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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # - aCCO O--Z-e© RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION SCANNED 2300 VIRGINIA AVENUE RECEIVED BY FORT PIERCE, FL 34982.5652 St. Lucie County (772)462.1553 JUN 21 2019 APPLICATION FOR BUILDING PERMIT REVISIONS ST, Lucie County, Permitting PROJECT INFORMATION LOCATION/SITE . ADDRESS: nRC( a) US DETAILED DESCRIPTION OF PROJECT REVISIONS: 'PLA852)a3 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: Chi C-1514S 43 ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: RQ-BIE5L.iO qho,�3E7✓ —ii -\I✓ VJWDN6F \ ADDRESS: CITY: PHONE (DAYTIME): STATE: OWNER/BUILDER INFORMATION: NAME: CITY: 2FO � PHONE (DAYTIME: ZIP: FAX: STATE: F— ZIP: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: _ ADDRESS: CITY: PHONE (DAYTIME): STATE: FAX: ZIP: SLCCC: 9123109 Revised 06/30/17 R"I A S 10 N Florida Building Code Online I I Page 1 of 2 ofessiona! Eteg'ti 1?Kat'n CI$pr, j8 CObptr CBPR d brlda Product Approval pr a USER: Public User Product Approval Menu > Productor Appliotion Search > Application Ust> Appllcatlan UeGa FL # FL1850-R31 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@ eastern metal.wm Authorized Signature Technical Representative Address/Phone/Email Bill Feeley lrodriguez@eastemmetal.com Quality Assurance Representative /g'64_6 33� Address/Phone/Email REVIEWED FOR Category Shutters CODE COMPLIANCE CODE Subcategory Accordion LUCIE COUNTY Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional -/% _ Report - Har(1P1r ❑ Evaluation Report - Har op Re ei ed Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Walter A. Tillit, Jr., P.E. PE-44167 National Accreditation and Management Institute 12/31/2019 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received L1850 R11 COI AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17 102 CERTIFICATE OF INDEPENDENCE.PDF Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs9d/o2fl/o2ftCOhpJQ... 6/21 /2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 FL # I Model, Number or Name 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Drawing# 17-103 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 psf positive ASD load and 13'-0" for35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. Description Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane protection. Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports Yes 1850.2 Bertha HV Accordion Shutter I Extruded aluminum interlocking blades retained by tracks (Combo) - HVHZ - Drawing#17-102 I (top and bottom) for storm protection Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other:Large Missile Level "D". Max. span is 13'-2" for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HVS blade w/o window blade for conditions indicated on schedule #1, sheet 12. And 12'-3" for 30 psf positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. Installation Instructions FL1850 Pill H AMERICAN_SHLJr'rER SYSTEMS INC__ DRAWING 17-102 BERTHA HV ACCORDION SHUTTER SYSfEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports Li 50 R31 AE AMERICAN SHUTTER SYSTEMS INC. DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 1850.3 Bertha HV Accordion Shutter - Blade I Extruded aluminum interlocking blades retained by tracks 1 Only (HVHZ) - Drwg# 17-122 (top and bottom) for storm protection Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. span is 16'-0" and 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HVl blade, 8'-0" for +64, -72 psf load for HV blade for Keystone mountings 7-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf, for HV3 and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Installation Instructions FL1850 Rll II AMERICAN SHUTTER SYSTEMS ASSOC. INC DRAWING 17-122 BERTHA HV ACCORDION SYSJ RDF Verified By: American Test Lab of South Florida Inc Created by Independent Third Party: Yes back the# Party: Yes rangy :: 2601 Blair Stone Road Tallahassee R 32399 Phone: 850-087.1624 The State of Podda Is an AA/EEO employer. Convdoht 7007-2013 State of Florida.:: Pdvao, Statement :: Accessibility Statement :: Refund Statement Under Flotlda law, email addresses are public records. If you do not want your e-mail address releas mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any quest (I), Flotlda Statutes, effective October 1, 2012, licensees IIcens al under Clabber 455, F.S. must prc emails provided may be used for offitlal mmmuniratlon with the licensee. However email addresses please provide Me Department will, an email address which can be made available M Me public Tc dirk here_. Pra4uct Approval Accepts: gE JA M Credit Card Safe electronic 455.275 one. The https://floridabuilding.org/t)r/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 6/21 /2019 G P off. q ® 9a Ig �_ y YJ F£ 22 aa R yO2 ggF i � gg SI 31. Zia OP g a B5 - Q L'. Saiy9 i Of Ag 61 (^� Gi z P3 0 i'>' p� rl WJ to 12 ` $ 1Pi 2 F On 2 ° �3Fa � � N r ins , ! h O y SnANaso F F� 6.z ie. z D G �G� FFIFi FII��o m WOO N a gzO V 0 r p 11 U m t7� E x a NqN� i 1ThL OLID RLADE COVERED UNDER US PATENT A. 5458179 I$ HY WINDOW BLADE• LIMITATIONS (V USE OF BLADE 0 ON SHEET 6063-T6 ALLOY AND TEMPER 3J56• 6]0• 6' D.07 ©HY ADJ. FLOOR TRACK OUAUFIED FOR; USE W/ W BLADE l 6063-T6'ALLOT A O TEMPER 17• 060 7 n ,it HV CEIUNG HEADER FlED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR. VALID '6063-TB ALLOY AM TEMPER %MNYMNI 1' 1' : 906Y OISIDE. ANGLES TED iOR•US7 W/ HV BLADE Q W63-16 ALLOY AND TEMPER 8 • a ' I ]69 0HY UNIVERSAL FLOATER OUALIFlED FOR USE W/ W BLAOEQ 600 -15 ALLOY AND TEMPER 19 J.R 6 1.500• 00.5' DW.) A.Bw' (2) HV ADJ..ADAPTER W%LIP OUALIFIED FOR USE'W/ HV BUDE0 6063-TB ALLOY AND TEMPER � VMIES )• t6' IW •n 0 - t' A 6]0 1©.HV HEADER/SILL OUALIFIED FOR USE W/ W BLADE�1 ONLY 6063-76 ALLO4Y AND TEMPE ALUMINUM ANGLES. OUPLFlED F(I USE W/ HV BLADE I ONLY. 6063-T6:AUDY AND TEMPER ®'HV DIRECT MOUNT OUALFIEU FOR UfE W/ W BLADE CII 6063-16"ALLOY AND TEMPCR 2 15' .09R� �HV QUALIFIED OR USE TRACK OUPLIFIEO FOR U�SE W/ HV DLADE Q 6063-T6 ALLOY A D TEMPER a' .09J .09J' 3929' 73 HD I IN HAD R/ II OUAURED FOR USE W/'NV BUOE' 1� BEE SECTIONS FOR VA DOY. 6063-TB ALLOY AND TEMPER WLIPONENT A 11 D TI T2 'l/w T 0.1W A• 0• 0.190' • 0.131. I t. Is IL�ECO * i TIUFT TESTING'. A ENGINEERING COMPANY ]MIo 64 .. xs, WnW oNsees. 11411W A i-� PAms a'L3WF671-1m. F.�.v (J06)971-16JI s113 mw: hmso.00lc MAL. A "LUM 1. PE ATE: Row Lie. E .,w 1. QS HV 90"/7801 STARTER DUAL! EDE v BUD��gpR USE W/ HV 6063-76 ALLOY AND TEMPER 6>0• .99R• .0W' 8sR J•g 1R .00 9 HV TRENCH TRACK OlWlFIEO EO USE: HV BLADE LLOY ONLY. 6063-f6 ALLOT AND TEMPER Vmm I1936• .1R6' HD 09J• 14 OUPLFIA L USE W SI BLADE Ip ONLY. 6063-TB ALLOY AND TEMPER R Y 1 10 1 2• 1 R• 0.12J• ] 3 0.090 2�10 CORNER POSTS QUALIFIED FOR USE W/ HV BLADED 6063-TGALLOY AND TEMPER A.S.S.Aw Amelicon ShuH•r Syafema Asaoc)atlon, Inc. 4268'West Roo& ON West. P61m Beach, FL 333O7 Phone: (a00)4.32-2204 . Fee! (561)209—E (p HV RAINGUARD OUAUFIEO FOR U W/ HV 6063-T6 ALLO�E D TEMPER DRAWING NO 17-122 s> ' Aa 6 D o6 D62' 9 g kk1 0 6 21 NV CENTERMATE ,� GUALWIED FOR USE W/ HV BLADE 1Q& e ONLY HV' FLOATING CENTEI 6063 T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE( 6063-T6 ALLOY AND TEMPEi 1> 6 6 s �. ONLY PUN � IFM'!'El£VAMW r, O (• RMATE LOCKER FOR "T".LOCK CENTERMATE'dunLIFlLa6sQR6 ALLOYr/AND tE4PEp 1.ONLY' OUAJFIED FOR USE Wf HY B{AOE 1QONLY 6063-T8 ALLOY AND TEMPER 191 D&' :218' ilk . 14D ' QUALIFIED FOR USE W/ HV BLADE 1. 6063-T6'ALLOY AND TEMPER VARI 12' NN. I14i4 /e- a- DCTAOS)2a SS. 0R3/81�18 MHK.' (5f£ M3) 4IV ®LOCKING RODS QUALIFIED FOR, USE W/ HW BLADE(1) 6063-T6 ALLOY AND TEMPER Q, 5 INSTALLATION YELL REQUIRE A 7/16" 'HOLE D ILLED AT TRANS FOR PROPER EMBEDMENT 6063-76 ALLOY AND TEMPER l li r J LSYS'0 W, FOR',USFPA W/ 14V BLADE Q' I lnal/ I Nw, >'iiRE.neo' wusw DvueE o - O - ,J16 RAR�u) (ExMXA[ d®HO LOCK LAJSE W/ H BE(b ONLY.. SAW 0 l2 d3 e INS IFIED dR USE W4 IN BLADE 1' &.1� 6063-TTOOOIALLLOYO�■�IND TEMPER 0-20 AISI. 304 SERIES S.S. M QUALIFIED FOR USE W/ 1TV BLADE, 1 — ECGENc tICUT TESTING & ENGINEERINO.COMPANY eiss pti. .ism. x., m.: •ms. MRaxP aum0as, Oama v Poen, : (m570)T.-O]O . M : (]D31eT-15iL TOLD J, PE. Lic 0 UI6] C-)J E fASi 6tLL WIlOPAAWVI�FDD B¢95 NPR fiM65C11NDDl (exPa9e ruled) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HW BLADE (D& 43 ONLY. 2 . PUuSoRtCDscR6TwO 25D. NFAO EOy 518" 60' AfIn_Ey1I�R $I�Rt{E1�IING525. 1�4"t-2U % 3%4 BEFORERIVERNG S.S. THUMBSCREW 1 /$A-20 RIVNUT* wksuOEs vuv ALLM. 12024-n AUDJI lAt. xcE.THN.. 6NEEe NVl . PAR) 1 0020, AS WI MACTUISD fir Awn CHEPM iF%IWN. PAR6PR , NDY JE U DIOU OR EW4- HV "T" LOCK ® J-1V ALTERNATIVE LOCK QUALIFIED FOftUSE QUALIFIED i0$ USE W/ HV W/HV BLADED ONLY. RUDE IIlONLY. HD LOCK DY REGENT NPROWAW Wng LOCNS'! OUAUFIEO FOR USE "W/ HV A.S.S.A. American Shutter 'Systems Association, Inc. 4208'Wabt Roods Olive West Pafm Beoch, R 3J407 PEonee(800)432-2204 .Foc (561)204-8360 DOW Yin. t .12Y uec gg n S TNuuRlwn NDER N OR NEY des .n� poem DRAW NG SHUTTER ASSEMBLY SCHEDULE FOR `HV Q. HV Q W BLADE 1 ®, HV BADE 1A _ HV LONG RECESSED NYLON'BUSHNO @ HV SHORT RECESSED NYLON BUSHING .®.' RV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES e:870"x3/16- THICK NYLON WHEEL.. 0.188`0 AISI 302SERIES S.S. RIVETS HV 1 3/4-'ACCORDION PIN W/#8-'',HEAD t NV 2 3/qr ACCORDION PIN W/ d8 HEAD '® POLYCARBONATE IMPACT RESISTANT HV WINDOW y�plVArOWET; (i) HV PM @ SHALL ALWAYS BE. USED AT ALL ,EXTERIOR BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/ HV(DOR HV lf� BLADE. 11V PINS. ® MAY BE. USED. IN 'LIEU. OF (9 AND. ONLY AT :RIDR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV (D .324- )E WHEN CORRESPONDING, TO INSTALLATION "I1 ,SHEET 7. sty00, . - HV 'PIN OR (D W/ 1/2" O. D, 1/16" THICK, S.S. WASHER 0 1 BBEE USED FOR DIRECT MCUNT INSTALLATION PER DETAIL X. EXTERIOR A BLADE'S NNIKRIE fTn') :i (DOR'® (D OR.. 0 jj� III✓'' i j I EXTERIOR. HV PIN.Q OR q AT OILAIDE%T IOR 'xN(SEE NOV * FOR REQUIREMENTS) .REM13LY LAYOUT 0) HV BLADE SOLID & (A HV WINDOW BLADE DETAILS N.T.S. :,.u➢ir ..... *, I E'C01.e, FLUT TESTING h ENGINEERING COMPANY J: ( ) 34..103 NaGIG WILo RCLW 1 ,p vnane : (soJ)e21-Ispa . r;..:. (JRs)aN�isn as s• mnoE .6s25' slc�Eaa .6625 ,6szse ON SHEET POLYCARBONATE SOURCES FOR R wrosar �T rmr t Nma:xa nxnvm � efiomiC[ :rm�/® eR�tl SFfIIY: WNIY I3N M2 romE nclt #nawiN asm Hale qxm 9SW :t Ivxula:smowm..'yiw wrv. .oe Am Awe .i. Aacn wtiiui aIPJN wn 6ne o AOJ I. oat amaaauao wn vue w.n-m/n I.n-.a! a:ne wsm asw omxJ ne x eie x viv wn oieaenuo nsas Rem c-1 aus a -I a.iss snr xwron - wlR olne IwB Y oeo i 16A9E0b •sn aim mun[am[wix rse[n .mu ea om rd uu4e. tAal[s<xtn eaaxe xun::mm�: tml AM ewi Wt emaoal A.S,S.A. American Shutter Systems, Association. Inc. 4168 Walt R..d. DA West Paw 8eot8: FL 33401 Phonee (800)432-2204 . Fox: (561)209-8360 DRAWING Noy 17-122 CONNECTION AILS SHEETS'10 Sk IB VP. FULL HEIGHT. �i��waan��naa�e_raarnaaran��,sa�arl� aaaarrt__n �L 1 I u�au�a���aeaaisa��aa-�a�aaa�a aaaaua60 0' eya�q `5(�•'�al�a 10 `QJ TYPICAL (T) HV BLADE SHUTTERTYPICAL HV BLADE SHUTTER' ELEVATION N.T.S. RE �a im OF CORNER CENTERMATE NOTES ON HV LOCKS AND CENTERMATES, 1.,YA0\TORT rnxnmeu 11 ONE'HV' LOCK e�'Or SHALL BE USED AT 1/2 OF.SHU TER SPAN FOR ANY SPAN OR 12' P80VE OR.BE,KOW �2 OG 11=1R SPAN OR SPANS W TO tOS', AND FOR INSTALfAttiDNS�T AM E=Vhl. HU LOCK �9 or MAY BE USED A5 AN INSIDE OR OAOE LOCH, ATTACHED TO'4y Oft CENIEANATES W/(2)' 1/4'0-20'N 1/2' LONG FIAT HEM SS, M.% LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICA SHImER E, ATION., 3: IT DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWD HV LD( OR NAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 70 CENTERMATFS Ok Q�j SHALL BE AS INDICATED ON .NOTE ((1) ABOVE. LOCA710N OF LOCKS SMALL BE ASINDICATED ON TYPICAL SHUTTER ELEVATION. POSTRON T, - 'ONE HV LOCK @ or ®or ® SHALLBE USED AT 1/2 OF SHUTTER SPAN ,FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER. SPAN FOR SPANS UP TO 96'. AND FOR INSTAL ATIONS,AT ANY ELEVATION. ITV LOCK ® 0r ® or 0 MAY BE USED AS AN INSIDE OR OUTSDE LOCK, ATTACHED TO ® or 0 SYMMETRICAL. CENTERMATES W/ (2) 1/4'-20 N 1/2' LONG MT HEAD S.S. M.S, LOCATION OF LOCK SHALL BE. AS INOICATED ON M+ICAL SHUnER. ELEVARON. USE OF LOCKING RODS® W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. o Kq N. � w/ IP n-w A 1 ]/I' NM a.>. IMNt4ucO nULI w/ I/e m N 3/32- WNGNUT OR'W/ 1/CI-2DAY S.SAS. INTO, 1/4'AA 5/8' RM=.- :OCK MAY WSTAULED. AT MIOSPAN OR 12' "NOTES ON'HO LOCKS & CENTERMATES' 1. -- ONE ALTERNATE ND LOCK � MAYBE USED IN UM OF HV LOCKS- FOR ANY SPMAT5 INSTAWTIONS AT ANY ELEVATION. ALTERNATE ND LOCK Is MAY BE USED AS AN INSDE OR OUTSIDE LOCK: ATTACHMENT OF No LOON �3 TO�exy. M W/ 3.IS N 3/8' F.H. S.S.M.S. AND INCLUDES REWWROEMOfT INSERT 0 AS SHDYM ON SECTIONS NOB�HVB AID NDC-HVO, SHEET 10. LOCK MY RE INSTAEED AT MIOSPAI OR 12' MAWMUM BELOW OR.ABOVE LEDSPAN.'USE OF LOCKING RODS.0 a COMPLEfELY'OPTIONA. V >! IL ECOIEIO. * 'COMPANY i( .M \\� `1\ TILLIT TESTING & ENGWEERING lJff N:N. ]6Y: T.� Sh:lro: MNitG lU®D4' FLOPoM 11 PM1M> :'I]'J91AT-1S]A . rOY t (]018]I-15]I A.S.S.A. A�� #1�W American' ShuHer Sysfeme RLv.Ro Dacmonax. Aeeoatallon; Inc. 1 am ts-0e0 4268 west llo DNw R WCsL-Puim B.CH. R 3340T f PKenf: (800)432-2204 . I`- (561)209-838D' N CONCRETE MCHORS (SEE SOHEauIE ON SKU 13), E. U.. w It NIN. S ory O aw'w,Ss EYIITNO (SEE VEErEr 1 ) OLlSS� HV WALL HEADER INSTALLdTIOM '11N WRY (iA55 R (SEE SCNFONE b m E n) U RIIN. SEPP Tlom TO C S SEE SCHEOUIE 01 Som 11) LONCNEIE N On (SEE SCHEDUUES ON SHEETS IJ & W) \;J n 10URE0 COrvCRElE_ ='<x^=uu�ca SHEEM 13.h 10) \�ERw WALL DILL IIVJI OR CONCREn: BLOCN W"E REOWLLn E� HV WALL SILL IHSUIlATION xmr'roz roue u4nou bt c=rnONy E. B.. EDGE 05iN5E INSTALLATION DETAILS W / 1- SEE gIEE{.4 MR „P,CALSRtfflER,• assEVBLr. 2- NOUNf1NG SECTIONS Cea . CW&HED (sEc mErnunoxs CN SNEET TS) ♦ sEE uurtaTx>Ns w usE, MR�\ BIAOE ©ON Se&ET I9 l 11 HV BLADE a nNY war.To sort an asruumoN. ASSA STATE1' * I TILLR TESTING &ENGINEERING COMPANY American Shutfer Systarns 9p • p, ,� nw•Nw. �V 1\ PAmo. a o>s. wmrs. Roan aae Association, Inc. J 1(S5)671-15N,Tee 1(305)871-191 4268'WeSRooEF �`07 O =.SS/O �j\alplEs -I FL M4 FB-p008219 "�° 0O19Pbana: (B00)412I2204 ,F= (561)209-8360 lY161 P E 9LYl.41fE%E➢19y0AtE0 44. ROFOR 1k Mta> System WNW MADE .. 6I: uL uT0 DRAWING Na 17-122 SHEET a nr bn CCNCHEIE ANCHORS (SQ scNuvUr ON sTiEEI 137 n a e.mOe® CG% HV CEILING INSTALLATION EXISTING I (DI --Q OR ExIshNC mnss- ON t OF SLBR P,REAmE � I B, aw mm SEA A. EWE.OF � ,I AP0.YJeIL OR ��' r vwnm oe_� cwcR t a RLONMEO D. . D.•i E Isauwm 'fur wi,D WNCREIE ANCHOR$ vouREB cer+eRETe (sQ SOiEWIE dl SXEE( le) s`uQT x�DEw°MQ� ELTM1°) RE°NItEp HV FLOOR INSTALLATION'} Q HV WALK —OVER INSTALLATION It TRENCH INSTALLATION nIID ONLY MR UP TO +70. -76 PSF AS.D. DESIGN PRESSURE RATING k FOR SPANS PER. SCMEDU(E p. SHEET I .--ll CCNCHEM, PNEHORN (SEE SNWtI s M QISNNO ION MIN. SEPARATION TO clASEE SHEEM tr a W) SGIEDU.EUE ini rS°C.Ha- _(SFE -S. tEOU t)/ J L. ROWw/M I/.9 ttws 6 4 FF g 3 a 15 NEX NEAR N O.C. ( 3 CONE ETEsct uE ON$ CH V D.C. ' sNEEEr t{EDUIL ON .el .D CONCRETE POURED c CRETE (SQ SCHEDULES UN 1/LI ON SHEET t S.o.a E%1511NE NCN sThUQUwL O '.- CR CONCNE,E BLOCK SWEETS Ib !' 1..), INSTALLa _ SQ NOTE j301 1 z.°EOMw .„�tmv mrmNan,: CPHONAL PORRED REWIREnO HV WALL EWE OF FLOOR POU EanENE1r- BLOCK 0 WEFTP.H. MIN -- - ° SLAB ON SND REM ED 11PP�E - HV WALL WA K OV R INSTALLATION QJ HV RAINGUARD INSTALLATION } _ ( .KEYSTONE MOUNTING INSTALLATION WE For WMHINATIM OF SECTIONS > � E. D. EWE NsiANCE }1W5 m}iuIALIOe SIWE BE uuo,w /.zn. ovw v163uxL WlllnA'slnnTw vw Y-C .w.-]9 ,wl I- SEE WEFT 1'.FOR TTPICA BI41DER (sQ SPETJFlGl10NR ON 11) ,INEMW;, ,"° a, ' Wa"an �` `°" BLUE ON SHQT 1R I.NSTALLATION DETAILS W/ Cn HV BLADE 1- MOUIt11NG BCCRONs W BE SnNaNED On EMReNU . Ix. Art tar TO SW Axr RrsrAIUTAN: AAn FLORIDA BUILDING CODE (High Velocity Hurricane Zone • , /f ® 1017 EASTERN METAL SUPPLY, INC. tIi,`�� l JcENSF �� _ ` IL ECO1■G, A S S A ■ BERTHA HVTM AccordionShutterSystem `, y /y t ?, I'* ; ■ ■ American Shutter ems REVN, RV. ■nbE pf w OR w/o Nv, wrmx asnE t' ' ATE QF TIWT TESTING A ENGINEERING COMPANY Assoala", I. Ine. ,7 pf9Cp,ETIOK IyR M,M, Bn. ML . 