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permit 875 Beach Ave 2010 Storm Shutters ft IS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ,r Application Number . . . . . 10-00001497 Date 12/28/10 Property Address . . . . . . 875 BEACH AVE Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4006 ---------------------------------------------------------------------------- Application desc INSTALL 6 MOTORIZED SHUTTERS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GRAND, WALTER & LAURA CUSTOM STORM SHUTTERS DIRECT 114 CHAPIN PKWY 411 WATEROAK STREET BUFFALO NY 14209 ORMOND BEACH FL 32174 (904) ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . 6 MOTORIZED STORM SHUTTERS Permit Fee . . . . 75 . 00 Plan Check Fee 37 . 50 Issue Date . . . . Valuation . . . . 4006 Expiration Date . . 6/26/11 ---------------------------------------------------------------------------- Special Notes and Comments NEED RECORDED NOC PRIOR TO FIRST INSP *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total 37 . 50 37 . 50 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 116 . 50 116 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERmff APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904)247-5845 Job Address: k-V\ Permit Number: /0 Legal Description ;16 06 1 (6, 15 IF A-N ov)o r L_n� )9 Parcel# 19 0 a -0 0 a 0 Floor Area of Sq.Ft. SqTt Valuation of Work S—LI 6 0 Proposed Work beated/cooled non-heatedlcooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pooVspa window/d" Use of existing/pro osed structure(s) circle one): Commercial �tCesidenti:al� '144 0 If an existing structure,is a fire sprinter system installed?(Circle one). 0 Florida Product Approval# r,L L4 For multiple products use product approvalffiorm Cz Describe in detail the type of work to be performed: E o 0 r !4 Proverty Owner Informlition: j LZ i Name: �oc�M,k r c, oj-,C\ Address: 0--\r--k T-N ca r W 0- Contractor Information: City )�jj R-�_c,\o State\�LZip_A_!A 10 9 Phone 0-or Fax#(Optional Company Name:�_V,_S�ov,^ skeW W\ tr '0�f f-c Qualifying Agent:.(%k cv-,C. Address: 11)__� Zq� City (�v—,o,-\ck Statei I )t*l OfficePhone 3o�A cO-A Job Site/Contact Number q0"-(-6r- 9.) Fax# 94 0 State Certification/Registration# C L A c.A 6"Z'�S H Architect Name&Phone# N N Engineer's Name&Phone De- Fee Simple Title Holder Name and Address tJ 4\ Bonding Company Name and Address Q ZT. Mortgage Lender Name and Address k, A ca e qe ob ain a permit to do the work and in tallations as indicated. I certify that no work or installation has n6sie t e st nsas i 0 a' thisjurisdiction. is s I 0 ha 0 to mZt t stan� k s a period ofsix(6) o 's y to P be s nce a work wi rm tructi a' m a Z on rdr Al rr jTe wt s m t 0 1 c nd d hin (6 on 0 8 C' nd i a epIa dfr Ele c Wdis,POW% p P'i tio F I sua 0 a p a ' d work i no w r is ta t t s ra r mu t f nc d h te pe :ts be secure I I k me e 7 �h d ' ks 0�i C .fu " an =A r on onR a CIO WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTI COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMP MENT r TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CO WIT4 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING V(6ijk N COMMENCEMENT. Ihere certify that I have read and examined this, U tion and know the same to be true and correct. Allpro4visionsoQ and ordinances governing this s to s )fl hau�r �n rec7 e§ type ovwork will be com Z n to 0 te or plied with whether or not. The grynting of a per�npit does t presurmnee to E tho, ity to violate or cancel the p IQ 0�cd 0 0 co provisions ofany otherfederal,state, or local aw regulating construction or the pejfo�mahce 0 cons;Zttion. Signature of Owner A LAI) Signature of Contractor Print Name Print Name ...............6.c; ................................... ................................ d subscribe fore me Sworn to and subscribed*fore me worp this Day o STZ;�Cy`of 2010 201 Notary Vii Notary P61ic C, 71 L.O'CONNELL fAt j, PAI commli Won Dq 96d 0 f.26.10 Expres June 8, CusTom S'row SHUTFERS C Property Information [- Building Information Owner: Grand,Walter Wind Zone: 120 MPH. Address: 875 Beach Ave. Exposure Category: C Atlantic Beach,Fl Minimum Building Dimension: 36 ft. Mean Roof Height: 14 ft. Structure Category: 11 Design Pressure Calculadons Opening Max Positive Max Negative Number Pressure(psf) 7L Pressure(psf) 1 36.8 120 C 2 41.1 -43.8 3 41.1 43.8 4 41.1 -43.8 5 41.2 -43.9 6 41.2 -43.9 7 41.2 -43.9 8 41.1 -43.8 9 0.0 0.0 10 0.0 0.0 I 1 0.0 0.0 12 0.0 0.0 Prepared in accordance with:ASCE 7-05,Section 6-Wind Loads.Florida Building Code 2007 ed. Page I of I Size Opening (WXH)_ 1. 152 x 82 Roll 4own 2. 36 x 120 PWM)IS 3. Parmis 36 x42 4) 4. 36 x42 5. 24 x42 5 6. 24 x42 Parwis 7, 24 x42 Panels 0. 