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Permit 2219 Alicia Lane Hurrican Protection 2010 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00001484 Date 12/20/10 Property Address . . . . . . 2219 ALICIA LN Application type description RESIDENTIAL OTHER. Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 12642 ---------------------------------------------------------------------------- Application desc hurricane protection ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ZIRAKPARVAR OSPREY BUILDERS INC 342 CRESANT LAKE SHORE DR ATLANTIC BEACH FL 32233 CRESENT CITY FL 32112 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 115 . 00 Plan Check Fee 57 . SO Issue Date . . . . Valuation . . . . 12642 Expiration Date . . 6/18/11 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115 . 00 115 . 00 . 00 . 00 Plan Check Total 57 . 50 57 . 50 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 176 . SO 176 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: ej— L icA V-k PermitNumber: Legal Description 14 C --r-)q o 9 Y 1� �-%e 5 c)-v Parcel# /ViS / "I -01 7 b-�5 Valuation of Work$ /,- - �21 (0 q 2- , Class of Work(circle one): New Addition Alteration Refair M"e-D=olition pool/spa window/door Use of existing/proposed�structure(s) cinde one): Commerci (11csidentia If an existing structure,is a fire sprinMr system installed? (Circle one): es 0 N/A Florida Product Approval# For multiple products use product approval form- Describe in detail the type of work to be performed: \j C C Q G o R 01)1 0 0 -) IrV5 I F 11 b ( I C- "--)�1 , �,Q v, Property Owner Information: Name:M Z,�'\ ��Vs-AV q Address:- 9 C-, city 9 06, C ),�,e�a V,' State t-LZipjZ?-�3a- Phone 3 7V- -7-3Z E-Mail or Fax# (Optional Contractor Information: Company,Name: e.,(. Qualifying Agent: Address: c;, 15 Inv(cr- r i zip City (e-s State Office Phone z Job! MR 0^-, 1(19^ 70t -A- State Certification/Registration# C13'10 AMEVWDF0RC-0DEeomPtv ---- Architect Name&Phone# Engineer's Name&Phone# Ur--,A!Tt L!All 11 BEACH -N U Fee Simple Title Holder Name and Address 1 -AIN11 1 N tUl<ADDITIONAL M, V �Ts AND CONDITIONS. L UU1 I n r Bonding Company Name and Address Mortgage Lender Name and Address REVIEWFn By. D49FE. Q-2Q=,2 a e eb ade t b an a ermit to do t) indinsta atibhTaYI-n-diall-'r I Allationhas commencedprior to the 11 be Performed to meet the standards of all laws j ?gui ating construction in thisjurisdiction. This permit becomes null s 00 ' I p 0 h all work w enced within six(6)months, or if construction or work is suspended or abandonedfor aWeriod of six )months at any time after r, t t s Work,Plumbing,Signs, ells,Pools, Furnaces,Boilers,Heaters, (6 e tand ha eparate permits must be securedfor Electrical A p ic io i ' r Y Md p Issuance o permit an at a " I nd id f O'k I,not comm work is co "nced. I und Tanks andAir Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. [here certify that I have read and examined this application and know the same to be true and correct. Allprovis s �f ickvs and d' rning this !thor andi�ordinances gove 9rovis s 41 shor",to vi, 7Mrk will be complied with whether ecifi-ed herein or not. The granting of a permit does not presume goi�ve to violate or cancel the 'In orovisions of any otherfederal,stat ulating construction or the performance of construction. % Signature of Owner _or Signature of Contractor Print Name M E......Z.; r A Iq C Print Narne .... .... ... ..... ................................................................ .......... .. ........ ....... .. ...... .... kn/................ Sworn to and subscribed before me Sworn to and subscribed before me this 1-1 Day of eDeC- 20 1 this C-) Day of 20 1�6 Votary Public N 3tary Fublic \j %y P" LINDA JOANN REDDINGTON P& IN My COMMISSION#DD971945 JIUDN MY COMMISSION#DD971,945 EXPIRES March 16,2014 EXPIRES March 16,2014 Floddallotaryservice,com N FlortdallolarySerwcexom Flori0a Building Code Online Pa e I of I 9 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Aporoval Menu >Product or Af)olication Search>Application List ......................... ................... ....... ................ ............. ........... Search Criteria Refine Search A Code Version 2007 FL# ALL Application Type ALL Product Manufacturer Clea rly-Protected LLCI Category Shutters Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract ExpireclALL Product Model, Number or NameALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL .Impact Resistant ALL Design Pressure ALL [Other ALL ................ -------------................. .............. -.1........................ .............................I-,................................................ .................. ...........I.............. ....................................................................................................................................................................... Search Results -Applications FL# Type Manufacturer alidated 13v Status FL5733-Rl Revision Clea rly-Protected LLC Joel Grenstein, P.E. Approved History Category: Shutters (407) 629-8424 Subcategory: Storm Panels *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. ........... ............ ..................................................................................................................... .........................I I I ...........I.............-- I........................................ ...........1,.................................... ........... Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 2000-2010 The State of Florida.All rights reserved. Privacy Statemen I copyright Statement I Accessibility Statemen I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: W5 ER E securitvxu�lufc� d http://www.floridabuilding.org/pr/pr-_app_lst.aspx 12/17/2010 —MAXOVERALL WIDTH 113" 3"MAX.FRO 12'0,1, CLEARLY-PROTECTED, LLC CORNERS TYP. 3'MAX FROM M MAX.TYP. CORNERS TYP. CAT 5 WP INSTALLATION NOTES: z a 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.USE ANCHOR STKAPS FOR SILL r 12'O'c' _j 't Ln MAX 2.THE NUMBER Of INSTALIATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FO R �W �6-�;i 5 MAX.TYP. P 'c o lo OVERALL RODUCT INSTALLATION. HEIGHT 3. INS-ALL INDIVIDUAL INSTALLATIONANCHORS WITHIN A TOLERANCE OF i112 INCH OF THE DEPICTED LOCATIO14 IN to In 61* THE ANCHOR LAYOUrDETAIL(LE,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT 12 2,z CUMULATIVE HIOM ONE INSTALLATION ANCHOR TO THE NEXT. ,C f L. 0 '�� j �j 0 z LL 4. MINIMUM EMBEDMENTAND EDGEDISTANCE EXCtUDEWALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, p- LU -cma FOA'A,BRICK VENEER,AND SIDING. I.U at W,Io > Lu 5.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR " w HAVE A CORROSION RESISTANT COATING. I.- CL 6 FO HOLLOW BLOCK AND GROUT FILLED BLOCK.DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. LU R I-- EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 7.;MSTALLATtON ANCHORS SHALL BE INSTkLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION NSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM ELEVATION AND ANCHOR LAYOUT STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER. GENERAL NOTESi 8, INSTALLATION ANCHOR CAPACM E5 FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: z 1. THE PRODUCT SHOWN H.EREIN 15 DESIGNED 1,11D 114ANUFACTURED TO COMPLY WITH TH.E 2007 FLORIDA BUILDING A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 0 CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORLINGIOTHE FOLLOWING: R. CONCRETE-MINIMUM COMPRESSIVE STRENGT H OF 2700 PSI. z TAS 201-94 C. NIASONRY-STRENGTH CONFOWIAANCETOZ�MC-90,GRADE N,TYPE I(OR GREATER). a TAS 202-94 TAS 203-94 > TABLE OF CONTENTS u 2,ADEQUACY OF THE EXISTING STRUCTCRAL CONCRETE/.VIASONRY AND 2X FRAMiNG AS A MAIN WIND FORCE I RES15TING SYSTEM CAPABLE OF WIT I 4STANDjNG AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION ui V) Lu SHEET REVISION SHEET DESMIPTION .0 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD;OR THE PROJE,7 OF INSTALLATION. I 3. 1X AND 2X SUCKS(WHEN USED)SHALL BF DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ELEVATION.INSTALLATION&GENERAL NOTES STRUCTURE.BUCK DESIGN AND INSTALLAT[ON IS THE RESPONSIBILITY OF THE ENGINEER On ARCHITECT OF RECORD INSTALLATION SEC7101,15&ANCHOR NOT ES FOR THE PROJECT _ OF INSTALLATION. 4.THE iNSTAULATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTLIAL CONDFTIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETA2-LED HEREIN,A DESI&N PRESSURE PATINS LICENSED ENGINEER OR ARCHITECT SHAI PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5.PANEL MATERIAL:CLEAR POLYCARSONATE lzi— SMALL AND LARGE ./-105.0 PSF MISSILE IMPACT RATED MOUNTING ANGLE WEATHEPSEAL TAPE CLEARLY PROTECTED PROPRIETARY SHUTTER CHANNEL 02 01875'TYP.WALL THICKNESS HIGH DENSITY FOAM SILt'OF MATERIALS ITEM js (*SCRIPTION MATEkIA; #ANUFACTIMER 0.725 IE'MPL"Tlc� 1.67' 0.22" MIN, i O.EAPLYPROTECTri)PROPRIETARY SHUTTER CAANNEL PVc 075"—4 2 o-lAJIMW ANGLE 1 1/2'X I I?ZX 3,'16'THICK 6063-T5 5Z d5 V) v 3 aizy CLEAR POLYCAPSONATE 5�.E I x1to GE PLAS�CS ,i z z 3/16"TYR 0�37'* 4 H16H nENSITY FOAM WEATHERSEA'TAPE o Z ce I -c z U) 0.15"T 1.50, --T 05- -5 1/4-WIW.NUT u 6 V4"FEAM!E PANI ANCWM 7 114'.20 X 3/4'55 ROLT OW&#: 1.50'. =11 —4W--11—EW ---- SIOEWAt.t sa-T CPLOOI 1 10 11!4'MALE PANELMATI A�OR 3 SHEET: 1 OF 2 17/a"MIN. EMBEDMENT 11/2'MIN. By FINISH EDGE DISTANCE 001)FRAMING lay- EXTERIOR OTHERS EQ. BY 0 HERS TED CONCRETE OP. EXTERIOR FINISH EQ. MASONRY BY OTHERS I BY OTHERS EDGE 1"MIK DIS NCE b SEALANT BY OTHERS z U�w' ORS 10 SEE SHEET I FOR ANCH 2"MIN. SPACING 1718'MIN. 0-w EDGE DISTANCE C) 4 uo� EMBEDMENT z z to 00 Ob lZ9 k ce 3 SEE SHEET I FOP ANCHORS I"MIN.EDGE DISTANCE UJZ o -I< D a V) SPACING ANCHOR NOT ES: 7 2 LU -C 'd 5 i��:7 I F? z 1. FOR INSTALLATION INTO WOOD FRAMING USE: ui 2,75*A or 1_1. #14 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE kIN.GLASS 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SEPARATION SUBSTRATE. 3 1.2. 1/4"ELCO PANEUMATE(MALE/FEMALE)OF SUFFICIENT 4' LENGTH TO ACHIEVE 17/8 INCH MININUM EMBEDMENT INT 0 WOOD SUBTRATES. VERTICAL SECTION VERTICAL SEMON CONCRETE/MASONARY 2. FOR INSTALLATION THROUGH 1X BUCK TO WOOD FRAMING WITHOUT MOUNTING ANGLE CONCRETE/MASONRY,OR DIRECTLY INTO WITH MOUNTING ANGI E CONCRETE/MASONRY,USE: 2.1. 1/4 INCH DIAMETER ELCO TAPCON OF SUFFICIENT z LENGTH TO ACHIEVE 11/4 INCH MINIMUM 0 4 EMBEDMENT INTO MASONRY SUBTRATES. IL 2. 114"ELCO PANELMATE(PAALE/FEMALE)OF SUFFICIENT 4 Of 2.75'MIN.GLASS > LENGTH TO ACHIEVE 17/8 INCH,MININUM EMBEDMENT SEPARATION UJ INTO MASONRY SUBTRATES. 1.3. 1/4"DROP-IN BOLT OF SUFFICIENT LENGTH TO ACHIEVE J, 10 SEE SHEET I FOR l'INCH MININUM EMBEDMENT INTO MASONRY 5 ANCHORS&SPACING SUBSTRATE 5EALAN'JT 5 0 ,It 3/4"MIN. BY OTHERS Z' EDGE DISTANCE 'o SEE SHEET I FOP' A"'CHOR5"SPALIll EMBEDMENT ,IV Im 1'MIN.EDGE DISTANCE I"MIN. 2X WOOD FRAMING L DISTANCE SEE SHEET I F ANCHORS&SPACING EDGE BY OTHERS OR 8 5 o EXTERIOR FINISH CONCRETE OR BY OTHER MASONRY--- V EQ. BY OTHERS EQ. lli�0� - 17/8"MIN. co z z 11/2"MIN. I 0 z EMBEDMENT -C u Z EDGE DISTANCE DWc'#: _A VERTICAL SECTION VERTICAL SECTION WOOD FRAMING �2 CONCRETE MASONRY CPL001 WITHOUT MOUNTING ANGLE WITH MOUNTING ANGLE SHEET.