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Permit 805 Bonita Rd J CITY OF ATLANTIC BEACH 800 SEM HOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026407 Date 8/08/03 Property Address . . . . . . 805 BONITA RD Tenant nbr, name . . . . . . REPLACE ROOF, Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2500 Owner Contractor ------------------------ ------------------------ MELTON, JOHNNY ALLBEIT UNLIMITED ROOFING 805 BONITA ROAD 961 SUPERIOR RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32258 (904) 249-4525 (904) 294-2378 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 8/08/03 Valuation . . . . 2500 Fee summary Charged Paid Credited Due ---------------- - ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PER�XIT .-CALCULATION. SEEET Address Date Heated Square Factage @ Der sq ft .._ $ Garage/Shed $ Der .sq ft = .$ Carport/Porch '•' per sq ft .= $ Deck Der sq ft = $ .Patio Der : s g TOTAL VALUATION: S �`oa 3S TotVaIuati.on $ 3 7.st Remaining Value $ S per thousand or :Portion thereof Li iNZ (1{�\ � `.'fir 3 � '``� b- .<';.e �•r��'�� ;-�' "a .� " r^�,4 Atit /r. r. ,� �..� .,..+•,'. �/(� "'.rte ^` .+ `I'r` r ,;C :' Yk "` .° r t tq '' . i f '"FT h _ c xe d g 4 'bifir' "i t d f' fr ADDITIONAL PEP-HITS OR FEES : ,Mechanical Electric/New ..Plumhing Electric/Temp ;Swimmingpool Septic Tank • Surve; well-; Sign Finish Floor Elevation .Other CALCULATIONS and/or NOTES : a TIC CITY 800 SEMI OLCH E ROAD ATLANTIC BEACH,FLORIDA 32233-5445 s� TELEPHONE:(904)247-5800 ;:. FAX: (904)247-5805 a SUNCOM:852-5800 t�y http://ci.atlantic-beach.fl.us `C PLAN REVIEW COMMENTS Permit Application # c3-- 2t;q0 Applicant: Ai l be, f U n 1 t.,, ; Jr c4 ;,no rr n c. Address: 'C,S 8&n tilee �ZcJ Project: Your application is approved e.--Your permit a nbn reviewe atd the roiio�w-i-n-g- items eed tenti LA, S (SC- r-t i 1f 7 ti — __.________s Please re-submit your application when these items have been completed. Reviewed by Signed Dat Contractor Notified Date CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION' Date: U Job Address: �S o.t/i�,�{ ✓t�D�t 7> Owner of Property: Address: 970 S //,` Telephone: Contractor: &A791. A"6 1ee�1;1__Xf1X o?-'�d State License Number: Contractor's Address: f,340 e4f.,D z s G Telephone:( 2:�)-O 2 fel-- 23 9'&P Fax: 6f-T- 62 75/ Scope of Work: %�.e Deck Slope: Greater than 2:12 Less than 2:12 Valuation of work: ,Z SGS Product Name(Example: Timberline): �'�' Manufacturer(Example: GAF): ASTM Designation(s): Required Inspections: S ng and Final o Signature of Owner: Date: d 3 Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed before me this J day of ,20al. State of Florida,County of Duval Notary's Signature. VICTORIA LYNNETTE SHEALEY Notary Public,State of Florida ❑ Personally known My comm.expires Oct.16,2005 ❑ roduced identification Comm.No.DD 059358 Type of identification produce , AS TO CONTRACTOR: . s, Sworn to and subscribed before me this C50 day of '20( - State of Florida,County of Duval _ VICTORIA LYNNETTE SHEALEY Notary's Signature: Notary Public,State of Florida personally known My comm.expires Oct. 16,2008 ❑ Produced identification Comm.No.DO 059358 Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 2/21/03 U.S. Intec® WrorldlorSe'-- APP 160 Granule Technical Data Sheet PRODUCT:WorkHorse'-APP 160 Granule, APP Modified Bitumen Roof Membrane DESCRIPTION: WorkHorse"-APP 160 Granule is a durable, modified bitumen roof membrane designed and manufactured to meet the toughest industry and code requirements. WorkHorseT%APP 160 Granule is designed for use as a cap membrane in modified bitumen and built-up roof systems. WorkHorse'"- APP 160 Granule is manufactured with a strong, yet accommodating non-woven polyester mat which is saturated and coated with Atactic Polypropylene (APP) modified asphalt and surfaced with mineral gran- ules.Technical and Sales information can be obtained through the U.S. Intec Technical Services Hotline, (800) 624-6832. APPLICATION: WorkHorse'-APP 160 Granule is applied using heat welding techniques. APPROVALS: U.S. Intec products are listed or approved by the following agencies or code bodies: Underwriters Laboratories (UL), and cUL (Canada); Factory Mutual (FM); Int'I Council Bldg. Officials (ICBO);Southern Bldg. Code Congress Int'I (SBCCI); Miami Dade, FL.Contact U.S. Intec for applicable codes, government and insurance approvals. PRODUCT DATA: WorkHorse'-APP 160 Granule (typical) Weight . . . . . . . . . . . . 102 Ib/roll (46 kg/roll) Roll Dimensions . . . . . 393/8"x 327 (1 m x 10 m) Thickness . . . . . . . . . . 