9 ��'' 6Y3 xN. NIw 54 54, eN, w GWpFM, M1pmt NI M,ma • (BOSmTI 15K1 i (]0s)RII-ISBt d10e West RCUEB �f R1D•. C ,1A SS�DEENG\1'ttt a1 Mreca°o Teem West Palm Beaeh, vL 13KD7 ; DRAWING No - P.ET 5KAnI'Lw¢jWE 1uLTLnE0. 1°�ILTr A. P.C.Phmw.. noNmA ue (e00)r11-130P .Fay. (581)t08-&l80 K 7-1 Z'1 I MW s SHEET e 7 OF O END *AI bUT 1NSHEETS 10 fa SEENOtES ON LOCµINC g00S®+MI IOI%5©'oi® IN ( Ewsnnoc ss INSTALLATIONS W/ 1 HV ,* KID 4— 1N LOON �°NS EET} / HME SVFq DETfLL xr 4 V4A VN Y BLADE / HV CENTERMATES GL9.,E=•wgN�6n0NW;m+a;,,e�o 15.0.©.0.(( 70'0° OR SEE END WAL GONNECTIDN ) D `®m©` 6N64- "'5RN4 LessDETAILS ON SH 1/2- a® ® OPPOSING SYMMETRYCAL CENTER_ 4Q M TE C ERMATES 110.3/4' SN.S. 0 I2- 10M� T MIN, SG TON 0.G WM LENGM: � / -� W/. HV C 4 0 W HV LOCK TugcwLi on HVB SYf.IMETRICAC IN CENTERMATES' w,.HV LOCH* ovnonN. OME0.10R1 OUT' (Y- W HVC "©'�°'® 10.•'�a' �-ExlsnNC Giass ©`Pv g srvngnnON 0' �yp��/`®' Mm ®� (ME SCINEWIP ON . ®. +., .,.,...s v w (ON SNENr 11)u-et1f4a(@NAl _ _ ON SHEET H)(INfPR10R) .,! OVT -I///GONGREIE vAnl s //SaN' cHOgs t; D.E. 3 + ' T OUT 6'1/2; MAY. SLACK / O_U�I (E(I£T1IOR)' HVE CY E** HVD 0E`PA FLORIDA BUILDING CODE (High Velocity Numc0nO tone 1LL1T �%✓ Z ® 2017 EASTERN METAL SUPPLY, INC. �CENSF` P BERTHA HVTM roc o A.S.S.A■ Accordion Shutter System ( .k E RV. MADE Sr W/ OR W NV. WNW MADE eZ�601E TILLIT TESTING & ENGINEERING, Am'T1C'0 'ShUH0 S Bf'm' ncv.xe oLscmmox wTE dvsm er: uL `s, i 3x csx2 x.N J s. sn wx vacm4 sr.Nad. waq ,ule A980C)O+Io11. III'. 1 ! oLO Ifi-aeO /oi/r a2 oe/ox/sT 44 TTM (]03)6)I-1530 F (aa3)eT1.15L 420 We31 ROaBd Onve 2. 1s .men: ae. oommm West Palm.. Booch, FL 33407 3. DRAWING No SS/Q p/1 �,PG+'` NN.TIX4 LLRIJc.P.E Phone: (8o0)�32-2204.. Fax: (561)209-93W 4 �%-�22 . PF`?vA}�'/Yt}l11yRE/DAIE M1OnM Uu,/MIa, 6 SHEET. E a OF 20 ALTER ATE s - "T" LocK 0 HV MALE/FEMALE "T" K NTERMATU 8 LOCKERS _W/1 HV BLADE SEE Etta CONNECRON DML-ON SMEEIS 10 a Is OUT IN 6 I{(���d/�} PI/llCOlfA^.x OCfYL NKi allM�JafO WIYRELO. o'�^©�O"v`Li'® .x4'r2u .LS BemmpsY aalwc auasQrewt. roo-N,n '(j.$),� d aaurzo d ,xrs s�Er; ud az usm vmt !x5 ELs (t 6�i�a(�1�1E�I�ItIT`Ju MSl41FMN RT4 Mfi510NN Ix 1M5 =v 'p sFE Nm¢'6 fan N/ LIX4t®. r iticx, aN s�¢a s t spins aaw Ylwww: ab3x-x}itLvO LVfEE rLvwEad nW"rs4 1,d¢o, uo0,cNdm 1pnou+, wavwrm, Yw +wsn OMA ki EW4. # V(/ 7/-20 0 z 1 1 &S g.T: ©HV "T" LOCK'(OUTSIDE) EN* E \ •I • E E c3_cj•, c�, ao s�sm���� ■■ err,/L�:,®�°� m D ® x - •x x. ffr a * IL' E'C O .pa. :0 A�O *; 0 NA Mft SL.G . ENGINEERING COMPANY O �. F f, !v! I xa sL sin: ins, ruin-1 (=)5 llnxau v -� P mw, (aasM"I-lsia , Eux (ws)a!I-la! =sJ • C,` ate, 1pf m- 1x[.00aa� ' 1 /DA'A � N y;llt! M1LiN..0.1�M11RlJI. 0.E P, 5C!}r N 0p}E t1n�. ue. / uiea SYMMETRICAL HD CENTEgMATES W/ BLOCK(INTERIOR) �5¢ P[ViQ)i Xp®(IX%Sd9RP! ## uMi64NY1M1 Ba� R! HO-x.9 5 IL KKO.M M! CdnAlAL9 IFMMV,] VM pJdO A.S.S.A. American Shutter Systems Association, Inc, 4268 west Roadz'Dnve ww P.I. Beach, a. W407 Phone: (800)432-2204 , Fax: (561)209-8080 Z .—POURED CONCRETE OR CONCRETE BLOCK WAf1 REQUIRED --Ewsfiric cuss V2' MIN." OFU) //I B.MlS. /t Da1/2' S.MS,._,/ --- O IB' O.C. 4 5 1 OR SEE DETAIL XFOR- ). DR s 8 p w E; 10 Y(�1. ADf C10 TRACKS' (� @©.© D T D CONNECT( Is - IT D91CONCRET ON SHED 1Taft N4WCR O wCRER: E1AOE4.lOk Q/•.J 12' 00ANWOR POUkV) CONCRETE OR CONCRETE BLOCKWALL, REQUIRED. z XMrNO CIAO S —i ro Hass. (SEE wmEE'w stEr SAVES rt PGt ttAOf ®aro pa C7 OR G SUM —i •USE I' OR 2"IMAR. (AS A PUCAWE)WxI%B'110'-2' ALUMINUM CLIP ANGIE (BO6}% ALLOY) AT MIONDCNT (2)1/4'o WCONS ANCHORS To WALL. At I- O.C.(LOCATE AT PLIHER SIDE OP (D) I' DETAIL FND CONNECTION DETAIL 3� POURED CONCRETE OR REOUIR N BLOCK WAf1 CKIWI 0. T Gas END CONNECTfON'' DETA)L Q Ft.N I kE.-Eo oNLY FOR SPCPalm TRW 'fv-0 °MIN. �' EO 2PEN G _— OR�ORoOk J 2'• Mw. / • SEE IM RTIONS' OE" IISE FOR ly F/ 5 �/ BVDE I�DN. SNEEt 19 @I OR@000OR I VIEW Y �OR .� PLAN oR T �pBGRED taricREIE Dk 1 OR Q�•. - C4-b O B o-@1 •d4'� O'®<��•® �s DETAIL X CONCREK BLOCK WALL © p REQDIReD 10y��® ... ®a,0.1,0 1� 0 .CONCRETE 0 D,.IN�S A WINDOW ION ®ei� U i�• (ii HV BLADE OR' HON V WINDOW BLADE INTO R CONCRETE BLOCK WALL END CONNECTION': DETAIL � ©•(�:�•�.R�•�.�ayAy�„ C O � �•9 _ FLORIDA BUILDING .CODE Hi h Velcaity Kwicune Zone 4I Itt1 Q` �CE...S ljv4-` '0 =17 MTERN METAL SUPPLT. No. �61? BERTHA HVtL E C O INS. A S .S' A Accordion Shutter Sastem••Kv. BADE f Wr ERN1 i/DE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.... DESCMPRDN DAN4L It, x.w wn se m .m, viwdM cwzws.IlDwA a1 ASea01at1011 INC. I an 15_000 t/wil DATA Oe/m/IT fsR ` ',tI Pnan (m9FA.15]D I r :, (b5)WI-15]1 4268 Weet ROMA Drivetve�'W­ watt . `�;It wPL1ER t1R1Jn P.E. Mon.; (80O){D2bI2204�CAF .L (561)209-BD80 . 'SHEETDRAWING 33401 2Z. NdI IF1wTyRLI�ORE Flt,. ve:. R. a1C/ 5 20 MAXIMUM FOR yk HUTTER $PAN L*" OR 1- (ft.) MAXIMUM SHUTTER SPANek MAXIMUM SHUTTER. SPAN* 'L+' MAXIMUM SHUTTER SPAN ".4' (1) Li' SMVE ALLOWAB:E SPM! FOH pn2R POSRNE 0.5D oESlcry PRESsuRE • <EPA eTION t0 R S7ALLATIONS W/ "L+' OR 1-" (It) FOR R "L-" (It.) INSTALLATIONS W% R 'L-° (ft..) INSTALLATIONS LL--t4vMRM ALLOWABLE SPAN FORA GNEN (1) SEE DELOW FOR MINIMUM SEPARATION TO L ® & ® Df of 'W/ ONE INSTALLATIONS W/ N W NEGAN X&M COIGN PRESSURE RANNG CLASS SCHEDULE MR SHUTTERS INSTALLED' WNHIN Dr or or HD LOCK W/ ENTFRMA 1 & a W/ TWO- HV OR & W/ ONE FN LOCKS THE FIRST 3O'-O' ELLvpDON OF BUILDING R005 ® CENTERMA7E5� & ONE fN hOCK OR OR LOCK$ bR 0 OR W% NO LOCKING L2) PROCEDURE TO OEfEzuiNE McvTUUN MEASURED a Bo17oN Of SNOTIFA. V LOCK Q9 W/ TWO COCKING ROCS OR 8 W% NO OCKING OCKING ROOS ®. TOP/BOTTO HV 005 SPAN POP WN7 MDUNITN6Y OR FLOORPOP PAL: MINIMUM SEPARATION TG GLASS & BOTTOM •(SEE NOTES t" RODS *(SEE NOTES f.ttl [.ONE LOCK 0 OW (.UD. roR MDUNTING FOR INS RED A80VE ' N • SEE 'NOTES t. SNEEf )) CP2N , DETERMINE A50. DESIGN IN Il' DETERMINE MAXIMUM SPAN 'L+` URDIR/i5 JO'-0' ELEVATION OF BUILDING; MEASURED MUSURFO Al BOTTOM'. OF SPUTTER'15 J'. O W uAs., CONCRETE h W000 xWmAl CONCREtE CONCRETE h WOOD INSTA{UNONS .D, A5.0. RSaN .e="w2 'W INSRJ. 6 A9d ate, m%ASWd W^M'• INSTAl1A110N5 O .. �. IN51'pLUTIONS iLbJq/CDUNauWNpNG FRTMC, FROM SCHEDULE. GIVEN A NEGAMt AS.O. DESIGN MAXIMUM � PRESSURE PFROMI WALL MOUN�I= R MOUNTING MOIINIING WNL MOLNpNGS 00MIR k Ia - ) R00 CEUNO MOIINNIpe Wr11 la U I R00q/CDLWO r2auxnNG (AM,) Ira-) OR Nm u0UN0NO LY 1=1R) SPAN 'L--' FROM SCHEDULE SCHEDULE, ALLOWABLE SPAN N E0U FINAL TO MINIMUM TO THE MiHLN11M. DETERMINED SPAN 9E 01'L." AND'L-'. (3) CXCEDURE TO OEIERMMF MAXIMUM SPAN FOR. COMBINATIONS IN RMEN MINIMUMSEPARATIONDOCK TO' CH SHUTTER W/ ONE LnrK WlfHOf LOOKING R00 1 (1) l-(N' L'a (0) L-(e) La 14 L-BO E.t (fl L- (N - -2' 16'-A 13'-;2" I6-0' JO 12'-3' _ 14'-9 30 1}'y 18'-0' ]0 1]'.-2" l6'-0' SHUTTER SPAN INSTALLATION W/ SYMMETRICAL CENTERMATES INSTALLATION WI OPPOSING CENTERMATES $ 12'-Y t5'-Y 35 12'rB 14'-10 -0' ❑'-w' 12'-3' o3'-t0" 4O Tr-p; iR'-B• w IT'-2' 15'-T' 40 13'-J' 1J'-f0" 11'-11' w IV-1" T2 `5• 45 11'-6' J 43 IY-1' 105' 7".'iO 10'- " IV- ' 50 '. 13'->' S0 11 '11' Y• 12'-5' WALL W/ FLOOR/CENNG MOUN(INGS: FOR A GM ROSi11VF AS.D. DESIGN' PRESSURE RAZING. �1 OR LESS J J/B1. 4' {` TI'-lD' IY-M 11 -10' S5 10'-B' 10'-1Y 5S II'-3` T2•-11f 55 11'x2' 11'-10' Sp��� MAX 3 T/w. 4' '-1' Ir-{' 11-0' 11'�4' - 60 10-J' f0'-5' 60 1 1.-0' Y2�-C 60 {0'-2 10 -11' lO' W'-i0' 10 ]' 10'-00" 65 10'-0' 10'-O7 65 10+9` 1f il' 69 9 -5' 10'-�• �] p� r USE f 1(2`.FOR HD LOCB 6iCEMFPNA440 -6' f0'-6' TO'i2'10'-6' OD P'_a• 4'-n• rM .", .•.. �. -.^ .._• ... MIAX-5PAN FOR WN.L M011 ._. MOUNTING , DSF INDICATED VALVES FOR HJ' AME.AS0. DESIGN FOR WALL MOUNTING SHSPUTTAN HER 2O MAxTMUM SHUTTER MOIMDNO PAT pTLADONS A ` 1AN L4' OR t=' EOP RNAL MAXIMUM NLPWABLE IS INSTAI ARONS�IN10 "GOD TO ME MINIMUM BETWEEN 1 *': SHALL BE LIMITED40'105 WAN 'W0 Lz pal OESIGN'LOAO. (4) GO 10 ANC"HGR SCHEDULE, WRH f H.V. CORNER CENNRMAIE 1 MAY ` USED AT NL. MOUNRNG INSTALLATIONS. LOGYVNG VMFICADONS SNAd BD AS INDICTED ON 'MANDATow CONDITION /2 NOTE ,15. SHEET 5... tt EXCEPT THAT MAXIMUM. SHUTRR SPAN 'L+" OR Y AND MAXIMJM ASO. DESIGN. PRESSURE. FARNC FOR INSTALLATIONS PRIG COvfHETE Olt CONCRETE BLOB( GRAIL BE UMPED A6 roLL015'S; I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO a64, 72 p.s.t. AND 8'-0" Sp SEE MOUNTING (M ON SHEET 1. TL ECOtmc. TILUT TESTING & ENGINEERING COMPANY — — 3w SL.Mr..1. YWEI.W .3. ilWOA .. ITOne : (JO!)8H-I!J0. Fan :{J05X62i OZI`]J ai87 A. A,& American Shuffer Systems Associatlonr Inc. 420 West Hoods Drive West Palm 'Beach, FL 0]407 PI e: (WO)432-2204 . Pon; (561)209-8380 I'D 01 LESS j )/4 J S/I6' S105TO MAX J I%4 3 1/4- USE 2 15/16 FOR HV -ILOCK 0, W/ USE 4 1/e FOR HV 16 LOCK %®p ,W/ USE WOICATT:D VALUES FOR HV a ERIlATES. NSA LARON LEGEN CONCgflC d NINSgW WOOD A, IS. C, D, E. M• 0,s P. 0, R.' MOUNTING G F.KhL k V. ELL ptlR/CEILING G, H, 1. 11 + 1 T, U. W & X. MOUNTING + M O HV BLADE DRAWING N. 17-122 r r• 11y. 11 N: fR! 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American Shutter Systems Association, Inc. 4268 Wes! Roods Dr 'Weal Poim eeEch, iL 30407 Phone: (e0D)432-22G4 . rm: (561)609-6360 DRAWING No 17-122 OEimmgq® =MMMMMM l©mgmEEga ®mm"Mmo Mm®mgM= ===Mm=ol mmOggq® ®Ommggo 3i®ggqqla mggqqqO malmAmq®o� ®��w �(mo®®ogoa�ig`c am®gq®qq q�E mEsmggqqqu�;m¢ 7ggqqqqqqq6 ammgglgqqmna �mogq ggmmm 7mggqqqq[D�E iggqqqqqol MmEgg=qqqmImff nmo®g000mEac 'uoggqqq®mg agggq®®gqoeaq aggqqqUMMKI 7ggmmmm= m10 Oggqqq00 �[♦E1 Lg00gv0ollE7m aggqqqqqqq� 70®ggqG���Oa nalmesls It 1, ANCHORS'To suB5124TE SHNL Be a5 FOLLOWS MOUNTING OH FLGOR MOUNTING M(A) TO EXISONO MASS CONCRETE (Min: Cc . 3. Lf1) •GpgS. SPAC._- L = - 1/4.0 TAPCON W11H ADVANCED THREMFORM TECNNOLDGY.ANCHORS, /S MAHIFOl1URM BY I.T.W.MLI (MA. f C A 3 b1) 1/♦ 0 t 3/4` ALL POINTS SLID -SET /NMM. AS. DKTIBBWEO W" LL MINTS Ec"' BOLT k BPECMLTY'CMP`lN (Min.. VC -3 6i) TMCON WTH NNNNCED I/1'0 ME TM CONCRETE ANCHORS W/ CAP A5 NWUFACNRED W FLORIDA FASTENERS DIRECT, MC (Mn. Fc � 2 B.Q THREMEORM TECHNOLOGY 1/4"0 TPW)N PER+ ANCHORS AS PACTUPOWERS RED BY FASIENEIL^, MC.. MD DIR IBOIURC RI ALL MR,, S,RM. BOLT 5 SPECVLTf ' CGMPNfY OR AM' OMER APPROVED UCENSEO OR AIIMWQED VENEER REI51EAE0 WM THE MIpiR:1N SNINIF/< SY5Tp15 ASBOCI{nON ITC A0. PIN15 SWJD-SEL (NI .'1'e + J lyl) BWE TAP W/ CAP NOTES. TAPPER+ &I) MNNUM U80WEW IWO PAIRED CONCRETE OF TAPCON WITH p ARCED }HREM)PORM TECHNOLOGY ANCHORS AND TORN+ ANCIONS IS 1 3/0', AND. FOR. BLUE TOP W/ W ANCHORS IS I I/2'. AS) MINILNM FNSED ENT O" 1/4'0 0 3/4' At PORTS S0u0-SET ANCHORS SHALL BE 7/8' IWO ME MUM CONCRETE ND DI mANr INTO SNLCO SH�L BE PERMINED. I/4'0-N S.S; WRINE SC USED GIWI, BE 1 1/2"WND MUM SRO" STUCCO INSE, NIO • $2 1N1NB GF UK ivR "1' MmuM MR WALLS WIN NO STUCCO, A3) IN ME MAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR AW VENUl1 BE. FOUND ON ME COSGNG WAIL OR FLOOR MCINRS SNNL BE LONG ENOUGH TO REACH ME. WTN SGTMTIRE BEHIND S4D WNL RNISNES. ANCRORMIE SHALL BE M NUMVED ON xOIES AI) & A2) MB FOR NONUAnONS ON VIR'l SONG OR OFS WIN OR MAHOUT BIEIL SNOS CONSULT MR EHGNEER: MR INSTAWDON INTO. CPS WITH METAL SOLIDS SEE SHEET 281 1 "Mel /SG. DLSGN KUM lM➢ AO 120 ,Go 203 b b b TS BO 12D 160 2O5 B p. I♦ 11. t0 0 0 p e _ 14 10 10 0 B B 8 p e n e B 1 '12. 10 0 8 0 e 3 B e p 9 14 12. 90 a B p e s 0. 0 0 B 14 13 tG 0 0. B 8 3 - - - - N 12 10 B 0 S G 83 8 a 8 4S 14. 13 10 B B 0 4 33 B 8 0 83 I4 13 10 0 . I B . e p a 3 H1 12 10 B B >. SA. ♦ "� -. 14 12 10 9 e e.5 , &5 14 13 IB . 8.3 B 3S. J B 0 8. 4S 1♦ 12 10 B p' 6 +B .)9 e ).a - S.5 ♦ - - 14 14 12 12 ID 10 B 0 . e G e.a 48 .a >S ♦a ®"no oggo A'�igge �iggc �qq® vqq® eweln Oran ;go mmgo Dm©Q mEamo gggc COMM OMM= go=== Oqq® ERMW EMog® lom=w ngq® W=Qol �r r� agog T . . Me e agog 7ggq B L P A I/4.P 'w-N RIM ADVANCED MREAOEORN TECHNOLOGY ANCHORS. AB N4TNFACTURFD BV; I.T.W, BWWV 1/4'0 0 3/4' ALL POINTS SDUD-SEE ANCHORS. AS DISTRIBUTED BY ) MINTS'. SCREW, BOLT & SPCGYLtt COMPANY P CO . 1/4'0 EWE TANCRETE ANCRDRS W/ CM AS NMRiE C RM BY GLOOM FASTENERS DRECT, INC. 1/4'0 TMPER+ ANCHORS AS LLWUFACN!¢O W RIMERS FASIFNBS, INC.. AND DRIRIROTED Bf NI PINTS SCREW, BOLT & SPECMLTI COMPANY OR AW DOER AFPINAAD UCENSED OR AUMORZED VENDOR: REGISTERED WITH ME AMMCON SHUTTER SYSTEMS ASSOCLAMGN IRO. NOTES 8.1) MORIN MIJU WENT IWO CONCRETE BLOCK OF BILE TM WJ G ANCHORS AND TAPPER+ ANCHORSIS 1 1/4' pM, TAP[Ory N,N ADVANCED MRFADFORM 3ECHNOWGY ANCHORS a 1'. 112) MINIMUM EMBEDMENT OF 1/4.0 N 3/4' ALL MUTS G LOI ANCHORS SN" BE ENTIRELY EMOSCOW INTO THE CONCRETE. BLOCK, NO ENBEOMENE INTO STUCCO SW(L BE PENNONVO 1/4' 0-20 S.S. W.CitiNE SCREW USED -SHALL Be 1 1/2' LONG MINWMM.WOUW SF M UW,, AND 1' MINIMUM FOR WALLS I NH NO SNCCO. B.3) IN CASE"THAT PRECAST STONE PRECISE CONCRETE PANELS,. PAVERS OR ALLY VENEER BE FINING W THE E%ISTING WALL OR 11,,,k ANCHORS MULL BE LONG ENOUGH TO REACH THE RAW STRUCTURE BEHIND SND WALLFINISHCS, AHCMRWE SHALL BRAS INI ON. NOTES 'B.I) & 02) ABOVE FOR INSTALLATIONS ON VINYL. SONG CA OFS WIM VR WNHOUT NEDIL SMOS CONSULT'ME ENGINEER. MR MSTALLAnON INTO EYES RIM METAL SYUDS'SEE SR,,, 2I I(C) ANMORS'SWUL BE INEI11E0 FOLLOWING': ALL OF ME pECONMENWnDNS AND SPECRISARG AS OF ME MCMA'S. ,,UFACN MR. (D) SEE SCREOULE. BELOW FOR EDGE DISTANCE (ED.)VEINS SPAINC HE.NG, FnR exminRM EDGE DISTANCE SU PACING 5CHEOULF FOR TORS WJAYUM'ANCNOR SPACINGS ME VALID FOR FADE DISMICES INGI BEII)W. MR E D. LESS MIN THE: PICKARD, REGIME MCHOR. SPALNO BY YUEW.11 SPIN' SNGMN IN.SGIEWIE B/ ME FIILLVMNG FAGLORS REbUCEG SPpCINC OBINNED U4N0 FxGNIN SIWL NOT BE: LESS DWI MWNW SPN*IG MOICUM EDR Do, ATOM, TVE FACTM ' ME fDGE DICTATOR AP1Yl W/ AdAvcm ' MIN., nMIOma11DAl EPACMp ALL PoIM SOLID SEf ME TM W/ fM TAPPER YM. SPRING ED. 3' 4' . NM, SPMINC . 3 1/2-1 MR, SPACMG 3 ve 1' MF4B CpFiE]E MN ED.3 1 GSU£R NIYI: N4 M.21 PDURED CI'NCREIE k CONCREFE HOCK EG.3 I PAIRED .O LRL,E & CONCRETE BLOCK YH EN.Y TO(4p fDNYEE` NN ED.3 1/1. m401Q �. ",M.2 t? 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(C) FlR5T OR 1/ Y BUOE CWIMC m FROM STAflpS AT EN05'MAY BE WJ WINNDDOOW E.gDE (1/A) (D)I W RONW W BIME 1 YUSF BE USED KTEAINTE TO A MHUM W &ADE lO MROMMUT SHICIERE BTH. (E) C rwIES S1 ALW.YS BE INSTALLED AMACON TO A'. Sa1D HY BVOE 1 AT BMM POE BY THEM., (F) P0.YW10dUTE NY MNWI �j SlW1 UE INSLLED SD TAB FACE ME pREIUOR OF ME OPENING AS PRO2CRb;. M/ MNDOW NUST BE ONLY INSMWD AND LOCKED USING A BY SETIWC.IWL P 'BY ASIA, K. 8: M AMmN SPMANG scNEAN.E FOR wstrx ODN5. INTO SMOG FRNIE BUU➢MCS ON SIEET 15, AS UNITED BY STRAW Am DESIGN LOAD (6¢ NOTES I @ 2 ABOVE), ). SEE ANCNLYI Spam ',SCIBWIE FOR UST,VIATIONS'IMO POURED CONCRETE OR: CONCRETE BLOCK WALL ON SHEETS 12 A 13''AS UUME➢ BY VAN AND DESIGN LOAD (SEE NOTES & 2 ABOM. 6. YDWW.SFPAMRON TO aA55 SCHEWLE sHUFTER SPAN I MWMIM SPANxMaN TO OUSS or ARL E W SHEXT 12 FOR -1 xlLvae w Dm a FOR B1Ni� .VD W ,NS 9Qf Idt.9KtlmL Qy ISMS MOTfA Le0M TYPICAL n'HV BLADE WORKING IN' UNISON WITH HY WINDOW BLADE AA SHUTTER* - -- IL EC0vHC. TILUT TESTING EST ENGINEERING COMPANY ` eas'NW .Vv. 6t 6u. ]05, VIRGW0. ^+NDO,S 1i �.0 Pn.nAFLDmen-Ism.Fa.:=t3mlan-ini-1s31 A.s.s.A. Ac HV. American. ShuMoc $Y9IBn19' gry,xe Assoatailon; Ina, 1 4266 Watt Foa6s .Olive 2 Wen 0.1m B.b,'R JMBJ 3. Phone: (800)432-2204 . Cm; (561)209-BWO . VG No 122 _W _J 430 MN F N'^. 430 O 6. O N NL, -m0 I O 6. 0." M 1=1 MIN. SEPARATION ro cuss R (SEE SCHEDO ) - a;v m ) MS4W0 ANISH rb (AswvuuMt h. a 0 INTO METAL STUD WALLS * AND CONDITIONS OF USE "FOR BERTHA 1 NV BLADE ACCORDION SHUTTER. S=M INSTA ATION' TO METAL S D WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.1: 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING M@ ON THIS SHEET. 4. DNLY ENMRMATE 21 W/ 24 HV LOCK ARE ALLOWED. W(M 21 AR (ED A METRICAL LAYOUT USE 0 (2}` 35 (8' LONG, MINIMUM} 'MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. IJLJU �nY .B 4`* BLADE SLACK DETAIL HVF IS VALID ALSO FOR 1/2• IZ CENTERMATE 21 APPLICATION WITH BLADE.@'. 436 ® 6"'O:C. 1 MS WALL HEADER/SILL INSTALLATION t/2' (6" M'R'). MATES - I2.0 Ma f- �� yT,.