36 x42 p8myts 4 "0 6 3 2 8 =L 140T TO SCALE WIL Nc 21,2010 IM,E 013CMPMN, Site Plan EA:G::::] Flofida Building Code Online Page I of 2 N", 2 .............. tion 'M BCIS Home Lo,1. User Registra Hot Topics Submit Surcharge Stats Facts Publications F5C Staff BCIS Site Map Links Search Product Approval LISER:Public User Pi oduct Approval Menu> 0! i"at;� > >Applical:ion Detail FL FL11964 Application Type New Code Version 2007 Application Status Approved g Commenis Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach; FL 33407 (800)432-2204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Walter A.Tillit,Ir developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By 3ohn Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11964,—RO—C,01—Certi-fic.a.tion of independence 08-0522.03.PDF Referenced Standard and Year(of standard) Standard Year ASTM E1886 2002 A E1,906 Inn') ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code http://floridabuilding.org/pr/pr_app_dtl.aspx?param�wGEVXQwtDqsxYleb4opODchXg... 12/21/2010 Florida Building Code Online Page 2 of 2 Product Approval Method Method I Option D Date Submitted 01/02/2009 Date Validated 01/09/2009 Date Pending FBC Approval 01/16/2009 Date Approved 02/03/2009 Summary of Products FL Model,Number or Name Description 11964.1 0.050"Be—rthaAluminum Storm lCorrugated aluminum Storm Panels retain y Panel(2 inch)- Drawing number tracks to provide hurricane protection. 108-146 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 RO 11 Dawin 08-146,PDF App—d f—use c,�idc HVHZ,Yes Verified By: American Test Lob of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.Large missile. Max. span is IT-O"for+30,-30 FL11964 RG AE Product Evaluation Report 08- p.s.f. and 4'-0"for+90, -130 p.s.f.for retained panels. 0522.03.PDF See sheet 2 of installation drawing number 08-146 for Created by Independent Third Party: Yes other spans and pressures. 11964.2 124 Gage Bertha Galvaniz Corrugated steel storm panels retained or not by tracks 1Panel(2 inch)-Drawing number to provide hurricane protection. 08-149 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 RO II Drawing 08-149.PD Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports Other: Large Missile. Max.span is W-10"for+32.6,- FL11964 RO AE Product Evaluation Report.PD 32.6 p.s.f..and.2'-8."for+58.0,--58.0 p.s.f.See sheet 2 Created by Independent Third Party: Yes ot installation Clawing number UU-149 tor otner spans and pressures. Department of Community Affairs Florida Building Code Online Codes and standards 2555 Shumard Oak Boulevard T1111-h--ee,FZ=32399-2100 (850)487-la24,Fax(8W)414-8436 C 2000-2010 The State of Florida.Ail rights reserved. Privacy Staterrien I Copyriaht Staternent I Accessibility Staterrient I Pluo-in Software I Customer Service survey I Contact Us Product Approval Accepts: hftp://floridabuilding.org/pr/pr—app_dd.aspx?param=wGEVXQwtDqsxYleb4opODchXg... 12/21/2010 1, STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PSOF)HAS BEEN VEROE0 FOR COMPLIANCE IN 7,PANELS MAY ALSO BE:NSTAL.LED HORRONTALLY FOLLOWING INSTALLATION DETAILS SHOW3 ON SECTIONS I Tou 13 ACCOR,')AKE WTH rHF 2007 ECTION Or THE FLORIDA BUILDING CODE� (SHEET 4 THRIJ 6j EXIEFT THAT HMERS 2,3,3A&4 SHALL NOT BE USEO, HIS STORM PASEL SHALL NM BE INSTALLED AT HIGH VEL.MTY H�RRICAIIE ZONES (MLAMI-OALE/BAD WARD MINMES;� ,)ESIGN W�N'O LOADS S44I.L BE CETEAMINED AS PER SECTION 109 OF THE AaM MENTIONED COOL FOR A SAST WIND S.9 SHALL BE THE RESPONSIBILITY OF IHE CONTRACTOR TO VERrY THE SOUND14ESS OF THE STRUCTURE WHERE SHUTTER IS SPEED AS REOURED BY THE JURISDICTION WHERE MAM PANEL WILL Be INSTALLED, AND FOI A DIRECltIONALTf FACTOR TO BE ATTACHED TO INSURE PROPER ANCHORAGE,TNIS SHOTTER SIML ONLY BE ATIACHLO TO CONCRETE,&OCK OR Kci-0.55, IN ACCORDANCE MTH ASC't 7-05 S'ANOAR1 IN ORDER TO VERIFY THAT CIONPONENTS AND OICIORS 04 THIS WOOO FRAME BUILDINGS, PEID'AS TESTED WERE NOT OVER MESSED.A 33X INCREAM IN AL-OWASLE STRESS FOR WINC LOADS,WAS=USED IN 9.THE IWALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT F-DGtS WHICH REMAIN IN CONTINUOUS ,HE3R"LYSS.A)UqATION FACTOR CD-I-SD WAS USiE)FOR WRIF�CATIDN OF FASTPNCRS IN WOOD, CONTACT WTH-�4E BUL31NO TO OREVEUr VAND/RAIN NFRUSJON.CAULK AND SEk SHUrTR TRACKS ALL APIOUND FULL STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUIE RESISTANCE HAS BEN VERIFIED IN ACCCRWCE WITH SECTIDN LENGTH. l000,ll OF THE ABOVE UEN1014EO COOP AS PER AMERICAN TEST LAO REPORTS# 0321,01-DS,#0812.01-05 AND I oi 19 01-CS, PFA ASTNI E 1886-02,E 1996-02 AND ASTM E-330 SANOWS,OUALIFIED FOR WIND MINES 1� I AND 3; 10, (a) THIS P.E,D, PREPARED BY THIS ENGINEER IS GENERIC AN�DOES NOT PROODE INFORMATION FOR A STE��PECIFJC MISSILE TYPE 0(Mc;IC PROTECT01 W AND FOR INS7ALLAF1,0111 AT NON ESSENTIAL FACI[Jr:5 AS DEFINED BY SECTIONS PROJECT;j.t WHER" THE SITE CONOrPOINS OVATE FRC14 THE P.E.D. 6,2A.1 AND 5.2,11 OF ASTM E IN641 (h)COhlTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PJRCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF'rIIS 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE MI 2-H32 OR 3004-H34 ALLOY, PRODUCT,BASED