4 mm (160 mils) ASTM Designation . . . D6222,Type I, Grade G PROPERTY (ASTM D 5147) TEST METHOD TEST RESULTS Tensile Strength, 0°F, (MD/XD) ASTM D 5147 100 Ibf/in (17.5 kN/m) Elongation (Max. load), 0°F, (MD/XD) ASTM D 5147 60% Tear Strength, (MD/XD) ASTM D 5147 115 Ibf(511 N) Low Temperature Flexibility ASTM D 5147 15°F (-9.4°C) Dimensional Stability ASTM D 5147 <0.5% Compound Stability ASTM D 5147 250°F (121°C) Granule Embedment ASTM D 5147 <2.0 g Data reported based on available independent and in-house resources. U.S. Intec reserves the right to change or modify, at its discretion, and without prior notice, any of the information, requirements, specifi- cations or policies contained in this document. i�rrAFc� �� � 1361 Alps Road Wayne, NJ 07470 Technical t-Potline (800) 624-6832 internet: www.usintec.com - email address: supportc usintec.com TM WORKHORSE Modified Bitumen Roofing `su erior workHorseT"" APP — Nailable , End Lap Nailable Deck Ultra Base Sheet Perr�ormance. Shealhing Paper (if required) Workhorse'" 2"Lap, APP Membrane- areat/DrioeV Torch Applied Al .. .. ........"Lap6"End LapEnd Laps Staggered 18"Apan(min. Surfacing (if applicable) GENERAL Product Specifications Safety: See back cover. DO NOT BEGIN INSTALLATION WorkHorse'APP 160 Smooth UNTIL THIS INFORMATION IS READ, UNDERSTOOD AND •Roll Size . . . . . . . . . . . . . .Approx. 1 Square IMPLEMENTED. •Product Thickness . . . . . . . .Approx.4 mm MATERIALS •Roll Weight . . . . . . . . . . . .Approx.88 lbs. Material Requirements per 100 sq.ft.: WorkHorse Ultra Base Sheet . . . . . . .1 ply WorkHorse"APP 160 Granule White WorkHorse APP Membrane . . . . . . .1 ply i. •Roll Size . . . . . . . . . . . . . .Approx. 1 Square Surfacing (if applicable) •Product Thickness . . . . . . . .Approx.4 mm APPLICATION •Roll Weight . . . . . . . . . . . .Approx.102 lbs. Base Sheet: Mechanically fasten one ply of base sheet over the deck.Lap sheets 2"(5 cm)on side laps and 4"(10 cm)on end laps.The first WorkHorse APP 1. . Granule Tan of fasteners(on the seam)will be 11h" (3.8 cm)from the leading •Roll Size . .Thickness . . . . . . . .Approx. 1 Square on 9" (23 cm)centers. Locate the second row of fasteners 14"(3 •Product Thickness . . . . . . . .Approx.4 2 t from the leading edge and on 18" (46 cm)centers.The third row of •Roll Weight . . . . . . . . . . . .Approx.1021bs. fasteners should be 26" (66 cm)from the leading edge on 18" (46 cm) WorkHorse'APP 160 Granule Black centers.The spacing for the second and third rows should be staggered. •Roll Size Approx. 1 Square WorkHorse Membrane:Heat weld WorkHorse Membrane over the base •Product Thickness . . . . . . . .Approx.4 mm sheet. Starting at the low point of the roof surface,set the roll in the •Roll Weight Approx. 102 lbs. course to be followed and unroll half the roll where practical. Position the membrane to provide a minimum of 3"(8 cm)side laps and a 6"(15 cm) WorkHorse'Ultra Base Sheet end lap.Using the torch,apply the flame to the surface of the coiled portion of the roll until the surface reaches the proper application •Roll Size Per Roll . . . . . . . .Approx.3 Sq x 97.5" temperature(approximately 350°F).The side lap and end lap areas of the •Coverage Per Roll . . . . . . . .Approx.3 Squares previously applied sheet must also be heated to provide proper adhesion. •Roll Weight . . . . . . . . . . . .Approx. 70 lbs. (32 kg) The flame should be moved from side to side and up the side lap area of WorkHorse"SBS 160 White the previously applied sheet. Unroll the membrane while pressing onto Granule Surfaced Modified Bitumen Membrane the underlying surface. BE SURE that the surface of the roll is heated •Roll Size Approx. 1 Square(9.3 ml) sufficiently so that it develops a sheen and the texture-backed products •Product Thickness . . . . . . . .Approx.0.16"(4 mm) lose their sharp definition.The presence of heavy smoke means that the •Roll Weight Approx. 97 lbs. (46 kg) surface is being overheated.When this half of the roll is secure,reroll the other half of the roll and heat weld in place jq the same manner.Field WorkHorse"SBS 160 Black seams should not be troweled. Granule Surfaced Modified Bitumen Membrane •At the 6"(15 cm) minimum end laps,sufficient heat must be applied to •Roll Size Approx.1 Square(9.3 ml) the granule surfaced WorkHorse Membranes to cause the granules to sink •Product Thickness . . . . . . . .Approx. 0.16" (4 mm) into the top surface coating to assure a receptive surface for bonding to •Roll Weighs ' ' ' ' ' ' ' ' ' ' 'Approx.97 lbs.(46 k) the overlapping next roll of WorkHorse Membrane. •Occasionally,a roll of WorkHorse Membrane will contain a splice that WorkHorse"SBS 160 Tan was fabricated as part of the manufacturing process.These splices are Granule Surfaced Modified Bitumen Membrane marked.Cut out all splices,and treat as an end lap area. •.Roll Size . . . . . . . . . . . . . .Approx.1 Square(9.3 m') Note: Torch applied WorkHorse Membranes must not be installed with •Product Thickness . . . . . . . . Approx. 0.16" (4 mm) asphalt nor should they be used in conjunction with roofing cements. •Roll Weight Approx. 