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Permit 832 Cavalla Rd r4 CITY OF ATLANTIC BEACH .r, 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033783 Date 8/23/06 Property Address . . . . . . 832 CAVALLA RD Application type description WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc WELL INSTALL ---------------------------------------------------------------------------- Owner Contractor --------------------- ---- ------------------------ RILEY R.J. WELLS 1078 NESTING SWALLOW ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32235 (904) 221-7988 ---------------------------------------------------------------------------- Permit WELL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/19/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WHE ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMNOLE ROAD ATLANTIC REACH,FL 32233 INSPECTION PHONE LINE 2417-5826 Application Number . . . . . 06-00033840 Date 8/31/06 Property Address . . . . . 832 CAVALLA RD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc HOUSE METER FOR IRR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MCCRAY, RAQUEL ALL CITY ELECTRICAL CONTRACT. 832 CAVALLA ROAD 13768 WEBB ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 714-0131 ------------------------- --------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/27/07 ------------------------ --------------------------------------------------- Fee summary 4harged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85. 00 85. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 PERMr1r IS APPROVED ONLY IN ACCORDANCE WrM ALL CnT OF ATIAI'MC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date:. Property Address: Lo'V6 C(- ��nj M 0 1 Owner: (I L� CIL�_ C S Telephone#: . c� -7qz)j Contractor: Telephone#: 7)q -C,131 Contractor Address: �74 Z W eb J��La d Fax 3_72 -C 6 02 Contractor Signature: 60/ '-� I In consideration of permit given for d9(n0he as described in the above statement, we hereby agree to perfbnn said work in in accordance with the attached plans aWspeci cations which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: B ilding Type: C3 Trailer S?eSM*ce: If other construction is Q New Residence U Temp. New being done on this building �F Or site,list the building 2( Old Connnercial El Sips Q Increase Permit number: Q Re-wire U Addition Sq.Ft. .0 Repair Conductor Size: AA4PS: C ER ALUNUNUM 17 Switch or /VU RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rec2pAcles CONCEALED OPEN Switc I hes n-In AMPR 31 Inn AMPR Incandescent Fluorescent & M.V. Fixed 0.100 AWS OVER BELL Appliances. TRANSFER. Air H-P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AA4PS BEAT Motors 0-1 H.P. IVOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V Transfortners; NO. KVA NO. KVA No.Neon Transf _T_ Ea.—Sign 4 Nfiscellaneous 6 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 a hfft)://www.ei.atlantic-beach.fl.us Revised 1/04 HP OMcojet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Sep 25 2006 3:1 9PM Last Transaction Date Time Tw—e Identification Duration Pages Result Sep 25 3:18PM Fax Sent 96654470 1:17 2 OK CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031886 Date 12/28/05 Property Address . . . . . . 832 CAVALLA RD Tenant nbr, name . . . . . . INSTALL 3 DUCTS Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------------- ---- ------ ------------------------ DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH JAX BEACH FL 32250 (904) 241-3785 ---------- ----------------- ---------- ----------------------- ---------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . � Valuation . . . . 0 Fee summary Charged Paid Credited Due --- -------------- ------- --- ---------- ------ ---- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIP,%,� 005(p MECHANICAL PERMIT APPLI Date: - T Property Address: Owner; /169 /W Telephone#: te ro Contractor: Telephone N; Contractor AddrCS3: So L-4L-- Fax Z4 Contractor Signature: in co"marati of -en, -Perm#loca for doing Wolt a hk the above statement,we hereby Agree to perform A with the aftwfiCA plan and specifications wWah am a pan hereof wul in s000rdxwe with dWCity of Atlantic Beach ad good practice listed dwahL Type of Heating Fuel: If other construction is Wag done oa thisbuilding or site,list the building permit n umberl. Wall —Qentml utility a Oil a Other-Specif MECHAMCAL XQUIPbIENT TO BE INSTALLED- NATURE OF WORK Q Heat Space —Recessed �CcUtr4l) Floor (3 RcsidentW 1%,ir C11, 01:41aorang: 'Duct Sy3tem: Materiak Thickness 0 Commercial Maximum capacity-20-u—cfm a Achdgeration 0 Now Buil(fing 0 Cooling Tower:Capacity In (3 Eristing Buildin 0 -Fire Sprinklers:Number of Hea& 0 Replacement of Existing systm, 0 Elevator. Manlift Escalatorr (Numbexll -Gasoline Pumps 0 _(Number) 0 Tanks 0 Now Insta,11a4op (Number) (1 , LPG Containers (Number) 0 Unfired Pressure Vessel Boilers D Extension or A". to Exisft Q, Gas Piping 0 . Other. Specify 0.-�.Othcr-Specify_----- LIST ALL EQUIPMENT AMCONDITIONING,REFRIGERATION XQU&MENT&CONDENSORIS AMmADS', model 0 mat"fibotum Ton's 'NumborUnits A&MICY 5, j 'REATING-FUMNACILS,Boni&%FIRULACES&AM HANDLZRIS -'Nuuibqr Units Mscriptiou model Manufactura TANKS Nowind Capacity Type Liquid Saw HowMany Dimensions Contained MAnufuturar No. -Agepcy 800 Seminole Road 9 Atlantic&ac,14 Floridsk 32233%U45 Phone:(904)247-5800 a Fax: (904)247-MS http:./�w.clstlantle-boach.H.us *v1sed-1/04 CITY OF ATLANTIC BEACH E7. 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031650 Date 11/17/05 Property Address . .. . . . . 832 CAVALLA RD Tenant nbr, name . . . . . . INSTALL 9 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ 2001 PROPERTIES DOUG' S DRAINS & MORE, INC. 832 CAVALLA ROAD 2453 BAYWAY CT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 71-0172 ---------------------------------------------------------- ------------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE wrm ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Lp CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: 7Z Property Address: e Owner: 7 Z'-1 7-7�'�13 Telephone#: Contractor: Telephone#: 61e),76( Contractor Address: Fax#: Contractor Signature: 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 hereofand in�ccordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. t jnsrallation,of,plumbing and fixtures must be in accordance with the most recent edition of. lie Southem Standard Plumbing Code. Plumbing Type:." If other construction is being done,on this building or site, 01 New list the building permit number: Re-Pipe Number of Fixtures: Bath Tubs Showers �-losets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: �' X$7.00 + $35.00 800 Seminole Road*Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845- http:ilwww.el.atiantic-boach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00031382 Date 10/10/05 Property Address . . . . . . 832 CAVALLA RD Tenant nbr, name CHANGE FIXTURE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ---- -------------------- ATLANTIC PROPERTY PARTNERS ALL CITY ELECTRICAL CONTRACT. 832 CAVALLA ROAD 13768 WEBB ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 714-0131 ------------------------------------------------------------------------------ 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 To'k-'al 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: '�5(,?2- 0,1- U6L ff'-, ial Owner: �t1b /I (r-c,,o 1,4 &,4 oq C,,-S Telephone#: Contractor: L] Telephone#: 71V 6131 Contractor Address: FtFax#: '57� C'�402_ Contractor Signature: —3 In consideration of permit given oing the work as described in the above statement, we hereby agree to perform said work in 'd( accordance with the attached s and specifications which are a part hereof and in accordance with the City of Atlantic Beach s E p ordinance and standards of goopd practice listed therein. 0, 0 Building: Building Type: El Trailer Service: If other construction is U New pRcsidence L3 Temp. 0 New being done on this building Or site,list the building Old Ll Commercial El Signs El Increase Permit number: L) Re-wire L3 Addition Sq.Ft. 0 Repair Conductor Size: ANTS: C PPER AL Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receetacles CONCEALED OPEN Switc.hes 0 30 AMPS 11 100 AMPS Incandescent Fluorescent & M.V. Fixed 0.100 AWS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning CONT.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. IVOLTAG PH NO. I OVER I H.P. PHS UNDER600V OVER600V Transfonners NO. KVA NO. KVA No.Neon—Transf Ea._Sign ous Miscellane (L(tLl�:s CAS 800 Seminole Road,Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800* Fax: (904)247-5845- http://www.ci.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030808 Date 8/17/05 Property Address . . . . . . 832 CAVALLA RD Tenant nbr, name . . . . . . INT REMODEL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor ------------------------ ------------------------ ATLANTIC PROPERTY PARTNERS UKON CONSTRUCTION COMPANY INC 832 CAVALLA ROAD 1745 SAN MARCO BLVD - APT #2 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 626-3824 -------------------------------- -------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 155 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 15000 Expiration Date 2/17/05 Fee summary Charged Paid Credited Due ----------------- -------- -- ---------- --------- - ---------- Permit Fee Total 155 . 00 1S5 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 155 . 00 155 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILkDIM CODES. BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH D. BUILDING / ZONING DEPARTMENT !H�i tin 800 Seminole Road Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us tj ,JUL PLAN REVIEW COMMENTS Permit Application # Q5 :�b'Rn'rl , Cl Property Address: z C.061 Vies"- f2z) Applicant: U Project: This rmit application has been: 7P A roved 0" evire ed an e following items need attention: 1z V tA,4 CLk-- Uizo-sctAx, A-vo, if F"e e-- -ti 17 i+W / �� r?I )��7W -A� \J A �b C Please re-submit y our application when these items have been completed. Reviewed By: Date: ::z I %-MQf- '-�-i :f) S Date Contractor Notified: [-�'A A U ' PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Jan-00-00 00:OOAM Last Transaction Date Time T)= Identificatio Duratio Pagges Rg� Jan 00 00:OOAM Fax Sent 93811000 0:45 2 OK JUL 25,2005 22;04 UKON CONSTRUCTION 9043811000 - Cjt�j a-P AtianLic Beach Hu 304 24? bU45 P. ) CITY OF ATLANMIC BE'ACH Cc: F HMD%NG / ZONIM.". DEPARTMEN-l' Hi iNG) RM S,:min4de Roud 4-3961ellrr MlDnfic unich,Vlond;t 322113 24'-580 JUL PLAN REVIEW COMMENTS Pe pplication 0 C--)-5 E��in E, P Address. App ant: La�=, -I CO.. Project: This permit application hAS betD: Approved Reviewed and the following items need attention: ............ Lao A to I a C7 VIE- W /4Wi00 T�p Te,,.-E– A—, i Please re-submit your application when these items have becu completed. Res-jewed Ry. Pate Coot W qq w4 .101. :�2,200,5 12:15 �'LORZDA STATE 904 Z147 5845 Vwqt Notes 1-Engineered Manuf. Trusses @16"O.C. 2-Underside of roof decking and trusses painted with AFRC NCFR-102 Class"N' fire coating(ASTM E-84,flame 3 3 spread=5 smoke=20) a minimum of 4'from the wall between units. 3-Two 5/8"layers of Type-X Firerock (ASTM C-36)on walls and trusses H I H between units. All joints fire taped and fire caulked (ASTM E-84& UL 723) 4-Metal Stud Wall @ 23"O.C. 5-1 Ox2 floor joists @16"O.C. 6-Single Layer 5/8" 3 3 Type-X Firerock (ASTM C-36)on Ceiling under trusses 7-1/2"plywood sub- floor with 1/2"particle board on top 8-Concrete Slab 44 7 7 5 5 AP P P-0`4 No Revision/Issue Dal, 01 NJLAt4% --L---/ SUILDING OFFIC' 200 1 P roperties, Inc. 1328 Third Street N. Jacksonville Beach, 3 3 FL 32250 140 t -117( (ht lilt J-r f-'Ill I 1 7 21 04 02101p Carelfam ie m i Cw A A LF- R- WCFX-102 IS A CLASO-IAw IN7=OftNXTVUO1tLAT1XFUW CO3kI'1N(J-M"-102 COMES N WWTPo OR BLACK AND CAN BE T04TRD WffN VwrnRSAL COLORAM TO PIT ANY DSCORATIN(I Sai&4L NCF*-102 13 AN 1XCULINT HOICSFOREX72R)OR APPLICATIONS ON WOOD PANEUNG,PP44D M"AL,K.ASIftCS AND DRYWAL4 WHERE A CLASS"A"FLA�MPRZAD 13 DESIM. SUGGEX72DIUSKS. SIGMFFICAM AJ�UCATtofft 0 To C,Aa*w I * IIAN MIM111CO 01NIRAL HO IPM6 of ous. i 1, • Camfing of dryw*U,OWw or fbw&m 0 a SAMS TOWN NEW CASM. PMV40 spo"A of Ram@ "INMNION,142VADA • low kw *iLwwidwA a top amt. 6 CLARK��SCHOOL DIM%. LAS VZdA&WRVADA LAS VIGAL NV NOT RKAXNURNPIRD raw AY EIRPT�STORE 1wamAl" CA mmme mmome *081w *S MAY OM STORE a 640 00184ft mom N CA 6 TROOI MOTS.I.,LAS VQQA"V - KACH"PITROMM.N&I COMPATMtLrrY W11X OM94 COAT040t Dam pu�v mvim y*A cas be$wad ovw a WWI$~or I : LAM]"HIGH SCHOOL,CA &*dty to 004 widlVaIld,PWW or : i o6w am-ponm 1h 11L ooR*)o HaML A CASM R040,NV 00009 OMSK GLENDALE,CA 0" 'fA YC* "'ot rM W C NAM0 WZ^Twkc000 ks 0 HALL "Uhou3rry:CKXM V AL NV ABRASM.000b W%4"CS0 WM a #US SM WASANiC,CA OLIR 1W COAT#12$ 1 'J"molt !'):- 71 I : AAA1 INDUSTRIAL OFVICF- stAIINGWAYPNOWAAAk RA U.S. T2917NO CO"OtATXV . ; InoW MA5T2R I a AhIGEN sic SA Ft.AW DIN 1VM#A'4ATX*"L SMOKE Drif��20 CORPO"TWIN, • CALIPORUIA ITATSOIRS MAN414AI.1 SMMWONL"INMITIJTIONOP401"v E MY OF ATLANTI( aEACH • STATE OF NIVADA APPROV8D AS BUILDING OF qC9 MY OF L4W APKXU&RROLM2 JAN 29 2 04 c)- ......... AMMCAN FM XnAMAM e0". 