The URL can be used to link to this page

Permit 1852 Beach Avenue `ty CITY OF ATLANTIC BEACH -� 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 ��r1sf1� Application Number . . . . . 05-00030386 Date 5/23/05 Property Address . . . . . . 1852 BEACH AVE Tenant nbr, name . . . . . . INSTALL FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ MARSHALL, MARGO DAVID GRAY PLUMBING INC. 1852 BEACH AVE 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING C010%, A4 k BUILDING OFFICIAL May 20 05 07: 51a DAVID GRAY PLMBG 7235668 p' 1 CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: ' _ Property Address: Owner: �J( i / Telephone#: Contractor: David Gray Plumbing, Inc. Telephone#: 714 2253. 8850 Corporate Square court Contractor Address: .lac nuiile. Florida 3 216 Fax 0: ZAJ-Sd 6a Contractor Signature: CFC 022586 In consideration of permit given for doing the work as described in the above statement,we hereby-6-06 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 fist the building permit number: Re-Pipe Number of Fixtures: Bath Tubs •, Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 ��ll Total Fixtures: /s X$7.00 + $35.00 = lZd 800 Seminoie Road•Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247.5845. http:ltwvwv.el.atlantie-beach.fl.us Revised 1/04 � s J CITY Off' ATLANTIC BEACH ,> PLUMBING PERMIT APPLICATION Date: ' Property Address:_ Owner: /V /1"9111 Telephone#: T " Contractor: David Gray Plumbing, Inc. Telephone#: 8850 Corporate Square Court Contractor Address: Jac Wnville, FBorida 32216 Fax#: —510"*6d Contractor Signature: CFC 022556 VOW V, In consideration of permit given for doing the work as described in the above statement,we hereby a 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 l Showers "( Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains _�_ Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 ''rr Total Fixtures: fs X$7.00 + $35.00 800 Seminole Road-Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 - Fax: (904) 247-5845- http:lt wwv.ci.atiantic-beach.fl.us Revised 1/04 l� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ;N ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027732 Date 3/11/04 Property Address . . . . . . 1852 BEACH AVE Tenant nbr, name . . . . . . REPLACEMENT WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 8000 Owner Contractor --------------- --------- -------- ---------------- MARSHALL, MARGO ACTION WINDOWS, INC 1852 BEACH AVENUE 1621 BLANDING BLVD #102 ATLANTIC BEACH FL 32233 MIDDLEBURG FL MIDDLEBURG FL 32068 (904) 276-1207 ----------- ----------------------------------------------------------------- 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 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 BUILDING / ZONING DEPARTMENT ` r J S. Doerr 800 Seminole Road Atlantic Beach,Florida 32233 J v (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Gam{ - (9- "L-f)2--3 Property Address: l 5 Applicant: Project: PTlCcrerY,Yr.� Thisapplication has been: Approved eviewed nd the folio items need attention: tw1G ¢ir—WW t S r r •2, l L' 04 Com, •, ��-�v�� J �� 2,wu:Lal4��i 7,0 �L� � - fir,. .,�r Z - - �7? �Lyvsccq y � � i � wu" WpkW (4 , Please re-submit your application when these items have been completed. Reviewed By: Date: l Gt. 6 Feb 02 04 11 : 08a Information Systems 247-5845 p. 1 CITY OF ATLANTIC BEACH PERIMIT APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS AND GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONST CTQ" Date: - `is .-- Job Address:_ 6 ��• , ISG H _ V tcN Ut�l _�61LdL`! - owner's Name:. J�y -2 R 3 Address:— `�' Phone:C�V Legal Description: Block Number: Lot Number: Zoning District: Contractor; RCTjoLQ I bt,Q-r, C, State License Number:- 7 17 Address:16 2I Kik L4w1 a 11VC4 3L.VID tt )O Z Phone: City: M 100 E v State: Pl-� _Zip. 3 2-0&9 Fax: 90 y I)escribe proposed use ander work to be done: 1 E W/Noot4,6 A/O -5LI-6 f-HAA/L -- Present use of land or building(s): C-t16,L iAL Valuation of proposed construction: Odnis approval of Homeowner's Association or other private entity required? Na If yes,please submit with this application. Building Data: Mt can Roof Height So (ft) Building Width_34 (ft) Building Length �� (ft) Roof Slope ) 'Z _ *Window Elevation from Grade /D (ft) Window Height Window Width -3 (ft) Measurement from corner of building to window 7 (ft) h �S S Y~ 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (994)247-5800 • Fax: (904)247-5845 • http:/lwww.ei.atlantic-beach.fi.us Page I xrvi,cd W27103 02/10/04 08128am P. 002 Feb 02 04 11 :09a Information Systems 247-5845 p. 2 R Procedure: In order to expedite issuance of permits provide all informatiost a>F appropriate. Incomplete applications may result in delay in issuance of permit, lit addition to the building data,the following information is required: 1. Manufacturer's Test Report 2, Installation Procedures 3, Window Descriptionrl'ype 4_ Garage Door Description/Type 5. Skylights Description/Type G. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Sigrrdlura of Owns �. .. _ 1{ �AGT..V=i K�'' — .. _Date: C I herchy ecnily that i have rcad and cuunined lhi.application and know the Same to be t.ruc and correct. All provisions of the laws and ordinatues l overuing this typo o(work will N.awtphetl with,whether specified Juvein or not. The ginnting of it permit does not presume to give authorilty to violate or cancel the provisions of any fedoral,state or local rules,regulations.ordinances.or laws in any manner,including the governing of construction or the partbrrnance ol'u)m truction ot'the property. i understand that the issuance of this permit is'contingent upon the above inlbrmation being true and correct and that the plans and supporting data have been or shall be provided as required, Sit rwture of Contractor: ` 4y. �( ✓� Date: �, :>f Pn si ct at1 a--r7-dip Address and contact infor Cation of person to receive all correspondence regarding this application(please print). Mailing Address: /�? / L?Ln /^/-mac �3[t/�`? ' t ''l for-1(nP 1,% <`� 3 2 o ��._ .T — —-- Telephone: _.._ _.� Fax'__._... _____. __..._...._ E-Nlail: 21S'ro OWNER: _ Sworn to and subscribed before me this day of 2t) SLale of Florida,County of Duval >-~ „ar.ue E1lEENF.MCVEIGH Notary's Sig mature: ¢ MY COMMISSION*DD 113095 EXPIAES:Aupt27,2006 sonally known "JISTY 811,ftd Tft9W9 ttaaens•""a [j Produced identification Type of identification prnduced _ AS TO CON]RkCTOI2: Sworn to and subscribed before me this !� day of— _ i�V' 20� , State of Florida,County of Duval Notary's Signature: 4ersunally known r EINE A.IMIBAUGH F ` Produced identiticatio *Comm Exp.I V18t2005 Type of identification a No.DD 073057 r ttfsbna y "TlOther _ 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 http://www.ei.stlantic-beach.11.us Page 2 Revised 1127/0-1 02/27/04 llt08am P. 002 Feb 27%04 >09: 10a Information Sbstems 247-5845 p. 1 Book: 1�16t7 2328 Pan: 2299 Filed 8 Recorded NOTICE OF COMMENCEAM/2M 03:39:45 PM State of F to r,d 0. Tail CIRCUIT COURT County of +aVcu TRUST FUND : 1.00 To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,"wd in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description or property being improved: Address of property being improved: h UC,- General description of im provements: W i n A ou V• _ Owner: IM_d(24 0 Mn. CLS — Addrew:_ )8S'Z. Bc.c C.� a vie o vC. Owner's interest in site of the improvement: Fee Simple Titleholder(if other than ovmer): Name- Address: Contractor: Address: I(p-Z k 9 JcL n i j•-, S A o 2 M' .-Cl3 Z O(ob Phone No: Fax No: 10(ir -iQ t &QgR Surety(if any): Address: Amount of Bond S Phone No- Fax No: Name and address of any person making a loan for the consmection of the improvements.' Name; V14 _ 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 maybe served: Name: IVI,& 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: tf)e't Address: 10 Phone No: Fax No: 0 Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a 0 different date is specified): rT r f+ a� THIS SPACE FOR RECORDER'S USS ONLYH Ch Sigtted: ate: V Before me this day of in the County o val,StateFl id Mass personally ap are V Notary MIA at Large,State of Florida,4bunry of MDuval_ Mary C. Callaway -q -D-4 to y commission expirer. � = '=Commission#DD248483 Personally Known: or y., '`+ai- Expires:Sep 09,2007 Produced Identification: N '+ fir°' Bonded Th- Rt Atlantic Bonding Co.,Inc. W 02/26/04 04s90pm P. 001 Feb 19 04 02: 17p Information Systems 247-5845 P. 1 cc, CITY OF ATLANTIC REACH BUILDING /ZONING DEPARTMENT S. Doetip rr 800 Seminole Road Atlantic Flaidt.Florida 32233 (90-1)247-5400 (904)247-5845 Uwf APPROVED GITY Ofi ATLANTIC BEACH PLAN REVIEW COMMENTS BUILDING OFFICE Permit Application N MAR 1 20004 Property Address* i<S, J' -.0-C- BY: Applicant: r`10 14 1.% C:�' Project. This permit application has been: 13 Approved Reviewed and the following items need attention: C-- T-- Z A 3 —rIL3- SASR J OAM& 1-) 9 x 4'Y, 5 -31x 4 2-' Please re-submit your application when these items have been completed. Reviewed By: Date: 02/26!04 04s30pm P. 002 DEAR. 3t�x5L �-4-��xz� z4 ;J2 x 2,q 02126/04 04 30pm r. e G I—C—.VA i iv,1o,) t�7 I 02126104 04:80pm P. 004 lad - X(po too e �7 C U 1 WOOS i 02/26/04 04a30pm P. 001 Feb IS 04 02: 17p Information Systems 247-5945 P. 1 CITY OF ATLANTIC BEACH J�Higgi BUILDING /ZONING DEPARTMENT S. Doerr 800 Seminole Rood Ril Atlantic Be;jcji.Florida 32233 (904)247-5.500 (904)247-5845 Vox A P P R 0 V E D GITY OF AIIANTIC BEACH PLAN RFVIFW COMMENTS BUILDING OFFICE -t t ,I *---, � ) MAR -10 2004 Permit Application N C:.,' .Property Address: — BY. Applicant: t 10 11114-1-1 Project: 1..t:771k.,i (A This permit application has been: ED Approved Reviewed and the following items need attention: F QS� 6� \j V A 3 _T4--r SASR :6 be Wou i ji 9 j r ja IM 3i 4 x S 2-' 4 -I'X 2—' Please re-submit your application when these items have been completed. Reviewed By: Date: 02126104 04:30pm P. 002 --j�EA(Z. F.LeV/--rl O \3 3�x522. Li 3G Z qq - 2.i'1 02/26!04 04:30pm P. 003 4? 