97 lbs. (46 k) Surfacing:Coatings are required for smooth surfaced torch applies WorkHorse Membrane installations to be guaranteed for 12 years. Aluminum Roof Coating within 1 -4 weeks.Surfacing must be reapp,. as part of a periodic maintenance program.The frequency may vary depending on climatic conditions. CITY OF Aortic Ve d - 94ud4 800 SEMINOLE ROAD -- ---- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 September 6, 1991 Chief David Thompson Atlantic Beach Police Department 860 Seminole Road Atlantic Beach, FL 32233 Re: Junk Automobiles Dear Chief Thompson: Please have the following junk automobiles towed : 162 Belvedere - 1979 Mercury Cougar - FL FUI-883 VIN*F9H93F6960283 805 Bonita - 1977 Brown Ford LTD - FL FMX-19W Sincerely, Don C. Ford Code Enforcement Officer DCF/pah cc: City Manager CITY OF ATLANTIC BEACH fs I j 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 J W INSPECTION PHONE LINE 247-5826 Application Number 03-00026414 Date 7/02/03 Property Address . . . . . . 805 BONITA RD Tenant nbr, name . . . . . . REPL WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1440 Owner Contractor ------------------------ ------------------------ BROWN, EMMALENE NEFBA BUILDERS CARE 805 BONITA ROAD 103 CENTURY 21 DRIVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 249-4525 (904) 727-3443 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1440 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 CITY OF ATLANTIC BEACH .:� 800 SEMINOLE ROAD " ATLANTIC BEACH,FLORIDA 32233-5445 �s TELEPHONE: (904)247-5800 1 FAX: (904)247-5805 + SUNCOM: 852-5800 4,. Wn http://ci.atlantic-beach.fl.us ck, -PLAN REVIEW COMMENTS Permit Application # 03 - ZtpL4 i �{- Applicant- C. FBA &I L_Qg::R,:5 Gc�'R e7 Address: Project: 1?�_ L U,-) t.,"Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by ba ? - , Signed Date Contractor Notified Date Jur-* 24 03 03: 32p Information Systems 247-5845 p. 1 s� s CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS AND GARAGE DOORS OF SINGLE—FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION Date: K-so, ©3 Job Address: P0 -j' _J6(w,'1—A9 Owner's Name: J5_19 MA L 46/U4a 49wo".1; 2 ` SZS Address: .30-7?7 !� Phone: Legal Description: /Block Number: Lot Number: Zoning District: /V�,� Contractor: ,,s'-- &6/4OL6&4IW£_State License Number: C C� Address: /D 3 6F/W�1, y���U& 56117 Phone: City: State: Zip: Fax: Describe proposed use and work to be done: 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. Building Data: Mean Roof Height 10 (ft) Building Width `> ! (ft) Building Length (ft) Roof Slope *Window Elevation from Grade (ft) Window Height (ft) Window Width (ft) Measurement from corner of building to window (ft) S ® . s k 0 a S S Y 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page I Rcviscd 1/27/03 Jun, 24 03 03: 32p Information Systems 247-5845 p. 2 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Elevation View of Window Locations I hereby certify that al 'nformation provided with this application is correct. Signature of Owner. Imo: 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,includi"gthe governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upoptht above information being true and correct and ttW the plansandsupporting data have been or shall be provided as required Signature of Contractor: /� Date: � ? Address and contact ,,information off person to receive all correspondence regarding this application (please print). Name: _1dc�1/ D/J 11 Mailing Address: 03 clic- IWX K 2 pk. ,E /047 J Telephone: �'7014 .2-/!Y- /{07hax: 7Z-:2- 3 rS� E-Mail: S - OR G AS TO OWNER: Sworn to and subscribed before me this day ofd t.! n L ,20 O State of Florida, County of Duval Notary's Si nature: Personally known MY' ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 1l'!1 ,20C State of Florida,County of Duval _ O kicu t t'cA[ZYSI;AI, Notary's Signature: CHRIS SIMONS N1OTARYP'UBUCSPATHOF Personally known COMMISSION NO.DD041161 MYCOMMMIONIXP. YID ❑ Produced identification Type of identification produced 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 . http://www.ci.adantic-beach.fl.us Page 2 Revised 127/03 ®� „ NATIONAL CERTIFIED TESTING LABORATORIES ® 1464 GEMINI BOULEVARD• ORLANDO, FLORIDA 32837 ® ® PHONE: (407)246-1358• FAX (407)240-8882 STR UCT URAL PERFORMANCE TEST REPORT A P P R O V E D Report No: NCTL-210-2764-2 CITY of �p"iTI B EACH Test Date: 02118102 Report Date: 02/22/02 ►JUL Q 2 2043, Client: Kbico, Ltd. P. O. Box 6398 By: Jacksonville, FL 32236 Test Specimen:Kinco, Ltd. 's, Series 'M 2/3 C" Type OXX Aluminum Sliding Glass Door (SGD-R30) Test Specification: AAMA/AIT;VWDA 1011].S.