04*ws^-rt.ANvs moA�wrtr C"WIM cA fW1 (am 47%00 4"*Mk%o A rvwj�cm T""D C04'A"wrows'Amm Joe. u co I OF 2 N'qFR-102 STORA01 CONDrfONS. OLO�3; STORE IN A DAY, WELL.VINTTLATEV F"T AREA AT 40OF T6 120F, cowxs: SMACE PREPAXATION: A" CUSTOM SURFACE 0MLD BE PREPPM, A14LVOK wlfl�ftl FU GALAAM- VISCOSITY- VERAGE) I I LBS. 90-"xv VOLVMS SOLIDS: *%AVUAGE APPLICAY11ON THTNWER: WATER Wflow SOLMS 04%AVERAGE CLZAN-UF'rK7"X; i WARM SOAPY WATZJK VOC tTYPICAL):GlL ACTIVA730N, FLBSKML)W XOT APPLICANLk- IFLAiH PONT: POT UF& NOT APPLICA5k8r PACIKAGM: I GALLON PAIL APrLACATION MZT800. P*.ALLOW PAIL SRUSK XjDLL C*SPRAY WrrR AIRLM AY, $3 GALLON CONTAMR AVOID WET FILM SUILLS GREATER TIW4 ,10 WILS PER PASS. &NWINU WbIGIRT.' A i GALLON- 12 LBS. Cum TIME&(AT 70 rtP;C:AL) GALLAMS-60 LOS DAY TO RECOAT-30 M*AJTES i DRY TO TOVC]k- i HOM SHAF LME- DRY TO HANDLE-4 HWRS TWOROWN CURS-I WIL SK DAY rILM BURD: WNSULT THE MATER"L lowLS. *FM DATA SHM FOR S PRODUCT PraoR TO USE COVERAGA P91 t"A 1,1 AN 7 100 SQ.FT. ALZMONAL-COMMENTS ALL TZCHM�AL ADVISM WRT FU�M INVUbg WAVICES AND RfJC0MUF.NDATl0Nl.q 10 MILS 2 COATS ARE RE40SKiD BY THZ StLLEP.GRATIS. IMY AXE SO)ON TECM4CAL.OATA Willcil TI: UJA BBLMV94 TO as RELIAZLE k ASSUMES No RAW jS lauaTY POR FOR R69ULT O9TArX M- OR DAAP"Gr-S rWURJtED THKIR USE BY StryTR IN WHOLE IN O�IN PART. 28-Jul-2005 11:40am From-AMERICAN FIRE RETARDANT CORP 6192583648 T-TI9 P-002/003 F-463 ...AYRC C M FIRE RET ARDANT CORP. PRODUCT INFORMATION NCFR 102 NCFR 102 is a Class A,interior/exterior latex fire protective coating.NCFR 102 comes in black or white and can be tift�ted Nvith universal colorants to fit any decorating scheme. NCFR 102 is an excellent choice for exterior appli,cations on foam, wood, paneling,primed metal, stucco, concrete, plastics and drywall where a Class A flamespread is desired, COLOR 'T'his��roduct is available in flat white, custom tinting is also available using universal colorants. KATINGS/APPROVALS U.S._'Testing Corporation ASTM E-94 5/4/95 & 6/16/94 Flame spread 5 Smoke developed 20 California State Fire Marshall#2280-1340-101 State,of Nevada approved as tested I.C.A.0. #5008 City;of Los Angeles, RR#25232 NOT RECOMMENDED FOR: Immersion service Flexible Substrates High moist-are areas j Compatibility with other coatings: Can be applied over a suitable primer or directly to wood, concrete, stucco, wallboard,plaster or other non-porous substrates. RESISTANCE-. Weather: Good Weight solids: 64% Flash point: 21 IF Humidity: Good Volume solids: 52% Viscosity: 90-95 KU Abrasion: Good VOC: 80 Shelf life: 6 months 15 - - 28-Jul-2005 11:40am From-AhERICAN FIRE RETARDANT CORP 6192583648 T-TI9 P-003/003 F-463 SIGNIFICANT APPLICATIONS San Francisco General Hospital Sam,!s Town New Casino, Henderson,NV Clark County School District,Las Vegas,NV HiltJn Hotel,Las Vegas,NV Broz(dway Department Store,Northridge, CA RobinsonA\4ay Department Store,Northridge, CA Tropicana Hotel, Las Vegas,NV Airp',brt Industrial Office, El Paso,TX Vist4 Hills Townhouses, El Paso,TX APPLICATION Brush, roll or spray with airless spray.Avoid wet film builds greater than 10 mils per pass. Surf4ce preparatioii: Surface should be prepped and/or primed. Cur&ltimes: :1 Dry to recoat..............................30 min. Dry to touch................................I hour Dry to handle..............................4 hours Thorough cure.............................I week Dry film build: 10 mils Wet film build: 10 mils 2 coats Coverage per gallon: 100 square feet Pack.6ging: I gal,�on pail 5 gal.lon pail 5 5 g 41lon container Shipping weight: I gallon= 12 lbs 5 gaj�on=60 lbs Safety: Coni'ult the Material Safety Data Sheet for this product prior to use. All t&hnical advise,services and recommendations are rendered by the seller gratis.They are based on technical data which the s�'ller believes to be reliable. Seller assumes no responsibility for results obtained or damages incurred in their by buyer in whol�or in part. CITY OF ATLANTIC BEACH JUL BUILDING PERMIT APPLICATION (Alterations & Additions-) Date: 07/07/05 Cl Job Address: 832 Cavalla Rd Owner of Property: -Atlantic Property Partners Address: 1328 north Third Street Jacksonville Beach,FL 32250 Telephone: 904.247.7414 Legal Description: Block Number: —26 Lot Number: —6 Zoning District: Contractor: Li K-10 0 ITYL - co State License Number: Contractor Address: Telephone: (", Fax: e3nn Describe proposed use and work to be done: Renovation-reside the exterior, install new windows,re-floor interior,paint/repair drywall, install new cabinets Present use of land or building(s): Res Valuation of proposed construction: 15,000 What are the dimensions of the added space: _n/a feet x n/a—feet Will the added area be heated and cooled? _n/a New electrical or increase in service?—n— Add plumbing fixtures?_n Add fireplace? n — Add heating/air conditioning? n Is approval of Homeowner's Association or other private entity required? —n— 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? X 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. X 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 month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this applica'on is correct. Signature of owner-.49�— /A- Date:;�;�t_ I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the rmance of construction of the property. I understand that the issuance of this permit is contingent upon the uct'on or the 0 :;y above information being and co ect and that the plans and supporting data have been or shall be provided as required. Signature of Contractor. ��X, Date: 7. ;lo-py V %...1 0 Address and cont formation of person to receive all correspondence regarding this application(please print). Name: o Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Swom to and subscribed before me this day of 20 ()5 State of Florida,County of Duval ignature: K",L=u Notary's S Julie M Haynes WCOMMIaON# DD126313 E)WES August 19,2DG6 Personally known BONDED THRU TROY FAM NSUpANM INC �Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 4_� 2005- State of Florida,County of Duval Notary's Signature: J =A EA' IE M"H W MM ION#DI)435986 v JEMNE M.SHAW M Co I z YE pip May 31 PIPES:May 31,2OW X E 8�,�Th",N BMW Thru Notary Pubk Ujdvwrft�rs Erproduced identification MYC Personally know/ OMMISSION#DI)435986 Type of identification produced r--L.-y>r�4 �3 (P cc - L�_'S�;L--T-+4(,;,_J--0 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 3 Revised 1/04 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION CHECKLIST (For Alterations/Additions) N' APPLICATION CHECKLIST/REOUIRED SUBMITTALS I. Building Application Form 2. Four complete sets of plans including detailed site plan 3. Recentsurvey 4. Owner/Builder Affidavit (required when owner acts as contractor) 5. Energy Sheets 6. Construction Site Management Plan 7. Recorded Notice of Commencement 8. Tree Removal Application if trees are to be removed or relocated SCHEDULED INSPECTIONS Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection, please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: I. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up: Framing, Rough Electric, Mechanical and Plumbing. (This is different from other jurisdictions) 5. Insulation 6. Final Inspection (includes drainage, trees, landscape and site inspection) Finished floor elevation survey required prior to issuance of Certificate of Occupancy. BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$35.00 is charged for all re-inspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowner's association. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page I Revised 1/04 Pr ---------------- it ' ll. 44 TWO VQW it -I it J_ Exterior • Siding • Replace all existing wood siding and repair existing wood rot/damage. Install new vapor barriers and install lap siding. Replace all windows including enlarging upstairs openings in front and read bedrooms. Replace siding in the rear including installing windows and or doors so that all units are similar in the rear. Repair/install floodlights above each unit's door. Install dryer exhaust vent. • Install over the stucco: lx4 fturing strips and then sheet with OSB, install vapor barrier and hardiboard lap siding. • Install 'Breaks' (2x4)between stucco and wood transitions where there will be a depth difference due to covering stucco with hardiboard • Trim out around all windows and doors with uniform trim (I x4) • Replace all 4X4 posts on front porch with decorative porch posts • Replace porch lights with new fixtures • Replace all exterior doors with new doors and screen doors. • Prepare storm shutters with anchors in trim an$4,rlr Iled screw holes in plywood according to Atlantic Beach code • Prepare and paint • Prepare entire exterior for paint: Calk all seams and j int showing nails. Prime Entire Exterior. • Paint Entire exterior, 2 colors for body and trim, ensuring even coating and coverage • Landscape • Re grade the front yard so that there is a consistent 5-degree slope away from the unit toward the street. • Lay new sod in the front yard • Install new split rail fencing in the front yard 3 feet from the road to accommodate egress • Plant trees in between units • Clean and seal asphalt in rear of units, paint parking spaces at an angle so that there is room to park in rear/ sides • Install new fencing between units and building 60 0 Interior o Baths • Replace sub floor where necessary • Install new tub, tile shower walls, finish drywall, install new vanity light, and exhaust fan. o Repair/Replace drywall • Finish upstairs ceilings with new smooth layer of 5/8" drywall to finish firewalls. Create scuttle hole above stairs in each unit. (The new layer of 5/8"drywall can be installed over the existing ceiling or the existing ceiling may be removed and the new 5/8"may be installed. • Repair/Replace walls as necessary • Install layer of 5/8" drywall on the 'sofit box' in the kitchen to finish the firewall there. • Install extension screws where necessary to ensure outlets are flush with wall surface. • Flooring • Remove all old tile in downstairs of units. • Tile with a travertine style tile: Entryway and hall to kitchen, dining area and kitchen area. Floor in the rear enclosure. Bathroom floors. (Leave living room area for carpet as well as stairs &upstairs) • All tile work to be installed level with no dips or rises. All tile work to have a 1/4" grout line and straight. • Finish trim work • Install baseboard throughout units with quarter round where necessary. • Install doors on closets and replace where necessary throughout units. • Install new ceiling fans in bedrooms • Install sliding glass doors between kitchen and porch • Back Room • Finish back room with two layers of 5/8" sheetrock on walls between units, a layer of 5/8" on the ceiling and remaining walls. • Install bi-fold doors in front of laundry area • Prime and Paint • Prime all walls as needed • Paint all walls with selected paint color • Paint all trim in trim paint Hardiplank"La, Sidm, James Hardie Building Products INSTALLATION INSTRUCTIONS APRIL 2005 SELECT CEDARMILL@-SMOOTH-COLONIAL SMOOTH@-COLONIAL ROUGHSAWN0-BEADED CEDARMILL BEADED SMOOTH-STRAIGHT-EDGE SHINGLE PLANK@ IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE'S WRITTEN APPLICATION INSTRUCTIONS MAY AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT ONLY WARRANTY, HANDLING &STORAGE: RECOMMENDED CUTTING INSTRUCTIONS Store flat and keep dry prior OUTDOORS INDOORS to installation.Installing 1.Position cutting station so that wind will blow dust away from user or 1.Position culting station in well-ventilated area;otherwise,additional others in work area. mechanical venfilafion(e.g.box fan,HEPA vacuum,etc.)is required siding wet or saturated may 2.Use one of the following methods based on the required cutting rate: 2.Cut only using score and snap,or shears(manual,electric or pneumatic). result in a.Best: 1.Score and srtap shrinkage ii.Shears(Pneumatic or Handheld) -NEVER use a power saw indoors at butt b.Better: 1.Dust reducing circular saw equipped with NEVER use a circular saw blade that does not carry the Hardiblade logo Hardiblade and HEPA vacuum extracton NEVER dry sweep `Oints. c.Good: i,Dust reducing circular saw with Hardibiade Carry planks on edge. Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or protection levels,you should always consult a qualified industrial hygienist. FRAMING REQUIREMENTS: HardiplankO lap siding can be installed over braced wood or steel studs spaced a figure I Double Wall Single Wall maximum of 240 o.c.or directly to minimum 7/16"thick OSB sheathing.Hardiplank Construction Construction lap siding can also be installed over foam insulation up to V thick,t Irregularities in weather-resistive barrier framing,sheathing,and/or foam insulation can mirror through the finished application. plywood or 24"D.C.max. let-in bracing The use of a Weather-resistive barrier is required in frame construction with siding, OSB sheathing JariIes Hardie recommends the use of asphalt saturated felt or equivalent non-woven, non-perforated,vapor permeable building paper or housewrap.Note:James Hardie does not recommend the use of water repellant wood based panel sheathing as the primary weather resistive barrier.The weather resistive barrier must be appropriately incorporated with penetration and junction flashings.Materials must be lapped such that water will drain down and to the outside.James Hardie will assume no responsibilty for water infiltration within the wall. The first course of any wall should be installed over a 1/4"lath strip to ensure a consistent plank angle(see figure 1). 104 Blind nailing Hardiplank stud I"from weather-resistive plank top barrier 0 00 ._0 eather-resistive 6 barrier 0 0 o fastener 3/8"from 00 00 0-0 0 plank edge 0 1/4"thick lath strip leave appropriate gap between plank and trim,then caulk* •Space plank according to joint treatment either in moderate contact •moderate contacf 6oints not caulked)or in accordance with the caulking manufacturer's written applicatl instructions(joints caulked),see detail at right. t For application over foam insulation,the length of the specified fastener shall be increased by the thickness of the foam insulation. WARNING:AVOID BREATHING SILICA DUST James Hardie products contain respirable crystalline silica which Is known to the State of California to cause cancer. Inhalation of respirable silica can cause silicosis(a disabling lung disease),lung cancer. and has been linked,therefore,to death. When drilling,cutting,sanding,or grinding products during installation or handling:(1)Work outdoors where feasible,(2)Wear a dust mask,or use a NIOSKIMSHA approved respirator whenever US OSHA PEL is exceeded or as required by applicable law,(3)Warn others in area,(4)During clean-up,never dry sweep. According to some medical experts,and the US Surgeon General,cigarefte smoking can significantly increase your likelihood of contracting lung-related diseases,including silica-related lung diseases. For further information,refer to our installation instructions and Material Safety Data Sheet available at www.jameshardle.com or by calling 1-800-9HARDIE. FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH, GRADE CLEARANCE figure 2 ROOF CLEARANCE figure 3 CONCRETE CONSTRUCTION figure 4 Install Hardiplank"lap siding in compl- At the juncture of the roof and vertical sur- Hardiplank lap siding can be installed directly to masonry iance with local building code require- faces,flashing and counterflashing shall be block.Hardiplank siding can aslo be installed to concrete ments for clearance between the bottom provided per the roofing manufacturer's construction when the wall is furred out with wood framing edge of plank and the adjacent finished Instructions.Provide a minimum of a 2" or minimum No.20 gauge steel framing anchored to the grade(see Important Note). clearance between the roofing and bottom wall.Framing can be spaced up to 24"OC.Consult stud edge of siding. applicable code compliance report for recognized weather_resisti�e application to masonry block.A weather-resistive barrier barrier 2" is recommended between the framing and the siding. concrete foundation weather- resistive barrier 1/4"thick HardiplankO wood or metal lath strip lap siding flashing furring IMPORTANT NOTE -Install James Hardie"products with a minimum 6"clearance to the earth on the exterior of the building or in accordance with local building codes if greater than 6"is required. -Maintain a minimum 2"clearance between James Hardie"products and roofs,decks,paths,steps and driveways. -Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. -Do not install HardiplankO lap siding,such that it may remain in contact with standing water. FACE NAIL: (All Lap Products) ** figure 5 BLIND NAIL: figure 6 Corrosion Resistant Nails (galvanized or stainless steel) Corrosion Resistant Nails (galvanized or stainless •6d (0.11 3"shank x 0.267"HID x 2"long) steel) •Siding nail (0.089"shank x 0.221" HID x 2" long) :Siding nail (0.089"shank x 0.221" HID x 1-1/4"Ion • Siding nail (0.091"shank x 0.221" HID x 1-1/2"long) 11ga. roofing nail (0.121"shank x 0.371" HID x 1-1?