��-- m.0-063, RE m o0 ® 114no. NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDUIE R aooD•. - MINIMUM SEPARATION TO CLASS qm IEncix I` 43 1/4n0=20X3n BOLT 3 1/4" MUST PENETRATE 43a I" 3JS 250" - M. 1/4"O-20 THREADS NO Fl 14 AS'APPDCASIE TW @ lWtW) r—,,A=1 61/2-AWf SUCK ie E c o A.S.S.AI. American Shutter Systems 71WT TESTING h ENGINEERING' COMPANY Association, Inc. vx x.n: smw u, mu. m �raanN.N ... na .'s PMnA t (30.5)W1-1m F.0 (ZoSX11-1131 4266 WagRoads 06. -mtil: Uteeamaolsem N. Weal: Palm Beach;F.-33407 m-oastin Mb,, '(600)432-2204 Pax: (561)209-1 n .RO R NLR L. rX, . mcom tb: / NIm) COMPONENTS SC L 3/8a 1- 1 LOCq1� AT 12 Nv xEaDEB/s¢ ENDS .VIEW Y SIDE CONNECTION TO TRACK DRAWING t Lo-)% C-- . OFFICE USE ONLY: DATE FILED: 6Qr . ? 0. REVISION FEE: /S- fI 0 PERMIT # / O `W D RECEIPT # PLANNING & DEVELOPMENPSERVICES BUILDING & CODE REGULATI DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462.1553 n®� kA APPLICATION FOR BUILDING PERMIT R IStONS PROJECT INFORMATION LOCATION/SITE SCBY ED ADDRESS: St. Lucie Count 5799 S US Hwy 1 Fort Pierce FL 34982 y DETAILED DESCRIPTION OF PROJECT REVISIONS: Correct product approvals to FL1850.3 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: The Home Depot QUALIFIERS NAME: Raquel Swanner ADDRESS: 6500 NW 12tn Ave #110 CITY: Ft. Lauderdale PHONE (DAYTIME): 4074695599 357 STATE: FL OWNER/BUILDER INFORMATION: NAME: CITY: PHONE (DAYTIME: NAME: _ ADDRESS: CITY: PHONE (D, SLCCC: 9123109 Revised 06130/17 ST. LUCIE CO CERT. #: ZIP: 33309 FAX: STATE: ZIP: FAX: FILE COPY :FAX: JUN 5 2019 Permitting Department St. Lucie County, FL _l ENGINEERING IN,EXPRESS Order (Ref) #: 42734 (043286-6009722222) Projectl)etails: J CKSON Contractor: THE HOME DEPOT I z� �S US HWYS 9208 FLORIDA PALM DRIVE TAMPA, FL F 3 GUNTI MACto Subject: Wind Load Design Pressure Calculations (Co iiTAents & Cladding) Site Information Building Classification: enclosed Wind Speed (Vnit): 160 mph Exposure Category: c Roof Type: gable Roof Slope (0): 22.6 deg Mean Roof Height (h): 30.0 ft Min. Building Dimension (L): 175.0 ft Parapet- 3 feet? No General Calculation Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GCP;): ± 0.18 Topographical Factor (K,t): 1.0 Velocity Pressure Exposure Coefficient (Kh): 0.98 Velocity Pressure (qh): 54.72 psf End Zone (a): 12.0 ft ASD Method: P = 0.6w Mars_' V-,#H 'Size rV llx Hr(In) Zone J5� Sh'utter� fgre`a (ft2) fK,1(�Cih) (q,h) ,,GCp.(I &G I P�,essures (pef) 1 (1) 30.0 86.0 x 60.0 Yes 10.0 0.98 54.72 1.00 -1.40 +38.7 /-51.9 2 (1) 30.0 121.0 x 72.0 5 Yes 12.0 0.98 54.72 0.99 -1.37 +38.3 / -51.0 3 (1) 30.0 134.0 x 55.0 5 Yes 10.0 0.98 54.72 1.00 -1.40 +38.7 / -51.9 4 (1) 30.0 108.0 x 74.0 5 Yes 12.7 0.98 54.72 0.98 -1.36 +38.1 / -50.7 5 (1) 30.0 56.0 x 74.0 5 Yes 12.7 0.98 54.72 0.98 -1.36 +38.1 / -50.7 6 (1) 30.0 76.0 x 74.0 5 Yes 12.7 0.98 54.72 0.98 -1.36 +38.1 / -50.7 7 (1) 30.0 76.0 x 74.0 5 Yes 12.7 0.98 54.72 1 0.98 -1.36 +3 -5 7 8 (1) 30.0 76.0 x 74.0 Yes 12.7 0.98 5 yk. g Code Sixth Edition (2h-e Its NOTES: Design is in accordance w&C&F 7LOLZd We not valid for use unless approved via original sign[[®� f a 'E from Engineerin Results are based on contractor-su lied data and 9C7�1 6I v or to use. Selection & PP Q , productsshall be approved usingthese dimensions and pressures rs. Note: For openings to be properly rated in Zone 4, no part of the opening shall be within 12 feet of any bullding_tofrl C Thlsengineerhasnot fieldvisited this location and ifthiscannotbeclearly Identified byothers, the opening shallber;- evaluated prior to installation of any fenestration. All other information provided above including mean roof helg lr building minimum dimensions, opening sizes, & other supporting data was provided by others. For definitions of th$ '. above terms, visit EngineeringExpress.cam/Wild i'f%'• 1I Iare vJ1 Is gl er i : • • �� ` 'V� E F- torI-nyl73J118 0 ••2618 GordbnDIB ist0F.E. ,,.c PP1E8 STpet XU !�� P� •. FLOF7tv:•-' `vim �,SSI ONN�- 160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442 42734(043286-6009722222) PHONE: (954)354.0660- FAX: (954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE 1 OF 1 i Florida Building Code Online Page 1 of 3 yA A az x i MX" -6 'BC, Hume { Lu91nr U. R,1tnoion Hitt TOPI6 S submit Sij h ge StiitS Fac15 Pub(ratla� i FSCStdF KIS Site WP UrtkS Search dbpr Honda _ `k;; ze Product Approval p, USEa: Public Uf L xY„X' d3s+xi' FYotlud A...val AWII S,olh > Awllrtlinn List > APPIiUtlon Mtdll FL # FL1850-R11 Application Type Revision -•- Code Version 2017 Application Status NiiApprovedl Comments Archived -- Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal. com Authorized Signature Technical Representative Address/Phone/Emall Duality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Bill Feeley I rodriguez@eastemmetaLpom AccordioShutters n Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Walter A. Tillit, Jr., P.E. PE-44167 National Accreditation and Management Institute 12/31/2018 John Henry Kampmann Jr. VM Validation Checklist - Hardcopy Received FL1850 R11 COI AMERICAN SHUTTER SYSTEMS INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE PDF Standard ASTM E1886 REVI II ASTM E1Q96 ASTM DE ,`��'`,�f�/ TAS 201st.O U FILE COPY https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJ... 12/29/2017 Florida building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summa of Products FL # Model, Number or Name Description Bertha HV Accordion -Blade 3 Extruded aluminum blades folded together thru knuckles and 1850.1 (HVHZ) Drawing# 17-103 retained by tracks to provide hurricane protection. Installation Instructions Limits of Use E118EO R11 11 AM RI�UTTER SYSTEMS ASSOC Approved for use in HVHk: Vas INC. DRAW IN6 17-103 BERTHA IiV ACCORDION SHUTTER Approved far use outride HVHZ: Yes Impact Resistant: Yes SYST..PDF Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 Created by Independent Third Party: Yes psf positive ASO load and 13'-0" for 35 psf negative ASD Evaluation Reports FLIS50 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC load for one specific condition shown In span tables. See 17 103 PRODUCT VALUATION additional loads and spans on engineered drawings. INC DRAWING REPORT: PDF Created by Independent Third Party: Yes Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks 1850.2 (Combo) - HVHZ - Drawing#17-102 (top and bottom) for storm protection Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level •D'. Max. span Is 13'-2" for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions Indicated on schedule #1, sheet 12. And 12'-3" for 30 psf positive ASD load w/o Window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12. 25. 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter - Blade 1 Only (HVHZ) - Drwg# 17- 122 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A other: Large missile level'D'. Max. span Is 16'-0' and 14'-9- for 30 psf ASD negative load depending on centennate5 and locking rod configuration for the HV1 blade, 8'-0' for +64, -72 psf load for HV blade for Keystone mountings 7'-0- for +75, -75 psf for metals stud mountings and 8'-0- for 110 psf. for HV7 and HV1A working In unison. See sheets 7, 11. 20 and 19 respectively of Installation drawinas for other spans and pressures. Installation Instructions FL1850 R11 II AMERICAN SHUTTER SYSTEMS INC. DRAWING 17 102 BERTHA HV ACCORDION SHUTTER SVSTEM.PDF - Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R11 AE AMERICAN SHUTTER SYSTEMS INC. DRAWING 17 102 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Ves Extruded aluminum Interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R71 AE AMERICAN SHUTTER SYSTEMS ASSOC INC DRAVII 17-122 PRODUCT EVALUATION REPORT.PDF Created by independent Third Party: Yes Bark Nert CoCe mC Us:: "2,501 plal, s Tallehaltae FL 32399 Phone 850,487-1824 The State of Flohda Is an M&Edempbyer. CWwlqhl 2gQ77-20135 t f Fields :: Prwaw Slaternent :: P IbIIIW St t 1 :: Reform Statement Under Florida law, ¢mall addresses are pWlb records. If you do not want your e-mall address released In moatansetaa publl`cterords re,.t395.do not send amotm de mall to this emit'. Instead, contact the omre by ph. or by tmd0boal mail if you have arty questions, please to Septlm 455.276(1). Florbe Slahnes. eBedNe odabens r 1, 2012. liceees Ilcemsed ona, chapter 455. F.S. must provide the Department with an email address if may have one. The ama15 ,o ided may be used for oni con m.Nootion with the Ibensee. However email addresses are Wblb record. If you do rot Wish to suppty a Pdh 9 nl address, please pr9vlde the tmeanna nl Wth an mail addi please aA ea efiddh -a be hem e avallable to the Wbec. To detemane If you are a Ikensee under chaper Product Approval Accepts: Or W-9 ® PH M https://floridabuilding.orgy/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJ... 12/29/2017 GENERAL NOTES: I. DERMA HV, 4CCORGON SHUTTER SYE MISTEM SHOWN ON HIS PRODUCT EMULA¶ON DOCUMENT (P.E.0) HAS BEEN VERIFIED FOR CONPUANCE IN ACCORDANCE WIN iNF 201) (END EDIRGNf OF HE FLORIDA BUIUIING CODS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WINO LOCOS SHALL BE DETERMINED AS PER SECTION 1620 OF ME AdMJE MENTIONED COTE, FOR A SAID WIND SPEED REQUIRED BY THE JURIEDICRON WHERE SHUTTER WILL BE INSTALLED WITH.A DIRECTIONALLY FMMR Kd-O 85, USING AISLE 7-10 AND SH NOT MUST HE JRNTAUM (A.50) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 HRU 15. 19 & 20. IN ORDER TO VERIFY ME ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO &S.O. DESIGN WINO LEADS BY MULPPLNNG THEM BY O6 IN ORDER TO CONFIRM THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEE6 11 THIRD 15, 19 . 20, M ORDER TO VERIFY THAT ANCHORS ON MIS RE... IS TESTED, WERE NOT OVERSTRESSED, A 33 X INCREASE IN ALLOWAI E LOADS MR WIND LOADS WAS HOT USED IN THEIR ,ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LEAD HAS BEEN VERIFIED IN ACCORDANCE WOH SECTION 1626 OF THE ABOVE NENTIONED CODE AS PER ATL REPORTS: -HV BITE O V021401-03, #0715.01-03, Y1004.01-01. /1214.01-05, #0317.02-06. #0609.01-10 AND 10210.W-11 AS PER HAS 201. TAS 202 AND TAS 203 PROTOCOLS & #1220.01-10 AS PER TAB'201, TAB 202 & TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW TUOE ® Y0405.01-08 AS TAS 401, 202 & 203 PROTOCOLS AND 072501-06 AS PER TAS 202 PROTOCOL, 2. HJ BADE (D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA. LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. SERFS STNNLES9 SIIEEL SCREWS WRHR 11 5.0 R¢ITYIELD STRENGTH UAHO ISOCKLE AN0IM TENSILE STRENGTH. A�TISCSIII 'I'll POINT NIP11 BE COATED BH H BE". HV WLROSHMUU KCOATING SYSEM LAS HAPUFA4MMO BY APPROVED COATING APPUUTORS. REGISTERED IWM AMERICAN SHUTTER SYSTEMS ASSOCATIOH PINS MUST BEAR ME MI MARKMG ON THEIR HEAD. 0. ALL ALUMINUM EMRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY -0 TEMPER AS IrvOIUTM ON SHEETS 2 AND 3. MINMUM YIELD STRING. FOR 606]-T6 ALLOY 6 31A M,i AND ]SJ ini FOR 605-M ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 516 N51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER TIN 50018 WITHAL Ho MIN. WELD STRENGTH AND 90 1.1 MIN. TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2111.3.3.1. 6. BOLTS TO BE AM A-302 GALVANIZED STEEL OR N51 SO4 OR 116 SERIES STAINLESS STEEL WITH 35 Mai MINIMUM YIELD STRENGTH, >. SEE ME FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS; HV BIDE Q : B.13,14,14A,15 AND 20 HV BADE D & WORKING W UNISON: 12, 13 & 15 0. MIS BEAHA HX, ACCORDION SHUTTER SYSTEM BFMS A US PATENT (B'719,552. "LIGNITE OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PANT BY US, PATENT 15'455.179 ISSUED TO EASTERN METAL SUPPLY, INC. - 9. R SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VEPoFY THE SOUNDNESS OF ME STRUCTURE WHOM SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, CONTRACTOR TO MA -/CAULK ALL SHUTTER COMPONENT NICE WHICH REMAIN, THAT FASENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT KIND/RNA INTRUSION. 10, EACH UNIT MUST BEAR PERMANENT USK IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, ENM1M, OR OTHERS. MUST PROPERLY CLOSE ALL HV AND NO CENTERAUMS AND ENGAGE OR LOCK ALL IN AND NO LOCKS. II. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A RMILY WSIBLE LIGATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION I709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY YAM SECTOR 1709.9.2 OF ME FLORIDA BUILDING CODE, 12. BERTHA H.V. ACCORDION SHUTTER MTEMS INSTALLATION SH L COMPLY WRIT SPECS INDICATED IIJ THIS DRAWING PLUS My BUILDING AND ZONING NECUUTIONS PREADED BY THE JURISDICDON WHERE PERMIT IS APPUED TO, 13. (a) THIS KID. PREPARED BY MIS ENGINEER IS GENERIC AND ODES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT, I.¢, WHERE ME SITE CONDIION5 MQKTE M014 THE P.E.O, (C) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, FRED) ON THIS P,ED., FROMM IIE/SHE DOES NOT 0"" FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCOON SAFETY AT SITE IS THE CONTRACTOR'S RESAQNSIBUGIT . TABLE OF CONTENTS AREA 1: HV BA12 M . hA AL NOTES I . SHEET 1 COMPONENTS 1-20 SHEEP 2 COMPONENTS 21-3T SHEET 3 SHUTTER ASSEMBLY 3B-44 • HV RI AD n AND HV WINDOW SHEET 4 B AIDE 64 (WH R APP I AR F) TYPICAL SHUTTER ELEVATION & MOM ON LOCKS SHED 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEEP 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHED l CENTERMAM DEAIM HV SHEEP 8 CENMRMATE ALTERNATING DETAILS HV SHEEP 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 NA)(IMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE SHED 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHED 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHED 14A ANCHOR SCHEDULE- WOOD SHED 15 INSTALLATION DETAILS M-R. WOOD SHED 16 INSTALLATION DETAILS S-X. WOOD SHED 17 END CONNECTION DETAILS 7-12 & X. RICO AREA 3, HV WINDOW 81 AQE (TA SHEEP 16 ONLY TYPICAL SHUTTERELEVATOR AREA 4: HV WINDOW RI np nON SHEET 19 Y INSTALLATION DETAILS, METAL SAID WALLS SHED 20 (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, THIS DRAWING SHALL ONLY BE USED TO (d) SITE SPECIFIC PROJECTS SHALL: BE PREPARED eY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND YHO 'NICE BE FOR ME. PROPER USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A OELEGAIED ENGINEER TO ME PE.U. ENGINEER SNAIL OBTAIN PERMffS IN THE STATE OF FLORIDA DRAWINGS FOR P.M.FO DRAWINGS FOR SUBMIT TO THIS DEER ME SITE SPECIFIC (e) ORICINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. i0,AITAF,„�,,,„�_ '"GEN - FLORIDA BUILDING CODE Hi h Veloci( Hurricane Zone) U L� S`�'•,•�P : ®201T EASTERN METAL SUPPLY, INC. 3 IL E C O 1qc. AoST.S�A. E8EERTHA HVTM Accordion Shutter System 3 .4y Q• TILLIT TESTING & ENGINEERING COMPANY Am9rlGon SFID}}Df $Y9}Sm3 ASSocla}lon, V. MADE p1 W/ OR W/O V. WiPDON BLADE REv.Nn OECRIMLQN DATE DRAWN Go uL - �••'.:<OQ10P ' .+(.~ d eAe ell. Iola El. So, se. nRGI GAFOO, WSRM ATm Inc. 1 OID m-Dao B/oz/n WE: W/02/I1 •^ tG: • (30SR71-1530 . Fm : (3a1)en-1531 'male MI —II 426E West Roads Drive Yeast Palm Beach, FL 33407 2 DRAWING No NLE� A W-0006 INKIER A I,. PC shoos. (BOU)432-2204 . Fax: (561)209-8300 ] 7-122 NA P E�SFAL/SIENRE/0.41E FLOPOA He. c. 1 - _ ± _„__ x EaT n HV SOLID BLADE COVERED UNDER US PATENT # 5458179 ILA, HV WINDOW BLADE* LIMITATIONS OF USE OF GLADE ® ON SHEET 6063-T6 ALLOY AND TEMPER s)B• . z6• o •,�- gl �e 0. R• • 3 � 6' `vHV AN. FLOOR TRACK QUAUFIED FOR USE W/ HV BLADE(1l 6063-TS ALLOY Ago TEMPER • I.BI)• �i 0d w3• 4L,9• i6)0 L666' 1 1 HV CEILING HEADER O LIFlEO FOR USE W/ HV BLADEr)ONLY. SEE SECTIONS FOR VALOITY.