ON THS P.El PROVIDED HE/SHE DOES NOT DEVIATE FROM TIC CONDITIONS DETAAED ON T41S 3,ALL ALUMINUM FXTRUSONS LL BE ALUMINUM ASS��LAIION 6063-76 ALLOY&TEMPER UNLESS OTHERWISE HMO. OCICUMENT�CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. STORM PANEL CC NIST40ED PLATE AND SNAP CAP ARE PATENT PENDINO, (a)THIS P.E.D. *LL BE CONSIDERED INVALID IF ALTERED 9Y ANY MEANS. A- ALL SCREWS TO BE$�)YIALESS $TELL 304 OR 316 AISI SERIES OR CDRROSION RESISTANT COkTED CAROON STEEL AS PER (d) SITE SPECfK PROJECTS SHALL IE PREPARED BY A F�,ORIDA MiSIEREL) ENUNIEER OR ARCHiTECI WHICH VALL ,IN 50016 W/50 a;'�IELO STRENGTH AND 90 ks�'ENSILE STRENGTH, BECOME THE ENGINEER OF RECORD (E.O,k)FOR THE PROJECT AND WHO WILL BE AESPONSIBLE FOR rHE PROPER 5� BOLTS TO BE AS',M A-307 OALNAIN�ZIEO STE&OR A,'SI 304 SERIES STAINLESS STEEL IlFTA 33 ks!MINAAUM YIELD STRENGTH, USE OF THE P.El ENGINEER OF RECORD, ACTM AS A DELEGATED ENGINHR TO THE P,E.D. ENIGNEER,SHALL SUBMIT TO THIS LATTER 6�ANCHORS 70 WALL SHALL BE A!FCLLOWS� JUNLESS CrHCRMS�NOTED) THE qTr SMIFIC DRAWINGS FOR REVIEW -1/4's TAPCON ANCHORS AS MANUFACTURED M'I.T-W�/BUUEX, (a)THIS P.--.U. SHALL BEAR tW-CATE AND ORIGINAL.SEAL AND SIGNATJRE QF THE PROFESSIONAL ENGINEER OF RE:CRo -1/4-0 S,0,TAPCQNS AS MANUFACTURED BY ITH/ aJILCEX. INAT PREPARED IT. -1/4*0 OANCL uAIES ANO-ORS VALE OR WAS AS MAHUFACTU�ED BY VLCO FASTENING SYSTEMS LLC. 11,SHUMI IAANUFAMRER�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATICN AT STORM PANEL IN -1/4-0 X 3/4'SOLID SET ANCHORS,AS CA57ROUTED 13Y ALL POINTS SCREW, BOLT&SPECIALT" COMPANY!, ACCOREMCE WIN SECTIOlq 1714,83 OF FLOPFOA BUILDING COVIE.ONE UML SK44LL BE PLACED FOR EVERY NOTE& OPENWG� LAKLING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILD"G CODE. AT) W.MIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G.TAPCONS IS ' 3/4': FOR ELCO PANCLIMTE AND ELCO TVAS IS 2, A,2) 3/4*o SOLD SET AHCF40RS SHALL BE IE47iREILY EMBEDDED INTO THt POURED COWClETF NIO EMSEDIfIENT INTC $TL=O SHALL BE PERMITT-ED. -1/4-0-20 SCREWS USED SHALL BE 1 1,12-LONG MINIMUM SKULD STUCCO E451, AND I' MIN�MUW FOR WALLS WITH NO SYLICM A,3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, OR PAVERS BE FOLM ON THE EXISrNG WALL OR FLOOR,MC-40M SHALL BE LONG ENOUGH TO REACR THE MAIN STRUCTORE BEHIND SUCF4 PANELS� AACkORICE S4AL�BE As INDICATED ON NOTES Al) ik Al)ABO�E� (a) -0 EXISTINO CONC§rrC BLOCK WALI -1/4-0 TAPCON ANCHORS AS MANUFACTURED On'tT-W,/B4ILDm -T/4-0 S4,TAKONS AS WINLIACT Ml BY ITW/ -1/4�i PANEL PATES AWPORS Mok'�F 00 TVAS AS MANLIFACTURED BY ELCO FASTENINIC SYSTEMS, 1/4"o x 3/4'SCL40 SET AACHOPS,AS VSTRfEiVTEO BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY NOTES: 8,11, MINIMUM EMBEDMENT OF TAPCON ANCHORS� S.O. TAPCONS,ELCO PANELMATE, ELCO TVAS, INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4-� 0,2) -31A'o SOLID SET ANCHORS SHALL BE 047ERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EWBEDMESff INTO STUCCO SHALL BE DERWITTED, 1/4-0-20 S,-qEWS USC)SHALL BE 1 1/2' LOW MXlUVM SHOULD STU(:C0 EXIST,AND I' MINIMUM'OR WALLS WITH NO MOODF 9.3) ;N CAST THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND,ON THE EXISTING WALL ANCHORS SHALL S��LON(I ENOUGH TO REAO� IFFE MAIN STRUCTURE BEHIND SUCH PANEL!L ANCHORAGE SHALI BE AS!INDICATED ON NO—FS IN B,l)Ar 8,2)ABOVE. (r) To EXISTING WOOD�-RAVE BUILOINa S�E SPECIFICATIONS CN SHEETS 12, 13, 14 & 15.ANCH,04AZ&SHALL BE PERFORMED BEYOND ANY F'NISH MATERIAL A7 WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER I-IN)SH. f-J) ANI;HORS SHALL BE INSTALLED FOLLOWING kL OF T14E ANO SPECIFICATIONS Or THE AN.HOR'S F.R.C. (Non Nigh VolocIfy Hur, am# Zone) "NUFAC7VAtER 020M lkr=AC 0.050' BERTHA ALUMINUM STORM PANEL gcvlxr, (2.00" DEEP) MA**OF EASTER14 METAL SUPPLY, INC 11LIEC 0,,V- 120#tsf ROWS opelf nUJT TESTINO At 9.0141CRIlln COMPANY liry PALM XKH&M407 w 1501, phvAlt- eul�m-wl FAX(551)041-1 C-A 14, FLDROl Ut, OF --14.101' (TOTAL WDTH)----� _8.15C(TOTAL WIDTH) _12,000" (irFFECrIVE WOH)- 6.000TEFTEme WIDTH) f t"' .170' 1. k4,1'80 170 1.070" - �.070' LOX" 4.880" MAIM"_DE=M PRESS= RATM 2C AND D60D_ (I 0,@__ F)(Q.@ASA1P1FLtA0L( *@At APPLrAKE Q0BBWPQX0NGXAXMffa(_B(hM WNGTH I'SCHOULF Apl) �250' c� _7 PAN=MM AV BOIN FAMM.AffAMM A7 L&Qr __T A C� - --A 2.020' J 2.020" ims = Tm a JV on or nm mm FULL PANEL WZ HjEA4YED 0 U HALF PAME_ W1 HEUVED EQG eseesoo(.2 OR pmg MOWMA e" OR 0* 8.425-(TOW WIDTH) A"WA""SAX ft, -ANM LfWrH "kukw DES" AA-Amm%L 4,J75' (TOTAL WDTH) pRastwe MAIM L(I PAIMURC FATING L eft.) 12,000"(EFFEC77W MOTH) 6.000yArFFECTAoir WIDINNIT�lz w a.t) W(P...fj 1.070" A70 ��070* t-4.880'� +30.0, -30.0 W-01 +X.0'.-30.0 IX-0, Q@ASAM%�W a@.,, -M.0 +m-O' -35.0 .35.0. 4, +40.0, -40.0 fr-4r 440.0, -40.0 'Z' Cs +454 -43.0 e IV-01 45,0, -45.0 2.C20* 2.0;'C' 2.020' L� OPT106AL L PANEL " HEMY EDGES PTJ A HA F PA A 1 11/ A LI "WED [DGE +5o.o, -5ao W-C), -50.0 'L35.0, -5zLO IV'-cj* _65.0 114- 1' 4�60.0' -60.0 V-4 -60.0 7-6' 70.0, -70.0 1 �N�Q. -70.0 rj�i__CONCRErE AtCHORS (SEE 1 +90.0. -90.0 0, -00�O '.