�Illong) Corrosion Resistant Screws Corrosion Resistant Screws - Ribbed Wafer-head or equivalent(No. 8-18 x 0.323" HD x -Ribbed Wafer-head or equivalent(No. 8-18 x 0.323" 1-5/8"long)Screws must penetrate 1/4"or 3 threads into HID x 1-5/8"long)Screws must penetrate 1/4"or 3 metal framing. threads into metal framing. Corrosion Resistant Fasteners Corrosion Resistant Fasteners ET& F pin (0.100"shank x 0,25" HID x 1-1/2" long) - ET&F PanelfaStTM (0.100"shank x 0.313" HD x 1-1/2"'Iong) stud 24" ---' o.c.max. 11/4"min. stud 24" overlap weather-resistive o.c.max. barrier moderate contact Minimum overlap blind nail 3/4%1 o for Both Face face nail and Blind Nailing A weather-resistive min. 1 1p barrier overlap 11/4"min. weather-resistive overlap barrier moderate contact When face nailing to 0S8,planks must be no greater than 9 1/2"wide and fasteners must be 12*o.c.or less. See Fastening Requirements. FASTENING REQUIREMENTS: Fasteners must be corrosion resistant,galvanized,or stainless steel. - Consult applicable code compliance report for correct fasteners type and Electro-galvanized are acceptable may exhibit premature corrosion. placement to achieve specified design wind loads and shear values. James Hardie recommends the use of quality,hot-dipped galvanized - NOTE:Published shear values and wind loads may not be applicable to all nails. James Hardie is not responsible for the corrosion resistance of areas where Local Building Codes have specific jurisdiction,Consult James fasteners. Stainless steel fasteners are recommended when installing Hardie Technical Services if you are unsure of applicable Building Code James Hardie products near the ocean,large bodies jurisdiction. of water,or in very humid climates, Do not use - Drive fasteners perpendicular to siding and framing. aluminum fasteners,staples,or clipped head - Fastener heads should fit snug against siding(no air space),(Fig.A&8) nails. (n - Do not over-drive nail heads or drive nails at an angle. DO NOT - If nail is countersunk,caulk nail hole and add a nail.(Fig.C) PNEUMATIC FASTENER: STAPLE - Under driven nails should be hit flush to the plank with a hammer. Hardiplanks lap siding products can be hand nailed or fastened with a pneumatic tool. Snug Flush Pneumatic fastening is highly recommended. Set air pressure so that the fastener i's driven teL UN Countersunk, LJI;7\1 Caulk& snug with the surface of the siding.A flush mount attachment on the pneumatic tool tLIN \,,V CL, recommended. This will help control the depth the nail is driven.If setting the nail dept J add n.ail proves difficult,choose a setting that under drives the nail. Hit the under driven nails snug do not under with a smooth faced hammer.Do not over drive nails into Hardiplanks lap siding. figure A figure B figure C drive nails COVERAGE CHART/ESTIMATING GUIDE 1. Figures shown are in pieces-all 12 long - 2. 5%cufting and fitting waste factor included 3. Computations based on minimum overlap of 1-1/4 4.Actual usage subject to variables such as building design and installers COVERAGEAREA LESS HARDIPLANKI& SIDING WIDTH OPENINGS 5-1/4" 6-1/4" 7-1/4" 7-1/2" 8" 8-1/4" 9-1/4" 9-1/2" 12" (exposure) (4) (5) (6) (6-1/4) (6-3/4) (7) (8) (8-1/4) (10-3/4) 100 sf 1SQ 26 21 18 17 16 15 13 13 10 200 sf 2SQ 53 42 35 34 31 30 26 25 20 300 sf 3SQ 79 63 53 50 47 45 39 38 29 400 sf 4SQ 105 84 70 67 62 60 53 51 39 500 sf 5SQ 131 105 88 84 78 75 66 64 49 600 sf 6SQ 158 126 105 101 93 90 79 76 59 700 sf 7SQ 184 147 123 118 109 108 92 89 68 800 sf 8SQ 210 168 140 134 124 120 105 102 78 900 sf 9SQ 236 189 158 151 140 135 118 115 88 1000 sf 10SQ 263 210 175 168 156 150 131 127 98 1100 sf 11 SQ 289 231 193 185 171 165 144 140 107 1200 sf 12SQ 315 252 210 202 187 180 158 153 117 1300 sf 13SQ 341 273 228 218 202 195 171 165 127 1400 sf 14 SQ 368 294 245 235 218 210 184 178 137 1500 sf 15SQ 394 315 263 252 233 225 197 191 147 1600 sf 16SQ 420 336 280 269 249 240 210 204 156 1700 sf 17SQ 446 357 298 286 264 255 223 216 166 1800 sf 18 SQ 473 378 315 302 280 270 236 229 176 1900 sf 19SQ 499 399 333 319 296 285 249 242 186 2000 sf 20 SQ 525 420 350 336 311 300 263 255 195 2100 sf 21SQ 551 441 368 353 327 315 276 267 205 2200 sf 22 SQ 578 462 385 370 342 330 289 280 215 2300 sf 23 SQ 604 483 403 386 358 345 302 293 225 2400 sf 24 SQ 630 504 420 403 373 360 315 305 234 2500 sf 25 SQ 656 525 438 420 389 375 328 318 244 2600 sf 26 SQ 683 546 455 437 404 390 341 331 254 2700 sf 27 SQ 709 567 473 454 420 405 354 344 264 2800 sf 28 SID 735 588 490 470 436 420 368 356 273 2900 sf 29 SQ 761 609 508 487 451 435 381 369 283 3000 sf 30 SQ 788 630 525 504 467 450 394 382 293 PATCHING CAULKING PAINTING Dents,chips and cracks can be filled with For best results use a latex sealant that complies It is recommended that James Hardie products be a cementitious patching compound. with either ASTM C834 or ASTM C920(Grade NS, painted with 100%acrylic topcoats. Do not paint Class 25).Caulking should be applied in accordance when wet.For application rates refer to paint with the caulking manufacturer's written instructions. manufacturers specifications, Back-rolling is recommended if the siding is sprayed. RECOGNITION: In accordance with ICC-ES Legacy Report NER-405,Hardiplank lap siding is recognized as a suitable alternate to that specified in:the BOCA National Building Code/1999,the 1997 Standard Building Code,the 1997 Uniform Building Code,the 1998 Intemational One-and Two-Family Dwelling Code,the 2003 International Building Code,and the 2003 International Residential Code for One-and Two-Family Dwellings. Hardiplank lap siding is also recognized for application in the following: City of Los Angeles Research Report No.24862,State of Florida listing FL#889,Dade County,Florida NOA No.02-0729.02,U.S.Dept.of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA223-93-M, and California DSAPA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. pjgiican sman00"P^14V MADE IN 714E U.S.A. SERIES 2900 VINYL SINGLE HUNG WINDOW Window Size,Rough Opening,Clear Opening and Glass Size Information 2/6 x 3/0 30 x 36 301/2 x 361/2 25 x 131/2 257/8 x 16 5.25 2.34 2/6 x 3/2 30 x 38 301/2 x 381/2 25 x 141/2 2.52 257/8 x 17 5.60 2/6 x 3/8 30 x 44 301/2 x 441/2 25 x 171/2 3.04 257/8 x 20 6.64 2/6 x 3/10 30 x 46 301/2 x 461/2 25 x 181/2 3.21 257/8 x 21 6.99 2/6 x 4/0 30 x 48 301/2 x 481/2 25 x 191/2 3.39 257/8 x 22 7.34 2/6 x 4/2 30 x 50 30112 x 501/2 25 x 201/2 3.56 257/8 x 23 7.68 2/6 x 4/4 30 x 52 301/2 x 521/2 25 x 21 1/2 3.73 257/8 x 24 8.03 2/6 x 4/6 30 x 54 301/2 x 541/2 25 x 221/2 3.91 257/8 x 25 8.38 2/6 x 5/0 30 x 60 301/2 x 601/2 25 x 251/2 4.43 257/8 x 28 9.42 2/6 x 5/2 30 x 62 301/2 x 621/2 25 x 261/2 4.60 257/8 x 29 9.77 2/6 x 5/6 30 x 66 301/2 x 661/2 25 x 281/2 4.95 257/8 x 31 10.46 /6 x 6/0 30 x 72 301/2 x 721/2 25 x 31 1/2 5.47 257/8 x 34 11.50 6 x 6/2 30 x 74 301/2 x 741/2 25 x 321/2 5.64 257/8 x 35 11.85 6 x 7/0 30 x 84 301/2 x 84 25 x 37 6.51 257/8 x 40 13.59 3/0 x 3/0 36 x 3 1/2 x 361/2 31 x 131/2 2.91 31 7/8 x 16 6.51 3/0 x 3/2 36 x 38 361/2 x 381/2 31 x 141/2 3.12 31 7/8 x 17 6.94 3/0 x 3/8 3 x 44 361/2 x 441/2 31 x 171/2 3.77 31 7/8 x 20 8.23 3/0 x 3/10 36 x 46 361/2 x 461/2 31 x 181/2 3.98 31 7/8 x 21 8.66 3/0 x 4/0 36 x 48 361/2 x 481/2 31 x 191/2 4.20 31 7/8 x 22 9.10 3/0 x 4/2 36 x 50 361/2 x 501/2 31 x 201/2 4.41 31 7/8 x 23 9.53 3/0 x 4/4 36 x 52 361/2 x 521/2 31 x 21 1/2 4.63 31 7/8 x 24 9.96 F3/0 3/0 x 4/6 36 x 54 361/2 x 541/2 31 x 221/2 4.84 31 7/8 x 25 10.39 3 x /0 x 5/0 36 x 60 361/2 x 601/2 31 x 25112 5.49 31 7/8 x 28 11.68 3/0 x /0 x 5/2 36 x 62 361/2 x 621/2 31 x 261/2 5.70 31 7/8 x 29 12.11 to x 5/ 3/0 x 5/6 36 x 66 361/2 x 661/2 31 x 281/2 6.14 31 7/8 x 31 12.97 /0 x /0 x 6/0 36 x 72 361/2 x 721/2 31 x 31 1/2 6.78 31 7/8 x 34 14.26 36 x 74 361/2 x 741/2 31 x 321/2 7.00 31 7/8 x 35 14.69 3 361/2 x 84112 31 x 371/2 8.07 31 7/8 x 40 16.85 Effective 1/1/03 Page 29-31 gewaff ,,. _ 8eiican F,P:m7w Vraftsmm DOOR COMPANY -I.---.. T MADE IN HE U.S.A. T SERIES 2803 VINYL SLIDING WINDOW 3 PANEL EQUAL LITE Window Size, Rough Opening,Clear Opening and Glass Size Information 72 x 23 x 231/2 1813/16 x 177/8 2.34 223/4 x 187/8 8.20 72 x 35 x 351/2 1813/16 x 297/8 3.90 223/4 x 307/8 13.67 72 x 4 x 411/2 1813/16 x 357/8 4.69 223/4 x 367/8 16.41 6/0 x 3/8 72 x 43 721/2 x 431/2 1813/16 x 377/8 4.95 223/4 x 387/8 17.32 6/0 x 3/10 72 x 45 721/2 x 451/2 18 13/16 x 397/8 5.21 223/4 x 407/8 18.23 6/0 x 4/0 72 x 47 72 1/2 x 471/2 1813/16 x 41 7/8 5.47 223/4 x 427/8 19.14 6/0 x 4/2 72 x 49 721/2 x 491/2 1813/16 x 437/8 5.73 223/4 x 447/8 20.05 6/0 x 4/4 72 x 51 721/2 x 51 1/2 1813/16 x 457/8 5.99 223/4 x 467/8 20.96 72 x 53 721/2 x 531/2 1813/16 x 477/8 6.25 223/4 x 487/8 21.88 72 x 59 721/2 x 591/2 6 x 537/8 7.04 223/4 x 547/8 24.61 8/0 x 2/0 96 x 23 961/2 x 231/2 6 13/16 x 177/8 3.33 30 A x 11.20 8/0 x 3/0 96 x 35 961/2 x 351/2 2613/16 x 297/8 5.56 303/4 x 307/8 18.67 8/0 x 3/6 96 x 41 961/2 x 41 1/2 2613/16 x 357/8 6.68 303/4 x 367/8 22.41 8/0 x 3/8 96 x 43 961/2 x 431/2 2613/16 x 377/8 7.05 303/4 x 387/8 23.65 8/0 x 3/10 96 x 45 961/2 x 451/2 2613/16 x 397/8 7.42 303/4 x 407/8 24.90 8/0 x 4/0 96 x 47 961/2 x 471/2 2613/16 x 41 7/8 7.80 303/4 x 427/8 26.14 810 x 4/2 96 x 49 961/2 x 491/2 2613/16 x 437/8 T17 303/4 x 447/8 27.39 8/0 x 414 96 x 51 961/2 x 51 1/2 2613/16 x 457/8 8.54 303/4 x 467/8 28.63 8/0 x 4/6 96 x 53 961/2 x 531/2 2613/16 x 477/8 8.91 303/4 x 487/8 29.88 96 x 59 961/2 x 591/2 2613/16 x 537/8 10.03 303/4 x 547/8 33.61 NOTES: BOLD Nominal Window Sizes meet egress criteria of: Min 20"net opening in width Min 24"net opening in height Min 5.7 sq.ft.opening area Visible glass size is combined area of left,right,and center lites of glass. Effective 1/1/03 Page 29-14 R W R W Building Consultants, Inc. B C Consulting and Engineering Services for the Building Industry P.0.BoX230Va1rioo,FL33594 Phone 813.659.9197 Facsinifle 813.659.4858 ENGINEER'S NOTICE OF EVALUATION#SL-107F Silverline Building Products,Inc. One Silver Line Drive North Brunswick,New Jersey 08902 DESCREMON OF UNIT Model Designation: Vinyl Single Hung Window, Series/Model 2900. Maximum Overall Nominal Size:up to 48"x 84" Usable Configurations: 0 General Description: Insulated glass,vinyl Single Hung window with welded mitered comers. The head and side jambs are extruded vinyl with an exterior wall thickness of 0.070"+/-0.008". The insulated glass is two lites of 1/8"clear annealed glass. Overall nominal thickness is 5/8". The unit is wet glazed with silicone and secured with snap4n vinyl glazing beads. Both the meeting rail and fixed rail are reinforced with steel"U'channel. FBC Section 1707 Materials and AsIgnibly Tests: (1707.4.2 Exterior Windows and Glass Door Assemblies) Test Description Tat Location Date Report No. Catifjing Tedmician ASTM E330 Uniform Static An-York,PA Februairy 16,1999 01-34085.01 Adam Fodor Air Pressure November 10,1999 01-36126.01 ASTM F588 Forced Entry ATI-York,PA February 16,1999 01-34085.01 Adam Fodor November 10,1999 01-36126.01 ASTM E547 Water, ATI-York,PA February 16,1999 01-34085.01 Adam Fodor Penetration November 10,1999 01-36126.01 February 16,1999 ASTnM E283 Air Infiltration ATI-York,PA 10,1999 01-34085.01 Adam Fodor Noveruber 01-36126.01 DesLyn Pressure Ratings: Configuration Glam luximurn size Desip Pr—Ratingi Single Hung Window 1/8"Ann.-Air Space-1/8"Ann. Up to 49-X W' +30.00 psf -30.00 psf SingleH—gWinda- 1/8-Am.-Air Spam-1/8"Am. Up to 44-X 62- 445.00 psf 45.00 psf Single Hung Window 1/8"Aun.-Air Space-118'�An�. Up to 36-X 62" +50.00pd -50.00psf Single Hung Window Its-AraL-Air Spam-1/8"Ann. LIP to 38"X 60- +50.00 psf -50.00 psf Installation and Anchorine-,See reverse side this page Use 1-Evaluated for use in locations adhering to the Florida Budding Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed above. I 2.For Masonry installations where the sub-buck is less than 1-1/2 inches"(FBC section 1707.4.4 Anchorage Methods and sub-sections 1707.4.4.1 and 1707.4.4.2)same diameter Tapcon Vype concrete anchors must be substituted and the,length must be such that a minimum 1-1/4"engagement of the Tapcon into the masonry wall is obtained- 'Certification: Florida Professional Engineer - Seal No. 43409 May 23,2002 Lyndon F. Schmidt 19506 French Lace Drive Lutz,FL 33558 SILVERLINE SERIES 2900 EXTRUDED VINYL SINGLE HUNG WINDOW MAXIMUM SIZE UP TO 489V x 841v 6.00 6.00 �d FRAME T— O—T a il 0 x 2 1/4- SHEET METAL SCREW —T #10 x 2 1/4n SHEET METAL SCREW SIDE JAMB SILL HEAD JAMB p4q/ #10 x 2 1/4" SHEET METAL SCREW DWG. #SLSH-404J R W W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33594 Phone 813.659.9197 Facsimile 813.659.4858 ENGINEER'S NOTICE OF EVALUATION#SL-110E-R Silverline Building Products,Inc. One Silver Line Drive North Brunswick,New Jersey 08902 DESCRIPTION OF UNIT Model Designation: Vinyl Single Hung Window,Series/Model 2900 With Nailing Flange. Maximum Overall Nominal Size: up to 48"x 8411 Usable Configurations: 0 X General-Description: Insulated glass,vinyl Single Hung window with welded mitered comers. The head and side jambs are extruded vinyl with an exterior wall thickness of 0.070"+/-0.008". The insulated glass is two lites of 1/8"clear annealed glass. Overall nominal thickness is 5/8". The unit is wet glazed with silicone and secured with snap-in vinyl glazing beads. *In these units both the meeting rail and fixed rail are reinforced with steel"U"channel. **In this unit the stiles utilize an extruded aluminum formed steel channel reinforcement and both the meeting rail and fixed rail are reinforced with steel "U"channel. FBC Section 1707 Materials and Assembly Tests: (1707.4.2 Exterior Windows and Glass Door Assemblies) Test Description Test Location Date Report No. Certifying Technician Uniform Static I February 16,1999 01-34085.01 Adam Fodor ASTM E3aO AM—York,PA NDvember 10,1999 03-36126.01 Adam Fodor Air Pressure November 19,2002 01-43155.01 Joseph A.Reed,P.E. February 16,1999 01-34085.01 Adam Fodor ASTM F588 Forced Entry AM—York,PA NovemberI0,1999 01-36126.01 Adam Fodor November 19,2002 01-43155.01 Joseph A.Reed,P E. Water February 16,1999 01-34085.01 Adam Fodor ASTM E547 Penetration ATI—York,PA November 10,1999 01-36126.01 Adam Fodor November 19,2002 01-43155.01 Joseph A.Reed,P.E. February 16,1999 01-34085D]. Adam Fodor ASTM E283 Air Infiltration AM—York,PA November10,1999 01-36126.01 Adam Fodor November 19,2002 1 01-43155.01 1 Joseph A.Reed,P.E. Design Pressure Ratings: Configuration Glass Maximum Size Design Pressure Ratings Single Hung Window 1/8"Ann.