUNITY PANEL ✓�>'� M-''/'IZ/ hb,PivEfr MORT�ie�ll�/�vte.� GDM.�•MNN'�•��t.e�vo 77r0�//.rt:G+e. NO. 120075 0001D. ^ THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS,PURSUANT TO SECTION 472.027 Y CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT 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. _ �e ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATUJOUPNCYMAN NAME n1 l�f___01DA4• ADDRESS:_�,�_ Z� ft.�.2 'RFD.,_...8(1X BLDG.SIZE S l L�I-e r Cl PA I 1 BETWEEN: RES.0 APT.( ► COMM.( ) PUBLIC( ) INDUS.( 1 NEW ) OLD( 1 REW.( 1 ADDITION ( ) TRAILER ( ) TEMP.( 1 SIGNS ( ) SQ.FT. SERVICE: NEW 1)) INCREASE( 1 REPAIR ( I FEE CONDUCTOR SIZE AMPS O COPPER ALUM. > > c SIMTCH OR BREAKER rM0 AMPS PH3 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 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES -1 1 BELL TRANSF. AIR H.P. RATING H.P.,RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS +owuccnoucoC. IINnFR Seo V. OVER 600 V. CITY OF Office of Building Official REQUEST FOR INSPECTION Date <' Permit No.Time `-� -� Received `` P. 1 ist'ct No. ZVIJob A Locality Owner's ' L// Name �?`,, Contracto BUILDING J ELECTRICAL PLUMBING MECHANICAL Framing otin ugh Wiring -7 Bough u Air.Cond.& 0 Re Roofing 17 Slab Temp Pole 0 Top Out a Heating Lintel a Fire Place 0 Pre Fab "} READY FOR INSPECTION A M Man. f Tues. Wed. Thurs. Friday—P.M. Inspection Made � � S Inspector ` Final inspection 0 Certificate of Occupancy Date DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION -------- LQCATION INFORMATION Pe;l•Iawit AN%iaafbers SO Addareasas 1147 LINIKSIDE COURT WEST 'Permit Type: UTILITIESATLANTIC HIrliCN, FLORIDA 3233 ---------- Class of 'Work s NEW -w LEGAL' DESCRIPTION Constr. Types CONCRETE Lot= 32 Bock z Section: Proposed Use-. SINGLE FAMILY Tcltrihlship: . Naz Q Dors :tl >.ga s 1 Codes 0 Sumdi viseo»s SEL.YA LIHKSI119E Eet3 >�tss•d .�tBlue s' Std.00 xao rovl cost s; EO.00I I j Total z ;, $364. 26 A 3r~+ .25 915.2 IRRIGATION METER I a MATItN APPLIGATIt]N FEES - .. PERMIT *0. 00 d IDE COURT WEST WAT IMPACT FEE. � *O.00 'T CH, 'FLCIRI �, aP P , S P ` 3 , y K. �.a �' wW W", RADgN GAS--H. R. S. *o.00 T T XF ORMsA,T C1K - RADO ' A5 - 5% *0.00 R �s usWC? S 6EPA NT WA1`I R TAP S2 ' i EIDRAULIC 'SHARE RC1.0( L1c` `' Types O Rt: INSPECT FEEOG S>~CH_ IMPACT PEE $0 0 6 ,NOTES: NOTICE ALL CONCRIETI:'`F'QRNIS AND FOOTINGS MUST BE INSPECTED BEFORE POURING i PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND MAULED AWAY BY EITHER CONTRACTOR OR OWNER: 6°FAILUR'E TO COMPLY �VIT`H THE MECHANICS' "LIEN LA!W CAN RESULT IN '41 , THS PRtr3PEITY C�WNEI PAYING TWICE FC?I E31IIIG LIRRf?VANTS�MLJWTICN . 04/01/92" fi$; UED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ EVOCATI 11 dLATION C}F APPLICABLE-PROVISIONS OF LAW. 'ATLANTIC BEACH BUILDING DEPARTMENT, / rk ., j I I 1 f DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------ -----r-_-.---_---------r--.__-'_-- --------------- t "M 1 ------ ------- ----------------------------------------- ------------------------r------------------------ ------------------r------------------------------ SINCERELY, BUILDING INSPECTION DIVISION cc:FILE t &l.