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HomeMy WebLinkAboutProduct Approval 1 1V11UK L11114[llb' ♦.uu�,vut,luL. _ rage 1 of L - ,: � rrt fi s r �+ lis r yt 1< rr RNs q di z� .Liw.rw �i r P,`5'' �•-X``a ti4 ,F -k� Y'".;��}�i` �i L,i�".�`f�tk. .�.�v� h,�l-�'u� s try,.C�r rkt�"r�lil�"�Y� �•�'F�>z'��"�+` a`}�tc ,3k .7i c+� d Cb�^�i' ra p �f..:�.-. � ��a E ,:!?i.' ': s xxziSA 1 � � � i 4� •err., -:sy af�xkfalF'1��� 5hY'§2 CIS Home j Log in ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Stat BCIS Site Map Links i Search b a d P is Product Approval USER:Public User v. A 1 M u>product or Application Search>Application List>Application Detail J FL# FL11964-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@eastemmetal.com Authorized Signature BIII Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,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. S6 Validation Checklist-Hardcopy Received certificate of Independence FL11964 R4 COT 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) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code http:/Iwww.flo dabuilding.org/pr/pr app_dfl.aspx?param=wGEVXQwfDgsxYIeb4opODc... 5/11/2018 rlurlua rstuming i—oue vrume Page 2 of Z i 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 FL it Model,Number or Name Description 11964.1 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 FLI1964 R4 I( EASTERN METAL SUPPLY INC. DRAWING Approved for use outside HVHZ:Yes 17-Q97 0.050 BERTHA ALUMINUM STORM PANEL PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc 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 W-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY,INC. DRAWING See sheet 2 of Installation drawing for other spans and 17-097 PRODUCT EVALUATION REPQRT.PDF pressures. I 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. 17-089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY INC DRAWING Approved for use outside HVHZ:Yes 17-099 24 GAGE GALVANIZED BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verif led By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Created by Independent Third Party:Yes p.s.f.ASD and 2'-8"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.PDF Created by Independent Third Party:Yes rapt Ivgat Contact us:k 2601$tale StoneR900,Tallahassee Fl.32399 Phone:$50-487-!$24 The State of Florida Is an WEEO employer.Copyright 2007-2013 ate of Florida,::Privacy 5tatement::grroealbelty Statement:;Refund Statement Under Florida law,email addresses are public records.Ir you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,cantatt tha office by Phone a-by traditional mail.It you have any quesuons,please contact 854.487.3395.-Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emells provided may be used for official communication with the licensee.However email addresses are public record.if you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click bSUL. Product Approval Accepts: ..sK.:. M M ilk E Credit Card safe M1016111,11 I 11MVIR http://www.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQWtDgsxY[eb4opODc... 5/11/2018 GENERAL NOTES• 1.STORM PANEL SHOWN 014 THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2077 (6th EDITION)OF THE FLORIDA SUILOING CODE_THIS STORI4 PANEL SHA..L NQL BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-OADE/BROWARD COUNTIES). B.i)MINIMUM FMEMBEDMENT* TM OF CON ANCHORS,S.C.TAPCONS,ELCO PANELIMTE,ELCO WAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4'. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 02) -3/4'0 SOLID SEF ANCHORS SHALL BE EtNTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS'WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONAIIY FACTOR Kd-0.65.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 1'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM(ASA.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,7.9 THRU 17. WITH NO STUCCO. B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.ANCHORS IN ORDER TO VERIFY THE A80VE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D.DESIGN WAND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE VAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2.7.9 THRU 17. IN 8.1)&8.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 339INC (C)'TO Ext571NC W000 FRAME BUILWNGS, SEE SPECIFICATIONS ON SHEETS 72, 13, 14& 15.ANCHORAGE SHALL BE USEDFOR VERIFICATION OF FASTENERS IN W000.SE IN ALLOWABLE STRESS FOR WINO LOADS WAS T�Q[USED IN THEIR ANALYSIS.A DURATION FACTOR CO-1.80 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER.STUCCO OR ANY OTHER FINISH. USED FO STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE RLS BEEN VERIFIED IN ACCORDANCE WITH SECTION (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMMDA71ONS AND SPECIFICATIONS OF THE ANCHOR'S 1809.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN NEST LAB REPORTS 0 0321.01-05,g 0812.01-05 AND/ MANUFACTURER. 0119.01-06,PER ASTM E 16B6-02•E 1996-02 AND ASTM E-330 STANDARDS,QUALIFIED FOR WIND ZONES 1,2 AND 3: MISSILE TYPE O(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7,PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING 114STAUA11ON DETAILS SHOWN ON SECTIONS 1 THRU 13 62.1.1 AND 6.2.1.2 OF ASTM E 11196-02. (SHEET 4 7HRU 8)EXCEPT THAT HEADERS Z J.3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEEP METAL PANELS SHAH HAVE 5052-H32 OR 3004-H34 ALLOY. B.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S�/ALL D ALUMINUM ASSt�TION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SPALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR STORM PANEL COUPONEMS 4 STUDDED PLATE AND 5 SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR 6 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN SOOIS W/50 ks:YIELD STRENGTH AND 90 k:I TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WAND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL.WITH 35 ksi MINIMUM YIELD STRENGTH. T0. (0)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDC INFORMATION FOR A SITE SPECIFIC B.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS 07HERVASE NOTED) PROJECT:Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (6)CONTRACTOR TO BE RESPBNSISLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY L7.W./SUILDEX. PRODUCT.BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4.0 S.G.TAPCONS AS MANUFACTURED BY ITV/BUILDEX. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4'0 PANEL MATES ANCHORS 114LE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4b X 3/4'SCUD SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (c)THIS P.E.O.WALL BE CONSDEREO INVALID IF ALTERED BY ANY NEMS. NOTES: (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL Al)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G.TAPCONS IS 1 3/4.1 FOR ELCO BECOUE THE ENGINEER OF RECORD(E.O.R.)FOR THE FROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO TVAS IS 2'. USE OF THE P.E.D. ENGINEEROF RECORD.ACING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER,SHALL SUBMIT TO THIS UTTER Al)3/4-6 SOLID SET"ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE.NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. -1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I'wIlmuM FOR (e)THIS P.E.O.SHALL GEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT. A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR PAVERS BE FOUND 014 THE EXISTING WALL OR I I. SHUTTER MANUFACTURER'S LABEL,SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1709.93 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A7)&A2)ABOVE OPENING.LABELLING TO COMPLY WITH SECTION 1709.9.2(.F THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL: -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/410 S.G.TAPCONS AS MANUFACTURED BY(1V//SUILDEX. tA(AAliii�� -1/4.0 PANEL MATES ANCHORS LME OR TVAS AS MANUFADTURED 13Y ELCO CONSTRUCTION PRODUCTS. 'NA p �, '�+�e THIS DRAWING SHALL ONLY BE USED TO -1/4'0 x 3/4'SOLID SET ANCHORS.AS DISTRIBUTED BY ALL FOINTS SCREW,BOLT&SPECIALTY COMPANY, ttt, A1AVI yt N:�/�✓__ OBTAIN PERMITS IN THE STATE OF FLORIDA t �\,\C L�S�:•• y a No.4Vi67 y}i T FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) * t *2027 muco.x:¢ 0.050" BERTHA ALUMINUM STORM PANEL Lr- A OF r (2.00" DEEP) ORA-6r ?66 11EASTERN METAL SUPPLY INC qz, ■F L■ECO.'r. . SSA NOIOS OVIC r OIFC: TINT TESTING Y ENGINE1nNG COMPANY MESY PAW SEXCL 2 33407 len..`,9,.`,m-,A 0-mno .33Nt MrtWA(301)10➢-aae3.lAt:(38UD11-7713 17-097 hs�t�..yN-Um.F. :(=Js,l IStI Ant IY m7mt0• m4 ORAIN/6 Na fe-0006719 114;g A.71LAIT .67 p,E. ttO• 1 / SNGE7 1 Or 17 ALDITOL Uu X4,-,P 14.101 (10rAL roan) 8.151-(TorAL iwOrH) �� ---txoa0-(£FFECPVE WORt� �c 000{£ £cTrvs WrDm) 1.070- 70'; ,.070' } Y 1.n7o' F -4.ee0'--+ 1170' ATMA D 0."S .'t7 I Yo.eoo-(rra)i I i4 �ASMPuPwBfE�SSS f I MAW=�•rgP ` TG1V P ���9T/NG (I).i�f� ANT? (G>a1 YWMPO CORR?�`SPO(VDDVG AlAkTpM-PANEL LRNGTH "L"SOW- E T c 0.250 r C' �azs0 PANELS Rls7ALNED AT BOTH JoANELs RETAWED AT LEAST 2.020.1- -1 2.020' O' -I 2.020'L- MWS IM TRAM IN ONR OF THErR mms FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES ao(b9®Q t @ mu TRa= OR DMIXT AfORMn* coo OR ®* SA OLE7CN I'll PANEL LAWN ASV�a.0ESlG4 YN0at PANEL LOWS 14.J7s'(TOTAL N70m)- 8.425'(TOTAL WIDm) APArmow.11c L(00. PRLsawrR4 Lou t.-----12.000'(EFFECTS WIDTH) &COO'(EFFCCAv£WNa7N)r� Gash (pst) 1.070', !! I70" 1.070 ' 1.070' 4.880 .170' tJaO, -J0.0 lJ'-O' +JDO, -J0.0 i3-0" A9 APPLZ=r 1 100-m DL G171E TI] PLZ=r RAPD Cf 'i_ $ } q RriJ +320. •J5.0 12'-8. +J5.0. -35.0 t?•_0• vi O N +4ao.-400 t7-4" +ta0. -40.0 tt•-J" p O -! oza'}- - 2.020' =2020'!- +4501-450 1?'-n +4510, -as o 10_0^ QPTIONAL FULL PANEL WGO HEMMED EDGES OPTIONAL HALF PANEL W/O HEMMED EDGES +sao. -sao ,1'-o' +50.01 -50.0 9•-0' Q STORM PANEL +510. -55.0 10-0• +55.01 -55.0 81-2' SWE.' +60.0. -60.0 g {• !60.0. -60.0 7•-6" +7ao,-7ao 8'-0- +70.0, -70.o 6'-6' CONCRETE ANCHORS OCC SCHEDULC) +ea0, -2aO 7-0' +80.0, -80.0 S._9• +90.0.-Sao 6'-1' +90.0, -90.0 ,5•-0" v v a v (- 71 i f-i7T-1 _-Tr I +9aa -100.0 s*-r +90.0. -700.0 5'-0' w^ +90.$ -ttao 5-1' +900 -110.0 S•_a- j +9a0 -120.0 4'-8' +aao. -120.04'-9• b i90A, -1JO.0 4'-0' +50.01 -tJ0.0 4•-4 112- W N $Nom. MX ASO.OESIGN PRESSURE RATINO&IJAl2VVV A A ENGN F 4 wipm tY RENOVAOLC PANELS AS PER NOUN71N0 INSMAPONS ON SHEET 7 of 17 iS a +$&A+.