-- 6063-16 ALLOY AND TEMPER it %MNYIs. .L 1 I I• O.1311' ✓6' SIDE ANGLES QUALIFIED FOR USE W/ W BIAUE Q 6063-T6 ALLOY AND TEMPER a Ses• _ ' 99' 3OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ Hy BLADE(ij 6005-T5 ALLOY AND TEMPER 19 ] 226 1.500" 06S' (E1P ) a 892' G HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ NV BLLOE C 6063-16 ALLOY AND TEMPER ry VARIES 0• 915• S •ol 0as' m 560'' 17 HV HEADER/SILL ``_ OUAIJFlE 6OR 0633-, Audi ANp BCE,MPPER�-HL ALUMINUM ANGLES QUALIFIED F05 USE W/ HV GLACE "LII ONLY. 6063-16 ALLOY AND TEMPER (4)HV DIRECT MOUNT QUALIFIED FOR ,SE W HV BLADE 6063-16 ALLOY A TEMPER RA�, IJDA2• BOHV WALK —OVER TRACK QUALIFIED FOR USE VI/ HV BLADE N 6063-T6 ALLOY A 0 TEMPER 093 _ .09Y ' n1 6)a 29' t`31 HD CEILING HEAQER/SILL QUALIFIED FOR USE W/ HV BLADE V SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A B TI T2 ov (19, 2' S- NAA. 0,192" 0.192" i19 2.5' �T'MNLI0.190 0.190 T5• MAX. O.119• 0.131' >> IL ECOIN,. * : TILLIT TESTING k ENGINEERING COMPANY ss� t1.N. 3o1R R. Ms... WWNN G69DNR. it .. Ma.i* : (305)5)I-1430 . Fax : (]W)6)1-1531 le -moll; IltleccOoolcom III E3-0000 0, NALIEa A TILUT Jr, PC AM n011nA Ua. 1 44167 0f (j)HV 90'/1 RO' STARTER QUALIFIED OR USE W/ HV BLADE 1 6063-76 ALLOY AND TEMPER 2.6)0" .991.E-1.0 5az 8 5 12 92O2 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE Qi ONLY. 6053-T6 ALLOY AND TEMPER VARIES 1936" .125' Mr R, ]5 141 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE (;i ONLY. 6063-76 ALLOY AND TEMPER % T 1 2' 1 2' �• CORNER POSTS QUALIFIED FOR USE W/ HV BLADEC) 6063-T6 ALLOY AND TEMPER A.&S.A. American Shutter Systems Association, Inc. 4268 west Roads ON - West POIm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 Ca HV RAINGUARD OUAUFIED FOR UJE 6063-T6 W/ HV ALOYYEAI TEMPER System WNDDN HAd DRAWING No 17-122 4.576' 2. 3"+345DPJ O• "I 21 HV CENTERMATE QUALIFIED FOR USE W/ FM BLADE(D& @ ONLY 6063-T6 ALLOT AND TEMPER M (— PVN '1 fgOMl EIM-NAn APON Oj LOCKER FOR "T" LOCK CENTERMATE OVAUFIED FOR USE W/ HV BLADEE 1QONLY 6063-TB ALLOY AND TEMPER 197 O63" 21� OVAUFIED FOR USE W/ HV BLADE 1 & S 6063-T6 ALLOY AND TEMPER VARIES 12' MIN. '1c6ru 1xl]ae6p6"s. (SFE oRul51 ® LOCKING RODS OUAUFIED FOR USE W/ HV BLADET- 6063-76 ALLOY AND TEMPER &INSTALLAPON WILL REQUIRE A 7/I6- HOLE D ILLED AT TRACHS FOR PROPER EMBEDMENT FOR USE W/ HV BLADE(I)& 061 ONLY 5053-76 ALLOY AND TEMPER ZA' 17 R OOM1I •1� (B HV MALE "T" LOCK CENTERMATE OUAUFIEO FOR USE W/ HV BLADE �OIJLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER (Jv1 A-375,0 HV BLAOEC VAHV LIFIED FOR 6063-T6 QUALIFIED FOR USE W/ HV 6063-76 ALLOY AN �6I ' 46 u I 15 �j HD CEO INSERT QUALIFIED FOR USE W� HV BLADE 1 & (tlA 6063-T6 ALLOY NO iEMPCR !I/2" (3�7i HV 1 /4" 0-20 AISI 304 QUALIFIED FOR USE W/ HV BLADE Q IL RCOI.a. TILLIT TESTING & ENGINEERING COMPANY 30o. "Rpxb EA , RORI(M M Pnm.: Q45)ml-r630 . Fox (305)871-1531 I'-n2 mA:n x6o0.E YrauisUOruSpT I o":IufDrtL '0 m m 316J Bp45s Eom Cio HV LOCK (cxR pu1Eo) QUALIFIED FOR USE W/ W/ BLADE Q1 & @ ONLY. VC YAUS]4 Wu6 NVS PI wRO CPCS$ NNI 8. EMS] LIING[p (apouE HAiFp) ® HV EGRESS LOCK OUALIFIED OR USE W/ HV BLADE & (R ONLY. 0' O.D. SIB' PLr HFAO . 2 " NOILfO 10� n r• ml 5[REYI of .360'ME, RNETING BD' BEFORE Rry NG ni 1/4"O. x 3/4" S.S. THUMBSCREW 1/4"0-20 RIVNUT* * SD . 9.N uwu+llu 0ol-i3 ALLOY) W.E F.. MIN SHEET NIITSFRT, PAPI 6 0520, AS MANUFACNRED HI AWE. ' aE . PON. I. PA4SUPE.. NEW JEY V 07051 O E,W , ® HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV BLADE() ONLY. BLADE G ONLY. 5}: OCR .5A5 61 O 1' (R HD LOCK BY REGENT HA®1me! MORTISE LLO QUALIFIED FOR USE W/ H1 BUILDING CODE A.S.S.A■ I Accoonn American Shutter Systems REvx. O6scR Association, Inc. an 1 4268 West Roods DHa! 1 Weel Palm Beoch. FL 33407 3 Phone: (BOD)432-2204 . Fox: (561)209-B380 IL,ANNBNRN C"1NC£R OR rtLY CNLNOM 0.575 o. I ,226' 7Ma,. I 1 V...CYIINOER 18 Na,. I.W. DRAWING No SHUTTER ASSEMBLY SCHEDULE fOR HV 1 HV 10 HV BLADE I ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING Q HV SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 9.870"K3/I6" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ a8 HEAD ® HV 2 3/4" ACCORDION PIN W/ #EI HEAD ® POLYCAR80NATE IMPACT RESISTANT HV WINDOW EXTERIOR OOR I © L ® (SEE 4 or 3 ND1E Feft AEOUIREMENTSJ � OOR *EQUIREMENTS AI EXTERIOR BLADE KNUCKLE FOR (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR 'BOTTOM I I Ej. 1 KNUCKLES OF HV ACCORDION SYSTEM W/ HV0 OR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY 41 rv.i.5. (2) PIN TT MAY BE USED IN LIEU DI AND. ONLY NV PIN ®2 OR 4 AT EAT IOR RI C W EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 ", d0.324, auDEeS KNUCKLE.1 (SEE NOTE w FOR BLADE WHEN CORRESPONDING TO INSTALLATION 11 SHEET 7. 9 REQUIREMENTS) (3) HV PIN ®OR ©W/'1/2" D.D. 1/16" THICK WASHER ttP. 0 '67 I SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL %, SHEET ©0 I WHEEL CARRIAGE DETAIL AREMBLY LAYOUT BLADE'S KNUCKLE mP) 2 EXTERIOR C17 HV BLADE SOLID & AAA HV WINDOW BLADE DETAILS N.T.S.—11....... * IL 0 •ill y� pr TILUT TESTING & ENGINEERING COMPANY uu K., Xu.... ... Xs, .."A wvou s. FEdiiM X Ph— : \L+` (30367- mll: (so s)Bn-um U6CUBm -000e)19y/QNAL wLE®R A P.IT J,. P.E P.E_ SA%1NRMTE RORiDA LB. ! 44167 t ou a625- BU0E .0625- EFF, x_x 0625 .0625' TYPICAL HV WINDOW BLADE Ia AND I POLYCARBONATE HV WINDOW DETAIL BR POI YCARBONATF IMPACT R ISTANT HV WINDOW MYER MAKROLON 3103 POLYCARBONATE 12' WN. N CE RESINS, OV-STABILIZED GRADE OR SABIC Ta VIE Bon M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'P' ON SHEET 19). POLYCARBONATE SOURCES FOR 44 AwLueIE wav xpw.s vnovaMzz nNmwa wP .+o moe. wwrsre .fix® m., eS vBcae mwr An.r Pmz aq,. x/U don a+ 1£ 11Fid $IPENLM ISi11 PBX BAW P,.L pal. n oBw xnuwi vdusn a cc avR XB.Bm P.I. nY,S sow eB Rao •�•_ `aa Am use .e n-m7x v n-IB/m �M~sm ,4zu mews na e.e IKv+axc .ax o-L-: z aus cur Iwmsw .nu d:an a. 1, peB -F uTen®wd: . sns dlu sevslLs zrPOwM.p+sR wUMIXB:B .ma u suz p...l. '= pas. T[xvv class R6ME wuMmxd Am BX e,el r•.I. euB p... A,S,S.A■ American Shutter Systems Association. Inc, 4268 West Roods O,wC West Palm Beach, R 33407 Phone: (800)432-2204 . For: (561)309-8380 BADE Al W/ OR DRAWING No 17-122 D A�i SEE ENO -J CONNECTION DETAILS ON SHEETS to & 18 FIT. FULL HEIGHT. •e 044 - .aZ3 est7 lL4w i 0 01-0 Lt I Dev� 4as 5so,�oF 50 M Cd1 I 4 hF i ''J 11-' H Ep,p� ��9 GE,Y9yBApy£'g'6$Q 1 V i 5E `�g[a. VVD �iQ•Ly� I LII lv �mn.m iU3. g811ax`113- q^Dawes. ^B�. �i� Ifs1..�ex�-�s•mrrilaxpy- �N TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S 1. MM'ptlORY COl iMN it - ONE HV LOCK 6 or g SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ADOVE OR EJ�U>�W 2 OF SHUTTER SPAN FOR SPANS UP TO 105•, AND FOR INSTAL II��TIONS T ANY ELEVATION. BV LOCK @Y or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTERMATES W/(2) 1/4•0-20 x 1/Y LONG MT HEAD S.S. M.B. LOCATION OF LOCK SHALL BE AS INDICATED ON ttPICAL SHUTTER ELEVATION. LOCKING RODS (3 AT TOP & BOTTOM sW U- BE ViSED^fOR ANY SPAN ANpVINS•�ALLATIL)N AT ANY ELEVATION. HV LOCK 0 OR @ SHALL BE ATTACHED TO lry` OR f23• CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOC ROCKS AS APPLICABLE SHi BE AS INDICATED ON TYPICAL C7 T SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEEP 12. 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO lVlO HV LOCKS OR R MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS iD CENTERMATCS• 1 �}} OR 2f2 SHALL BE AS INDICATED ON NOTE (1) ABM. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. / ---� oc vaAM Ir ua... III cnnwvcc BHOI.LK YLKFUHMANCL. LOOKING RODS Qp OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE PORTION). S. MANOAITDRY CONgTON 12 ONE HV LOCK Z pr 0 S ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN � 0 AND INSTALLATIONS ATE^ELEVATION. HV LOCK 10 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, y ATTACHED TO P CORNER CENTERMATE W/T2) 1/4 9-20 x 1/2" LONG FIAT HEAD S.S. M.S. TWO LOCKING ROBS AT TOP & BOTTOM SHALL BE USED. LOCA ON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. °'„�n 6 •ONE ALTERNATE HV LOCH MAY I USED IN I. 1 HV LOCK Dt 'FOR ANY SPAN ANO �I INSTIL TONS AT ANf ELLYATON. PL ERNATE LOCK ®MAY BE USED AS AN INSIDE OR OUTSIDE LOCH. ATTACHMENT OF 1/4-0-200/4- S.S. THUMBSCREW TO g OR Q CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEETS. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. T ONE HV LOCK 6 OT ® oT Q23 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Bi AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 23 Or 0 Or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO a or 0 SYMMETRICAL CENRERMATES W/ (2) 1/4'-20 X 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 9 W/ OF CORNER OR @- TOP AND BOTTOM IS COMPLETELY MANDATORY. CENTERMATE "NOTES ON HV $ r 1. SECOND &MMIE TO MANDATORY` ONE ALTERNATE HV i LOCK Q MAY BE INSTALLED IN LIEU OF HY LOCKS 4j OR FOR ANY SPAN AND I STALIATION AT ANY ELEVATION. ALTERNATE LOCK (S Y BE USED AS AN INSIDE OR 0 510E LOCK: ATTACHMENT OF LOCK 0 INCLUDES USING REINFOROING LOCKEP4 , AS SHOWN ON SECTION HVG. SHEET 9, WHICH MUST EBE N CONNECTED TO CENTFRMATES �$ AND l W/ 1/4"0-20 x 11/2' LONG S.S. THREADED BOLT W/ 7/8% x 3/3V WINGNUT OR W/ 1/4"0-20x P' S S.M.S. INTO A 1/41ex 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIOSPAN OR 12• '"NOTES ON HD LOCKS & CENTERMATES• 1. r 13ONE ALTERNATE HD LOCK Q MAY�B,E USED IN LOU OF IN LOCHS hfl} OR SI FOR ANY SPAN AND INSTAMAPONS AT ANY 0-0,AGON. ALTERNATE HD LOCK C4 MAY BE USED AS AN INSIDE OR ONSIDE LOCK. ATTACHMENT OF HD LOCK To 151 IS W/ 3 B8 x 3/8• F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT (y5-3,;AS SHOWN ON SECTIONS HOB -TN AND YtDC-HVC, SHEEP 10. LOCK MAY BE INSTALLED AT MIOSPAN OR 12- MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 6 is COMPLETELY OPTIONAL IL ECOTNc. IA OFF TILUT TESTING & ENGINEERING COMPANY 1'•. aus x.N. ]:( 5)d. sH. 16 nx Fox 4Wo[xs. rise.1-153 JJ PMne (JDSj-Tier: us Pov (]45)BJt-fAl v-mvE OD05Ocm.cam EI OUT 4 Jr. 67 "RIM uC. / 9yteT m"RI 0. U. n 1t, VS1 \� itti /0+VAL VNZi Iii P.E.•SFALY516NAilAt�/DATE A,S■VT.A. American Shutter Systems Association, Inc. 4268 West Roods Drive We0t Palm Bader, FL 33,107 PHcne: (800)432-2204 . Fax: (561)209-8380 2017 System NLND(M' BLADE DRAWING No 17-122 E. NLWNVU p CONCRETE ANCHORS YI.CHINE $CHEWS —r (ZSEE SCHEBULE ON Ti (SEE SCNmVIEe sxFn 13)s NUTS1 ) I/ // I: `sHEele lu) rvua Y ac. r / 17 m 18 Mom 1/H•P-2oa/A' SE. I / 6iln. / E EO MACHINE SCREWS yy /��__ EO in MEMO I/C-20 rvUTs 1 > j' == 19 O 12' U.C. •. j I/ `____k� i 13 oe IS r.250" Max. t E• rB.N • r/ Y .25p L/ L�•___ ry �I IIaN. 111 F.YYYO! ♦ \ y It\ `OP➢@UL I r I MIN. SEPAWTION @0 li TO %U L= EQSTINO_ (SEE SCHEDULE O •. 1 MIN, S CUSS N L 1 GUM. SHEET I l) HHH 0 CU55 —(SEE SCHEDULE ON —' DUSTING SHEET LI) � Gltss� i 'OJ HV WALL HEADER INSTALLATION (11 HV WALL HEADER INSTALLATION METING Was I Wx sEPARS Iy I� 1 EYImxG r To cuss 1 GUSS�(SFE SCHEDULE ON MIN. SOULS ON SHEET II W CUUL —(SEE SCHEDULE ON — SHEET II) �I 1 � E � 'f•OPIIONAL r I 1/4" Moe. E Be } N .. I - aPnrl ml}- an Dy r 1/2•• 19 13 aR Q !' , "•,/ Be DO ` EO EOy PHIWP5 TRUSS HFPp / �, / I/H1-20J/a' S5. MIWPS IM INE SCREWS USMG _� CONCRETE ANCHORS TRII65 NFAD MACHINE SLREY5 L I' 1/4"-2p NV16 O 12' O.C. (SEE SCHEDULES ON W/ t/4'-20 NUTS O t2' O.C. / Min."' POURED CONCRETE SHEETS 13 k IAA) CR CONCRETE BLOCK xCRLIE ONCHORS REWWFD U (SEE SCHEDULES ON I�HV WALL SILL INSTALLATION POURED CONCRETE—! SHEE15 13 @ IM) OR CONCRETE BLOCK WALL REOUNEO V HV WALL SILL INSTALLATION Nn1F MR fnMPINeTInX OF SFLTONP� 1- SEE SHEET A MR TYPICAL sXURFA •ED. - VICE DISTANCE INSTALLATION DETAILS W/ A53EMOLY (SEE SPFCIFIGIICNS ON SHEET 13) ♦ SEE UNR ON OF USE FOR ,.�I1 2- MOUNTING SECTIONS CAN BE [oMWNFL BIACERyON SHF£T 19 \I% HV BLADE IN ANY WAY TO SUIT ANY NSiNIATCN. FLORIDA BUILDING CODE (High VelocityHurricane Zone ' 1�++� 1111dp\,:.........."�I%' 'L / ' STATE '• * 9 '• ATE OF r • O •. ILNEC O INa. �++BERTHA A■.7■a7.A■ American Shutter Sy6f8R15 Association. Inc. 4268 West Read. Ome West Palm Beach. FL 33a0) Phone: (800)432-220< . Foe: (561)209-R380 ® 2017 GSIERN METAL SUPPLY. INC. HV,,, Accordion Shutter System HV. HADE i W/ OR W/0 HV 'MWOry BLADE TILL! TESTING k ENGINEERING COMPANY esu nN'.. sL ar. CIS... Wo'EIA.. 3Me Phve : (305)VI-15" . Foe : (ws)en-uv e .: DRe+eoaaLoon, EB-a0o6>te MVLIEA A, FLUT y. P.E. KOROA De. A 4e167 pLv.ue oacRlPnoH oArz oRnwx 1 OD OwaO a/Oz/n a1E 09/a2/n AAs sS/••I"I" NG\C�I,d' �'y/� P.E. .� TJ)RC�OATE 2 DRAWING No 2 /-122 A y SHEET S OP 20 6 POURED CONCRE(E ANCHORS un Jml+A1w Y � CONCRETE (SEE SCHEDULE ON SHEET 13) 'I- 10 q,V45 (53_Yfl ,1 OR '@1 (- BEGIN EDGE OF maul iI � � pPI i I 1 SAS IF Cn 9RT le RN • !�1 ICY.�YPw4lnaN �. .• ^-�{ Dt MPLIGBIE IXISnNG 1 N.xXs(`s� \ E%ISnND l s w'xsS O GIA55 �[�yyp� AIs¢Er.N[ / `/1 - KTW.0TE� '__1 d1a3/4" HE% CLASS ki \ I Ea / / M'ONOR \yuSxEH HEAD iJ'! I LOCATION I TEH SCREWS e A /lJ �. / ) on ) GR 15 .3 J/9 uN l-12' O.C. I Ili EXISnNG I� CONCRETE ANCHORS GIBES 6 7 \ (SEE SCHEDULE ON m V sH EET 13) / /I l� /( EDGE OF I� 7 /` / 31A0 IF %ISTNG EDGE OF. / / l / i v' / ' / I - / / ( ESOP O` /� A , f / APPLICABLE //I( / //, E��1111 //, GGSS—� uJr-4wM*• ' 4 GBL£ / 4E0 E -.-� /1. / / EIlG1AEB OF �I �/ �. / / / / PPPLIGBfE I / /J `�/ 10 LiXS LRE /� APPLIG9LE I� / / /y y 11E9 E��� I POURED-� / / POURED E. 0 /_1_C�I (• �V 9¢i 19 i5n 'X Ii OR A9 CONCRETE ( CONLPLTEJ `FGi HEAD CONCRETE ANCHORS FLAT HEN CONCRETE ANCHORS IV[6Q 1�11 REQUIRED �E D.•--- E. D..— REOUIREO PoURFD-/ (SEE SCHEDULE ON SHEET 14) REQUIRED (Sff SCHEDULE ON SHEET 14) O HV CEILING INSTALLATION CHI HV FLOOR INSTALLATION t !THY WALK -OVER INSTALLATION 11 TRENCH INSTALLATION VAIJD ONLY FOR UP TO ♦70. -05 PEP AS.D. DESIGN PRESSURE RATING h FOR SPANS PER SCHEDULE ®4, SHEET 11 I NA L CONCRETE ANCHORS Nor IT, 11+ (SEE SCHEDULES ON, R sw¢u[IN t EXISTING SHEETS 14 8 14A Y MIN, SEPARATION ) EXISDNC 1 ! P i Gll55�_ TO GLASS i _� EXISTING IXSnnG - `, GU55 _ (SEE SCHEDULE ON + `J GLAS PAIN 5 ' 1V I," L1A55-i t-W _ \_j1` � SHE Er 17) TO GV55 1 LEN yrtH 11, / �pyry{ '—(SEE SCHEDULE Ori— / n pNH� Tj I 10 A'/AX. SHEET I I) l I 1[o. GG 1/A•e wna¢ 1/4' Fulplfl6_"" 120 w/ / / 1 J/1 ML DICi0NoR O <• Mom' o • —� Gx E/I-r/-A10x3/4 HEX I / j as PER Up ND D D" X 'J/A ua 111 HASHER HEAD / DG. ID.WS MAf£Y THIN NTEN 4fld15 [ D J— 6-0 UP TO Yam' x4 NFry 814x3/1 HEX HFAD�i �/ 1 3f8 O I Y RF �' / / � ' � i 0".) (E ENM F G, EX , 11 /"/� TEK SCREWS a 9" OL. /L I IL - j14x3/4" 5D.S. /I 1 ]/0" `� (nF,l ( NDfEFK oxs)/ 3/0' F A) CONCRETE ANCHORS / _ R ]O - J/e g 9' 0. G __� _ I 14 I GOM' 1 EE ME OR lI4 9 20 5.5 N S I e ( i / EUV+R IA/JI, W NUT O 9 0 C ' (SEE SCHEDULE ON / f / sH¢T nlax "" 17e L1>e /,` / / '1 ,(,1` 17 or/ /`\\ 17 P18 { %j� e¢loco za Xvls S / / % ( CONCRETE ANCHORS /\F' \' #l4x3/4' F.M. S.DB. / 14 ' �/� / E POURED CO CRETF-1 (SEE sGHlnULEs ON ONBSHEET 13I6) L�� `t q y OC. ER D N. SIPU TIMt / p OR CONCRETE III SHEETS 13 6 IM) \ SEE NOTE t3(e) �' 20E ONIN PI TP. OGPNIAm f--�� =--/I REQUIRED POURED CONCRETE ON SHEET 1 ' 1" OPDO POURED LEDGE OF OR CONCRETE BLOCK NIN. FNuA. coxcnfls cOrvcRRED sue IF HV WALL FLOOR INSTALLATION REQUIRED EwNED REOU1REp MPUG9LE ;J HV WALL WALK —OVER INSTALLATION �` ' J� HV RAINGUARD INSTALLATION t G aD� M KEYSTONE MOUNTING INSTALLATION LLY N ASP OEGICX.pPFSEUPE: ♦81�->3 pp =S.E-I'T.�R�- ATION OF SECTIONuwNVN SXURpt splN 8'-a"E. D. - EDGE DRTANCE tiHis INSTALLATION EHALL BEFOR 1YPIUL FHUTTER SEE SPECIFTCATONS ON EHEEI I] ADA CENT WHEN PERFOMIFD ♦SEE L11nrtA110N5 OF USE FOR INSTALLATION DETAILSW/ (i) HV BLADE ()ADJACENT TO NJ OPERABLE E%L' BIRD€ (IAj OW SHELT 19.GNS UN BE COOR ENIMNLEulr ANr wsra GnoH. FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1f1fP �4� 'v ro �jT 0 2017 EASTERN METAL SUPPLY. INC. s1: ac r�SF •,may pp ■■S A■ BERTHA HVTM S Accordion Shutter System v Nyi ? IE C O 1 N c. �i L ■ HK RPDE //1 W/ OR W/0 HV. VAMON BLADE • G//.�//j i'k American Shutt Systems Rw.x. DEscR"RON DATE oReI - N.L, TIWT TESTING h ENGINEERING COMPANY • .�'y r t'(' 1i aAs X.w, se1R x. 51.. Jw, NPcww cnEO's, aaww ]]ic AssoCia11on1 Inc. L 01n to -Iwo a/ez/n DATE: De/Dz/n Pnone (3DGJeT1-+E3D .Far : (JOS)921-1XT1 4268 Weel Reatls Drive i p � 1� .-ord'; tlR.<aouat«m West Pulm Beuaa FL 334D7 D 1 7W 122 ` ....^• \,� Ifl EB-OWEI.G s \� + Phone: (800)432-2204 . Fev; (561)209-8380 4 S OW RA A, nitlT Jr. PE. P:E.'SFAf %$IfNA1URQy�4TE FLORIDA U<. X w167 8 7 SHEET 0 20 i 1/P' Yl Ov3/4' S.M.S. a 12' /r OG FULL LENGHT. HVA INSTALLATIONS W/ 1 HV SEE KOM ON LOCKING RODS® , MI LOCKS® nQ 4301 HV tOGN®ON SNEET 3. nxc cu s BLADE W1 HV CENTERMATES **NID BIDE SUCK OLTAIL HJF I$ VILp FpR PLL QM RIM ®W sw arlGx mrx auGEQ 22) OR gASEE END WALL CDNN TIDN M —Exls]wG cuss DETAILS ON �NEETS TD dL /' ---- ----------------- ®� OPPOSING SYMMETRYCAL / CENTERMATES W W���H��V LOCK Or Q�51 _ CE A E RIIN TO O i I a 1'14ti Z%1 * (BEESCHEOULSON SHEET 11) T ---- ".