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a three�('3)panel OXX aluminum sliding glass door meo.surine7 109 518" wide by 96"high overall. The fixed panel, measured 37 112"wide by 95"high. The two moving panels measured 36 314"wide by 95"high. The frame and panel members were not therinally broken. The two active panels were fitted with die cast latches located 42"from floor line to centerline of latch. The frame was butt type corners not screwed together. The panels were screwed together with one (1) (#10 x 518')pan head SMS at each top corner and one 114"x 3/8" truss head MSat each bottom. corner. Each panel had a plastic guide fastened to the top rail 1 3/4"from each end, with one (1) (# 8 x 1 1/2)pan head SMS. Each operating panel had 1-1/2" dia.rneter steel wheel in a stamped steel housing located at each end of the bottom rails. Glazing:All panels were marine glazed with a wrap around vinyl channel. Glass has 7/16" glazing bite, using 3/16"x 34"x 92"tempered glass. All panels hada daylight opening of 33- 1/8"x 91-118". Weatherseals: The top and bottom rail of all panels used two (2)strips of center fin polypile weatherstrip measuring(0.550') high.. Two (2)strips of center/in polypile weatherstrip measuring (0,170') high were used at the astragal stile. One (1) strip of center fin polypile weatherstrip measuring (0.210') high was used in each interlock stile. One (1) 0.450"high. x 1-1/2"long strip of polypile weatherstrip was located at the top of each, interlock stile. Installation : Unit was tested in a 2 x 10 test buck with a 1 x 6 pt. buck strip.,H.ad was installed with a double row of(# 10 x I") SMS. Location from left, 6"- 25 `r2=- 5"-6'4-5%8"-84 118"& 103 518". Sill was installed with a single row of(#10 x I")pan h�j. :91WS.--ar_ation from left same as head. Jambs were installed with a double row of(#IO x 1' SM8.,$bcation.from s'I end. 5 7/8"•38 114"& 90 1181f. = PROFESSIONALS IN THE SCIENCE OF TESTING f) kilico, Ltd. 2 NCTL-210-2768-2 Weeps: The sill track was notched with a. .l-7/8"x leg height weep through the screen and panel `.. retainer legs at both ends of the sill trach and from left to right at the following measurements 34- 118"x 4- 1/8"x 37-318". Interior R Exterior Surface Finish: White painted aluminum. Sealant: The lower master frame corners were sealed with a narrow joint seam sealer. Insect Screen:A 1618 fiberglass mesh 17isect screen measuring 37"ruide by 95-114"high was used. TEST RESULTS Pa.r. No. Title of Test & Method Measured Allowed 2.2.1.6.1 Operating Force Right Panel Open 12 lbf 30lbf In Motion 8 lbf 20 lbf Center Panel Open 14 lbf 30 lbf In Motion 10 lbf 20 lbf 2.2.1.6.2 Deglazi71g-ASTME987 Actiue Sash Top Rail (50 lbf) 4.0 % (0.020') <100% Bottom Rail (50 lbf) 2.0 % (0.012') <100% (( Jamb Stile (70 lbf) 3.0 % (0.016') <100% 4 Meeting Stile (70 lbl) 0.0 % (0.000') <100% 2.1.2 Air Infiltration . ASTM E283 1.57 psf(25 mph) 0.26 cfm/ft2 0.30 cf nIft2 2.1.3 * Water Resistance -ASTM E54 71E331 5.0 gph/ft2 WTP= 6.0 psf No Leakage No Leakage 2.1.4.2 ** Uniform Load Structural - ASTM E330 Astragal Permanent Set 45.0 psf Exterior 0.103" 0.380" 45.0 psf Interior 0.165" 0.380" Interlock Permanent Set 45.0 psf Exterior 0.098" 0.380" 45.0 psf Interior 0.287' 0.380" 2.1.8 Forced Entry Resistance - ASTM F842-97 Grade 10 (See Appendix A for test results) Meets As Stated * Tested with and without screen. No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 02/18102 P �� vv iKinco, Ltd. 3 NCTL-210-2768-2 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of AAMA/ NWWDA 101lLS.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 (SGD- LC30)(109 x 96)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 certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES DANIEL CONYERS Laboratory Manager ori. ° —LNr+L�L � U• . .LJrv4 3/16- BUCK ANCHOR OPENING Br 01 NCRS nln. CMBCUKnT U BUCK BY HH WOOD DIA CONCRETE 1-)i8' SCREW ANCHOR -IN AS RED'D. / , I- ••'!n A• �`V 1 CNH s BCIW [ WOOD 8011 �7Ir /1 LDVw BI[ SHIN UMIN lU BL li• USL >rn BY OTHERS MASONR♦ OPC KING Br UYIIC RS LOwD TWO Br WOOD 2) ODOR MwTCRIAL ALWlwl ALLOY 6061. L r BEARING SHIN ( XPC )) •0 IC CV 1NS1ALLA1 TON ANCHORS nasi K Of SUff)C ICNI LCS IL ACHIEVE NIM CNK pI[HI CNTBC DNC r+N �— INS I ACLATIDN ANCHOR Q 1-IYR' INtO TWO BY E. BUCK CPK:RC TC SCRCV wnCHORi AT TILL MUST K[1f IIKfICICHI I r10 SCRCV <1 11 INSIALLATION ANCHOR CwVLK BETWEEN NASDNRi 1 LENGTH t0 KHIC VC NIN.CNK bCNt OI 1-1i�- INtO Hn:ONRY M CON[RC iC, e10 SCRCV rlrP) �0 CNING 6 WOOD BUCK 1 MAX ALLOWABLE SPACING ICTVCCM ND SCREW ANCHORS ANO CDHCREIE ICRC.A NDAYS 10 BC 21' SHIM AS R(O"D Br pIH[RS OC NAx. V/ LOAD 51 tC LA1(I CALAK OR CWIVALCN! FOR PERIMETER SEAL AROUND EXTERIOR Of DOOR 11 ` Olk WOOD BUCK ANCHOR 6) IF EXACY DOOR SIZE IS NOT LISTED IN ANCHOR CHARY,USE ANCHOR OUANT111 LISTCO.11. EXt BEARING SHIM SLIDING GLASS 7/16' DIA, CONCRC IC LARGER SIIC.FOR TIC APPROPRIAIC DC SIGN PRCSSURC RCD'D. DOOR FRANC SCREW ANCHOR BY OTHERS 71 FOR POCKET DOOR SIZES USC CLOSEST IT PASS DOOR SII( L COKIGLNATION TO FINISH OPENING. JAHC PLACE CONCRETE SCREW ANCHORS IN FRONT 01 HODK STRIP AS SHOWN. B) GLASS THICKNESS HAY VARY PER REOUIREKNT%OF AS?N C13M GLASS CHARTS. IIAIGLC GLAZING IS SHOWN INSULATING GLASS IS ALSO OUALI1 IE D. 9) Jwj.SILL CORNERS AND ALL ANCHORS TIBIOOGH SILL ARE TO BE SCALED WITH A SMALL JOINT I-1 MIN SHIM SPACE 101 ALL A INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT IUTERIALS, EMBEDHENT IU )Or KL CCBFIGURATIONS LISTED ABOVE ARE SOWN 011 THIS DRAWING.HOWEVER INSTALLATION I 2' (TYP.) IEETIITM RI SECTION•)� / MOM STRIP DETAIL APPLY TO INS T ALL.ATIUV Of ALL COKIGIRAT IONS. FX XTFRIOR 12) KINCO SERIES MARK 2 SLIDING GLASS BOOR IS SHOWN. THIS PRINT ALSO APPLIES TO MARK J, TWO BY MURK 4 C MARK 3. WOOD BUCX BY OTHERS TEMPERED GLASS P.