- 50.0 A&4 W1 88'ALWX.PANEL o p A. 10HE510N PRESSURE RAr1N0 d I.M. FOR UOUNM97 AS PER AL IERNATNC 11 AND 14 En�l j H L 1�t1tttAJrry��r ON SKEW t4A AND$5 OF t7,R&SP£Cat4ZY.ARE --J CQNCRfTE ANCHORS SEE SCHEOULE 4ytttL �(,Q�.•rl�,�N11.• - Ont.6 0, )$0.0 p�7FOR UP TO 108 PANEL At... STORM PANEL r ur. ����5`n'',. �G�N3 �� TYPICAL ELEVdTION FLORIDA BUILDING CODE (Non Nigh Veloolly Nunicone Zone) N Ks : T N0.44167 clan urrw.Sic 0.050" BERTHA ALUMINUM STORM PANEL �a r 4'Army, GAP 1t= �iL A (2.00" DEEP} auwN Hr.• 7/4'Afv+•CAP-! - ^�..^ � ~_-' EASTERN METAL SUPPLY, INC .W*or ROWS 65,E /'r}'�}�'..•• 1,1 TUW TMM 5t ENCINEEMMS COMPANY WLST PALM SCAM IL imoll T7-097 ,+' sw sr,:a a 1w n Na a warns n Tru, PNWIFt(551)IVP-VZOA rAW(551)6+1-1715 SECTION A-A (WON E9 anoa719 WAM A tun Jr..P.E FLOMM m.44187 dA ' / 54122or". � � � , ! l ' 9 Cann. 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NOTE FOR CoAs"DOM Q SEcnals: i�5 1„�•• -.'• 1RtRRtCANE COYOtRaN£ SCALE.)/2'- 7• SECTION®STUD WAU.NOMPNO SECDONS CAN OF \\\\ �:``�` ra, 7`• L MOUNTING lNS_TALLATION COST&NEO D{ANY wAY TO SUrr&ff tNSTALEARom No n�ri�� `t FLORIDA BUILDING CODE (Non High Velocily Hurricane Zone) n2Du MIECO,eleWAL0.050" BERTHA ALUMINUM STORM PANEL E c SECTION l scae:1/2•"1 `. (2.00" DEEP) awmr ew. NafE:aLTA+i tK SECfE'!N O Stun IWJa A;30 TDR •'% .` �I•�`♦rLyf t5 fl1l1T �f0 1 07/Z6/tT wAu aomnma rNsrAEurav-SttRON 1(ta0) � —' ��� � � EASTERN METAL SUPPLY, INC _ am !�.• 1 �rs3 W RNDS aZ } CRINO COYPARY 71£57➢AW ar.;tl{TL STJDT w!S a..t 1�4sL4,,,,su.3v,vuM�wso,r,n Saw PHONE:(00209-041 PAC 0OUsA7-1T1S (7—097 {slNN-1 f t!S:Oni1_IS/f wY..t a4uga MfY ■r.w rOORP Ntt v+,R 0 7 r&-000bTS0 �i'IOWM�'N1E7't' as rT4:! /:iAn S SHCCT 4 O1 IT CONCRETE ANCHORS . 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OPAON s2 A7UR[O CONLRLTC I' I PDORED CarCRETE /•1 i j 11 rras==nom_ SECTION SA "F0'�R£0 1 / AfGURED CONCRETE ANCHORS E.a CONCRETE ANGlORSSOUO SET OR EICO�W.PANELM4I17 OR SG rAPCONS'� 'i (SEE SC/?OULE) ISEt SGlEOOEt) E.D. � O®0R® M/1/4b-70 SrOCR'AIR 60Lf OR a� ' ®OR®IY/tJ W/r/4 C-7D MUSSILA17 BOLT+4 CEILING & FLOOR MOUNTING rscE sarcDULe FOR sPAzrc) CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. M.) �r•M:a sEPARATpN tQ INS AL TION — SECTION 6 INSTALLATION — SECTION 7 1 TO GLASS SECTION 8 SCALE. 1/2' I' ve"LINO NUT O SLUE: 1/2•_,• SCALE- 12• EIV?Y12 5700 0 j 9 0 1T 0.a I Cent I i I I I. C019mr ANCHORS• C.a t a S�/fF17S H9E&ILIO Q TT) `:y : PGilv�.''''•.� (s£tsr7r£DUIE) 4, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) go 44,67 NOTE EOR COMBINATION Of BECKONS: ;K 7 C2017 lxnm we 0.050" BERTHA ALUMINUM STORM PANEL I.e (2.00" DEEP) GROW Dr BUILD—OUT & FLOOR MOUNTING WALL/fLC4V/CERWG M07RIANG SECRONS uw BE t ��` EASTERN METAL SUPPLY, INC CAM COMBINED W ANr WAY TO SO? AW LNSTAWAON. ; f!/�> jP;�`F I L E C o 1(1C. .289 NEST ROWS ORNt INSTALLATION — SECTION 5 9 /,� CIV' NWT TLSTMG If ENGINEERING COMPANY WF PALM BEAM R M407 Sr•.O:I/1•.,' W, v11aNs(Sa07OP-07aS rA,:(a41)G41-Tale 17-097 • ...r]rl'' Ylrt+r ltilf i-1310.IV ItwMTI- _ w.w DR4NVIG Nn TCLIFR 11 A TIMWTh, PS Ofe uau ]RU1 SHEET 7 Gr I] T,.own+ue.44,0] i y CONCRETE ANCHORS (SEE SCHEDULE) `• r—L D rt,:JSOL�ID SET OR ELCO mala PANELMATE OR S.G. TAPCONS t9 OR 0 W1114 C-20 SIDEWALK BOLT OR 0 ! r-7/8 a x 3132' CONCRETE + z OR @r,/@ Wft/f 0-2D TRUSSHrAo BOLT t ff WING NUTS& 12'O.C. REQUIRED �£Q y CO. (SEE SCHEDULE FOR SPACING) / AT WOR f' S.G.. TAPCONSCONSti \ i aaa~ r r s A Cont POURED ----- CONCRETE t\ i 1 i �i E D. = EDGE DISTANCE REQUIRED` `� t \ i i = I I I 1 H {SEE SCHEDULE ON SHEETS 9 & 10& J1) i I I I i tU I*Min. SEPARATION v NOTE FOR COMBINATION OF SECTIONS c TO GLASS ; W WALLIFLOOR/CEILING MOUNTING SEC77ONS CAN BE T"Min. SEPAR47TON ' z 1 u COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. y TO CLASS 4W1 u i } t # y SIDE VIALK BOLTS ARE J14 0x31J27MCK W HEAD MACHINE SCREW WAENGTH iAS PER NOTES A.2 &8.2 (SHEET 1) 718"D x 3f32' , j 4 .r WING NUT 6 1 + + WS ARE' i rr'g EVERY STUD ` '_ NEUAD AWCHtNE S E 1 GE2NGTH18 ICK s a J?'0. c. A5 PER NOTE'S A.2 & 6.2 (SHEET 1) 718"p x J/J2' I i ; s WING NUT 8 " { 1 EVERY STUD t i1L I ® 12"0. C. 1 t Cant. ! .` • .':�' ':f r':•�R +` ' ALTERNATE LEG 1 I LOCATION POURED I f _ CONCRETE t 3 OR CONCRETE 4i �� i ; :r/ ��/� /�f!/� /f�f BLOCK W4U I REQUIRED 1 __•,_� + I N y I CONCRETE t „1 EDGE OF REQUIRED J i 5418'IF CONCRETE ANCHORS �' CONCRETE ANCHORSAPPLICABLE (SEE SCHEDULE) i (SEE SCHEDULE) �£.D..' f t° CEILING & FLQAR•g.MDUNTING INSTALLATION Coal. ��i8`Y',•'�'1.J ($SC '.f� MFLORIDA BUILDING CODE (Nan Hlgh Volociiy Hurricane Zona) WALL MOUNTING INSTALLATION ido. 167 `: a lT a .= o.oso" BERTHA ALUMINUM STORM PANEL ` U (2.00" DEEP) auxH an SECTION EASTERN METAL SUPPLY, INC X00-1 7 .zaa*WT 00405 nxf.e 1'� .' y\• itLUT TMMC a CNCMURINC COMPANY *fSr Pun ECArA r[,sx�or 17-097 SCALE: 112' 1" pp"�•.S.'... 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LLa s P.C. isf oHfnvm,m [IC}Lfv Mu hlY.i aR • 9WJFA A iiLUf k,.P.C. ae 7l4, S11tET 6A oT 17 MATO H767 i Aa1ACENr W/ERJORLY ApAceN/ r.�` 1/4.0 TUPCONS PANEL I--REYOYARL£ r--PANEL CONCRETE ANCHORS lam,, 't• N 6'a C W/t t/?'Afro. TNREAOED STORK PANEL 1/4"Afax. GAP AT G-O.c. ..ti '.r' ..H ER.RO1J TO EXKR!/G WOOD -�•�1/4'A1Gx.CAP•• }� 1 POUREDCONCRVr RCOWRECI: lu 1 j -V70P 7Rt .• ,,•. p;•' ��' j SECTION B—Bi Boot i TOP MOW aR ANY O/NER SCALE:1 1/2`-1' WOOD WADER SIDEN BOLIS I REDWR£D /NG•N MJS AT 11 1 t { OVE171AP------i-- 1 1 { j h G (Gorr) 12A,128 a (Barr) -- — - 1 =10TH'SS. 1 „ S10EWALHe BOiTS -"—'�T{ Nita M w T/8'X 3/-V 7N14MALY S/O=2Oxt'SS NWT NU/S AT RAIOVAALE AOJACEN/ � # j S/AEYAUJf BOATS. l -/ 0. W/7/4'X A'*a a OVERLAP S11 PANEL PANEL 0. NWR.NST 0 n f -Jt'AGT SEPARA110N OA AP AT -Ht uM� EVERY 5h/D =_71 4 E /o ciAss � I + o a��' i .�� o Iz'a c. 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FOR NEW 4100D FRWE CONSTRUCTION;• WOOD MEMBERS TO BE i 71820 x 3/32' a SOUTHERN PINE No. 2, Lu/SPECIFIC DENSITY OF 0.55 OR E01141.- t t J t r WING NUT v I-LSI• t 1 I EVERY STUD t t 1 •I; I '1�, I I � jJ JalJIrJ• w r N NOTE FOR COMBINATION OF SECTIONS WOOD DECK VIALL/FLOOR/CEILING MOUNTING SECTIONS CAN BEP' � .•'`, ;rh_ REOWRED I �\ f\y s�••'•••, 1 (NO FtNLSN {I COMBINED IN ANY WAY TO SUIT ANY INSTALLA ti`, , I t D i : "'i r,Ai 0 f•- ALLa�IED) i "O 'lLC 1$7 2`x 4'PLATE,' Cont REOUIRED 1 .*• '•{ •' !4: r/f•0 TAPCONS •fit W/7 1/2'LITa •r_....------^^�.•...� -•�;. .'�O, i-i �1ln:• '`:`';i. THREADED PENETRATION r-•••---•`•-� "'"'�-•.. cT VD1401H OF PLATE. ' `^-`"""---.- - �S'�`I(j(���•4�,, SCHEDULE) y~r"�tfJ1f)+f JJjJtf 'I I/4"0 TAPCONS FLORIDA BUILDING CODE (Non High Valocliy Hulricona Zona) ALTERNATIVE 9 WH I 1/2"MNa. ALTERNATIVE �O THRF�iU£0 PLN£IRAriON oaora rarJm.m+c 0.050" BERTHA ALUMINUM STORM PANEL tx" SCALE: 1/2'= I" (SEE SCHEDULE) (2.00" DEEP) oaJ=N sr: SCALE: T/2'- t" -0,, ��� oa/*a/J v INSTALLATION DETAILS ON EXISTING WOOL? BUILDINGS �O�a�. EASTERN METAL SUPPLY, INC ,768 ww paws Aw nun'tculuo a 4xctut[errro couPnnr war nxv eEfCrt fl..sxoa 17-097 -T,,� m nrorrr.(ss0aoa-easy nuo-Issr)aJr-nr4 cam.. , purJnf-fa�o'r..f imrlmf-AJf m"s oaa.,a. tJx mu r aurum. wf ORiMLY4 xo- Ee-OC68Ti4 tmLL.r[N•.TrtLt,k. P.G 'u' f �J' J smar f4 or a rtoeN4 ltr_Nt117 BRISRNG ,•,� L'�'hT7NC PENETRtno", Maw BRICK t+EENER y4we ftCO mate P1Nt2afAJ£ 1 NAS WCHDRS OR 1/4 C TAPMNS PEttf77t'ifON i 'Non ' ORA:K KfNER r-!/4bx8'£LCO mato PANECS47TE 'I � NAS ANCHORS OR?j4 a TAPCONS .�i ,;�/" ISEf scHfDUeEI. 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FOR UP TO AND PANEL LWOTHS AS PER SCHEDULES ON SHEET 2 78'PANELS LENGTHS, AND FOR -1-50.0, -50.0 p.s.f., FOR PANEL amGms GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16 IZ THAN 7a",Jja,#1.'0�,;98" J. POP NOV KOOD E CONSOCno EPMER A.771 Piur No. z W/O&IC AfNSITY OINr OWCOUALS To BE SOUTHERN No.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NATE FVR COLVIN47WN OF SECTIONS C2017 W110% 0.050' BERTHA ALUMINUM STORM PANEL (2.00" DEEP) aa+aN an STALL MOLUMNO SECTIONS CAN HE COUSINED#V ANY WAY TO SVR ANY INSULLA110114 EASTERN METAL SUPPLY, INC 07/V$/s /WILWEC 4268 WMF MPDS M%f nuff TESTING a ING04"AIND COMPANY w r Aqu DFACA IL-3'Uor17-097 un Ra4l(1&120-0201 FAX(;29fj8#-7778 ftTm A.PWT P.C. SHEET tS Or PRO,, M 4 6 f IF 5 91 1 it PRESSURE RATJYG O SPACIN¢ S-CMU�E FOR INSTALL42YONS 1NTQ WOOD FRAME .B,U(f�D1J�GS ASR A. 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MAX ASD DESIGN PRESSURE RARtf6 111M 96'11".PANEL LENG&S. •• LAUD.ONLY TOR ILP RI 703'PANELS tETiG11R. Ifr 4!!I//liiAltsrr�. vlV" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) t10 44��j j S � 0=17 7u/ECR AC BERTHA ALUMINUM STORM PANEL L G (2.00" DEEP) DRAN71 on o ; ,f; /►/� '� EASTERN METAL SUPPLY, INC am17 ��ryry �{ f gy/ 'V 3` !L C O ttFt. 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SUPPLY, INC 7 ■14/EyO NC. 1238 aw RUBS AMC �j' •. 71 4'•Y�+v�} WT icumO i cnou=mNO ooMPAMI War PAW erACK 2 M407 i A 6'` P>IONEt(66r)z09-926;rAP(66VW-1716 (7-097 /pt'�+1�. 1 aa+ tnf 1 f7af'0`s W W rWi xff m.» �urnn nvrro. wn OWN*Mo ....,r.:.••' 7uLTLR X iNJt h..p c, , m u-ara 57W 17 or f] RA201 Uc.Iai67 , ua,c�tv .Iunua uuuuuiy%.Ouuc VIIIIIIC t'9'k M s„ r: ^'�.i � y�i{ sG1n � .a.`.� ,t•;� fslYi" f .: i �� :::�: x y 1 1k�ofy a'� j .�,r'i.a` �.r'� �t yah"` P 'fir' �}4I' � • l�tiQ# �F �..:-€ ` ..rauar�S..._•.,wk��3•fs1Y^v.iw.iaY'�"�.X¢�xGda+. +t. e��+}..r.+".a41L .t...."^:t it 2i: 3 1201 ���4 ,11,b�t S SCIS Home I Log In User Registration I Hat Topics Submit Surcharge Stats&Facts Publications FBC Stall S SCIS Site Map Links ; Search i Floiida .1. Product Approval Dr USER:Public User rxe.�, product Approval Menu>Product or Aoollcatlon Search>,Anollcatlon List>Application Detail ^+'AtNTf:yH ; FL# FL1850-Rll 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@eastemmetal.com Authorized Signature 8111 Feeley irodriguez@easternmetal,com Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tlilit,Jr.,P.E. 