+ • APPLICATIG* FOR WATER AND/OR SEWER TAP APPLICANT NAME_ klamztj MAILING ADDRESS_#6417_ PHONE NUMBER—�_ G - _;,�__ a SERVICE REDUESTED _? _ C_. — --------- ----------------------------------------------- SERVICE --------------SERVICE LOCATION DATE SENT TO �� , DATE RETURNED PUBLIC WORKS_--:) - TO BUILD. DPT. ---------------- DATE OWNER NOTIFIED--------------------- 57ZI16. �. �, z d- MAR 111992 4 Building and Zoning G ' _ �213U �_��l 1- - 5150 DEPARTMENT OF SUILDING CITY OF ATLANSIC BEACH PERMIT INFORMATION ------ LOCATION INFORMATION,, —, Pe r*it Nurnbor s 5150Addrwes a. 1147, LINKSIDE COURT WEST P*rmit; Types UTILITIES ATLANTIC BEACH, FLORIDA 32233 Chasm of Work: NIA -------- - LEGAL DESCRIPTION ___- Constr. Typ!a z N/A Lot-. Socstion s Propc oed Use: SINGILE FAMILY TwrrwnDyZ p s RNG3 t O Dat�llinglsca I Codec 0 Subd.Iviniont SELVA LINKSIDE Emtim6te+d Value»aC11.CJO nrov. Coats $0.00 Tots,I : f, $95.62 Amort#" 5.X62 fis APPLICATION FEES -- -- r° PERMIT X0.00 �A IM�ACFEE��v �O.COAdd DE 'COURT WEST RADON GAS-H4, R.S, 0.00 R O FORMATION - RADO 04S '� 5% $0. 00 Names USL ° ' ; OR S DEPA T_ NA,T9 'CAP.. xi... _$O# 00, . ,. .. a SEVER TAP $0. 00 HYDRAULIC SHARE EC!. 00 . PTyres OR -INSPECT FEE �r`""° 't .,00 SSC: N ;IMP AST fit E 0.. y e� waiak,. s � NOTES: NOTICE'—ALL CONCRETE PORMSAND FOOTINGS MUST 8E INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATEOF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORD MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED up AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER t1FAILU f TO CQMPLY WITH THE MECHA ICS' LIEN LAW CAN RESULT I� THE PROPERTY OWNED PAYING TWICE FOR SUILDI :fliwo��S. ISSUED ACCORDING TO APPROVED) .PLANS WHICH ARE PART OF THIS PERMIT AND T TO RE Vt �"N FOR F V'O ATIO4 OF•APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By, r <z PRICE &%A& APPLICATION FOR WATER AHD/OR SEWER TAP APPLICANT NAME_____------ ._ --------------- ------ ------- MAILING ADDRESS_//_ � `' ---------- ------- -----=-�=--C-�- PHONE NUMBER__,J_/Z_L'__ C=._2 DATE 3 -30 y , SERVICE REOUESTED_/22C (J f__ ----- -``- 7--�_--------------------------------- SERVICE LOCATION__ �_-. ---- -- -------------------------- ------------------------------------------------ DATE SENT TODATE RETURNED PUBLIC WORKS__33 o TO BUILD. DPT. -------- ---------------- DATE OWNER NOTIFIED_____________________ 9 � MAR 3 Q 1992 F, uliiu inn and ginning 5064 pB�+ppTMENT OF 6001,NG CITY OF ATLANTIC BEACH' PERMIT INFORMATION ----.--- LOCATION; INFORMATION � �--� Permit Nu:nb�r: 0 4 Address1 114' LSNKBID COURT WEST Permit Type: MECHANICAL ;ATLANTIS: BEACH. ' FLORID A �3 X33 I Class of Work: NEW "" LEGAL iEGCIFTIG -` Constar. TYPV: WOOD FRAME Lot:� B��oolt:. ��ottraa�: Proposed Use: SINGLE FAMILY Tovx:ship: FtKCz CI 13v+ 11 l ng t 1 Code t On' Subd aisio z BELVA LINKBSAE Estimated 'Value: SQ.00 Improv. Cost: 00,00 Tot ►1` r yes: 1. O I) t 3/11/,92 Mme, Woapk TRAL }II�AT t�NI) ASR IN '�E�1 REp;DENCE '& ATION §a aAPPLSCd�TIC3A1 FEES P17MIT 081.00 Add ` � `.; IOC Cl UR" ; WEET 1 A 1 IMPACT FEE �[1»CCS F'LLRIDAs � FEE yy ph (�fH rae M4 $0.00 R 0 FORMATI M —--~ RADON 00 - 5% $0.00 ltae : R, w IGNS, r H&A WATER p TAP P $0. 