> [XT,FINISH INSTALLATION ANCHOR CHART BY OTHERS PERIMETER CAULK t-1/4• MtN N10 SCREWS 1" 3/16' DIA. CONCRETE N10 SCREWS P EA. PERIMETER ULA.K BY OTHERS EMOEDMENT - FRAME HEAD SCREW IN FRAME SILL JAMB L HOOK STRIP BY OTHERS CALL OVERALL SIZE SIZE UP TO 16 PSf 61 Pif UP TO 46 PSf 61 PSf TO 16 PSf 61 PSf TO 70 T❑ TO TO TO EXT. FINISH P F 60 PSF 70 PSP p F 60 PSF 70 PSf p f 60 PSf 70 PSf BY OTHERS 5066 X0, OX. XX 60-11/16 K 80 3 3 3 3 3 3 3 6 6 SLIDING GLASS 1/4. MAX 6068 x0, Ox, XX 72-11/16 K 80 A A 4 4 T 4 3 6 6 DOOR FRANC S.G.D. WIDTH — 13068 X0. ox. XX 96-11/16 K 80 3 3 6 5 5 5 3 6 6 HEAD 11UILDI PLAN$fXA INER SHIM SPACE 0068 XD % %% 120-11/16 K 6 6 7 RE OWED FOR 9068 Oxo 1 - / R 6 7 6 6 3 6 6 FX[[RIOR CODE COMPLIANCE SECTION 2 1206e Dxp us-s/e . so 7 9 to 7 7 9 3 6 6 13068 Oxo IBI-5/0 K 80 9 le 14 9 10 1 6 KEEP MW PLAN ON JOB 1 Xx . Xzxx - K 7 B 6 6 HEIGHT 12068 OXXO. z%%x IAA-11/16 K BO 7 9 10 7 7 8 3 6 6 16068 OXXO, XXXX 192-11/16 K 80 10 13 15 9 10 12 3 6 6 ✓ AIR 10 2002 20068 OXXO, XXXX 240-11/16 K 00 13 17 19 11 IA 16 3 6 6 5080 XD, Ox, XX 60-11/16 A 96 3 3 3 3 7 3 6 6 6 TEMPERED aQ t//q�'' 6060 XO, Ox, XX 72-0/16 K 96 A 4 4 4 4 4 6 6 6 GLASS (TYP.) B ild' g n ng Inspe,10 IV-J'EMBEONENTMIN. INSTALLATION ANCHOR BOBO x0. Ox, XX 96-11/16 . 96 5 5 6 5 3 5 6 6 6 $10 SCREW IDOQ0 XO. OX, X% 120-11/16 K 96 6 9 6 9000 0X0 109- /8 x 96 6 7 6 6 6 6 Examiner Sig tUre C ETVEEN 12080 Oxo 45-5/8 K 96 8 10 11 7 8 9 6 6 6 LiceHse No. RAME l 15080 DXD %181-5/0 K 10 1 9 )1 13 6 S7x1 L I xx xxxX / 9 6 6 12080 pXxO. KX1(x 140-11/16 K % 7 10 11 7 8 9 6 6 6 16060 Ox XO. XXX% 192-t1/16 K % it T4 17 9 t2 14 6 6 6 71/0 BY WOOD 20080 OzxO. xxxx 240-11/16 x 96 U 19 22 12 16 18 6 6 �—FRAME BY OTHERS SLIDING GLASS-- DOOR FRAME SILL SLIDING GLASS • DDDR HOOK STRIP 2 SHE BY ❑iHCRS • EMBEDMENT 1 1 1-1/4MIN. EXT. FINISH BT OTHERS EXTERIOR E SHOW EXTERIOR ELEVATION I(J SHAWN OXO DOOR N OXXO, XXXX DOOR SHOWN PERIMETER CAULK TEMPERED GLASS BY OTHERS SET ONCE IN BED (TYP.J HOOK STRiP DE7A1L KINCO LTD. or cpNcRETE OR CAULK JACKSONVILLE, FLORIDA INS7ALLATION ANCHOR SLIDING GLASS • DOOR FRAME / -•I. 3/16' DIA.COHERE TC DAME �• TITLE, By SCRCV ANCHOR (TYP,) OPENING OXING GLASS/ XO DOOR OXXO tO XXX IINSTALLATION DE AI CONCRETE OR MASONRY OPENING 2 CMOIKCR' MAMJEI MARTINEZ BR.6 BB 11^11 1214/01 BY OTHERS SECTION DISCIPLINE• CIVIL 7 EXTERIOR ELEVATION SCALE: N.T.S. °V6 MOkJAx007e DX, XO., XX.DOOR[ISHCIWN ft.REG NO 47182 R(W.LETTER, sctr. cc' 1 Of I MKIM(B F• CIIDBIICt L+FrtlCwlpl[ILNtIRI)16.K tf1 IKtIBM11uuL RKL Bull[CSI. KAINRD.).RAIBA ]B)N Aa Nt elf-MB Iy NC MI-)BN d > cc MIT Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah, FL 33012 Phone:305/819-7877 Fax 305/819-7998 e-mail:ftldade@aol.com www.ftl-inc.com APyRJVED (AT t w.LA,gTIC BEACH ..fit MING OFFICE Lab.Number 3079 April 30,2001 JUL Q 2. 2003 Report Number 13 �a� File Number 01-102 s '_'� Pagel of 3 By• A-4266 OFFICIAL TEST REPORT MANUFACTURER: Kinco Limited DESIGNATION: H-LC50*-53 X 63 ADDRESS: P.O.Box 6398 SPECIFICATIONS: ANSI/AAMA/NWWDA Jacksonville,Florida 32236 101/I.S.2'.-97 DESCRIPTION OF UNIT Model Designation: Series;M-40/50 I�';Alummum Siu a W nd6* Overall Size: 4'5"(53")by 5'3"(63")high by 2.000"deep Configuration: O/X b No.&Size of Vents: One extruded aluminum vent,4'2"(50')by 2'8 3/8"(32 3/8")high MATE%ft&L CHARACTERISTICS Frame Construction: Test unit has a flange type frame with butt joints and a white coated finish.Aluminum alloy is 6063-T5, except where indicated. Frame comers were fastened with two No. 8 by 5/8" pan head sheet metal screws. Fixed meeting rail was fastened at each end with one No.8 by 5/8"pan head-sheet metal screw. Frame sill has a 1.938" overall interior sill flange. Size of frame members are as follows: frame head 1.000" by 2.050"; frame sill (alloy-T6) 0.938" by 2.062" by 2.188"; frame jambs 1.188" by 2.000" by 1.938"; fixed meeting rail (ho;;ow extrusion, alloy-T- 6)1.550"by 2.100"by 1.064".Frame members are solid extrusions,except where indicated.Frame members have typical wall thicknesses of 0.062". Vent Construction: Vent has butt joints and a white coated finish Aluminum alloy is 6063-T6,except where indicated. Vent comers were fastened with one No.8 by 5/8"pan head sheet metal screw. Size of vent rails are as follows:top rail (hollow extrusion) 1.500"by 0.984"by 2.050";bottom rail 2.062"by 0.812"by 1.500"by 1.624";vent jamb rails(alloy- TS) 