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. J Validation Checklist-Hardcopy Received Certificate of Independence FLI850 RSI COX AMERICANSte! UTTER SYSTEMS,INC, DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://foddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtpgsg%2f°/o2flCOhpJQoeiShOCOrfdDsZb2inLQgznMcxp%2b7HAWw°/a3d*lo3d 1/3 I lunula uUnuff Iij%oout;W1 lilt I= 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 Summary of Products FL At Model,Number or Name Description 1850.1 Bertha HV Accordion­Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing*17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIBSO R11 IT AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ*YesINC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYS T..P D Design Pressure*N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D". Max span Is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASO load and 13'-0"for 35 psf negative ASO load for Evaluation Reports one specific condition shown In span tables.See additional FLISSO R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top I(Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18S0 R11 11 AMERICAN SHUTTER SYSTEMS,INC, Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA-HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other-.Large Missile Level I'D".Max.span Is 13*-2"for 30 psf Created by Independent Third Party:Yes positive ASO load w/o window blade,16'-0"for 30 psf negative Evaluation Reports ASO load for HV1 blade w/o window blade for conditions FL1850 1111 AE AMERICAN SHUTTER SYSTEMS,INC. Indicated on schedule#1,sheet 12.And 12'-3"for 30 psf DEMING 17-102 PRODUCT EVALUATION REPORT.PDE positive ASD load w/o window blade and 15'-5 for 30 psf created by Independent Third Party:Yes 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 Extruded aluminum Interlocking blades retained by tracks(top 1 1 Only(HVHZ)-Drwg# 17-122 and bottom)for storm protection Limits of Use installation Instructions Approved for use In HVHZ:Yes FLIBSO 1111 11 AMERICAN SHUTTER SYSTEMS ASSOC.INC Approved for use outside HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SXST..PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level"D".Max.span Is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASO negative load depending on centermates and FL185,0 1111 AE AMERICAN SHUTTER SYSTEMS ASSOC.INC locking rod configuration for the HV1 blade,8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION-REPORT.PDF psf load for HV blade for Keystone mountings 7-0"for+75, Created by Independent Third Party:Yes -75 psf for metals stud mountings and W-0"for 110 psf.for HV1 and HVIA working In unison.See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. Contact Us..2601 Blair Stan*Road,Tallahassee FL 32399 Phone,850_-487-1824 The state of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement Refund Statement Under Florida law,email addresses are public records.It you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,Contact the office by phone or by traditional mail.If you have any questions,please contact 830.487.1395. Pursuant to section 455275(1),Florida statutes,effective October I,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it they have one.The smalls provided may be used for official communication with the licensee.However email addresses are public record.if you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S., please dick JIM. Product Approval Accepts: Im ED No 99 E https:liflo(idabuilding.org/pr/pr_appjd.aspx?param--wGEVXQwtDqs9%2f%2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp�/�2b7HAWw%3d`/*3d 213 GENERAL NOTES., I.BERM H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.M)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(Sib EDITION) C of THE FLORIDA BUILDING coDE.THIS ACCORDION SHUTTER SYSTEM MAY BE OWALLEO AT HIGH MOM HURRICANE ZONES, TABLE OF CONTENTS S DUr."WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WALL BE INSTALLED M A DIRECTIONALITY FACTOR Kd.0.85,USING ASCE 7-10 AND SHALL NOT M(CUD THE UAMUUU(ASA.) DUTCH PRESSURE RATINGS INDICATED ON SHEETS It THRU 15, 119&20. AREA 1• W BLADES&&-A IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.G.DESIGN KIND LOADS By NULAPLYING WEN BY 0.6 IN ORDER TO COMPARE THESE Wl/MAX.(45.0)GEStOR PRESSURE RATINGS INDICATED ON SHEETS L I THRU 15,19&20. GENERAL NOTES SHEET L SYSTEM COMPONENTS 1-20 SHEET 2 M ORDER TO VEUFY THAT ANCHORS ON MS P.E.D..AS TESTED.WERE NOT OVERSTRESSED,A 33 X INCREASE RI ALLOWA&E LOWS FOR WIND LOWS WAS BMT USED 114 THBR ANALYSIS.PERM SYSTEM COMPONENTS 21-37 SHEET 3 H.V.ACCORDION SHUTTER SYSTDA'S ADEQUACY FOR WAND Alia LARGE MISSILE IMPACT LOAD PAS BEEN VERIFIED IN ACCORDANCE WTM SECTION 1626 OF THE ABOVE)JE TIONED CODE AS PER ATL TYPICAL SHUTTER ASSEMBLY 38--44 SHEET 4 REPORTS: -RV BLADE QI 60214.01-03.10715.01-03.#1004.01-05,11214.01-05.10317.02-o6,10009.01-10 AND 10210.01-11 AS PER TAS 201.TAS 20 AND TAS 203 PROTOCOLS AREA. FIV BLADE AND PTV WINDOW RLAD E t4A� &11220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE WSSILE. SLEI -HV VIINOOW WADE IEA#0505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725A1-08 AS PER TAS 202 PROTOCOL ' TYPICAL SHUTTER ER ELEVATION &MOTES ON LOCKS SHEET 5 2.HV BLADE(D AND HN WINDOW BLADE LO" ARE ENGINEERED TO WORK IN UNISON VATH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONOORRIS OF USE INMCATEO ON SHEET 19, INSTALLATION DETAILS A-F.CONCRETE/BLACK SHEEt 8 INSTALLATION DETAILS 0-M.CONCRETE/SLOCK SHEET 7 J.BERTHA N.V.ACCORDION PINS(/N SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT UOUNr COMMOTION TO TRACKS SMALL BE 114X2.75 AND 1 14%1.75 RESPECTIVELY.410-HT LONIUUM CfJ.RFj IAM DETAILS ETV STREET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 kst YIELD STRENGTH AND 180 kit TENSILE STRENGTH.PCIS SMALL BE COATED WITH BERM NV DACROSKIELD COATING SYSTEM AS UANUFACTUREO BY CENTERMATE ALTERNATING DETAILS EN STREET 9 APPROVED COATING APPLICATORS.REGISTERED 1HTH AMERICAN SHUTTER SYSTEUS ASSOCtARON.PDS MUST BEAR THE W MARKING ON THOR HEAD. 4.ALL ALULOHUM EXTRUSIONS SMALL BE AUPHRUM ASSOCLATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3,MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 11.7 kit AND 35.1 kit END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET TO FOR CWS-15 ALLOY. RA=UM SPAN TABLES SHEET 11 S.ALL SCREWS IS BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBIYI STEEL AS PER CIN 00016 WITEI 50 kit MIN.WELD STRENGTH AND 90 kit EON.TENSILE ANCHOR SCHEDULE-CONCRETE SHEET 12 STRENGTH ANI,SMALL COMPLY tW/FLORIDA BUILDING CODE SECOOR 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE SHEET 13 6,COLTS TO BE ASTM A-307 GALVANIZED sTUL OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kit UA WNUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE-CONCRETE BLOCK SHEET 14A 7.SEC THE FOLLOVANG SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0:12.13,14.14A.15 AND 20 ANCHOR SCHEDULE-WOOD SHEET IS HV BLADE( W&Q WORY.ING IN UNISON: 12. 13& 15 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 0.THIS BERTHA N.V.ACCORDION SHUTTER STSIEIA BEARS A V.S.PATNr 16719.502.COUPONENIS OF THIS AAPROVAL ARE COVERED.LY WHOLE OR IN PAM BY US.PATER 15'456.179 ISSUED TO END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 EASTERN METAL SUPPLY,INC 9.IT SHALL BE THE RESPONSIBILITY OF THE COt/tRAC-OA To VERIFY THE SOITNDNESS Of THE STRUCTURE ItHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.C014MACTOR TO SEAL/CAULK ALL SHUTTER CONPONDLT EDGES WHICH REAWH,THRU FASTID"IN CONTINUOUS CONTACT VKTI THE BUILDING TO PREVENT OTID/RAIN INTRUSION. AREA & IN WINDOW BLADE A ONLY 10. AND�MUSCIAATES AND ENGAGE OROtOCK SOU.HU aNd Hb tWSONC NOTE:DUWNG PERIODS IST HURRIWNE WARNINGS HOtAE OWNER.TENMTT,OR OTHERS.MU57 PROPERLY CLOSE AU. TYPICAL SHUTTER EIEVATTON SHEET 19 11. SHUTTER MANUFACTURER'S LABEL$WALL BE LOCATED ON A REALLY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WSW SECTION T7G9S.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.0.2 OF THE FLORIDA BUILDING COOL. ARF-A 4• H(/WINDOW BLADE ONLY 12.BERTHA KV.ACCOROXkN SHUTTER SYSTEM'S INSTF4LADON SMALL CGMPLY WITH SPECS INDICATED IN THIS DRAM40 PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS.METAL.STUD WAUS SHEET 20 WHERE PERMIT 15 APPLIED 70. 13.(o)THIS P.EA.PREPARED BY THIS ENGINEER 15 GENETIC AND ROES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT'L4.WHERE THE SITE COMUMONS DEVIATE FROM THE MD. (b)CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION.PURCHASE AND WSTAL.LATION INCLVOLNC LIFE SAFM OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCnOn SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. TO ERMI (c)THIS P.E.D WALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PPERMITHIS DRSPINET'ONLY 8E USED TS IN THE STATE OF FLORIDA- (d) DA (d) AND WHO rIfLL E SPEICIFIC RFOR�THES SHALL BE OUSE OOFETHE P-p.ENGINEER��ACORD.LAACTING AS A DELEGATED ENCUNEER ARCHITECT VAXH WILL. TOtTHTHE P.E.O.04094EERRECORD SH:LL SVBMR T0FOR TAS LATTER E7 E SITE SPECIFIC DRAWINGS FOR REVIEW. (o)ORIGNNAL PS-0.SHALL BEAR ME DATE AND ORIGINAL SEAL Alto S1r4tATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1, FLORIDA FLORIDA BUILDING CODE (High Vetocity Hurricane Zone) ► m 2017 EASTERN METAL SUPPLY.INC. BERTHA•HVT _ A.S.S.A. M Accordion Shutter System ■ . ■ s H.v�aoE#t w CR w/o Ptv wTNoow MADE r+CI af� t American ShUNer SyStemS REYAA DESCRIPTION DATE DRAWN 6Y: At. �}5% Aa E' ,tt• TILBJT TESTING & ENGINEERING COMPANY HJ'•.,,,CLyy �•W,4Y bass N.W.amn.SL.SI..3r..WMA ca00U.s.FLasw 3su ASSOC10fIOT1. Inc. L ESLD f5-OBO /02/1DATE: 08(02/17 .A!` "CQpfS1 4268 Mit Roods Drive 2 Ptan<;(305)671-1530.F4A:(305)071-1551 DRAWING No �w�•1••1.1r••••••�,��� ,I4 a-mm+:GRnw044Ls4m West Patm SOOCh,Ft 33407 3 ANALG� WALTEED-000067TILLIT Jr.P.E. Phan17-122o:(800)432-2204 .Fax:(561)209-8380 4 FLORIDA UC:1 44167 5 SHEET P.E .........LTIRE/DATE 6 1 OF 20 +�a•• 23'4'roti wAww sun 9 s�f` i� YARD 1,914 q o4,}t .,,. ` C ' •` + ✓may —� I - ! 4377 -;1i °tea• i 4_V5" r ? o° i.8sr '-- i _ 4.9x9•. . -.s`3 � ?!) V SO:UD }LADE •+�- 5%RV 9Wj280'`QSTARTER UN VERSALLA QUALIFIEDOR USE W/ COVERED UNDER US PATENT 5458179 QUZIFIEO FOR USE W/ HV BLAMER :4'HV DIRECT MOUNT HV BMEQv { 1 HV WINDOW-BLADE 6005-15 ALLOY AND TEMPER y QUALIFIED FOR U,�E LV HV SOBS-16 ALLOY AND TEMPER -SEE UMITATIONS OF USE OF BLADE eA ON SHEET 19BLADE tT' .373_ a 6053-16 ALLOY AND TEMPER .12a 3.226' ,.500• a 6063-T6 ALLOY AaS TEMPER r"a. X a lil i "o 2670• ,irm.) 3556' .994'1 A ry 0 -{ -.