49 x 02126104 04:80pm P. 004 r �L C. ev a X(00 �t t G L1 1 03/0:,/2004 17:22 4788642492 BELL-VIEW,INC PAGE 02 • .NAI NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD•ORLANDO$ FLORIDA 32837 C PHONE(407)240-1356•FAX(407)240-8882 www.nctlinc.com STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2883-10 A P P R O Y E D Test,Date: 02124103 i;ITY yr A LANT1C BEACH Report Date: 03114/03 HUIL6ING OFFICE ,Expiration Date: 02124107 Client: Bell-View, Incorporated CSAR 10 20154 P.D. Box 208 Wrightsville, GA 31096 Test Specimen: Bell-View Incorporated Series ",blue Chip" Single Hung Aluminum Prime Window (H-C70 54x90). Test Specification: A1VSI/AAMA1NWWDA 101/1.$.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a one-over-one single hung aluminum prime window measuring 4'6"wide by 7'6"high overall. The active sash measured 4'3-3/4"wide by 3'9-3/4"high. The active sash was remouable via a single balance system with locking tilt shoes at each interior jamb track. ,Frame and sash members were not thermally broken. One(1) metal cam-type sweep lock was located at 13-112"from each end of the active meeting rail.A sweep lock keeper was extruded onto the fixed meeting rail. One (1) metal slide bar limit/security lock was located at each end of the actiue meeting rail with the keepers punched into the jambs. One(1)plastic tilt latch was used at each end of the active meeting rail. An extruded aluminum sash stop was located at the top of each interior jamb track. One(1) metal pivot bar was located at each end of the active bottom rail. The fixed meeting rail was fastened to each jamb with two(2)(#8 x 314"pan head)screws. The frame and sash were of double screw(#8 x 3/4"pan head)coped corner construction. The frame was mounted to the test buck using eight (8)(410 x 1-1/4"flat head)screws. i Glazing; The active sash and fixed lite were interior glazed using sealed insulating glass with an adhesive back-bedding and snap-in extruded aluminum glazing bead. The overall insulating glass thickness was 1/2"consisting of two (2)lites of double strength annealed glass and one (1)air space created by a desiccant-filled aluminum spacer system. Weatherseals. One(1)strip of center fin Weatherstrip (0.200"high) was located at each active sash stile. One(1)strip of center fin weatherstrip (0.250"high)was located at each active sash stile and the sill. One(1)strip of single leaf vinyl weatherstrip was located at the fixed and active meeting rails. One(1)strip of bulb-vinyl weatherstrip was located at the sill. Weeps: One (1)weep hole measuring 3/4"x 3116"was located at each end of the center vertical sill Ipleg.._ One(1)weep notch measuring 114"x leg height was located at each end of the exterior vertical sill screen retainer leg. PROFESSIONALS IN THE SCIENCE OF TESTING 03/@x/2004 17:22 4788642492 HELL-VIEW,INC PAGE 03 Bell-View Ineorporated 2- NCTL-210-2883.10 Interior&Exterior Surface Finish, Mill finish aluminum. Sealant: The frame and active sash corners were sealed with a small-joint sealant. Screen: An insect screen measuring 3'11-5/8"wide by 3'6-114"high was of mitered type corner construction with staked-in-place nylon corner keys. The screen employed fiberglass mesh cloth with a hollow uinyl spline, two (2)pull tabs and two (2)jam retainer springs. TEST RESULTS Par. No. Title o[Test &Method Measured Allowed 2.2.1.6.1 Operating Force 36 lbf 45 lbf 2.1.2 Air Infiltration - ASTM E283 0.57psf(15 mph) 0.03 cfin/ft' ....... 1.57 psf(25 mph) 0.01 cfm/ft' 0.30cfrnlft' 2.1.3 Water Resistance -ASTM E547 5.0 gph/ft' WTP= 4.50 psf No Leakage No .Leakage 2.1.4.2 ** Uniform Load Structural -ASTMB330 30.0 psf Exterior 0.020" 0.200" 30.0 psf Interior 0.060" 0.200" 2.2.1.6.2 Deglazing -ASTM E987 Actiue Sash Meeting Rail(70 lbf) 5.6 % (0.028") <100% - Bottom Rail (70 lbf) 3.4 % (0.017") <100% Left Hand Stile(50lbf) 2.6 % (0.013') <100% Right Hand Stile (50 lbf) 3,0 % (0.015') <100% 2.1.8 Forced Entry Resistance -ASTM F588 Grade 10 (See Appendix A for test results) Afeets AS Stated OPTIONAL PERFORMANCE 4.3 * Water Resistance -ASTM E547&ASTM E331 5.0gph/ft' WTP= 10.5 psf No Leakage No Leakage 4.4.2 ** Uniform,Load Structural -ASTM E330 105.0 psf Exterior 0.033" 0.200" 105.0 psf Interior 0.042" 0.200" Tested with and without screen '"* .No glass breakage or permanent damage causing the unit to be inoperable 93/0:/2004 17:22 4788642492 BELL-VIEW, INC PAGE 04 Bell-View Incorporated -3- NCTL-210-2883-10 TEST COMPLETED 02/29/03 The tested specimen meets (or exceeds)the performance leuels specified in Table 2.1 of ANSIIAAMAI NWWDA 101/I.S.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the DH-C70 54x90 product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (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 from this test. This report does not constitute certification of the product which may only be granted by a certificatio m validator. NATIO AL CERTIFIED TESTING LABORATORIES HAEL E. LANE . duision Manager. a 4 A 83/0-/2804 17:22 4788642492 BELL-VIEW,INC PAGE 05 Bell-Yew.incorporated -4- NCTL-210-2883.10 APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588.97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact". TEST RESULTS Fara 4aph NQ. Loa Duration Measured Allowed 10.1-Lock Manipulation 5 Minutes No Entry No Entry 10.2.1.1-Test AI L1=200 lbf I Minute No Entry No Entry 10.2.1.2-Test A2 L1=200 lbf I Minute No Entry No Entry L2=100 lbf interior 10.2.1.3-Test A.3 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf exterior 10.2.1.4-Test A4 L1=2001bf I Minute No Entry No Entry L2=100 lbf interior 10.2.1.5-Test A5 L1=200 lbf I Minute No Entry No Entry L2=100 lbf exterior 10.2.1.7-Test A7 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior L3=35 lbf interior 10.2.1.8 Lock Manipulation' 5 Minutes No Entry No Entry 10.2.4.2.Fixed Lite 5 Minutes No Entry No Entry Glazing/Panel Manipulation } i LO = �� fAS1ENER LOCAIiONS - a _ -71( ,f CE�1'I'I AL FLORWA B.O.A.F. li -� MANUFAC MRER DAME: H MASTER FME # W J t . bko9� 1 a _LJ ItSyN LD co 00 N me XUFOff enls recorded from o IV verd!e�4etbt t�elgtd and wedih � Mounting Type �vSt1 �o�N{ t Q£ 5 NAAONAL CERTIFIED TESTING LABORATORIES Buck Type X C �j�Rf 4TH SCtjw jwt�oA)5 JOB NO: m . No.of fasteners Tu a {� COMPANY: 1�£�itL.Vtf.+� ,�L, Type eners $ YZ TS D oam SCE'.ws ., � ;� TEST DATE: b FASTENER LOCATIONS M 7 �r $o�}h -avn6i are ;deriical, „ 'i �ead and sit 1 are Jo-4;caI 14 H 3 72 H J CENTRAL FLORIDA B.O:A.F. iy W MANUFACTURER DAME MASTER FILE # ly�, co Qt �� Et ' N V t0 C 1 N hAounting TYPE NAROW CERTIFIED TESTING t,ABORATC)RI Buck T>� ES JOB NO.: m No.of fasteners COMPMIY:. m Type of f nom-"* j m TEST DATE: j' _ 03/03/2004 17:22 4788642492 BELL-VIEW,INC PAGE 08 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N10052070 - DATE: 10/16 /03 CERTIFICATION PROGRAM: Structural COMPANY: Bell Yiew,Inc. 4 1 CODE: B-153-1 The"Notice of Product Certification"is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal reprtsents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the next published issue of the Directory of Certified Products. Please review,and advise NAMIi immediately if data,as shown,requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Bell View,Inc. Series"Blue Chip" Single Hung Industrial Boulevard Alucninurn Prime Window Wrightsville,GA 31.0% 0X/JG/SIG-DS8 GL/FER STP PSF Frame: W46" Sash:W-4'4" Int-105.0 H-76" H-3'l0" Ext-105.0 SPECIFICATION PRODUCT RATING AAMA/NWWDA 101/I.S.2-97/ H-C70 ASTM F588-97 (FER) FER-Grade 10 Product Tested By: National Certified Testing Laboratories, Inc. Report No: NCTL-210-2883-10(Structural/FER) Expiration Date: Janualry 3-1.2007 .Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITU'T'E, INC. 4655-104 Monticello Avenue Williarnsburg,VA,23188 TEL: (757)258-8808 FAX: (757) 258-8815 NATIONAL CERTIFIED TESTING LABORATORIES ( 1484 GEMINI BOULEVARD-ORLANDO.FLORIDA 32H37 `-- PHONE(+107}240-1856-FAX(407)244-8M2 CO. � t Hi NCTL Report No: 210.2638-1 �� TFAST nATE: 08/16/01 REPORT DATE: 04ft/01 E)WMAT1014 DATE-.03/16106 RE-VISION HATE: 06a0i01 DSC Not Wo-, 01003 VCTL Certification No:98-0323-47 Teat Requested B1-Bell View, Inc. P.C. Box 202 Wrigtsvilte, GA a1096 is Can ltc#gd-Dade County Building Gude Compliance Office Protocol PA 201.94, Impaet Test Pracedums. Dade County Building Code Coraplzdnca Office, PA 202-94, "Criteria for Testing impact and Non,Impact Resistant Building Envelope Componenta using Uniform Matic Air Pressure." Dade County Buildtng Code Compliance Oftre FA 208-04, "Criteria For Teetiug Products Subjected To Cyr-he Wind Premrwes Subject to Cynic Wind P)' o6sura Loading.- "isip _ole. Change the wording under We Glazing information I&sim Pressla.,res-+80 paf positive and-80 pef negative (1) DES CRIFfION OF UNIT: mo"Deailaftion-Be11 View Inc.'