—J �GLASS o\� MIN. 3 °PSEP TO GLASS SEE SCHEDULE oPnGNu ON $NEU 11) (INTERIOR) 1 ouT OUT (E%TERIOR> Ulln \� HVB SYMMETRICAL CENTERMA a4TS W S GryAL �N (INTERIOfl) HVE ' TILLIT TESTING & ENGINEERING COMPANY J�\3 41. K.1au. s, s.. ses. ... cxe.O eOR. 35 Fpone : (303)B]I-15M . Fox : (3W)87I-1531 WIL ml.eoaooL.em \ i FB—WJ6]IB W DA1E ILCO FLORY 41167 OK U.. V our ®a o�—/ NO HVC �eOmOm10'�m EXISTING GV55 /1 r POURED CO4CRETE Qft I COONURETE BLOCK WALL L p/' 1Tp IwN J a v SO•!' r MIN, SEPARATION TG GLASS7j HE SCHEOULE ON 1 5 9 SHEET 12) / A OL. ® OUT I 6 1/r MAx. SAG, ------------ HVF** A.S.S.A. Accordion Shutter System HV, MADE #1 W/ OR W/O FLV. WDDOW E4AL American Shutter Systems RLv.xn I eGSGRIPHox I O E I 0R4NN W. u� Association, Inc. 1 OLD 15I-M. a/oz/n NX oe/Nap 4268 West Roods Drive West Palm BeocM1, FL 33407 ] DRAWING NO Phone: (800)432-2204 . Po.: (561)209-8350 K 1 ]-1 22 ALTERNATE INSTALLATION W V "T1e LO 0 MALE/FEMALE "T" LOCKS CENTERMATES 8 B & LOCKERS W/ n HV BLADE * o SIDE END CONNECTION DETAILS ON SHEETS 10 & 18 2. rximxa c14ss OUT IN i� evoE psuox onus x5+, wwurEo on W e. I O1®O Qab O ®.q As wra u umxnw noeruw euos mua,ls xoo-xm , a fi + J e a10 + In01p20 ON MI5 SXFEi, M1x Be V9E0 wllll PY9 N]FAXA � n-�uli il_�7,f �T..(L- IX$]µ UP AL 1(Ja SxOWN IM M591 me 'k seE xore s r9R xr sacx s� . T LO[x, ax sx:Ef S. f s RW5 9..4 µLuwuu (Raxe_a e5so» VALE rw+aEmw ��EEr xmsEm, Pun /. a9m. s 1Eeo aeeuxm er eHErW e JERSfl w.. sl P4PSVPEHI, on Eouu. INSTALLATION M HV BLADE W/ HD CENTERMATES 6) if 2i in L . (OFIWz c. rvu aNwn. ,30*HV 'T" IN n (1)HV. ©0 HV "T" LOCK (OUTSIDE) r: 0-20 x 1 1/2" S.S.M.S. 7/8"0 x 3/32" WINGNUT. Me (( wu) HDB—HVB OUT ImPaXw HDC HVC SYMMETRICAL HD CENTERMAT S SYMMETRICAL HD CENTERMAT S W/f3A* LOCK (E%TERIORI W/ G! LOCK (INTERIOR) * sa wmn m.mclw em]p 4 wwp sww �., sw ** aw.Tau aumw a.m®a]w xco-xw rs wnx eL.aeO HDD—HVD** FLOATING. STACK _,_ FLORIDA IL ECOENa. TILLIT TESTING & ENGINEERING COMPANY b]55 N.W. J6N, sl.. NX J] y ty�b IS( 71-159. PFone : (d09)9>I-1430 , Fox : (J09)8]1-1ll1 Fox ! (ZOD)5. 1-153 mau: mpmavosmm c EO-c9osT19 WKIER A Jr. P.E. FLORNA Lfc. ic. j 44167 A.S.S.A. American Shutter Systems Association, Inc. 4265 West Fcatle Orwo Weet Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)200-83ao 2017 Shutter OR W/O HV. DRAWING No 17-122 ETE ANCHOR 016'OC' EC /2" j'tOxl/2° S.M.S_ ® 16" O.C. 2" �._...—Y t._... POURED CONCRETE OR ....... - POURED CONCRETE POURED CONCRETE --- CONCRETE BLOCK WALL REQUIRED ' OR CONCRETE-,__ BLOCK WALL REQUIRED/ OR CONCRETE BLOCK WALL REQUIRED ---- / �� `. ! i EXISTING GLASS —EX6¶NG GLASS a / /�EXISTNG GLASS:` - MN. SEPA4ATIXN� MIN SEPARARON TO GLASS (SFE J— _ �I LED n.i. ID CLi4 (3E l SCHE II£ ON SHEET I Il 2R HME(liM'0 MIN. SEPARARON l i ID CLASS (5£E l •� SCHFM.1£ QV SIIEEf 11 TYXV EW19QAM 1'16 X5 MAN, aJ 91FkT 19 FOR -!~•. OppES ((IJk %A) ! SCHEDULE 0.V SHUT it FOR BLADE mµ:D / I ON SNflT 19 FORM ; aAg30k (fi083-T6) COW.CLOSER ALUM. LLDSER PLATE. (LOCATE IMIN I '`CT IB FOR �IsADCs (�'k dA� 11/2 / j: AT OTHERFSO; NIN ` �� ' I ( 0IOSE I" OR 2" MAX. ----- _ ®IOA/P S NS. I 016"01 V _____ -! _ _ _ _ (AS APPUCASLE)x2 ❑/e"XP-2 ALUMINUM CUP ANGLE I ' Q (6063-T8 A11AT) Ai MIpHEIGMi �, IQ I1 \ I (Q }ID.I/2' S.M.S. TUG4 Li (2)1/4"0 TARCONS ANCHORS TO OR UI4 SEE DETAIL X FOR SEE METAL X FOgJ // �0 SLOE CONNEC➢ON (�/ � WALL AT 1' D.C. (LOCATE AT W OR Qy* EITHER SIDE OF 40) CIO (jw a 6 • Loi•0^aD'^�1•',(a SIDE CONNECTION TO TRACKS. V) OR @J TO TRACKS 6 J w 8 II,O •f w .{�w.:... Fi�..f"+..2..� 110. / 4 �w{3. �•(Ja(g^.^(10 •:�S,la 5EE DUAL X 50E CONNECTION �:^.(Lj.:�.�JJ'.OSa TO TRACKS I .vi-n1pA )N DETAIEND CONN EXISTING GLASS AUN SPIRRON fl19X1/2- T) GIA4 (BOB ® ,I QCHEDJE ON SHEET II FOR BMEDp" CONCRETE ON SHEEP ID � J ArvCnOR ®--; OMESQk A i` 12"O.G.I/ •.l -1 2 MIN. I I >+ / 2' MIN. (D OR 3Y L POURED CONCRETE OR \ CONCRETE STOCK WALL REQUIRED END CONNECTION DETAIL SO O—LTAIL(Z1 IND CONNECTION DETAILC, POURED CONCRETE OR CONCRETE REQUIRED BLOCK WALL- EXISIING 01TO M. SEPARATOR .. D- SCHEDUESO,N( EEL n --- 1/2 MIN. I, FOR OVLE (DART ON 91FF1 19 FOR - OR EXISTING GLASS AR -I MR. $EPOR4TW v Qsa eg,. Lfw�.�:app wd. END CONNECTION DETAIL 40 i REOUIRED ONLY MR SPANS GREATER TILef1 12'-0' 04)OR C;CR GR CR OR�OR`� l6 ORCIGP(;IOR L ♦ SEE IIU FIIONS OF USE FOR �/�-� BLWE IF aN SHEET 19 C2)OR@'0R'I�`CR� VIEW Y PLAN QR[t'q �wCe.Ca6pa�y-�:a DETAIL X 4§wt)7 .0a,)jIa END INSTALLA 10 �•@-G'•Q"0Iw -:3�.•@a@.,D7a (�H_V BLADE OR I& HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL Firr .''; �r Q `1 \�F y11 '•„(3`V yyf LL" 11 • NREt/DATE !L EC®INC. TILLIT TESTING k ENGINEERING COMPANY 6J5! N.W. J6N. A., no J%. YREINY deners, r-or. JH6 Pnona : (305)6» -1530 . Fox : (305)67I-153I v-moil; Glecaoam.mm ES-00a6ne WHTEP A T41f Jr. P.E. FLORDA tic. Y 44167 �o�©�®�o American Shutter Systems Assoctatlon, Inc. 42B8 West Roads Dove West Palm Beach, FL 33407 PM1ane: (800)g2-2204 . Fax; (S61)209-83B0 Ac REv.x, 1 2 3 , 5 0 FS stem M MADE W6 eC N' am. 00/02/1) DRAWING No 17-122 SHEET^na e^ (1) µ: MAXIMUM A LowABLE SPAN FORA 8 SEPARATION ttI CLASSREQUIREMENTS MAXIMUM SHUTTER SPAN *'L+' OR °L-" (ft.) MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*'L+" GIVEN POSITIVE A.SO, DESIGN PRESSURE R •l RATING. FOR INSTALLATIONS W/ "L+ OR L (i6) FOR (flJ INSTALLATIONS R "L-" (ft.) INSTALLATIONS L-: MAX..4LOWABLE�SPAN FOR A GIVEN III SEE BELOW FOR MINIMUM SEPARARON i0 CENTERM ® & ® Or or W/ ONE INSTALLATIONS W/ 9TEM119W/ A W NEGATIVE A.S.D. DESIGN PRESSURE. RATING SIA55 SCHEDULE FOR SHUTTERS INSTALLEO WITHIN HV LOCK or ,,QQr '��AY or HO LOCK W/ fcM al,. ?Ec g & W/ 7V10 HV OR & W/ ONE HV LOCKS THE FRST 30'-0° ELEVATION OF 9VILDIN0 NO LOCKI RODS 5t 9 oENTERLwiEs� & ONE HV LQCK OR% OR LOCKS OR TWO GR / NO LOCKING (2) PROCEDURE TO DETERMINE MAXIMUM MEASURED AT 5070A OF SHUTTER. W/ ONE HV LOCK W TWO LOCKING RODS Oft W NO OCKING OCKING RODS ® TOP/BOTTOk IDS SPAN FOR WALL MouxnNcs OR ® / / BOOR/CEILING: INS MINIMUM A SEPARATOR TO GLASS FOR SHUTTERS ® TOP &BOTTOM 0(SEE NOTES 1. jB RODS ♦(SEE NOTES 'Y.tt / ONE HV LOOKS OR © (vhuD FOR Emuxnryc© INSTALLED ABOVE 30'-0° ELEVATOR of BWLDiNC. R ♦ (SEE NOTES j jA SHEET ]) GIVEN . DETERMIIVENE A.S.D. UM S PRESSOR MEASURED AT BOTTOM OF SHUTTER IS 3'. PAnWu CONCRETE & WOOD CONCRETE RATING. DETERMINE MAXIMUM SPAN "L+ S;pY CONCRETE & W000 INSOLATIONS a AM.ux INSTALLATIONS 0 IN INSTALLATIONS O PAN puN INSTALLATIONS FROM SCHEDULE. .AN s.SIN oEilcry GIVEN A NEGATIVE 0.SD. DESIGN ^6Msullr FLOOR/GMVIIG P uR[ WALL MOUxONGS P�PSFF eWf FLOOR/¢ILIxG uONMING PRESSURE PAYING, DETERMINE IAA 0MUM h ) WALL MOUNTING MOUNTING RFo e i4 RDOR/GEAIGc MWrvTxG 4 DR SPAN Y--" FROM .SCHEDULE. MINIMUM SEPARATION TO GLASS SCHEDULE., BOOR/CDUNG YOLIiMRS (p A) 1,1) I. e (6I L - (fl) l i (ht L - (3) I. Oe -) L 1 (N L - (II) 4 OR -0 L N (NI L - (fl) Tr se -1 �OR/NN RG MWNO1I G RIVAL MA`lI1AVM ALLOWABLE SPAN IS EO SH UTTER W/ ON LOCK WRHO T LOCKING RODS 30 13'-2' 16--0' IS'-2' I6'-0" 30 12'-3' 14,-0, 30 13' 1' _ 16'-0" 30 IT-2` 16'-0" TO ME FINIMUM,i DETERMINED SPAN SHUTTER INSTALLATION W/ INSTALLATION W 35 12'-e' 14'-10' 12'-B" 14'-10' J5 11'-9" 13'-e 12'-]" 15'-T' _ _ 35 12'-B' 14'-Ip• BETWEEN t+" AND 'L-". SPAN SRMMET CA1 02POSING 40 12'-3- ll'-IC 12'-3- 13'-f0' 40 11'-4° IR'-e' 40 4'-2' 15'-2" AO 12'-3' 13'-10' (3) PROCEDURE i0 OE2FMINE MAXIMUM CENTERMATES CENTERMATES 0 IV-11" 1J'-1- 11'-1T" U'-1" 45 11'-1" 12'-0' 45 11'-9' R'-3" 45 11 P- 13'-I' SPAN FOR COMBINATIONS IN BETWEEN 105" 50 11'-0' 12'-5' I1'-7' 12'-5' 50 10'-9' It'-5" 50 11' 6" U' ]' S0 -- IYJ' t2'_5' WALL W/ RAOk/CEILING MWN➢NOS: OR LESS 3 3/8's q" -...— _.- 55 11'-4- 11'-10' IY-}' II'-10` _ 35 10'-6" 10'-11" 55 11'-3" 12'-11` 55 1Y-T 11'-10- FOR A GIVEN POSITIVE A.S.D. RESIGN >105` TO NO 60 11'-1' 11'-4' II'-0" 11 -e Go I0'-3' _ 10'-5' 60 _ 11'-0- 12'-4" _ 60 10'-2' 10'-t i• PRESSURE RATING ALLOWED 3�a� O�33 65 10'-10' 10'-10" 10'-]' 10'-10' 65 10'-0" f0'-0' 65 10'-9" 11'-II' 6y 8'-5' 10' OR -1' LIl+- LUX. SPA! FOR MALL MOUNTING USESINDIGIEO VALUES MR HDFOP H'%CWFERIMPS9 70 10'-6' 10'-6' 10'-2' 10'-6" 70 9'-6' 8'-B" 70 _ 10'-0- 11'-5' 70 tl'-9' 9-4' INSTALLATIONS, ]5 10'-1' 10'-1' 9'-f0' 10'-I" ]5 9'-4" 9'-4' ]5 10'-<' 11'-1" ]5 - 8'-9" L1}^ MA%. SPAN FOR BOOR/CEILING MINIMUM SEPARATOR To PIASe SC F: 60 9'-10' --8" 9 -]' 9'-10' _ 80 9'-0. 9'-0' 80 _ 10'-0° 10'-9' MOUNTING INSTAIU➢ONS. S A - HLTTER W ONE OCK � ROD OR 85 9'-8` _ W-6" 9L-3' 9'-6" 65 W-9- W-e _ __ 85 T-9' 10'-5' FOR A GIVEN NEGATIVE A.5.0 DESIGN WITH ONI Y TWO IOCKN 90 9'-3- 9-3, 9'-OT W-3" 90 e'-fi' B'-6' 90 9'-5" 10'-i" PRESSURE RATING: _ DETERMINE: INSTALLATION W/ INSTALUTON W, 95 9'-0` B'-9' W-9' 9'-0` 95 8'-3. W-31 95 9_10 _ 9'-2- LI-- MALX+ SPAN FOR WALL MOURNING SHUTTER $4AIMETRIC-AL OPPOSING Im 0'-9' 8'-1. 8'-6' B'-9' 100 B'-t' 6'-1"'-D _ 100 9" 9'T -INSTALLATOMS. CENTERMATES CENTERMATES 105 8'-]' T-11' 6'-4" B'-4' 105 7'-11' 7'-11 105 _ 8'-1. 9'-d" Lx MAX. SPAN FOR FLOOfl/CEILING 101. 110 V-4' ]'-0' 8'-2' ]'-I1' ito ]'-8- ]'-]_ 110 B'-Y 9'-2_ MOUNTING INSTALLATIONS, OR LESS 2 3/4' 'r S 3/I6" O NA%IMUF1 SHUTTER I15 8'-2- ]'-3' B'-O- T-T 115 )'-8' )'-J° 115 0'-d" 8'-11- SPAN "L}" OR -L-` FOR FlNA MAXIMUM ALLOWABLE SPAN IS EOUA MOO' TO MAX 6' 12D B'-0' 6'-11" T-10' 7'-4" 120 ]'-4' 8'-I i- 120 8'-2- 6-9` INSTALLATIONS INTO WOOD 10 THE MINIMUM BETWEEN Lf : 'Lx+ ALLOWED 3 1/4" •"° 1 1/4 "O-• AND 13 " 125 ]'-10` 6'-tl' ] -8' ]'-0" 125 ]'-3' -8- 125 _ B'-0" _ B'-5- SFUJ1 BE UNITED TO 105 4' USE 2 15/1fi' FOR HV `I' LOCK ®0 W/ iJ0 7 W 6'-5- T-6` V-9' 130 7'-1' e'-5' 130 _ 7-10" 8'-1" PM. DESGN LOAD. (4) GO TO ANCHOR SCHEDULE WITH FINAL 're USE 4 1/8' FOR HV 'T' LOCK TAD W/ 135 ]'-0' 6'-2" ]'-4- 6'-6' 135 W-11- 6'-2' 135 ]'-9" 7-9 MAXIMUM MAXIMUM ALLOWABLE; SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTE MATES. j H.V. CORNER CENTERIMATE 13 MAY BE USED AT ALL MOUNTING INSTAI3ATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION }2 NOTE y5, SHEET S. tt E%CEPT THAT WolMUM SHATTER SPM 'L.' OR 'L-" AND MAXIMUM AS IESIGN PRESSURE RATING FOR MSTN3ATON5 IINTO CONCRETE OR CONCRETE (LOCK SMALL BE UMIIED AS FOLLOWS: - CONNECTIONS TO kEYSTONE MOUNTING LIMITED TO +64,-72 P. MD B-0" SPA TEE MOUNTING ON SHEET ]. INSTALLATON IECEND CONCRET A, ANNSORY WOOD WALL A, B. C, 0, E. M. N. 0. P, 0, R, MOUNTING F, K & L- S & v.' FLOOR/CEILING G. H, I. it + J. T. U. W & X. MOUNTING + M 1O HV BLADE BUILDING CODE (Rich V610CIty HMUricnl rL1L111iF'1W\'+T 4R A : k �A/t' 7 ? 'a L /8 b.S■S■A■ American Shutter Systems Assaalatlan, Ina. 426E West RBBd9'Rl e .. West PPIm BeS<M1, FL 3J4DT PM1one: (800)432-2204 FOE: (301)209-8360 02017 EASTERN METAL SUPPLY, INC. BERTHA H/TM Accordion Shutter System mlL H.V. BLADE #1 W OR W/O HV. W1ND0.V HALE / TILLIT TESTING & ENGINEERING COMPANY Wye H.W,.]eN. 11 Ste. Mf. NMJw W44M5. no.os d]I8 PM1onA (105 WI- u: 61Ieoe6p01,eom WA�1530 . Fu : U,,)BT-'SS' EBAWGIfrt Jc PE. FLORIDA Uc N «le] REv.xr GTscRlnlox DAm ORAwN In; Mt. 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TILLIT TESTING & ENGINEERING COMPANY 'a '• STATE 0>: J a. eess x n. _sin s1. sL. nos, neawn emwrs, MnIW a Phme : (30)071-1330 . Fox : (.1M)tl 11-Is3 Sp' Ee-.0006]1. �•,•,•••••••• \r 1 WXym A 11. Jr. P.E. tsE. SEJSPdRdni6FE!¢tfE nox" us. a ♦4',. ANCHORS SPACING LEGEND END TAPGON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE DM6ATIONS OF USE FOR BUOE fA ON SHEET 19 n HV BLADE OR n HV BLADE W/ 9 HV WINDOW BLADE WORKING IN UNISON FLORIDA American Shutter Systems Association, Inc. 6265 Vleet Roetle Drive West Pelm Beach, FL 33407 Phone: (600)432-2204 . Far. (561)109-83e0 2017 DRAWING N. 17-122 © 4 - R ©2 4FOMEMMIM ••mm'®''' ' ®''' IBM MIM � m®mmmm®mm®�mmmmmm®mmm�mm m®mm92 mmmonnno mmmm�nuoo 12 �0m®m0oono0®Imnoo0�0m000p m® m®in mmmmmmmmm®mmmm�® EMIR oomm�no�im©®omm ®oo mmmEn mmonuvmmm®mono LENTM ®mmm0mmmIna ��m®®r7m�m©� EMU mmmOBmpmOmin Mrs LEI ME" Moommm®o�¢®�®' opoo ®®m®O®OOOOI®gym®oWin m®nlFi�®vO ®®mM0®0A ®�pim�mpmoi®pm®DO �m®�m®®Don m®��g����... mm ' DOopOmmmmmmmIN ommm ® �m�I®mmmmo®m®mmo®ppmmm m�®®�� mmom®mommmm®m0oo�m go �Rmiumm" EESM Mao�� �om000®o��PoM mm® Omm m mmAml'Eil�mm mm "mm" om®v® o0 ®M"M ® EMoov Meo� ego ooe��®m 0"m MM om�o�HE ®mm®oomOmmMugu" ® MoAi0000®mmmm0vo�omm0vIgom MM�o�oovo�i�ov�v ®In Imoovo� mvolvi®o �mmmommo ®®"�Mp� ®o�0Dp0pOo�00 ppEa �ppppod� OOOoo0ooma �000000 0 000000Pi®�ori000 m000mO®01'[IDlmmmOOmm mm0 R ®mmO0000m sm 8 �pmpoOomomoMDOo ppM �F7mmmome OmMU= V SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. Fe - 3 Mai) WITH AVOINCED THRENDFORM TECHNOLOGY ANCHORS, AS ANCHORS SPM9NG EGOID _ 1�1.0 x3/aN ALL POINTS CUD -MT ANCHORS, AS 01SMISLAM BY ALLPOINTSCREEW. SOLT k SPECIALTY COMPANY. (Mi.. rc - 3 Wi) TAPCON W1M ADVMICED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. fc - 2 Wi) MRFADFORM 1Q%-C.ECY - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.. AND DISTRIBUTED BY ALL POINTS SCREW. BOLT h. SPECIALTY COMPANY OR ANY OMER APPROVED UCENSC OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCATION INC. ALL POINTS SOLID -SET (Min. re 3 kci) BLUE TAP V/ CAP NOT ES: APPER+ AI) MINIMUM EMBEDMENT IMD POURED CONCRETE OF TA:'CON WRH MONCEO MRUOFORM TECHNOLOGY ANCHORS AND TAPPERa ANCHORS IS t 3/4'. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/0. A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4' ALL POINTS CUD -SET ANCHORS SHALL BE 7/8' INTO ME POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE CREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO DIA, AND ♦ SEE ATONE Of IME OR LNEON SYRi IB I' MINIMUM FOR WALLS WITH NO STUCCO. 0.3) IN BASIS THATPRECAST STONE. PflELISi CONCRETE PANELS, PAVERS OR ANT VENEER BE FOUND ON ME DIMING WALL OR ROM ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND SAID 1VALL FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTES At) k A2) ABOVE. FOR WS(AllATI0N5 ON NN11 SDING OR EIFS WON OR WHOM METAL STUDS CONSULT THIS ENGINEER FOR INBTALU110N INTO UFS WINS MEFAL STUDS SEE SHEET 3fl4 (8) TO DIMING CONCRETE BLOCK (0.STM 0-90) - 1/4.0 TAPCON WITH ADVANCED MREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILOEX, - 1/4.0 x 3/4' ALL POINTS SCUD -SET ANCHORS. A4 DISTRIBUTED BY All POINTS SCREW. BOLT k MECALTY COMPANY. - 1/1'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIN, FASTENERS DIRECT, INC. - 1/4.0 TAPPER" ANCHORS AS MANUFACTURED BY MVERS FASTENERS. INC.. AND OISMIBUALL POINTS BY S SCREW. BOLT h SPECIALTY COMPANY OR MAY OTHER APPROVE) UCENSED OR AUTHORIZED VENDOR REGISTERED WITH ME MEXICAN SHUTTER SM130S ASSOCAMON INC. O 0 •� VL' 1 110 •F ,5: M 1 r NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP VI/ CAP ANCHORS AND TAPPER! ANCHORS IS 1 1/4• AND TAPCON WRH ADMCEO THRWFORM TECHNOLOGY ANCHORS IS 1". B1) MINIMUM EMBEDMENT OF 1/4.0 x 3/4' ALL POW SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEOMEM INTO STUCCO SHALL BE PONGTEO. 1/4. 0-20 S.S MACHINE SCREW USED SHAUL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS HORN NO STUCCO. B.3) IN CASE THAT PREC T STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON ME DIMING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN MRUCMRE BEHND SAD WALL FINISHES. ANCHORAGE SHALL BE AS HIMCAMD ON NOTES B.1) d B.2) ARGUE. FOR WSTALIAMONS ON VINYL SIDING OR ETS WRH OR WRHOUF NO& SMDS CONSULT THIS ENGINEER. FOR INSTALLATION IWO BFS WITH NO& STUDS SEE SHEET 20. (C) ANCHORS BALL BE INVAUM FOLLOWING ALL OF TI4E RECOMMWMPONS AND SPECIFICATIONS OF ME ANCHOR'S MANUFACTURER. (D) SEE CHEOULE BELMY FOR EDGE DWANCE (E.OJ VERSUS SPACING RMATWNSHIP MR ANCHORS. EDGE DISTANCE YERSUS SPAGINIQ SCHEDULE FOR ANCHORS, MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISFANCES INDICTED BMOYL MR E D. LESS TAN ME INDICATED, REDUCE ONCHOR SPACING 8Y MULTIPLYING SPACING SHOIVN ON SCHEDULE BY ME FOLLOWNG FACTORS. REOMED SPACING DUNNED USING FACTOR BILL, NOT BE LESS MAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE M5W1 W/ ID/AVRD THRFJdiplY 1E ALL POINT SOLID SET BLUE TM W/ CAP TAPPER + LAIN. BRACING MIN SPACING DICTINCE E.D. 3' C Mill. SPACING - 3 1/2* MIN. SPACING . 