-Air Space-1/8"Ann. Up to 48"X 84" +30.00 psf -,30.00 psf Single Hung Window 1/8"Ann.-Air Space-1/8"Ann. Up to 44"X 62" +45..00 psf 45.100 psf Single Hung Window 1/8"Ann.-Air Space-1/8"Ann. Up to 36"X 62" +50+.00 psf -50.00 psf Single Hung Window 118"Ann.-Air Space-1/8'.'Ann. Up to 3 8"X 60". +50.00 psf.-50.00 psf Single Hung Wir I idow 1/8"Ann.-Air Space 1/8"Ann. Up to 36"x 74" +50.00 psf -50.00 psf Installation and Anchorin2: See reverse side this page Use 1.Evaluated for use in locations adhering to the Florida Building Code and Where Pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed above. 2.For Masonry installations where the sub-buck is less than 1-1/2 inches(FBC section 1707.4.4 Anchorage Methods and sub- sections 1707.4.4.1 and 1707.4.4.2)same diameter Tapcon type concrete anchors must be substituted and the length must be such that a minimum 1-1/4"engagement of the Tapcon into the masonry wall is obtained. Certification: Florida Professional Engineer - Seal No.43409 March 19,2003 /'Otyndon F.Schmidt 19506 French Lace Drive Lutz,FL 33558 SILVERLINE SERIES 2900 EXTRUDED VINYL SINGLE HUNG WINDOW W/ NAILING FLANGE MAXIMUM SIZE UP TO 48" x 84"v 10" MAX. I O.C. ON 4" 7 1 ci #8 x 2" SHEET METAL SCREW, TYP. 4" 10" MAX. #8 x 2" O.C. SHEET METAL SCREW SIDE JAMB *E SILL #8 x 2" SHEET HEAD JAMB #8 x 2" SHEET MErAL SCREW METAL SCREW DWG. #SLSH-411 MODEL DEE19NATION Silverline Series 2900 Single Hung Window ai MAXIMUM OVERALI NOMINAL SIZE Single up to a maximum of 48' x 84" MASONRY LINTEL zai a; 0) 'r, 2.0* MIN.1 DESIGN PREaSURE RATING Anchors: 48" x 84" Positive 30.0 PSF Negative 30.0 PSF 2 44" x 62" Positive 45.0 PSF Negative 45.0 PSF I x 2 1 :P 00 Up to 38"x 60' Positive 50.0 PSF Negative 50.0 PSF FURRING 3 E 5 in C 0 a it) Up to 36'x 74* Positive 50.0 PSF Negative 50.0 PSF rK -J i,) Windows: Design Pressure Ratings Vary, See DRYWALL L'j Corresponding AAMA Test Report or Dade SILICONE a- NOA or Florida PZ Evaluation. CAULK 0 a USABLE CONFIQURATIONS I x 6 SUB—SUCK X GENERAL D.ESCRIPTION The head and side jambs, are extruded PVC. The HEADER El SILICONE CAULK 0, MAX 0.25' 1.25' MIN. wall thickness through which the anchor screw SHIM SPACE EMS. ----------t 6. penetrates in the head and side jambs is O�070". tT\HEAD MASONRY 2.5'x 3116"MIN. C C"I TAPCON TYPE ANCHOR SILICONE CAULK 0 4 0) 0.25 SHIM 1J >Z0 2_5'x 3116'MIN- TAPCON TYPE AN HOR C) Z.0 TE io 0:1 ��i U) SEE NOTE -C 3 BELOW SIDE JAMB C: a SILICONE CAULK CO 0 Z a_ \J� _T 6 SUB—BU K V) LLJ DR INTERIOR SASH TRACK I X 2 I_ C) Zi FURRING AM. 0-25" I MEETING RAIL SHM SILICONE CAULK CTR LINE INSIDE STOOL z 0 SHIM ::) C� SILICONE CAULK _J RTICAL JAMB Li MASONRY 1" x 2"FURRING _J L-I SILL (D > DRYWALL CD z EXTERIOR X SASH TRACK cc SILL 7.625- 00 NO 1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads far Buildings and Other Structures do not exceed the design pressure ratings listed herein. L 1i �J 2. For installations where the sub—buck is less than 1-112'(F6C section 1707.4.4 Anchorage Methods DATL 5/10/02 and sub—sections 1707.4.4,1 and 1707.4.4.2) Topcon type concrete anchors must be used and the sckE N.T.S. length must be such that a minimum 1-114-engagement of the Topcon into the masonry wall is obtained, DWG.BY: TJH 3, When installing a window that is 36"or less in width, the centerline screw of the head may be 0minoted. cW.BY. 4. Wall dressing of exterior flanges By Others, DRAWING NO-: �_48" MAX. OVERALL FRAME WIDTH 5, Adjust Topcon anchor locations, if necessary, to maintain a minimum 2.0"clearance from mortar joints. SHEET SL-404R OF I NA Silverline Series 2900 Single Hung Window 3'x 3116' TAPCON ,n ANCHOR MAXIMUA4 OkEMLL NOMINAL SIZ Single up to a maximum of 48" x 84" MASONRY LINTEL 2 0" TYPE MIN. 1 2 0) CD nESIGN PRESSURE RATING, Anchors: 48" x 84" Positive 30.0 PSF Negative 30.0 PSF FURRING 44" x 62' Positive 45.0 PSF Negative 45.0 PSF .4. a Up to 38' x 60" Positive 50,0 PSF Negative 50.0 PSF - ----- Up to 36' x 74" Positive 50.0 PSF Negative 50.0 PSF u �o .0 0 a U) E DRYWALL z n Windows: Design Pressure Ratings Vary; See CAULK (A Lj 10 Corresponding AAMA Test Report or Oade S'UCDH U C u- NOA or Florida P.E. Evaluation. C a: USARI F CONEIGU&TIONS 0 2 x 6 SLJ9—BUCK 0 '0 a X Uj SILICONE CAULK 0 Z �2 GFNERAJ_ DESCRIPLION: The head and side iambs ore extruded PVC. The HEADER JAMB WAX 0.25" 01 wall thickness through which the anchor screw SHIM SPACE penetrates in the head and side iambs is 0.070". HEAD JAMB 110 x 1 314"PAN HEAD 1.33"MIN. 4 SHEET METAL SCREW EMB. MASONRY 6' SILICONE CAULK A. V. 00 MAX. 0.25* 0 SHIM z; 170 1 314' PAN HEAD -0 SHEET METAL SCREW M��N. C) cb 3" ui SEE NOTE >In CN 3 BELOW (7) 110 x 1 314- SIDE JAMB 'CR 7 71\ q) SHEE!TMETAL SCREW Q� WINDOW FRAME SILICONE CAULK CD Z IL I z TO BUCK 3'x 3116"TAPCON C.D TYPE ANCHOR [;j Z INTERIOR 2 6 SUB—BUCK cn Uj SASH TRACK z " t DRYWALL MAX. 0,25" FU Lr) SHIM SILICONE CAULK MEE77NG RAIL FU IN .25"MIN' CTR LINE EMB. Ln �t INSIDE STOOL a _j (r) p SILICONE CAULK SHIM 0i rfWERTICAL JAM13 LLJ MASONRY I-x 2'FURRING a SILL DRYWALL (D EXTERIOR C11 x SASH TRACK x CN 3- X 3116-TAPCON SILL 7.625" CG BUCK TO MASONRY Z NOTE 1. This installation has been evaluated for use in locations adhering to the Florida Building Code CAM 5/10/02 and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings SCALE MT.& and Other Structures do not exceed the design pressure ratings listed herein, Oft.W: H 2- When installing a window that is 36*or less in width, the centertine screw at the head may be eliminated. cW.BY. R.W. 3. Wall d sing at exterior flanges By Others DRAWING NO.: 48 MAX. OVERALL FRAME WIDTH 4. Adi—t"Topcon anchor locations, if necessary, to maintain a minimum 2.0"clearance from mortor joints. SL-41OR %IM_L OF MODEL DESIGN ATION Silverline Series 2900 Single Hung Window W/ Nailing Flange MAXIMUM OVERALL NOMINAL SIZE; Single up to a maximum of 48- x 84" 1.15" MIN. EMS. 0) EXTERIOR SHEATHING 2x FRAMED HEADER 0 2 OESIGN PRESSURE RATING, Anchors: 48" x 84' Positive 30.0 PSF Negative 30.0 PSF SIDING 18 . 2'SHEET 44" x 62' Positive 45.0 PSF Negative 45.0 PSF METAL SCREW -d C, Up to 38' x 60" Positive 50.0 PSF Negative 500 PSF l5lbs. FELT E - to -C 0 C, U-) Up to 36' x 74' Positive 50.0 PSF Negative 50.0 PSF SEE NOTE 2 0 7- -j 'n DRY WALL (n n Windows: Design Pressure Ratings Vary; See SILICON Corresponding AAMA Test Report or Dade CAULK C� NOA or Florida P.E, Evaluation. u- pl� -0 0 USABLE CONFIGURATJONS HEAD JAMB 'D .9 0 X SILICONE CAULK GENERAL DESCRIP-TION The head and side jombs are extruded PVC. The 114- MAX. SHIM wall thickness through which the anchor screw SILICONE CAULK 4 penetrates in the nailing Flange is 0.070". tT)HEAD JAMB SEE NOTE 3 DOUBLE 2x 114" MAX. SHIM 0 HEADER SILICONE CAULK 0� to SIDING SIDE JAMB 15lbs. FELT ......... SEE NOTE 2 EXTERIOR SHEATHING -C) 10" MAX. N Ci (L I:) cD O.C. L6 jz SIUCONE SEE NOTE 2x STUD-// Lr) M 2x STUD SILICONE CAULK 1) Q)0 Z CL 1/4- MAX. SHIM 18 x 2'SHEET LU METAL SCREW DRY WALL :C SILICONE CAULK U) z LU z 0 SILL TICAL JAMB 0 SILICONE CAULK &0 inz- Q� SEE NOTE 3 C-) Z) 52 LLJ co V) (.D c) S S SI L EC C M C 0 N INSIDE STOOL CAU < SILICONE '- C0 13 a:. R 151bs- FELT FRAMED SILL cr_ C) SEE NOTE 2 DRY WALL Z:) i.- LLJ to -1 SIDING 0 cr- x Z EXTERIOR SHEATHING JB x 2"SHEET Z METALC METAL SCREW C-) C,:: V- 1.15'*MIN. 00 _'�N EMS. G SILL 10- 0.C. -TE: 6103102 NO 7. This installation has been evaluated for use in locations adhering to the Florida Building Code SCAL- N.T.S. and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings DWG.SY.- TJH and Other Structures do not exceed the design pressure ratings listed herein. GHK.BY: R.W. 4- 2. 15lbs. felt must be used as a water barrier. The felt must cover the nailing Flange and anchor screw heads DRAwNG NO: 8" 3. The full perimeter of the window nailing flonge must have a heavy bead of caulk applied to the building SL-41 IR 47MAX OVERALL FRAME WIDTH side before the window is placed in the opening. SHEET I OF I R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valfico,FL 33595 Phone 813.659.9197 Facsimile 813.659.4858 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FS 04-0108.01 Date: January 8,2004 Product Category: Windows Product sub-category: Single Hung Product Name: 2900 Series Model 2910 Manufacturer: Silverline Building Products Corporation I Silverline Drive North Brunswick,NJ 08902 Phone -732.435.100OFacsimile—732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F. Schmidt,P.E.(System ID# 1998)for Silverline Building Products based on Rule Chapter No. 9B-72.070,Method ld of the State of Florida Product Approval,Department of Community Affairs-Florida Building Commission. This product has been evaluated for use in locations adhering to the Florida Building Code (2001 Edition) and where pressure requirements,as determined by Chapter 16 of The Florida Building Code,do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF (See Limitations for size restrictions) See Drawing No.: FL-140 dated January 7,2004 prepared by R W Building Consultants,Inc.and signed and sealed by Lyndon F.Schmidt,P.E.(FL#43409)for specific use parameters. Lyndon F.Schmidt,P.E.14o.43409, January 9,2004 Sheet I of 3 Limitations 1. Tlie 2910 Single,Mulled,and Twin Extruded Vinyl Single Hung Window has been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring windborne debris protection this product is required to be covered with an external protection device that complies with Section 1606.1.4 of the Florida Building Code 2001. 3. Size Limitations: 4. Confizurations MAX.Nominal Width MAX.Nominal Heip-bt Single X 48') 84" Twin XX 88.5 75" *Mulled Double XX 97" 74" *Mulled units can be constructed as double,triple,etc."e single unit cannot exceed 48"x 74". 5. The Design Pressure Rating for the various size units are as follows: Singles Single Unit Size Design Pressure Rating Positive Negative Up to 38"x 60" + 50.0 PSF - 50.0 PSF Up to 36"x 74" + 50.0 PSF - 50.0 PSF Up to 44"x 62" + 45.0 PSF - 45.0 PSF Up to 48"x 84" + 30.0 PSF - 30.0 PSF Twin—Continuous Head and Sill Twin Unit Size Design Pressure Rating Positive Negative Up to 88.5"x 75 +35.0 PSF - 35.0 PSF Up to 76.5 x 63" + 50.0 PSF - 50.0 PSF Mulled—Multiple Singles with 2723 Aluminum Mullion Single Unit Size Design Pressure Rating Positive Negative Up to 38"x 60" + 50.0 PSF - 50.0 PSF Up to 36"x 74" + 50.0 PSF - 50.0 PSF Up to 44"x 62" + 45.0 PSF -45.0 PSF Up to 48"x 74" + 34.0 PSF - 34.0 PSF Lyndon F.Schmid!,-9-1. Nol 43409 January 9,2004 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-140 titled Silverline 2910 Single,Mulled,and Twin Extruded Vinyl Single Hung Window sheets 1 through 7 of 7 prepared by R W Building Consultants,Inc. (Florida Board of Professional Engineers Certificate of Authorization No.9813),dated January 7,2004,with no revisions,signed and sealed by Lyndon F.Schmidt,P.E. B Test 1. Testing per AAMA/NWWDA 10I/I.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-34085.01,dated March 8, 1999,signed by Bruce W. Croak,Project Manager. 2. Testing per AAMA/NWWDA 101/1.S.2-97 and ASTM F 588-97 as performed by Architectural Testing Inc.and reported in test report number,01-35010.01,dated June 18, 1999,signed by Bruce W.Croak,Project Manager. 3. Testing per AAMA/NWWDA 101/1.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-36126.01,dated November 23, 1999,signed by Benjamin E. Myers,Project Manager. 4. Testing per AAMA/NWWDA 101/1.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-43155.01,dated January 6,2003 signed by Joseph A. Reed,P.E.,Director—Engineering Services. 5. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by Issuance of Miami-Dade Notice of Acceptance 03-0523.01, expiring August i5,2007. C Calculations 1 Anchor analysis for loading conditions,prepared,signed,and sealed by Lyndon F. Schmidt, P.E. 2. Mullion analysis for loading conditions,prepared,signed,and sealed by Lyndon F. Schmidt,P.E. 3. Comparison analysis to establish design pressure for units smaller than tested,prepared, signed and sealed by Lyndon F.Schmidt,P.E. 4. Glass Load Resistance Report ASTM E1300-98/00 prepared by Roberto Lomas. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute,Inc., certifying that Silverline Building Product,North Brunswick,NJ is man ufacturi ng7 products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53.