- 2 OF 2 -Florida Building Code Online Page I of 2 I'R T N BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats Facts Publications FBC Staff SOS Site Map Unks Search Product Approval USER:Public User Product ApprQvjj Menu Product-or Applicitign Search Application Ust Application Detail FL# FL5790-R2 Application Type Revision AIM Code Version 2007 NO t A'J�Q Application Status Approved Comments Archived 5, 5 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FIL 33407 (561)841-5480 bfL-eley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall 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 Richard W.Arnold, P.E. developed the Evaluation Report Florida License PE-19334 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence FL5790_R2_C0I.__,Certification of Independence.pdf Referenced Standard and Year(of Standard) Standaind yAor ASTM E-1886 2002 ASTM E-1996 2002 ASTM E-330 2002 Equivalence of Product Standards Certified By Sections from the Code httD://www.floridabuilding.orp-/,Dr/Dr anD dti.aSDX?t)aram--wGEVXOWtDotDMAG7nmns8k... 4/2/2009 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 01/05/2009 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 DescriLtion 5790.1 58mm Bertha End Retention roll shutter system Non-Retention Roll Shutter Limits of Use ISystern(Non-HVHZ) Installation Instructions Approved for use In HVHZ:No I FI-5790-112—II-Installation Instructions.pdf Approved for use outside HVHZ:Yes Verifled By: Fene Stratton Testing Lab mpact a Istant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:This product shall not be Installed within HIGH I FL5790--R2_AE,-Evaluation Report.pdf VELOCITY HURRICANE ZONE. For design loads and spans Created by Independent Third Party:Yes refer to engineered drawings 2ristallation Instructions�. Department of Community Affairs Florida Building Code Online Codes and Standardo 2555 Shumard Oak Boulevard Tallahassee,Rodda 32399-2100 (850)487-1824,Fax(850)414-8436 Q 2000-200S The State!of Florida.All rights reserved,c,0PyrjQhtAni;j[-Pj*r-1A1M-kr Product Approval Accepts: F"EE 0 V 1:1.1:11n, http://www.floridabuilding.org/pr/Pr app dtl.aspx?param=wGEVXQwtDqtDniAG7pnms8k... 4/2/2009 WaILAW LODWAC11117,INC. 1. 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I IN 7* N2' ,I AMEWA SHVITER SYSTEM ASSOCIATION, INC. 511$'ULTRACON HFH 3 nI/? lim T r 3ff CONFLEX NK ��:7 INEY RU M Fl.SO A, DATE.9/12/08 OWG.No.: I REV.: SCALE:N.7.S SHEET: I OF 10 VOA* 1 r INO-0 J1110 wo 'o-A, C vo 9.9 so its sa OL IKOP OtA tic 01 �),�1101 A, sec;t�( ;P5- VS& t ��tof 96 qf) 50 gio Sf--IC1 loo Vol% ot lie, vm ai 00 ;TO4 43 va 041 veo.OR lit V,'A to, Vito 0 Wig OD ��Va Vol wit ;006 low kv! 96 46 90 It 0,Plv Do ;;;iota !,,� g 9fi TOR T ve"s SS c 0 orowl ;01 �A 10 , totA L ZIP) 0 $ 5WV& 40 wm� asm SWJMK tw) wwm SUM wm smmo smu 00 MKIM Fw QU H" MEOW COW 5/16-0 I*=OR 5/10 We" W*Now m 3/810 mm m (SM C.r.ON 2-&A"U90 (sm r OR r up-*too ON 5MM 1 10 FOR VXVQ 00 9UTS 9&10 FOR SPXW % A 0 Ar Or OR 114V wtt"Mm 1/r OR 1/4*wu WDMW w wwjki ml wan vat am 9w 7 FOR THU") mm"WKL MDM ml 90 TW*M 0 &M W END CNEM SLAI LOW Em coon (SEE SA 1=PUMMU TAW ($9 sm w pulown m 0 ON quT 5 FOR ATWMO ON 90 6 FW AnAo#mm 004EMM MU 9W M FACE WKMM so gm 00 FACE wn am w("rtm?) 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NOWETEMON RM SHUrrER SYSMM WRION VAN 9M OFEW FAa Dan"wo at W WKTION TAW 9" no jow PL SECTION A-A(OPTION SECTION A-A(OPMON 4B um Kon 00 AMEROM 9NMR SYM ASMIKA,W. DONM W- "Ir 4m Kmw at MME MTAUATiON-WTA W ANGL9 WALLAMM-MTa MM FU M FL 3w EM"ETENMNANO"EIENYM END-RETENTM&NOR-RET04TION FM Om FL 3= 'A Z, 10 . ,�j I DK.No.:3 REV-- MW to)W-YA6 A, V- DATE;9/12/08 sm iml SCAC:KIS. 19w,3 OF 10 Em?m SwAcm up 10 ma us wo mm Ift mill.WIN VA"OR NLO-OUT ciom nLLo ou NWX CM,OR VW (4)Viet WM OR tip TO tw LES S1wm ON MR UP 10 2w ts WRA wo Vilt I/efti,Sw 4 (2)slir woom Olt (3)511CO WCX OR (3)Ifirw*sms (4)oroo.sms A* 1/0 Sftf-Wft so tvm("w) MOUNTING BRACKET ------ E%D4*'Fl5WM&NON-RETEWM NWA"nM-WA Sim WAMU vm wwt simm Nb= WA Ra a PW-wjm M=FAW MOUNTING BRACKET INSTALLATION RX fm A40 WAL I" ffm OR W"w= ePANPA'rENTM&NONAVOOON[AWA"IM-N.M SIOE WJL L 1/400 wm 0 Ir U. 1/4-0 SELF-VOW SMS ORK CAP 0 IV O.C.(rtp) am 11r HM mw I/r MUM AOW gffL OR WK TUBE 7m 1/0 sw-vwmm so /-0 WM 0 If AC.M) Ole ot.(Im SE14M FLOE OR flod/c Im 4 as -4- Sm OR I&I= co sot CAP CUSTOM HOOD WALL ATTACHMENT CUSTOM HOOD CEILING ATTACHMENT ric IV NOLL FM M AM MW amAmwm I m5witnummomAuAim-73—& BOA EMWM N M%ArlIM*k I MrAMW-M WO SCE N topi ,to Sal, =tr vm olov 0 AM ot ;LF m m END e0WAPCOMPONENTS AND ASSEMBLY ONDAMWIM N0114*19MM AWALLA11M.OLT& 6"m BERIVA EM RETE"ON I vamm Rm In. NO"ETENTON ROLL SHUTTER SYSTEM imosx Pz i-v . - "., .111 FLOW twu moism ow AMEWA SHUttER SYSO ASMT10K INC, AMU/SODERS CMXM CIPM 11c, AM us"IM"It m"P' 9/12 ALUMINUM HOOD COVER Iml Vcwm ftw�Sm 0 =Kv M FL im WW Fl.3M ENDAErUffM A WN-RETIR4TIM OWA"T*k-N.TS. mm-(2s)M-ms DATE: 9/12/08 M 4 REV.: of Xk.�. SML N.T.S. SHEET., 4 OF 10 U12 IM 2AS 110.2 1)2'SMS SS 316 FN L364 OR Malt A=DO 0MCW Tom i—, om I F 11159 L o;w 0.07 J —T 56 w SIA 2.12511 u o-W (17M 012 t .725 aw, om am L Min am am at%T ' 0.100 1.291 alm OAN 6063-T6 ALUMINUM 3"SIDE RAIL 11,1201 ,=W25 S'NONAETENTION TRACK.SCALE 1:1 4AW SOE RAL t &ISO MISS Six p'N 6063-T6 ALUMINUM 3 1/4N SIDE RAIL 0.231 3.M END CONNECTOR DETAIL 3 VVEND-FIETENTION OPENFACETRAm-scALE ti 0.100 L 0.125 04 3M an 0.125 am ItOx I-SMS SS 316 IN ram 6 DO come" 1291 —1 aw 11125 at% OR ww 0.100 0.186 F Jam r F L am, 50 ill SLAT 0.125 6063-T6 ALUMINUM 4N SIDE RAIL VNOWIETENTIONI TRACK-SCALE 1:1 oL,2o �F 9101) (1125 0AU L 4 2.6118 L aim L 0.11118 6063-T6 ALUMINUM 3 1/41 SIDE RAIL ED GD) I 3 1W END-RETENTION STANDARD TRACK SCAM 1:1 0.410 — 2.20 SLAT LOCK END CONNECTOR ENDAETENTION INSTALLATION-SCALE 1:1 END CONNECTOR DETAIL NON-RETENTION INSTALLATION-N.TS. 1 0.125 2.05 =a'.'j ai' -70.4341 w 58MM BERTHA END RETENTION ED F4 0.191 ocolon KNEW op. NON-RETENTION ROLL SHUTTER SYSTEM 0203 2.5" No xw"P.L now U1211%*JAW.GEM MIEWMI SIW0 SYSTEM ASSOUATIN, INC. .608 M 6063-T6 ALUMINUM 58MM SLAT Almo/mm owm7w Dalmm owc tw*am OLINX,M 102 w fu am R.MW ENDAETENTION&NONI-RETENTKIN