$BlueChip Overall Si"- 60" wide by 72' high. GQP—R mration-C (2)MATERIAL (HARA4 ' RRISTXC& Fr=@ C:onstruetfnn-Overall frame was ofbutt-type Corner and jamb corners were fastened using two(2) C#10 x 11 screws.The sill and jamb w* faatgr>od using two (2) 010 x, I") amwe. PROM810MALS1M1 WE SCIENCE OF FE81`fNli !Qloajag-The lite was interior glazed u4ing an extruded ulu=iaum snap-in glazing bead. "Samrity Impact Glass" had an overall tblakness of 9118", TItz glass cousifted of a polycarbonate laminate measuriAg 0.000' in the middle of two (2) piewa of mmealed g1ses,measuring 0,280". 1 Lam- The lite was glazed using black Dow Corning 1196 sliww- Ilia V111rht.QVajjWg-Daylight opening was 67.114' wide by 69.1/4*high overall. Weather-A-rivaLaw-One (1)strip of bub vinyl weatluaratarip was located at the map-in glazing bead, HA&WAM-NIA Weeph U111 a-N/A fislAforg=pAt-A"U-ahapec'r extruded aluminum channel surrounded-the perimeter of the fixed window frame wid was fasted dwing tustallatica. SgslgM - Dow Corning"1199" allimme sealant used between alurnia=frame and wood tient buck. Insect ftgga-NIA 00 1NSTALLATION- 9=ws and Met;aid OfAtte Qhw*M- SM.Four(4) N10 x 2-1/27 flat bead amews. Header: Four(4) (#10 x 2-Iff') flat bead wmws. Jambv. Five (5) 010 x 2.1/2')flat head screws AIR-INMLTR=ON Air InAltraton Temwere conducted in accordance with PA 202-94. Air at 1-57 paf h1easuxed Allowable WATRYA nUqLn=QNj= Water Infiltration Test was conducted in ac rdozaawith PA-20=94. Water 016.0 pdload for 16 minutes 'Passed No water penatration over aill 0/ STATIC AM Pa URL,,TEsT&R Static Teri were conduated in accordauw with.PA 202-94 L)omign Load + 80 pat • 80 PSI. tive Londa mac; RdIb" Maw. karm..Set 916 of m ovgr� 1/2 Test 30 60 pfif MA ISI/A ,lir/A Design so 80 paf 0.125 0.005 96% Test 30 12004£ 0.287 0.008 96.7% Allowable Perm. get(0.4%of 72" span+0.288") Max. Defection L180= 72/180=0.4" Nudtiw 104 clef - a_(Ma.) Adlww Max. ME P$rm, °�ofrecover� 112,E Test 30 do pat NIA NIA N/A Design 30 80 pit 0.180 0.002 9&8% T"t 30 1.20 psf 0.288 0.016 84.7% Allowable Perm.Set (0.4%of 72" open+0.288") Max. Infection U180-78/180=0.4" Impact tants were conducted in accordance with PA 201-94 For locataun and speed of impacts, we Appendix A '1'yssca and weights: , : *2 8outheru Yellow Pirie 2x4. Length SW &.'9 Ib. CYCLE TEST Cycle testa were conducted in ac cordRuce with PA 203-94 Specimen A D®eigA I.aadpif = f-60.0pef -80,0,osf Range of Test Aatual Lt►d Cycles Comp. Max.Def. Perm Met %Rtnovery PoWtty*Loads 0.2.0.5 DL' 16.0.40.0 3600 0.0- 11.6 DP 0.0.48.0 300 0.6 - 0.8 DP 40.0-64.0 600 0.3 - 1.0 DP 24.0.80.0 100 0.080 0.006 91.7 Range of Teat Actual Laud Cycles Camp. 1 DeE Perm Set %R00orvery Negative Laud a 0,8.1.0 DP 14.0.80.0 60 0.055 0.0" 92.7 0.5-0.8 DP 40.0-64.0 1,060 0.0�y-0.6 DSP 0.0.80.0 rso 0,8-0,6 pP 16,0.40.0 Ott _ nom. NATIONAL ERT�ME TE'I�TINO L,�DORA ` II S { 1454 Gk.7v M 800--r-' 'ARD•ORLANDO, P"LORIDA 32837 +•• PHONE X407)246-7386•PAX(447)24t►-8U2 NSA. i�,d,! tL44-1_N-4z-NC T`L-01008 To Whom It May Cc7zxum, 4ii March 14, 201 Bell View Inc. started Wsting at National Certified Testing Laboratonee in Orlamdo, YL. Alit tests were per orined iu full accordsnu with all Dade County reQuireMezits with r�o cl�va�ta�xti+�, 1"e,�,t Yi.�staart ATt. �tira .r� IL NPL. 2106 2838.1 Blue Chip° ' (D.1,. +86.0 exterior and-80 interior) NATIONAL CEWI'[FIL,1tD TESTI NG LAjjOH 4TO RMS Moly pt r 1464 Ga iui kiawlatvard _ Clrlaa&, FL 32 337;. �l PRAFFUIONALS X INE SCIENCE OF M".i7APS NCTL 210-2638.1 i.' 4< bse r -Mr. Barry Portnoy (NNOTL) Mr. Daa7 Conyeo(NQTL) Mr.Martin Portnoy (NCTL) Mr.Robb Sherrod(NCTL) bade O n.vYli=s ; Noun Pre"nt DAN CONURS Technician Diwlairaer: This teat report wraa prepared by Natimial Certified Testing Laboratory(NCTL), for the sxcl.ugive use of the above named client,it does not oonstitut s wrtifxcation of this product.The reaulta are for that pardeWar specamQn tested and does not imply the quality of Similar oT tdontical. products manufactured or installed from apeaifiaations identical,to the tested product. NCTL is a tes ttirig lab and asaumea that all infomation pyovided by the client is ao=ato and dow not guar=taa or warranty any product tested or is stalled• X . I _ � • amu. Y 4 NCTL 210,2638-1 Specimen B Design UR&pd +SO.Opsf -WAOPVf Ran& ofTest Actual.Load Cycles Comap. Mam Det PornL Set %Recovery Positive Loads 0.2 .0.5 DP 1&0-4010 3500 0.0 . 0.6 DP 0,0-46.0 300 0.5 • 0.8 DP 40,0-64b 600 0.3 . LO DP 24,0-80.0 100 0.111 0.009 91.9 R=#u of Test Actuid Land Cycles Comp. K&3L Dat Per Set %Recovery Negative Loads 0.3-1.0 DP 24,0-80.0 60 0.065 0.006 90'43 0.5-0.8 DF 40.0-64.0 1.060 0.0-0.6 DP 010-80.0 50 0 2-0,6 DP 16.0-40,0 3,350 Specimen C Design Load psf + 80.Opof .80-0,0pof mange of Taut Actual Load Cycles Comp. Max. Dot Perf& Set %R&wvery Positive Load a 0.2 .0.5 I)p 16.0-40.0 moo 0.0. 0.6 DP 0.0-48.0 300 0.5 - 0.8 DP 40.0-64.0 600 0.8 - i3O'DP 24.0-90,0 100 0.065 0.0043 9018 Runp of Test Actual Load Cycles Comp. Max. Def- Perm. Set %Recovery N,B&%tiv*Loads 03-1.0 DP 24.0-80.0 50 0.04.2 0.004 90.6 0.5-0.9 DP 40.0-64.0 1,050 0.0-0.6 DP 0.0-140.0 so 0,245 DP 16,040-0 3,350 Derwrioden of sipecimaing1tqL9Y-W—ikI9At- S-padmoue ehowed no resultant failuro OT duxess after UYU10 NgI2; A 2 mill polyethylene Mm *as used on the cycle testis and it is the Opj4fi the undbtaigned that they had no ir&ueuw on the rosulta of these testa, :•1 • •' r y • ' / 19 1011 ` / • • • 1/ 11 • • ' • I : - • f 11 • i . - ' . . � 1. II • - 111 101 1111 • i ORM • r •• ' �• mm r�. v s t 3 " '. w; mA _-'. rNj! �,,a .�. �1�, %i i�2`Y'�`r`�(,�,.4�s�'+.�^,...°x�"`<��'a"`aau't'R`�X.,,.-�,t�..a'� '�k s14,xvwc�- ,. �• x#R'��k -h �-YN" Tar s'' • aYw °3 i3a-rsaf.�,mc diz. =Sat.{ R`IRi{�" . 1-• '��a.�.iic.�r ,. 4 r 3i"`, -i� ,.. r 4 ��.._ ? �.:R�' Svr°"�-f � t�� 7 a � Ycna°iiQ�'�":'-�2�y'"`�M �� '�� 4 s:ti�° �r� �s►' r • • RfC` 3Y/i-aa ahoy , au.L-V A PI �y i.}SZ.�+q I f `i J y .w N . F � w � � r 4/I' .\ h CITY OF ATLANTIC BEACH :a 800 SENIINOLE ROAD } ATLANTIC BEACH, FLORIDA 32233 "rrik INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027176 Date 10/31/03 Property Address . . . . . 1852 BEACH AVE Tenant nbr, name . . . . . . COVER FASCIA & SOFFIT Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 Owner Contractor ---- --- ------ --- --- ----- - -- - ----- -- --- ------- - - - MARSHALL, MARGO THE EXTERIOR GROUP, INC . 1852 BEACH AVENUE 394 9TH ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-6671 (904) 241-2228 ---- - -------- ------------ ------------- ---------------- ---- --- --- ------------ Permit . . . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1500 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 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 v JOB ADDRESS 1952 Jam' 2 � (' � a PROPERTY OWNER PERMIT NUMBER_ / 7711 DATE r• INSPECTIONS: FOOTING 3-2 3 � SLAB TIE BEAM' LINTEL NAILINGISHEA THING FRAMING/COVER UP D Q INSULA77ON FINAL BUILDING -/ 3-e CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# INSPECTIONS ROUGH FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PL UNIBING PERMIT# INSPECTIONS ROUGH/UNDER SLAB TOPO UT WATERISEWER FINAL �00-ou" S cam o v_, +Cob a( -�, t►k- ct,� NOTES: u CITY OF ATLANTIC BEACH cD. a J� BUILDING / ZONING DEPARTMENT S. Do 800s 800 Seminole Road v� Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 3 - Z-7 ( -7-5 Property Address: I S5o 6EiSC4 Aue Applicant: --FH-E. E1C.'T'1=1 0R— (QR-P. Project: _CoQ EfZ— SoFE'11- —1 'EAS CI A 1J lel . 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: :'f Date: !c -3' !r_� CITY OF ATLANTIC BEACH CD. Ford BUILDING / ZONING DEPARTMENT 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 ' (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 05 - Z-71 -76---, Property Address: I SSZ- 6QYaiA f-3ZJE Applicant: -T -t-re JE-7g= Coxa- Project: This permit application has been: ., �" Approved F-1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: 131,, SET CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONSIADDITIONS) `` CA / Date: �-Z 76.3 Job Address: 1'e5-z. Owner of Property: -r / / Address: J4p-S Z 26w-4 � ?� Telephone: /'�/�0 7l Legal Description: Block Number:c5;,6? Lot Number: Zoning District: Contractor: /D ,P_GY.c State LicenseNumber: CA—C f'5765' 7Z5 Contractor's Address: J5q_ �' sY av>�i� `�' F{ X33 Telephone: 77--,//— ZZZF Fax: 004/3 Describe proposed use and work to be done: <_D •S'd T r ' ' Present use of land or building(s): �pGL/iJ 'CS'f Valuation of proposed construction: A/ Sca--) What are the dimensions of the added space: 11114 feet x feet Will the added area be heated and cooled? /1'/14 New electrical or increase in service?�1Q Add plumbing fixtures?il///.y' Add fireplace? Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required?—.A& If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project- YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each mouth. 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-oonstruction 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.atlantic-beach.R.us Page 1 Revised 1114!03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being t 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 providedwiththis application is correct. t i Signature of owner: a. 1 Y t�l)1 C Date: 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: f Date: �J �; c� Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this 2-9 +4' day of �U U►'Je',, ,200�3` . State of Florida,County of Duval ""° Mary C. Callaway Notary's Signature: c. Commission#DD248483 '�• ?? �?Expires:Sep 09,2007 Personally known Bonded 7bru 111101 Atlantic Bonding Co.,Inc. Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of �J�9 , 20 State of Florida,County of Duval ._ Notary's Signature: ,.QSr3+Pp JENNIFER SCHLUE'T _* = MY CQMMISSiCN#()[.1121301 , yEXPIRES:May 27,2000 i t ersonally known ' PP; Rowed rnurJofaryi;b ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 MAP SHOWING SURVEY OF: A PART OF GOVERNMENT LOT 4, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE SOUTHEAST CORNER OF LOT 2, OCEAN GROVE UNIT No. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 03'46'42" WEST, ALONG THE EASTERLY LINE OF SAID LOT 2 AND THE EASTERLY LINE OF LOT 1 OF SAID OCEAN GROVE UNIT No. 2, A DISTANCE OF 74.02 FEET; THENCE NORTH 86'13'18" EAST, A DISTANCE OF 50.00 FEET TO THE WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY, A 25 FOOT RIGHT OF WAY AS NOW ESTABLISHED); THENCE SOUTH 03'46'42" EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 74.02 FEET TO AN EASTERLY PROJECTION OF THE SOUTHERLY LINE OF SAID LOT 2; THENCE SOUTH 86'13'18" WEST, ALONG LAST SAID UNE, A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. EIGHTEENTH ( 18TH ) STREET 60' RIGHT-OF-WAY FOUND 1/2° -� — --- — ---------- IRON PIPE { (ID ILLEGIBLE) 4` (n CD c CA Q W O CTS N N II TREE STORY o L;j O STUCCO I,, a RESIDENCE �� v NUMBER 1852 (N86 2622"E 50.1 FIELD) N 86 13'18t 50.00' 6' WOOD FENCE15. 9.B X9.96 POST ON CORNER 4.8' PART'( WAIT' SET 1/1* IRON 30.2' .. (2 0 PIPE (LB 3672) O m THREE STORY coN >g r o STUCCO Q w DRt N to < RESIDENCE 1 y 0 O� o -- 3.7 NUMBER 1850 o > n 30.2' D ALL � -'u m, Z 7 > w rn `_ D 0 c t o -P D z ^ CA ,�, EnC5? -0 o _ ro StEPs abs 0 L N p `�\ :u 0 o � o a OEM � rr ,c O z N N m W W g `J > M $ 4 4 xaRg11. N ;P �` ON v C Frl 10, Fri N ISI �m Q yyppD DE 79 O :TJ ; : N 13.7 ". .:Z::,:�. Yie ME FOUND 1/2' IRON8' SET 1/2" IRON 'n PIPE (0 3672) ' 0' 1 3 PIPE (LB 3672) -.6;S86°13 !�W 50. POINT OF BEGINNING (S86'29`39 W 50.114' FIELD) Apr-29-2003 02:48pm From-HEARTLAND CUSTOMER SERVICE SSZT282184 T-60T P-001/001 F-3TT Product Specification Sheet A New Gmesac;m of Riailing Prods. An Slow Poiy,mu and S.dtxt vinyl siding,soon nn tActc<rr.ez maa,trctrrcu by Heald.W aft mudc from e..luuve fomiaia- clunk -fbcn NVr WE following Ptopeftrek anti specification, THICKNESS: SOFFITS SIDINGS �,- ; f (�as .042* C9C�� AYSA . (PIY.f4ybaa'" ��iKIK npV'fYi�.>' .(l46' 14iT'YMN - p .042- WiI �N .044 1M sew w+werywcw- F!::Irl an or +-.-. ,-...,.,..•-.� ...w......«._...........- RmcctRu,i ir•L� "� rM.6jyAwsmjwNsa• s••,046• * PREMIUMsY• .o..�eR IRI71tM1 .044W -048- WRME �, ,.._....., aerawaral .a,, Fab swt t -001) TEST RESULTS. �' s44 WW Impact Resistance(ASTM 4226). . ... >60 in./lb. 040 Negative Wind Load(ASTM 5206). . .- - 55.5 PSF IL Specific Gravity.. .. . ....... ... .... . .. 1.452 _ Hardness(Durometer D).. . ... . . . . -72x3 Tensile Strength(psi) .. .. ... . . . . . . 7260 _ .090+. HEARTLAND 040 Modulus of Elasticity in Tcnstun(psi) . . 376.718 t.r" °u exr.Rr, SE ECT ( ) izod Impact(ft-lbt.nn.notch) _ 32.5®23-C rSsrp 350OC `� 'eo100jillb Hcat Dcfkctton Temperature 164'F ra)264 psi CF) si sp.+w,cn Coctticient of Expansion(in/in-F). 3 12 x W, w a curs a�:r W "AAArlyi Warp . .... . G .i 1/8" Piwrviva a1 Sidewnli Ptoaret Vented Sot'frt Standard .. . ...... . ..... . Acrated D6=13 29 Sq.1n./Sq.rt. APPROVED 4W.C.ras,00y. (Nct Free Open Area)Hidatn Vcnt=7.40InJS4.Ft. Center-Vent T4=5.24 Sq.In./SIq TIK.Q6(}�%AiViALyCq)#A".41 sq.inJsq.ft. The following fire hazard classification is established by Underwrilers l.aboratoncs turWWk0 gjgfFfg*arison with ted ori:at 100 and asbestus-cement boar!at 0. Flame Spread. 25 `1 2003 Fuel Contributed ... 0 OC J U Smoke Density Dcvclopul . .. .. ... >5W All siding,s(ifiil and acctssuncs manufacturcti by Hcartlarb!have a Class A fire rating br ASTM EM fest results All siding,soffit and arcessoties itimwfacturcd b.Hcan)bnd meet specifieatiouB)h acc with ASTM D-635 ind ASTM F119-88 ckmficauon of a fire endurance rating of J hot:,. linptxtant.Ftrc Safcfy Information- Flea ri'—' MY Is exposed to>tgotf cam teat or flume,the Vinyl will soften, sns, melt,of burls,arta may thereby expose mater) Wtdemeam Care must be ext mT-,cd when selecting underlaying materials because many utderiayment materials art Made from organic materials that Ore combristible.You should ascertain aie fire properties of underlaymcnt materials pnor to installation Atl building ntatenals should be tmwlkd in accordance with local,state and federal budding cook and fire regulations All Heartland siding, soffa and accessories are considered by the maker to be superior prudtufs in born performance and weather rcogAricc All products are extruded flat and formed immediately after extrusion to ms"rc a uniform pnxdprt Heartland Building Products.Inc. prudw-ts feature if low gloss natural patina finish and are not painful,so there is no paint to*car of chip off All puodiMl:manufacturea by Neartlan4 Building Products,Ifo,meet or cimccd standards set by H U D,B.O.C.A,S B.0 C i,l C.6.0. and all Standard~set by Amerkan Society far Tesung will Materials(ASTM)as specified in D-3670 HEARTLAND BUILDING PRODUCTS,INC. www.hemilarAsidin.-.com 300 Park Place - PO.Bax 880 Booneville.Mississippi 388-hi 662-728-6261 FAX:662-728-2194 Code IF 19-0-0500 Reused 3113 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20167 Address: 1852 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: Date Issued: 6/05/2000 Tame: MARSHALL, MARGO Total Fees: 25.00 Address: 1852 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/05/2000 Phone: (000)000-0000 Work Desc: REPLACE AIR HANDLER OCEAN STATE HEAT;&AIR PERMITMMW 25.00 FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FORBUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 5/06/001 01 Receipt:�?5IsULW Afl NTIC BEACH BUILDINGNSEel. G]NI{=4{�(S!yy (yy((( 111288 t3�11 f7l�QG,ai�C 1 t]C`C1 BUILDING SAND ZONING INSPECTION DIVISION C1-1Y OF AII_ANTIG HFACII Ar1.AMIC 116ACn, rt_on1nA s00aa APPLICATION FOR MECHANICAL PERMIT ` CA It I1UhltlF:►1 IMPORTANT --- /applicant to complole all ilatns in soclions I, 11, 111, and IV, I' Slr••1 Addrew iy 5.;?, _ 13exr H AVS LOCATION ---- ------ OF' 1el4rl•ctin9 111••111 d•Ir••n SeMI/Vof 1� �f{ �- AnJ____�� ✓r WILDING Sv!-di.11len 11. IDENTIFICATION -- To b© completed by all applicants In comae:dew;nn of no-0 );.*n In, 4oinrl Ohm week •1 delcr;h.4 in 11,• Above 01014rn60 w• hv•by e11r4A 10 p•rlorm 1414 wo;t In ar-111AMcn -Nh 11,0 0I10eNrd p1.n1 And 1p.c;1;c•1;0n1 wMch •r• s pArl h•eent And In •ceordenc• w;1h Ohm C;1y of Jer.11onv;ll• oidlnanc.r And 11An,IArdl of geed p•4c1;e• Gd.d 11•..;n, N•.e• •1 1.1reh•nle41 G•nh•eferl coalracfer Sprint) N••+• of I1•p•►ly Orn•r $11maivre S:�•lvr• •1 OrA•1 --_�.- of •r Ar1A ;1•J A40AI `ti - 11rehN•el er tn91n••r 111. CHJ INF'-ORMATIO _ r . A, 1116 el ►6•Nr19 (Y•1: '�---..______ H. \ IS OTNER CONSTRUCTION ECINa OONR ON El6cfne \� TNI! 1UIl.01N6 OR SIT[T_ jQ [] 661 —d V 0 NoNral U C4ntt6l Ullllly IF Yfto, GIVE NUmeltR Or CONSTRUCTION EJ 04 PKRMIT ❑ 011.•t -- itih IV. 1NCNANICJ1l lQUIrMMit 10 It 114STAIJAD NATURE OF WO"K (tr"40 ternp416 141 of tempee•nh oil 6cl el Ihl•(a+nl t4 novIdenllal or U Commercial E 11601 Il Spot* ❑ R6c•a64 (fir C6illw) U IDN _Cl New building Q ASr CenJd:ewiriet C] lk"n1 U C•Af1.1 LY 6xlatlnp Nutiding C] Ove► SY11•0n1 1.161«ie1 11,1614,.6 (� fki0140#Mon1 of existing system ►.f•.1n/YT e•p•elly _ s l,n ❑ New Inelellallon INo system pfevIoully 1.1slallarf) [} 1111r;91M1iM U Exl•nslon or add-on to exlsling systwn (� C0e409 ta.oe: C6p6tlly tj Olher — 9p•clly [J Fere 1pAmWet1 NYrnb6r el Mad• - —" (] EL.••fer ❑ M•nlill [] E••.•i•1er_____ (AY1wbNl 11111 *ACV iOR OrriCe Ulla ONt,y p1� ❑ 6••OliA1 11Tµ 111Ym1)•II , ' (MeetieJl (] T6wlt Invmb6rl Relnarl� �O (] lir. w1►101n6ra_��II►vinbst) ) p v6rr,d "we ve••« 0 logo" ►ermll AppreveJ by 0* UJ OIIMr -- Sp6clly r«mlt Is- 1.191' ALL EQUIPMENT AIR COND1110HINC AND REFRIGERATION EQUItMENT �� r I►tp.a.iwp _yNumlr6r Ve1ta ___.. b•+erfy+tle•• ?wRodd 1441mta6r 3t:nufwaturer seneF CITY OF ATLANTIC BEACH --' DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION I LOCATION INFORMATION Permit Number: 17873 Address: 1852 BEACH AVENUE Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: DECK Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: i Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 5,000.00l _ _ OWNER INFORMATION Date Issued: 3/04/1999 C Name: MARSHALL, MARGO Total Fees: 52.50 Address 1852 BEACH AVENUE Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: 3/03/1999 Phone: (000)000-0000 Work Desc: CONSTRUCT SECOND FLOOR DECK AND SLIDING GLASS DOOR CONTRACTOR(S) APPLICATION FEES LUCKIN CONSTRUCTION PERMIT 52.50 -- Inspections p s Required FRAMING FINAL BUILDING i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION !, FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. JA mil� 8 11,�9rji ATLANTIC BEACH BU DING T. - — , CITY OF ATLANTIICCC BEACH PERMIT CALC7, I�N SHEET Address f /��/'/� C(� LSE• Date 3 ' 4� / Heated Sauare Footage �(� �. per sa Garage/Shed _C� $—p e r s _ Carport/Porch —per sq = S l,)Pc:1 �F' �ta J mer JG L�. - \9 W T (4 TOTAL. VALUATIuDN : Tc- 1 Valuation lst $ bn n Remainina Value $5 per thousand or portion thereot TOTAL BUILDING FEE -� + l,` Filing Fee U Fireplaces @ $15 , 00 D BUILDING PERMIT FEE S WATER IMPACT FEE $—_ SEWER IMPACT FEE S, WATER METER/TAP t _ CAPITAL IMPROVEMENT ___ _ SEWER TLIP S ( ) RADON ( FRS ) Cc50 SECTION H PAVING i S HYDRAULIC SHARES CROSS CONNECTION S ( ) SURCHARGE . 