0.937" by 0.812" by 0.322". Vent rails are solid extrusions,except where indicated . Extrusions have typical wall thicknesses of 0.062". Glazing: Material:3/16"annealed glass Method: Unit is exterior glazed with 0.350"glazing penetration using a clear colored silicone and an aluminum rolled glazing bead. Daylight Opening:Clear opening of vent and fixed lite,48 1/4"by 28 3/8"high. Weatherstripping: uantity Description Location Single row pile with integral plastic fin at vent jamb rails on the exterior and vent top rail Single row vinyl flap at vent bottom rail Hardware: [taian f Description Location Two adjustable spring loaded plastic hook lock,with no I.D. at vent bottom rail,9"and 44"from left marks T Two spring and pulley balance,with ID.No.BSI 129 LE one at each frame jamb Two Elastic balance guides,with no I.D.marks one at each end of vent top rail THIS REPORT IS SUBMITTED FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM R Is ADDRESSED.ITS APPLICATION IS ONLY TO THE SAMPLE TESTED AND IS NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY SIMILAR OR IDENTICAL PRODUCTS.PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OR REGARDIN(.-_XA REPORTS.OR OF ANY OF OUR SEALS OR INSIGNIA WITHOUT OUR EXPRESS PERMISSION.IS PROHIBITED. ee«- x Lab.Number 3079 April 30,2001 k`{` Report Number 13 File Number 01-102 Page 2 of 3 A-4266 MATERIAL CHARACTERISTICS Hardware:(continued) uanli Description Location Four plastic face guide,with no I.D.marks two at each jamb rail of vent,3 '/"and 29" from bottom Two balance take out steel clip,with no I.D.marks one at each frame jamb,59"from bottom Weepholes: antity Description Location Two '/2"weep notch one at each end of screen retainer leg in frame sill Four 1 '/"w notch at screen retainer IsE in frame sill,3 Y2',21",28"and 45 W from left Muntins:None Mullions:None Reinforcement:None Sealants:Frame corners seams were sealed with a clear colored silicone. Pads:One 2"long adhesive back closed cell foam-gasket at each lower frame comer,total of two. Screen:Water resistance tests were conducted with and without fiberglass mesh screen installed. Unit Installation:Test unit installed in a 2 x 12 wood test buck with a I x 4 pressure treated buck strip.Frame installed with a single row of No.8 by 1 y"flat head sheet metal screws in frame head and frame jambs.Location of installation screws are as follows:frame hexad from the left,4" and 49";frame jambs from the bottom,2 3/4",28 1/4",34 114"and 60114". There were no installation fasteners used in frame sill. Product Markings:None OFFICIAL TEST RESULTS Paragraph Number Title of Test Measured Allowed SECTION 4,OPTIONAL PERFORMANCE CLASS: _ --'---4.3 --- Water Resistance-Test:(ASTM E547-96/E331=96) ___---- ---__--_—�-Pam- ---------- _- _-__ with and without screen,no leakage 7.50 psf(359 pa) 4.50(114)minimum 4.4.2 Uniform Structural Load Test: (ASTM E330-96) Passed Positive Load 90.0 psf(4309 pa) 45.0(1144)minimum Deflection Permanent Set Reading at frame jamb 0.195"(4.96 mm) 0.015"(0.38 mm) Reading at frame sill 0.310"(7.88 mm) 0.018"(0.46 mm) Reading at meeting rails 1.120"(28.48 mm) 0.057"(1.45 mm) 0.200(5.09)maximum Uniform Structural Load Test: (ASTM E330-96) Passed Negative Load 90.0 psf(4309 pa) 45.0(1144)minimum Reading at frame jamb 0.200"(5.09 mm) 0.014"(0:36 mut) Reading at frame sill 0.425"(10.81 mm) 0.017"(0.43.mm) Reading at meeting rails 1.098"(27.92 mm) 0.055"(1.40 mm) 0.200(5.09)maximum t;. y ru is rA + a wi ,>,,d '+�. a x s - .� .0 �.. ^r,M ,a•� N 17 41 Lab.Number 3079 April 30,2001 Report Number 13 File Number 01-102 Page 3 of 3 A-4266 a r A• continued: Note: At conclusion of above tests,there was no apparent damage to unit,glass or fasteners. Reference Section 2:Results taken from FIL 3074;Report No.15;A4268;April 30,2001 Temperature: 79.0 F Barometric:30.04 Test Began-April 24,2001 Test Completed-April 24,2001 Report Expires-Apra 23,205 Remarks: This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods and the performance.requirements (paragraphs as listed) of the above referenced specifications.As per manufacturer,unit complies with section 3,material and component requirements. 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 test sample will be retained at the test laboratory.A copy of this report and detailed drawings will be forwarded to the Validator. Note: When load tests are perfmmed on test specimens,they are covered with a 1.5 ml plastic sheeting to seal from air leakage,however,this has no effect on the test results obtained. Witnessed by. FENESTRATION TESTING LABORATORY,INC. I&Luis Figueredo,P.E. Mr.Jay Wyrick I&Jim Puckett Mr.Mike Trent Roq Zavala T Manager Author of Report: Mtuicnrz Ayala Laboratory Technicians: Ralph Rodriguez �-Kinco Limited 2-ALI Ufa --SUCK 1/4•KOUL SHIN SPACEWIDTH SHIN As RaA V/LOAD BEARING SHINp� _ o- CONCRETE OR MASONRY INSTALLATION ANCHOR VIHDJAMS E ONE By VOOD OPENING By OTHERS SCRCVDI CONCRETE SUCK 1Y OTHERS - ,.'