SLAT-SCALE 1:i SLAT END CONNECTOR FM WK R.3= DATE:9/12/08 MG. No. NOWFIETENTION INSTALLATION-SCALE 1:1 NW:(2211)X7-30 5 CUMFIM Or A1111,101ATIllsk#MI (Y. SUE: N.T.S. SHEET-5 OF 10 LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM SLAT PERFORMANCE SLAT LOCK PERFORMANCE Tx-PARALLEL LOAM(PLF) r NON4ETENTION TRACK END-RETENTION TRACKS MAXIMUM DESIGN PRESSURE SLAT PRESSURE(PS MAXIMUM DES04 OF A SINGLE UNIT SLAT VWkU_ SPAN 140 130 12D 1 110 '100 1 90 1 80 1 70 60 1 60 1 40 30 ASI FOR ANY HEIGIAT ATTACHED 3'4 210 195 ISO 1 166 150 135 120 106 90 75 1 W 46 SLAT VNI FOR ANY HKE WTH T14E SLAT LOOK END 44' 28D M 240 1 220 .2DO 180 160 140 120 100 80 80 NDM ATTACHED AND FOR ANY CONNECTOR ATTACHED ON V-0" 794 663 512 364 260 226 200 175 150 125 100 75 MILOS FOR WITIPLE UNIT CONFIGURATION EVERY OTHER SLAT. f-V 1776 1591 1410 1224 1038 852 665 478 291 150 120 90 MR41AYM SW Hill PRESSURE PRESSURE r-T 2662 2427 2197 19IFF 1 rJ6 lSD5 1273 ID41 803 Sn 331 106 AMA FOR THIS TIPE OF SLAT SPAN (P SLAT SPAN V-T 3485 3211 29V 2658 2383 2103 1822 1640 1267 074 688 396 OF) LPSFI 6-W 85 r_v 123 W-V 4293 3973 3651 3329 30M 2673 2344 2013 1678 1345 1003 664 1/4-0 SELF-TWO SMS(IV) (P-C 58 T_r ill I/ _EWO I(Mr 5M 4728 4360 3N8 3614 3235 2W 2472 2D88 1699 1306 ON (SEE L&O-OUT&RKIt-INS IAW W: I I I _v 100 IT-O' 5W 6477 W61 4642 4219 37M 13360 29n 2486 2M 1694 1142 ON SWET 7 FOR SWIC) v-r 52 w 17.0' 5757 Sni 48M 4344 38% 33T7 2883 2386 188D 1388 ro 411 941' 92 - 5941 542t 4897 4355 305 3281 2727 2165 1594 71-f 40 94 84 ITO r_r 35 V-r 78 60 6446 4W5 4277 36M 3066 2447 1816 3 - 5M 5364 AIM 4071 3406 2rJ0 2D39 D i(Y4r 72 I(rr 67 194r 6802 6172 4408 V4? 3012 2260 1114 63 Ir_w 5517 48M 409D 3298 2485 111-r 59 WFEM Ir-T W811 SM 4428 3681 2707 00-REMM WACK SWWW OPEN FACE SLAT PERFORMANCE I7_r 55 Ir-r 5647 4768 3864 2931 AND NON-MID11)(101 Ill=MM 4NON-RETENTION TRACK 174r 52 2�7 14148 13167 SECTION C-C 24r a 14431 3381 MULU()N OWALLATM-KT.& MAXIMUM DESIGN 17_�r 2Z-O' 5781 4714 31W PRESSURE OF A S14ME UNIT 1r-w 44 23'.V 4997 IV SLAT VALL FOR ANY HEIGHT IN41 42 1 lIr ATTACHED AND FOR ANY "FIGURATION is-a, 40 1" 36 LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM SLAT SPAN PRESSLIRE Iv_w 36 Ty-PERPENDICULAR LOADS(PLF) — (PSF) Iv_r SLAT PRESSURE(PS 0 F-r 05 1" 33 V_r 58 1" 32 SPAN 140 130 120 110 100 90 90 70 1 W 50 1 40 30 v_r 52 184Y 30 74r 213 198 183 168 153 138 123 108 03 78 1 63 48 r-w 4 *4r 29 #-T 2112 M_ 242 222 202 182 162 142 122 102 82 62 r-f 43 19-0* 28 94r 351 326 301 275 260 226 20 176 75-1— 126 101 76 oxo-m OR em-111 r4r 40 Iw_r 27 Fir 420 390 381 331 300 270 240 210 180- I SWD 121 91 r-w 30 2VAr 26 r-T 490 456 421 385 350 315 281 246 210 175 140 105 8!-e 34 20-r 26 90 550 SM 481 440 401 380 320 280 240 201 181) 120 t4r 31 21W 24 f4r 630 1 585 1 640 1 496 450 406 360 315 270 226 180 135 94r 26 21W 24 17-11' 7W 1 6W I SOD I 66D SW 450 400 350 . 300 2601 200 150 or-C 25 22-0' 23 I 1*0. 770 715 66D 1 605 SW 495 440 386 1 330 276 220 165 7-Ir 22 2Z r 22 121-V - . M I W 600 640 480 42D 300 30) 240 IW_ STAGGERED SPACING DETAIL Iq_T 20 21 ly-r - . 1 715 650 586 520 466 390 326 260 195 0PTK)NAL ATTACHMENT INSTALLATION MT.& 700 630 5W 490 420 350 200 210 i5W 675 6W 626 450 375 WO 225 NOTE-THE 1101-REMM SLAT SVA NOTE. THE SLAT I=SW BE An4M - W 5W 400 400 320 240 OR am Im LOAD Wu to ID EM IM 60 THE CESM VW U)W if-w DWO THE W PGFWAWW OR 9A 9"mo w"s 9m ON Ir4r 595 510 425 340 256 VAM JR,wFoAwx THE VA I=Fujoraww TMIIJE. iIr4r 630 540 450 360 270 670 475 380 286 0 d'o' '2' 1 So 1 75 201 226 2 5 0 276 m oW� 5BMM BERTHA END RETENTION 'Ir —7 600 SOD 400 300 NOWRETENTION ROLL SHUTTER SYSTEM 5M 420 316 Doe=mm cf. [10E 34MS AMERICM SHUTTER SYSTEM ASSWATKK INC. FLwm Umm"m sm 2?-V 550 440 1 330 No immm Pg. AMIXII/SIOM CWAIN ENTMM W_ 42M OMM WIE lout mcmw Ric.. IM FU IOCK fl,3W sm 102 FORT WEWA FL 33111111 �14 Z �Ij- DATE:9/12/08 DWC, No.: 6 REV.: -3W I- FNW:cm 267 t CDHFM W Amgen*M, SCALE: N.T.S. SHEET: 6 OF 10 R R R 22 2i 2-, z 41 4 z 4 z z Im o2j m 0 Ir V 2? -xi 21 x 'ZI m i4 v it 1 44 a T.L4 Ix 9;ion Its 2gla WIS:tI 1 1 IZ3 a m&IgI=Ir r- u%!Seu w t3 w W�gL RZ fig :b I Lit I 1-i r P 5. emILD-OUTS 4'BUILD-OUTS 4'SUILD-OUTS X BUILD-OUTS T SUILD-OUTS END-RETENTION&W)N-RETENTU—TRACM END-RETENTION A NOWRETENTION TRACKS END-RETENTION&NOW END-RETENTtON&NON41ETDMON TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NOW MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PR ES"E OF A SINGLE UNIT SLAT RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT RETENTION TRACKS WALL FOR ANY HEIG14T ATTACHED WITH W46LL FOR ANY HEIGHT ATTACHED WITH MA)0MUM DESOGN WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR MY HEIGHT ATTACHED WITH MAXIMM DESIGN 511V ELCO ULTRACON HFH 0 r D.C. 5/16'HFH ELCO ULTRACON 0 4-D.C. PRESSURE OF A SINGLE UNIT SW ELCO ULTRACON HFH 0 r OLC, 5116'HFH ELCO ULTRACCN 4 4'D.C. PRESSURE OF A SINGIX UNIT SLAT VVLL FOR ANY HEIGHT SLAT Wkil FOR ANY HEIGHT CONC.& HOLLOW TIMBER CONC.& HOLLOW TIMBER ATTACHED WITH CONC.& HOLLOW TIMBER CONC,& HOLLOW TUBER ATTACHED WITH SLAT SPAN FILLED CMU CMU I SLAT SPAN FILLED CMU CMU I 3r ELCO CONFLEX 0 4'D.C. SLAT SPAN FILLED CMU CMU I SLAT SPAN FLLED CMU CMU W ELCO CONFLEX @ 0 D.C. PRESSURE PRESSURE PRESSUREJ PRESSURE PRESSURE PRESSURE CONC.& PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.a (PSF) (PSF) (PSF) (PSn (PSF) (PSF) FILLED CMU (PSF) (PSF) (PSIF) (PSF) (PSF) (PS9 FILLED CMU SLAT SPAN SLAT SPAN 4W 140 130 140 V-01 140 11211 w PRESSURE 4r.r NO 128 1140 54r i4o 125 140 PRESSURE 51-r 140 111 13D V-4' 107 132 (PSF) 5-0 140_ iID 126 5'4* 140 104 125 (PSO 40 T_r T 95 113 sp-r 1140 pi 113 W-01 138 51-r 136 95 110 5!-$, 140 Be 107 lr4r 140 51-V 130 $4 100 V-V '140 78 99 11`4� Bi— sp-r 1122 93 Be f4r 1129 75 03 Iv_v 133 V_r 116 74 89 r_'r 1126 67 87 Ir-Ir 122 9-V 1110 73 85 6.4. 