00501 S OTHER S GRAND TOTAL DUE ADDITIONAL• PERMITS OR FEES : Mechanical PlLunhing _ Electric/New Electric/Temp ; SwimminaPooi Septic Tank Weli Sign Finish Floor Elevation Survey Other CALCULATIONS and/ or NOTES : CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS Owner(s) :. �Y1��►0 (Y)a-ysh 6d Job Address: I Z �� 1 V`�f Phone: p -trp ('p-7 Lot # Block or Unit # Subdivision: Contractor: �_uc* 1(n �� yy �-'iCY-) State License # c_ D�L{c3Z Address: 0 ;'7 ) Sfi A-W i ,l Phone No: 2-41 -1&-39 City / CIA State �. Zip Code Describe work to be done: u S Present use of building: PS?�G��►hl«' Valuation of Proposed Construction: 5 D O Proposed use: '7,) e-G C Is this an addition? �- z' If yes, what are the dimensions of the added space: ft. X 'ft. Will the added area be heated and cooled?- T\J- New electrical (or increase) ? I v 0 - 1 New plumbing fixtures?_ New fireplace?blew Heat/AC? I_'a SUBMIT TM= (CCHMERCIAL) TWO (RESIDENTIAL) COWLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE 70104S, NOTICE OF CObHENCZH=, AND OMMA/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: 0, Date: s�-1�31 q S Signature CONTRACTOR: (1� Date: %/ AS TO OWNER: YA- Sworn to and subscribed before me this day ofA, 19 OT PUBLIC AS TO CONTRACTOR: and subscribed before me this day of �� •'�JSSiONF•. �� .g q ber 29,�oaO��; NOTARY PUBLICRI: Ls t #CC786808 ;o i9 •.T,Bonded lh�°ce•:O� ,....:_._ ... ,....,. Building and Zoning 1 f • `M SHOWING BOUNDARY StA VE Y OF THA 7' C E'RTR/N P/6-4C E/ joAR G F L OR 7,q A C T" OF 1.AND, L Y/NrG AML BE/A/fr 9 A PAZr [J.r GavW.PAJMCNr 1 or d, ,SZ4I-,14.V 9, 'TOwA16H/,P a 3OUTN, RA.VdiC 9EAS77, DavA,L Cou+�Tr, co.P/�op. CERTIFIED TG *^y—'l" vi a^ ti v SO.o �� Pe� fye, CV 07 4 wroo Fstic• POA? "A e!` am *� a R a. S� b p O v O C) X11 � � � ryEF, 5.br: /�`/,g'•1tl 30.0 '�K v $0,0' {4 44 04' Q� h � U t Ip' r.✓Ar.a '�J �z LeV d' ..r wire•r:� ori��.'�i:ii� � �1 A, ,pp CRYR O 6:D et�OF�ATLANTIC $EACH v � Lt-- plll.-C w.a ,•jo , �7PZ• /'R"90 47CABASED ON AL A T A5 Ow 7 IaEpEBr ceArIFY rHAr rH£LG,.7 504OWN HEREON IS 1N rNF SPECIAL FLOOD HAZARO ZONEAS SHOMN ON FL OOD r)vsuRANCE A4 rF 14A p—L_f[ala rr+E CI T r RF' .1A tKsoN vIL t f, FL ORIOA. OA MD _ . . �..• ice.. /,—. ..%w t. W.. •w FLA. 1977 LAWS RAMCO FORM 409 FS 713.13 Notice Of Commencement (Prepare in Duplicate) To whom it may concern: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. �+ Description of property c�7 �� 1.:�n—hC ! ........1....................... . .... ................ .... �. ........................................................................................................................................................................................ ....................................................................................................1................................................................................ General description of improvements ..... ..... ..... ...........AK......I................ .........................(............................................................................................................................................................... Owner ......... .1'•.�.tQ4.?rl.u.... .. vS�C��...................................... . .. ..... . .................:....:..:.::.......... .. Address ...... .t.k5�:.........fki�� . ..........t �� ....... 4�.. .4.......... ' ...................... .... .. . .... Owner's interest in site of the improvement............................................................................................................... Fee Simple Title holder(if other than owner) Name........................................................................................................................................................................... Address ......... .. ............... .. ... . ...... + ...................................................................... Contractor.. �- Uc k k'1 ............, \C�lc�.l i _....1Vl........... i^ . Address .......... ........ e....... ........ ..,......... ....... ? Surety(if any) ............................................................................................................................................................ Address ................................................................................................................ Amount of bond$ ....................... Any person making a loan for the construction improvements: Name ........................................................................................................................................................................... Address ....................................................................................................................................................................... Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name ............. .......................................................................................................................................................... Address ......... ......................................................................................................................................................... In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(h),Florida Statues. (Fill in at Owner's option). Name ......................................................................................................................................................................... Address ..............................................................:....................................................................................................... This space for recorder's use only \��`�pss�ca Crek ��i,,�' Owner �` �JSSIONF•. '�� Y ��. har 2s�o�O'9�;: vo o and subscribed before rryg S .. day of ICC Q o `.�. "n7 n ...... ................ ..... %�bo .�Fa�n ��a •�`��` Notary Public �9' I N 111 \Oo�� CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers JOB TITLE �.uc w a CDNg myGTT�It� CALCULATED BY DATE Z12 JOB NO. CHECKED BY DATE SUBJECT V do D SKETCH NO. SCALE SH OF 6rio13s 1=6rL / ,TL1Ao-r1C. a-PtcAA F LO21 p �v c f� �a G'�,��►-err J c� o RECEIVED �NpR��CS g Pct � 18 1999 e �g99 City of ,Atlantic Beach p,R 0 Building §nd 7-oning CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers JOB TITLE X CALCULATED BY dr,e.V- DATE 2[l Z OJO� JOB NO. Gl0)'O?S CHECKED BY DATE SUBJECT ARM If, SKETCH NO. SCALE SH ?+ OF �'rslb� Ar►J �.L'1'b'TzN f}T� KloO D De� lb (STT U aI Alla LIi IAI b j5 -j c.' = Rs%j 4- ?,AY © 210 = Ito Z + RAI c R� 0 r 4YU AL- L'.ov4T> A �y .. PJO1 c X +- RAX �O TrarVG io*1, CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers JOB TITLE CALCULATED BY G LCL. DATE JOB NO. ° 09)9 CHECKED BY DATE SUBJECT D6z+Y_ SKETCH NO. SCALE SH--3 OF Rey ' ' 1 tPZ 110 , LF' Ry IOO AX - Ax�p1.gPJ Cr r1 Co av Nt 1J /-C)r 4 C-oN ke, z y Rr�v toop''Fx 9t-r- 16. 'a1 = o Y 0)t �b 4 r _ 'T 20 16,, � l 7- 0)p p,,r Y. c p '?Z0 (l s AX 1141. A$ 1 'L—v- 'z W°00 �Vy vd N et-u G o N-rvN VM 0 T*Ay A,46"Pt W Z A �F O 4,-1- Gv 4 C) 2py = 43 2 1I ,s 'Rai � 36b Ids 3C.0 C. CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers / JOB TITLE I(.CJGIciJ 606ThUGn041 CALCULATED BY G Z•�.. DATE ?/r Z 'dj JOB NO. MP b 23 CHECKED BY DATE SUBJECT D SKETCH NO. SCALE SH-4-OF-1-,f7 'DZ V i YL-A I A3 G,�a 2 I. Co y S p 4 •Z. "'rPrbTGM TD erne.* Q--0 i0z)r V4( CoA �14 SLS p4 2 pc S Zk SGnL"-LUS- Z) TpIS,S . -17YN Z'•�68> ® ICv f p•G. L� Npti ' !� ��bt= 11• I.33= Co©Pah Rlew% 5?AA Cl�-prrtrs: W Aw a' '�2 PUP pc.* mY ✓ a I n� Z X Cc © We- m •c.• G -z1r,. t-A 4=vT Z:�4--� T Z:> (4-4mPn 141 1. i P x lot)-rc.r: 1-603pn ftI - �,� * a3l Z `�Mgx i •M eoO� k j2�1 Z 2 v)aco��.Ibb + 3loo�N • 6�►s f .� 1250e-sA S&IW3x I-IS 87Z 10• 1 ro , 81Z N . alis s0�N• I�rs o� ✓ I I CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers JOB TITLE 4(�'GkjAj _CoAj&7?U)CT1CC CALCULATED BY G GSL.. DATE 2• ZI � 1 JOB NO. ew•cz CHECKED BY DATE SUBJECT 16 1) PK" c SKETCH NO. SCALE SH .5 OF 16 iZ�y a 1� p4� pr i�ty S v 2 ;t cap Q • r• SIP 4o• 2 tr*'bc=&*i ter � 'laA.4C. swma-� t`Z, t,.;• C,�F r jZa b '"�k►'1 6 p61 X 1 �l 2` _ 424 V•b SpA`�N _ � o PLS= t� m ' 1.3,3 � o w✓ ►� - 43 r] t�� I t N ctl �1 �*I�ASU!'AZ-• SpA��N of 80��-•� 4 t(o o•c• 4SO x.33 0 W-v L.A t9 ��n>=Kf�S YJ Z �C s►�-E'nS 1 �+ 0 'G• CAL1jVdGr.> IrA A), dG O?Terwr sp14N z �Aw�rL16. l( � zco2^ 1 843Fr• �b5 0� zZ , � a ��u• �l� kl Itom+ /OT- 8rr r'f�G.L�/ •CG!�'��a /QGzr�oc•� OCA 1 N 1�5 I/ �a Z Gs $ •T• s P�° Z /-V A,4 c.e � /2a� s� Y 3 • t�} X Z �5 '' P 3[ �'�� N • lbs Z 2, 10(. 1,J• 1�oS ©�. ✓ CHRISTOPHER C. KATHE, INC. ConsultingStructural Engineers rug JOB TITLE �.VGt�+I1J Goag'riW`r-1 ON CALCULATED BY C 09` DATE Z Z JOB NO.� oZP CHECKED BY DATE SUBJECT SKETCH NO. SCALE SHS OF I5 Sy IaG.oAl A-" 'Fos7-- A.yu 1qt.. 1 v© 6 ►1 , A. VSA k!O p•t-. S P N O. 2 Po bT: C � •ro X�on •-A S '� i Co> CaU�Ezroa AT $"W tort e.1 r.6 A.Y►t At.. L.