0'0 Add 01 JACK . LLE, FLORIDA 322017 HYDRAULIC SHARE $0. 00 Types 3'. REQINSPECT FEE 00 SEC, H IMPACT FEE , r � 0 NOTES: N ?tGE—ALL GONCRIv i f'FORMS AND FOOTING MUST ISE I ;SPEOUD B FCIRE 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. ►#L T t�IPLY WITH THE-MECHANICS' LIEN LAW CAN RESULT IN T E PRIDP'ItRTYQ `MER PAYING TWICE FOR BUILDING;#MPRQVEMENTS." TIMEI 05:36PN ISSUED ACCORDING TO APPROVED FLANS WHICH ARE PART OF THIS PERMIT AND $UST TO REVOCA'WOR VIOLATIONOPAPPLICABLE PICJVISIOCJS Of LAW. T " 11 WMIPT WWI 6i9 ATLANTIC BEACH BUILDING DEPARTMENT By I J BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 3=333 APPLICATION FOR MECHANICAL. PERMIT Ti CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II. III, and IV. 1' Street Address: LOCATION C' iC� , rt OF intersecting Street y: lefween Cr'�I And5�>P,rYU :54 — _ WILDING ey ,��n��iC -�- Sub-diwision� _ l a II. IDENTIFICATION — TO be completed by all applicants In con6cloretion of permit given for doing the work as described in the abcve statement we hereby agree to ve•fe•m said wo•i w;th the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonw;l'e ord;nancvs a^o s•e-oa•os of good practice tided therein Name of Mechanical I Contractor Cenivachr (Print) _ t' JE' S 1 (� �� S most" Name of Property Owner t:� I k'(r O c y -!' 'C' �Q .3 olt.7 c�� Sigaatura of O.nerSignature of or AutAerised Agent 7 Architect or Engineer III. IifERAL INFORMATION A. Typq of heating hol: IS OTHER CONSTRUCTION SEING OOHe�N Ebcmc THIS BUILDING OR SITE ❑ ties—❑ LI O No rol ❑ ConNol Utility 11 YES. GIVE HUM/ER 0/ CONSTRUCTION Ia 04 r PERMIT ❑ Other — Specify IV. WCHANCAL EOUIFMIiNT TOI EE INSTAILLEO NATURE OF WORK (Prow ido tomplefo list of compoissaft on back of this fon"I 119✓ Residential or I J Commercial (y Heal 0 Space ❑ Recessed 4 Cental O Row New Building Air ConeM;.ias: ❑ ItConte) ❑ 'Existing Building ad System: Moter4t e r Tbfckaeu ❑ Replacement of existing system / Z Mosialwa cap&city L"Sw e.fal. New Installation(No system previously Installed) ❑ Extension or add-on to existing system ❑ R�r.gorofsoe ❑ Other— Specify^_ ❑ Coolies toerer: Capacity I-PAL ❑ Fire sprinkler: Number of liesde ❑ Hewetee ❑ Mealih Q Escalate, THIS VACE FOR OFFICE USE ONLY ❑ Goeofree gem (Rumba►) (RaeeFwd) Q T-,A-, (arm r) Remerb ❑ LK cental Iaember) ❑ UsPwed psessstre vessel O Wain forme Approved by ate _.. O 01100' — Specify hrtnil F.. LIST ALL EQUIPMENT , AM CONDITIONING AND REFRIGERATION EQUIPMENT Number Valu it Deecrlptim Model Number Mauufactuker )Y wpp tT A�e°e7 CC, 1'�" !l Pelee QL104mrs APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME------~—/.�'t�., '�:i _ � L_L: �L .� ------------ MAILING ADDRESS PHONE NUMBER ,� �' l -� /C) c j DATE -� .) `r -? ------------------------- ---------------------- SERVICE REQUESTED_V_7 __� _ �:�_�} _'_-� e`> > .�~LLX� -�______ � ------ ----- ----------------------------------------------- SERVICE LOCATION__L7_ — s?