11% 65 111 V4r US W-V 106 65 70 cr 113 59 77 iol-r 116 Ir-al go 65 76 W-V 102 67 72 W-V 117 V_r 95 59 71 74r 102 62 so 10'4' 111) 6!-r 89 68 58 r-r 92 51 64 9`4' lio lr-r 57 62 64 r_r 92 47 62 lIr_r 104 f4r 02 51 62 r4' 84 46 so 9p-el 104 V-7 so 47 so r_r 96 42 56 111-V 99 v4r 75 46 56 71-r 77 40 52 10'4r go 74 43 53 W4r To 38 51 11'4" 95 r-r 69 42 51 V_r 70 36 48 lm-c 93 r-r so 39 49 r4* 72 34 47 lv_r 90 r-31 64 38 47 &41 65 33 lly-r go r4r 63 36 45 Irw ST 32 43 17-r 86 r-r so 35 43 r-r 00 3D 40 1 I'll-r 84 r_r 59 33 42 W-W 02 29 40 17-C 83 r-Ir 55 32 40 Ir-ol 50 28 37 ill-V so r-r 55 30 39 f4' 59 27 37 17-C 79 Br4r 51 29 37 W4. 52 29 34 111-8, T7 r-r 52 28 36 _r-r 55 25 34 ly-V 76 W-31 48 27 34 Ir-Ir 49 24 32 lr-trl 73_ 11cf-Do 46 22 30 ir4l 70 V-r 49 26 33 11000 51 23 32 IT-4* 73 Vr 45 25 32 f-V 46 24 31 48 21 30 Iy_r 71 V-9, 43 23 30 iol-V 44 21 28 —Tr 67 W-V 43 23 2-9 170 46 14'-T 4-8 _V4r 40 22 28 lCr-r 41 _i9 28 13'-*' es V_r 41 21 a ill-V 43 is 27 14'-C 66 9-Ir 38 21 26 1111-V 39 18 25 134' 62 W-V 39 20 25 Il-4' 41 18 26— 14W 63 ly-w 36 is S 1114, 37 17 24 lY4r W_ W-7 37 19 25 ill-r 39 U 24 Ir_r oi— 9-7 34 is 24 ll-V 35 Is 22 i4-V 57 l" 35 Is 23 irl(r v 16 23 15'4' 59 tw-w 33 17 22 IZ-V 34 Is 21 WT 55 iv.r 34 t7 22 12-C 36 15 22 iw-r 57 iw_r 31 16 21 24' 32 14 20 14V 63 iw.$. 32 is 21 17.8, 34 114 21 Ir-r 55 Ir-r 30 is 2D l7_r 31 14 19 IF-7 52 If-T 31 Is 20 IT-W 33 U 20 if4' 54 iw-r n 15 19 04r 29 13 is iw-c 50 11'4r 20 `14 is I.T4* 31 13 is Iv_r 52 Ill-w 27 14 Is U-C 28 12 Is 15'4r 48 a 14 Is ly.r 30 12 Is ir-r 51 if-31 26 113 1-7 ly-r V 12 17 11" 47 1111.6' 27 14'.9' 29 12 17 24' 49 Ill-V 25 13 17 W4r 26 il is 46 a 12 2-5 —il 15 44 11'r 12 117 28 11 17 ir- 48 if-T 24 is 14'-V iW4r 12,It 25 12 is *4r 27 11 16 18'4r 46 Ir_w 23 11 115 W-8, 24 io 15 ir-r 43 I?_r 24 il is _lv_v 26 10 15 ir-r 45 12'-r 2= 11 16 lv_r 23 110 14 if-V n 11" 23 li 15 1514, 25 110 Is 19-01 43 lr-r 2L 110 114 i5?-r 22 10 14 36 22 10 1151-8, 24 10 14 iv_r 40 17-91 21 110 U 1" 22 13 58rnm BERTHA END RETENTION NON-RIETENTION ROLL SHUTTER SYSTEM Daum RM wt. wm JoHlIm P-1. AMERICAN SHUTIER SYSTEM ASSOCIATION,INC. ROM Lem K"m 65624 ANKU1159M CUMING 0119111M Mr 4m w5mm mm 16601 Vtmm BLVD..SUIVE 102 Xg FXM WICK FL 33W I'm rm R.3mmm F -(23)26-3186 OATE. W. NV 8 RIM. 7 MW Comllm OF Amwavok ocy SCALL N.T.S. SHEET:8 OF 10 4*BUILD-INS IV BUILD-INS 4'BUILO-INS 3'9UILD-ft8 r BUILD-INS r BU11-D-M END-RETENTION&NOWRETWION—TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTIDN&NOIN- END-RETENTION&NON-RETENTION TRACKS END-RETENTION A,NON-RETENTM—TRACM END-RETEWION&NOW RETENTION TRACKS RETENTION TRACKS DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL MAXPAJM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT FOR MY HEIGHT ATTACHED WITH WALL FOR ANY HEIG14T ATTACHED WITH MAXIMUM DES" WALL FOR MY HEIGHT ATTACHED NTH MILL FOR ANY HEIGHT ATTACHED WITH MAMMUM DESIGN 51lrELCOULTRACONHFH @G'QQ 5116'HFH ELCO ULTRACON Q 4-OC. PRESIBURE OF A SWILE UNIT SMVELCOULTRACONHFH OrQC. 5116'HFH ELCOULTRACON 0 C D.C. PRESSURE OF A SINGLE UNIT SLAT WILL FOR ANY HEIGHT SLAT WkLL FOR ANY HEIGHT CCINC.& HOLLOW TIMBER CONIC,& HOLLOW ATTACHED WITH CONC.& kHOLLOW CONIC.& HOLLOW ATTACHED WITH FU.ED CMU CMU FILLED CMU CMU TIMBER W ELCO CONFLEX @ 4'D.C. FILLED CMU CMU TIMBER FILLED CMU CMU TIMBER Yr ELCO CONFLEX 0 Ir OC. SLAT$PAN SLAT SPAN SLAT SPAN R SLAT SPAN SSURE PRESSURE PRESSURE PRESSURE PREWRE PRESSURE PRESSURE CONIC.& PRESSURE PRESSURE PRE PREISM PRESSURE P9=- RE CONC.& SSURE (PSF (PSF) (PSF) (PSF) (PSF) (PSF) FILLED CMU PSF (PSF) FWDCMU SLAT SPAN (PSF) BF (P$F) SLAT SPAN V-T 140 140 F-w $40 124 MO PRESSURE 140 lie 140 54r lie 10 PRESSURE V-Q* 140 V17 130 F4' 105 140 51-V i4Q 102 123 5,4. 140 too 130 (PSF) ,15 V-31 140 93 90 122 61-V 140 513, '137 Be 109 140 86 114 I-V 40 9 a 97 6,_o. r-r 133 82 103 Ir-V '140 78 108 8!-e 140 V.6' 124 7 or IN 74 101 V-4- 140 87 V-r '121 73 92 F-V 134 so 97 r-r 139 112 70 v r-r 12l 85 90 r-r 136 r-r lie 55 84 F-r 121 $1 87 9`41' 1311 VIP 102 62 79 V-r tie III 8r— W-V 00 F.3. 101 58 75 ?*-V 111 54 79 Ir-c 123 V-7 -9 56 72 r-o* too 51 73 B4' IN TV 93 63 70 r4' 102 40 72 9`-r 117 V4* 86 so 66 r-r 22 46 67 w-r tie r-r so 48 64 rs. 94 44 66 10'4r Ili V4r 79 46 50 r-r 85 42 61 Ily-Ir tie r4r so 44 50 TF— 9-7 40 611 —iopw —w 7-'4r 74 42 56 V-r 78 38 66 —107 fee r-.r 74 40 55 &4* 111 v 56 lop-r too r-r 60 38 51 V-4- 73 35 52 Iv-r too 7*-r eq 37 111 S`-r 76 34 52 111-w go r4r 64 35 48 r4. 69 32 48 Ii,-V 95 r-r 65 34 48 9-V 711 31 49 111-c 92 r-r 80 32 45 W-W 64 29 45 11--c 91 VIP at 32 45 IrLe 06 29 46 1 il-r 87 V-v 56 30 42 hol-4p so 27 4-2 111-r a or-r 58 29-- 42 W-r 63 27 43 1" 84 rz 53 28 39 r-r 57 25 40 1" 84 r-r 55 27 40 --fo-—0- —59 25 41 Ir4l 80 Ir4r so n 37 IV4r S3 24 37 i2'.0 80 r-v 52 n 37 10'4' 55 24 38 —IVr is V-r 40 24 35 V-4' st 22 35 IT-r 77 F-r 49 24 35 101.8' 53 22 36 IX-V 7-4 94r 46 23 33 iv-r 48 21 33 IT-a, 74 Ii..a. r-T 47 23 33 111-V 51 21 34 13.4' 72 —91-T 43 21 31 IV-0' 46 20 32 IT-C 72 V.6. 45 21 32 il'4' 48 20 33 —13'-r 69 V-r 41 20 30 IV-4' 43 111 30 13'-r es V-91 43 20 30 ll�r 46 19 31 W-01 of 9-Ir 39 19 28 II,-r 42 to 29 14'.V 67 19-V 41 19 20 i2'4r 44 is 30 14'-V 65 lw-(r 37 if v IZ-V 40 27 1111-0 65 I(r-r 39 18 28 Ir-4* 42 17 28 IC-r 62 Iq-r 35 17 26 IZ-41 38 to 14'-r 62 I(Y-r 37 17 26 1" 40 16 27 151-V U— If-r 34 is 25 Ir-r 36 if 25 16*4r w iw-r 36 lf 25 131-V 39 If 26 IY4" 59 iop-r 33 If 24 —134F 35 15 24 i5l r a II'4r 34 IS 24 iT-C v 15 25 1—sr 5-7 lt�T 32 111 23 lY4* 34 23 151-r 57 ll'-3* 33 15 23 13r-r 36 '14 24 tv-v 55 It.3r 30 M 22 ly-r 32 13 22 Ir-T 55 IT-6* 32 14 22 llr-r 35 14 23 iv-e 53 111-r 29 14 21 W-W 31 21 16`41 63 IT-9. 