- Silverline Building Products ID#S-019-1 Lyndon F.Schmidt, P.E.No.43409 Januaty 9,2004 Sheet 3 of 3 American NEW CONSTRUCTION WINDOW Craftsman STRUCTURAL PERFORMANCE Windows STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOW TEST METHOD WINDOW SIZE AIR INFILTRATION WATER STRUCTURAL E DP RATING SERIES @ 25 MPH RESISTANCE TEST PRESSUR 1000 AAMA/NWWDA 46"x 65" 0.25 CFM 5.25 PSF 52.5 PSF Double Hung 101/I.S.2 101" x 65" N/A N/A 52.5 PSF DP-35 1100/1150 _XA_MA/NWWDA 101" x 76" 0.26 CFM 5.25 PSF +37.5 1-52.5 PSF DP-25 Fixed Lite 101/1.S.2 63"x 78" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 36"x 62" 0.11 CFM 7.50 PSF .75.0 PSF DP-50 2110/2160 AAMA/NWWDA 44"x 62" 0.11 CFM 7.50 PSF 52.5 PSF DP-35 Single Hung 101/I.S.2 52"x 62" 0.11 CFM 7.50 PSF 52.5 PSF DP-35 52"x 73" 0.14 CFM 6.75 PSF 37.5 PSF DP-25 72" x 73" <0.01 CFIVI 10.50 PSF +60.0/-75.0 PSF DP-40 213012180 AAMAiNWWDA 72" x 73" <0.01 CFM 10.50 PSF 45.0 PSF DP-30 Fixed Lite 10111.S.2 72" x 73" <0.01 CFIVI 10.50 PSF 30.0 PSF DP-20 52" x 62" <0.01 CFM NIA 52.5 PSF DP-35 2710/2760 AAMA/NWWDA 52" x 73" N/A 9.00 PSF 90.0 PSF DP-60 Single Hung 101/I.S.2 54" x 90" 0.19 CFM 7.50 PSF 60.0 PSF DP-40 72" x 73" <0.01 CFM 10.50 PSF +60.0/-75.0 PSF DP-40 2730/2780 AAMA/NWWDA 72"x 73" <0.01 CFM 10.50 PSF 45.0 PSF DP-30 Fixed Lite 10111I.S.2 72"x 73" <0.01 CFR* 10.50 PSF 30.0 PSF DP-20 52" x 62" <0.01 CFM N/A 52.5 PSF DP-35 2800 Slider AAMA/NWWDA 72" x 48" 0.06 CFM 5.25 PSF 52.5 PSF DP-35 101111I.S.2 72" x 50" 0.07 CFM 6.00 PSF 60.0 PSF DP-40 36" x 62" 0.13 CFM 7.50 PSF 75.0 PSF DP-50 2900 AAMAINWWDA 38" x 60" 0.13 CFM 7.50 PSF 75.0 PSF DP-50 Single Hung 101A.S.2 44"x 62" 0.13 CFIVI 7.50 PSF 67.5 PSF DP-45 107"x 48" 0.22 CFM 7.50 PSF 52.0 PSF DP-35 107"x 62" 0.22 CFM 7.50 PSF 75.0 PSF DP-50 2950/2960 AAMAINWWDA 87"x 62" 0.08 CFM 7.50 PSF 60.0 PSF DP-40 Fixed Lite 101/l.S.2 34" x 65" 0.18 CFM 7.50 PSF 75.0 PSF DP-50 3000/3900 AAMAINWWDA - 38"x 57" 0.18 CFM 7.50 PSF 75.0 PSF DP-50 Double Hung 1011I.S.2 38"x 65" 0.18 CFM 7.50 PSF 67.5 PSF DP-45 96"x 77" 0.18 CFM 5.25 PSF 45.0 PSF DP-30 108" x 77" 0.18 CFM 7.50 PSF 60.0 PSF DP-35 3050/3060/ A AJNWWDA 395013960 101/1.S.2 60" x 77" 0.01 CFM 7.50 PSF 75.0 PSF DP-50 Fixed Lite The AAMA established standards for structurat Integrity,air Infiltration,water infiltration re-iistance and forced entry resistance. Structural Integrityis the ability,to withstand wind and other dynarnic pressures,This is rated in design pressure(DP). The higher a product's rating design pressure,the greater the amount of wind or pressure the window will withstand. Air Infiltrationtests involve Vie equivalent of 25 mph wind,The lower the air Infiltration rating the better. Water Inliltrationtests a windo%ws ability to resist water leakage through the window frame,sashes.Joints,weather-stripping,etc. No leakage is permitted under this test critreria, rorcea entnris tested by a certified tab technician uslng many different tools to simulate breaking Into a home through the window. Next,"Indows and doors are subjected to hundreds or pounds of force to"to fift or push them open while in the locked position. For more information on American Craftsman Windows,visit us at www.amerlcancraftsmanwin.com or call us at 888-504-0005. ffi§E� American NEW CONSTRUCTION WINDOW STRUCTURAL PERFORMANCE WCraftsman Windows" STRUCTURAL TEST INFORMATION 0 ur wi9dows are tested and certified to the AAMA/NWWDA 101/1.S.2 specification for structural performance. WINDOW TEST METHOD WINDOW SIZE AIR INFILTRATION WATER STRUCTURAL DIP RATING TESTPRESSURE SERIES @ 25 MPH RESISTANCE AAMAINWWDA 1 7 ' x8 ' 1 5.25 PSF 52.5 PS Patio Door 101/I.S.2 1 144" x 80" 0.06 CFM 5.25 PSF 52.5 PSF DP-35 AAMAINWWDA 48"x 30" 0.09 CFM 6.00 PSF 60.0 PSF DP-40 7450 Awning 101/I.S.2 48"x 90" N/A NIA 45.0 PSF DP-30 108" x 30" 0.20 CFM 6.00 PSF 60.0 PSF DP-40 32"x 66" 0.12 CFM 7.50 PSF 60.0 PSF DP-40 7550 AAMA/NWWDA 56"x 48" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Casement 101/1.S.2 56-1/2"x 48" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 60"x 72" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 The AA.MA established standards for structural integrity,air infiltration,water infiltration resistance and forced entry resistance. structural integrityls the ability to withstand wind and other dynamic pressures,This is rated in design pressure(DIP). The higher a product's rating design pressure,the greater the amount of Wind or pressure the window will withstand. Air Infiltrationtests;involve the equivalent of 25 mph wind,The lower the air Infiltration rating the better, Water Infiltrationtests a windows ability to resist water leakage through the window frame,sashes,joints,weather-stripping,etc. No leakage is permitted under this test criteria, %tr)(is tested by a certined tab technician using many different tools to simulate breaking Into a home through the window. Nexi,windows and doors are subjected to hundreds of pounds of force to try to lift or push them open while in the locked position. For more information on American Craftsman Windows,visit us at www.americancraftsmanwin.com or call us at 888-504-0005. American REPLACEMENT WINDOW Craftsman STRUCTURAL PERFORMANCE Windows STRUCTURAL TEST INFORMATION windows are tested and certified to the AAMA/NWWDA 101/l.S.2 specification for structural performance. WINDOW AIR INFILTRATION WATER STRUCTURAL TEST METHOD WINDOW SIZE DP RATING SERIES @ 25 MPH RESISTANCE TEST PRESSURE 300 Molded AAMA/NWWDA 32"x 23" 0.12 CFM 3.75 PSF 52.5 PSF DP-25 Hopper 101/I.S.2 44"x 60" 0.19 CFM 5.25 PSF 52.5 PSF DP-35 1200 AAMA/NWWDA 40"x 72" N/A INIA 45.0 PSF DP-30 Double Hung 101/l.S.2 48"x 77" 0.23 CFM 5.25 PSF 37.5 PSF DP-25 1300 AAMA/NWWDA 60"x 72" 0.06 CFM 7.50 PSF 67.5 PSF DP-45 Fixed Lite 101/I.S.2 4000 AAMA/NWWDA 44"x 60" 0.16 CFM 4.50PSF 45.0 PSF DP-30 Double Hung 101/l.S.2 4100/4400 AAMA/NWWDA 60"x 72" 0.10 CFM 7.50 PSF 75.0 PSF DP-50 Fixed Lite 101/l.S.2 5500 AAMAINWWDA Patio Door 101/I.S.2 5900 Hopper AAMAINWWDA 48"x 31 0.13 CFM 6.75 PSF 37.5 PSF DP-25 10111.S.2 6900 Garden AAMA/NWWDA 101/1.S.2 7400 Awning AAMA/NWWDA 48"x 30" 0.09 CFM 6.00 PSF 60.0 PSF DP-40 11011/113.2 48"x 90" N/A N/A 45.0 PSF DP-30 32"x 66" 0.12 CFM 7.50 PSF 60.0 PSF DP-40 7500 AAMA/NWWDA 56"x 48" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Casement 101/l.S.2 56-1/2"x 48" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 60"x 72" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 8500 AAMAINWVVDA 44"x 62" 0.13 CFM 6.75 PSF 67.5 PSF DP-45 Double Hung 1011I.S.2 870018800 AAMAINWWDA 108"x 48" 0.07 CFM 5.25 PSF 52.5 PSF DP-35 tDoubS Slider 101/1.S.2 108"x 62" 0.09 CFM 5.25 PSF 52.5 PSF DP-35 'i' 9 95100 AAMA/NWWDA 441-x 62" 0.13 CFM 6.75 PSF 67.5 PSF DP-45 le 101/1.S.2 le Hung I The AAMA established standards for structural integrity,air infiltration,water Infiltration resistance and forced entry resistance. Structural Integrityls the ability to withstand wind and other dynamic pressures.This Is rated in design pressure(DP). The higher a product's rating design pressure,the greater the amount of wind or pressure the%Window will withstand, Air Infiltrationtests involve the equivalent of 25 mph wind.The lower the air infiltration rating the b-otter. Water Infiltrationtests a window's ability to resist water leakage through the window frame,sast-ies.,Joints.weather-stripping,etc� No leakage is permitted under this test criteria. Forced entryis tested by a certified lab technician using many different tools to simulate breaking into a home through the window, Next.windows and doors are subjected to hundreds of pounds of force to try to im or push them open while in the locked position. For more information on Silver Line Windows, visit us at www.silverlinewindows.com or call us at 800-234-4228 �RIJM :UXLEY CHBINEI WHREHUUbE FHX NU. :':104&=J,�4448 may. IIJ ;21JUt> 11:;21.:IHM Hi Proposal OXICEY CABINET WAREHOUSE, Date:. 5/1.712005 7037 COMMONWEALTH AVE#$B ' Jacksonville, Fl.32220 (904) WS-V44 Ofte (904)%14S� F4X- (904) 81&1847 MOBILE Submifted To: Job Name: 2001 PROPERTIES 832-846 CAVALLA RD MELLOWOOD MAPLE CABINETS AND LAMINATE TOPS FOR THE KITCHEN AND TWO BATHS INSTALLED. PER UNIT $2,629.00 ADD ON OPTIONS BEVEL EDGE ON TOPS THRO,U*GHOUT $'160700 CROWN MLDG $105.00 STANDARD KNOBS OR PULLS US= ALL MATERIAIA 7W WWWr5ED TO 10 AS SKCWM.TIQ WORI(ABOYE10 BE PERFORMED PER THE ATTACHED DRAWINGS ANIDSPWPICATION SHEET,AND TO BE COMPLETED INAWORMANS"PILIKEMANNIR. TERMS D"T1QN FROM THE ABOVE OKCIFICATIONS,INVO�VM COSTS.WILL 0i EXECUTED ONLY ON WRITTEN ro=m=AN EM%A CHARGE OVER AND A I BOVE THE ESTIMATE OWEN.ALL AGREEMENT$ARE CONTIQCN I UPON ST CONTROL ACCaPTANCE: THE ABQVF-PRICES,SPECIFICATIONS,OONDITIONS,AND PAYMENTTERMS ARE SATISFACTORY AND HFIREBY ACCEPTED. YOU ARE HEREBY AUTHORIZED TO DO THE WORK. ACCEPTED DATA THANK YOU,eILL OXLEY, IT < —24V�& VVF3 30XIfj 2 R. f rr EPF 42VVCR BF3 12BL t x (J V36SD 30 rr 42BCL c cz 398CR 33W cr. rr 76 AII 36X 109 U2 -34 U2 33X )r RBS x F .48 T 30 BIF3 V30 BF3 30 �c C, *DW-Euro 27W %C oz PC CK kL m _7 Client.KEVIN ALGEE MFG:Khchk-Kqmpact November 2004 Plan —A—one- - DoorStAe., MeirowoodMaple :Scale-to-fit Design!KEVIN ALGEE PUN: Dat6:5117105 Dasigrter: Bulder: Page,I �HUM :UXLEY CHBINE1 WHREHUUbL: FHX NU. :'J04b3,�4448 may. 18 ;200t� ll:..51JHM F1,5 A —YU 10 177, E z 2 to ts--if 2 w LU z C I Cni ILI rr C T tz rr -------------- ----------- -------------------- rr c rr X :z tc IS cr kc cc --------------- 00 * ---- ------- DOM cc PC - --------------------- ----------------------- L------------- ---------------- (A ............... LIFG:Mchen Kompact November 2004.. Flnone: lellawood maple View.Persped" le-10-fit �ale [).t._'*'�a'B L14migner Wl 7M Page,I FRUM :UXLEY CHHINI=l WHREHUUbE I-HX NU. :304b3,�4448 may. 18 200t> ll:,51HM Hb ............... .............. CL EA E .5 0 0 M Ali W 0 IL c x r rr < tr rr rr c cr. rr X 7 9B 4: oc PC w L-A 3 —36------------- �--34 112 �KFEAN A�LGEE KWwn Kompact November2004 View:Elevation MFG ptbone: Door Style: Mellowood Maple D!!!9n:KEVIN ALGEE PUN: Date:W7105 Designer Builder: f Page:i SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 -5826 INSPECTION PHONE LINE 247 r Application Number . . . . . 05-00030635 Date 6/27/05 Property Address . . . . . . 832 CAVALLA RD Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 Owner Contractor ----- -------- ----------- ------------------------ ATLANTIC PROPRETY PARTNERS R. B . SEYMOUR ROOFING INC IF 7225 CRANE AVENUE #49 JACKSONVILLE FL 32216 (9 04) 9 93-073 9 ------ -------- - -- ----------------- ------------ -------- ---------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1500 Fee summary Charged Paid Credited Due -- --------------- ---------- ---------- --------- - ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILD ZG OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage @$ persqft= $ Garage Shed @ $ per sqft= $ Carport Porch @$ persqft= $ Deck 'persqft= S Patio persqft= $ TOTAL VALUATION: $ -3 t)o $ Total Valuation I' $ [,Pv C;> 4v Remaining Value $61� per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ 4( C) ZONING: + 1/2 Filing Fee $ P,0 —I . FLOOD ZONE: )Fireplaces@$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER IvIETERJTAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C RADON .0050 $ SECTION H PAVING $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ vc�) GRAND TOTAL DUE: FqC) �qz Cc: CITY OF ATLANTIC BEACH Q� BUILDING / ZONING DEPARTMENT Hig�gins oerr 800 Seminole Road oerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax wwwwab.us PLAN REVIEW COMMENTS AN 2 '�, 200� Permit Application # 05 - !!!0( � v Q, Property Address: 63 -1-5-z— C'41 VAL-L--�\ Applicant: "R - 6. S . t-4(-)0Q-- Project: -Rc— ---?-C)o�P-- — Thi rmit application has been: Approved iewed d he foll tems need attention: /4\v"e SL—�: 'C-'---mr too—) ZCx:-', izz— Please re-submit your application when these items have been completed. Reviewed By: I A,,k Date: V,\-J Date Contractor Notified: CITY OF ATLANTIC BEACH JUN 2 3 2005 ROOFING PERMIT APPLICATION ------ Date: Job Address:— :�,32 ezyalle AOL Owner of Property: Address: ephone-6 Contractor: S'ev WX Llv- State License Number. CCC -OT-46t3 Contractor's Address: S-d/r, yl:;c Telephone: !?!!2 3- 0 1 S!5-P Fax: Scope of Work: 1"l-c r 0 0:3- .'s 1, 4L M ent U U Deck Slope: — 3112- _Greater than 2:12 Less than 2:12 Valuation of work: I ro 0 Product Name(Example: Timberline): 3 4., Manufacturer(Example: GAF): ASTM Designation(s): Required Inspections: S a ing and Final Signature of Owner: Date: /0 y- Signature of Contractor.,�t Date: AS TO OWNEK- Sworn to and subscribed before me this day of 120 Stat5jpf,florida,Count ' Y . jupy of Duval K Haynes Notary's Signature: MYCOWSSION# DD126313 DMS August 19,M RONDED THRU TROY FAIN INSURAM7,INC Personally known Produced identification Type of identification produced AS TO CONTRACTOR: Swom to and subscribed before me this day of .206,5. -1 Jk State of Florida,County of Duval Notary's Signature: Jufie M Haynes MYCOWSSION# DD126313 EXPRES F1 "nally known August 19,2006 DON DED THRU TROY FAIN NSURANC&WC �oduced identification Type of identification producedf��bL- '-�5(,oO�-7,90--'5,2-�)JL�)� 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 1 Revised 2/21/03 _7 CertainTeedCal TeChniCal ProdUCt Data COMMERCIAL ROOFING SYSTEMS FUNTLASTIC8 GTATIVI APP MODIFIED BITUMEN ROLL ROOFING PRODUCTS product Product Use:FLINTLASTIC GTA is designed for use as a roofing membrane over various types Information of substrates for both new construction and reroofing installations. It is suitable for most low sloped roof decks and may be used for roof system flashings including wall treatments, base flashings and field flashings. Limitations. FILINTLASTIC GTA is intended for torch application only and should not be exposed to adhesives or solvent based materials. Rolls should be stored upright, off ground, completely protected from the weather. Roof decks shall be structurally sound, dry, smooth and meet or exceed minimum requirements of the deck manufacturer, local code and CertainTeed. Additional specifications and precautions are contained in the CertainTeed Commercial Roof Systems Specification Manual. Product Composition and Features. FLINTLASTIC modified bitumen membranes are manufactured on state-of-the-art, dedicated roofing lines that were exclusively designed for the production of modified bitumen products. FLINTLASTIC GTA is produced with a high performance, non-woven polyester mat which is impregnated and coated with a superior grade, modified bitumen compound. APPROVED FILINTILASTIC GTA CITY OF ATLA41C BEACH 393/81, X 32'10" Rkill DING OFFICE ve Se One square When applied Iccording to JUN ?,� ZUU5 \Ou CertainTeed's specification) Approximate Weight. 