��_t_9cL ------------------------------------------------ DATE SENT TO DATE RETURNED PUBLIC WORKS___ )__—_ TO BUILD. DPT- ---------------- DATE ________________DATE OWNER NOTIFIED--------------------- v r a \ .r 4937 DEPARTMENT OF BUILDING CITY OF ATLANTIC,SEACH I l - ----- PERMIT INFORMATION M----- -------- LOCATION TNFORMATTCI�I Permit Nu rt 4937 Address€ 1147 LINKFIDE COURT JWT W�T E.' permit Typea PLUMBING ATLANTIC UACH, FLORIDA 32233 ` Class of Work% NEWS - LEGAL DESCRIPTION - - Constr. Type: WOOD FRAME Lots Block: Section; Proposed Use: SINGLE FAMILY Townships RNC3 t C# Dwellingo s I code t .Q Eubdiwioich t SELV.A L.INKSIDE 4 Ext *atod 'value z SO.t1O I pprpv. Cost: $0.00 Total ee *'SCI►00, Sou D 2!�Sf 92 Work RING IN NEW SINGLE FAMILY RESIDENCE ATICIII APPLICATION ,» SIN F1E _ . ' PERMIT $60.00 :Add as IDE CC►URT, EAST IdAT IMPACT FEE $0.00 I CHf FL ORIt3 �`, P FEE 4fSLl Ph +� AF RADON GAEWH. R.:S► so.06 � ..„_.. CI FOR AT N RADON: CAS - 5% *0Y00 Naxme. : D. R, UG S -SON ML3ING WAiTZR TAP Y 00- 24221 FK001! JACIL11 ILL:E, FL. 32215 HYDRAULIC SHARE $0. 00 Lice CCt ;'Ty°po= 4 RE-I N9PECT` FEE A aw , pp' SE 'H IMPACT FEE BQ.` NOTES; NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BL INSPECTS©BEFORE POURING ; , r ` PERMIT VOID SIX MONTHS AFTEF2 OATE'OF'ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN=PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ` FAILU RE TES COMPLY WITH.`THE MECH1�NICS' LIEN LAW CAN RESULT IN THE PROPERTY OVf wan ;PAYING TWICE FOR BUILDING MPR.�OyVEIU ENTS TJRES " ISSUED ACCORDING TO APPROVED FLANS WHICH ARE PART�OF'THIS PERMIT AND SUB REVOCAT R fi Ttt3��ht P-F-APPLICABLE PAC11/1S1O14f$OF LAW. w. $40 i u Y f� _Al�ITC BEAC'kI BUILDING DEPARTMENT peon CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: ��7 I 61 A)1,15( e e7c PLUMBING CONTRACTOR: -T& yqug"ml -f- oyw,,S LICENSE NUMBER:- OWNER:-- BUILDING UMBER:OWNER:__BUILDING CONTRACTOR: -7hrow�x. [0`�5�'ucT�oiJ TYPE OF BUILDING:___ �/�e SINKS SHOWERS LAVATORY WATER HEATERS oL BATH TUBS DISHWASHERS URINALS DISPOSALS o� CLOSETS r WASHING MACHINE FLOOR DRAINS l OTHER 6UA7ZWSBFT. LOOM 1115, / TOTAL FIXTURE COUNT:_[) �+ $15.00 = Co�✓, �7C� ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247.5800 FAX(904)247.5805 w NOTICE To: Water Department City/ of Atlantic Beach Date: /__ C�-L�-,,------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer required: Permit Number Address -------------- -------------- ------------------------------------ -------------- ------------------------------------------- -------------- ------------------------------------------- -------------- ------------------------------------------- -------------- ------------------------------------------- Si1�erely, r? c Do C. Ford Building Official DCF/pah cc: City Manager Y 4842 QEPARTMENT OF O ILDING' w „ CITY OF TLAX*1C 0EA�i t L*LaL MIT INF IL?MAT F N ' - .» _ -------- LOCATION INFORMATION emit Nu>a ber: 4842 Addros av 1147 LINKSIDE COURT WEST Permit Types BUILDING ATLANTIC REACH, FLORIDA 32233 Clean of 'Work: #EW LEGAL 'DESCRIPTION Constr Type: WOOD Lr RAMS . Lots 32 L3. ock s Sections PropptiW Uses SINGLE FAMILY� Q L)�r J:Iin�gs s I Code s C Sub�divigi oo t SEL,VA L INKSIDE #1 Ent viated Value: S103289.00 