31 14 21 144' 33 13 22 fip-r 52 it,r 28 111 9— W-C 30 112 21 if-$, 52 ir-r 30 13 21 1111-81 32 Q 2-2 Ir-r so ir-Ir 27 12 IS 14'-r 29 12 -a Ir-w 50 Tr 29 13 2D iv-r 31 12 21 ir-T 48 12'r n- 12 19 1" 28 to ir-w 46 ir-r 28 12 it iV4, 30 !2 20:1 11ILW 4-3 Ir-r 25 ---it I$ 161-e 27 It to 17-W 43 17-T 77 12 PlF-r 29 1 1 iv-r 40 Ir-r 25 11 1 17 i5l-r 26 11 is Ir-r 41 5&nm BERTHA END RETENTION I NON-RETENTION ROLL SHUTTER SYSTEM VM JM*SDK P1. 4 AMENAN SHUTTER SYSTEM ASSDCL4TION.INC. Raw LCOISE Kilo IM4 mkwtswus m"Tw DOUK w- 4m WPM MIN 186111 1119mm BLIV.Sta 102 Will PM M FL 3W7 ME WEII&it,339116 mm on)W-3mmms DATE:9/12/08 D11G.No.: 9 REV cpmnra OF omi SCALE: U.S. SHEET.9 OF 10 2'BAD-INS W 11C Nk&3ir ANGLES 2*BUIMINS W IM Walls&30r ANGLES r BAD-INS W?IW Wells A 3W ANGLES END-RETENTION&NOWRETENT&-TPXKS END-RETENTION III NO"ETENTION TRACKS END-RETEN71ON&NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL FOR ANY HEIG14T ATTACHED WTH WALL FOR ANYHEIGHT ATTACHIED NTH MAXIMUM DESIGN PRESSURE OF A 5/16-ELCO,ULTRACON HFH 0 6'QC. 6116-HFH ELCO ULTRACON 0 4-D.C. SINGLE UNIT SLAT WALL FOR AW HE104T ATTACHED WITH CONC.& HOLLOW TIMISER CONC.& HOLLOW TIMBER 3V ELCO CONFLEX 0 r O.C. SLAT SPAN FILLED CMU CMU SLAT SPAN FILLED CMU CMU PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.&FILLIED (PSF) (PSF) (PSF) (PSF) (PSF) (M SLAT SPAN CMU 139 47 1140 112 131 517 1140 110 PRESSURE(PSF) 5�01 140 97 1115 5-4- 140 93 120 61-7 125 84 102 V-r 136 79 104 F-V '140 r-ol 113 74 90 6,.ir 121 69 92 6-41 140 F-r 102 so 111 6-4* log 60 82 V-r 129 Vr 93 68 73 61-V is 53 74 rAr lis W-r 95 52 67 r-w 90 47 67 -r4l. 108 V4r 78 47 61 r4. 82 42 111 r-8* 100 61-9, 72 43 56 rlr 70 38 55 r-(r 93 r-T 67 39 51 r-al 70 35 61 r-c 87 r-31 82 36 48 V-9 65 32 47 V-r si r-r 58 33 44 al-r 111 29 44 f4r 77 r-r 54 30 41 lr-r ST 27 41 94. 72 V-0. 51 28 38 V-4- 53 25 36 V-r 68 V.r 48 26 36 7.8. so 23 36 ic-w 65 61-r 45 24 34 lKr4r 47 22 34 1174' 611 81-9' 43 23 32 tly-v 46 20 32 lop-r 58 74r 41 21 30 io,-r 43 19 30 55 9-3' 39 20 29 111-T 41 18 29 il-4* 53 D.-S. v is 27 lil-c 39 27 111-r 61 W-V 35 Is 26 11'4r v Is 26 Ir-al a l(r.o* 34 17 25 ir-ly 35 111 26 12'4' 46 IOP-31 32 16 24 --f7--C 34 15 2-4 - Ir-r 45 IOP-61 31 15 22 i?4r 32 14 23 t3'-W 43 Ir-r 30 14 22 iY4r 31 13 22 i3l-v 41 i'll-V 28 14 21 IY-4" 30 13 21 - ly-r 40 lll-r 27 13 20 17-W 29 12 20 14'-W 38 111-r 28 13 19 14V 28 V 19 W-r 37 111-r 25 12 is lr-4* 27 li 19 if-r 36 25 11 18 W-r 26 11 18 IT-V 35 Ir-T 24 11 17 IF-Ir 25 10 iw-v 31 17-r L3 16 24 1" 115 IF-C 10 17 29 12'-r is ly-er 23 10 IS 161-01 26 58mm BERTHA END RETENTION I NON-RETENTIION ROLL SHU77ER SYSTEM IfM J0NNW PL AMERICAN SHUTTER SYSTEM ASSOCIATION,INC. FLOW Lem MOM 050 AINW/SWM 0WAVIC DIME114 K 42U KWAM OW 16661 McGK=BLVD..UK 102 wm Fav KACK FL 3w I'M VYM ft SM FW:(239)267-3666 DATE:9/12/08 DOG. N(L: 10 REV.: cuffmw or 119451 1& SCALE: U.S. SHEET: 10 OF 10 Page I of 2 rr--- 'rjr 13uilding Code Online Llnk5 Search Publications FBC Staff 8CIS Site Map Bcis Home Log User Registration Hot Topics Submit Surcharge Stats&Facts 2 eproval Product A USER: Public Us >Application Detail Product Ao ict or ApQl1Catl0n.SearC >Application. -provAl Menu> prj��d FL3227-R7 FL # "M ,, Revision &':04 Application Type 2007 Z Code Version Application Status Approved Comments ly"u—'M Archived Product Manufacturer Wayne-Dalton, a division of Overhead Door Corporation Address/Phone/Ema il 3395 Addison Drive Pensacola, FL 32514 (850) 475-6000 gtaylor@Wayne-Dalton.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Greg Taylor Address/Phone/Ema�l 3395 Addison Dr. Pensacola, FL 32514 (850) 474-9890 gtayfor@wayne-dalton.com Quality Assurance Representative Address/Phone/Emal,il 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 Frank L. Bennardo, P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 09/30/2012 Validated By Jorge A. Pomerantz, P.E. " Validation Checklist - Hardcopy Received Certificate of Indepl.,tridence FL3227 R7 COI Cert ID992tnd.pdf Referenced Standard and Year(of Standard) 5-t_andard 01.4 TM 1FABRIC-SHIELD STORM PAN DESIGN SCHEDULE: WIDTH UNLMITED MIN(3)GROMMETS FASTENED vm MIN ALLOWABLE PRESSURES DESIGN LOADS (NON-SPAN DIRECTION) TO MOUNTING EXTRUSION OR ALLOWABLE REINFORCING - DIRECTLY TO HOST STRUCTURE SPAN LENGTH DIRECT MOUNT TRACK MOUNT TENSION SHEAR b' I zv._ 2-1/8' -66 t-H 308LW"1627LB/Fr 12'TYPICAL 108, VERT1 (TYP TOP AND BOTTOM) A r M.Uo gp GROMMET SPACI SECTIONS NG WAG 76 6-3 S, 61, 6-3/8' +119 PSF -119 PSF 'Wl 0 :)� U.0 3r 6-318" 1+128 PSF -lza PsF .209 LB/Fr 428 LUM w To M 4DI-C (TY,T, \-TOP MOUNT(CONN L 3� TYPE AS REQ'D) OPTIONAL SIDE NOTE: 9.25'MINIMUM ALLOWABLE WIDTH(NON-SPAN DIMENSION) z >u a "t L9 OPTIONAL I ANCHORS(TYP 9.25'MINIMUM ALLOWABLE SPAN 0 z OVERLAP AT MID-SPAN AT EITHER SIDE �3 lz z 0 (SEAM WELD ENTIRE OR BOTH SIDES) STORM PANEL SHALL BE INSTALLED OVERLAP LENGTH) SPAN NOTES: w w > WITHOUT EXCESSIVE SLACK,SUCH THAT OPENINGS BETWEEN PANEL& 1 ALLOWABLE PRESSURES SHALL NOT BE EXCEEDED. in z,z HoST STRUCTURE DO NOT EXCEE - --- 0 2. PANEL SPANS LONG THAN MAXIMUM NOTED ABOVE ARE NOT ACCEPTIBLE. 10%OF TOTAL COVERAGE AREA STORM PANEL 3. PANEL SPANS LESS THAN MINIMUM NOTED ABOVE ARE NOT ACCEPTABLE. x I I HORIZ SECTION 4. NO SEPARATION FROM GLASS IS REQUIRED WHEN PA14EL SPAN IS GREATER (THIS PAGE) THAN MINIMUM SPAN NOTED ABOVE. 0 MINIMM S. VALID FOR PANELS MOUNTED VERTICALLY OR HORIZONTALLY. 