105 lbs. per roll L-P Top Surface: Mineral Granule By: -------- Back Surface: Torchable Polyethylene Film Applicable Standards. FLINTLASTIC GTA is approved by Underwriters Laboratories for use in various Class A, B, and C roof assemblies, with aggregate and other types of optional surfacings, by SBCCI (#2126), ICBO (#ER4887), Factory Mutual, Miami-Dade (NOA #: 03-0827.01, 03-0827.02, 03-0314.02, 03-0314.05, 03-0319.07, 03-0319.11, and 03-0327.06), Florida Building Code Statewide Approval (FL 479), LA Research Report (#25082), and Texas Department of Insurance. Consult CertainTeed, UL, SBCCI, ICBO— ICC, F.M. Miami-Dade, FBC, LARR, or TDI for details. Meets ASTM D6222, Grade G, Type 11 and Canadian General Standards, Technical. Modified Bitumen Coating. Non-oxidized (flux) asphalt, blended with various thermoplastic Data atactic polypropylene polymers and co-polymers. Support Mat. High performance, puncture and tear resistant, non-woven polyester mat. Test Description Test Method Results* Softening Point: ASTM D36 310OF Tensile Strength: ASTM D5147 @ 73.4+/- 3.60F MD/XD 106/92 lbs./*l @ 0+/- 3.60F MD/XD , jLt3 Elongation: ASTM D5147 @ 73.4+/- 3.6'�F MD/X 722 @ 0+/- 3.6'F MD/XD 20%/22% Dimensional Stability. ASTM D5147 MD/XD 0.5%/0.3% Low Temperature Flex: ASTM D5147 Pass @ 8*F Compound Stability: ASTM D5147 2507 Thickness: ASTM D5147 4.2mm (168 mils) Tear Strength: ASTM D5147 @ 73.4+/- 3.60F MD/XD 120/95 lbs. *NOTE:Published results are nominal production values confirmed by independent laboratory testing. Product FILINTLASTIC modified bitumen roofing systems shall be applied in accordance with installation Application procedures contained in the CertainTeed Commercial Roof Systems Specification Manual. The following information is intended for general information purposes only and is not all-inclusive. Preparation:Substrates to receive a roof system shall be firmly attached, smooth, dry, clean and free of sharp projections and depressions. Substrates requiring priming shall be primed with asphalt primer such as CertainTeed's FlintPrime'and be allowed to completely dry. Substrates shall provide positive drainage. Roof shall be tapered to drains. Installation. Install one ply of GLASBASE or other CertainTeed approved alternate base sheet lapping 2" on sides and 4" on ends. Base sheet shall be mechanically fastened to nailable substrates, and either solid or spot mopped in hot asphalt to non-nailable or insulated substrates as specified in the CertainTeed Commercial Roof Systems Specification Manual. Apply base sheet in such a manner to provide and maintain a minimum 6" offset between side and end laps of base ply and FLINTLASTIC finishing membrane. Over the base ply, install one ply of FLINTLASTIC GTA lapping 31/4" on sides and 6" on ends with end laps diagonally staggered not less than 3 feet apart. Side and end laps should be inspected to ensure a minimum 3/8" flow of modified compound has been achieved. Precautions. Cold weather applications require special handling to prevent damage to the rolls and to ensure satisfactory installation. Do not apply roofing systems over improperly prepared substrates or substrates which contain moisture, Follow all safety recommendations relating to the use and maintenance of liquid propane gas torches and equipment. Refer to the CertainTeed Commercial Roof Systems Specification Manual for additional safety information. Maintenance: FLINTLASTIC Roof Systems do not require any additional maintenance beyond normal yearly roof maintenance procedures. CertainTeed recommends regular roof maintenance and inspection to determine the condition of drains, flashings and other similar items, and to prolong the life expectancy of the roof system. Warranties CertainTeed offers a number of different types of Roof Membrane Warranties designed to meet the building owner's specific requirements. Please contact your nearest CertainTeed office for additional information and requirements. Technical CertainTeed provides technical assistance in the design, selection, specification and application Assistance and guidelines for all CertainTeed Roof Systems. Architectural and field representatives are available Services for consultation within each region. For more information, contact CertainTeed's Customer Support at 800-233-8990, or the CertainTeed regional offices listed below. Caution: Torch application of this product may create a risk of FIRE, including SMOLDERING FIRES. Fire Hazard The roofing applicator is solely responsible for ensuring and enforcing safe and proper application of CertainTeed's roofing products by competent and qualified personnel. Only properly trained roofing professionals are authorized to install this product. Never apply flame directly to combustible materials or allow the flame to enter into hidden or protected areas that may contain combustible materials. Follow all local code requirements. Have a Class A-B-C fire extinguisher available to each applicator. Thoroughly inspect the job site whenever torching equipment has been used. Be certain that all chances of a fire have been eliminated. Refer to the CertainTeed Commercial Roof Systems Specification Manual, Midwestern Roofing Contractors Association (MRCA) CERTA program, National LP Gas Association, National Roofing Contractors Association (NRCA), National Fire Protection Association (NFPA), and Asphalt Roofing Manufacturers Association (ARMA)for further information and safety recommendations. 11,1,t Swedesford Rd. West Region South Region Lake Central Region North Region CertainTeedE P.O.Box 860 6400 Stevenson Blvd. 5525 MacArthur Blvd. 11519 US Route 250 North Riverbridge COMMERCIAL ROOFING SYSTEMS Valley Forge, PA 19482 Fremont,CA 94538 Suite 900 Milan,OH 44846 Industrial Center (610)341-7000 800-955-0811 Irving,TX 75038 800-432-9256 800 W.Front Street Sales Support Group 510-438-0271 fax 800-333-ROOF(7663) 419-499-4337 fax Chester,PA 19013 WWW.certainteed.com 800-233-8990 972-580-5645 fax 866-297-ROOF(7663) 610-874-6170 fax 0 2000 CertainTeed Corporation Rev 1/05 COMM-020 CertainTeedCll Material Safety Data Sheet 0mintercial Roofing Product Category: Flintlasticg GTA- Page: 1 of 2 White & Black Diamond GTA` Date Prepared:August 1994 MSDS#6 1. PRODUCT AND COMPANY IDENTIFICATION Product Name(s): Flintlastie GTATI FlintlasticO GTA-FR` FlintlasticO White Diamond GTA' Flintlastie Black Diamond GTATI Product Description: Asphalt rolled roofing with granules and bitumen. Manufacturer Emergency Numbe CertainTeed Corporation Technical Service 1-800-345-1145 750 E.Swedesford Road PO Box 860 Valley Forge, PA 19482 2. COMPOSITIONANIFORMATION ON INGREDIENTS Components Percent CAS ACGIH/TLV OSHA/PEL Petroleum Asphalt 40-60 8052-42-4 5 mg/ml 5 mg/ml Sand/Granules Silica 10-35 14808-60-7 1 Mg/M3 10 ma/m % S'02+2 Polyester/Polyamide <5 25038-59-9 10 Mg/M3 15 Mg/M3 25038-54-4 10 Mg/M3 15 Mg/M3 Limestone 3-7 1317-65-3 10 mg/m, 15 mg/ml Note: Limestone may contain up to 1.5% crystalline silica. 3. HAZARDS IDENTIFICATION Emergency Overview These products in normal use and transportation pose no emergency threat. If the material catches on fire, smoke may occur due to the combustion of the materials. Potential Health Effects Sand may contain free crystalline silica. Prolonged exposure to respirable free silica can cause silicosis. IARC finds"limited evidence for the carcinogenicity of crystalline silica to humans." Petroleum asphalt fumes may cause respiratory irritation. //jH Dr COLLLCTIO CertainTeedll C 2000 CertainTeed COrporation A Product Category: Flintlastie GTA` Page:2 of 2 White & Black Diamond" GTA` Date Prepared:August 1994 MSDS #6 4. FIRST AID MEASURES if a foreign body enters the eyes, flush with water for 15 minutes or until irritation subsides. For skin irritation, remove clothing and wash skin thoroughly with soap and water. 5. FIRE FIGHTING MEASURES Use water,foam, CO2 or dry chemical extinguishers to contain fire.Wear self-contained breathing apparatus to avoid smoke inhalation and lack of oxygen. Incomplete thermal oxidation can produce hydrogen cyanide, carbon monoxide, and ammonia. 6. ACCIDENTAL RELEASE MEASURES Not applicable. 7. HANDLING AND STORAGE Avoid flame, excessive heat and oxidizers. 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Wear leather or cloth gloves and eye protection to avoid abrasion. If exposure to excessive dust or if asphalt is heated, wear a NIOSH/MSHA approved respirator. 9. PHYSICAL AND CHEMICAL PROPERTIES APP modified roll roofing membrane with granules.Granules may vary in size and color. 10. STABILITY AND REACTIVITY The products are stable.Asphalt may react with strong oxidizing agents.Avoid contact with acids. 11. OTHER Silica is listed by [ARC as a suspect carcinogen. Disclaimer:The information set forth above is based on information which CertainTeed Roofing believes to be accurate. No warranty, expressed or implied, is intended.The information is provided solely for your information and consideration and CertainTeed assumes no legal responsibility for use or reliance thereon. COMM-059 JON-23-2005 17:14 AIR MORTGAGE LLC 9042477475 P.02 E040001065943 ARTICLES OF ORGANIZATION OF ATLANTIC PROPERTY PARTNERS,LLC ARTICLE I NAKE The name of the Limited Liability Company is Atlantic Property Partners, LLC, (the"Limited Liability Company"). ARTICLE II EXISTENCE AND DURAIION The existence of the Limited Liability Company shall commence on filing of these Articles of Organization and its existence shall be perpetual unless it is earlier dissolved as provided in its Operation Agreement or by operation of the Florida Limited Liability Company Act. ARTICLE III BUSINESS AND MAILING ADDRESS The initial address and mailing address of the Limited Liability Company is 708 N. 3"St.,Jacksonville Beach, FL 32250. ARTICLE IV REGISTERED OFFICE AND AGENT The name of the initial registered agent of the Limited Liability Company in the state of Florida is John McE Miller. The registered office of the initial registered agent in the state of Florida is located at 333 First St. N. Suite 305, Jacksonville Beach, Florida 32250, H040001065943 JON-23-2005 1?:14 AIA MORTGAGE LLC 90424774?5 P.03 H040001065943 ARTICLE V MANAGEMENT The management of the Limited Liability Company is reserved to its members. The name and address of the initial members of the Limited Liability Company is: Richard M. Ing, §fiJaRtJfiB2ap,p0YLA1Jfymjjd pauJj12Ati7%Stfi: eac &Ailia T U c I ttO a c ac ft'12�15 ARTICLE��I ADMISSION OF ADDITIONAL MEMILRS The members of the Limited Liability Company shall have the right to admit additional members on the majority vote of the members. ARTICLE VII CONTINUATION OF LIMIJED LIABILITY COMPANY The remaining members of the Limited Liability Company shall have the right to continue the business in the event of the death, retirement, resignation, expulsion, bankruptcy, or dissolution of a member on such terms and conditions as the members may agree, ARTICLE VIII OPERATING AGREEMENT An Operating Agreement of the Limited Liability Company may from time to time,as may be necessary, be adopted, repealed, amended or altered, or a new Operating Agreement adopted,by the members of the Limited Liability Company. IN WITNESS WHEREOF,, the undersigned member has made and subscribed to these Articles of Organization this 0 day of J&i 2004. ILI Z'rgZe ?mWber,*'Rn'Ymon A. H040001065943 TOTAL P.03 JON-23-2005 17t13 AiA MORTGAGE LLC 9042477475 AIA Mortgage, LLC Email: info@alaloans.com 7 MA 1328 North Third Street Phone: (904) 247-7414 Jacksonville Beach, FL 32250 Fax: (904) 247-7475 M"iAl Website: www.alaloans.com ,,r-A n A I To: V I From-. Fax: Pages: Phone: Date: Re: CC: 0 Urgent L3 For Review C] Please Comment 0 Please Reply EJ Please Recycle CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC REACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029171 Date 10/19/04 Property Address . . . . . . 832 CAVALLA RD Tenant nbr, name . . . . . . 832-846 CAVALLA ROAD Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ATLANTIC PROPERTY PARTNERS INC OWNER 832 CAVALLA ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 247-7443 ---------------------------------------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERNff1r IS APPROVED ONLY IN ACCORDANCE WrM ALL CIW OF ATWMC BEACH ORDINANCES AND THE FLORIDA BUILDING^ES. BUILDING OFFICL4LL CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION Date: 10/19/04 Job Address: 832-846-Cavalla Rd Owner of Property: Atlantic Property Partners, hic. Address: 708 Third St.N Jacksonville Beach,FL 32250 Telephone: 247-7443 Legal Description: Block Number: 26 Lot Number: —7 Zoning District: Contractor: State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: C I eco oj� G ry U-0 Present use of land or building(s): mo 00 S.;n�2 Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? 1K 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. XNO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as ai)l)roi)riate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all info tion provided with this application is correct. Signature of Owner:=,�l Date: / �, L �., 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. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page I Revised 1/14/03 Signature of Contractor: Date: Address and contact infomiation of person to receive all correspondence regarding this application(please print). Name: Mailing Address: _7(3Q> fir�iA (\j -TCLk �,jJ1P_ 'a0_CCj-\ , 32_2��O_ Telephone: 2-41 - 7 LH 3 Fax: 2Q-7 , 7q-7 E-Mail: AS TO OWNER: Swom to and subscribed before me this day of C_')Q --t 2". State of Florida,County of Duval Notary's Signature: MycoMMISSION# DD12631 Julie M.Haynes S Z. 5 EXPIRES Nersonally known August 19,2006 BONDED THRU TROY FAIN INSURANC�INC El Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signature: F-1 Personally known F-1 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 OPERATING AGRE EMENT of ATLANTIC PROPERTY PARTNERS, LLC 1. ORGANIZATIONAL MATTERS 1. Formation. The Company's records book contains a copy of its formation document filed with Florida. 2. Name and Purpose. The Company's formal name is stated above. The Company may do business Linder a different name by complying with applicable fictitious name or assumed name laws. Z__ The Company has been formed to conduct all lawful business activities chosen by its management. The Company's purpose will be to acquire residential property in the North Florida Area. The initial purchase will consist of 7 townhouses on Cavalla Drive,Atlantic Beach,Florida. It is the intention of the Company to acquire future properties that offer high appreciation opportunities and which have start up positive cash flow. The Company for the purpose of renovation and enhancement will maintain all profits during the first three years of ownership of a property. 3. Registered Office and Agg!Lt. The Company's registered office and/or agent may be changed whenever approved by its management. 4. Duration of Compan . The Company's duration shall be perpetual, unless otherwise provided by law, by the dissolution provisions of this document, or by the Company's formation document filed with Florida. 11. MANAGEMENT The Company will be member-managed, unless otherwise provided in its formation document filed with Florida. The initial managing members shall be Richard M.Riley,Raymond A. BreaUlt, and Arthur R. Porcelli, 111. if the Company is manager-managed, the Company's management will be elected each year at the annual membership meeting. Management decisions will require the approval of members holding a majority of membership interests (if member- managed) or the approval of a majority of managers (if manager-managed), unless otherwise provided by applicable law, by other provisions of this document, or by the Company's fori-nation document filed with Florida. Action required or permitted to betaken at a management meeting may be taken pursuant to written consent. Action by written consent may be taken without a meeting, without prior notice, and without a vote. 111. MEMBERSHIP 1. Non-liabilitvof Members. No member of the Company shall be personally liable for the expenses,debts, obligations or liabilities of the Company,or for claims made against the Company. 