--... �..-.. i 73 HV ADJ. ADAPTER W/tiP I 4.436 7s- a72• r I 1 QUALIFIED FOR USE%V/'W 920— r 4''--C=__?336' ill !jV �i�OVER TRACK /�)HV ADJ. FLQOR TRACK BLADE,^ QUALIFIED FOR E Vl/HV k'39-.KV, TRENCH TRACK i.25s 3.7$0" i 6 6063-T6 ALLOY AND TEMPER •,,,,� SLADE01 OUAUREO FOR USE W/ HV QUALIFIED FOR USE VF/HV 6063-T6 ALLOY ATTD TEMPER BLADE(ri1ONLY. Tion HV R iNGUARU BLADE 6063-T6 ALLOY AND TEMPER "OUAUFIEO FOR UAE W/HV 6063-T6 ALLOY ANO TEMPER K VARIES %i' 1.936" BM (} 1 ,` L9tS• � i r VARIES 1.935" 6063-T6 ALLOY A'RD TEMPER 1917' 083• I M11 $i 093" p-oar 083• lDO r SII c9i ! R. ,zs 060' i �I 670A•4e .i �{ .093• ]•qg� Ii A6•6, - . bN' `L._�__ , "� "moi 4 AA c„Q 670 3.520' I 3.579" { 67 1) HV CEILING HEC2 HV HEADER/SILL fjX HD CEILING HEADER/SILL +1ADER � 6MI FIED FOR USE W/ HV SLAOE��ONLY, OUALIFIE FORTS E Vf/A D BEupER;ONLY QUALIFIED FOR USE W/ HV BLADE Cl —A'HD WALL HEADEltSILL SEE SECTIONS FOR VALIDITY. SEE SEC71ONS FOR VALIDITY. OUAUFIED FOR USE YIf HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADEC1 ONLY 6053-T6 ALLOY AND TEMPER Ti,�7�'I COMPONENT A ia Ti i2 >t fi X MM Y IAIt l X Y 1 1; I'1( 1' f• 0,062' � Its � 2' (5"I NAX.11� 1/0" 1/6• t` 2• I 2• j0.125' y I5'MAX. 0.192" 0,192• (i 6,! SIDE ANGLES ' r QUALIFIED FOR USE W/ HV ALUMINUM ANGLES ,1-9: i z.r r luX. 0.190"(0.190" 20 CORNER POSTS BLADE10 DUAURED FOUR USE VI/ HV = i fJUAL1FIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER SLADE! ONLY. y�; 2' �5•NMI 0,139• 0.131• BLADE V 6063-T6 ALLOY AND TEMPER l 6063-T6 ALLOY AND TEMPER. Frrrrrui�,, FLORIDA BUILDING CODE (High Velocity Hu,YicIane Zone tIt'��Y A. ()jJ�''.. LE!2017 EkSTERN METAL HVTM INC. Q. . ►>o BERTHA HrTM a Accordion Shutter System ti w /L C O I Ea c. H V.SLADE#1 w/DR W/O KV.%MNDCW BLADE American Shutter Systems EEV.Na DESCIWIRON I OASE jcmwN W. M.L ♦i� `� TILUT TESTING &ENGINEERING COMFANY Association, Inc. 1 OLD 15-0110 02/1DATE= 09/02/17 ±: AIG QF 6395 N.N.30,St.51..'+49.VIRCCL.'Y CAMPUS.fl aIDA 3316 .. ' .+` 4268 West Roads D'i_ 2 \ Pharc:{SOS)67t-1530.Fm:{3o5)B7t-7537 DRAWING No ti•''.. OR i\ .-mW:U91,caaod.carn flea)Pofm Oaaoh. FL 33407 3 17-122 {s •,. �'�`Y t1 EO-0006719 Phan.:(800)432-2204 .Fo:: (561)209-8360 4 sf(Ta� �'y�Sl 111 WALTER A T LIXT 41.P.6. '•"RF,,;SFJd)'SIC�751♦iR�/DATE FLORIDA LR.d 44167 3 SHEET e 2 OF 20 4,576- CAST -745, 1 nAY Mb nMg= HOUSINC DIAMEL S.SJI�L 1 4"-20 (z TM) aw-M Pww 'Mt CAST 06710 tE is "7 TE -OPPES CIU!= AER At ♦ 6,KM(CKV-L {CNReve Yes, A,RAVED) 'fl) HV CENTERMATE TrP A QUALIFIE(�—FOR USE Vd/W BLADEjj—,1& ONLY HV FLOATING C HV LOM HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER A ED FOR USE W/HV BLADE I)& A)ONLY • • QUALIFIED USE vv/ HV QUALIFIED-FOR USE W/HV 6063-T6 ALLOY AND 1EUPIM v Co CEN ERM E SL E I0& ONLY. SLADE;D&10 ONLY. 2.81. r I t U FOR K ��DyTf/ HV BLADE ONLY 250*D.C. 4 6063-T6 AND TEMPER PLASTICMEAD ---+�5,w 1.045- ISO CR To it 16j LaSO'AFTER FIVETINa o" 2' BEFORE RfVEPNG 2 x 3/4" 1-imr—I i 1140-20 RIVNUT* �zi , S.S. TH ISCREW R 01, SOUCS 2-44 ALUUJNUU(W24-r3 SU"LARGE nA&C&THIN ShM"M9".PAAf 1 0920.AS 94NUFAMURED By AV03. CHURY TO(TOW4.PARSPFENY.NDII JFR$Cr OV054 04 EOW� LO PLAN D.MM-1 HY MALE "T" LOCK CEN19RMATIE LOCK CE LOCK HV ALTERNATIV9 LOCK CKER FOR "T- LOCK CENTERM QUALIFIED FOR USE W/ W BLADEQ)ONLY t�R BY FEMALE "T"- NIERMATE HV OT" L OUALJIFIED FOR USE W/ HV SLADE CI)ONLY 6063-T6 ALLOY AND TEMPER OVAURED FOR USE W/ HV SLADE ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPE-�) V//HVIBLARE oI ONLY. 13LAOE CI)ONLY. C!, L .432; 1 .063 .214063' . ' CTUNDEft OR 'r-xsr ; KEY CYLINDER -A. .54V I n E W/ NO LOCKING.AZOD Hq 25,U- 0.675, C311• HD CENTERMIAT CENTERMATE W/ COCKING ROD Nil w �00 QUALIFIED FOR USE:W1 W BLADE irk UK- OUAUFIED FOR USE W/W BLADE U'&t& HD CENTERMATE. I M. 6063QS INSERT lY • -T6 ALLOY AND TEMPER &D.4 6063-T6 ALLOY AND TEMPER OUALIFIED FOR USE WALLOY j HV VARIES. t2•UW. EB E &(L-A. I;w 14*-20 34 Ca a/r-la ACETAL fifinkasclIm #1/2' ( It SEE DVAXS) I " EY 0. -Ej LOCKING RODZi 0 89 LOCK OUAUFIFID FOR USE W/ HV BLADECI- ACETAL HV 20 AISI 3114 SY REGM 14ARDWARE MOMS9_LRCP SHOES 2333.HOOK SOLT LOCK.. IN 6063-1`6 ALLOY AND TEMPER THUMBSCREWS SERIES S,S, 1HUMBSCREW5 QUALIFIED FOR USE W1 HV SLADECI i& inA, NOT1.""TIAll WALL REQUIRE A 7/16-HOLE QUALIFIED FOR US,�9/1 HV BLADE 11) QUALIFIED FOR USE Vil HV BLADE(1) FLORIDA SUIL E (High Velocity Hurtricane Zone T TRACKS FOR PROPER EMBEDMENT DING COD ®2077 CASIERN METAL SUPPLY.INC. BERTHA HVT. 4 Accordion Shutter System PLY.MADE#1 W/ A.S,S,A OWR W/b,kLV.WIND N!SLADE American Shutter Systems DESCRI DATE JoIlAsIN ar M.L TfLUT TESTING & ENGINEERING COMPANY W.N. rUo" awns".. d.St.S1.303,moon CACC14,w1cr4A: Association, Inc. I OLD 15-080 30/02/17 DAW-• 05/02/17 SSW PA- x{305)(171-1430.Fc. (303)871-1531 4268 West Rocca Drive 2 .-M.11:t7leeo00ol,com West Palm Beech, Ft.3340) 3 — DRAWING No ES-0006719 PhoAc;(800)432-2204 1--(561)209-E360 HALTER rtA.VLU`Jr,PX- 4 17-122 .oRwA ue.0 441s? SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE HV 1(} HV 12-104N.&M-A ICE d 1 ��y�yy TO 8U DET — TO HV SLADE t dO 70 I' F VICE tAI .1675' +li , CJ\ i j JEimm :KV Y Orr BLADE .0626- .0629 .0625' HV BLADE SA - ! !,' �' SLAVE'S-, "a OPEM11 .1 F 197x' Y HV LONG RECESSED NYLON BUSHING 39 :i 1 i O Y 1 4 h7`GUfLE 'ETYP) 1 f 08254 0.0626 �A* HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER •:(: AN OR® I I f TEAT PoanoN I Rtalop�r i � 1rL_� r %f '"yf STSfl• HV WHEEL CARRIAGE ANSI 302-303 SERIES % I I •� 43.5 `o2;e7sa" 1 X 0.870-x3/76'THICK NYLON WHEEL ( r. c' 2 7/1 kM.1Lin /rJ tN 1➢OIGOt! I CLEAR 0.188'0 AISI 302 SERIES S.S. RIVETS 7 �' �'� !IB"D SEPARAiWNI °S' p3.7500' I ;1 eEN/EEN ..... .c62s•«C.082s• t47 HV 1 3j4"ACCORDION PIN tYj #8 HEAD x EXTERIOR _ f SLADE ; f 5 3j4• I Y I� 'o OVRRHCS f ON CENTERS e�n0r4 r_r G—^ �1 ��. 4 O e F �2 iJ4? 7600' HV 2 3/4- ACCORDION PIN t7/ #8 HEAD # t d1 47 c J3 --A 7"'r'"0R F,Eym v J' ' 16 J BLADE AND POLYCARBONATE IMPACT RESISTANT HV WINDOW TYPICAL HV WINDOW t r- •1 I t r 7 I I i J a9 I ' 3 4 1 L'QLYCARSONATE W WINDOW DETAIL GOR r 4 or '—' ' ! I :; s•} L'J ((9EENOTE I $EGUSREMEFOggNTSJ ID OR ' i F Jc POLYCARBONATE IMPACT RESISTANT 14V WINDOW BAYER MAKROL014 3103 POLYCARBONATE 12'MIN. cc RESINS, UV-STABILIZED GRAVE OR SABIC H P '� `r�l fes.10 Bonok (SEINNENATIVE OTE 7" ON SHEET 19PLASTIC LEXAN ) RESIN BLADE1 Q G)OR : I — (1) HV PIN SI4ALL ALWAYS BE USED AT ALL EXTERIOR -�_f yNg '71 i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR i EXTERIOR POLYCAR80NATE SOURCES FOR 44 HV (a BLADE. �PICAI SHUTTER ASSEMBLY "`°1GQL "`�"" N.T,S. 13PlCJl FRa�rnDDrs 5rn3uR0 .NV PIN Q OR AT (2) HV PIN (9 MAY BE USED IN LIEU OF®AND ONLY AT EItTT RIR SLADE'S KNUCKLE,^� ESLStEI: EXTERIOR BOTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D eo.324•X 3 (SEE NOTE'FOR ` SPECRC GRA= AST-am 0,013 MAW orw vd BLADE WHEN CORRESPONDING TO INSTALLATION "I7". SHEET 7. 046=— ? 9 REQUIREMENTS) � TYP 0 I i 7 Ing=rIID Sifd 401 ..SM 005 9.40 yax 9A9v .L rLDUM s1AII.M AT=0 ASM am 12-33 P.L 10013 —1. (3) HV PIN 0 OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER O ! j J i FiFAO Vt u0atv3 ATM 0190 3F0ta4 v..A 34sAoe o-7E SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8y i ? ! SHEET I 100 "Oto"1AMM em t0 FT-Myr, 12 R-,h. � � � Bar a,oxM�rw,......,,`.. • MEL CARRIAGE DETAIL„ 14_ `Elim 0*15M 4w 03&3 471; °46 x w N.Ts. ASSEMBLY I AYOUT Fur a Dom* =I 0933 c-4 0.-= o-1 Cuss sar KNIM ASM 01929 IC40 7 960 1 7@888 m. AWh 4136 t04SUL 3R53r'•01 MFA/IrAT10TirTi ASM 436 9502 Pr+ 0340—L ( HV BLADE SOLID & TA HV �lYINDOW BLADE DETAILS Ta 1E 3,REss Dams xFAnaac ATM 336 a,2,µ E349 P71 N.T.S. t12'9rrr/r/ussra' FLORIDA BUILDING CODE (Hi h Velocity Hurricane Zone Iv \t. •... EASTERN METAL 5U®2017 PLY,RIC. �' P �' � '''•;?'+' BERTHA HVTM + Accordion Shutter System li M �CO I N C • ■ ■ ■ ITV,l31 ADE 1 w/oR W/O KV.44lNDON SAM American Shutter Systema K-11- oESCRIPr10N DATE CRAWN B7: fkt �'. TICCIT TESTING 4k ENGINEERING COMPANY /, �Q•`( S=na.3901.3t.,st7.303•VAGRW ONrCOrs,R0A0A 3316 Association, Inc. 1 010 t5-OSO 8/02/17 DATE, 4S/02f/7 ` 1t Ph aOc:(:05)671-1530.I.1(309)671-1931 4269 West Roods Or We 2 1DRAWING No �;+01 a.-M Ilkcrr*.1Lcom West Peim Beach• FL 3340 3 0/ """ EO-0008719 Phone:(800)432-2204 .Fox:(561)2Ge-6360 17--122 0NAL 1 r1"' WALTER A null Jr.P.E. 4 P.E.SF%1L%SIGNVURE%DATE FLOR%UT.d 44167 6 SHEET 4QF 20 ' _ NOTES ON BY LOCKS AND CENTERMATES; fz•C3 �.�+.s«a 5,«i�31aw 1. MANDATORY CONOmeN K7:ONE HV LOCK,�4 or SHALL DE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 2 w �^ 13 OR 12'ABOVE OR 9 OW 2 OF 5ttt1T'IER SPAN OR SPANS UP TO 105',AND FOR)NST TfONS T ANY ELEVATION, HV LOCK 2�or • MAY BE'USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED 70 21 OR^�( ,c"'„ CENTERMaTEs r a Tt4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL HE AS INDI ATED ON •., 5;t,, ! �^ TYPICAL SHUTTER F1.EVATION. tnn n2• FLOOR&FILING WM=ONS TWO FIV LOCKS OR pR ONE NV tOCK 4 OR W/TWO 05 f`a ( 1 1 " LOCKING RODS QV AT TOP& BOTTOM SHALT.HE SED F R AN'f SPAN AND IN ALtAT10 A7 ANY ELEVATION. 16ip Hv LOCK 03 OR @ SHALL BE ATTACHED TO @ OR f?'CENTERMATES W/SAME SPECIFICATIONS AS PER MANDATORY CONDITION{Ii.LOCATION OF LOCK/LOCKS AS APPLICABLE SHAtS.DE AS INDICATED ON TYPICAL } �mp.t0•r SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE ®3 ON SHEET 12. ti 3.OPJ]Qj(At_CONORFON/L•IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS Z4 q§OR 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF,LOCKS 70 CENTERANTES QL E -r • OR Q SHALL BES E AS INDICATED ON NOTE(1)A90VE,#t �:oax bq'�-G,• otw 3,,4 Tr „� °” 5 LOCANON OF LACKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OP ONAL_CONDITION ARr CONDITION 1 OR LIMITED MANDATORY CONDITION a � � 2 Is US 11 LOCKING RODS V ARE NOT REQUIRED AT URRICANE POSMON, BUT MAY 1 HE USED iF DESIRED TO ENHANCE SHUTTER PERF07iMANCE, LOCKING RODS 3 OR AN ALTERNATIVE DEVICE 3 kgs ! ; MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). xoc t 9Si (�; 1 5. •ONE HV LOCK 5 S 1Al BE USED AT CORNER CENMERMATES FOR ANY SPAN AND INSTALLATIONS AT ELEVATION.HV LOCK or 2,-5�SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, d}'3 ,R. ATTACHED TO R.'T CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FtA7 HEAD S.S. M.S.TWO LOCKING RODS 6_6 ENE f I A7 TOP&BOTTOM SHALL HE USED. LOCATION LOCK SHALL 8E AS INDICATED ON TYPICAL SHUTTER ELEVATION. I , tl' (i $� 2MAMMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. i j I .. ONE ALTERDNDITIDN J1 VALID Name- NATE HV LOCK a MAY BE USEt!IN LIEU OF HV LOCK$¢or�5 FOR SPAN AND O t j C�3gBi > INSTALLAilONS AT ANY ELEVATION.AL NATE LOCK R_6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4.0-20.