-0. I AM. 0 0 - '900, -FOO4 51-;". 0.900, -100.0 5,-0. E -- 1-7 M; T_ITIT +gao, -riao .11-11, +900, -110.0 i 1 ffffffffft p +90.0, -f2Q'0 4-fi" +900, -120.0 4'-g' 4--1 112- +90.0, -130.01 IJO.0 TT7_ UAX OEM LGAD&AAAXIAMW PANEL LEW77i A FOR JNTr#AA4Lr RemovAiXe pAAaj As PER MOLOOTING NSTALLA71ONS ON SHEET 7 OF 17 IS + SCkO. -50.0 pe.f. Wl'88'WX PANEL LENO rx "4X. DESIGN LOAD&AdAVIMUM PA&q LEAGM FOR.M"TM AS PER ALTERNAMI If I AND 14 ON Slftfr 14A AND 15 Ot- 17, RESIrMnY,ARE +50616OX f.kf FOR AY'Mv,,AINEL LROTH, AND +50.0, 0 F.S.f. FOR UP rD 108 PANEL Zjvo rH. �_,-_�__CGNCPETE AACHORS(SEE SCk�EZUE)- Af... STOffM_PA TYPICAL FLEVATIQ F.B.C. (Non High Velocity Hurriceme Zone) 0,050" BERTHA AWMINUM STORM 02M PANEL E. VUWN V. 1/4'm4x. w 114'A4ux. GAi 11LIE C 0 INC. EASTERN METAL SUPPLY, INC VIZ. ON Kv�ws DWIT -nLuT rEsmo 4 ENGNEGUNO COMPANY PALO WACH,FL.334071_�"" SECTION A-A W 6712 X TkUl J,�P.E. L �Ooc 2.25 O.Old OP.0 0010& 2.JXIS* 0-20-1 S."IC11111 il+ far?/hvr "SHER a C. T_ 0 f2 q T 'A 1 4 1 L;7 -lam— L?� T— 'go �0#, k AW + .050, 2. —I- �We _20", Jb- A.011, Ow E4 w WA Lwt CO) 7- WA 'h HFA ill BUILD au _V_MA2CB 3"MAX, AWAE MIRD OUT RRAWT $me:zW p r HUM 44'. Vol-'. w. V 4. A S.;mp - I SX0 F TV 0 SA4C#4S 4 WA-a LEV Lmnom 4b. xff, 9 Lic I OrArm =4- (I�A&11 WALL 1.75 0-632- REVEOED 7- ANGLE TRA -F- TRACK A dff&LJffB_sWp 8 OW-tr ALL Vr V2, o-itr J15, iW 'J'r —229* 0 it,o1c. .0s; Ow, t A 7�3.0' O.J.fa* SMALL KEY ROLE 6Z770M g Wit. W1, IT PA J79 w (D2 KEY WIX AT eA C13) K.-Y b=Lr A SWDVEV PLATE J10-tt,�. I �Ff Awy JW.P Me J,10'-1, 002' F.B.C. (Non Rgh VelocIty HLI one Zone) B.O. ANQ �.W 020m mnm INC. 0,050' BERTHA ALU,MINUM STORM PANEL SaP CA cut,iv".I' j (2.00- DEEP) DRAWV'V' all. OW-M Ate.Y DETAIL j1-VNr;V EASTERN METAL SUPPLY, INC a4TE 0 104C. 42M Wr$t NOW$MW COMPONENTS UJT TK"1'40& ENOWEIRING COMFANY ftSt PALM ArACK,AL 33407 .1. P#Otf;(06?)2040-02"FAk(691,0041-1718 06-146 TUZ*'O.E. 11-1-0 0�L� 441 .�C. �.1 17 f/4-0 TAPCONS V1000.7RUSSES OR RA�ER— W"?RJSSES aR RAF7P —7 r—W/1 112*m�. "RWE0 0 24 0. C.KOURED 0 24^V.C.REWREV PDVETR4WN TO EVST7,VG 7� WOOO N&"A.(SEE SC�'WU'f) cc Am.(50si-T Ak,- TUBE w ip ""EM'S'o [TWISULDEX or L frwl'auftDa EACH'.Wsrl rrK SCI W$ torAll�SCREW WOOD NE40ER 1 0 61 ac. 10 6-OC' A C�f' AT ANEWIPTH OF Emm a Colt. 'Reck'WED I io WOOD REQUI NOWN41 *WD V#'0-20 MIS PEWT44770N. Z*1111Ejo, W/2 SE PAR477ON---- TIOREADED TO Of ASS ?2'a C. gum it AI TERM U VE N ALDERNAZIllf scAL r: 1/2'j6.y" $04a! t�2"- yp,S. TO +450.0, - 0 p.s.f DESIGN LOAD (OWTED TO �6O�0. 66�0 f. GN LOAD AND UP To 9'-0')Wox PANEL LEhGTH) AVO UP To 9'-0"Max. PANEL LENG 7 SrPAFi4PON� f f!pc�vs TO CiAss ZWYEA&WO=UON IV CX677NG krAm. (SEE ScW-LE) --cl IISIIAI'AT(ON- 70 GLASS TO GLASS -1_7 T� JIJ2 WNG A,'T n 12*0. C. —4D 045 1: vvo W/1/1'-3/.V' MW NUr 9 i T-/ 2 .-v 2 x 6 WOW C. OECK RC'Z, =X RfQ'a I WOOD WAGER 7 Ct. opffolN 114"0 ILCO PANft OVS'0, rAPC,0!6 W1 2-Alk rNREADE0 P-E ALLOW VVE 5A or N-ETRAWN 0 M011100TH ';.ILA7(�rlP'�SC EE VIP& WCONS T~s ALTERNA I ZI W/1 112-aw. I/V"w. rf= rrsw 0 PENermllic" KWETRAWN (sa SCWWE) ScAL E Y' SCALE; I 718-�IJW MUG . �EVFRY STUD 0 12'11,C. 2 18 WOP 1, INSTAWrIONS ARC ONLY 6ALO FOR DSCN K?W LOADS WOVAWN OF Sf'C77ONS DECK Pro 0."t AND PAVELS LEW-HS AS PIER SCHEMES ON SHEET 2(-r)rCCPT AS NOTED) WALL/fLOORIC17LINO MOUNVM;SECTONS CAN Of ?. SEE ANMR SCHEDULE ON SHEET I$& 17. COMBNED IN ANY WY TO SUIT ANY INSAWTION. j FOR NEW WOOD nUbE CONSTRUCnaV.WOOD AiDWBERS TO ldt-sourmrwl "OT"FOR C"', PNE No 2, W1 SPECIFIC CENSITY Of 0.55 OR rf)4Ni'L"�--a,"�''k" F.B.C. (Non High V01OCIty Hurr[cone Zone) (1:22LINUM VZOOZ 170ECC.W- 0.050" BERTHA, ALUM STORM PANEL MrV/xr DEEP) ORAWN er. tARCOAT EASTERN METAL SUPPLY, INC 05112108 W/I ?/,V-ARM 11LIECID COX. r rm 4JI&Y ftV Aa4U AWE CH,rL J3407 TILUT TESTING I ENGINrifitNa COMPANY 08-146 WEYT 1ALM OEA I.mill DI (361)279-826J,AW.'(501,184 r �w ED-00015719 1, WAJEA A,TILUT r,.,P,E t a� 4 SCALE: 1/�' �';��u I j IIIET 117�III :Iu � � FLOP.L:c , 7 XalAtVM DESIGN PRESSUM RAVUVG V" (�z.s.fj AND j&LUKUK-ANCH-OR SPACRYG SCHEDUIE T WTALLATIDM &M WOOD FRAAW BUD wDev WTVKRS AMCARE M WOW fASMNWS OWLAU&S W 4 axilvl- mt�Alva Aww" ,A& APAWOV A4KU sa.wco� awm 'L-(m) V 01) Lw rft.) DUM LOW —` -"w—'* — ") W 7W� ^wmT rw or vwm (,.f) —Co.$ or rK. 12' WA WA I(TO-) KIA WA I(MP) ?2' NIA WA I (top) 12' NIA NIA (gorrom) 12* A(IA MIA �qolmm) 12' WA NIA I Owrlw) 12* WA NIA Z(r0P) 12, NIA MIA 2(TOP) fz* NIA WA 2(rap) a.. MIA IIA 2(90TY") NIA Af/A 2(8077W) WA WA 2(Normw) 9. JVIA WA JA(TOP) NIA MIA 34(MP) 9 NIA WA 14(TOP) 0" NIA VIA 3(X 7`7044) y WA MIA 5(Bomm) 0 NIA WA i(BOT70m) 12' IVIA N/A 4(70P) 17' NIA AVA 4(1100) MIA WA _4(W) NIA NIA 4(BOT70M) 12- NIA NIA 4(507MM) 12, AIIA WA 4 -;;;7 12, 7 NIA MIA SA(?W) NIA N/A 54(YtPP) MIA WA ;54 IMP) WA NIA .4 ffflortom) 51/2- NIA MIA 5(wirom) I NIA WA .1(BOT110m) NIA hf/A 6(sormw) '0. NIA NIA 6(morrom) w, WA 6(BorMW 460, -400 e vz- KIA MIA 7(0orrom) +40.0, -40.0 1 NIA OVA 7(DOMM) �8'0' �4'0.0. 