2. Reimbursement for Organizational Costs. Members shall be reimbursed by the Company for oroanizational expenses paid by the members. The Company shall be authorized to elect to deduct organizational expenses and start-tip expenditures as permitted by applicable law. 3 3. Membership Interests. A member's membership interest in this Company shall be expressed as the percentage equivalent of the number that results from the following fraction: the total of a membeCs capital account as the numerator and the total of all capital accounts of all members as the denominator, except as otherwise specifically described herein or in actions subsequently taken by the Company. 4. Membership Voting. Members shall vote in proportion to their membership interests in this Company,unless otherwise required by applicable law or by the Company's formation document filed with Florida. A matter shall be approved if a majority of the membership interests vote in favor of the matter. 5. Compensation. Members shall not be paid as members of the Company for perforn-ling any duties associated with such membership. Members may be paid, however, for any services provided in any other capacity for the Company, whether as managers, officers, employees, independent contractors or otherwise. 6. Membershir)Meetings. The Company shall hold an annual membership meeting on the first Tuesday of May, or at the time and place decided by management and communicated to all members between 30 and 60 days before the regular meeting. In addition, any member may call a special membership meeting at any time by communicating to all other members the plan to schedule a special meeting, Notification of membership meetings may be in person, in writing, by telephone, by facsimile, or by any other form of electronic notice reasonably expected to be received by all of the members. Special membership meetings shall take place at the time and place stated in the meeting notification. Any business may be discussed and conducted at membership meetings. Membership meetings may be held without the attendance of all members as long as members holding a majority of membership interests attend the meeting. Written notice of the decisions or approvals made at all membership meetings shall be mailed or delivered to each non- attending member promptly after the meeting. Written minutes of the discussions and proposals at a membership meeting, and the votes taken and matters approved at such meeting, shall be taken by one of the members or a person designated at the meeting. A copy of the minutes of the meeting shall be placed in the Company's records book after the meetina. Action required or permitted to be taken at an annual or special membership meeting may C) be taken pursuant to written consent. Action by written consent may be taken without a meeting, without prior notice, and without a vote. 2 7. Membership Certificates. The Company may issue certificates representing membership interests (also called units) in the Company. Each certificate shall show the name of the Company, the name of the member, and any additional information considered appropriate by management. Each membership certificate shall be consecutively numbered and signed by two members,managers or officers of this Company. In addition to the above infortriation, all membership certificates shall bear a prominent legend referring to any applicable transfer restrictions. IV. TAX AND FINANCIAL MATTERS 1. Tax Treatment. It is anticipated that this Company will not be treated as a Company Linder federal income tax law. Instead,this Company will be treated for federal income tax purposes in the same manner as a membership, unless there is only one member, in which case the Company may choose to be disregarded as an entity for federal income tax purposes. It is further understood that the members do not consider each other members or joint venturers, except for federal and state income tax purposes. 2. Annual Income Tax Returns and Reports. Within 75 days after the end of each tax year of the Company, a copy of the Company's state and federal income tax returns for the preceding tax year shall be mailed or otherwise provided to each member of the Company, together with any additional information and forms necessary for each member to complete their individual state and federal income tax returns. 3. Bank Accounts. The Company�s management shall designate one or more banks or other 4:1 Z7 institutions for the deposit of the funds of the Company, and shall establish such accounts as are reasonable and necessary for its business and investments. 4. Distributions. The Company will distribute to the members every year sufficient cash from the Company's profits to cover their projected income tax liability for their distributive share of items reported by the Company in Schedule K-1,unless all of the membership interests vote against such distribution. All other distributions of the Company's profits will be made from time to time when and if approved by a majority of the membership interests. V. CAPITAL 1. Capital Contributions by Members. Members shall make the initial capital contributions of cash,property or services approved by a unanimous vote of members. The initial contribution of each member shall be $12,500.00. . 2. Additional Contributions by Members. The members may agree from time to time by unanimous vote to require the payment of additional capital contributions by the members by a mutually agreeable date. No Interest on Capital Contributions. No interest shall be paid on funds or property contributed as capital to this Company,or on funds reflected in the capital accounts of the members. 4. Cqpital Account Bookkeeping. A capital account shall be set up and maintained in the records book of the Company for each member. The records book shall reflect each member's capital contribution to the Company, increased by each member's share of profits in the Company, decreased by each member*s share of losses and expenses of the Company,and adjusted as required in accordance with applicable provisions of the Internal Revenue Code and corresponding income tax regulations. The Company shall maintain all books and records and provide each Member with financial statements no later than -3)0 days after the close of each quarter. 5. Allocations of Profits and Losses. No member shall be given priority or preference with respect to other members in obtaining a return of capital contributions,distributions or allocations of the income, gains, losses, deductions,credits or other items of the Company. The profits and losses of the Company, and all items of its income, gain, loss, deduction and credit, shall be allocated to members according to their membership interests. 6. Allocation and Distribution of Cash to Members. Cash from the Company's business operations, as well as cash from a sale or other disposition of the Company's capital assets,may be distributed from time to time to the members in accordance with their membership interests,as may be decided by a majority of the membership interests. 7. Advances bv Members. If the Company does not have sufficient cash to pay its obligations, any member may agree to advance all or part of the needed funds as a loan to the Company on terms acceptable to the Company's management. Any such advance shall be treated as a loan to the Company and shall not constitute an additional capital contribution. VI. MEMBERSHIP ADMISSION AND TRANSFER 1. Admission of Additional Members. No person may be admitted as an additional member unless the admission is approved by a majority of the membership interests and the additional membership interest is purchased by such person for fair consideration. 2. Restrictions on the Transfer of Mernb��hi . Members may not transfer their membership interests in the Company unless all of the membership interests approve the admission of the transferee into this Company. Further,members may not encumber a part or all of their membership interests in the Company by mortgage, pledge, security interest, lien or otherwise, unless the encumbrance has first been approved in writing by the Company's management,which approval may not be unreasonably withheld. Notwithstanding the above provisions, members may assign an economic interest in their membership interests to any other person without the approval of the other members or managers. Such an assignment shall not include a transfer of voting or management rights in this Company,and 4 the assignee shall not become a member of the Company. If a Member(the"Selling Member")desires to dispose of any of his/her membership interest, or has received either an offer, or a written acceptance, as the case may be, for the bona fide purchase, on an arms-length basis, of all, but not less than all, of his/her shares, then the Selling Member shall give written notice and a copy of the offer or acceptance, as the case may be, disclosin g the identity of the purchaser and the terms, conditions, and purchase price thereof (collectively, the "Offer Notice") to the Company's managing members and to the other members (the"Non-Selling Members"). The Offer Notice shall contain a full description of the purchase price and the terms and conditions of the proposed share disposition and shall constitute an offer by the Selling Member to sell all, but not less than all, of his/her shares first to the Company"s managing members and then to the other Non-Selling Members, in accordance with the terms set forth in the Offer Notice and the other provisions hereof, in priority as stated hereinafter. In the event a member wishes to sell his/her interests,he/she is to offer the first right of refusal to the Company's managing members. Each managing member will have the option to acquire 1/3 of the offered membership interest. In the event one or more of the managing members does not wish to exercise the option,the remaining managing members may acquire all of the membership interest. If no managing member wishes to exercise the option,or if the managing members do not purchase all of the interest offered, then the Selling Member's interest,or remaining portion is to be offered to the remaining members. The Selling Member's interest will be sold proportionately between those members that express an interest, in proportion to their then existing membership interest. If no member is interested in purchasing the selling member's interest, the offer shall be made to individuals outside of the Company upon the same terms. Admission of new members shall be subject to the terms of this section. IfSelling.Member's interest is purchased by any member,the price paid will be the original investment plus an annualized interest rate of 7,50%. VII. DISSOLUTION 1. Dissolution of the Company. Unless otherwise provided by applicable law or by the Company's formation document filed with Florida,this Company shall be dissolved upon the first to occur of any of the following events; (a)written agreement of a majority of membership interests to dissolve the Company, (b) entry of an order of dissolution by a court with jurisdiction over the Company, or (c) upon the sale of all property owned by the Company. 2. Liquidation. After dissolution of the Company, its management shall diligently wind up and liquidate the business and affairs of the Company. The Company shall pay for all expenses of liquidation. VIII. GENERAL PROVISIONS 1. Officers. The Company's management may appoint officers, such as a President, Vice President, Secretary and Treasurer, who shall have the responsibilities generally accorded to their positions, subject to the right of management to modify the responsibilities of such positions. Persons who fill these positions need not be members or managers of the Company. The officers 5 may be compensated or noncompensated according to'the nature and extent of the services provided by such officers. 2. Records. The Company shall keep at its principal business address a copy of all proceedings of membership meetings, as well as books of account of the Company's financial transactions. A list of the names and addresses of the current membership of the Company also shall be maintained at this address, with notations on all transfers of economic interests to nonmembers and transfers of membership interests to persons admitted into membership in the Company. A list of the name and address of the Company's management staff shall also be kept at this address. Copies of the Company's formation document filed with Florida, a signed copy of this document, and the Company's tax returns for the preceding three tax years shall be kept at the principal business address of the Company. Any member or manager may inspect any and all records maintained by the Company upon reasonable notice to the Company. Copying of the Company's records by members and managers is allowed,but reasonable copying costs shall be paid for by the requesting member or manager. 3. A I Necessa[y Acts. The members,managers and officers of this Company are authorized to perform all acts necessary to perfect the organization of this Company and to carry out its business operations expeditiously and efficiently. The Company's management may certify to other businesses, financial institutions and individuals as to the authority of one or more members, managers or officers of this Company to transact specific items of business on behalf of the Company. 4. Management of Properties. The Company will use 2001 Enterprise Management Corp. as property manager. 2001 EMC will collect all rents,pay all debts,prepare quarterly financial statements,oversee all insurance, legal filings,inspections,will see to tax return preparation,arrange for tenant move-in-outs, ordering of repairs and maintenance. Not included is the cost of the actual repairs and maintenance, appliances, etc. The fee paid 2001 EMC is 10% of the rents collected. Managing Members shall be specifically authorized to make any and all changes and revisions with respect to property management. 