`3/4'SS,THUMBSCREW 70 fj••OR CENTERVATES SHALL BE MADE W/ 1/4'0-2Ox3/4"ALUM. f RNNUT AS SHOWN ON SECTION WE, SHEET E.ONE LOCK SHALL BE USED A7 1/2 OF SHUTTER SPAN OR TWO ! ! ! LOCKS AT 1/3 OF SHUTTER SPAN, 7.MANDATORY CONDMON#3 MR KEYSTONE MOUNTING-INSTALLAnnNS: ONE 14V LOCK 24 or 2S or 2�SHALL BE SEE END 'y,-rj^y,. USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR VE 72'ABOOR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECnOH i ( TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. FIV LACK a or f0 or @ MAY BE USED AS AN INSIDE OR GRAILS ON 0 r E N I S x L u P d 4 v w x OUTSIDE LOCK.ATTACHED TO or 2-1 SYMMETRICAL CETAERMATES W/() 1f -20 x tf 2 4 2 LONG FLAT HEAD S.S. SHEETS 10& i 16 TYP. FULL E i1 li ,+ I M,S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 0 W/1 HEICI It. 5 S OF CORNER OR CP TOP AND BOTTOM IS COMPLETELY MANDATORY. uanmm+;Rrx CENTERMATE *NOTES O C S D E S' ri a ta�1,71a„$'•*(lOi•13!a• 1 1. . ... •."i -., i.. 2 :ONE ALTF1tNATE HV Y IDCK OO MAY HE INSTALLED IN LIEU OF HY LOCKS OR 25 FOR ANY SPAN AND (}nt• lox fi 7j•13�w(I P,• 'Jr'na BWS7ALLATiON AT ANY ELEVATION.ALTMATE LOCK O�SAY HE USED AS AN INSIDE OR OtJfSIDE LOCK.ATTACHMENT 1% OF LOCK INCLUDES USING REINFORCING LOCKER��,AS SHOYIN ON SECTION HVG, SHEET 9, WHICH MUST HE �6 i'c�7,)' io+(G,)' `Qg;c° GONNEC7ED TO CENIEMUAA7E5 41=' •W/1j4'0-20: 1 1/2'LONG S.S.THREADED DOLT Wf 7j9'0 x 3j32" 7`53• 1a 1•1$ia •ux YANGNUT OR 1Y/ I/4"0-20xt' .INTO A 1/4'Ox 0/8"RIVNUT. OCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMIA4 ABOVE AN, Ark[ f38 -7�8'ca )-93in. �• $;mtgiutS7•5A *NOTES ON ND LOCKS & CEdjF,RMATES� I. ' r^ t :ONE ALTERNATE 14D LOCK� MAYBE USED IN t1Ett OF TYPICAL (`• HV BLADE SHUTTER ELEVATION Hv LOCKS•41 OR�`FOR ANY SPAN AND INstwuAl10N5 AT ANr ELEVATION,ALTERNATE NO LOCK a MAY BE USED N T.S AS AN INSIDE OR OUTSIDE LOM ATTACHIJENT OF LTD LOCK(Si4•TO @ IS W/3 JS x 3/8'F.H.SZALS..AND INCLUDES REINFORCEMENT INSERT�8 AS SHOWN ON SECTIONS NDB-WAND MDC-ANC.SHEET 10.LOCK MAY BE INSTAt3.ED AT WDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAR.USE OF LOCKING RODS 11 IS COMPLETELY OPTIONAL. tNttrtriiris It',rsy > FLORIDA BUILDING CODE. f h Velocity Hurricone one ty��aQ` •-••-. / t 0 2012 EASTERN METAL SUPPLY.INC. �ic�rvs - ��, _ „� BERTHA HVTM !L ECO ,>Ke A.S. :A. Accordion Shutter System HV, BADE#1 W/pR W/o KV.4NNIXriYBtADE '"T` �� 2Ij' American Shutter Systems REV%. DESCRIPTION DATE CPAW.M DY: uA '• -�3.• A TIL IT TESTING& ENGINEERING COMPANY Association, Inc. t ots i5-a5o /Dz/I DAtc ae/D:n7 F � ' 6355 k".]60.A.,5h.3a5.MRCIMA GWODA,n,Apm 3316 .©�:"•.ln,..,,a_ '•t •tt1. Phonn;(305)871-1550.Fa:z(3051871-1531 4268 Wost Roads Drive z • '.'t' :.,.•,-'' tit a-mai:611een0oeteom West PDFm Booeh,FL 30407 3 DRAWING Na rrALTEa h nOWtlJr.P.E. Phone:(800)432-2204 .Fux: (361)209-8380 r F 7•�122 P.E.•SFAW-'Af%TU{tE/GATE rLORIDA U4.If 44167 5 SHEET 6 5 OF 24 f i POURED CONCRETE POURED OR CONCREIE BLOCK/ POURED"" CONCRETE'"` CONCRETE ANCHORS REQUIRED_.,Vi CONCRETE ANCHORS i MACHINE SCREWS CONCRETE'� REQUIRED _-_ (5EE SCHEDULE ON i {5E£SCHEDULES ON I W/1/d'-20 REOUiRE.O, '. ' -CONCRETE ANCHORS + SHEET 1-3) (., r SHEETS 73 do 14A) MUSS o 72'O.C. \1 _ (SEE SCHEDULE ON STF£ET 13) 1` 1. +•j S' -i12 oR:i 41 ttin.� 1/a'o-20,3/4•S.S. t i tun, ------ .,r- 7 0R i$ r^EQ�fO 4ACWNE SCREWS ..c ----- -E EQ� T/2• {{{ 1 USING 1/4"-20 NUM .I/z.. i +) fi O i2'O.C. .•� +" A E. r-.250' 7I {--.".__-- i •jt 1 aR i •E.0.r S •: , i11 -,2s0'Mox. 0. y D. : r t 1 i; `•Mor. E. • 1, + 1 : :•, t • S -OPTIONAL OPTi004 II 1 MK EEPARATKN MIN.SEPARATION c 70 CL/SS(SEE SCHEDULE { 1 'RS1 FOR ELApE(�S7,�¢�I } T:OR0 � w ,id COSTING SHEET 11) FSI_ , MIN.SEPARATION GLIlSS' ON SHEET 1 DUSTING �.S,u a,`w 19 FOTt TO CLASS i CLAS'' i (SEE SCHEDULE ON- F wSnNG SHEET 1T) ' GusS ;14V WALL HEADER INSTALLAilON Ar NY WALL HEADER INSTALLATION I• V WALL HEADER INSTALLATION ARM SEPARATIONEXISTING GLASS—, MK SEPARATION I ' .:JOR q�! , COSTING ( TO cuss (" I 10 MASS(SEE SEE SCHEDULE ON $00XILE ON SHEEP r� MHT.SCPPRAnoN i SHEET 711 '^.71 Tf>ti ` 5\A+aT �+ 1 i TO GLASS ON Steffi 1902 �s . (SEE SCHEDULE ON ,�- OPTIONAL BLADES�k J. �• I t ! SHEET 11} 1�i1i _.} EA.'" i' t•, iti i•i Sfb_„ OPTIONAL h' 1/4'Mac I __ -i 13 OR j5 1/2 E.O.•. �!i iI1 }•, E,'• �� Ii i= OR �i---- { i NIL IP TRUSS 5Hf D �7 j Mi.1/ 4 2A u3/4`ss.PHILLIPS EO i EQ Ma[TONE SCRE\7S USING 1-„__,_:. `•\ S CONCRETE ANCHORS ^�jR�g NFpp MACHINE SCREWS N A\ is `17 ••-SEE SCHEDULES W W L-CQNCREff AtiCHtlRS _ : y i” 1/4'-20 NUTS o 12"O.C. ( f S/4'-ZD NUTS O 12'O.C. t'• -^•^ (SEE SCHEDULES Min POURED CONCRETE— SHEETS 73&14A) POURED CONCRETE J SHEETS 13 8 14A) .•»_- '1 REQUIRED OR ET/E�6lgCK OR CONCRETE BLOCK (SSEE 0504MULES ON (F`HV WALL S�LIlSLAL�ION WALL REQUIRED Cl HV WALL SiLL INS' L T10 � ( `—% POURED CONCRETE—' SHEETS 73 ds 74A) OR CONCRETE BLOCK 't7ldL REQUIRED fE, HV WALL SILLIIN_STALLATiON wear FDR COURIAM11 QF 5£G710N5= INSTALLATION DETAILS WI •E.D.a EDGE ASTANCE I-SEE SHEET b FOR TYPICAL SHUTTER (SEE SPEpnG7TIgH5 ON SHEEP 73) ! SEE lVA0.nON5 OF USE FOR y�; HV BLADE ASSEMBLY BLADE•UA+ON SHEET 10 W A MOUNTING WAYN TSECTIONS SUER 1�INNSYALnN.COMBINED t1j„ ..,,, FLORIDA BUILDING CODE (High Velocity NurricQne Zono Tt,t• t-�. Li" CD 2017 EASTERN METAL SUPPLY.INC. BERTHA HVTT3 E c o I N C, Ab S.S■A,. Accordion Shutter System p xv B-AM iii W (aa w/o RV WNDOW SLAM •b•. v` f T1W7 TESTING & ENGINEERING COMPANY American Shutter Systems RLV.Ho otSCRTPnoN DATE DRAWN 6+: AAL. g S7A7E OF • Association, Inc. , DUT 1s o6o O/ax/1 a7c o$/ozi» 6333 N.W.Sem SL.S1,.Sa3,NRSVM GO1GUIs.MoRe"3316 426$West Rods Drive Z , - p 3 Pi.an6 s(305)ST7»TESD,Fa•:(305)BTT-isJi ORAYNNG No +�zlQ•AAAA e�,� tt11 M. UltttoCoo4caa Wast P01m Beath,FL 33407 3 Ell- 0719 Phone:(800)432-2204 .Fax:(561)204-8380 • 17-122 WFLOOR10N Ue.B IlUff 44167 P.E.• TUREfDA7E c &Hof 20 t I �l CONCRETE ANCHORS Mx SIHAOaT i' !"• � • POURED 7,OR AA CONCAVE- -(SEE SCHEDULE 0,V SHEET 13) TO pQlst x 'LJ •b REQUTAED ` ' ` { vn 9truuao, ' 1 FE Cr 1 it FOR artCCi•Np a rn r.- 1 . `}�._.. AaSLAB F EXISTING 'D Gk4a I !. -.Icr Wil) {. ! ` '�,a " n, .; L! C1A55-'. .!, j_ "� E7OSTING ;"(sa SO MULL!ON' . tf•, R.TERNATE; .. I.a GLASS----! -. `•,c=EQ-?rEO; ANCHORLOCATION ' VOASHER- AD .© ! 11 Y/ASHER HEAD 1 1 q .,4 1N11 f )., TCK SCREV75 0 1 9 rig'Q.C. 1 i --T 1.1 EXISTING ! "• �� 3laW� `•.,,r CONCRETE ANCHORS 'i' '!! �-' t, '�-(SEE SCHEDULE ON �-• 1 i i SHEET 13) I A8i XISR74G ,' . EOCE OF JUL OG£OF G1A55--� @SLAB IOF ) ' ,t%2•I--'I'1. t'-..1 EODE OF -! SIl9 ff GeIE ' I uu SfP..t+aW 1t' APPt1CA8LE ,('� `)=^E.ti. 4 .E.Q.---; APPUCA9LE r ;.. ,.i AQPUCA5IF --i TO CLASS Tx¢ t t '.' ', ;r I... 1 •• ,,•, {xFOA eiCtWa f' POURED-' POURED - s %. _•? "1 a".: '. 04 2-07 12 ,t'��OR 'i CONCREIE ! ! caveRETE_ c a' J �"'• eltlfiTfk�1 , REQUIRED E.D.� E.0.• REQUIREDrFtAT HERO CONCRETE ANCHORS CONCRETE FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SWEET 14) RECUIREp (SEE SCHEDULE ON SHEET t,) KV CEILING INSTALLA[10N HV FLOOR INSTALLATION t i I;Hy WALK—OVER INSTALLATION t 7�tE CN INSTALLATION VALtA ONLY FOR UP TO •170, -75 PSF A-SO. DESIGN PRESSURE RATING k FOR SPANS PER 1 SCHEDULE 14.SHEET 11 CavcRETE ANCHORS (SEE SCHEDULES ON- -t=y.�` ISTING LAW.SEPARATION i SWEETS 14 d• 14A) ! E% D ` CLASSTO GL0.55 ''� !' EXISTING - j ( EDSlela 1 t CIA's i `{SEE SCHEDULE ON-" ' :ti '-•- CRASS-i tAtN.SEPARAAON I "J SHEET 11) ( ITO GLASS ��- i I 1 {SEE ISO 1/4-0 0j 1/,ro m+ 1FraAo<rt.J HT O SHEET 11); .! !y, TR7tARACY OR 1/,a n1ATRs ) owmall FA,TOSRS VPf4R4 ATS'J1615 X! t ;-f/4 itAJAIL ' 3 6, OR 7 :E,D,4 i'i , �.-p f Ora/f'HOG. : 0.0 FOR V TO e'-0•SAY A"x7 1 g' .?•- SS i�i WASHER HEAD _ 4'0.C.FOR nAa"'CO,Twat r•�!� 1 ?� TEN SCREWS 1 G-O-tk'10 IT-O'VAY AFFLY (114x3/4" HEX HEWS li ).., .C Q.� ! 1 '% O 12.O.G. '*� •' fq� tt, .i. SEHNT AT f1UN Fgy7TTSA XJD TEK CREV75 8 9'O.C. • _ ___ ! '1 3 8• �• Tv .' ! ,:' .)(5EX wM Tr ON ATRi7 7t L / - fONCRETE ANCHORS lv _ -{/t - 3 + ./'-�14aJJ4�5.0.5. # � f t t1, t!, 7 UunAttN61.`+s OR 1 4 0-zO s.s.U.S.a.s a - v t um, _ Yt/NUT O 9'O.C. ' -(SEE SCHEDULE ON 1/2 -.� ' C 9'0.C. _- 1/, il! 71 T_ SHEET ' lJ2 ---_ -;-------- .1.ts) ` i 7 Oa i$ f jz'�rs 1 i) �J I' I 1 1/2 2/0 5/4•SS us I4 —ustat i,•axo Fres i•1-T 7%8'�-i-1 7J8'-�-' • L•- CONCRETE ANCHORS "\ _04v3/4'F.H,S.O.S. 4 0 1g'O.C. i ,I -SEE NOTE 13(b) �• 'ti C 9•G.C. .•••.',.. um y7R POURED CONCRETE (SEE 3CW.DULES ON on SHEET i ii �. �j 1200'tA1N. i`-N�.v1�TpU4( STRUCRMY OR CONCRETE BLOCK SHEETS 13 @ 14A) POUR@ CANCRETE— `DHE SHEET 1rE 3(b) ! - EO, SILL) T04 OPTIONAL- POURED `-�uOF I j HV WALL FLOOR 1NSTALLAjjBN pecu�iREOR�E eLocR r —FFOtAt°AEOURco=nt CONCREFE'� APPLICABLE ' REOu REo ;L 1 HV WALL WALK –OVER INSTALLATION JON {J•SIV MAINGUARD INSTALLATI011I t 1m {,U TINS tNSTALLa714N NOTE FOR COMBRJAi104 OF SECTIONS: v VA�X.W A 0 VAR W-LDRE:a8,.-72 Pd • E.D.a EDGE DISTANCE THIS IABLE WHEN SHAD,8E 1-EEE SHEET 4 FDR TYPICAL SHUTTER (SEE SPECIFICATIONS av SHEET 13) �AB�WHEN RABLE%R •SEC ttt"ARON5 OF USE FOR I N STA LLAT 10 N DETAILS W/ 1: H V B LA D E ASSEMBLY OR ENTRANCE BIAOE,IA:ON SHEET 19 __ (M 2- NDUNTING SUIT N CAN AL CpU88t@ IA6�I, FLORIDA BUILDING CODE (High VelocityHurricane Zone) 1111 ANT"WAY 7O 51RS ANY tNStALLATiON. I,% r 1j~'�•+,. 0 2017 EASTERN T3ETAL SUPPLY,INC. ` a - c' " - BERTHA HVT, %�_ �L. ��p Aks �Q� Accordion Shutter System xv.MADE•#1 W/oR w/o ttv wtrnow MADE American Shutter Systems REV.Nn DESCRIPTION DATE DROM BY, ILL: .q•; `• CI' TILL#T TESTING k ENGINEERING COMPANY Association, Inc, 1 OLD 15-080 3/02/17 OTE: 03/02/17 "p�,• L'C'C T355 HA.36M 51,st.305•%,.W A rARD05,ncf=3514 4268 West Roads Drive G^ , 11 (305)871-1530.F..;(305)871-1531 2 ' `�att e-mwT:LTtecDCaaGcrm West Patm PaaCh,FL 33407 3 DRAWING No ....... 