3 1/2- NIA NIA 7(SOMOV) a.-0. OR up-�O UP x OR K." it(rup) LES$ NIA 12, 12" 8(top) ulss AVA 12* a(w) -vao' NIA T2* w 8(morroAd) NIA 12, 1z'- 6(wormAO) NIA (sonam) MIA 12, 1'. 0(top; NAA 12— q. 9(7v) NIA it, a(fop) MIA NIA 9(somw 12' N/4 AIA 0(Bottom) ?2' 141A N.4 9(001770m) NIA NIA 20(aOtYOW) 3 f/r N/A WA to(BOITO.W) f* A01A N,4 14(foryow) NIA I?A )VIA f IA&OPJ 1. NIA 9- 1 IA(TOP) NIA 4'- 11 (BOT70W) 11 NIA it (aOrTom) MIA 4- It(sorrom) 0" AIA 'lop) NIA NIA 13(top) MIA Al/4 NAA N14 IJ(6017FOU) 6. NIA m/k j f/Z- WA WA 13(Nomm) 1. NAA 4'- f4 (007`70H) USE 0'OC SPA010C MR PANEL LENG7W LAR"R WN 70'- 0'AA0 USE 12'OC VAL10 ONLY rOR UP X0*50-0.-00.0 P-4 M*SVN LOAD WYYH?6*4k,. AS SHOWN ON SNEDO)LE FOR PANELS LING"EQUAL OP SMORYER THO 10'-0' PANEL LVCTHS Off FOR UP TO+50-0. -30.0 A.s.f. VCSGN La*D WTH 06' VAUD CWLY FOR V 10 108"PANELS LrWYi$. me,. PANVIL F.B.C. (Non High Vatacity Hu-r1caris tons) 'I. vim MIECA'.c, 0.050" SERTHA ALUMINUM STOW PANEL, mx.t/fl.r. (2.00" DEEP) rAAW V.- EASTERN METAL SUPPLY, INC OWE 42 WfSr P040.1;DRAT TILLIT IFTYNG ENMNCCRW4(�PANY )mv PAL SM9 PL 33�7 (561)d4f.1716 Eva. �ALTCR K MUM J,P.E. 44147 FLGRIoA u.. Florida Building Code Online Page 1 of 2 M Unks Search Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map 5CIS Home Log In User Registration Product Approval USER:Public User tion Detail Product Approval Menu>Product or Application Search>Application Lis >Applica FL12546 FL# Application Type New Code Version 2007 Application Status Approved C mments 0 Archived Product Manufacturer CROCI NORTH AMERICA Address/Phone/Email 6360 TOPAZ COURT FORT MYERS, FL 33912 (239)278-3066 gmorzaniga@crociusa.com Authorized Signature gil Morzaniga gmorzaniga@crociusa.com Technical Representative Gil Morzaniga Address/Phorte/Email 6360 topaz court fort myers, FL 33912 gmorzaniga@crociusa.com Quality Assurance Representative Address/Phone/Emal I Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Pedro De Figuereido developed the Evaluation Report Florida License PE-52609 ement Institute Quality Assurance Entity National Accreditation and Manag Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL12546 RO Col 09-005 CI.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886/E1996 2005 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code http://floridabuilding.org/pr/pi�_app param�wGEVXQwtDqvG4Aty8UaHdOdbO... 12/21/2010 __4tl.aspx? Florida Building Code Online Page 2 of 2 Product Approval Method Method I Option D Date Submitted 05/04/2009 Date Validated 05/04/2009 Date Pending FBC Approval 05/08/2009 Date Approved 06/09/2009 ,Summary of Products FL* Imodel,Number or Name Description 12546.1 JES 55SUP ES 55SUP Rolli29 Shutter(NHVZ) Umits of Use Installation Instructions Approved for use in HVHZ: No FL12546 RO 11 09-005 DWG.PDF Approved for use outside KVHZ:Yes Verified By: Pedro De Figuereido PE*52609 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +120/-120 Evaluation Reports Other:Glazing separation must be used per General FL12546 RO AE 09-005 PER.PDF 'Notes#3 in Dwg.09-005. Product to be manufactured, Created by Independent Third Party: Yes designed and installed as per dwg 09-005 Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Taliahas5ee,Honda 32399-2100 (850)4B7-1824,Fax(850)414-8436 (p 2000-2010 The State of Florida.All rights reserved. PrlyaCy�'-Eiteffl— 1(-Q11wQhL StaL-�)-,ent 1 Ac,esstbihty Statcn)enr I PiuQ-i 1�gftwate I Cu�loai.�p Sefvice SuFvey 1 Coritart Us Product Approval Accepts: U " MM ,(-curjtNr�j�[�,, &M-01 http://lloridabuiIding.org/pr/pi�_app—dtl.aspx?param�-wGEVXQwtDqvG4Aty8UaHdOdbO... 12/21/2010 3�-NEP",L NC,'!E:S: FLOP!OA 8 1;!"DIN.'�COD: 2007.rion HOIZ) CRO!"I NORTH '..OVY f LRN,-,�iGNELII RESSI I ,k M ER 1 C I% K'Il j AN r Y L:C" I'd I E:NC R F. 0 w 70t, I, J""R' t`,E I, R C., 1 110 IC I T I I00 sk�CLMI) t-�NE W R'I' W I N 'If At., E(i -,J L.P 'Al A `�S. 339V I' Pf 1�ils P RI 1 v W, 2 30EIS "T I Fi Vr, �977 "JS; ';":,t EW I rl3l', �;HAJ FE AV I U: A!: R, D.- I 1 13 T If rt, �6 C 111: F'U'i�I PC: �31E- �[R !.I F:14 �1:�-J,�i DUC A T S F:',' Gl-�� I F I F t)S ON t'' 1-:1 55 U P t A.' 1 U S 17 '�'IPA I 1 1, 1 lf!"' 1: (�j W1 I --1 1;1 'Y' 4� R:11ing 3hLlt:l:,r' Ulf-j�I Ii I Nc� A WS D� I W�l 7("N7 �l f": r.EV�l D A�I T"j �.]C" UII�; 7�� tA OF.8 t,�ALL M SILE "I G z---j I T AS F 14;1 N E: J H" PRE 13J �T !l r TE 11 1 ;E.1:1 7 t,J' V'�:: CE, I t Ug(L fj 'If" 14R:,,1,T E:: ]R 'US f U E j: a," f4 CU; R E,- I S o!7P-L! I 1FIC:�,�J 1[ BF. 1: Ali- 1-11j,'",K 7) F Ia i.ation,1 33311 -1-1. I.-... "--' ' --- :- :--:�--j Pq %10(40 D4.CON C'Ut'-. S' A 1; J)TL A D C A AS I S 4_1 i ;j W 0 A oJ411* S,4A I ]:E ;-IF :;Fj;,j I I, -,'-!5E� 423 ta -R 4: dL IJPF�Pll I,:T I DII,"i,1,4C W L V� I-E A 7- 114:1 I,J 5 :'j ��'j I 6c, 1 5'� 87 If�L S �%R:: z I r -1�''! Dj� 71 Y� �T 1 --CP 1 1 V! �%:T f S' X4 D UP I N(' J:I T I (IM C T 7Rd,-1 14 S, �I-E 'I INS FE fN P C L Ft) 'I -PIA R T[I i i. r�Tl. D 0 1 P:�.11 Elf: �IRCF 1-1 Ejx� If t-! A HI:. fl LI: �',.,N Nlj,�I� �5 ...... Sf-f� FM DRARING IL MOM: �i%;r "i R, R�Hi it �'Fn _E:R I IF fi7.t[-";z T f,j V::P:F Y it I ST I,I t -17 �J�Z�C-jj�I Ifof:: -111� -tl p �Yc C Rl't I' MAX t� I n!