3' 3 3/C C GOAD IXIgUTE IXMiTE BfIX PoURED CONCRETE k CONCRETE BLOCK POURED CONCRETE h CONCRETE GLOCH PO3+ID assa E ouxi Ba•`( MU FA•3 f/Y MN EP•21/Y MIL EP•31 MNUBL YR ED•31I2' MN EJD. 21/Y 3' 0.90 1,0 0.70 1.0 01 1.0 21/2' 0.01 _ 1A - 0.67 1.0 2' I Ole 11 2- - - - - 0.35 - R IL {6C®INa. 'A TIWT TESTING h ENGINEERING COMPANY ENS.I W, 1111, SI.. YI s e, VIGIMM GVMAs, MRIW 11 G, Phone : (M5))m1-1530 . F0.-: (305)aT—Issl A Ad -AI: oe: iil.00Gam.oAm n-ONI 111 WALTER A TNT Jr. PE. E FLORIDA UE, 0 44167 INC. AoS��M�� Accordion Shutter System KV. BLADE jj1 W/ OR W 0 KV. WIWW RAL American Shufler Systems flEv.xe o2scwlaloN DATE DRMI Of. M.L Association, Inc.. am 15— o-/O:/12 OATS 08/03/1 4258 Vleet Roods DNee 2 DRAWING No West Palm Beach. FL 33407 3 Phone: (8001 . Fax: (581)209-5380 , 1 %— 1 22 L J. 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J60. 0.' a'.. 355. neanu awa0Ns, Fits. 5) ]r4� POma : C05)671-1530 . Fa.: (305)871-I531 f 1 -moll: 0aW.cem �14 EH-000L006T fE WUIEA A P£ F10m0A La. i Jr....61 M F WITH ADVANCEDFORM TECHNOLOGY OINTS SOUD-SET BLUE TAP TAPPER+ • SEE ANCHOR SPECIFICATIONS ON SHEET 13 rLID ONLY FORUPTO+70,-75 F A.S.D. DESIGN PRESSURETING &FOR SPANS PER HEDULE SHEET 11 O HV BLADE ONLY A.S,S.A, American Shutter Systems Association. Inc. 4260 W806 Roods Or,re M16a1 Palm Beach. FL 33407 Phone: (800)432-2204 . Fey: (561)209-8300 BUILDING CODE (High Velocity Hurricane 2Gn1 0 2017 EASTERN METAL SUPPLY. NC. BERTHA HVm Accordion Shutter System KV. MADE p1 W/ OR W 0 KY. WINDOW HALE pEV.Xo pESCRIP110N DATE I aRpryry W. 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E u., 0 441.7 ANCHORS SPACING MEND TAPCON WITH ADVANCED 1HREADFORM TECHNOLOGY BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦SEE LIMRATIONS OF 115E FOR e1ADE ( ON SHOP 19 n HV BLADE OR n HV BLADE W/ 1�;A HV WINDOW BLADE WORKING IN UNISON A, S , S ia. American Shutter Systems Association, Inc. 4298 Wee Rome Orme Weal PNm Dave, FL 33407 PFone: (800)432-2204 . Foa: (551)209-8380 DRAWING No 17-122 MAXIMUM DESIGN PRESSURE RATING ( f T AND GORRFSPONDING mAximitim AN HOR+ SpACI C (• 1 cCH D FOR A G N MAX, SIFTER ITER PAN. N •ATN A.S.D. DESIGN PR R ATIN AND A ORRESPONDIN O !R1n,N • TYP . L!i (SEE MWNTINOS ON $NEU$ 16 & IJ). !EE; LJ BST RATE SOUTHERN PINE No. 2 W MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/-MIN.PLYWOOD COX so x x 9. 220% MIINF.IF 0.53, SPRUCE PINE SPRUCE PIN DOUGLAS FIR W/ MIN, G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.36 FlR NORTH AR SOUTH .K . MIaCG-0.50 W/ MIN. G�0.43 W IN. 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SEG90N ON THEM 16 6 IZ -SPRUCE PINE MR NORM W/ G-OAJ (NOS) INCH IXLEP110N: SEE NOSE 2 DOWN. -SPRUCE PINE MR SUM W/ G�U.36 (RD.SJ 2 NSHOGS TO HOLLOW CEIUNG SRNL BE AS PER MOUSING TYPE U. SHEET IJ AND SHALL CONSIST OF -MOO. 1/2' W. PLYWOOD USSR MA) LAC SCOOPS IS PER NOS 2015 SPECIBGRONS. 4. ANCHORS SHOO. BE WEMLLED FOLLOWING N OF THE RECOMMEN01TON5 AND SPELINCATONS OF THE ANCHOG'S AUNUFACIMR. 3 2 14 TILLIT TESTING & ENGINEERING COMPANY e3ss Nw. aMln ." sl.. JaA WuiNu Goosoo, nano. SS La p Pnoere : (305)B7I-1550 . Fm : (305)811-1531 A LA Q o-moil. Dltec.Caol.<am W-0006719 11 MIEN A TIWT Jr. P.E. _ rMRIDA Uc. 0 44167 A.S.SvA, American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm a-Ch, FL 33407 Phone: (800)932_2204 . Fax: (551)2o9-B380 13UILDING DRAWING No 17-122 OM HV WALL HEADER INSTALLATION �XSTING CLJs" , M I N , . SEPARATJON 10 GIASS .4' GONE, _("S SCHEDULE II DOD PLATE ON SHEET 11) 15) M EXISTING MIN 2'x4' WOOD HEADER RFOVlRED MIN STPARJdlori EXISTING TO CLASS ot,rs" (SEE SCHEDULE ON SHEET 11) ON HV WALL HEADER INSTALLATION I L N SEP�TON 70 GILNSS EPISENG_ SEE SCHEDULE ON SHEET 31) 1/4"0-204/4' D.E. tACHINE SC NUW/ 1/4 -20 NUTS 0 Ox3/4' S.S. MACHINE SCREWS -20 TIM 0 12' OAC. 2'." COME. Si Pt TE REO'O. vi 2'x�' HE L-EQT-Em. CHeCON WITH ADVANCED I D /4 0 —,/4'0 TAPCO WITH ADVAMICED INREADFORM TECHNOLOGY THIREADFORM HNSCHNOLOG' A/ 1/2- Min PENETRATION OF NEETUNCH OF I -SEE SHEET 4 FOR FNPCM_ W/ 1 1/2' Rfin. PENLJRVIOM THREADED AREIN INTO PLnOODI Z_s v000 C" ry REOBI T 1/4 TPPCO WITH C T.R�.FYAMI TECHNOLOGY THREADED P9FA INTO PLYWOOD. SHUTTER ASSEMBLY. OF THREADED AREA 0 (SEE SCHEDULE ON SHEET 15) L 2� LMIMDTH or WOOD PULE. I.BE EXISTING MIN, 2" �N 5 SHEET(SEE SCHEDULE 0I1 IS) 2-MOUNFNG SECTIONS M BE COMBINED IN My WAY TO (SEE SCHEDULE ON SHEET 15) RED D- — SUIT MT NSTAULATION. COD RED D. Ee� , ] M. CDX PLYWOOD 1040*.0 ibl"" I/D' MM. CDXj �AtL FINISH LoNsUN. MIN 0 16' 0. 1 MAX. REQD. ENUMS sE BE ATCvDNB ) 10 O.C. IN ACCORDANCE WITH PL"000 NEWS, PLYWOOD TO TO NUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C.♦SEE OF @HV WALL SILL INSTALLATION ©HWI WALL SILL WITH SECTIO, FA4. E. T_ FLORIDA BUILDING CODE (High Velocity Hurriecine Zone) AMU ILL INSTALLATION E I' C."E.E.C, CI 2017 DNSTERN METAL SUPPLY, INC. % BERTHA HVTHM MILS.A. Accordion Shutter System rE—C o —,. - - a 's H.V. IXADE #1 W1 OR W/O KV. WNDON MADE Amerloon Shutter Systems WN.N.1 COMPTION un IDJvIMN W. N.L. TILLIT TESTING & ENGINEERING COMPANY A Assoclation, Inc. -OM. Do/.J/,7 4%, s. 2MIll $1. 0 seeM. lel. De,sl 0. 15 X/02/11 DUE. Phors (305,)8,1-1530 , Fr, : (30)671--153, 4268 West Foods Drive DRAWING NO —0: ler ...... West Polm 3,1,4,0,7 ........ -2204 Pron.: (800)432 EGG —122 . p Qao '�10% H I ILLIS Jr. PE. 17 S X RUCROA Uc. # �167 .... j .... TURI!�DATE SHEET Im 16 OF 20 FINISH A•Sd 14.0 TAPCON WITH DVANCEO THREAOFORN ECNNOLOGY W/ 1 1/2' Min. •NEMAVON OF THRONGED tEA TO E%ISVNG MOD ADER, BE SCHEDULE ON SHEET 16) � i1 Il\ mil fu LIXISryRG MIN 2'a4' Ev" x -1 GLASS II HEADER RE00 NW. SEPARATION 4 j.EN 0 GLASS 1 -(SEE SCHEDULE ON SHEET 11) QS HV WALL HEADER INSTALLATION NOTES 1-SEE SHEET 4 FOR TYPICN. SHURER ASSENBLY. 2-MOUNDING SECTIONS GIN BE COMBINED _ W MY WAY TO SUM ANY INSTALLATION. I 41N. SEPAMMN TO GV I (SEE SG.MO ON SHEET 11) IRI Ep1TNG GLA}sJ T WALL FINISH f)IITf,'�JITI{ I A• 4'.8' (Min.) EXISMNG--. '-^---I-=-_ - SEDGE (IF APPIICABLi) WOOD BFA!A REOUIRE➢. —�— _`— STRUCTURAL ADEQUACY 5.5. OF EXISTING WOOD BEAN ._ HELD TO BE CERT6IED BY REGISTERED ENGINEER OR EO E �— IXISIING W000 TRUSSES OR ME ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/2' I/2 �'-1 r RARER a 24- O.C. REQUIRED 1/4-0 6b / 1) WON c rr DTD TNREADPoftu TH TECHNOLOGY W/ 1 1/2' in. V �__.. / _ SO E% U G FTR PFNEIRNTLON OF THREADED 3/4' M... THH. AREA To 251"N0 WOOD MAX�.E EO /14a3/1 ED 'ED 1 a4'al/0' COUT. ALUM. TUBE (SEE SCHEDULE ON SHEET 15) S.MS. ! (6053-T6 ALUM W/ I O 6' OL. I (3) 5/I6'0 LAG SCREWS TO 1 OF Of Q OF I© © or © EACH ON MUSS. IDGTE UGRSCREWS AT 1 I / I_.I OPEN HOLE YIDWIOTI OF US". WOOD MEMBER. (2' uin. NONLIK WIDTH) 1 E%ISTNC AT FACHJ STUD TO ACCEPT ��( W/ 2' Mn. PENETRATION OF - THREADED AREA VAL) MR GU55--I I� 5/1VO LAG SCREW $$ ' INSTALLATIONS WITH 72 Rd 1 Al CENTER OF MBE. 3 Aa% AS 0. DESIGx LOAD AND 1 9'-0- MAN. SPAN. THIS m MAW" (ME -I yyglE m yaT I ^ m y9 'a DRE IHSTpLUTION IS ONLY VALD .1 lot RNENNNa tM h COMING-1WpAFW 6y¢I I' FOR WOOD W/ MIN. SPECIFIC 9[E1 le ffq .01A 19 LUSS� M M. eK '. a6IAa� ro RI i GMWTY OF 0.90 AS DOUGVS 1 OR (W FIR OR SOUTHERN PINE No. 2, W OR EOUAL �T HV CEILING INSTALLATION U� HV CEILING INSTALLATION ..CM 1 OR ®6 I". SEPARATION � I _I vmEE m (9.Tac EXISTINGi IOU ay TO GLASS - (SEE SCHEDULE 1 9a1 �a DW GLASS',n4• VAm ON SHEET I 1 1 ANCHOR LOCATION II EXISTING GLAss I 1HEX GUS II MIN.wow 6 7 N. V uI WASHER HEAD \\ IRM OECHREOMRFO DEC N. MOD D _ _TEN SCREWS O 12 u.c — (NO FINISH PLLOWEO) DECK REOUIRLO (NO F.S. ALLOWED)�-- li'D Wool lr.vFc d •`• �1/4b iP➢CON WITH 1 PHILUPS TRU55 XFPD 1F APPIIGBLE +k�• --1 A_— V... F.H. TAPLON M. PGVPNCEO THRFADFORM Lon. MACHINE MO NS `-EDGE AINNJCEO IXRFPDFORN TECHNOLOGY W/ 1 1/2' Min. W/ 1/4'-20 NUTS 2� MIN. L2 MIN. Or _.� TECHNOLOGY W/ 1 1/2' H!n. DECK 6 ✓ PENETRATION CF 1HREADm 2'a1' COM. PnlE1M110N OF THREADED O 12. O.C. i , MPUGDIE —2• MIN. � AREA O M10MIGH OF MOD SILL PUTE AREA O MIOMOTH OF WOOD 1/4 0 LAPC_ON WITH IfNPHCED THREADFORH iECXNIXOLY PLATE. REDPULE W/ 11/3 in. PUIENNAMN OF THREADED AREA INTO MOD DES(. (SEE SaIEDULF ON MEET 16) •P _ (SEE SCHEDULE ON SHEET is) (ALE SLHEGULE at SNEEII 15) • 58 EV XT S V USI19.N BID, E OF (y HV WALK -OVER INSTA eTION L �V HV WALL SILL INSTALLATION tJHV FLOOR INSTALLATION FLORIDA BUILDING CODE High Velocity H.Micone Zone) 114111�_ YP Ar T��/� a AwSo 0 2017 EASTERN METAL SUPPLY. INC. BERTHA HVw Accordion Shutter System - TILUT TESTING & ENGINEERING COMPANY loll x.W. 4N. L. sY ]Os. MMONA.001, FGHM JoAl PNone : (30)671-1530 . Faa : (]W)BTI-UST a -mole Lum0000Lmm EB-oc"W" - WuA II 1ER TN1,19, aQRaA uE. / ule] American Shutter Systems Association, Inc. 4258 WI,N Rood. Drive Weet Palm BeaeN, R SJ4W PNone (800)432-2204 (581 j209-BJ80 HV. MADE / 1 VVOR W 0 HV. NIN7O!! BADE y N i• �/ 1 ^aqTAYC t,r; R RLV.Nn oESGPIPnox DATE DWWN er: N.L 1 a{D I6-o9D /ovt WE. oe/02/11 p •••, ,e p' -_.�Es•,<OA1DP:�\`,rlTl IiE?Ig�t�a{$1�PT£ 0 DRAY/LNG No 3 s SHEET 17 OF 20 Tat' ,µN odos {As MPULRSLq Da Ex6Tws Suss—` 4 OA'fQ, C5-Q4 .p.(�T.'Li1 END CONNECTION DETAIL (7) END INSTALLATIONS (1,' HV & t1A HV ♦ BLADES INTO 2Jrx4JJ MIN WOOD STUDS P6NEmenex m I;x- cm nr6EeD Ir x0 snlbs EnST, r- i ^ IAE- MIN, Na 6aJ' (808Yt6) . 41 N. IILM. 2p5FA 01 RAI[. (LMAIE el EImE. Or O (D) S.uS 40C. .0 6161/L S.NS.— SEE DETAIL N MR SEE CON"ECTON TO IQKS END CONNECTION DETAIL J Exi6llxa 'pVaNCEiMRPADFORM A M'LMORSW/ 11 VIW /}s TNRUMO PEN ToN MO III C u. SM. EYDI IIIN. DI SNOS WALL RFO'0. N. END CONNECTION D TAIL;J END CONNECTION DETAIL Ifo + REwwED axLr rav sours aRurzrz lxAx 1Y-0 ♦ SEE LIMITATIONS OF USE OF BLADE 1A.ON SHEET 19 1 `DO010��aR L ON@..;40A113 VIEW Y P AN END CONNECTION DETAIL (III CQf1 ;92; E N, aASSv TILER TESTING S ENGINEERING COMPgNY cal N.W. 111 51.. Ste..11 NRCRW RoSENS, RORW .VI6 PM1ane : (305)51I-1330 . Fox : (DNS)3"-ISJI -mole wlemasaLvem CE-00abn9 WPl1ER A PWT Jr. P.E. RDA pa. A 44I67 .11 ML A FLORIDA American Shutter Systems Aeeaalation Inc. 4268 WeST Roads Dri 0 Weed, Palm Beach, FL 33407 Phone: (800)432-2204 . Far: (561)209-8360 BUILDING CODE Hi h VelocityHurricane Zone 53 2012 EASTERN METAL SUPPLY, INC. Z4%DETAIL .JJ(�Q• =� F b Ss S�/l-y7 j AT a .yJ ' tArC OF � R. \ (lam,•, BERTHA= Accordion Shuttter SystemL H.V. MADE #1 W OR W KV. WINDOW MADE RI DESCRIpTON DATE PRAWN er: uL 1 am 15-080 8/O2/I GATE: 08/02/IJ - {{A . L ttl�� { . f "^..........�' {J trf x 1{, I P.E: Si}L RC; uAiE p DRAWING NO %� 22 J 4 4 SHEET 1B OF 20 4 ELEVATION MD. sw aI To ws EFIS,ING GLASS �10A£ T � 11 �G --------------------------- '—_ __`---------- -_ Ntl a TEA'6 5/ A, --- ----------------- 11 Ul �mIYP. snu RluEp NTuuuTEs N� C AND Ye/o'�.4 (SC NOo TE 4 AewE) ` PIiLN _ TYPICAL r1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE LTA! SHUTTER* LO .L - .TIP: lwlP,,, :.1•<' 1. MAX. A5.D. DESIGN PRESSURE MM'O: +110. - 110 PaJ. 2. M4%. SHURFR SPAN: 90'. O. ALLOWED NOUNRNGS: A D. G h H ON SHEER 8. T; AS YELL AS NOUNLWGS A 0, 1. U h W ON DI 16 A 17. �4y ONLY CEMCRNAif5 R, 1F1J (BOG W/ ST OR i2Pi1 ORE ALLOWED WITH 1 1[y A4MyDED IN A SYN`0ETAPCIy OR OP NC U1Y'OCT. IN CASE OF OP NO P1ilUf QiSE] WR BE INCLUDED ONLY AT E%IENOR ACCESS SIDE OF CFNIFRW S (A) NV W4" BLADE CIAi SH.LLL ONLY AlchY A uUCTVU OF 5 OPENINGS (S"a HOLES) FOR © PER LADE AT SPACMGS SUDAN ON SHEET 4. (a) u1N. CLFMµCE mom TOP OR BOTTOM EDGE OF NY YnbDoY BLADE OF ANY 3.0 HEBB FOR 4Q BNUl BE 12'. (C) FIRST M L§ RUDE COMING BUT FROM STARTERS Al ENDS MAY BE HN WINDOW BUOE 1 (0) NV NIRMW RUDE lO MUST BE USED KIENTAX TO A SCUD HN BLADED MROUGNgR SHU DEWS WIDM. (E) CD RATES SIU IL ALWAYS BE INSTALED. PAIACEM TO A SOLID HN BLADE 1 AT ETHER 510E OF THEM. (F) POLYGRWNATE IN VAHOOW GA SWL, BE INSTALLED 50 rr TABS FACE THE INTERIOR OF THE OPENING 8 No PROTECTED. fIV `MNOOW 0nC40NU5T BE ONLY WSTAMEO MID LOOKED USING A V SENINO 100E PROM BY F4A INC. S. SEE ANCHOR SPACING SCHEDULE FOR INSrAVAMINS INTO WCOO TLWE BUILDINGS ON SHEET 15, AS URTND BY SPOT AND DESIGN LOAD (SEE NOTES I k 2 A9.10, ). SEE ANCHOR SPACING SCHEDULE FOR INSULATIONS RON POURED CONCRETE OR CONCRETE DOOR WAU ON GUESTS 12 h 11 AS MIGEB BY SPAN AND DESIGN LOAD (SEE NOTES 1 h 2 ADME). S. MINIMUM SEPARATING TO CUSS SOECOM. 9NnER SPAN NINRANA SEPARLPON iD OASS 86' Mo.. 5- �9^ IL ECO)aa. American Shutter Systems STATE TILLIT TESTING &ENGINEERING COMPANY Association. Inc. 9�' OF Q wss "o. Gsu. S , SL..1. Wau"IA F..aPMz' Bo.WA 1H6 Pnm.: p06)911-1=0 . Fee : (]GSA,,-I53, awn: <-en<aaoaa<am L 4265 Wost Roaaa ome west Pmm mR m e.a, 334 —(• �i <` (ORID` ko B �OSL s ...N1D Phone; (800)432-2204 . Fa.: (561)209-0380 •fss�./•S.�.�....A.,".c.A: !... P2r$EMFaD.�A'lEM[(L5(IE e0.TFA P.E. n.em Ue. 1 s416I DRAWING No 17-122 REQUIRED MINIMUM INSTALLATR VARIES 8'x 1 1/21. 0,035' TXICK 2' MOY. .in. ASM A-69 GRADE 40 T Mr. G-60 Gov. STEEL .S. STUDS AT Ifi• O.C. w 43b . ------ IF 6' O.C. o II d _________ t/p• .475" F— 38 DBAII/s'vN.UM0.W5' I-- �/ 43c o _ TZ n MICN Mn. uv. STEW rfl%DK cxANNFE. 43c. O 8' O.F Ilj_t -fis3 cruoF 40 uln. c-fio SO EASTFtIEO i0 WIDS 1®s• D.c J r (e.f/2. 1EN SCgfltS ON E%IS11NC FINISH i AS APPLICABLE ( 3, 1 k IXfEPWP fpCE I Y S EXISTING cuss AIIN. SEPARATION ro PAFGLA T YYY"' (SEE SCHEDULE) (TO) EXISTING RMSH VAS APPLICABLE m 6 O6M1/. x 0.035• TnIX uln xv. sReL rRACK cxAHlm, ZEDS eRMe 0 ubn. o-e0 ZED FAsftNm m sroOS O fi•O.F T 43e' 430 m D' D.C. � {6e1/I' iIX SCPfWS ON k E%1FPIOfl FACE 1" MIa H *GENERAL LIMIJ6VOINS A D CONDITIONS OF USE 0 ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. 2. MAX.. SHUTTER SPAN: 84" 3. ALLOWED mouNTNG: M@ ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 AR GED A METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR IMERIOR ACCESS SIDE OF CENTERMATE. 6 u - I - ** BLADE SLACK DETAIL HVF IS VALID ALSO FOR 1/2 12 CENTERMATE, 21 APPLICATION WITH BLADE 10 PEOUIPED MININUG 6'x I 1/2'x 0.035' THICK 1 0 6 O.C. Min. ASTM A-653 OSADE 10 uin. G-60 wn. STEEL MS WALL HEADER/SILL INSTALLATION METAL smo5 AT W AG. r-7ExlsileC cuss_-- T I SYMMETRYCAL II SYMMETRYCAL 430 436 43a II I' " CENTERMATES W/ I CENTERMATES W/� i I FYTFRIOR dMFCC CIDF I I i INTFRIOA dMFCC CLOG (6" Min.) MATES -12.000'Minx. r Q O83' e 0 Q9' 3® 1/4"o NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION MGLASS SCHEDULE_3.000• Max. MINIMUM SEPARATION ua LENGTH + 1' TO GLASS 43 1/4"t0-20X3" BOLT 31/4" MUST PENETRATE a3< t" 250" is Lv3"y sn jE 1/4"0-20 THREADS 43CONSTRUCTION 2RODUCTS FAB—LOK HD COMPONENTS _ A6 AVPLIG6LE (SEE SCHEDULE) 112' 4M. SLACK !L EC01Na. A,S■&A■ American Shutter Systems TILLIT TESTING h ENGINEERING COMPANY Association, Inc. 6]3] N.". 3e1. sv. sN. 3m, vIPM.M a noun, awa. alsl Peone : (305)81 . Foy : 000871-1531 4265 Weel Roads OnvO .-mad: nlhcooc".mm West Pulm Beach, FL 33407 EB-D00870 Phone: (800)432-2204 . Fax: (561)209-8380 WPLRq A Fl. 1, P.E. HUESCA Uw if .1.1 SCREWS ON FAGS (2) a2 LOCAT D AT j Q HV HEADER/SIL ENDS VIEW Y SIDE CONNECTION TO TRACK Accordion Shutter System HV. RAM #1 W/ OR W/0 HV. YAWOW BADE Vo DESCRIPTION OAR 1. On: M.L OLD 19-080 /o2/n wiF: DB/Oz/17 ORAWING No 17-122 SHEET 20 OF 20 1, V OFFICE USE ONLY: DATE FILED: 0' I REVISION FEE: in 5 90) PERMIT # O RECEIPT # PLANNING & DEVELOPMENT SERVICES BUDDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE RECEIVED FORT PIERCE, FL 34982-5652 (772) 462.1553 FEB 01 2019 APPLICATION FOR BUILDING PERMIT REVISI N$. Lucie County, Permitting PROJECT INFORMATION LOCATION/SITE ADDRESS: 5799 S US Highway 1 Fort Pierce, FL 34982 DETAILED DESCRIPTION OF PROJECT REVISIONS: Change lines 1-8 from Shutter Tech HV Maximun Impact Accordion Shutters (NOA 17-0905.03) to AABCO Aluminum Storm Panels (FL #11964.1) CONTRACTOR INFORMATION: SCANNED BY St. Lucie County STATE of FL REG./CERT. #: 30148 ST. LUCIE CO CERT. #: BUSINESS NAME: The Home Depot QUALIFIERS NAME: Raquel Swanner ADDRESS: 650o NW 12th Ave. #110 CITY: Fort Lauderdale STATE: FL. ZIP: 33309 PHONE (DAYTIME: 407-469-5599 EXT. 357 FAX: 407-469-3499 OWNER/BUILDER INFORMATION: NAME: Laverne Williams ADDRESS: 5799 S US Hi! CITY: Fort Pierce PHONE (DAYTIME: _ STATE: ARCHITECT/ENGINEER INFORMATION: NAME: _ ADDRESS. _ CITY: PHONE(DA SLCCC: 9123109 Revised 06130/17 F I w'-3 10 �o�- Florida Building Code Online r Page 1 of 2 F n a e 0 6 e t k aCIS Home We In user Regatratim j Ha Topics Submit Surcharge Stars 8 Facts i Publiamono j FBC start } SCIS Sim Nap Links See¢h p Product Approval dbprUSER: Public Us Firm-1HOmnim'MBnu> Pma= , Amimem, Seomh>AwlieaionLlet>APIU.UobDetail RECEIVED - FL # FL11964-R4 FEBy /t 1I 1 F1 Application Type Revision - 16B 2019 Code Version 2017 Application Status Approvetl ST. Lucie County/ Pwrt7 unq Comments Archived --. Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 Irod rigueziPeastemmetal.com Authorized Signature Bill Feeley `� Irodriguez@eastemmetal.com U11Technical Representative tO1 GYEW Address/Phone/EmailakaQuality Assurance Representative Address/Phone/Email - Category Shutters �_Subcategory L Storm Panels:tt����Compliance Method Evaluation Report from a Florida Registere-Qd�Floritla Professional Engineer Evaluation Report - Hardcopy Receive• ��K — Florida Engineer or Architect Name who developed Walter A. TIIIIL Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. W, Validation Checklist - Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE PDF FL11964 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year (of Standard) Standardfj-�q ASTM Et886 xS,, 02 fRR ASTM E188��r+ fi`2' sssg---777___S(,k ASTM E799�` tSS� - A5 ^S{ry ASTM E199 ASTM E330 F^� y t lh kid' u FRO C Equivalen o(P uScan r f �ll �r✓1 rl r� G�j1 `.Yn-p CertifietlOrEn ,-:x=r U 6:1 Sections from the Code https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXga... 5/30/2018 Florida Building Code Online Page 2 of 2 C Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products I FL # Model, Number or Name Description 17964.1 0.050' Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel (2 inch)- Drawing number to provide hurricane protection. 17-097 Limits of Use Installation Instructions Approved for use In HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY, INC. DRAWING 17-097 0.05Q BERTHA ALUMINUM STORM PANEL,PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile. Max. span is 13'-0" for .30, -30 p.s.f. Evaluation Reports ASD and 4'-0" for .90, -130 p.s.f. ASD for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY. INC. DRAWING 17-097 PRODUCT EVALUATION REPORT PDF See sheet 2 of Installation drawing for other spans and pressures. Created by Independent Third Party: Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel (2 Inch) - Drawing number provide hurricane protection. 7-089 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY. INC DRAWING 17-089 24 GAGE GALVANIZED BERTHA STEEL STORM Approved for use outside HVHZ: Yes PANEL PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile. Max. span is g'-10" for +32.6. -32.6 Created by Independent Third Party: Yes p.s.f. ASD and 2'-B' for 58.0, -58.0 p.s.f. ASD See sheet 2 Evaluation Reports of Installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY, INC DRAWING 17-089 PRODUCT OF EVALUATION REPORT.POF Created by Independent Third Party: Yes correcLus:: 2601 all stone Road. Telahassw FL 32399 PMne 850-482-1824 The stale Of Florida is an A EO employer. Occ ioM 2077-2013 State of Florida, :: Pricy suteral :: Accessibility Statement :: Refund saffearant Under Florida Ipw, email addresses are public records. If you do not went your e-mail addfeae released In response to a public -records request, do not send electoral mall to this entity. Instant, contact me office by phone or by traditional mail. If you Have any questions. please contact 850,487.1395. 'Pursuant t0 sent. 455.275(1), Florida Statul eff fins, October 1, 2012, Ilcemees licensed under Clupter 455. F.S. must provide the Department with an email address If Inc, have one. The malls provided may be used for official canmursmien each the frenose. However ema0 addresses are public record. If you do not wish m supply a personal address. places provide the Department each an mall address which can as made available b the public. To commune R you are a licensee under ❑nova 455. Fs., please click peg. product Approval Accmple: ® gn ® HE Im 'Credit Card Safe https://floridabuilding.org/pr/ if_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXga... 5/30/2018 DENIM iNOTES, I. STORM PANEL SHOWN ON THIS PRODUCT EVAWATION DOCUMENT ((P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (SIT EDITION) Of THE RORIDA BUILDING CODE. THIS STORM PANEL SHALL HOE BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-GADS / BROWARD COUNTIES). DESIGN WINO LOADS SHALL. BE DETERMINED AS PER SECTION I60D OF THE ABOVE MENRONED CODE FOR A WIND SPEED AS REQUIRED BY THE JURISDCHON WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTONALNY FACTOR KO"D.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 MC AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2. T, 9 THRU 17. W ORDER TO VERIFY THE ABOVE CONDITION. ULIWATE DESIGN WIND WAGE DETERMINED PER ARE 7-10 TO TSHALL OMPARE THESE W/ MAIL (AS.D) DESIGNBE FIRST REDUCED TO &S.D, WIND IPRESSU ES RATINGS MULTIPLYINGBY THEM ON SHEETS 2. 7.BY 0.6 IN 9�THRU 17. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER SMESSEO. A 33% INCREASE W ALLOWABLE STRESS FOR WIND LOADS WAS IlO1. USED RI THEIR MNLVSIS. A DURATION FACTOR CD-1.60 WAS USED CDR VERINCARON OFFASTENERSIN MOOD. STORM PMIE'S >DEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WIN SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS J 0321.01-0 . / 0812.01-05 AND / 0119.01-06. PER ASTIR E 1886-02, E 1996-02 AND JSTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES I, 2 AND 3; MISSILE TYPE U (BASIC PROTECTION ONLY) AND MR INSTALLATION AT NON ESSENTIAL FACILIIES AS DEWED BY SECTIONS 6.2A.1 AND 6.2.1.2 OF ASTM E 1996-02. 2. ALL ALUMINUM SHEET META PANELS SHALL HAVE 5G52-HJ2 OR 3004-H34 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SrBeALUMINUM ASSO UDCN 6063-TB ALLOY & TEMPER UNLESS OMELi1WSE NOTED. STORM PANEL COl1PONENiS 4^l STUDDED PLATE AND SNAP CAP ARE PATENT PENDING. 4, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5001E W/ 50 lUi YIELD STRENGTH AND 90 "1 TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. SOLIS TO BE ASTM P--307 CAVANQED STEEL OR ASI J04 SERIES STMI.ESS STEEL, WITH 35 W MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) -1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4.0 S.G. TAP(.UNS AS MANUFACTURED BY NW/ BUILDS. -1/4.0 PAWS MATES ANCHORS MALE OR WAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4'0 X 3/4' SCUD SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: AI) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.C. TAPCONS IS 1 3/4 FOR ELCO PANE -MATE AND ELM WAS IS 2. A2) 3/4'0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. -1/4.0 -20 5CREWS USED SHALL BE 11/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WIN NO STUCCO. A]) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & R.2) ABOVE. (8) TO BASING CONCRETE BLOCK WALL: -1/4'P TMYON ANCHORS AS MANUFACTURED SY I.T.W,/SUNDEX. -1/4.0 S.G. TAPCONS AS MANUFMWREO BY TAM/ BUIWEX. -1/4b PANEL MALES ANCHORS MILE OR WAS AS MNUFACTURED BY EIDD CONSTRUCTION PRODUCTS. -1/400 X 3/1 SOLO SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: DI MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS. ELCO PMELAATE. EIOO WAS. INTO THE CONCRETE BLOCK UNIT SHAD. BE 1 1/4'% 8.2) -3/4"0 SCUD SET ANCHORS SHALL BE ENTERILY MUDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INFO STUCCO SHALL BE PERMITTED. 1/4'B-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCD EXIST. AND I' MINIMUM FOR WAILS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE CR PRECAST CONCRETE PANELS BE FOUND ON ME EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.I) & 81) ABOW. (C) TO EXISTING WOOD FRAME BUILDINGS. SEE SPECIFICATIONS CAI SHEETS 12. 13. 14 & 15. ANCHORAGE SHALL BE PERFORMED BEYOND ANY FIMSH MATERIAL AT WAIL UKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEORCATKINS OF ME ANCHOR'S MANUFACTURER. T. PANELS MAY ASO BE INSTALLED HORIZONTALLY FOLLC'WWG INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A & 4 SHALL. NOT BE USED, B. IT SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ME SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO EE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. S. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES YMICH REMAIN IN CONTINUOUS CONTACT WIN ME BUILDING TO PREVENT WINO/AMl INTRUSION. CAULK AND SEAL. SHUTTER TRACKS ALL AROUND TILL LENGTH. 10. (a) MIS P.E.D. PREPARED BY MIS ENGINEER IS GENERIC ANY DOES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT: i.e. WHERE ME SIZE CONDITIONS DEVATE ANN THE P.E.D. (6) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURCHASE AND MI'ALATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON MIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON MIS COCUMEW. CONSTRUCTION SAFETY AT SITE IS ME CONTRACTOR'S RESPBN503MY. (c) THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (0) 517 SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME ME ENGINEER OF RECORD (E.O.R.) FOR THE PROTECT AND WHO WILL HE RESPONSIBLE FOR ME PROPER USE OF ME P.E.O. ' ENGINEER OF RECORD, ACTING AS A DEUEWTED ENGINEER TO ME P.E.D. ENGINEER, SHALL SUBMIT TO'NIS LATER THE SITE SPECIFIC DRAWINGS FOR RENEW. (a) THHID. IT RELSHALL D R BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD 11. SHARER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANE IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE MEL SHALL BE PLACED FOR LVERY OPENING. MOUND TO COMPLY WIN SECTION 1709.9.2 OF ME FLORIDA BUILDING CODE IIrJII/JJ/i gip' T��'-.� THIS ORAW/NC SHALL ONLY BE USED TO �J OBTAIN PERMITS IN THE STATE OF FLORIDA y EN&' ., ✓y i NO.44167 1 7 FLORIDA BUILDING CODE (Non High Velocity HurrTcone _ * + cmn rartea we 0.050" BERTHA ALUMINUM STORM PANEL 14. 101' (70rAL ViIOM) J2.000' (EFFFCHV4 WIOIH� LOJO' .mP 1.0J0'--1 all ,T ° � � �zso' M1� -� z 020- 1- -1 2.020- k- FULL PANEL W/ HEMMED EDGES 14.J75- (TOM IWOW) I 12.000- (EFFECINE W10W) �( 1.070'.OJ0'y � QA®'LT %»0•. 1r/Ins00W.1 I o N ,-1 2.020- k- c -4 2.020' F- ----� OPTIONAL FULL PANEL W/0 HEMMED EDGES a 151' (Toro �rnoM) 6.000 (EFFECINE W9DMJ' 1.070'��----��4.880' --a Nra1 g M1 �--! z.ozo' 4- HALF PANEL W/ HEMMEO EDGES 8.425- (TOTAL KO1M) 6.000'(CE£EC71VE W10W)rr LOJO' III��'��[[[[--�""���6.880� IJO' /�V9Y,f,1S A°PIN'RC 5p•(M,I I � c o 0 --I 2.020- I- OPT/ONAL HALF PANEL W/0 HEMMED EDGES Q STORM PANEL S : 114' _ I' CpNCREEE M'CHORS (SEE SaHNUIE) 3"y 1 Yiv 1v CONCRETE ANCHORS (SEE SCHEDULE) IMYn STORM PANEL , TYPICAL ELEVATION N. I- S �114"Max. GAF I/4" Max. GAP-i SECTION A -A f R 1..s. k No.44167 PANELS RETAINED AT ROTE ENDS WTM TRACER ®®0sH®0® OR DIRECT MOMM t uuuluu ASA DEWtI PN694°{ PwMC Yoc PANEL Ip6M1l a (tt) NOO. -MO I3-0- IJSO, -JSO I40.O, -4aO 12'-4' HSO, -410 12'-0' +500 -50.0 11'-0" ♦550, -550 10'-0' ♦Wo. -60.0 9'-4' I700 -70.0 a'-o' 4800, -BOA 7'-0' f900. -900 6'-3" 190.0, -JOOA 5'-7" 1900. -I IOA 5N' 1900. -120.0 4'-B- 190.0, -I30.0 4--0' PANELS RETALIM AT LEANT N ONE OF TTIEO1 RATS NFTH TRACKS ®®Q OR ®♦ Asn PRLxsPx RAnnv (p L) uoa Pun Ipcm L (a) IJ0.0, -JOD IJ"-0" .M.O. -MO 12'-0' H0.0, -40.0 1,' J" 1450, N5.0 10'-0- 150.0, -50.9 9�0' 155.0, -55.0 3mq -60.0 7'-6" IJOO, -JO.O 6'-5" IB0.0 -60.0 5'-9' 1900, -100.0 5'-O" IW..0, -110.0 490AL -1200 !-9' ♦90.01 -130.0 4'-4 1/2' M .. ASA OLSION PRESSURE MTNG G MAYWUM PANEL lEN6711 FOR VERNALLY REMOVAOIE PANELS M PER LNUMING INA&"P .NS ON SHEEE J OF IJ IS f MO, - MO P.f.L W/ a' RLC PANEL LENGM MAC. A a OLSIQI PRL55(LRE P.ARM 6 LLWMUM pma LENGM FOR WO VJO AS PER ALTERIq 11 MO 14 ON SHM IM MO 15 OF 1J, R6P COKLY, ARE 1W..0,-60.0 ps(. FOR 78'Mar. PANLL LENont ANO +MO. -500 p.z1. MR UP M IOB" PANSY LO W. FLORIDA BUILDING CODE — 3' MGx. 'U' BUILD OUT wrr: ya•- r 6C010 0.^. X 6010 R Ir�s'�•—i \ I � w6 _ I •b. � I �P!,fi1 F\ JOY H TT Lz. rze•� I r"' ® OPTIONAL 3' Max. 'I!' BURR OUT HEAD£R © -Uc HEADER Q5 3' MAX, ANGLE BUILD OL? B A KET r..:y.--I' ,.w'-r .,J.r.I' © 'E' TRACK 4,m,.ir ..: jw � � ox scrnars. iL I._I 0£uEt B 9 a �- 07 REVERSED 'f ANCCf TRACK 80 'F' TRACK ANGLE r.v,W-r OB STUDDED ANGLE wa�ya' •� LARGE KEY HOLE (OPTION-1) SMALL KEY HOLE(OPNON 2) Q KEY NOLF AT PANEL me' �� Le• L RIPID' J r,Je- �• © SNAPCA16 S.O. ANGLE , la' • r' watt N' • ,' COMPONENTS L 1 3d m 1pq ROUND HOLE AT PANEL DETAIL 1. SWD W/ MG Mur © KEY HOLE WASHER Ji 2S5 (MAX. )rl/B' INClE WRH STUD src.Ve'- r- FLORIDA BUILDING CODE cane _ LOACRfrE wNCXORe \ ��uSc°. p�� E RAC ron,mvy c6YLWEIF RNCXORS (Sr SCXNIftE)\ EE ECNm (sEE SWmuIEI i \ \ -; yp. ♦ aC0.\'LFCIC MC/p.CS 1�i 'SIT\ • T. (SFE fLMfOLSE '~i I �. FAG 5 ACWCI �_ ♦� MURM L0. PoVREO E0. \ PoUREn EU. ♦` i CpNCRLIF CONCRE/E CN+YAE)E 1 RCOINFfO ♦ FECUKm \ I I RmU/RFD I 'j , ♦ I i E0. 1 i ^ -1 I Min EFP no,, �I"/Iin SFPV/IRW r \ y I I„ �1 VN. $FP.WIrRv i I �• ro cuss ItOPIUM;// F,- mn sERAwrrox m�cssETe armroRsN SECTION 3A y m cuss Iss� rs �i e". l Pn, sorcvea)\ IJ!JI" WINL NN O anL S T�$ Po'e EC. MYfl E PoVFED [A \ OR CONCFFIE Pf ua mo'C RrrL co / Rf°UWFO CWrFO"R I COAYJ4R \ `\\ \` \\ �" mnrRen MY'NORS� ,! I' OR OR m &oCK W L C.D. I (aEE FCM WO RECUW£n L 4 % - m GRASS'' —V (OPOI Po9Mx i 6 / 1 s'I .oafs" SECTION 0 ANCHOR CO.WREiE MClp3'/ -taLs�O" (sm scxmucEl F ce„L. OPTION SECTION 3A 1 9ce / WALL MOUNTING INSTALLATION m" SECTION 0 ANCHOR SUIF: 1/a- I" 1/." 0-20. J/1- / SECTION Eras �. J!12- WAW Po 12 0. C. j / WINC NUI CphCNETf O FA. SNO 77777/7"I 0.G fCNEREIF / PgIFCO COhCRfIC OR BLOCK WA E0. CONCRETE BIIX'R eAU / ' F REOU'A£O / —1 ' em. if� IIyJJ 366" L / EO. RmM 'ENm� .. E O (smfE so mvlt av C 37 )1 5 Cant i &CCN 11UL a 9/F[/5 ° G I° C II °NC/&IL' MC.4 CqA FCOMflm ' o la' 0. A (SEE SCH-F&W (m[x RMSRIox .1 AA SECTION 0 STUD 5A TYP. TOP/BOTTOM I BU di" 1 S L T O WALL MOUNTING INSTALLATION f� sNw 11 .t 4 R(AWN CM cIR AT 11 r SECTION 4 9 c NmE FOR CON&NAiION OF sE'CRONS : tP' \ �./VIV.'3 wwr. E CONOIROM1•S YXE : 1/1• - I" SECTION O BNO WAIF IIOUf/RNG sECriam cell BE COMBIN D Ri ANY WAY TO SW ANY MIALbIN , @ FLORIDA BUILDING CODE Non High VelocityHurricane Zone WALL MOUNTING INSTALLATION No. 44167 i aaav rant°, N4 0.050" BERTHA ALUMINUM STORM PANEL L.a ) SECTION (2.00' DEEP) awwR en UQN AETAR Of SECRON O srvA Iwo A150 FAR :' EASTERN METAL SUPPLY, INC 01/iec WALL MOLWRNS INST coN - SEMON f (W) .. It` are ,1 ILIE .ne .1 nuns ORSE •• �' •�i\�LI I.T T nki. tr CNEIH[fplNe CONPFHY rESr IWM AC'm n- C " J :1 - m smla..®a. a ma n'Rt•2 IMIA—_uex FAe (560.11-111e 17-097 c000O ••,•••r yp}Cp A Nlrt J4 PF. 91[FT ! .0 11a2W.4c. NI6TIFN r ';RJ • SOItl SR OF RL1l mmle PAVQIpR 0.4 SM1 IAMpAS / ENG SI1lO CWfCREIF AA N 5 E D. O ®0.P ® N/I/1•I-]0 AIX14tX ro✓ Mf O \ O /a' O. G r• N:rt [nVLYfRF ANLWORs E. o. I sCFEDUIE) E 0.. /I/1'I-aa rxUtSxGD BIXr . ♦ ` OR S.C.A4Ws (tEF fCHEWIE)�-- � 3 CgIL WNL'FRE /M.J�'OFs I— AT S.C. /ES "$ I� y W 5CN£OUIE) \y (SEC SL' Ma t. VACW) ; . .� I r REO 9LONCRCIE `' 1" RNNflE00NLRF/E 1'M'i 'f` I. I FEOIRflED CO I I CO. JI� I �� V AAI aA� m & NALPRF 0. V o i IAG)CR/M2 l!O WALL Ri1 \ ry � IlF6 lOG1HM/ CWtlR♦D I OPTION IT 1 `�J11EA Q SECTION SA (SEC SCMEW[E) Y� Try G ; �I'Y;n. tFPNNIMN r' Min. SCPAIN110N rp D/k5 Lj{ I' Miry sFPA4a rpN 1 [f CONNED r0 AASS I 1 Y !M CLISs I 4 A' FOND;. s0. C. i/a• LwL T ; I IT• O. G LIYICRF/E I _ n PP D]I2ACCE % 1 ; r.ITS 7Ll ranL IEW/FEO / cncRRE i SECTION 5A CM2RE/! RNCxOFt E O. C0.XRCIC uIr) S SY4/0 SEr AP RCO nwb PI/RL[1rF PP S4 rMLM'S// / (sFF sdfEaUtL) —(SW sCXfOu<f) E. M. / a ® M w/1/41e-20 swE1GLY ear ✓ ®DFw/rA �-ao mussn[w CEILING & FLOOR MOUNTING (SEC scxfoaf fore sPArsvc) ' I CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. M. �r•uu. sEPAFIroN — IQ INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 _ SECTION 8 Sr C: 1/2'. 