111 VALiai 0. LL1T`Jr.P.E. Pho.c: (800)432-2204 . Fax:(561)209-8380 4 7-122 P:E:iE? N`nl°lDATE FLOM"Lk.6 44161 a SHEET c 7 OF 20 SgE END WAL O I S E s-JAsLO NOTES O++t0C"O ROOSO,HY LO= orQ OUT 9 IN INSTALLATIONS W/ 1 HV ,� A"°atERNA'E TAt«"ISV MW 5. .^Ex1SIR:G CV+55 ! f BJO.SIX OETNt INF t5 Yk3D FOR lSl BLADE W HV CENTERMATES COMRUAUS A-FUWWN WN S�0 ' i�°"�tlfl®`O�®�"tD`�" OR S ND W CONNECTION )O,�w�•�w©•OSa1 j--EMST1NG Gross MAUS ON SHEETSOL 18 i _ ____-_- --_____ --_.--- -------------___ _ ` ' I O.®w®,©3wt9•�SwQi 3 t/4" 7' 61/z z'.2'.1 e'.a»z• 8 7• 5067-i6 ALLOY)ANU. t + "» »-1 OPPOSING r SYMMETRYGAL I ` Aft cis w/t2)1/4 o TMCON j t/2' `"@`�)' I CENTERMATES ! � I a+cN°Rs TO coN3nTE ; t C TERMATES MIN,sEPaTAS10N (top/fi0nou) : Et°�/4's.u.S.6 12` t I { +t� }V LOCK d ar tZs) i W HV LOCK fL r 25 s0 Goss (4 610.1/r S.ua,7Tt NBE+ I �'- O.C.FULL LENCHT. I ( N AT fACll ANGLE.(lYP) ( I 1 i * I SEES EOULE 0 y IN , i } t »t—„l t 1�—, slr i �• 'I 1 I t 0-0 �Q�w®•p°A®roto •per '� /J�`_ 0 �'� HVB OUT a -` HVC /�)0U'/1O5�°$/��� ®w ,����w,, HVA I��++�w 60.07 u+$O°p tO+�w r-POURED CONCRETE OR \;;J lJ 1100.© O ..�~� ID•QS''�Q'�wQ�v _- 1�E%ISTING CUSS i RE 9:OCK WALL l.. ----_..._._._.._._ EXISrIN6� 5• @Oi $YMMETR�CAL �1'�/J'tQ°'l�J' 7O'�" iar+, Gt NS—1, y g w g. 3 w 19• 501 5 '1_ E.RMATES - 6 I • 8 w • 8 w 8 • oa TO CUSS 1 O' Q d O — O, GL S S CENT ��j"$� 7 pl�� C _,_——————_., CLASS � * �� �N ^V OO (`.'�� (0�� 0�, ,(`-�' (SEE SCNEOUI.E ON �- ` w®• * "j HV -'� 1 (INTERIOR) "YJ°blJ" 0100 SHEET 12) MIN. Z CAIhSS'' ppiiONAL I (SEE SCHE 1 M1` I 1 (INTERIOR) 't ! '_..___.__ ._.. _—..._ ------- (SEE —----..- ON S'EEf 11) 1 O iT { E LCONCREtE V V t { .VwxI t I ANCHORS 6' c 1 (D- -- -ry ..�� ���� IS-O.C. 3i I {�--�y��•��y� 9O` i i -1/41°' C7 '-{'l Tl 0u iT 6 S/2'7tA%.SLACK ( 1 (EXTERIOR) _„\/!�4- ._ "CCll "CC33" HVF** BVD OUT QJ - L41 �i7AtlNN�+��� FLORIDA BUILDING CODE (High Vefociky Hurricane Zone) A1�;•;L` •'' •��.✓;, 0 2017 EASTERN METAL SUPPLY,INC. 1���`.��ccr�s€� �'� -�--�---•--- ARS■S.A� BERTHA HVr.j Accordion Shutter System 1� Kv MADE yt w/oR w/o ILv NINDDW nnE C/T j TIL T.TESTING& ENGINEERING COMPANY American Shutter Systems Rax° osscetmON '°A1t w BY, ILL '• '�'S *" 1 :• •� a7ss N.w.Tau.sl,ma,sos.lucoa4 c.noO+a,noaw x1151 Association, Inc. r 0L0 1s-Oac b/o2/t> O+TE: as/oz/n • ' 4't 1L ph4268 West Roods Oriva 2 DRAWING-mak No •. 1 . 1131—Ow1131—Ow...1Ow..m West Palm eeobh,FI.33407 3 !sem."••••••"•�• 00Phono:(800)472-2204roz:(561)209-8380 t'�ry .t ES- 09719 . 4 t--122 -' `�/Q Ai WMER a stir 3t,aE P. 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N SHEE°T is fORCN SIM t4 FOR ( ) l aAIFS(;&�aALUM.CLOSER N LOCATE AT �°E'C&'f PLATE(LOCATE 1yIIII,t'R SIDE f AT EITHER SIDE NLNOF 5OF 4�) .-..-( ' *USE i'OR 2'VAX,/z"NLN. 1 _—..-._.._.„_ APPUCAELE)x7`rt/B xO'•"2'0100/2•S.M.S. � PI.UNINUN CUP ANGLE s0.1 2 S.M% _._.._ 1 O t 6`O.C. 1 -_- _ (6063-T6 ALLOY)AT LODHEIGKT B ®1G'D.C. t4 (t)B1Qs1/2'SX.S.10�+3-', (2)1/4b TAPCONSANCHORS TO(d F'' !iWALL AT 1.O,C.(LOCATEAT SEE OETA L X FOit A OR �+ EITHER SIDE OF S) ;rSIDE CONNECTIONL (,�(( S'EE gEfalL x FOR-•� , . 0KrrL1f OR :�' SIDE IAIL X FOR J OR tAy Z ry) o-s •(7�a( n10:.1�3w SEE OETA1 X FOSL� 0SLOE CONNECROuae �•- wvt7}w 8 o-•1>•a,3.°' To TRACKS Qw w.6, .,7,wt �iot.i3!o- j iq.•,}�'wy~'r.:j�w(�,�sw ro TRRcxs ; n�•• w6,7J••�xw « +,• �4•� f `'6 P`• C,t�•7�,,,w661"!'' ,tea �•;.r�j�-���'L60-IT,7•I@' 23wt�.�;w.�7..{(C�S•a fi,01`•�""'�T•�yw�•1'�''^+ �•J"'V' r +�'•`Y:°, l'{6l�'V•••• •E:/'^ 6' 7, 9- 'J•;7t•1TC6.-C7-.­@­ 00 v•rf..,@o, s,• a1O. e�...ei. i,+w Y,�w .YL`p. •'mow : ,•,rwq�. 6 fTw 0 ,.08&w,1'•L�y..�tw �81.asw��•> :w,t •LLwUwi •-LA. :'B,J. B:u�9:.Z•�wt�•ZS:w�O.+ - q p.K8a.7�• V :wAn�.•�1u+3;.Lswr9�/" 2'g= .. END CONNECTION DETAIL i4' END CONNECTION DETAILiJ END CONION ,DETAIL 2; END CONNECTION DETAIL ¢REOUIRED ONLY FOR SPANS GREATER THAN 12•-0" POURED CONCRETE AL 1�• i�•. pttSitRC ;'�. �-. T---- -•.••. .•: ` CONCRETE BLOCK WAIL ,�SSS 1 .�-Ex15TUAG CLASS I A REQUIRED ^�^.- .t.. �; -+_ • ' EeL Str'V3uTiat ! �iQzifz`S.)A.S ID CLASS( E1 Y �'d'----- ------------ ca..^- SO 1455(SES } .- ® 16"D.C. \ SCHD%AE Ov s.•CET pf •T 'r s ii SOHEDu1,E LSV SHEET it FOR wDe j)ANU . 11 FOR GLAK WAND CONCRETE ,••..�1/22-uIN. ON SHEET 10 FORi< +' rwrl 35c�:r1'�G=.;1�„ai.F.17• 1 ON SKEET 19 FOR ANCHOR G—, _ W=ro tt 0AA . t3ADEStti&.t 12,O.C. /5 1 _I_ CONCRETE j ANCIIOR \ / �j,_--- 2"Mat. Q.C. _ T-:•__�_ .NJ_,_- - .^-•7 Ys t.?l$�CR7 .10? _ t I •�`-_'_ - _-'• ED ♦ SEE IRARAT101J5 OF USE FOR `-� 'r^•. -� 2'LAIN. `^• BLADE to ON SHEET 19 ( CRIJJ31OP•' tiP�S yIEW Y 1 '2'NRt. t L t i OR PLAN °r{ ww; t7iJ«•ty• aa DETAIL,_ I%OR POURED CONCRETE oa �wtgw(~:•i?:wG�;g:•3A \ END INSTALLATION CONCRETE BLOCK WALL ,` �•3S•w1�••ACS cz?•A�• .�.•+.,-7�'u,7wt,6,:•y)• w SCOURED 06 -e" .0•�I,w I(3••�B�d•�..Lawi•e•i7;a^ (1)HV BLADE OR -6A)-HV WINDOW BLAQE INTO wE @.<B.-mow � � � �a119 �w`9 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 z =✓•1~0'�• 2�a:13• w .r.PA:, a� J FN2^ {� COC(�NNEC�IQN,{) FLORIDA BUILDING CODE (High veIOCRY Hurricane Zone) 1 �,Ti ri, / 0 2Ot7 EASTERN METAL.SUPPLY..INC- .............. NC- I �" .. 'r%"= BERTHA HVTL 5� F C Ac,cordion Shutter System W/o xNNON BADEfLEO N # AmeFtCOR Shutter Systems AtY.tto itESCRIPitON DATE OAAsaN 1Tr: H.L. r}L TILLIT TESTING & ENGINEERING COMPANY Association. In*. 1 OUT IS-= 8/OT/t GAIL 001M/ti ' o7A? V!" ; 033N ILw'.361n.st,511.303,Y.A07A4 rwa9a.n.ORCA 3316 4286 West RaaaS Otyvs 2 '•.l� (105)871-1531.Fm;(505)871-1531 3 DRAWING No ` S+^•••,••RIQ(*.,•'fL tit• a-msU:URecoaoM.cam Wast Palm Desch.FL 33407 t S .• t EB-0006719 Phsno:(80G)432-2204 .Fa.:(561)209-8360 . 17-122 70 ``1 11 rfNtER A MMR Jr.P.E. 6 SHEET #1w2PATE FLOROA Uc.1 44167 8 to OF• 20 r $�HF.p 11 �l1 SCHEDULE #2 S HFD I F_ M'� ,SCHEDULE �4 XrNOTFc, (1)L+:14MIJUM AMMIAME SPAN FOR A ,SEt'p};ATIO m MAXIMUM SHUTTER SPAN* IMUM SHUTTER SPAN*'L+- IAXIMUM SHUTTER SPAN*"L+' GNEtJ POs11TE A.S.O.DesrN PRESSURE 4 -If jJASS RE011IREMFNTS MAXIMUM SHUTTER SPAN L+" OR "L (ft.) "L+" OR "I.-„ f R -L-" f { } RATWG. FOR INSTALLATIONS W/ {t.} FOR {t.} INSTALLATIONS R "L-" ft. INSTALLATIONS L-:MAX.ALLOWABLE-SPAN FOR A GNCN (1)SEE BELOW FOR MINIMUM SEPARATION TO & or Or W/ ONE INSTALLATIONS W/ ip O W/ 101)i METRICAL CFNTERM NEGATIVE A.S.D.DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED wVIN HV LOCK ar 2r;��yr or HD LOCK�W/ C j 2LMATES. 21 & O Wj TKYO�OR & Wj ONE HV LOCKS MTHEEA FIRST AT 80'ELEVATION TT BUILDING NO LOCK, ROp OR CENTERMATES & ONE MV LOCK OR OR LOCKS OR 0 OR N/ NO LOCKING (z)PROCEDURE tO DETERMINE NNOMVM MEASURED AT BOROM OF sxurrER. KING RODS TOP BOTTOb SPAN FGR WALL MOUNTR4C5 OR W/ ONE HV LOCK W TWO LOCKING RODS OR W/ NO OCKING jFLOOR/CENNC: / W/ ONE HV LOCK OR (N)MINIMUM SEPARATION TO GLASS FOR BUILDING.(�TOP & BOTTOM ♦(SEE NOTES 1.'tia RODS ♦{SEE NOTES `�,{'� ® (vwD FOR MOUNTING MEASURED AT BE TOM O ELEVATION OF BUILIXNC. R t SEE NOTES T,� SHEEr 7) GIVEN A POSITIVE A.S.O.DESIGN PR£SS11R MFASUREq AT BOTTOM OF SHUTTER IS 3". MoOsOM G 14Cft-TE WOODOAnwJN CONCRETE d:WOOD wxatw CONCRETE RATING,DEFFRU114E MAXIMUM SPAN'L+" ,4,550. CONCRETE&}•,'DOD:ftSTA3.tAR0iL5 O ASA INSTALLATIONS Q AS.A INSTALLATIONS Q ASJ7. INSTALLATIONS FROM SCHEDULE. Or=# COOL C1SICN GIVEN A NEGATIVE A.S.O.DESIGN RE FLOOR/CM °� 'AC wuL u00NnCGS pRcs r au.'sau�E FLOORICDLJNC MOUNNIG PRESSURE RATING"OMERMWE MAXIMUM FW-G / RNIN A Rave i4tNR MINIMUM SEMATION TO n S,SCHEDULE.. (AaE) VMLI.MOUNTING MOUNTING (AW FLOOR XLTUNC MCUMOICS {P•FL) FtcaR/GEIUrIG koUNiitiG (P4t.) OR SPAN{.-`FROM SCKEOiitE. L+ LS) L-(6) L f(d) 1_(D) (•OR-) L 4 (0) L-(IQ (.OR-) L+ (A) L-(A) ("OR') t 4 (ft) I. UI.--fd1C FINAL MAXIMUM ALLOLYABLE SPAN IS E SNLET TER W/ONE I OCC W@j,QJFT LOCKINGRODS 30 13'-2' 16'-G' t3'-2' I6'-O' 30 12'-3' 14'-9' 30 /3'-1" 1 16'-0' 30 13'-2' 16'-p• TO THE MINNUPA 00CRMWED SPAN SHUTTER INSTALLATION W/ INSTALLATION%V/ BETWEEN`Lr"AND h.-'. 35 12'-8' 14'-10" 12'-6" 14'-10- 35 1r'-9' r3'-8" 3S 12'-7" 15'-T 35 12'-8" 141-10' SPAN 3�'QAMEfRtCAL- 4a t2'-3' t3'-10" I2'-3' -T3-r0' id tt'-4' t2'-9' 40 12'-2" 15'-Y 40 r2'-3` 13'-10' (3)PROCEDURE To DETERMINE LWUMUIJ CENTERMATES CENTER6LgiE5 45 11'-11` 13'-t' Ii'-11' 13'-1' 45 11'-1` 12'-D" 45 11•-9" N'-3' 45 It'-Ir" t3'-1' ��+FOR COM61NA7tOtN5 W BETIVEEN 105 3 3/8'5 4" 50 Tr'-7' 72'-5 it'-T 12'-S' So rC-9' III-S" S0 11'-6" 13'-7" 50 11'-T 12'-5• WALL 1V/FLAOR/CCILING MDUNPNCS: OR LESS 55 11'-4' it'-ID• 1i'-4" 1Y-10' 55 lo'-6" 10'-11' 55 _it'-3" I2'-W 55 U'-2' It*-te FOR A GIVEN POSITIVE A.S.O.DESIGN 5105'TO MAX. 3 7180 4- -70 RATING: ALLOWED 60 lt'-1" it'-4" tt`-0' it'-4" 60 10'-3' SO'-5' 60 11'-0" 12'-4" 60 10'-2" to'-If' DETER r_ 65 itl'-W' lo'=t0' 10'-7" ID'-70" 65 tO'-0" r0'-0' 65 10'-9` tY-11' 65 4'-5" 1a,-t. a USE 2 I1/2'NDICATED FOR LET LOCK ORI 3Y OR Lt+e Alx.SPAR FOR WALL MOUNTING USE oNO:GLTEO VALUES fOR FIV ERMA S. 70 10'-ti 10'-6' 10'-2' f0'-6" 70 9'-B' 9'-8" 70 10'-7" 11'-5' 70 8'-9" ed` WSTALIATIOItS. 75 /D'-1' IV-t' 9'-Itr 1O'-1' 75 W-4' 9'-4` 75 1&-4" Lr'-I" 75 - 8L9" u+-PAX.SPAN FOR BOOT/CEILING LJrMMU},r SEPARATION TO MASS SCHEDULE, 80 9'-10" W-9' 9'-7` 9'-10" 80 9'-0' 9'-0` 80 10'-0' f0'-9' MOUNTING INSTALLATIONS. SNLRTER W/ONE LOOK CK&TVI KING RODS OR 85 9'-6' 9'-6' W-3" V-6' 85 W-9' 8'-9" BS 9'-9' r0'-5" FOR A GIVEN tt£fi.4trVE A.S.D.DESIGN �'LTtt ONLY TWO LOt961 90 W-3" 9'-3' 9'-0' 9'-3' 90 8'-6` 8'-6" g0 g'-5" f0'-1• PRESSURE RATING: 95 9"-0" 8'-9" 8'-9` 9'-3, 95 8'-3' W-3• 95 W-2" 9'-t0' DETERMINE: SHUTTER INSTALLATION 1Y/ INSTALLATION W/ Lt MAX.SPAN FOR V7ALt MOUNTING SPANS MMETRICAL OPPOSING too 8'-9" 8'-4" 8'-6' 8'-9' 100 W-I` W-1" 100 9'-0" 9'-7" INSTALLATIONS. CENTERMATES CENTERMATES lob, 8'-T T•"I t" $'-4" 8'-4` 105 T-11' ?'-11' _ 105 8'-9' 4'-4' LU--TUX,SPAR FOR FLOOA/CEIUNG MOUNTING INSTALLATIONS. 0.405 1 ' 2 3/4" 3 3116" 110 8'-4' 7'-7' B'-2' -11' 110 7'-8' V-7' 110 8'-0 O GaxIIJILM SHUTTER " g'-2" LESS •• 115 6'-2' 7'-3' V-0"- T 7'-?" Its 7'-6" 7'-3` its V-4' W-11' SPAN'L+'OR'L-"FOR ANAL M=UUM ALLOWABLE SPAN IS EOUAI >105'TO MAX. 3 1/4'... 3 1/4^ 120 8-0' 6'-11' T-10' 7--4` 120 7'-4" 6'-11' 120 8'-2' 8'-9` INSTALLATIONS INTO 1VOOD TO THE MINIMUM BETWEENtit+'•'V+", ALLOWED 1t- AND'Lt-' 129 7'-10' 6'-8' ?'