0 15"OVERLAP v u E BM70M MOUNT GENERAL NOTES: (CONN TYPE AS REQ-0) o' 1.THIS STORM PANEL SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE 6 12"TYPICAL IMPACTP I ECTIVF SYSTEM IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE GROMMET SPACING 4_� OPTIONAL NON-WELDED OPTIONAL WELDED OPTIONAL SIDE AND THE K2uoo6 INTERNATIONAL BUILDINGIRESIDENTIAL CODE,FOR USE OUTSIDE OVERLAP OVERLAP ANCHORS FLORIDA'S HIGH VELOCITY HURRICANE ZONE(HVHZ)ONLY, 2.NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF E THIS PRODUCT. WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD 0 0 Typi 0 CAL VERTICAL MOUNT ANCHOR DESIGN o 0 3.POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS N.7.S. ELEV SHALL BE DETERMINED BY OTHERS FOR SPECIFIC JOB--IN ACCOMANCE-4-TH THE z A rn Z 0 u GOV ERNING CODE. WHEN CALCULATING PRESSURES PER ASCE 7-9B(OR LATER EDITION), U OF DIRECTIONALITY FACTOR Kd=0.85 15 ALLOWED. SE 1 318-MIN 17/16-MIN 4.THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE 3. (END GRROMMEMTJ INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE < CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL a MIN FLAP REINFORCING 22 1 PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 0, v LENGTH PER S.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUUURE TO DESIGN SCHEDULE 13/8'MIN WITHSTAND NEW SUPERIMPOSED LOADS. (Typ TOP/BOT) (TYP ALL 6.STORM PANELS SHALL BE PVC COATED WOVEN POLYESTER FABRIC(THICKNESS MIN FLAP REINFORCING GROMMETS) t=0.037-)WITH A MIN.FU-15.053 KSI. LENGTH PER 7.PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL DESIGN SCHEDULE AS FOLLOWS; (Typ TOP/BOT) WAYNE-DALTON CORP. RF WELD(2)ADD'L STRIPS OF PENSACOLA,FIL z: FABRIC ENTIRE LENGTH OF FLORIDA STATEWIDE APPROVAL go EDGE STRIPS(TOP&BOT) CORNER GROMMET S.PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE(i.e.WITH LINE OF 3' V-0, ELEV ANCHORAGE IN VERTICAL DIRECTION). z 9.PANELS 14AY BE INSTALLED WITH OPTIONAL SIDE ANCHORS AS DEPICTED HEREIN, /-oFrioNAL HOWEVER SYSTEM PERFORMANCE IS BASED ON TESTING WITIHOUT SIDE ANCHORS.TESTS u!t OVERLAP SHOW A FAILURE LOAD OF 907 LBS FDR THE#4 GROMMET AND 4"x3*3-PLY PVC-WELDED w AT PANEL > FABRIC CONSTRUCTION AT EACH SIDE ANCHOR(ANCHOR NOT CONSIDERED). MIDSPAN 0 10.ALL BOLTS& I OPTIONALSIDE WASHERS SHALL BE ZINC COATED,GALVANIZED OR STAINLESS STEEL ANrHOTLS(ANYANCHOR WITH A MINIMUM TENSILE STRENGTH OF 60 KST. FROM ANCHOR SCHED) 11.ALL ACCEPTANCE CRITERIA HAVE BEEN MET FOR THIS SHUTTER AS A NON-POROUS, I j0037"MIN PANEL SYSTEM,AS DEFINED IN ASTM E1996. IN KEEPING WITH THIS STANDARD,NO MIN174UM 'TYP NO SIDE PVC WELD(1)4' .3. WITH PVC-WELDED 3-PLY THICKNESS(TYP) FABRIC 9,44 GROMMET SEPARATION FROM THE GLAZING BEING PROTECTED IS REQUIRED,AND BREAKING OF THIS ANCHORS 2-PLY FABRIC REINF GLAZING DOES NOT COMPROMISE THE BUILDING ENVELOPE. lim SHOWN To FABRIC PANEL AT on THIS SIDE EACH SIDE ANCHOR UE 1 21 HOLE I _' 09 WDF-0001 01 EXISTING HO! PAGE UV=PUGOL STRUCTURE- 1.050" 0 40'MAX FWAY—NE4—)ALTON PART 2317477 FLANGE AT SIDES 13/8'MIN 7 p Iola PANEL PROFILE HORIZONTAL SECTION r2 N.T.S. HORIZ SECTION ANCHOR SCHEDULE 1 EXISTING HOST EXTERIOR WALL FINISH EXISTING HOST STRUCTURE7[(TYP ALL VERT SECTIONS) RUCTURE 3/4'MIN EDGE DISTANCE CONN TYPE C2: (UNLESS OTHERWISE OTED) ,CONN TYPE C2: ANCHOR PER zz ANCHORSCHED Sp.m Up To Span 5 6�0�p T.I SPm Up To ANCHOR PER LOAD ANCHOR SCHED 112"MAX c N CONN TYPE CONN TYPE EMBED�- (pst) .:r 1/4-20 x 3/4'STUDS(PART ANCHOR 0 r4 _ a ca c3 a cz I c3 cl c2 I c3 �o ;-C 38 101.IW 1. 711 7"PrZA1 4" V,14 *336960)AT 12'D.C.WITH 1/4-20 x 3/4"STUDS 1/4*LAG SCREW fo - AT 12'O.C.W/W.W.N. WITH 1 4"m 'w 1/2' WASHERED WINGNUT Lol 2-3132-THREAD PENETRMNEN 47 8' 3- S" 5- .7��o MAX -W.W.N.-(PART#306898) 1 6. W U Cl 53, TENSION REACTION THREAD V 66 61 TENSION REACTION 4 (REF DESIGN SCHEDULE) P9NETR i6 4" 4- 3" - Z Z 3�a 0: (REF DESIGN SCHEDULE) 129 4" W' 31, 3- u 1. 1., v v 4r" 4" Lu 0 SHEAR REACTION < ED SHEAR REACTION (FLEF DESIGN SCHEDULE) 1/4..TAPCON(ELCO OR JTW) 3a to z z (REF DESIGN SCHEDULE) NO MIN. z OR#14 WOOD SCRE-W WITH 47 Z NO MIN. <� g� 1-1/2'MIN EMBED 66 W ul SEPAR.— Ln I- —_�L SEPAR u FtEQ.D 96 4" 4" 3 4 3 1-3 4" 3 3;' Z on- 7" 3" 1- 3" X 51 4 Lu 3 Em SMM N G REQ'D EXISTING -,F 3- 3 0 uy z 2� lu GLAZING GLAZING I,I_ 1 7-1 T' 10' 1/4'ITW TAPOON SG VWnfTMH 38 12*12" 12"it" 11" 2 1-1/2-MIN EMBED 47 12'IT' 12" w, r 17 6' 6" 7" 0.oul 66 W, 9" 12. 6- 6- all W; 4" 4" 96 Er V 51. T. " 4" 4" 4" 91. 4 W.W.N.OR 1/4'xl/2'S.S. EXIST. -i20 6-16-17- 5- 5' 4 cc SIDEWALK SOLT(PART*306900) H 114-20 x 3/4'STUDS -irtir 121, 12,11iX, I., I I., DST 311&'YrW SAMMY SUP 38 12 1(,. 10. -5 scJtEw WITH 1-1/2"MEINR AT 12-D.C.W1 W.W.N. STRUCT. 47 12"1 1WI 10" 7" 7" 6" EMBED 6" 0 7-1 7" 11" 1V 7" 0 107 Lo:_K_�i_�i-EL 0 cl F7" 6- 6- 6- 11 DIRECT MOUNT W/ 38 12"12"12"22" IT'11.1 01110- 1., �j EMBED. ANY REMOVABLE CONN TYPE C2 114 ELCO PANELMATE(MALE j! OR F=LE)WITH 1-718-MIN 47 L2 �w> ANCHOR SHOWN ANCHOR PER L L2:12-12- 12"11- B"_ B" 7" IN ANCHOR SCHED ANCHOR SCHED EMBED 66 L2:L2-11" B" 8- B. 6" b" 4" < E 96 11'11* 9" 7" 7- 5.1 611 ll� 0 4" < 9;1_ 228 Er B. S.. Lb 00 0. MOUNTING SECTION MOUNTING SECTION - z z 4:� t"2 2 1/4'HANGER BOLT a la"10" T' T' 1' 4-1 4" 00 3: VERT SECTION 2. 3-�11-0- VERT SECTION W/2 1/2'MIN EMB 1 - 2 er' .7 _!j w, r S"15" 4" 4" &I 1/4"FO. 66 6" v 00A 4"14" .3- 3-1 �FMBEO 96 11 rVIIIA 3"13" 3",3' 728 't� F 3: 5/16*HANGER.SOLT(MALE) 38 12:12"L21 12 '110 EXTERIOR WALL CONN TYPE Cl: 12"JIT'Ill"ill A,;2 3: W/21/2 MIN EMBED 47 k2"Lr 12"17*112"1 9"1 9"1 8" DIST FINISH(TYP ALL DIRECT MOUWT W1 ANY ANCHOR SHOWN IN >—EXISTING HOST VERT SECTIONS) ANCHOR SCHEDULE CINCL NON-REMOVABLE) &I. ED. 66 12!12" 12. 9. 9"1 9-1 6"1 6"15' STRUCTURE �EMBED 96 S'1 6" 6"1 5- z 12. 'STORM PAN I MAYBE LEG DIR L2L 121 EL DECORATIVE 129 9-- 9- -CONN TYPE C3: EXISTING HOST STORAGE'(SPDS)2-PIECE COVER, ——Ir REVERSED STRUCTURE 3VS*HANGER BOLT(MALE) 38 12r"12"12" ANCHOR PER W)UNTED WITH SAME ANCHORS wl 3-MIN E14BED 47 12"12" 12"IT' r .12" ANCHOR SCHED FOR STORM PANEL &1 1/2'F D. E; 6 6 . 