�' �"No If 1J.-I Cro TA S�it,- AS P I NIC'r t<: DF�1 7P API 1 13'�p J, I 1� C,j�, 1[� 17 DE:r I N SIC 11 iJLI' to:C 4 I'Aollp 7 AL-C �ES,'Ij At,[� NS' I IF C PPRO I ais:N�, '9--E f�?E I IJ� j) I THE N 1'10 1-ABL. "K A h:I I b PPLIF I III F r',.I NO F. f' ...... Yl 10.1.101" PIR Niv%bar P,�� ION HE ;c S I L 1, t 'NEI) 9 : C 0 U AMD :'I Ti V 1)AR I:i C C N P,L];,f,!: r Pp T s�R AST D1 kli �s < -199-1 Xc: --- of V �R,DA I I All)N�'i COI)E r -"t(� r Nf;; ................ �,wnufncl wsr: C,F'V.)CA NORTH it, �\-1 E` R I C A INSET WALL OR /-INSET. WALL OR 1�500 41)f:LMO, LANE BUILT- 6T MQUNT`S_� BUILT-OUT MOUNTS F'IR'l 4'�EfiS, FL 33956 If4k: 278-3066 F,,x� ::,!3S) 278-5977 j TT i_:: IS up E-\ hutter F _)ikit 3 1 IWALL MISSILE AA D-\ IWA( HKAlEl) or or cc l7rlj�lnfim tip: 67 lv� ;vvilm 04,104 ta'liyt.9 33313 DOOR CAN BE MADE WITH ALL SLAT PROFILE I OR Jok OR z z ANY COMBINATION OF BOTH D WALL fNSET BUILT-OUT (-MULLION MOUNT MOUNT MOUNT Peft PE 6140 I NG, P 0 No MINE 77 AA or BB or —jAA or BE or c CC c MULLION BAR SEE SHEETS 7 AND 8 1 ate:04110WQ FOR DESEGN --------- 1,ciWa:NA 7- -INSET, WALL OR INSET, WALL OR I atign by:PIIMF BUIL7-OUT MOUNTS BUCLT-OUT MOUNTS awing Number —TRACK TO TRACK C 09-005 TT,_� I 7T WILITH z_j —MULTIPLE EGUAL TT--- SHEET Tit 2 of 9 ANCHOR TYPE A, B, C OR D Manufacturer:- SPACED AS PER, TABLE A3 OR ANCHOR TYPE E SPACED AT 5'OC CROCI I�ORTH WITH T x BEL A M E R I C A TABLE AJ IANCHOR TYPVT SP4CED AT 5 We- �__EDGE TANCt---i 1 1600 ADELMO LANE -ffi T— (ED FORT MYERS, FL 33966 SPACING ON CENTER FOR W2X3 BULT-Wr MOUNT INSTALLATION ITT (IN) oO'l 1�454 1BO TRACK 0 IRA K a LOAD 144 1 162 . lite 1 --204 1 2PAI-it/is Fax: 1239) 278-5977 Psf B CID I AIDICID A[B C D AIBII D Bicill WALL DRESSINO 20 6'616 1 61616T6 6 6 5 6 4 f5l- '?3- Lj 6 616 161614 111&% 4 4 - 3 -1-1- _ �00 40 6.. 6 S 5 5 1-JI3 - - - DETAL C PRODUCT. 50 611 5 - 41-U& W/ ES 55 SUP 4 F4) .7E -3- 2K3 TUBE MOUNT - 3 Rolling Shutter A.4 - 3 -1 - - 1/4-14X1 HH DS LARGE&SMALL MOM 4.4 - 3 -4 - - ASSEMBLY SCREWS IMPACT RATED ±�T - SPACED AT 6*OC 4 100 4. 1 OR IA 109 .4 4, Er4On-ft: ICU 14 1 ) ing(ca ?nc. ILL� CA1111`16 TRAM ID TRACX PWotkn,Fl.333.13 EW)=GAOLC(W U7iW.5wvW6t4104 —(FW) riNt a AKHDR SCHEDUI IPTIaN -I--- MATERIAL 1EAVITTIMMIT-T FIrr 13,116' ]TV TAPCMS I -RIK 2111wast-CCINCRETE 1 2 1/4, 1- 8: F Q3jL6jVj EV A 1/9 L WRq I s 13R 4 g 9 1, EDIE DI11ANCE_j 0 TH G) 'A' (ED) .13e'@' POWER$ VC11GE-laTI MIR MM ps I a I/a. z;,- d z DRAFTj�*-Wd TABLE A3.1 PKILUMAM 3PACtNG CN CENTER FOR IM-M BUILT-OUT MOUNT INSTALLATION ANCHOR TYPE A. B, C OR D :7�..LL DRESSINr, SPACED AS PER TABLE A3. I OR TRA 9 TRACK I ANCHOR TYPE E SPACED AT 5"CC RCVtSIUNS, L 4 162 1 180 1 204 1 um I WITH TTxPRESSLJRE TAILE BEL0141-1--l' DETAIL C Psf A CID LAIBICIII A BICIDJ AJBIC W/3X3 TUBE MOUNT 6 16 616 6161616 6 614161 -141- _q - .-_7 Z.� IANCI-CR TYPE E i 6 6 1613(6 - -1-(- 1 162 11 ea 12047 -[21 7 ILOAD PSF)1 120 1 1.09 1 63� 401 4 6 0 5 6 4141 4A 6 6 3 5 - JA Dmet 04fismo 4 3 f-I V- Sea*;NA 1/4-14XI H)-iSDS DOW by'.PPIYF ASSEMBLY SCREWS Drawing Number SPACED AT tS'OC 20 1 1 09-005 72 IT) TRACK TO TRACK 1 13 -CFV) FINISHED WIDTH- SHEIF 6 of'9 CUSTOM STORM SHUTTERS DIRECTf INC. (877)670-3737 CBC1 255541 826 HULL RD. ORMOND BCH. FL. 32174 (386) 672-3737 (904) 824-8401 This agreement is made and entered into this AS/4dayof, (904)745-9779 gl- jto�//-I?/- -d - ' d� Between residing at 04/a N e"ll /,,tls a re Zip Home phone Cell Wor q a,�/ ��d_5 - 7 hereinafter "Buyer" and CUSTOM STORM SHUTTERS DIRECT, INC hereinafter "Seller" for the consideration of $ 11.4d 6, o a to be paid in full or in part as described below. Seller agrees to provide and/or install products which meet local building code requirements, if any, for the building owned by the Buyer at, 5?7-5 Z?e4d A01- - -7) - _�, 7-2" 903 Cit '4�111A.11�� If 11 county, state OL?�Z_zip PRODUCT UNIT# WIDTH HEIGHT GEAR MOTQR OVERR BATT PRODUCT UNIT# WIDTH HEIGHT GEAR MOTOR OVER-R BATT e,I Z_ Z, Iq Z_ _4 Z 4f 4i Z, T--T CUSTOM INST13UCTONS: / / — /,/,)/;r-1 z e -- oe e7641,�Cl elarr&141:41:711 /A -e TOTAL.......................................$ COLOR.......................... ............... DEPOSIT 1/3.........................$ 13 STUCCO......................................... 