-8' 7'-0' 125 J'-3� 6'-8' 125 8'-a' 8'-5' SKILL BE LIMITED TO rQ5 �i USE 2 15j1o FOR tN`i'LOCK QO 1Y/�5 130 T-8' 6'-5" 7`-6' 6'-9" %30 7'-1' 6'-5• 130 T-10` 8'-t" PDL• DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WRN FOUL USE 4 1/8"FOR HV'T'LOCKVV/ 135 7'-7' W-2' ?'-4' 6'-6" 135 6'-II' 6'-2' 135 7'-9' 7'-9' MAXUJUtA ALLGWABtE SPAN AND NECKTNE USE WOICATED•VALUES FOR HV CEMERIJATES® 140 71-5' S'-11' T-3" 6'-3" 140 6'-10" 5'-11" 140 7"-7' T-6" A.S.D.DESIGN PRESSURE RATING 70 DETERMINE MAXIMUM ANCHOR SPACING. SNSTALLnIintL tEtNET40 145 7'-3' S-9' 7'-T" 6'-0" 145 6'-8' S'-9` 145 7'-5' 7'-3" „- 150 7-2" 5'-7- 7'-0' 5'-10" ISO 6'-7' S'-7" 150 - 7'-4' 7'-0' *�CONCI EXE&JUNSM WOOD 156 7'-G' S'-5' 6'-10' 5!-8' 155 6'-6' S-ir 155 7"-2" 6'-S" BE tro 6"-11' S'-2' 6'-9" 5'-6" 160 6'-5' S'-2' 160 7'-I' 6'-7" t H.V. CORNER CENTERLINE�3 1JAY BE •�-"--' USED AT ALL MOUNTING INSTALLATIONS.LOCKING WALL A. B, C. 0. E. M•N,0.P.0,tL 165 W-10' V-1- 6'-8' —5'-4' 165 6'-3' S'-t' r65 �1-0' a-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L S&V. -170 6'-9' 4'-11' 6'-7' 1'-2" t70 W-2' 4'-It" 170 W-11" 6'-2` MANDATORY CONDITION 12 NOTE#5,SHEET 5, R.00R CfiDNG }75 6'-T $-9' 6'-5" 5'-0' i?S 6'-1' 4'-9' 175 6'-9' a-D" / G, H, 1. 11 + J. T. U. W & X. '1"r'EXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR'L-`AND MA101SJtJ A.S.O. MOUNTING � 180 6'-6" 4'-8' 8•-4' -4'-10" 180 6'-0' 4'-8' 180 8'-8' S'-10' + b1. IBS 6'-5' d'-6" W-3' 4'-g' i$5 5'-ti" 4'-6' E20 6'-Y 5•-g" DESIGN PRESSURE RA17NO FOR INSTAUADONS INTO CONCRETE OR CONCRETE BLOCK SWLL BE UNITED AS FOLLOWS: /� 1 ISO 6'-4' 4'-5' 6'-2' 4'-7" ISO 5'-10' 4'-5' 6'-6' 5'-6" 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 P.C.t. / 10 } �� g LA D E i 195 6'-3' 4'-3" 6`-1" 4'-6' I% W-9" 4'-3' 6'-5' 5'-5' AND 8'-0'SPAN "J 200 6'-2' 4'-2• 6'-0' 4'-5" 200 5'-9' 4'-2' 6'-4' S'-3` SEE MOUNTING M ON SHEET 7.205 6'-O' 4'-i' W-0' 4'-3' 205 5'-8' 4'-1' 6'-3' S'-i" FLORIDA BUILDING CODE (High Vejocity 8urricone zone) LLLNii�'(G,R A.T//�� m 2037 EASTERN METAL SUPPLY.INC. BERTHA HVTM - 1-7 !L E C Q :>q�. ■ ■ ■ Accordion Shutter System p Liv.SAM#I W/OR W/o Hv. WN OW RADE ' TtLItT TESTING & ENGINEERING COMPANY American Shutter Systems RLVJra amiltnoN DATE D;MWI On. LLL STJ177C 5355 I.W.36K SL,SI..DDD.M%WU GARODM r1=0A 3315 Assoclation, Inc. 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INU ! t ♦ t _ i .r •• • .•• •• (3%1871-1531 4268 West Rooft Olift FLOROA Ur-j 44167 SHEET a ■ ���_�� MAXIMUM ANCHbR6 spAgNC (in 5 SCHEDUI F FOR A GfVEN MAX SHUTTER SPAN A.S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS!POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES OESfCN EIEC"TINE LOgn A�:D A CTI FSPONWNG MDL NG TYPF FOR CONCREM IN5TA!i_ONS (SCE M60t1iW05 E,R d t!M St#CS 6 Ni T) I.ANCHOR$TO SUBSTRATE SHALL BE AS FOLLOWS: �Na Ex (A) TO EXISTING POURED CONCRETE:(Aon.re-3 kSO � ulAl (E)WALL SILL MOUNTING (�G CEILING MOUNTING Q FLOOR MOUNTING 17NGItDRS LTY ap 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY 1.7.W.BU ILOM(W.rc-3 fMp u 1/4'6 x 3/4'ALL POINTS SOLID-SET ANCRORS,AS DISTRIBLRED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Wn.rc-3 kli) (8)AN ASD.DESIGN_NEGATNE LOW A [lSIGN NCGATNE LOW P AS.O.D6'6N17EDATNE LANA 7APCON YATN ADVANCED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.M.(LUA.rc-2 W)30 i0 60 75 90 720 760 205 30 40 6D 75 90 120 760 205 >Q 40 GoJS 80 120 tiD 205 )TAPCON1RM TECHNOLOGY - 1/4'o TAPPER*ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECALT7 14 12 10 9 8 B 6 55 t+ 12 to 9 8 a 6 a 14 12 10 9 a a a 6 AL POINTS SOUD-SET COMPANY OR AM OTHER APPROVED LICENSED OR AU0fOR12E0 TENDON REGISTERED WITH THE AMERICAN SNlJ17ER SYSTEMS ASSOCIATNN4 INC. 3•,.0' _ - - - - - - .. - - - - - 14 12 10 9 6 8 6 6 (WA.('e-3 k3I) ` BLUE TAP W CAP NOTES: OR /4 12 LO 0 8 6 6 6 14 12 f0 8 8 D d a 14 72 f0 9 8 B 8 5 / A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF,TAPCOH.VaBf ADVANCED.T'HRFADFORM TECHNOLOGY ANCHORS A}7D'TAPPER+'ANCNORS'IS' t4 12 50 9 8 8 a 7 14 12 10 8 9 8 B a 14 12 10 0 a 6 6 6 TAPPER+ k i T4 t2 10 s a 7 SA SS 14 /2 TO 9 a 8 6...8. 14,42.48. S. "'1'3/4';ANO'i'OR BLUE TfJ+M/CAP ANCHORS IS 1 1/2'. -- - - - - 14 12 10 9 a 8 6 55 A2)MINIMUM EMBEDMENT OF t/4b x 3/47 ALL POOAS SOUR-SET ANCHORS SHALL BE 7/8-INTO THE POURED CONCRETE NO EAOMIENT 4'-0' 14 12 10 0 0 @ 8 4 74 12 10 O O a 6 4.3 44 12 10 a 8 6 4 3.5 INTO STUCCO SMALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST.AND N 12 10 9 a 8 0 4.5 14 12 f0 9 a 8 6 55 14 12 10 9 6 6 6 4.5 + 11u1�Riaxls�. z M 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 75 5.5 u - 14 12 10 9 8 B 6 5 '14 12 to 9 a 7 53 4 8fA9E f54?QN ygtT 19 _ - - ti 12 to 9 a B 6 45 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL.OR FLOOR 5'-0 a 12 to 9 a 7 4 - 14 72 to 9 a 65 s 35 t4 t2 10 8 65 S 35 S ANCHORS SHAU.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 11WHO SAID WALL FINISHES.ANCHORAGE SKALL BE AS INDICATED ON 14 12 10 9 8 7 4' - 14 12 !0 9 8 6 5 45 t4 12 f0 9 8 a 45 J.7s NOTES A1)d A2)AOOVE,FOR INSTAUARONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STtAS CONSULT THUS ENGONMFL FOR 14 12 05 r3 BS 15 » - 14 12 10 9 8 75 5.5 4 14 12 10 9 8 a 45 35 INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 2a4. , _ - - - - 14 12 10 9 9 65 5 35 14 12 f0 9 7-3 5.5 3 - 14 12 to 85 7 53 1 4 3 ti 12 B o5 95 4 3 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) i4 12 fa 9 B 5 - - 14 12 10 9 8 65 5 76 14 72 t0 B.S.B 5 4 - - 1/4'6 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS M4NUFACTURFO BY I.T.W.BUILDEX. 14 72 6 5.3 Al 3 - - 74 12 10 8 B o5 cs 35 14 12 t0 B 1 7 5 35 3 - 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT 6N SPECIALTY COMPANY. 14 12 t0 9 75 65 4 3 -}/4,-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BT FLORIDA FASTENERS DIRECT.INC. 7'-0' '14- 12 10 6 85 4 - - N 12 9 r3 6 i.5 35 - to IOP 7 65 4.5 33 - - - 7/4'0 TAPPER+ANCHOR$AS IAA87PACR;RE6 BY POTTERS FASTENERS,tNC.,AND owner UTDJ or ALL PpUTis SCRLW,BOLT&S!'ECA47'f 14 i2 10 65 7 4 - 14 12 10 9 75 55 4 - 74. 12 9 7 75 4,5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WIN THE AMERICAN SHV TER SYSTEMS ASSOCIATION,INC. 14 it 7 35 i5 - - f1 72 t0 9 7S SS 4 14 /2 9 7 6 i5 3 - NOTES._ - - - - - ti 12 10 8 6.5 5 35 - %I)MINIMUM EMBEDMENT WTD CONCRETE BLOCK OF BLUE TAP W/CAP AN OTIS ANO TAPPER+ANCHORS t5 I 1/4'AND TAPCON N7n1 12 BS 7 _ J - - p 12 b 85 53 4 3 - 25 95 6 5 4 3 - - l4 t2 9.5 7.a 0 - 14 I2 95 9 655 - - 74 12 0 0 65 T - - ADVANCED 7HREADFORM TECHNOLOGY ANCHORS>g i-. 13 9.5 &5 S 35 - - 14 12 10 D 63 5 - - 14 12 8 6.5 5 4 - - D2)MINIMUM EMBEDMENT OF 1/4'6 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EWEIMOEO INTO THE CONCRETE BLOCK.NO _ - - - - - - - It 12 85 7 SS 4 - - EMBEDMENT INTO STUCCO SHALL BE PERIOTTEa 1/+-0-20 S.S.MACHINE SCREW USED SHALL BE 1 Ile LONG MINIMUM SHOULD STUCCO 14 11.5 75 6 4 - - - 14 f t 7 a3 5 35 - f i 8 95 45 3a - - /4 12 @ 6.9 45 - - /4 72 85 7 L. 4 - -• 1+ 105 7 S5 @ 45 - - IX15T.AND 1'MN04UM FOR ANALIS tYTiti NO STUCCO, I7.3 e.5 55 4 - - - - 1+ 12 9 7 6 4.5 - - 1+ tf 7 5 45 3.s - - 8.3)W GSE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAYQ?S OR ANY VENF:FR BE FOUND ON THE EXISTING WALL OR FLOOR, _ _ - - - - - - la 12 a 6 S 4 - - ANCHORS SHALT.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DEMO SAID WALL FlMSHES.ANCHOWC SHALL DE AS INDICATED ON 14 Las 7 5 35 - - 73 93 65 a a 1 S - - t0 75 B s 3 - - NOTES 8.13!s 8.2)ABOVE.FOR INSTALLATIONS ON VIN1 SWQ.•G OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. ti ii 75 55 - - 14 775 9 6 5 1 4 1242.3 5 a 4 4 •• FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. Z_11* 72 8 65 55 4 - - 13 10 85 5 4 J - 71'-O" ,- - - - - _ - 14 705 7 S5 45 35 _ = (C) ANCHORS SHALL BE INSTALLED it}tL.D7V0NG ALL 4F THE RECOMMENDATIONS MTl SPECfRCAD01N5 OF THE ANCHORS MANUFACTURER. 2S 95 5 - - T2 9 6 45 4 _ - 9 7 4.5115 3 - 74 70 7 - 74 105 7 55 45 - - - 13 a5 5.5 4.5 75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.0.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 4.5 7 4,5 - - 74 115 75 6 S - - » 72 9 6 4.5 + - - 12'-0' - - - t3 10 G5 s i _ - - i�NXM DISTANCE SPAVEBCINGS RC VAUDCING FOR ED LE FOR ANCHORS_ IS aS 45 - - - 71 @ 55 4 3.5 - - 8 0 4 3 - MVJOMUM ANCINOR SRACiN05 ARC VILA FOR EDGE OGTANCES NDICRIED BEloW.HITT E R IE55 THAN THE INDICAlEO,REDUCE 735 0.5 8 13 95 @s 5 4 - 0.S B 5 1 - - - - ANCHOR SPACING BY MUUIPLYUIG SPACING SHOWN ON SCROXAE BY THE FOULOVIIN0 FACTORS. 14 LOS 1 5.5 45 - - - 0. BS 53 45 35 - - REDUCED SPACING OITURED USING FACTOR SHALL NOT BE LESS TWIN MINIMUM SPACING INDICIWED FOR EACH ARMOR TYPE 9 65 - - _ _ _ 13'-0' 03 a - - 12 9 6 45 4 _ _ ACTUAL FACTOR to 7.5 5 4 3 - - 15 55 4 3 - MOON W/ADVANCED TIUd7DFORM TB31 TAPPER 4• 25 as - - - - 72 a o (IS 7 5 4 - - - _ L2 NAGE ALL PDlNT SOLA SET BLUE TAP W/CAP 13 95 65 S - - - - 0.a 75 S 4 - - - V B DE OR DICTANCE LAIN.SPACING L41N.5 ACING 9 8 - - - E.D. 3' 4- AIN.SPACING-3 1/27 MIN,SPACING-3" 3 374' 4' 1-0'^0' - - - _ _ - f} 05 83 +.5 - _ .( W P OpNfJ E DAahTE 1'Oi1NE0 CpNCHE7E 4N POURED CONCRETE 4 FOUtstOOSISTE WtJTc7EBOOS l0 75 - _ - 9 1 4.S 35 - _ - r s 35 3 - - - TALL M-3 7/Y IOL Ca•2 ijt' CONCRETE Bi.CCIC CONCRETE BLOCK l6t E0..3 f/2' NIL ED..2 1/l t7.5 a - - - t? 8 5.5 45 - - @ fi5 45 - ') OOW MIL Ell.]1 ttx ED•3' 75 - - - - i2 9 6 - _ p e 5 - - - - 3' 0.90 1.0 0.78 1.0 0.84 1.0 _ BLADE WORKING 2 1?!- 0.81 1.0 - O.97 1.0 _ - - - - - B5 65 4 - - - - 6s 5 - - !N UNISON 1' Z• -^D.77 = = - 0.51 ip OS 8 s tL5 6 4 - - S 3/4' ,y �9 - 0.43 - IV-0' 8 _ 0.35 - a h a » - e /.5 3 - 95 FLORIDA BUILDING CODE (High VelocityHurricane zone 1 - - - _ 11✓C I/�J4 9)2017 EASTERN METAL.SUPPLY,WC. 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FACH SEf.TION ON SHEC15 18&17. -SPRUCE PINE RR NORM W/C-0.43(N.OS:) EXCEPHO.Y SEE H01E 2 SEIAW. -SPRUCE ME FIR SO=W/0-0.36(NAS) -NUI.1/2'COX FLYW000(1988 APA) 2.ANCHORS TO HOLLOW CSHALL BE AS PER UOUNfIHO 1YPE U.Si1EET 17 AND SNAEI.CONS�Sf Of 4.ANCHORS SHALL BE 045WSAEO FOtLOWIND Ata.OF FIVE MCOWM IFNDAWNS AND SPECIFtCARO7S OF E VC SCAM AS Pin NOS 2015 20}5 SPECIFtCAti01IS. ANCHOR'S MANUFACWRFA FLORIDA BUILDING CODE (Hiqh-VoI0Cdy. Rurricone Zone) ,'S}„lj A• Ffj 1; ®2017 EASTERN METAL SUPPLY,INC. BERTHA HVTE.f L E C i�► ,. AAccordion Shutter System 7 ': � ■�■�■A■ V. MADE yi W/oR w/o)iv Nlt6xAv BLADE TILLlT TESTING & ENGINEERING COMPANY American Strutter SystamS F4YAta I CLSCRU'lloN DATE ORAWN en M,L, . '•0 y"(' "' a355 H.n.]GILL Si.,St.707•MRO M MGM.F10R=3314 Association, Inc. I OED 15-080 a/o2/t OA7E: 08/02/17 y` PAona:(305)871-I=.Fa::(303)871-2637 4268 Vlest Roods Orive 2 a- 00:Vaccodaaix" Wast Po1m Baoch,FL 33407 DRAWING No n :{dA10�:.