Improv. Costs 04 Tate ' ?t $ �3�D 20 Amon 33O.,20 QQjMT No.0 , 423 1S2 11 '° Dus2212 HSF 1507 WAM-ric AU I-v� . � �� ce� � �5v"*� .nd L"LATII N - � .» AP"PLICATION FEES -PERMIT 723.00 Addr+� ICAL -TLvAIL CVL?. ., Mt ILPA L E40 OQ Z 1,04 RADON CCAS-H. R S. S:16.34 T ;p �KF` IRRAT� t 'RADON G15 -- C). l ase I , HRQi � �. .. _. WAT.ER .TAS'. . O. ADU r 1` drW I AL.K. TRAIL COVE HE111L L2 TAP $0.00 ,IAC .ILLE, FLORIDA 322215 HYDRAULIC SHARE $0.00 Li €� Types R -INSPECT FEE 3 00 ` SEC. H IMPACT fiE�� $040 r.�'kd�e"W' EF2� "..`1+',''4'.mk4'.�ytA.4 w4h,`1A1 ala s p+N .Li '}F"s YWn,K ee,m.:p,+lo yyy yy NOTEV- GREEN COPY TO P WORDS,. 2/V/92 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 CONTRAOTOR'OR OWNER. "FAILURE TO COM P LY WITH THE MECHANICS' LIEN LAW CAN RESULT IN TH'E PI�t�I7T1� C' l�h� R IA' ING rwlcE f=#3fUILING � vrImf " ISSUED ACCORDING TO APPROYEO "PIANS WHICH.ARE PART OF THIS PERMIT AND°SU O REVD OR kIIQLATION OF PROVISIONS OF LAW. p s.o r ATLANTIC BEACH BUILDING DEPARTMENT I BY: P..777. _._ _ — CITY OF 1*4146.6 Vend - 57&UiY4 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)2475800 FAX(904)247-5805 January 27, 1992 VC) WHOM IT MAY CONCERN: He; 1147 Linkside Court Wog--t Lot -12, SELVA I.INKSIDE UNIT #1 f-,leaso Lit? udvised Ll.,�it LhE..- CiLy of Atlantic tllt: strep is and right-of--way--, at 4.1le above-1 (31 '!"IC.-ity of Atlantic Beach also mailltzlill-, UIE, wat.(•f alld C.,I lino, at -said property. please cora taut thi-S OffiCk? if you need tiny f u l Lh(_-j nf orma tioll. erely, Lton C. Fuid (2 city NOTICE OF COMMENCEMENT TO WHOM IT MAY CONCERN: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 . 13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. This Notice shall be effective for a period of twelve ( 12 ) months from date of recording. Description of Property: Lot 32, SELVA LINKSIDE, UNIT ONE, according to plat thereof recorded in Plat Book 44, pages 23 & 23A, of the current public records of Duval County, Florida . General Description of Improvements: Single family residence Owner: Frank P. Thrower Address: 4587 Historical Trail Cove Jacksonville , Florida 32225 Owner' s Interest in Site of the Improvement: Fee simple Contractor: Owner Construction Lender: Ponte Vedra National Bank Attn: Grady R. Kearsey P.O. Box 1754 Ponte Vedra Beach, F1 . 32004 Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: N/A In addition to owner and construction lender, the following person shall receive a copy of the Lienor ' s notice : N/A rank P. Thrower Sworn to subscribed before me I Address 0-i(A-S nor CT- - 0 - ( QCT Heated Square Footage �� 0 @ $ cc) per sq ft = $ �arag�e -ed @ $ J,P. per sq ft = CarportorchD @ $ 1--IL, 00 per sq ft = $ Deck @ $ -- per sq ft = $ Patio @ $ — per sq ft = $ TOTAL VALUATION: $ C' C/ Total Valuation 1st $ /C< ' C Remainder Valuation per thousand or portion thereof -------------------------------------------- Total Building Fee $ Z-/ ADDITIONAL PERMITS and/or FEES REQUIRED, + k Filing Fee $ 3 6 <-, Mechanical Fireplaces @ 15.00 $ 60 Plumbing BUILDING, PERMIT FEE $ 1 �q?I Electric/New ------------------------------------------------- Electric/Tmp Septic Tank BUILDING PERMIT $ Well WATER METER CHARM $ 0 0 Swimning Pool SEWER IMPACT FEE $ /03SCz) Sign WATER IMPACT FEE $ C) Water Connection MISCELLANEOUS $ Sewer Connection XIADC k) $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCL)LATIONS and/or NOTES CITY OF ?ROPERTY DESCRIPTION ' � Tucl�sl�C �CCZtIt - �EO=tdQ V�� •� n!a"'r•' � 1 Y n 1 716 OCEAN BOULEVARD .ot *..Z46 _S*Crdk .