5. Property Acquisition. In the event the Company identifies additional property to be purchased, a pro forma will be presented to the members showing the contribution needed by each member. It will require a majority of the membership interest to proceed with the acquisition. If a member does not wish to further participate, his/her additional participation can be offered, first to the managing members, second to other limited members, and finally to individuals who will then become new members. Membership interest will be adjusted to reflect the change in contributed capital. Property can be sold or purchased upon a majority vote of the members (based upon membership interest). 6. Amendment. This document shall not be amended, modified or replaced except by a written instrument approved by a majority of the membership interests. I certify that the Company's member ave adopted the term,. of this document. Se ry W Date: , 2004. 6 MINUTES OF FIRST MEETING OF MEMBERS OF ATLANTIC PROPERTY PARTNERS, LLC The first meetina of the Members of the above captioned Limited Liability 0 Company was held on the date, time and at the place set forth in the written Waiver of Notice signed by all the Members, fixing such time and place, and prefixed to the minutes of this meeting. There were present the following: Richard M. Riley Raymond A. Breault Arthur R. Porcelli, 11 being all the Members. The meeting was called to order by Raymond A. Breault. It was ID moved, second and unanimously carried, that Richard M. Riley act as Temporary Chairman, and that Raymond A. Breault act as Temporary Secretary. The meeting then proceeded to the election of managers. Upon nominations duly made and seconded, the following were elected and qualified: President: Richard M. Riley Secretary/Treasurer: Raymond A. Breault Vice-President: Arthur R. Porcelli, 11 The Operating Manager of the Company thereupon assumed the Chair, and the Secretary of the Company assumed his duties as Secretary of the meeting. The Secretary presented to the meeting: 1. Copy of the Articles of Organization. 2. Copy of the proposed Operating Agreement of the Company. Upon motion duly made, seconded and unanimously carried, it was RESOLVED, that the Articles of Organization and the Operating Agreement be and they hereby are approved and adopted as and for the Company seal of this Limited Liability Company, and that an impression thereof be made on the margin of these minutes. There was presented in the meeting a Sipecimen of a proposed certificate to represent the ownership of an interest in the company, Upon motion duly made, seconded and unanimously carried, it was RESOLVED, that the specimen form of certificate which has been presented at this meeting be, and the same hereby is, approved and adopted as the certificate to represent the ownership of an interest in the company, and it was further RESOLVED, that the specimen certificate so presented to the meeting be annexed to the minutes thereof. There was presented to the meeting a proposal to issue units of ownership in the Company. A discussion followed: The banking arrangements of the Company were then discussed. After discussion, on motion duly made, seconded and carried. The President and Treasurer shall be authorized to conduct banking relationships with such institution(s) as they may deem appropriate. A conformed copy of such Secretarial Certificate was ordered annexed to the minutes of the meeting. Upon motion duly made, seconded and unanimously carried, it was RESOLVED, that upon receipt of consideration therefore certificates representing ownership in the company be issued by the Secretary as follows: Name and Address Interest in the Company Richard M. Riley 16.666% 306 Plaza Atlantic Beach, FL 32233 Raymond A. Breault 16.666% 214 Seventh St. Atlantic Beach, FL 32233 Arthur R. Porcelli, 11 16.667% 4" St. Atlantic Beach, FL 32233 and it was further RESOLVED, that the managers of the Company be, and they hereby are, authorized, empowered and directed to take any and all steps, and to execute and deliver any and all instruments in connection with carrying the foregoing resolutions into effect. There being no further business to come before the meeting, upon motion duly made, seconded and unanimously carried, the same was adjourned. S 4cr ar"yv & Attest: Members: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027396 Date 12/15/03 Property Address . . . . . . 832 CAVALLA RD Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2100 Owner Contractor -- -- - ---- --- - - - - -- - --- - - - - - - - - - - - - - -- --- - -- - - - - - PINNACLE VENTURE LLC BRC HIGH TECH ROOF DIV. INC . 2449 FALLEN TREE DR E . 6372-6 GREENLAND RD . JACKSONVILLE FL 32246 JACKSONVILLE FL 32258 (904) 221-8281 (904) 288-0431 ------ --- ---- -- - - - - - -- - - --- -- - - - - ---- --- -- - -- - - - - - - - - - - - - - - -- - - - - -- - -- - - ---- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 68 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 2100 Fee summary Charged Paid Credited Due ------- ----- - ---- --- - - ----- - - - - - -- --- - - - -- - - - -- -- - - - - -- -- Permit Fee Total 68 . 00 68 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 68 . 00 68 . 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 TIES PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Dec 10 03 03: 06p Informmt-Lion S!jstems 247-5845 P. 1 CITY OF AT LANTIC BEACH P ROOFING PERMIT APPLICATION Date: Job Address: R32- aa,� AwtIj OW7!er(-TrPrc.'perty:_ PIXAIAC Lr- JJOVn/j!�1� - Address: �?q 4q -TQ�i 062 r,-- jAX,F1 3 elephone. I,- I _ !�ff Contractor: c—H ch State License Nlunnber:cLc 6 61?�L 3 �Ily Contracter's Address: 6 3 2- Z- Telephone: 0 *4 ---'A=Z j 5:2- Fax: 2,, J-mr Scope of Work: Deck Slope: n':12 less than 2.)41 �,(jreater a Valuation of work: R 1L) a C I S-7 4"eAj Product Name(F.xaTqP1 T,,�in ,,oe- e) Manufacturer(Example: GAFI: Required Inspections: She ingand7F1,,,.1 Signature of 0wrier: X110i, 40) Signature of Conzac.,or: 1/vLA, Daite: AS TO 0 WNT-F- Sworri to znd subscribed before me this --dayof L State offloTjda,County of Daval Notary's Signatur TRICIA SHINNEMAN # ersonalh,krown `*'--MY CONWISSION# 00 207401 d 00 EXPIRES: April 30,f2OO7 Produced identification Type of identificatioa produced AS TO CON77RACTOR: Sworn+o and subscribed befory me this day of State of Florida. Ccuity of Duval Notary's signEture; EVELYN LOFrON J?4rsinafly known MY COMMISSION#DD 208426 2"Prodv-,ed identifIcation EXPIRES:June 14,W Type of identification produce� Bonded Thru Notary I'Mic Underwriters 300 Seminole Road Atlantic Beach,.Florida 32233-5445 Page I Telephone, (904)247-5800 Fax: (904)247-5845 -http://www.ci.2tiantic-beseLi.fl.us-�&vl sed Z,'2 1,05 CITY OF ATLANTIC BEACH Cc: 01 �LH I BUILDING / ZONING DEPARTMENT 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C3- 7-7,F�q Property Address: R3'z Rota,-0 Applicant: f3fZC- -Rr-)c* Dky Project: Rqz- -tz�n f=- 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: 4- Date: -z I.-, CIT7 OF 2LT LLN T I C BEx%CF- PER.HIT ..C-;LCULAT ION SZEET Heated Squace Factage M e r sq t e S h.ed Per scr -Ca ;�er scl Deck mer sq ft 2 at a er : sc f t TOTAL VALUATLOY: ..s ob 315 Total VaL*at * U . Lan rc .-Relma-imirig ya.1 Ue d per thousar partion' --thereof N G TOTAL ZU.1L.brL . FEE +-�.L/2 Fil.img', F'ee 41L F-i;7epi a.ces S t ...,BU I U INC. PEMtI T FEE W.A.TER IMZLZ�-C.T..FEE SEWER. I-aTER-/TA.? CAP I TAL� IM.P RO.VF-MENT. ..SEWER TAP. -RAI)ON . (H-as ) .0050. , s . H PI;6VING sH. CROSS CONNECTZON �SUF CH-A.RGE .0050 . GMZM TOTAL DUE AL ?,'-IU4-ZTS OR .-FF.ZS :,'Kec amical Septic TAXI.k-; well Sign, 'Fizish FICor Elevat-ica Survey ;. .other CALCULATro'L'is a-rld/cz, NOTES : �")ATE: -------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 23�s WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATI!��FACTORY : SINCERELY, BUILDING INSPECTION DIVISION cc: FILE OIL CITY OF ATLANTIC. BEACH, FLORIDA A80ro"d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- it 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. C ES AND CITY OF ATLANTIC BEACH ORDINANCES. i�4k Y'v s v-t&' ELECTRICAL FIRM: MASTEF m Big Jounnyma NAME -ADDRESS: A32, R X.. SLOG.SIZE Ns FIELty----Apr.( COMM. PUBLIC INDUIL NEW 1 1, OLD I AODITION I TRAILER I I TEMP.I SIGNSII B&FT.-- fig SERVICE: NEW INCREASE REPAIR 10< CONO4)CTQR Size AMPS lift I ALMS VMTCH OR ISREA VOLT XER p" EXIST w VIDLT -,$ERV.SIZE AMPS PH- -RACEWAY FEEDERS NO. moo �O. alz TOTAL LIGHTING OUTLETS CONCEAUD OPiN RECEPTACLES CONCEALED OPEN MAL 1 0.00 AMPS- Am". INCANDESCENT FLUORESCENT a M.V. APPLIANC99 BELL TRANSF. 0*100 A!Lp 0. 1 ovffR AIR H.P.RATING H.P.,RATING CONDITIONING COMP.MOTOR OTHER MOTOR AMPS �CEIL HEAT: KW44EAT oVl* VOLTAGE PHS MOTORS H.P. VOLTAGE PHS NO. IWISCILINNIf lus I S!,t'Z7 v TRANSFORMERS: "I UNDER 6WV. OVER Q101 V. FOR OFFICE USE ONLY ev Feb. 26 70 Date...........---------------------19 ...... 897 30.00 Permit *-............ yee$....I................... CITY OF ATLANTIC BEACH 10,000.00 Valuation $.................................................... FLORIDA House #....A�9..Ca.valla....Rd......... ........................................................................... APPLICATION FOR BUILDING PERMIT ........................................................................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- con-tractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date.......2.... ...............*--------1 19............ Owner--------R1-0---Viata...C.QrP--------------------------------------- '.�18 Fla Title� .... Address.- -......----------------------------------------Telephone NO---------------------- Architect-----------------------------------------------------------------------------------Address,-------------------------------------------------------Telephone No............................ Contractor Builder..-------R.'&d-!0W-ar-d-----------------------Address---1.558.-.San---14ar-ca------------Telephone No......---------------- Lot No..--------5--------------------------------------Block No----------2-6------.--Sub Division....Roya.1---P-"Ms-----------------------------.......Zone...------------- Cavalla------Rd- f'g --------------------------- ----- ---------Street--..----§PUth.Side Between......�4��JPL -------------------....and---------- J�Je-atle.......................Sts. Valuation saat-00-0----------For what purpose will building be used----.- xes --------------Type of construction.Br---I-Ck�---V.49,11.&e�r Dimensions of Building---26-.--x-14-0.... ---Dimensions of Lot--8.0----X-93-----------------------------Size of Footings----------�8----X----2-0�...... Size of Piers------------------------------------Size of Sills----------------- ------------Greatest Sill Span in ft----------- ..-..-.--..-Type Roof----4��tp-a-L t----------- How will Building be Heated1pentral Gas - ------------------------------ --------------Will Building be on Solid or Filled Ground?-----......Z.Olid........... Size of Ceiling Joists----Txuaae s---------------- Distance on Centers.......... ................ ........... Greatest Span.----------------------------------------- Size of Floor Joists------Z ----------- Distance on Centers—--- --- ------------------ Greatest Span-------------------------------------- Size of Rafters- T'ru-s-:-�-e-s Distance on Centers-------- ---- -24 Greatest Span------------------------------------ --- -------- ...............---------- P J, D� K Do This rectangle is to represent the lot. Locate the building Or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. Two copies of plans and specifications shall FLED 20 1970 REAR LOT LINE be submitted with application. Inspections required. THE CITY OF ATLANTIC BEACH 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 2 7. Electrical inspection by City of Jacksonville. W 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City�Ma!13e e&h. Signature of Bullder,�,.I.......... .......................;. ......... .......... Address.............-----------I------------------ ---------------- Signatureof Owner.!� --------------------------- ... ...... dress................................................................................................. CITY OF ALTANTIC BEACH COMPLAINT MANAGEMENT SYSTI,lcl �-AXEN (date/time) : COMPLAINANT: Last Name F3T7r—.-.—t —14 a m e MI ADDRESS: CITY/STATE/ZIP: TELEPHONE: COKPLAINT: 1--rz- DOCATION: 41A PROPERTY OWNERS PHONE: PROPEPTY OWNERS NAME: ' DEPARTMENT FORWARDED TO: -5?— COMPLAINT TAKEN BY: DATE/TIME: OFFICE USE ONLY INVESTIGATED: (date/time) ASSIGNED DEPT. /,DIVISION: —1;f�IORITY: INVESTIGATOR: CONDITIONS FOUND: ACTION TAKEN: COMPLIANCE: NOTES: 7. 7-07� 4-lez NOTICE TO THE OWNER AND ALL PERSONS INTERESTED IN THE ATTACHED PROPERTY r,4- This property, to wit: Alel '!S7- �4 xx 'q I- located at: is improperly stored and is in violation of the Ordinance Code of the City of Atlantic Beach, Florida; Chapter 21, Article 11, Division 1, Section 21-24 (a) and must be removed within ten (10) days otherwise it shall be presumed to be abandoned property and may be removed and destroyed by order of the City of Atlantic Beach. If the property is a motor vehicle, the owner will be liable for the costs of removal and destruction. Dated: Signed: Code i6nf—orcement Officer City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5826 CITY OF 800�SFNIINOLE ROAD ------ ATLANTIC BLACH, FLORU)A,32233-554-4.3 TELEPHONE f"4)247-SSM 0 FAX(%4)247-5805 July 14, 1993 George Hammock 9172 August Drive -ja(.-Iksonville ! F1, 32226 1�eFkr Mr . Tiammock : Our records indicate that you are the owner of th6� following -- proper-ty in the City of Atlantic Beach , Florida : Lot 6, Block 26 a/k/a RE#171117-0240-5 An invest igat ion of this property tl-.(at I have foulli", �01 ri determined that a public nui Sall C E' E2 X i S t S t h f--�r e o n a 6n, �onstitute a violation of Section 12-1-3 of the Code of Atl Beach (high weeds. 'and grass continuous I y prt-sent on th- propE— You are hereby notified that unle�ss the- candition --i-�r,)v described is remedied within fifteen (15) days from thr-� date hereof , the City will remedy this condition at a cost of the worl- plus a chal.-ge E�qtlal to 100% of the 7-,ost of tjl(-� work t-n cover administrative expen'ses , which will be assessed the property r)w.-,er, or occupant . if not paid within thirty ( 30 ) days after recelpt billing , the iiivoice amount plus advertising costs , will he post -rl as a lien on the property . Within f if teen (15) days f rom the date hereof , you may mak- written request to the City Commission of the Cify of Atlantic Reach for a hearing before that body, for the purpo'se of showing that the above listed condition does not- const-A, tit a r nuisance . Sincerely , Karl W . (-'ocle Enfoi �::efi'[enl 0 S"t r city marag'-'L VIA CERTIFIED MAIL -- " IT