1/3 DUE AT START............._ $ SLOPED HOODS............................. BAL.UPON COMPLETION.....s 6 70, 67 EXTRUSION CUSTOM COLOR.......... Air vents from slat to slat are not designed to line up in a vertical column. All(storm)shutter systems are designed to be water resistant,and to provide protection against flying debris.Light may be visible when in the closed position. Seller shall not be responsible or liable for any damage to or arising from hidden conditions,or building components such as electrical,plumbing,post tension cables,rebar,or improperly bonded tile.Inline shutters operated by one drive may not align completely when raised.All measurements in this agreement are approximate and may vary from the"as built"measurements.This agreement is subject to seller's home office approval.Buyer grants Seller authorization to photo document the installed products for future advertising or sales presentations. BUYERS RIGHT TO CANCEL This is a home solicitation sale and if the Buyer no longer wants the goods or services,He/She may cancel this agreement by mailing a notice to the seller. This notice must be postmarked on or before the third business day after the signing of this agreement.The seller may keep all or part of any cash down payment(s)which does not exceed the lesser of 5%or the cash price of$100.00 If after the"Buyers right to cancel" period of time,the Buyer elects to cancel the seller may keep all of the deposit, ACTS OF GOD Any delay or failure of performance by Seller under this agreement shall not be considered a breach of this agreement in and to events caused by events beyond Sellers reasonable control including but not limited to Acts of God,unavailability of materials,governmental restrictions, strikes,riots,terrorist attacks,military action,civil disorders,fires,floods,earthquakes,hurricanes,epidemics,vandalism,power outages, disruption in phone service,national level software glitches, or any other cause like or unlike any cause above mentioned which is beyond the control of either party. ACCORDING TO FLORIDAS LIEN LAW (SECTION713.37.FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR SUB- CONTRACTOR FAILS TO PAY SUBCONTRACTORS OR MATERIALS SUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS.THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR IRROPP-RTY 'FOR PAYMENT. EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL IF YOU FAIL TO City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Daterouted: City web-site: hftp:/Avww.coab.us 11 - APPLICATION REVIEW AND TRACKING FORM Property Address: Dep"ent review required Yes No Build ing Applicant: d4t771191, Y4� Planning &Zoning Tree Administrator Project: Public Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPWATION STATUS Reviewing Department First Review: ER(Approved. F�Denied. weew4s (Circle one.) Comments: �B 6 11L D�IN G PLANNING &ZONING Reviewed by: Date: 12AIty TREE ADMIN. Second Review: [:]Approved as revised. RDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. F�Denied. Comments: Reviewed by: Date: Revised 05/14/09 DEC-20-2010 10:23 FROM:CLERK OF COURTS 904 270 1512 TO:92475845 P:1/1 000 X 20'A U2961 44.OR BK 13401 Paqe 36, WMICE OF COMME C X-EMM Number Pages:I Recorded 12J2&201 Oat 0928 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL Pemit No. COUNTY RECORDING$10,00 Tax folio No.1-1 ON 11 M 04DERSIGNED hereby gives notim that improvements will be made to certain real property,end in acoordance with Section 713.13 of the FWda StaUes,the following informail"isprovided in Ns NOTICE OF COMMENCEMENT. L'62-/G- J_5-Zqe7 a)Stree4W)Addr=-. i!-L�Z. 3.0woer Infogmation. a)Nam and addmss: ,r c�k �2--C;_I 6� b)Name and address of fee simple titleholder(if other than ownw) vV 6 C)Intmist in property 6,-1 C:,F r con I tbromstion "r1%.,and address-L,-An r!4 sh-ar-'% Wrec)t %W0 )tA—X\ b)Tfthone No.: cl 0 q-9 4 5-�77 WP-E Fax No.(Opt.) 5.5way Inforisolon a)Nwne and address: b)Amount of Bond: c)Telephone No.: Fax No.(Opt.) 61ender a)Name xnd address: yQ Phone No. 7.Identity of Person within the State of Florida designAed by orw=tipon whom notices or other documem may be served: a)Name and addms: N A b)Tolepbone No.: Fax No.(Opt.) SJo addition to himselt owom designates dw fbBowing perwin to receive a copy of ft Lienor's Notice an pwkkd in Section 7 15.U(I)ft Florida Statutes: a)Name and aftm: N b)Telephone No.: Fax No.(Opt.) 9.13kpiration date of Notioc of Commencement(the expiratlun date ft ove your from the does of recording aslas a diMrset date is speeffit4l): WARN314G TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TIM NOTICE OF COMMENCENMNT ARE CONSIDERED IMMOPER PAYMENTS UNDER 011APTER,713,PART 1,SECTION 713X% FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING MCI:FOR 011PROVEMENTS TO YOUR PROPERTY. A NOTICE OF COINBCENCEMEM17 NWT HE RECORDED AND POSTED ON TIM JOB SITE BEFORE TM FIRST INSPECTION. IF YOU W12ND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COh%MENCEMRNT. VVATIX OF".ORM C"TY OF PWXLEAS Print Navic -M,ftegoing mstrinerit was acknowledged before m.this dayof 20_(�_,by -AL -- (type GrawthorkG 94-offlftr.�eft 9f pgrty oa bdl*Xofwbo0 11111MOWSPEt was eim"o *40� W J. ",Cato for bV 00) k$41 llt;K OIL ot V�' �30 . , ;,!Vo ""', 000 1.000 1300S.0 V 0.4 VIP Monufacturer: PRODUCT COMPONENTS SLAT END RETENTION LAY-OUT CROCI NORTH A M E R I C A 11600 ADELMO LANE C 1) ID.3/4'HH!