-__I___Section ♦.. � F� d �` t` ? P.O.BOX 25 ATLANTIC BEACH.FLORIDA 32233 f ) TELEPHONE 0y)41249.2J95 iubdivisions__5 V 4_L-f?�S��`• -..-_-----rq Street Name 1 /�( �jt L' DESCRIPTION OF WORK sr Address$----_ ,F-`- --- �,,LLe _,r L✓�S'r 4 Itina FLOOD HAZARD •lcod Zone s _-------area complete page 3. Brief / ! Descriptions_�1�3_/Z Class of Works thew/Remodel/Addition)--_21 :OHING INFORMATION Type of ' U V•C v__/ Conntrnotions-�L� tT - iQ Proposed 10iatrcts i --� --Use _ � G :xceptions or materials s__,��C ✓!! S!4#3 t_-- ariances Granteds-__,n0q Solid or Filled / ,1 ------------------------------------- ----- Grounds_,qd ��"---Roots OWNER INFORMATION Method of Heating s_A:r. _�. Pro P Yert Owners-_,l _1 - . ---- --------- Phones- Hailing hones_Mailing , r iz_ Address-----•� )r )'/ fs� _fes-------------- ---- -V.--- .i11a �.�1--- ------ zips_��—------ CONTRACTOR INFORMATION Contractor s___4 ------ Phone: Mailing -..1.�. 2_171�17�ta'C�d_- cf_�0 vC _ Address s„_-_- f - ------ Cltl'�' IL:.LG _.,/�`Ur_rc-----------�------ zip' -� -- z�=? ---- `f Expiration/ License Numbers------ C(?.,�7-9Z.1..------------------- Dates-----SQ I HERESY CERTIrT THAT I NAYS READ AND EXAMINED THIN APPLICATION AND KNOW THE SAME TO BE TRUE AND CORMCM ALL P"YISIONs Or T9k LAWN AND ORDINANCES GOVERNING THIS TVPC OF WORK WILL BE .� COMPLIED WITH# MNETNER sPEGIr29D HEREIN OR NOT. THE ORANTING Or A PERMIT DOES NOT PRLSUME TO r. GIVE AUTNONITY TO VIOLATE OR CANCEL THS PROVISIONS Or ANY FEDERAL. STATE OR LOCAL RULrS, REGULATIONS, ORDINANCES# ON LAMS IN ANT MANNLR# INCLUDING TME GOVERNINO Or CONSTRUCTION OR THE `: , .. �. PERFORMANCE OF CONSTRUCTION Or THE PROICCT. I UWDk*STAND THAT THE ISSUANCE Or THIS PERMIT IS wJ. CONTINGENT UPON THE ABOVE IN;VRMATIOW SLING TRUE AND CORRECT AND TWAT THE PLANS AND SUPPORTING v ' ! y,..,�,�,, 4,�',►A;• , � DATA NAYS BEEN OR SMALL• EE;TROYIDEO AN REOUIREO. _ Date' Owner Signature -., - t=----------- --------`Y--- Contractor Sigsen►tuace ___-_Date__--________ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. P BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) J,2. WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) (- SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) LAVATORY (1) + COMBINATION SINK AND TRAY (3) ( WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF v FAUCETS (2) V' KITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) 6l BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ ICE MAKER (1/2) S SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS r2 ' @ $20.00 EACH $ L( 7 �1 • C�� JOB INFORMATION a ' FLOODPLAYN DEVELOPMENT INFORMATION Type of Development rr-r rr----rr--r-r-----NrrN-----r-------- Flood rrrr-rr--rNrr Required Lowest