1:22'12' 1- �EMBED 1 96 JIV'12'11- s.. S. TENSION REACTION j CREF DESIGN SCHEDULE) C73ON 128 1 V' T' 9" B"16" EMBED TENSION REA NO MIN. (REF DESIGN SCHWULE) SEPAR. cz REQD ANCHOR NOTES: 1/4-20 x 3/4" EXISTING TUDS AT 12" Z' 1) 1/4'TAPCONS SHALL BE BY rrW OR BY ELCO,AS LISTED IN APPROPRIATE ANCHOR SCHEDULE. mo G S "ELCO PANELMATE'ANCHORS MAY BE MALE OR FEMALE ONLY,AS ILLUSTRATED. Im GLAZIN 2) ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS PER RESPECTIVE ANCHOR SCHEDULE. D.C.W/W.W.N. Im x &n r INN u EDGE DISTANCE OF 314'IS ACCEPTABLE FOR ANCHORS TO WOOD,DOCEPT FOR 5116-AND 318- ON HANGER BOLTS. REFERENCE ANCHOR SCHEDULE FOR MINIMUM EDGE DISTANCE REQUIREMENTS FOR 'THESE ANCHORS. -\-SHEOkRREAcrioN 0 GN tn SCHEDULE) 3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND NO MIN. EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. SEPAR.— PANE 4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACrURERV RECOMMENDATIONS. ..I- EXISTING REQ`D DUP& 5) WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTMG CONDITIONS MAY VARY. FIELD LEG DIR CONN TYPE Cl GLAZING E VERIFY THAT ANCHORS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, MAY BE ANCHOR ER NOT INTO PLYWOOD. E 'SPDS"WHEN ERSED E ANCHOR SCHED NOT IN USE- 6) ANCHORS FASTENED TO NARROW FACE OF STUD FRAMING SHALL BE LOCATED IN CENTER OF -F IS;T ',7 STORM IN NOMINAL 2X4(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS ACCEPTASM FOR ANCHORS TO WOOD I ' . PLACE WHEN N USE FRAMING). WOOD STRUCTURE SHALL BE"SOUTHERN PINE"G=0.55,"SPRUCE-PINE-FW G=0.42,OR 09-WDF-0001 L GREATER DENSITY. EXISTING HOST STRUCTURE 7) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIEED HEREIN,BUT 014LY PROVIDES PACE osscownom "SPDS" SECTION MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED _iAYW_4&T0N PAU S317M M 0 4 (OPTION IN SPAN SCHEDULE SHALL APPLY. 9 UNTING SECTION AL) 8) MACHINE SCREWS SMALL HAVE MINIMUM OF 114-ENGAGEMENT OF THREADS IN BASE ANCHOR V-0. VERT SECTION 3-=I,-u* VERT SECTION AND KAY HAVE A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(-SIDEWAUK BOLr)U.N.O. 9))Egn DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTIBLE FOR USE. 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT MOUNT INSTALLATIONS. 12110120DO.1223pm kolW RIM Pn4ml FUnsMay—Uton(WDF)VDDg=-W0E-0Wl Fab&-SWeld Mom Pwal(FSAMO-WDF-OMI–Ola FabdrSNld Sl�PanM+Tmda(F&A)&Wg WOOD(G-0.42) HOST > STRUCT. I-- ip ZE m ;p iE e- xo_- 4e clt� -Z: > rn z 61 qR M.N r z i–MY I m A" 777--- 11 9 61 9 1-t 4 4 m G%cq 419 c�Ll Ul 19 t 4t I 1� Ll -1-%t 9 9 6' n 4�^ - 9 c CONCRETE HOST > STRUCTo z n o o C, 0 En 0 m _n n A 'Ire d F� -1-19--N Z -jZ 2 -I W-�7 9�c 0 't k�L qIz q'q %-1 W -2 4�1%9 9,9 2-2 9. c� w lul Tilo 6' Z Ni I I I z-K K-4 Zi'"Ni ZZ .4 Z-gj-418IZIZ-41,q -z n -Ni 6, -4 0 ... 6 n . .ff I , L ;- - -- > .0 9n I ca 'i'i 9 13 Z v Lq 9 ^tlz Lq Lj 4%Ll T,) IX) cD REMARKS 'Y""I'l LIS WAYNE-DALTO ENGINEEAN I T EMS N A DIVISION OF OVERHEAD DOOR CORP. ffXP6ESSm n 33,95 ADDISON DRIVE 160 SW 12th AVEN.U. -, #10 E� ACOLA,FL 32514 6 IL= DEERFIELD BEACH,-F,11�442 -T -0660 C) -SHIELD PH:(954)354 FAx:(954)�54�0443 PF FABRIC S ORM PANEL WWW.ENGEXP.COM,. C:) FLORIDA STATEWIDE APPROVAL CKMYMAUTH.M.83 WWw.wayne-dalton.com A FRANK L.BENNAADo,-P.r.,INC.INNoV"Aili& 3112111111m COME 1919 111111111222 milmomomm ", , MM m 2 IBM MAE I MERM Milli 11 momommmomoomm om OMNI 1,1111, 11 mom me 0 \\2[ mmmimmmmimm mommmimmmmagoom mom ..mm mommumammomillim I all mom ---------- w w ME Immm jualtonj Z 1-1=1 Z151 1�1,.1 N�DIR,117V�,VE, FABRIC-SHIELDSTORM PANEL FLORIDA STATEWIDE APPROVAL www.wayne-daltDn.com NOV-22-2010 11:17 FROM:CLERK OF COURTS 904 270 1512 TO:92475845 P.1/1 NOTICE OF COMUSNICEMENT MPEPARE IN DUPLICATE) Perolm mo. Tax FoW No. 165S19-076S sum a0i_71-6—MF C&Afy of —'D—uVvr— To~It may co The..-A a im kftmm you that bnorevements MR be roaft W GwWn rest PMPWV,04 in accoi ft Go Wo so 713 of the FIm 1 &Statuteill,V*faftwIfte 111116fird0m Is SM04 In thb NOME OF C0111911EXCEMENT. Leo deecdOon of proo"beft Improvet 46-94 09-28-293 TIFFANY BY THE SEA Addru&of prowly beft Wnorovod: 2219 Alicia Lane,ftlentic Beach, FL G"01 410900ion,of Wwro"Inow. Dock Addition ow,W- Mr. and Mrs. Zirakparvar Z_�Qgjzm'l 4744a4v A00roas same Ownar's Intemst In zW of the Onprovernerl loop, Fee Siwom ntion~M War ftn owner) mom Afteas 0ontradw Donald 9 Phillips Address 12620 Fish Hakl Lane, Jacksonville, FL Phone No. 904-013-4320 _paxNo. V If&"Y) AWmu Amount of Wd S_ Phone No. Fox No.- Neorne mW ed*m or any pomon O*khV a low 1W 0*oW4h4tW of 0*MVMvWftmts NWM Ad&M Ph No. Fax NO. Norrig of peso,wiviin ft State of FWWP.ottw then NmW,dosVoW by owrw mon whom room or documm rmy be sor4d: Norm Ad*"& Phwo No. Fix No.- In od0m to tiffm4.owner~etes ft followft pow 16 mooiIa a copy offt LieWs NOW as pmiftd in 3ecVon M.06 t2)(b).FI*Ms Stolutes.(FW In st Owner's op0on), Norne Address P"ft No. Fox No. EmArotion date of Nolme of Comnercernent(0*axpW106 MO 0 Wo(1)year Irom ft d#*oflem Ing unbas a .11.1 dde is specRed): TM SPACM MR ItWORDWS OU ONLY r/,f x'. mm W" 111011*1 1 QATWW il-9" Zf/d "yd in 14 ago". 111"W"oty ey --ho"by JOCI!LYN JAX P4H41 Nurnwy PW&1 Eqfm 6030=13 Kecor*md i I e22f201 U M 10,2, AM. jIM Fui..LER CLERK CIRCUIT COURT DUVAL Low&m �brft Nmq Amm.Inc COUNTY LIM Ott=C R111COPOING$11 o on City of Atlantic Beach I 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 Date routed: 12--L2-a Ad— City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM P ro pe rty Ad d ress: /* DeqArtLnent review required Yev'No ;ffuilding ) V Applicant: el i t?,5' ��g &Zoning Tree Administrator Project: 7t_61) Public Works Public Utilities Public Safety Fire Services V' M-0 "n 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: APPLICATION STATUS Reviewing Department First Review: dApproved. ElDenied. (Circle o.rie.) Comments: PLANNING &ZONING Reviewed by: Date: /01 TREE ADMIN. Second Review: F]Approved as revised. REVenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: F]Approved as revised. RDenied. Comments: Reviewed by: Date: Revised 05/14/09