�S-) FORT MYERS, FL 33966 R Tel.: (239) 278-3066 00 0,72 O� 3-q-x7-j. �--24'CC---+--24-OC----� STRAP CLIP Fax: (239) 278-5977 CM KCL AT 24'CC PRODUCT: I- ES55 SUP SLAT E)�TRUDED ALUMINUN 6063-T6 d 69— ES 55 SUP 57 CE4580 SUP Rolling Shutter 3 ALUMINUM SIDE RAIL. LARGE&SMALL MISSILE 2 2 EXTRUDED ALUM NUM 6063-TG IMPACT RATED ,-.975x.093 i 4 4 LEXAN WINDOW 3 -Z---- 3 LIL CUT-OUT — I — --� I �- - N m� 91 Engineering: A. -T 3 3 TEng(go 3nr. I IA CA 0116 ----- -------- 0071 W.Sund"Blvd,1104 IA- CS55 LEX W/LEXAN INSERT e— =1 Plantation,Fl.33313 EXTRUDED ALUMINUM 6063-T6 1, IA (A- ENOCOCAOLCOM 4- 4 pT d 3 3 14 0 04 LA IA 2- TE14X56U END SLAT 6063-T6 EXTR'JDEO ALUMINUM 4 4 —2.50 DRAF T ING, —I ;;� I� 3 1 PK ONAMNO a MORE 6 1 —3.Oo 3 3- SLAT RETENTION SCREW 6- 1/13-3XJ TUBE OR ------- -------- ------ 4 1 Ox2-112' 18-8 SS PFH 6A- 1/8-2X3 TUBE REV I S I ON$! SHEET METAL SCREW EXTRUDED ALUMINUM 606:)-T6 0.74 Oats:041IU2000 SrAle�NA c Design by:PPMF ILLLSTRAT �N ONLY 0 DOOR CAN BE M 1-11 ALL Drawing Number 71'n �Vl�QRW I'A OR SLAT PRDFILE 09-005 0,47 L_�NLI CCM INAt,EN OF ECTH N 7 ! 0 0.57 SHEET 4- '�Y-ON SLAT LOCK 3 of 9 to 6 KOH I'D' 1 1 q out ,t;qL r N&J 4 UCI h Wd L PM low �x I low imili ton It 1141 MIT?W%l Z4 WWII Of" L Vol ywv 'i U 17 Vol I U 2 -7 ISM, Ancs 5 Hr. 1, t 114N3 3"Ns N Phu I AWv 0 sow: it JoHN13 to; -I; q2 KEN imt MY J�i gM-n (M I njjL_j 16,�i: .; 'S�A,vl 19�:"! 3W KID X 311 C) 1 1 El 14 %, pi. Is G —lot: Is 0) S!--), Y G C�101-i LIMITED WARRANTY The term"Owner" shall be singular or plural, shall include the spouse, and this warranty is not transferable. CUSTOM STORM SHUTTERS DIRECT, INC hereinafter"Seller", located at 826 Hull Rd. Ormond Bch. FL 32174, warrants all of their new shutters under normal use and conditions as described below. Motorized Motors are warranted against manufacturer's defects forfive (5)years. Labor is covered 100% if motor is found to be defective within the warranty period. Electrical components Such as remote control receivers or transmitters are warranted to be free from manufacturer's defects for one (1)year. Labor is covered 100% if found to be defective within the warranty period. Parts Are warranted against manufacturer's defects for 2 years. Labor is covered for 1 year. Painted finishes (non moving parts) are warranted against manufacturer's defects for five (5) years. Painted finishes (moving parts) are warranted against manufacturer's defects for two (2) years. Slat on slat wear is normal and is not covered. Labor Throughout the first year after installation, labor is covered 100%. Seller does not authorize any person or entity to assume any liability or to make any representation regarding the sale of Seller's products or to extend the terms of this limited warranty. If in the judgment of the Seller, it has been determined that any product sold by Seller has been subject to negligence, misuse, alteration, intentional or unintentional causes including but not limited to acts of God, fire, flood, building settlement, war or has been repaired by any one other than Seller or Sellers agent, this warranty shall be void. MAGNUSON-MOSS EXCEPT TO THE EXTENT THAT IMPLIED WARRANTIES MAY EXIST BY VIRTUE OF THE MAGNUSON-MOSS WARRANTY ACT,THERE ARE NO OTHER WARRANTIES OR LIABILITIES,EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,MADE BY THE SELLER,ALL WARRANTIES, EXPRESSED OR IMPLIED, SHALL BE LIMITED IN DURATION TO A PERIOD AS STATED ABOVE FROM THE DATE OF INSTALLATION, SELLER SHALL NOT BE LIABLE FOR ANY INCIDENTAL OR . CONSEQUENTIAL DAMAGES.CORRECTION OF DEFECTS AS SPECIFIED ABOVE SHALL CONSTITUTE FULFILLMENT OF ALL SELLER'S LIABILITIES TO BUYER WHETHER BASED ON CONTRACT,TORT OR OTHERWISE. BUYERS RIGHT TO CANCEL This is a home solicitation sale and if the Buyer no longer wants the goods or services, He/She may cancel this agreement by mailing a notice to the seller. This notice must be postmarked on or before the third business day after the signing of this agreement. The seller may keep all or part of any cash down payment(s) which does not exceed the lesser of 5% or the cash price of$100.00 If after the "Buyers right to cancel" period of time, the Buyer elects to cancel the seller may keep all of the deposit. ACTS OF GOD Any delay or failure of performance by Seller under this agreement shall not be considered a breach of this agreement in and to events caused by events beyond Sellers reasonable control including but not limited to Acts of God, unavailability of materials, governmental restrictions, strikes, riots, terrorist attacks, military action, civil disorders, fires, floods, earthquakes, hurricanes, epidemics, vandalism, power outages, disruption in phone service, national level software glitches, or any other cause like or unlike any cause above mentioned which is beyond the control of either party.