� •ANCHOR CAULK DETVEEN S,WOOD I. B FLANGE �;OPENING ANCHOR LOCATION CHART CAtA,1E IETVEEN WOOD 11 OTHERS DUCX 6 Kh"OPC" CALL BUCK LOCA. S IN H LOCATIONS IN JAMB •�''' DY OTHERS ANCHOR INSTALLATION/lSIZE SIZE W SMI 4f►M T , Il►T. 4S/DI 46M TO 7OW SIR.CONCRETE � AC ONE by WOOD EXTERIOR SCREW ANCHOR 1y Is1x 37 3/x Ac ) DUCK BY OTHCRS 14 A X 41 LM / 1 U4• KRDETER CAULK IS t6 x 13 Ac tic IA I�MJ NIH DY Dil[RS FLANGE BETWEEN IS I6 x 71 Ac IA %•Ax•OD 21IIN I.S REO'A 17 ID Y U : :• EMBEDMENT V/LOAD SEARING SHIN FLANVOOD SUCK t x f -. br' 31 EXTET1[Rf HHU1l IiW b$A X 40 N AD Ac rA TA EN1C1101T AC INN" b 33A X H A.0 EXTERIOR ..-9 WINDOW IN37 11CXri A,c %r,6'0iu j WIDTH BY OTHERS $FETICH 2 3 3s 7/4 x i7 3J4 Ac tic re THAN 34 36 7/1 X 41 7/S A.c Ac rA PAW » 36 7M X u Ac A c ►A3U PAHA PCi aT�iIERCAULK sNi i YAC 27 3i iA x u Arc !AIU 0.V 36 ..' rLAHK.E FRAME VINDOV WIDTH A, HEADER 3774 u X 37 We We A. 0 Ac `AM Mou li Ac • AX AA 3s 57 x u F st EXTERIOR 36 e 'V7NDOV DUCK . D E FE3G11T HEIGHT fRA1 SILL N / 0 1)S IM AS KO-O.AT AT EACH DWAL ATION ANCHM w/LOREARRIO SH&L MAX ° 2 ALION•A E SM0 STACK TO K 1/4-. USE P"YRIEIE SPACE CREAM BW4 '.. WINDOW J K 1/16'•15 PRESENT. 3 W04WO"I"UATENAL.ALLRL1a1M MLLTY 6061 HEIGHT F 3;3/16'DK CONCRETE SCMW ANCHOR WST K Or SLSTICENT LTK TO ACHIEVE 1151.EHBEDUENT Cr 1-1/4'DRO MASONRY OR CONCRETE.(IAP.LTH.2-3/47 PCs11NCTCCAULK L M 4)CAULK BEHNO WRWOM fIANCE WON ouC-54 ADfESNE CAULK ON APPROVED EOUAL APPLICATION OF DUO-SIL ADH[ASNE CAIAX SEALANT MW < 3) w�E LATEX CAL�sY OIEIERS ENT roR PEl01 M SEAL'AROUND EXTERIOR Of PRECAST SILL H If OTHERS 6)If EXACT w4wor$PIE 15 NOT Lmm W ANCHOR CHART.IAC momOUANRIY LISTED PRN NEXT LARM ERE.FOR INE APPMORRW DEPW PREMME REO7A •,.. 7)CLASS T1600ESS MAY VARY PER THE REOIIIREU M Or ASTM E13M DMSA .:1 6)UEM DEWHATMS ON TA DNCNOA L,oCAT1o61 CHANT*0=wilM CDNCRETE 4 4 • _ SCREM ANCHORS ARE TO K WLVA(*.OWN LYSM THE EXTEMIOR CroQWN AS A ' ' •A N 6)HW ALL AN04M UONN ON ELL4204�AWAPPUM 6Y rAOTORY W ALL-WEE,ALL E�[ATIO �y •• • SILL Stan. ►ACTORY AFPLKD HOLES NOT DEMNATED NO CONCRETE 5=0 MOM SOD NO SIT OTHERS VIEWED FROM EXTERIOR K FILM"I" is sma or S1R7m a VIL To POW"WOL Us IL BUILDING PLANS EXAMINER EMINEO NT WIO WOOD SUCK. PACTORY PUNCHED HOLES IN ►wis ARE TO K NO MORE RBVIBWED FOR THAN 6'SOON COONOS AND 24 04 VA& CALL KTVCEN PRE-CAST 33LL a CODE COMPLIANCE •f - MANGE.USE DUO-SILL Ir sIROrLEX •.TI!FA',. - AADEsIvc SEALANT.OR APRV'D EOL. KEEP THIS PLAN ON 108 •-`'•, .... k ygAt L.! K I N C O, LTD. JACS CLD,14 1WA0 APR 10 ZOOZ v' �IOR4xL>4 r�A>:3s� � SECTION 1 ' > MSTALI. p�I�ec 8 Idltl Rltl�IOi {y Xy FL. ` .._ MF *-- V /•,:/'moi•::;` TN0°EE"I MMARL MARTINEZ . DR 13.406/9L LbwiA CIVIL NTS K3AxNK REV OESCRIPTIoN DATE 47182 1 of 1 ' pkft K.m mMgr 1 AIYYYAtrt mMm-a NO,SY w.rQwr JM OM SNL MAbW%AHAr4 W44 f"M 4M 016-OM w 417 8k"M moi. - Rau. z K Wakuh in: ;;Gae Nid6oe 5 D � r�•: ..1... : .r :: H., r ilfyl k�uP 1 SI .1 '4 1.3 t ' F A br t ry n- h r ;r Wind borneDebris Region y Section 606.1. i 4 r 120 mph 8c SbOVG(ASCE 7�/y��� P"O6 Mk b >• � i �. � d a � � "'I Mb'df (Fzz ,rl ` u 'k ✓n 'C a fir$ � k•e` ' w ucu '44 Basrc Wmd Speed ' ti 8ecf�on 160616 .: u ¢r r agar Y { ez 1)YW are n ^y:$��/yyy���(�.} ,_�{: 3-..,.`�.r„+�gI15t,WV1d sp@ed5 '&E` 'rv'^ 'x'•ts `£ :+ N N_'�'7 Y �n m�es'Per hau(mph)at 33 fee!(10 )shove ground £` m . $C Category, .:ay•7rr.a. 1 dr '*.�{! ��f•,Nh uvC.. '{a Y.. i' Id*fi4"' cn Z MP�s`a�uratO to rhe , y�� h ti r r ri ,. ,.,,,y,•{.[�y,sPec "i `fin' I1t7LJ1{J.r�r 41 such as ma 'and z 3)tsiands and coastal areas outside the last 66j t x use the last w Saar wmd-speed conkxx d the coastal areas n v, 4) k Motj"tas`MJF ter tllr� r ° ,,may for Cll{1 s be�� .� +54 w f ��pM'�V dra• .� :swiIN � T � speed��n�ns////�a����re Mlerirdn 5oaety of�Cai1�v_inEng�neers PA - ti r •+sax ka`x' .y,""4 !u '. $ `� . z>`S .ss k ,y ,•. ., r .... •' .i Xt#fl '"R t i7:�'KITIGUREy OF 1 c+ WIND-BORNE DEBRIS REGIdN ff BASIC WIND SPEED ", §1606.1.4 Protection of openings. In windborne debris regions, exterior glazing that receives positive pressure in the lower 60 feet (18. 3 m) in buildings shall be assumed to be openings unless such glazing is impact .resistant or protected with an impact resistant covering meeting the requirements of SSTD 12, ASTM E 1886 and ASTM E 1996, or Miami-Dade PA 201, 202 and 203 referenced therein as follows: 1. Glazed openings located within 30 feet (9. 1 m) of grade shall meet the requirements of the Large Missile Test. 2. Glazed openings located more than 30 feet (9.1 m) above grade shall meet the provisions of the Small Missile Test_ EXCEPTION: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in one'= and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be designed to resist the components and cladding loads determined in accordance with Table 1606.2B. Attachment in accordance with Table 1606. 