(9 ►4,1> , Th 4r )'t Z '» X('Co tt Go#JCG t 1 trq-mz- f=e�ea'n A16 0 o I 5 Tn� Lex 3 X t'.to f��o lis. ��-✓ ZF � a; A 7 I > W4 Sb 1 •5 o k- ✓ r r CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers �VG�IN Ge,N S "C.rl DN / JOB TITLE CALCULATED BY GGA" DATE 2` JOB NO. &0)0-023 CHECKED BY DATE SUBJECT 00 l7 D4rG�G SKETCH NO. SCALE SH 7 OF 44 -p• '- syp ao •a .e Syp r�lc•2 9 11E 'R1Ni BARD 'r, pBc z'�c$ �•T L h- Tt�D2[o w� 5yp No•Z 8� 1Co•l 0.1 �F t yz"�N�A"� 0� x � � 67-1Jto % 2, 4t p.r 7. A► (4 frocpT�oKb> �X to P•T • 61A•z P 'Pi AGOA&L. 3R"I facp F�mT. CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers JOB TITLE "1Z '019 CALCULATED BY G ' DATE Z JOB NO.&VO)'o Z CHECKED BY DATE SUBJECT D k'iz+C. SKETCH NO. SCALE SH S OF 2se�-\p•T• 2...---• A4 -?IT. SIP 140•2 L" GyPNo.2 Z 'R*s L Z`v.(v f:,.r• Syp#40.?. 4 94 Wr- SIP No 2 •pwr.w.I a Co RA��- 4'�'�-t'• Z x i?•r' sin ao•-a A Z'ic Z: P•T= S�pNo•2 �,AWF,�'fzti'DE' rye iK&P P.T. sy Pae•Z Rim 8e&r%D vu� sus 116d Aawim i&ro b-4" ,t'c�sr l tpa • vkl>2fr D Z ' ► gs,P•T• 'Snf P1o .Z vhgv nm 1•k�aac.�rt. 2;�Lo`P•T• Sy ntc•2 �, c.� pe, St ►[.a a�p�.n, wl 8•Ic� 1G►`�Z� 4041u, d ot•( Torsi — A�A-U Z!:A Pa�T- (E> 7•Ca o•c. rz*4riVim' 'Th%M . (sA4J. STEL» �RflcY��T' w�l �paS Sht C� •r1�LC Jr.►� 3o�.-r.S {•.i �.{ 2•Co wx 3•D X I'•[,, pp Covanwr�• 47 ,t Fvon n1 v w( 3 S b-Nc1r WAy CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers ''II``__ JOB TITLE K�" CALCULATED BY �•G�'• DATE 7/1z JOB NO. La40•0=3' CHECKED BY DATE SUBJECT G?7DK' SKETCH NO. SCALE SH OF-15 .0 VjATCT2-Pn001T-I a 2 p''r. P I)D•Z Per—KAM&P Aip fwn Co nt W( Zpcx. 12,A CoA till• 4 A ILJSS R ' Z pa S — t�- �4z•�i S • i 4::?61s97duo, 14Au. aa; 2X& P i• SSI P ao •z Soriicm, O Ico�o pr 5�v►w T ADZ Zi�(a�•T. S P�1D.Z corD (0- IDd >` l`/i` �At 5 LACP INTO Mbvzx� 29%4> V4 Alb 416n w( S• t d� x IYL'` NAi� �'bwTs 0 tiCo o--� ZIpiseb . I tmd /7L5,v%1E}IL6 3•t cid � �4� �i�ic, ,�X}r.I•� 57 IJA��r � :TbI�aT 2p�� 2;i gv p•T . S�PNo•2 Ti�Rocx.rl 3c�.rs '1�rM , ��.►� --oc�e�r�-e.� wC 4AiLA, 0 8 "o•C. 3.Ito aAus G %Cn P.T. SI p N0-2 r->(AC Cw*(, t:AACIACz, '�eT CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers JOB TITLE CALCULATED BY G DATE Z J 2 �JO,BI NO.&VQ CHECKED BY DATE SUBJECT + SKETCH NO. SCALE SH O OF-1b f;uRrw Iri1 .,1` co^rz ,1 o j6PO,000 PSI It �n O ,;. ;,. T"65-r- S%Aa xerr Ise JR4.4ws. =O �, OV y �F�• SEMCCY HEAVY DUTY TRUSS HANGER METAL CONNECTORS Design Features: Technical Support(800)SE SPECS-(800)737-7327 • Full 3'seat for higher loads and longer truss spans. • Wider header flanges for easier nailing using standard nails. Materials: 16- 14 gauge galvanized steel 114 Footnote: Use all specified fasteners in schedule to achieve values indicated. Installation: Load values are based on trusses. See general Notes: 1,2,3,4,5,6,7,9,11,12 Code Compliance: Submitted for a SBCCI, H Metro-Dade County Report#95-0818.15 DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS �D PRODUCT FLOOR ROOF WIND/ PER SIZE CODE GAUGE DESIGN DESIGN EARTHQUAKE CTN W H D HEADER JOIST LOAD LOAD UPLIFT UPLIFT 100% 125% 133% 160% '� x6 LT HDS2 16 1 15/8 51/8 3 18-16d 14-10dxl1/2 2335 2490 1285 1285 1 40 2x8 THDS28 16 15/81 7_ 3 28.16d 20.10dxl1/2 4090 5110 2450 2450 30 200 THDS210 16 15/8 1 9 3 38.16d 26-10dx11/2 5550 6935 3180 3180 20 1314x9112-14 THDS1795 16 17/8 87/8 3 38.16d 26•10dx11/2 5550 6935 3180 3180 20 2x6(2) THDS26D 14 31/8 43/8 3 18.16d 14.10d 2645 1 3310 2275 2730 10 2x8(2) THDS28D 14 31/8 61/4 3 28.16d 20-1Od 4115 5145 3255 3550 10 2x10(2) THDS210D 14 31/8 81/4 3 38-16d 26-1Od 5585 6985 3550 3550 10 4x6 THDS46 14 35/8 41/8 3 18.16d 14.10d 2645 3310 2275 2730 10 4x8 THDS48 14 3 5/8 6 3 28-16d 20-1 Od 4115 5145 3255 3550 10 ,t 4x10 THDS410 14 35/8 83/4 3 38-16d 28.10d 5585 6985 3550 3550 10 STRAP TRUSS HANGER Design Features: • This multi-purpose truss hanger design bends to fit a variety of configurations Including overhang or face mount installations. Materials: „ 18- 16 gauge galvanized steel Footnote: Loads values are based on trusses. Installation: Use all specified fasteners in schedule to achieve values indicated. H 1 H f Strap may be field-formed over the header a minimum of 1-1/2", for top mount. I' c Alternate fastening schedule available upon request. See General Notes: 1,2,3,4, 5,6, 10 Bs Code Compliance: NER#510, Metro-Dade County Report#95-0818.15 f SHP •' MSHS DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS w 'aS SIZE PRODUCT GAUGE FLOOR ROOF WIND/ PER TOP CODE DESIGN DESIGN EARTHQUAKE CTN .. ,r' MWH BS HEADER JOIST LOAD LOADMOUNT UPLIFT UPLIFT 100% 125% 133% 160% 2X SHP29 18 19/16 91/2 12112 26.16d 6.1Od 2715 1 2715 755 755 50 2X MSHS29 16 15/8 9 2 14-16d 10.10d 2045 2555 1375 1650 50 2X MSHS213 16 15/8 13 2 14-16d 10.10d 2045 2555 1375 1650 25 2X MSHS218 16 15/8 18 2 16.16d ID-10d 2335 2920 1375 1650 25 2X MSHS222 16 1 518 22 2 22-16d 10-10d 3210 3500 1375 1650 25 2X(2) MSHS213.2 16 31/8 131/4 2 14.16d 10.10d 1 2045 2555 1625 1750 25 2X(2) MSHS218.2 16 31/8 181/4 2 16.16d 10-10d 2395 2920 1625 1750 25 2X(2) MSHS222.2 16 31/8 221/4 2 22.16d 10.10d 3210 3500 1625 1750 25 FACE zti 4X MSHS413 16 35/8 13 2 14.16d 10.10d 2045 2555 1625 1 1750 25 MOUNT 4X MSHS418 16 35/8 18 2 16•16d 10.10d 2335 2920 1625 1 1750 25 4X I MSHS422 16 35/8 22 2 22-16d 10.10d 3210 3500 1625 1 1750 25 47 i _ SEMCC�'j2 �s HURRICANE ANCHOR METAL CONNECTORS Design-Features: Technical Support (800) SE SPECS- (800) 737-7327 • These ties add increased resistance to wind uplift. • Eliminates toe nailing utilizing correctly located nail holes for Ties Installed diagonally fast, easy and strong attachment of rafters and trusses to across from each other Ties installed back-to-back plates and studs. Materials: 20.18 gauge galvanized steel t� (MIN) Installation: *Alternate stud plate application. Use all specified fasteners In schedule to achieve values indicated. 2-16d toe nails from truss to top plate equals 300 lbs. (- TOP -1, r __TOP additive to listed lateral loads parallel and perpendicular. PLATE J PLATE See General Notes: 1,'2,3,5, 6, 10 Code Compliance: NER#510, May be installed on each side of rafter for twice the Metro-Dade County Report#95-1003.04 loads when the rafter thickness Is a miminum of 21/2" or diagonally when rafter is 1 1/2'. DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS WIND/ PRODUCT LATERAL EARTHQUAKE PER DESCRIPTION CODE GAUGE W H RAFTER PLATE STUD (See Installation UPLIFT UPLIFT CTN 1339E 160% Al A2 6d ed6d 8d Regular HCPR 20 11/2 5 4 4 4* 145 95 400 510 480 520 500 RegWar dGRmik 20 11/2 5 4 4 4*` 145 95 400 510 480 520 500 ..•� Long Tie HCPLR 20 11/2 6 4 4 4* 145 95 400 510 480 520 100 Long Tie 20 ` 11/2 6 4 4 4' 145 95 400 1 510 480 520 100 Dbl.Lag Tie RT10 1 20 11/2 1 101/2 1 5x1 1/2' 1 8 15 x 11/2' 115 95 500 555 555 555 100 Reversible = RT12 18 11/2 45/8 4, 4 4*' 100 130 380 380 380 380 100 'f' Truss Tie HCPTA 18 21/2 20 8 - 8 — — 800 990 960 990 50 o° W W • REVERSIBLE TRUSS • RT12 TIE ° REGULAR LONGTIE H HCPR/L H CPLR/L (Available in left or right) ° * (Aveilable in eft or right) ° • H W tititi»i HCPTA Al *.,, Al DOUBLE ` A2 A2 LONGTIE H RT10 Rafter application Ratter application Rafter application Al Stud application Stud a0lication Stud application RT12 ` 37 1 62 13'.8 WOOD BEAMS—SAFE LOAD TABLES See instructions for use of tables on page 58. Symbols used in the tables are as follows: F = Allowable unit stress in extreme fiber in bending, psi. W = Total uniformly distributed load, pounds w = Load per linear foot of beam, pounds Fv = Horizontal shear stress, psi, induced by load W E = Modulus of elasticity, 1000 psi, induced by load W for l /360 limit Beam sizes are expressed as nominal sizes, inches, but calculations are based on net dimensions of S4S sizes. SIZE OF F BEAM 900 1000 1100 1200 1300 1 1400 1500 1600 1800 2000 5'- 0" SPAN CONT'D W 908 1008 1109 lug 1311 1412 1513 1613 1815 2017 2 X b w 182 202 222 42 262 282 303 323 363 403 Fv 83 92 101 119 128 138 147 165 183 E 736 818 900 982 1064 1145 1227 1309 1473 1636 W 1512 1681 1849 2017 2185 2353 2521 2689 3025 3361 3 X b w 303 336 370 403 437 471 504 538 605 672 Fv 83 92 101 110 119 128 138 147 165 183 E 736 818 1 900 982 1064 1 1145 1227 1309 1473 1636 W 1577 1752 1927 2103 2278 2453 2628 2803 3154 3504 w 315 350 385 21 456 491 526 561 631 701 2 X 8 Fv 109 121 133 145 157 169 181 193 218 242 E 559 621 683 745 807 869 931 993 1117 1241 W 2117 2353 2588 2823 3059 3294 3529 3764 4235 4706 4 X b w 424 471 518 , 565 612 659 706 753 847 941 Fv 83 92 101 110 119 128 138 147 165 183 E 736 818 900 982 1064 1145 1227 1309 1473 1636 W 2567 2852 3137 3423 3708 3993 4278 4563 5134 5704 2 X 10 w 513 570 627 685 742 799 856 913 1027 1141 Fv 139 154 170 185 200 215 231 247 278 308 E 438 486 535 584 632 681 730 778 876 973 W 2628 2920 3212 3504 3796 4088 4380 4672 5256 5840 3 X 8 w 526 584 642 701 759 818 876 934 1051 1168 Fv 109 121 133 145 157• 169 181 193 218 242 E 559 621 683 745 807 869 931 993 1117 1241 W 3327 3697 4067 4437 4806 5176 5546 5916 6655 7394 I b x b w 666 739 813 887 961 1035 1109 1183 1331 1479 Fv 83 92 101 110 119 128 138 147 165 183 4 E 736 818 900 982 1064 1145 1227 1309 1473 1636 W 3679 4088 4497 4906 5315 5723 6132 6541 7359 8176 4 X $ w 736 818 899 981 1063 1145 1226 1308 1472 1635 Fv 109 121 133 145 157 169 181 193 218 242 E 559 621 683 745 807 869 931 993 1117 1241 W 4278 4752 5229 5704 6180 6655 7130 7606 8556 9507 w 856 951 1046 1141 1236 1331 1426 1521 1711 1901 3 X 10 Fv 139 154 170 185 200 216 231 247 278 308 E 438 486 535 584 632 681 730 778 876 1 973 W 6188 6875 7563 8250 8938 9625 10313 11000 12375 13750 6 X 8 w 1238 