1' r0 CAS IWNC M/r G SGIE a 1/9" � 1" MRY SNO 9 Otl•O, C. L L li, 1 i...... rowm carroREn' ' , 1 E. n - mcF anANRr 11+' A� (�(� ✓,9 t FfWWLO Ij / (S(ESblEW1EW ) \�F•,'�pgNgF'••, _ (sm s aaw (sR tcxfouF� FLORIDA BUILDING CODE (Nan Hlgh VelocNy Hurricane Zone) • NU'4A}67 •• 'j(•', Daon mrzcq R.0 0.050" BERTHA ALUMINUM STORM PANEL Lc WT FOR cW61mva.' OF SECnDNt : yk ' 'k 4 (2.00" DEEP) BUILD —OUT & FLOOR MOUNTING WAu/Tlcavcvl o Mouunec sowns m BE . w 1`a D1nA/n INSTALLATION — SECTION 5 rouaxEo Iry Axr wnr ro sar avr /esrAUAlma •�FL/�P; •Gt 1111 ' LfE L` Q INS EASTERN MEALSU�PTPLYI INC ure ' C`sSIONAL n� i iINO t CNLMC AINe AYPAN W r P Y BGM n ]MDr �� ' > vsv. seun n v�v PNoere (sDOWs-max FAIe (ser)n1-Ina T7-097 scut : 1/x' - 1 we � tidin"`-.ev . r. � lmmo-m� aunrc xa .... •.� Ee-OWfir19 NeLTER A TWi .e.. PG >RaM1 eti MEEr 5 0r 11 IIgiIM L� 41m SOLID SET OR ELCO mole PANEIMATE OR S.G. TAPCONS O ©OR ® W/1/4"0-20 SIDEWALK BOLT OR O �7/B'¢ x J/J1' ® OR 11 Y!/ 13 W/I/4 0-20 7RUSSHEAO BOLT + t/( WING NUTS O 12" Ba (SEE SCHEDULE FOR SPACING) / AT PANELMATES OR i S.G. TAPCONS ===T I 0 I POURED W CONCRETE I REQUIRED I 1 I I I W I I I I I I I I W j I I I" Min. SEPARATION i TO GLASS I I h I I W I I I I U I I � 1 I i I I 7/8" 0 x 3/32" WING NUT®—} I I r EVERY STUD \I I S j O 12" O. C. 1 POURED p CONCRETE W OR CONCRETE BLOCK HALL REQUIRED � � I CONCRETE ANCHORS' �. (SEE SCHEDULE) / 1 A C.M.WALL MOUNTING INSTALLATION SECTION 9 SCALE : 1/2' = I' CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED I"- i I �I' Min. SEPARATION TO GLASS 7/8"0 x3 WING NUT S EMERY STUG O 12" O. 11 Cont. ALTERNATE LEG I—LOCARON No. 44167 'A E 3 I 31 CONCRETE ANCHORS (SEE SCHEDULE) W E. D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & ID @ Il) Li J W NOTEFORCOMBINATION OF SECTIONS WALVFLOW COMBINED IN CEILING Y TO SUIT SECTIONS CAN 8E W COMBINED !N ANY WAY TO SUIT ANY INSTALLATION. w 2 SIDE WALK BOLTS ARE 3/4 6x3/�J27HICK Gi HE40 MACHINE SCREW W/LENGTH AS PER NOTES A2 & 6.2 (SHEET 1) ti TRUSS NEAR BOLTS ARE 11210. g° AS P MACHINE SCREW V/ LENGTH AS PER NOTES A2 & B.2 (SHEET I) G]OIJ.n MW.. U.U]U ULKINA ALUMINUM ]IUNM YANLL LC (2.00" DEEP) M." ° EASTERN METAL SUPPLY, INC a"rc�l' „E51 PIW BdIX R AI°J LNG ! 1"1101EM210 COMPANY 17-0197 vNJa'i-'iNo. I�IBWPI �]i Yea GIMIG (59IJS vu fAC (SOGUI-IJII 0.gvs4 lb w H-WOB)lY L1ER A T. Jr., P.0 /.M MRi 8 01 IJ R0.910L l� NI6) /- " - `CNISIIA9 I I0'YIN 1• /J I/1• / BFIGY VECNCF /// EMS PCNE]PA]ION JO IAIY �/ ALLY / f 1 //Y%K,— !W!/N1-"a/ BRILK 1'FENER CO]KAM &OCR PCNRINPON N o- I-ro L'ONCRE2" ° CONCRC]F &OCR �° 61•TOC cmr a 3 C°°I. ° p______ ____ _ r �R /l/Ime-ELCO Y �MLN0 I/ ! ygygyg L 711 • 36 PoOFfO CPMFRE PINFLIM]F INaS NttYIORS 04 1/1 0 SiECL ANC(£ LINILL PWWFO CONMRF \ // EICO m°H ._Ert5IM0 S �]I 0.P CONCFFIE &=�• ]apCONy OR )/I 0 E1C0 /LLLE AC MPIIG&F qp CpµWrlr BLBCK PA4ELL11 )E NAS ANLMORs 0.V II{ 0 $IEEE A44Y[ LINRL M4L PraUIRrO pµ[IXarrs (sEE scXfOUIF FON sYACWGJ. ..O IW(t RfOUIRro `pµEO[N.LSE°9 ($/ft' scN o rOR JVALMC} as APPLIGBLE it OP1/ON /I SECTION 1 fA OPTIDN n SECTION 1 fI- MR. SEPARAnon V IB 61A55 1 y� LX4IMC rBRIGI: SILL 1 l 1/< 0-10 ] J/4- 1 e Frl SS BOLtS W/a ! a 3/3 1' XMG NU] O I]'aA � C 0. - FOCE eISW]CF � � i //5�{FF SCHLOVLC °N / P£NE)RiN°N TO /f O EAYSIMe HGO NCH/Nf SCRAAC EW 1Y/WI.N 2�KS CONCREIF &IX.'N / W / HINC AS 1 I 6 1' Tp CW2Rf]E 1 " I Vr Cvice j Nam FOR LOMBIN nm OF SECEIONS : AS PER NOSES A2 A BT (SWFR U WAL(/Fl.00R/CEi!/NC MOIIN/ING. SECTMS CAN BE 1RU55 NFAO B&IS AVf l/1'Oal/BTHICI( HFAB WCNINf $CR W/LCNGttI 1 �y COYBINfO /N ANY WAy TO SN() ANY MSTA(UIION. AS pfF NOSES Al, tr B.3 (SH'FI IJ 1 ]'--I-f—J //Y•� Cant /EI)IJI/lYtiiri I. BRre \ YEENER vauRro CONCRETr, 1/Y'P:e• EECP m°r° ``TLLj43�P:'�}GENS,�'`:,/'%sf = FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) OR Ca ar So" � Pu+&LYTE nu A,vwlBFs ov va- a No. A$197 •• xAu Ffaurero rMCOIJS BR Ip' P ace YUE j =tau FLrzm, LNc 0.050" BERTHA ALUMINUM STORM PANEL Le. '.EL w (SCE B'xr Ear s,A o }� E �. T} (2.00" DEEP awxw W. ti EASTERN METAL SUPPLY, INC °'/S6/" BUILD OUT INSTALLATION _�,, IL ECOtpe. )MB wr[ R•' ii.. TLLR TEMIXa tr EN°IXECPIXa fgYPI.NY 'FSr PAW BFACM rL JlI°] SECTION 11 ' '• .✓t,\ , wcx PHWC (581Jp3-8]8; fM^ (581J811-IN)6 17-097 S S m... Ixilnl.4R. ry �lX»Nn--1w�X• SCul: J/B'. I• IONALE;. •' EB-amens Bw.INc rn W4rEP A. 11WT Jr, P.E 91LL1 6R OP 1] "" nonu lie. AL18) w- APUCEN! INIFNOMY AOAC W PM'EL—, rREMOYA&E —PANEL STORM PANEL P 1/4' MNA. RAP f 4• Mar. CAP � � ,_ `o SECTION 8— SCALE: r 1/T' - 1' I IA,IaB B (BOTT) A0.NCENI PANEL e Lemy r/A'-ao.r'ss $ WALN BOLTS. W/ J/B'N 3/32' WN'D NUTS AT QVEMAP �_�/� V lN!£flIORLY REMOVABLE STORM PANEL �\ i I 1. I' II ilia 11. ,.. 1 lie I I I e /entf\ 1'/A.l ffl P LRnT INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION SCALE ; 1 1/2' - r CONCRETE aNCNCRS AT 6'0C. .Wro CONCRETE REWIRED- AANCENT PANEL Min. BEPAR TO cuss �^ v6uRE0 CONCRCT£/I OR CONCRFIE -" BLOCK WALL 6 REOUIREO y, SOLID SET OR iC T i M5� OR PANaNAIES NICHORS ® V O.C. AT ADMOEW f) PANELS 0 WALL MOUNTING INSTALLATION SECTION 12A SCALE: 1/2'— 1- 0 TAPCONS 0. C. W/ I TV Min NOTOLOW RAWN TO EGSONC W00) uT REOA N5 W12- WLNW_SIUO\ OR S0. TAPCONS W/ a• MIN. O Tj 0 C OF PLATEN A! MIOWIOM R�UAREO IIi OF PUIF T 6' OG O AOLLCfW PANELS _ y WALL MOUNTING INSTALLATION SECTION 12B 5C1LE : 1/2' -, I - INTERIORLY REMOVABLE STORM PANEL SECTIONS MAX. A.S.O DESIGN PRESSURE RATING = +50.0, —50.0 P.sJ. x NO.44167 FLORIDA BUILDING CODE CEILING & ELOOR MOUNTING INSTALLATION - SECTION l3 scat: yr . L' L 0. � EUEE gSEM'Cf $ENEOUIE ON CLlS 9. 10 @ IIf Now MR w,&m7/m of sECPONs WALL/ vm,B Mw MOUNNNo SFCININS CAN BE MIMED IN ANY WAY To SUIT PNY INSIA(LAnON. Y i4-r.Ia5-� ]105-HII OR S -?$ K M Cmt, Nom AXLE CASE A (Plan) s . 114' - I PoURPo CONCFETf - OF C0.VCFETF 6L0.n^' WALL FEWL9C0 pORRWC�rrmnL 9L WALL RfpWMp coxcRn[ aucHofls a5W' /� PoJREp LONCflEIF / oR etorx q la' O. C. NM WILL REp(NAREOME fp CWCF'IE M'CNOFS I(jI C la'0. C _I a•a a-y.p55. 1D &MMM LEE LOG '�L a• v 5- i M. CmE. _ .S Kwn. AHf.1£ pR -( i .oU4 Jra s q LETK Alvin, BFNI WAfE . MI Art . _RpSDFJ Ya WU 1' r 4- • AIa- 14' p, C ]105-H14 OR EW-74 K OY W/,UCNNU) Cont. Vain. ANSLE CASE R (Pla CASE C (Plan) SCALE..- 1/4• . i a' � 5' x .OW' JIGS 0-14 pF EEEJ-ra KLOY Cene. AWm. .UCtE-� . ANCHORS O Ia' 0. C. CASE D (Plan) SCALE: 1/4- ..I" AQof R LONLRf)f CW/CREIF B[OCM WILL REpUIFEp X = BUILD OUT DISTANCE CASE E (Plan) END CLOSURES DETAILS scare 1/4" r FLORIDA BUILDING CODE (Non High Ve '..............e�i tee'''K$ ' �a PI � o R - mm'pF= a p � xG' •� _ a 6 m o m Z. > 0 6 R o �&� Nam g QpQpC vi ^ m Z i e n m z n n � A Q Q qq4 \s a a y S a as a 4 a u +� a � � g¢a �' d 2g ad f a� �.a ad �� PIN n s gR a a c a a: i a 3 2.a Oil a Ne e m Y 2� Y� °• 2 2� i� 2 Z 21 i 2 z : ? i ? i �i 3 i e m m e m H 496 $&1 B & B re _ _ e + 6 : $ , m m a e m m m n o n e m� m je e m$ m C 3 C C C?$z i i i zz� C C 3 Co � �arr,8� Al — — — — SECTION ® SNO ALTERNATIVE 1 SCNE : 1/1' - r 1p• 11Arc S " 112'— MADDED PGLELFAOOM i w EXSnND IMDO- F HENER. (SEE SCNEDUL(1 SDO" � HGCER I W➢O➢ NF/DCF I HRFD �RE➢UYLF➢ i RR I I _l"N;n. SEfARAAO:/ : I _I IO CLt4' I I I /• Nn TO cuss OPAON If ALTERNATIVE 3A I a OP11ON /2 ALTERNATIVE 3A Nin. $NW ro cuss ALTERNATIVE 2 SG E: 112" - r NOTE FOR COMBlNA1MN OF SECPONS : T V•Irl '; IIO I/ IAtt➢ .. __ ILL.:.. AIICNLL WAMOUNTING SELIIONS PAN BE UPCF PIPAAJE (SE COMBINED IN ANY WAY TO SUIT MY 1NSTA LANON. ALTERNATIVE 3 slue: r/z" - r• NOTES: 1. INSFALIAMNS ARE ONLY MID FOR Lf4Y. AS.O. OESIGN PRESSURE RATIN.. AND PANEL LENW US AS PER SGI£OUIES ON SHEET 2 2. SEE ANCHOR SCHEOULE ON SHEETS 16 AI 17.. 1 FOR NfW WOOD FRAME CON_SIRUCO01: WWO NEU6ERs TO BE SOUMER.Y PINE No, 2, W/ SPECMC OENEITY OF 0.55 OR EQUAL. 06A �1 rrt'$.Amrs I� , (oPa Posnav y W a TIP w `ham n/ r W, uln. nlA( o£D y CW SECRON P£NE`.1 O MID.. Cr %A2 (SR SGIEOULEJ ®ANfHOR 1 SECTON ®= JD ALTERNATIVE s a: r/a' - I' INS NUT O r/1- A APC S F9DD TRUSSES OR R1i]ER i w/ l I/T• M. mRGnm a Tr a c REWRm � to a ' I, TVIAiA: R, w PENEtRAIION ro EnAlwc > -Soo• J �— -J• x fII IMin l ( r_ I ur. (6P6J-rcl A I ��j 1 1 AMn. mBE W/ L.I LI.J'—it/11x D/1'"' (AJIL, s�/IflBH'�� I/Ib DW/BVIIOf �{ iRx 65fA£WIXS A,"DWD r. I tt%2'Af1 Al ll�l. D 6• O.C.00ATE WCtlD NGOFR d Cwl AI YIOWDM OF LI LJ A£DVum NCIMUG VAB �N aCanL I I ^ WY2 lNDM) 1 J/I'S5 BD(r9 AINNIA, 1 �1'dfin. $EPARgNON I mAGOm 1 M%]/B'x J/J1 ",(' n I I q N 61AE$ I i I r. PEuflR1I/Uld. I WINL NU/ p 1 0Y 1 j— ALTERNATIVE 5A ry ALTERNATIVE LT6A O ASDTERNTATIVE 7 1 r-",-r--r n (LIMITED TO +60.0, -66.0 PSI.. DESIGN LOAD N (LIMITED TO +60.0, -66.0 ps/. DESIGN LOAD AND UP TO 9 0" Max. PANEL LENGTH)' AND UP TO B 0" Max, PANEL LENGTH) y3 11%2*.h. 1 . mRF.NID PFNEIIUrICN I I I �ro EnSANc xOaO Al HEaDfP ($ff S✓lE9UtEI j g / `' ,r�cwll. rsoiAunv I SSR�ua=csv a ur�Nc uYJ{e r "-0 a C-f MIND Nur o C 9 O IY O. c LA ss. BW.T6 B w/ >/a' x lLta- I a ce"1 w/Nc nn D I { 1 OLR axewam i asbwwo iIa•o c. . 1 wH£ADECK FEOA OCTx REDA I a �R,mEDumm OPTION /1 — _ - FEQURFO rµA• a EEro vANLi ALTERNATIVE SA '� "_.— '- I"t_`_ )L' w%a °MRAesralreeem DP A w, 11PN2 Ippmf Ronau./IS ,LeJ w-e rAPcoNs L1/4V IAxoNs ALTERNATIVE 8 11 __ rlln• il,n•Y KEVL ICI —'•1 —T' mRUOC➢ PFNEIWIAN IHAFAOCO P6NEI/NrlpN SGL£: 1/1• � /' fr ,� AL TERNATIVEE6 am trHEouEI A`r,�Q.•"�\CEN /✓ 1 ALTERNATIVE 7 SF-''•'P li scuE : l/a• - I- � sGue r r/T' - P '• 44 j EVERY S)VD a x 614WD Ibnl. r ' wr DICK "a'a j r. INSTALIArIONS ME ONLY VALID MR AWL ASO OESICN Prif$SURE MiING WTE FOR COMBANBON OF SECTIONS : , ;9�.(••',•� a� •• tyQ �' AND PANELS (EA'CMS AS PER SCHEDULES ON SHEET 1 (fXCFPi AS NOIFO) f ORIDA; 0 iC — 1 — 8 SEE ANCHOR SCNEDVL£ ON SHEET 16 & IZ WALL/TLODR/CE6M0 NWNrI`G SECTIONS GN BE -•'kpsI HAL E����QQ��rP _I COMBINED /N ANY mr 10 sNr ANY WSIA(LITIOK v O • TA-1.' ]. iOR NEW WOJD ?UYE CONBIFULHON� W000 AIfNBFRS i0 Af sOUMEWJ •'• _— PINE No. a, W/ SPECIFIC DENSNY OF 0.M OR DW . FLORIDA BUILDING CODE (Non Hlgh Velocity Hurricane Zone) eTonrarb%mc 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) aPAwri e0 9 l I/T YIN, (a�sa°Hc°oraGei"LO'0N IL ECOrNe. EASTERN METAL SUPPLY, INC Gam; .TFJ RSr RdAS DRM ALTERNATIVE »r . %sWTw0.w1aE°R :-A Exo.lueulrleowPy17-097 SCALE: l/a' . I' `Hr CID ImaxEfsrALpMN eGwr Ec e.Dr ... ➢LLnR. PE naiw wAa mm v ar n 1/4" 0 LONG ELCO WOOD TRUSSES OR RAFTER D 24' 0. C. REQUIRED PANEL MATES OR S.G. TAPCONS W/ 2" Min. -_ --- ---- %,X III. �—THREADED PENETRATION �,�' ------- I� TO HEADER. EXISTING WOOD (SEE SCHEDULE) _. _ _— ---- ---- EO 5 'I i i I I 1�. r 7/8 1 x J/J2" WING NUTS D 12" O.G j -- IMIBUILOEX / WOOD HEADER TER SCREWS i ® 6' O.C. 1 4 Conl. REQUIRED ; I I I I I I i m I 1 1 Yuan. —SEPxRA11Ofi ID cuss w I" Ilk —I SEPARATION 1 1 j TO GLISS 1 i 1 b I 1 I I N i I I I ALTERNATIVE 10A WU/G NUT ® SCALE 1/2" 1" EVERY STUD W. 1 ! (LIMITED TO +60,O, -66.0 (. DESIGN LOAD '1 AND UpTO 9'-0" Max. PANEL LENGTH) 0 Id I 1 I ti j 7/8 x J WINO NUT -. WING a . ' f T i N EVERY STUD ® II P' O. G I I I - li 1 i Conf. I` I I fTMN"� 2",, 6" WOOD A 2" x 4 PUT I COnt REDWREO I/4- 0 TAPCONS -- - LJ ICI .' W/ 1 1/2' Min. THREADED PENETRATION _ ® MIDWIDTH OF PUTS _—---'" ' (SEE SCHFLULE) —' 1/4" 0 TAPCONS W/ 1 1/2 MA. ALTERNATIVE 9 ALTERNATIVE 10 THREADED PENETRATION SCALE: 1/1" - I' SCALE: 1/2" = 1" (SEE SCHEDULE) INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS i ----/' x 4' x 1/6' T Alum. TUBE W/ (J) 5/16" 0 x 4" LAC SCREWS TO EACH JOIST. S LOCATE SCREW AT MIOF EXISTING NG WO WOOO MEMBER (2" Min. NOMINAL WIDM) 1" M TH in. THREADED PENETRATION. W S I N, e W 1 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A,S,D, DESIGN PRESSURE RATING & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 3, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPEdFIC DENSITY OF 0.55 OR EOUAL. FLORIDA 91 EXISTING BRKK VEENER 1/410xB"ELCO mob PANELMITE WAS ANCHORS OR 1/1'0 TAPCONS (ME SCHEDULE). R C OPTION II ALTERNATIVE 11A Y' um. PENETGRON Y' x 4' 7 1 1 ® )8' OC. om" RFO'O 1/110 x B' LLCO mole PANELWTE NAS ANCHORS OR 1/I'0 TAPCON —1 1.250" 7` (SEE' SCHEDULE) TO EXISFNIG PLFI M SECTION BUILDING MEnORCOD`S/M• MAC NUT m12"OC. ALTERNATIVE 11 BUILD —OUT INSTALLATION SCALE 1/2• _ 1, VALID FOR MAX. A.S.O DESIGN PRESSURE RATING +50.0, —60.0 p.s.t FOR UP TO 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.L, .FOR PANEL LENGTHS GREAT THAN 78" UP TO 108" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS i Nn.A4167 'ENE/TRAIION� rMax7 %BRImC'NF 12ENER I/t N8'ELCO mole PMEuaTE m` Z I / (SEE SCHEDULE) R IIAO ZIRCONS a OPTION /2 ALTERNATIVE 11A NOTES' 1. INSTALLATIONS ARE MY VALID FOR MAX. ASA DESIGN PRESSURE RADNG AND PANEL'S LENGTHS AS PER SCHEMES ON SHEET 2 (EXCEPT AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, WI SPECIFIC DENSITY OF 0.56 OR EQUAL. NDIE FOR COIADINIIIDN Of SFLTlO15 WAU/nOOR/M-0 MOUMINC SECT /OV5 CW OE COMRWEO IN ANY WAY M SUIT ANY IN$IAWiIUN 0 FLORIDA BUILDING CODE 1/1' 1-" S S. WGMNE .1 W/ NN & NA9MR 0 12' 0. C. 7/0's 3/J2' WMG "IA O 12' 0 C ` 2 XGIYG r-OflX flCOA 1/,Y )AMYWS 1 112'.. (SEE SCMOWF) ALTERNATIVE 13 SCLLE : 1/2' - r WWE NUI 0 S. 0 12'UO 12' 0. 4 1/ y V � NOTES' 1. INSTALLATIONS ARE ONLY VALID FOR MAY. A.S.D. DESIGN PRESSURE RATING Y VALID FOR AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 78" PANEL 2. SEE ANCHOR SCHEDULE ON SHEET 16 & IZ THAN 72"t J. FOR NW WOOD FRAMECONSTRUCTION. i0 BE SOUTHERN PINE No. 2,W/ SPECIRC DENSITYOr 055 OR EQUAL. ,,LfI`IR1 It 1 No.44167 NO2 FOR COMBLWIION OF SECTIONS WALL MOUNPNO SECTIONS GN BE ' COMBINED W ANY WAY TO SUIT ANY WSULL474K. ALTERNATIVE 14 sw; r/2' - I' DESIGN PRESSURE RATING +50.0, —50.0 p.s./. FOR UP TO AND FOR +50.0. —50.0 p.s.T, FOR PANEL: LENGTHS GREATER CODE dm S NN a Y� o �^ A a^ ak WSlllf ys 8 g� N r 9v o� Ago N g :6 Aap Pao m �e s m� @66 C��D '•� z n K A 2 09A ��p5 Oa• 2 2 a �gg 33 ggg �a MAMWIM A S D DESIGN PRESSURE RATING (P S t) AND CORRESPONDING MA)OMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUIL.nINGS , • NSE' b- OL SPAbNL . PAN£) LENGMS LJJteEN .1 10' - O" /NO USE 12" W AN SHOWN ON SCHEDU MR P.W£LS L00MS ED OR S OANCR NMN 10- - 0- u INL0 ONLY FOR UP M +50.0, -500 P.a.L W. A.£0. MlW PRESSURE RAVN PAW IOB'M— PANEL LENGMS 'x"�,•'JC EMgfi',�9 FLORIDA BUILDING CODE (Non High Velocity Hurrlcone Zone) ' N0. 44)67 exri mlECQ ueQ 0.050" BERTHA ALUMINUM STORM PANEL ee 3 (2.00" DEEP) aaNN Bc iL E C ( EASTERN METAL SUPPLY, INC art: INC. U.N. EN �NscnM° DurAryr Am6 wtsr Raps pRnc wLsr vALM Butr( R, v,PJ nwr > ,. ,w - q PrKWe (self3oP-Raeq FAX. 061)B41-IE18 17-097 ®-OOOB)f9 DMWNDNl WNIER.A TWr 4.. P.E. RONM 4u 4N6J µER R N Ir ASp v6Wv ror� V W°� AMA NN2W11ilS/f �l rt°V �mi'(rtJ �B xurAcew IVK 11 WA N A 1 (!Q^J WA N/A I (6ppgr) /I" WA N/A T (RWJ 1. N/A N/A T (BDRMI) 9' N/A N/A y (J y- NIA N% J (BJII0.V) 11 WA N/A 4 (My) 11' N/A WA 4 (BORON) 9' N/A N/A N/A N/A 5 (BORON) J I/T' N/A N/A 6 (BORON) IbO.O, -600 J 'A- WA N/A ) (BOR0.N) 9'-0' OR UP r0 IG0.A -60.0 WA 13" 6 6 (IDPI l£55 N/A 12" b" 8 (BOROY) MIAtI" b" 3 �WJ 11' N/A N/A B (OOROM) ] I/e WA WA 10 (80I)ONJ y WA NIA N/A WA 11 (NORWIJ J I/3" N/A WA I] W.)WA (V WA Is (BORON) �MLSSDX 5...rJ w°P rurtNsas NWA:a91Ero �� �rSrlf uY HMt uNprx v(nJ MGXAa r xcuaar µJ 13' WA N/A2 1 (IOP) IT" WA N/A 1 (BOIr01JJ IT' WA N/A 3 nOPJ I]' NIA N/A ] (BOIr0.V) IT' WA !I/A 34 (rOPf 13' WA WA J (90rrMlJ rT. N/A NIA . (?DP1 rT' WA NIA 1 (6pR0YJ 13' WA N% 31 (rOPJ i' N/q WA 5 (BOROYI el/i' N/A N/A b (MUM)♦A00. -AOA Iro 1 N/A WA ) (eORQM) uP ro ifi0.0-fi0.0 N/A IT' • fi' • B (NPJ • II'-b" N/A l2' 6• • B (BORON) WA 1] 6 y (rBPJ 13 N/A N/A y (BORON) 4" WA N/A ro (BOROk) 1]' N/A 10 1/T' 11A (lOPf A WA 1' •• it (BORON) •• 11 N/A MIA 1] (rOPj AS0. � °F�aE me b•/J )� ��J NRFWIM1{4 / s Awm �mN rAwpxw f WNUY Awf( L[x6m v (n) '�A'+ rNYLY6 xx/Amw a B' WA NIA 1 (60RWJ B" WA NI 2 (rDP) p' WA WA 2 (BOIIOY) b' N/A WA J1 (rypJ 9• WA WA ] (BO RAH) p NIA NIA I (rDPJ 9' WA WA 4 (BDrNUI) e• WA WA s. ryDPJ ]' WA N/A 5 (BORDAQ N/A N/A 6 (eORObJ 190.0. -900 UP ID J. N% WA )(BORON) J'-O" YID0.Q -/SO.D WA 13• 6' B (rDPJ OR LE55 WA II' 6' a (60RWAJ WA 12' 6' 9 (IDPJ J' N/A N/A 10 (am.)5� N/A (IOPJ WA N% N% it (BORWIJ 6' WA N/A IS (rOPJ J' WA WA IJ (BDRW) N/A W WA 11 (80RdA)