1.4 is permitted for buildings with mean roof height of 33 feet (10 m) or less where wind speeds do not .exceed 130 mph (58 m/s) . AppRS7VEt3 CITY OfMUANIWDLmun BUIL ING OFFICE Jul. o 2 2003 c� Bp �1 \LL 'd 7 CIO r� 6v e,�� .. -;seer ,nxo �,, »°a; +�r � z�d"__..4 93'x' ,�} '�^•'h ! �dR.�. (d� k' �5 '��'r"a�°x *� :` Y, r� _ I Q _ ^ LL �-1 J a -57/7 g 00, 4 .; CITY OF ATLANTIC BEACH is1 800 SENIINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 N .y Application Number . . . . . 03-00026373 Date 6/24/03 Property Address . . . . . . 805 BONITA RD Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BROWN, EMMALENE J&W HEATING & AIR CONDITIONING 805 BONITA ROAD 10663 LEM TURNER RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (9 04) 764-0040 -------------- ------ -------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: _ 2- Q.3 Owner of Property: F—MM m 1 f- rcv.7r\, Job Address: p� t" A flv,4. &k FL.3 3 Contractor: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: ,LP _Natural _Central Utility BUILDING OR SITE? ❑ Oil ❑ Other-Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE ATURE OF WORK INSTALLED Residential or Commercial ❑ New Building ,4PrOvide complete list of components on k of this form) p/Existing Building M Heat _Space —Recessed Central _Floor L] Replacement of existing system ❑ Air Conditioning: R m Centryi�kI W3 New Installation(No system previously installed) eruct System: Material jErz_Thickness K'r0 ❑ Extension or add-on to existing system Maximum capacity IA -"'Q cfm 13Other-Specify El Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other-Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency HEATING-FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency r l- - 3U I -Tz .,r j TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• htty://www.cLatlantic-beach.tl.us 1/14/03 RasoL WA - CITY OF A�ia Se d - 94u�k - 716 OCEAN BOULEVARD P.0.BOX 25 ATLANTIC BEACH,FLORIDA 32233 ! r TELEPHONE(904)249-2395 May 17, 1989 Johnny Helton Floor Coverings, Inc. 805 Bonita Road Atlantic Beach, Florida 32233 Dear Mr. Helton, We have determined that you are in violation_ of Ordinance Number 90-88-138 in that you are operating a business from your residence without benefit of an occupational license issued by the City of Atlantic Beach. You are hereby notified to immediately cease all business related activities from your residence and discontinue the use of letterhead, checks and all forms of advertising which indicate a business is located in a residential district. If you should have questions or would like to apply for an occupational license, please contact the City Clerks office. Si er , TY OF At IC BEACH CODEE ORC ENT OFFICER cc:Cit erk file FLOOR COVERINGS, INC. ,=;;L; 242 (i P 49'A525 fit> .� '�` ; ��t" jt `` +�C ...to �� 3. 805 BON RD. .J ATLANTIC BEACH, FL 32 33 n - PAY TO TH `x j ORDER OFp H f bli" era Io ghat ` t _nsLt� caTnpl�te DO RS 1 F&O U - r aGIBBrOpd8322�if - _ - - FON POA FOR 2 5 30009 59 u■ 0 24 x'000001M113S - x+.06300002 _ O CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD } ATLANTIC BEACH, FLORIDA 32233 h `., < INSPECTION PHONE LINE 247-5826 J3 Application Number . . . . . 03-00026367 Date 6/24/03 Property Address . . . . . . 805 BONITA RD Tenant nbr, name . . . . . . 200AMP, 1PH, 3W, 240VOLT, PVC Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BROWN AMERICAN ELECTRICAL CTR 805 BONITA ROAD 5065 ST.AUGUSTINE RD #3 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 737-7770 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Building Department 904-247-5805 p. l 3 U, ,7 CITY OF ATLANTIC BEACH, FLORIDA APPro" by APPLICATION FOR ELECTRICAL PERMIT . TO THE CHIEF ELECTRICAL INi5PECYOR: DATE: 1�4 J IMPORTANT NOTICE: 1N CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED 114 THE FOLLOWING. WE HERESY AGREE TO PERFORM SAID W40RX IN ACCORDANCE WITH THE AT'T'ACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CRY OF ATLANTIC BEACH ORDINANCES, AM I �f okL ELECTRICAL F4RI1A MASTER ELECTRICIAN SIGNATURE T/] _ _-}-n-- JOURNEYMAN ,AME— I?)- 648Q ADDRESS; � — lI f..A /7IlRPc BOX BLDG.SIZE BETWEEN: YAfko 4" RES. tl APT.I ) COMM.( } PUBLIC{ ) INDUS.( ) NEW( } OLD( REW.{ } ADDITION( ) TRAILER( 1 TEMP.( } SIGNS ( ) S-FT. SERVICE. NEW{ ) INCREASE( } REPAIR( } FEE CONDUCTOR SIZE I AMPS COPPER ( ALUM. I } SWiTI;ti OR BREAKER AIUIP$ I PH W d OLT AACEWAY EXIST,SERV.SIZE AMPS PH W VOLT ! RACEWAY FEEDERS NO. SIZE IND. 512E I NO. SIZE LIGHTING OUTLETS CONCFEILED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. ]4.106 AMPS. SWITCHES INCANDESCENIT fLUORESCENT&M.V. FIXSb 0.700 AM2 3. OVSA APPL IANCE3 BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 76 Mi OVER MOTORS H.P. VOLTAGE Pti5 NO. I H.P. VOLTAGE pHs 11i15CSLLANEOUS TRANSFORMER& UNDER 600 V. OVER 5OO V. NO. I KVA NO. KVA NO.NEON TAANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE ' EACH SIGN FORWARDED S TOTAL FEES