1375 1513 1650 1788 1925 2063 2200 2475 2750 Fv 113 125 138 150 163 175 188 200 225 250 E 540 61111 660 720 780 840 900 960 1080 _ 1200 32 DESIGN L4 Table 413 Design Values for Visually Graded Southern Pine Dimension Lumber (Tabulated design values are for normal load duration and dry service conditions,unless specified , otherwise.See NDS 2.3 for a comprehensive description of design value adjustment factors.) I USE WITH TABLE 4B ADJUSTMENT FACTORS Design values in pounds per square inch(psi) Tension Shear Compression Compression . Modulus i parallel parallel perpendicular parallel of Grading Species and Size Bending to grain to grain to grain to grain Elasticity Rules commercial grade classification Fy F, F„ Fc, Fe E Agency • Dense Select Structural 3050 1650 100 660 2250 1,900,000 Select Structural 2850 1600 100 565 2100 1,800,000 Non-Dense Select Structural 2650 1350 100 480 1950 1,700,000 NoA Dense 2000 1100 100 660 2000 1,800,000 No.1 2 4'thick 1850 1050 100 565 1850 1,700,000 No.1 Non-Dense 1700 900 100 480 1700 1,600,000 No.2 Dense 2"-4"wide 1700 875 90 660 1850 1,700,000 No.2 1500 825 90 565 1650 1,600,000 No.2 Non-Dense 1350 775 90 480 1600 1,400,000 No.3 and Stud 850 475 90 565 975 1,400,000 Construction 2"-4'thick 1100 625 100 565 1800 1,500,000 Standard 625 350 90 565 1500 1,300,000 Utility 4'wide 300 175 90 565 975 1,300,000 Dense Select Structural 2700 1500 90 660 2150 1,900,000 Select Structural 2550 1400 90 565 2000 1,800,000 Non-Dense Select Structural 2350 1200 90 480 1850 1,700,000 No.1 Dense 1750 950 90 660 1900 1,800,000 No.1 2"-4"thick 1650 900 90 565 1750 1,700,000 No.1 Non-Dense 1500 800 90 480 1600 1,600,000 Dense 5"-6"wide 775 90 00 1750 1,700,000 o,2 1250 725 90 C5 RA 1600 1,600,000 . on-Dense 1 0 675 90 W 1500 1,400,000 No.3 and Stud 750 425 90 565 925 1,400,000 SPIB Dense Select Structural 2450 1350 90 660 2050 1,900,000 Select Structural 2300 1300 90 565 1900 1,800,000 Non-Dense Select Structural 2100 1100 90 480 1750 1,700,000 No.1 Dense 2"-4"thick 1650 875 90 660 1800 1,800,000 No.1 1500 825 90 565 1650 1,700,000 No.1 Non-Dense 8'wide 1350 725 90 480 1550 1,600,000 No.2 Dense 1400 675 90 660 1700 1,700,000 No.2 1200 650 90 565 1550 1,600,000 No.2 Non-Dense 1100 600 90 480 1450 1,400,000 No.3 and Stud 700 400 90 565 875 1,400,000 Dense Select Structural 2150 1200 90 660 2000 1,900,000 Select Structural 2050 1100 90 565 1850 1,800,000 Non-Dense Select Structural 1850 950 90 480 1750 1,700,000 No.1 Dense 2"-4"thick 1450 775 90 660 1750 1,800,000 No.1 1300 725 90 565 1600 1,700,000 No.1 Non-Dense 10"wide 1200 650 90 480 1500 1,600,000 No.2 Dense 1200 625 90 660 1650 1,700,000 No.2 1050 575 90 565 1500 1,600,000 No.2 Non-Dense 950 550 90 480 1400 1,400,000 No.3 and Stud 600 325 90 565 850 1,400,000 Dense Select Structural 2050 1100 90 660 1950 1,900,000 Select Structural 1900 1050 90 565 1800 1,800,000 Non-Dense Select Structural 1750 900 90 480 1700 1,700,000 No.1 Dense 2 4'thick 1350 725 90 660 1700 1,800,000 No.1 1250 675 90 565 1600 1,700,000 No.1 Non-Dense 12'wide' 1150 600 90 480 1500 1,600,000 No.2 Dense 1150 575 90 660 1600 1,700,000 No.2 975 550 90 565 1450 1,600,000 No.2 Non-Dense 900 525 90 480 1350 1,400,000 No.3 and Stud 575 325 90 565 825 1,400,000 i AMERICAN WOOD COUNCIL 78 LAG SCREWS the nominal lag screw lateral design values, Z, shall be Re = Fem/Fes the lesser of: is = thickness of side member,inches !F Fen;'= dowel bearing strength of main member YIELD MODES (member holding point),psi(see Table 9A) Z=DtsFes MODE I (9.3 1) Fes = dowel bearing strength of side member,psi(see 4Ke Table 9A) ( F., = 11200 G Z 2t+R F 6100GI..45 28 ( e)Ke el FD Fyb = bending yield strength of lag screw,psi D2 1.75F m Fyb = threaded shank diameter of la screw,inches, Z MODE IV (9.3-3) 3 D un g K31+Re ( e) or = root diameter of the threaded portion of the lag where screw when the thread length is such that the threads will extend into the shear plane of the k=-1+ 2(1+R,)+ msFyb(2+Re)D2 connection,inches Re 2F t 2 K = 1+(er,.x/360°) e emex = maximum angle of load to grain(00!5 0:5 900)for ( any member in a connection I� Table 9.2A Lag Screw Withdrawal Design Values (W)1 Tabulated withdrawal design values(W)are in pounds per inch of thread penetration into side ain of main member. I l: Length of thread penetration in main,member shall not include the length of the tapered tip see Appendix Q. Specific Gravity Lag Screw Unthreaded Shank Diameter, D ' G 1/4" 5/16" 3/8" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1-1/4" 0.73 397 469 538 604 668 789 905 1016 1123 1226 1327 p 0.71 381 450 516 579 640 757 868 974 1077 1176 1273 ' 0.68 357 422 484 543 600 709 813 913 1009 1103 1193 0.67 349 413 473 531 587 694 796 893 1 987 1078 1167 i 0.58 281 332 381 428 473 559 641 719 795 869 940 SJ P .55 260 307 352 395 PO 516 592 664 734 802 868 1 232 274 314 353 461 528 593 656 716 775 0.50 225 1 266 305 342 1 378 447 513 576 636 695 752 0.49 218 258 296 332 367 434 498 559 617 674 730 '{ 0.47 205 242 278 312 345 408 467 525 580 634 686 ` j 0.46 199 235 269 302 334 395 453 508 562 613 664 ,I 0.44 186 220 1 252 283 312 1 369 423 475 1 525 574 621 0.43 179 212 243 273 302 357 409 459 508 554 600 0.42 173 205 235 264 291 344 395 443 490 535 579 0.41 167 198 226 254 281 332 381 428 473 516 559 0.40 161 190 218 245 271 320 367 412 455 497 538 f 0.39 155 183 210 236 261 308 353 397 438 479 518 0.38 149 176 202 227 251 296 340 381 422 461 498 0.37 143 169 194 218 241 285 326 367 405 443 479 �I 0.36 137 163 186 209 231 273 313 352 389 425 460 0.35 132 156 179 200 222 262 300 337 373 407 441 0.31 110 130 149 167 185 218 250 281 311 339 367 i 1.Tabulated withdrawal design values(W)for lag screw connections shall be multiplied by all applicable adjustment factors(see Table 7.3.1). M AMERICAN WOOD COUNCIL BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: Building Contractor: Building Permit Number: Address: Legal Description: i Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: ---------- required -as-built- n/a Sales Tax Certificate: date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY.-THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: '' BY: Fire Chief --- ------- --------------- --------- Public Works v � -.-- Planning Director - ------ ---- --- - ---- - ---- - Building Inspector 001634 Ct'tY OFATL "•'' .. IA' ti ---------- BRACH r.. .. .rRW j7RT{ �!►CA I 1 Q*l TSA 32233 IPT x � Al '�'2,�i �»� ��F� r7 yi► ..aw,��r. '.�N.;+r�wr«9i � � �4�� .w.,,. JL XTX UCH f,'LORIVA 32233 owt *04 � "^'t+Y '/&'ryFY{ +tijV dYe'hv�IM 1�,IM"IP`aY{ "' M1' Y ipk �Jc. +tl4 NK dN Ait �41 '" " ' ", fly OV 00 " r mw {dOTE9:` �JOTIC ALLl � [ ►# 1CtD1D7'iNCtM Bit1'NCT �:E3F�RE-PQM MJ two rttary TeR DAtt'OF' �w � # A THIS,W 11 ALlS7 Nt l 1 � : D IN PUBLIC SPACE,ASND MUST SS s � wT OVV M'E�+t 1 �t �.r tu LIT CP' r jssUD A �j ► FART o PHIS-PERMIT:AND suB;trD 1/IOLAIION #SIQ '��A `ATLA14TJC,BEACH BUI f7 l f3 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL.IfV NU ER IMPORTAN Applicant to complete all items in sections I, 11, III, and IV. LOCATION Street Addrs OF Intersecting Streets: Between And BUILDING Subdivision 11.-IDENTIFICATION — To be completed by all applicants: In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical Contractors Contractor(Print) CheA Id L AlL Master Nene of Property Owner Signature of Owner Signature of or Authorised Agent –LAB ,�- Architect or Engineer OMMAL" `IN TION A, TWO of hooting fwl. B. IS OTHER CONSTRUCTION BEING DONE ft — Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Control Utility IF YES, GIVE NUMBER OF CONSTRUCTION O PERMIT /0 (J Otlsar— Specify IV. WICKANICAL 291111►MINT TO RE INSTALLED ATURE OF WORk (Pr VWO complete list of compoaoets on back of Phis forst) Residential or ❑ Commercial Neat ❑ Space ❑ RecoaW A Control O PAW New Building Air Condrfioning: ❑ Room control Existing`Building Duct System: materia Thick•... F Replacement of existing system Maximum capacity 42 ?low E.f.m. 'New installation(No system previously insto.fled) 0 Rokigorotion Extension or add-onto existing system 0 Cooling towor: Capacity g•Pan. ❑ Other Specify 0 Fite sprinklers: Number of hoar 0 Bevotar ❑ Mo4ft ❑ Escolstor_.._.__!(number) THIS SPACE POR OFFICE USE ONLY C3 6swhoo,pumps (number) (Reaiwsl} Q;. (number) Remarks (3 1%costo .+.. (number) 0 Usfir"PROW*vopN Permit Approved by Does 00W — Specify Permit F.. a r.+ NUM PMENT COAND REFRIGERATION EQUIPMENT NUMW Vats DMCslptlon ![odot Nt>an lNt K"Ututtll a! CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION ICOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE. X19 ilpl 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. -BILL THOMPSON ELECTRIC GO., INC. P. 0. BOX 50398 2d'-E(9Q) --4A@K6@0IV166k 1-r ELECTRICAL FIRM: MASTER ELECTRICIAN NATURE JOURNEYMAN NAMEWel NlAfW& (-' DRESS: 12,52 �► ad- OAR. RFD BOX BLDG.SIZE BETWEEN: RES.Ml APT.( ! COMM.( PUBLIC( ► INDUS.( ► NEW( ! OLD ( ! REW. ( ) ADDITION I ) TRAILER ( TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW(y INCREASE( ! REPAIR ( 1 FEE CONDUCTOR SIZE 4-10 AMPS 3 COPPER f ALUM. 1 � V© SWITCH OR BREAKER ZbC3 AMPS t PH VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31-100 AMP&. SWITCHES INCANDESCENT FLUORESCENT&M.V. f1XEL! 0.100 AMPS. " .OVER APPUANCEs 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. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS Tnw�c.