Floor Elevation: r-rr�r�rrrrr-r It building is located within a Hood hazard zone, a survey must be made AFTER TNB MLAO HAS a= pOURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the baso flood elevation established for that sone. No final inspection will be Made and no certificate, of occupancy vill be issued until the survey is on Mile with the Building Department, • COMMENTS: Applicant Acknowledgements I understand that the Issuance of thin permit is Contingent upon the above information being correct and that the plans and suppoarting data have been or shall { be provided as requirede t agree to comply with all applicable s pro4lolonn of Ordinance No. 25-7-11 and all other lave or ordinances affecting the proposed development. ___Applicant•s Signature / - ,— ------------- ---------- p-------- Department Use Required Lowest Floor Elevation ---�,----------- As Built Lowest Floor Elevation ........... Survey Filed with Building Department ___,N...... Building Department Representative page 3 „� •i tai:'•..,” CITY OF - Aftla a &4d - 57&Ud& P.o.sox u Anmmc UACH.n0IMA MU .,Each application for building permit must be accompanied by three• complete sets of plans, including a detailed site plan, + indicating location of utilities, parking, size of yards, setbacks and other data as required by code and/or the building, zoning or community developmet departments of the• City us Atlantic Beach$ one not of Florida Energy Efficiency Code sheets (on new construction or additions of 500 sq.f t. or aore)j a • recent survey of the land for new construction and additions and ' a tree survey or letter certifying no trees on property. ARELLMMON CHECKLM _ +Y Building Application form �. Three complete sets of plans including detaile-d site- plan __�. Recent survey, including tree survey or letter certifyinq no trees on property 4. Owner/Builder Affidavit (required when owner tarter an contractor ✓5. Energy Sheets :;` cIL13RI AJ�_ S. Notice of Commencement ry, 'T2 e=L' TIME REQUIRED FOR PERMITTINGI APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED SCHEDULED INSPECTIONS Requests for inspection are taken from $}�Q,a.- u(Sjj 4_1;W p m„ Inspections are made the ,jollowing working dayj please opacify an or ps inspection. When calling in on inspection please have the pgrmit , Dumber„ ..'lgb loea�� and tvree oljjilr�, 0L__no9dvd. Inspections are scheduled as follows$ I. Footing , 2. Under slab plumbing/sewer/electric 3. Slab 4. Framing, rough electrical, mechanical, plumbing call for cover-up on building, . use building permit number and reference other applicable permit numbers (electrical, plumbing, mechanical and building, etc. ) y. Insulation ¢: Final inspection Jj Finish Floor elevation survey/Certificate of occupancy �UILDINLG CARD MUST 9E P12SIED-00 NO INSPEt;Tl(cN=�'W��I E MAi?E Concrete cannot be poured and work cannot be euvered up until the building card is SIGNED by the inopector. You may be required to uncover any work that has not been inspected. It is the ;responsibility of the BUILDER/CONTRACTOR to post the building !card. A fee of 013.00 is charged for all reinepeativriv.