�nsursi+. --- t ; 001437 DEPARTMENT OF SUILDING CITY OF ATLANTIC BEACH -� PERMIT INFORMATION - ...��.�,.... ' L.00A'I"IOR INFORMATION + ar I t Humbert,x �E 7 Address i p >�# � BEACH AVENUEATLANTIC $EACH, FLaOI�IUA 32233 7 11� r t 'I"�rF x F'L.Ii1lL#$NE34 LEGAL DESCRIPTION _ Class of . Work NEW Lott � _ 1�1 km Section I Constr. Type R/:A Proposed Us* 0114 LVPAM:ILY Plat It3osak Pagex C► SubdIv ,o Toni 0�t ingot x O + d> x INFORMATION IICx>r~a + eal V1 xO Ofd . I pr v. Cost, 1*0.'0�t � I!IxIE�►ex MARKIICIIIELa`EI.t. T Add rens i 1852 REACH AVENUE ATLANTIC BEACH, FLORIDA 322*33 „L. 019W LINES AND FIXTURES , cal CAT-TOM FEES s RATER IMPACT FEE OO 1 "r FEE s �0' a m it I 14, 40. RADON7AS H, R. S• }�{ j 0 RA>viON GAS � Syr $0. 0 "! Z7d :.£ ,.,:, ��.. .,. SEWERWATER TAP �`AP .,� .. *0-.f30' . ' HYDRAULIC SHARE RE-IN'"PscT FEE: so. 60 LNCL ( NOT S: . i: .u' TL s65.1 c T a I A I s06 . I- r 11 jj NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBI'SHz AND DEBRIS FROM THIS WORK MUST NOT BE PLACEDIN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAUL'ED`AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH TME MECHANICS' LIEN LAW CAN RESULT IN 7HE PROPERTY'OWNfR PAYING TWICE 1=OR BUILDING IMPROVEMENTS." ISSUEQ ACCOR6ING TO,APPROVEQ PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE0i46YISION$OF LAW. j. ATLANTIC E N BUILDING DEPARTMENT r. By; { :. 7 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATIONVC 1ta PLUMBING CONTRACTOR J� 1Ll 0 1?j t Pct4jtt'r?/l�! LICENSE ,NUMBERS OWNER- BUILDING CONTRACTOR Jt t Ai1wC2(;C1ztC�, TYPE OF BUILDING SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS I DISHWASHERS URINALS ' DISPOSALS `CLOSETS WASHING MACHINE FLOOR DRAINS OTHER y-rV Ir� TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. t DEPARTMENT OF BUILDING * CITY OF ATLANTIC BEACH l 7111 PERMIT LT IF'C11 MATZO N . _w -� LOCATION INFORMATION P,,wiwl't "u: bwx 1S O+t~1 Adc#r 601 1052 'BEACH AVENUE Pt. TF+ tSLtNG ATLANTICBEACH, PLORII7�A � C1 W rNE+ri LEGAL Cea a t 'I«'yrp WS D F'I A S a: ' Lot% 4 Rlock a B t:Lon s 9 R Fr e d i1 " 'TWO, FAMILY (ATT) Plot Books" Pages 0 " t »arall'ingat'k I , cod*'a' ,- Subd vism4on a OCEAN GROVE . t EmVela a *1881.92 OWNER INFORMATION a I in *0. 00 Havaes MARK KREDELL ► a *1881. Addx oaza 1055 BEACH AVENUE � ,m t O.OQ ATLANTIC BEAC I� ?r L.C1RI-DA 32 Phone: (904)22- 6-1107 x 7 API�L� CA1"Ii3N 'FEE iRrtiIT 0295. 75 , WATER AC'T" FEE .OLt oiida 322 RADON CAS H. R.B. $15 _7! ,A �C • 77 J$ #9Zr,9 T6 RADON SAO 59 'WATER TAP'. t� A /W.4S I � � � , t . ._ INS EEC "1 AF+ ° _ tq nYA HYDRAULIC .ii.X+C SHARiIw tkr RE--INSPECT FEE *0"o,. i, t ! ENGINEERING .00 41041 �4 0 " 'NOTES.: e I r NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE € S.UILbING 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. F ;`FAILURE lo- COMPLY WITH THE MECHANICS' LIEN LAW CAN'RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILdINGIMPROVEMENTS." ,'ISSUED ACCORDING TO APPRO-V>E"D PLANS WHICH RRlr PART OF THIS PERMIT AND'SUBJECT TO"REVOCATION'FOR— � VIOLATION OF APPLICABLE.PROVISIONS OF LAW.. * v 4 AILANTIC AC _SUILDINGDEPARTMENT' a a r '"we.!bS&wi�'&N:tzw`t.s..s a.nsn. uedrL4`_vs9ntA,.': <E#aa.+ .. • DEPARTMENT OF-H11iLt1NCi CITY OF ATL.AI I"S.G$S~ACK 'LOCATION INFORMATION cfdi,*wm t 1850 BEACH AYSa.S+lU 1 ' ;ypw,t S U SwDI C# ;ATLANTIC BCAOH, FLORIDA 32233 ------ --- LEGAL. SCRIPT ON ---------- Coo t W rc S ISAME; Lots 4 Block ISections 9 TW �° FAKIL�t t,AT'C Pleat 86,cik� F�G�+x 43 L4r�t ili t his Cr iiia Ct 3ubd*vi*;Wn OCSe.Aili GROVE I tm `. �1'.xll1 44; + "35. 40 � � . � ��..� �-� OWNER INFORMATION ---------- '00. __----_--;00. Off`! . Raw&s MARK' SKRECMS i.L 0188I 0,92 llkt>drowa L 1850 BEACH ACH AVENUE Ow 00 A'TLAA"TIC BEACH, FLaRIDA 32233 3 m w .IC�ATIO FSE0WATER .. y 411 1# 1 � . w ��" �PER 0 �' .vim T'','^ � .r 0 J RAOOR GAS H..N . x 0 774 ,4l CS~t TfkApOx GAS APO• SEVER TAPv � t HYDRAULIC SNARE *0.00 t - I NPT #. 0th., F � gNOI1 �I #O 40 S HOTS=&. r `NOTICE--A1.LCONCRETFROAMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING M"Al EF;'IAL .RIlBBISN ANT DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE 4LEARe UP ANb HAULED A, BY EITHER Gt�NTRAGTOR OR OWNER. FAtLU E TIS C i PLY '1 / TH 7H MECHANICS' LIEN LA , CAN RESULT ifs THS RDPER" ' ' !' t R; ► INCA TWICE OR BUILDING IMPRt'��t 1Vf N'tv " x UEt ACCORDING TO APPROVED PLANS*WHICH ARE'PART OF.THIS PERMIT AND SUBJECT TO REVOCATION FOR ; 3LA IO I OF API ,ICA13 PAbvISlObrt 01r LAW, ' STI ANTIC BEACSI I UILt3ING DEPARTMi�NT k ;, CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT M A dL t C y N i`t1 c a'1 Owner MAR k T k2gj)4 L Address l q s ' &-e�Lr q V zip3 2 233 Phone,3 6Ilo 7 Architectrn V�0k,T kg,i,�Et.` Address if 56 S3c• 3.9x R zip, 22 v`�_Phone 3 r611c)7 Contractorf e,r ddres s�,2 G 7 Al'`�' (r- A zip-32A50 Phone 3? Contractor's License Number CR C 03 4 6 - Co on File 3 Expiration Date 0- Copy Lot �� _Block or Section # Subdivision Zx,NSK,P 2 Sa4.yr* Zoning_r /"/ Street / 74 S7KE-CT Between g , and ooF/*- L 4 side Soc.., t(I Valuation $ 14 Q,c)o o Type of Construction ,`, -roc,,,m (-f F-.S Purpose of Building 7CLup (f-cm E S Number of Units _2._ Fireplaces 2- Utility Service: Water Cc TZ Sewer C-, f'j If the City if providing water or sewer service, do we need to make taps? y S Dimensions: Building y 9'X 3© Lot fS g,X ,S& Size Footings 10'X,20 " Sz. Piers ^-Sz. Sills Greatest Span Sills Sz. Ceiling.Joists Distance on Centers Greatest Span Sz. Floor Joists FhY u5S Distance on Centers 2 ' Greatest Span a * r Sz. Rafters fh �h�S Distance on Centers_ ' Greatest Span 30 Method of Heating eq Solid-Filled Ground Roof f:64e,- ( Flood Zone If located within a FLOOD HAZARD corlplete page 2 SUBMIT: Two complete sets of plans, including a detailed site plan; Florida Energy Efficiency Code Sheets Recent Survey f Inspections Required: 1. When steel is in place and ready to pour footings. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. 4. When framing, mechanical, plumbing, electrical, fireplace, is completed and ready to cover up. 5. Final inspection. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB. Rear Lot Line In case of rejection, reinspection MUST be called for after Zo corrections are made. In consideration of permit given for doing the work as described in the above statement, we r w hereby agree to perform said work in accordance ro witli the attached plans and specifications, which are a part hereof, and in accordance rt rt with the building regulations of Atlantic Beach. Signature Owner Signature Contractor �/ r Zc kront Line ,r s FLOODPLAIN DEVELOPMENT INFORMATION Type of Development 1()u. M (�oM rc S New Building Alterations to Existing Building Flood Zone`, Required Floor Elevation 13 f Agoy,i SZ/.- LFuav (-- Actual (as built)Lowes t Floor Elevation / , / e4 tecv,-cc If located within a flood hazard zone (zone A) ' a survey must be made after the slab has been poured, certifying that the "lowest floor e evati.on is equal to or above the base flood elevation established for that zone. No Final Inspection will be made and No Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS Applicant acknowledgement : Z understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances effecting the proposed developemnt. Date� Applicant s Signature �J/ _ ------------------------------------------------------------------------ Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative APPLICATION FOR WATER METER DATE:_ CONTRACTOR:_ %02k�- ----------------------------- BILLING ADDRESS s__,, , 72 _': � _ _ — --------- SERVICE DDRE�S,S%J �^C 4 -� — -- — --------------..__ LOT: --te — --- l-_ —_ _ mac? e' = �`—'L_L__ ACCOUNT NUMBER s METER SIZES___ I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. s , CO TRAC^ R ---------- 4CIYOF ATLANTIC BEACH— APPLICATION FOR WATER AMD/OR SEWER TAP APPLICANT NAME -_ - - - -- ------------------------ MAILING ADDRESS % PHONE NUMBER-----_'x.7.,5---G7r 7 � DATE $ S ---------- SERVICE REQUESTED_-____-� SERVICE LOCATION / ff ------------------------------------------------ DATE SENT TO DATE RETURNED PUBLIC WORKS__ TO BUILD. DPT-------- DATE ______DATE OWNER NOTIFIED inverse condemnation, including cost and attorney fees if deprived of the beneficial use of this property. It is my opinion that a single-family dwelling may be constructed on Parcel A and B provided minimum yard requirements for substandard lots are maintained. The Code of Ordinances requires the same minimum yard requirements for all lots or parcels of land. It is further my opinion if Parcel A and B are combined into one building site, a Townhouse of two (a) single family dwellings separated by a space of not more than one (1) inch could be constructed, provided minimum :and rc*-rnii rc-Ynonts are met. The Code of Ordinances requires that substandard lots of record not meeting the area requirements of not less than fifty (50) feet in width and one hundred (100) feet in depth and not less than five thousand (5,000) square feet shall not be built on unless relief is obtained from the Community. Development Board. 1Therefore, in order to construct a two-family dwelling, Community Development Board must _arant_ relief from these area req�quirements. If succi relief is granted you would be authorized to issue permit for two-family dwelling provided minimum yard requirements are met. Sinc-exely yours, laude L. Mullis City Attorney CIM/aj cc; Richard C. Fellows 3