••' 4c d ED-mbs710 3 X7^'122 YATER A.nL41!,P.F.E. Phano: (800)432-2204 Fm1: (551)Z09-11380 4 Pg'S><{�Q� �1DIrJpAtE FLORIDA Uc.11 44167 3 SHEET a t3 OF 20 i INSTALLATION DETAILS ON EXISTINGWOODBUILDINGS FORIn HV & Q HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO-WOOD WITH HV BLADE@ OIRLY_SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN B_ESSURE RATING. SEE SHEET 19 FOR MAX SPAN & A s—S.D. r'12 Xaff"WITH AOVA=0 _QESIAGN_PRESSURE RATING-FOR IMMLLATION WITH BLADE(1)& WORKING IN UNISON . TECHNOLOGY fes` II iv/ r_`l1=APCTll=ADVANCED or %.%62;E,?j`A"hEpAENE,`RAnON 1�7_ riNG BUGGY EXISTING WOOD HEADER. yl/'�',12'Ulm PENrMrloH T oE.AR (SEE SCHEDULE ON SHEET 15) , EA TO EXISTING V=D HEADER. MN.SEPAR411CM /(DOR Qr (SEE SCHEDULE ON SWEET 15) TO CA%(SEE rill I,nn axeIMG­ /';,IIS vS.MACHINE SCREWS E)USTING M aSi r . t a?a,O.C. CLASS—,, I WALL— ujp F rte- I 1, _—OPTIONAL COSTING MIN. ............ !L,•.-WALL 11t �~-%%j �..^}'•, 21.4'WOOD FINISH HEADER PCOUIROD 1 DR IN I HEADER REGUIRED —1/4-0 TAPCON WITH ADVANCED TO CASS(SEE THREADFORM TECHNOLOGY I I III/1 1/2-Ul".PENETRATION S'IS WL SEPARAPON Milk SEPARA71MI 1 1 1.4-Cow. LL (CITASCS— I I TO CLASS PLATE REO'0.51 OF THREADED AREA j a7 s 10 FCR -=No TO SCHEDU=LE MIOVIOTH Or%V000, GLASS---} (SEE SCHEDULE ON SHEET 15) ON SHEET It) 14V WALL HEADER INSTALLATION HY WALL HEADER-KSTALLATION0 HV WALL SIL! �LT EXISTING CL45 WON. TO CLASS TO CLASS 2-.4-cow. TO CLASS ENSIM (SEE SCHEDULE— STING VADOO PLATE (SEONE SKET 11) CLASS-- Off SHEET t/) EXIGLASS---j ON SHM SCHEDULE RED I MINE SCREWS 34'-20 NWS 0 I USING 1/4'-20 NUTS mis" 12,D.C.-1. a 12-O.Q_.,. 7- @ I OR J7,77 7=D PLATE REO'D. XCllN WITH ADVANCED • .TECHNOLOGY WITH ADVANCED I Cc TECHNOLOGY T01111PPOM."T TAPCCM YMH ADVANCED XMFORM TECHNOLOGY PENETRATION THP 2�MnP ON Of INTO PLywcoo. ENETRATION OF LIM I-SEE SHM 4 FOR CAL PENETRATION AREA G • l%/./=p 0 PLYWOOD. ,,AT,,ASSENLy.rM TW9.11 AREA 0 (SES SMEDULES ON SHEET 15) "IT 2-MOUMINC SECTIONS CAI BE ­IWAL UIDWIDTH Of WOOD PLATE. (SEE SCHEDULE ON SHEET 15) EXISTING UIN.2*.4*Stti!�/ its FINISH '-1/2'Mw.COX PLW.VDD REOV. 0 16*O.C.MAX.AEO*D. \ *, COMBINED01Ayr WAY TO 7 (SEE SCHEDULE cNi SHIM I$) PLYWOOD 0 BE ATIACHEO TO 1/2-IAK COX'. 'IWALL FINISH SUIT AN( NSTALIATOM. MIN.2".4'STUDS 0 16'D.C.I=RDANC [it TO VAtH PLYWOOD IN:OO. PVAV000 TO BE AT 70 STUDS 114 ACCORDANCE SECTION 2322 OF THE F.B.C. S LATInm WITH SECTION 2322 OF THE F.B.C. SEE till ATIONS OF I_ SHEET (EUSE OF )EK WALL SILL INSTALLATION HY WALL SILL INSTALLATION SLOE ON w FLORIDA 13UILDII-10 CODE (High Velocity Hurr(cone Zone) Q 2017 CISTERN METAL SUPPLY,INC. Sr, Mj%.'�5-:. BERTHA HVTM 11LIECO Am.S,SA, Accordion S System xv BLADE#1 W/OR W/O wv WINDOW RADE TILUT TESTING &ENGINEERING COMPANY American Shutter Systems RIV-N! DES DATE C;MW%IW UAL �Fl WS5 N..3m.SL.Sic 305,v=fm WCD4,11.01104 3316t Association, Inc. I -OUD 15-00 39/w/11 DAM. 06/02/1? Ph (305)071-1330.I":(30S)O71-IS31 4268 Was.Roads OKI,. 2 DRAWING ...... rest Palm 13.ach,FL M407 No tIN-Z it to Phona; (800)432-2204 Fox. (561)209-838 I'll %IALTER&TTUUT Jr.PX_ 4 17-122 Pi2/,W Cc�/1111E FLORMA Lk.8 44167 SHEET END INSTALLATIONS `�'; HV & :.1A' HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. ROD muss,—1.l• / lt\ //!/3�t!;.i..{I.'ATEWC"NNNtCOEUASLO710iEr/rRIDlP!@OR9t4 )sI- \; tJ`'\T. !f ' ^' wPAtw1 o STUM (r5 APPUGLt E)(AS PUCASIE) STUDS RC4a, r.4'WA. WOOD A:KYAtS 4 61 aC. tWAtnt. 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Wflo slum o Ir oa. eno Saw o 12-or ola oc.'�� la vas(2'E BLADE t1.A,QN SHEET t8 To was IRE F t in•tors. a�EUAE ars StCt'E t�, 4n•- ScIewu aIt rce t SLAM TI .• r ) ` it rw Plod t'OMD Qt SETT M•iOIA'4 1 --_- r P%• ��__ _Y',A�� '•i5lan +C>,'�jpa4 I - :! \ :EnN ..Y � --- _ -.� t>Z aFiT.7,.ORaa•"� •l-0R 1A} *y� if \f \ + }�ORC41- �ti43iJ III'as i/ t �.(� n.n• 0c;@--7 E4ORi 5 E Y unrT c� :axio.•f3w rout Nan z.:•Nri.cacao j Toal_ f�w�yw. y^Un �_ STUDS HEali hVIH ;30'+ •« ..�+,;r,.)`Sn p u.�a. •fi.Pq ?•Ea- O 7 IL END CONNECTION DETAIL (�1' END CQONECTlON DETAIL @1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone @ 2017 EASTERN METAL SUPPLY.INC. ` ...... s fT� _ ..e....._ BERTHA HVTE7 ' r VL E C Q ANG• A,S,. .A■ Accordion Shutter System KV.IXADE#1 w/OF2 w/o Kv.VWNDOW MAA 71t.LtT TE573NG & ENGINEERING COMPANY American Shutter Syslems RE7r.NA MCRWTMN OAR O WN St' t4.L v't EVry Assoclnflon, Inc. 1 ots is-08o Jazln tali: a6/az00/02/17SM ,E0 s35s N W. 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L' 7'OaxLOWAT DjWEDBLAOE n� rj (C)FIRST OR LW MME COMING CUT FROM!STARM AT ENDS MAY BE HU WINDOW BLADE t r 1 ,' +,, 1NR000HOU SHUTTER'S©YRMUS BE USED ALTERNATE TO A SOLID NV 6LAOE tD _ Z Y✓S (E) RFNTES SHALL ALWAYS BE INSTALLED ADIACENt 70 A SOLID W c . • • • _ p�� . • BUDaAi ETINER SDE OF THFAL qq t SCE EtID m t fi D (TESL£INTERIOR OF THE OPENINGNATE KV PROTECIEP WIDOW MUST BES C'NHECRavs' • ONLY MSI'ALtID AND LOCKED USING A HV SET701G 700E PROYI BY A5SJ4 DCTNLS 011 SHEETS '+ +� -sit,yy ,' ,' INC. tVLt fiEiGHT.---' 53<Se 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15,AS ULaIED Or SPAN AND DES'GN U=(SEE NOSES 1&2 ABOVE'F• 7.SM ANCHOR SPACING SCHEDULE FOR 0)SIXIM MUS NO POURED 1 - CONCRETE OR BLOCK Ox &13 AS LU0E0 BY SPUI ANEM LOM(SEE NOTES Ih ABOVE)). B.MIJQUUM SEPARXnCN TO GLASS SCHEDULE. EE Pl. T SYPP IGF&FBOTiOM NREMENTS) W +r.HM �•,..,':��+ SHUTTER SPAN I MINIMUM SEPARATION 7O CLASS ^UNJMREO W,U,H 96'no, S' ELEVATION 14%s IAWI H 10 MASS EXSTOIO GLASS-. skF SOia,.••ON Sw 12 TTR L3ADE� _____________ _L_____._-___ AaTt ON TH1S s+aT LiJR a --- (2-t-52W/ .•.EXTERIOR ONLY1 51 'q / .r14n22•''•� ALTERNAT�OpPO§{(1G G_ RMA �''��J'-'jTYP• j.�E,rT j. ` �4. AND wl 2L OR {�,E#,.,NOTE 4 AROW1 20. T mJ%X! UCAL GEIRERMATEs tz�? �,•� ------------------------------ 1.2V QQ�� _ �''- %o (Sp are 4 ABOVE) 1 -1 rz ba2z.-- r PLAN TYPICAL TT;HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1—Ax SHUTTER* --__— Nr rSurii. FLORIDA BUILDING CODE (High Veiocgy Hurricane Zane) L{,/H``"R•••UI RI/H^.•„- 0 2017 EASTERN METAL SUPPLY.Hoc. 1C �"""' A■�■S■A■ BERTHA HVTEA O �I �. Accordion Shutter System ' FEV.RAX#1 W/oR W/0 KV.W=W BLADE Amar)con Shutter Systems RLV L+o OEsca PTION LUTc c"uw eh M.L. S + TELttT TESTING IIP ENGINEERING COMPANY STATE OF Association, Inc. 1 OLD is aBo woz/t7 GATc aaAox/n Cr- e35a LAW.3Am.St.Stn 5a3.vRWM CMOIIH$,ILOflIaA]ilE ata Pb-t3O3}a7t-la3a.Fa::(30%)071-1531 4268 Weal Bands Or:ro 2 DRAVANG No ' �¢f'•.,-(jql�}�,,•' �t�„ata a-mar.6lucooam.cum Vest Palm Beoch,FL 7Sag7 A +•i�HsJ�y�,, {L{ WALTER A.RUN11r.PLC Phone:(800)432-2204 Fan:(561)249-8380 4 17-122 P:£ FLORIDA Uc.1 44167 0 SHEET REQUIRED unauVu VANIES INSTALLATIONS W/ 1 HV BLADE & HV CENTERMATES 2)1 -12.444-Max.r s x, u2 x 4575`nacK 2.Ida'— INTO METAL STUD WALLSp' °03 �°�`'L ------ wn.l5,14 a-65J LTiADE 40 T--- Min.C-60 CAW,STEEL tl 7 436 tAETAt.SKIDS AT 16"ax �' + -- 0 6-0.c.: 40�. 41 a oo- Bi: -+-- ,/r ! f, tis`. 38 ON ANDO0 �y�'o NOMINAL lot. --cilALUMINUM SLEEVE T- -,r^-- I • tz BLAOEACCORDION SHUTTER 6083-115 ALLOY V I IAin. 4311 �' 3 s SYSTEM IT,�ST '',,A,LTION T METAL STUD WALLS 3.440` LREOUREO WNV'IA , ,,. ).t. �L. .JT3� £'' tf 1 Z4'.6 114.1 O.a75`,TaGt Min.1'43c f 6'O.C. �,,,—,,,r/ rte PARAi70N TO PLASS SCHEDULE R. C0 T.GALe STEEL TTulx CRN+r(EL 1. MAX. A.S.D. DESIGN PRESSURE RATING: 475, - 75 p.s.f. C� Hox• unvxi¢[o7FAsT FASTENED GRADEn io snms6o j o o'aaLOCISRNG FINISH 3g 1 MINIMUM t w/(7){fut/2•TLK SCREws Ott I AS APPUCAMSEPARATION 43c LENGTH+ t•{- VTEROR&L?cTElEOR FACE , 2. MAX, SHUTTER SPAN: 84" EXISTING CLASS—+ :_+ R� TO GLASS MIN.SEPARATION TO GLASS C� 3. ALLOWED MOUNTING:(q ON THIS SHEET. 43 � 4fd-^-20X i" 90LT !(SEE SCHEDULE} ` 3 1/4• MUSF PENETRATE I&I f" I 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED TARS APPLICABLE n WITH 21 AR GEED A METRICAL LAYOUT, REouweD 1aw,UN ; a 6 a,e.'t ? USE 0 (2} 35 (8" LONG, MINIMUM) MUST ALWAYS BE zso•1-373`-t oso' r e 714'1 6//s^x 4455 lomat wn.. tarn.adiv.STEEL TRACK cKAxuf3 d3c i 430 i, , I L INCLUDED AT ERtOR OR INTERIOR ACCESS SIDE OF + :I a ASTM A-657 GUIDE 40 wn.C-60 I� '' CENTERAATE. w i +tA6 O.C. Gn,.vxi zE0 FASTELEo TO sTuos S ` , ^° I _ w/(i1(611/2'TEK ScREAS ON , I I !: 1DR N EXTERIOR PACE 11/4+a-20 THREADS BLADE SLACK DETAIL tiVF IS VALID ALSO FOR 43 "0- ELM CONSIMUC710P �wI wl 1/2' TZ 8 CENTERMATE 21 APPLICATION WITH BLADE PRODUCTS F}18—LOK_HD aEauwEo NmnAUM VARIES V. 1 1/2`1 0.075•THICK COMBO Ma,.ASTIA A-653 CFUDE 40 2•Max. fcn_0-60 MV.STcEL M5 WALL HEADER/SILL INSTALLATION r EXISTING FINISH AS APPLICABLE sC0.1E: 316'a 1' IAETAE STUDS AT 16`O.C. t (TYP.TOP h BOTTOM) S = i J/a-x 8 1/4"x 0.075'THICK Mia .Cant.GALV.STEEL TRACK CHANNEL_ _ _j ?EXISTING GLASS`— _ - - i i - MA A-053 MOE 40 Min.G-60 GALVANIZED FASTENED TO SLUGS SY�METRYCAL t I j ' SYMMETRYCAL I j ir/(2)S6xt/2•TEK SCREWS OR CENTERMATES W1 CENTERMATES W/! I AUN. GLASLTIDN YARlfSI { St(ERitTR S 7LTER OR fACE ( 434 43b 43c ? 1 I I i I t To c1Ass z 1 , (SEE SCHEDULE) tAox.�7iERIOR ACCESS 515E I I INTERIO ACCESS SIDE ? '� $PARORt TO oAs — .. :____—...6`(11(p.) WL 3P/1W17N TO GLASS IN 6"!d `Vl/CUlitOE LOCK MM SAF3 w I,'IgDE IOCK L:TE -' -� �_ _ ry IN 4 j ""l'✓ 2 i— -21 21 ' - t ' 21 1 1 j LocA AT t 2 •.; .�/ , ------------I i HY HEADER/S1U.ENDS 24 ! SIDE CONNECTION TO TRACK 3 1/4•(TYp.)� 7. I 7` 6 1/2`1"SLACK ** T 6 11/2"(TYPO• (Cont.) �A HVB 13i+ ��,,LADE SLACK DETAjl HVF NVC� FLORIDA BUILDING CODE (High VetOcity Hamcane Zone (}tl•,` �' L ®2017 EASTERN METAL SUPPLY.INC. 4cns BERTHA HVTM A■S,.S■A■ Accordion Shutter System H.V. 8l" 1 W/oR W/0 FLY.YAtDON 1?l1LDE a'+ TILWT TESTING & ENGINEERING COMPANY American Shutter Systems X. aESCRIPnON DATE ORU44 OQ M.L. ';�� (+✓ + Gm"N".TE36t $a s:a,3w.A1RGi+u evmens.rLaeaA ST,e Association, Inc. I OLD is-040 /02/1ate D0/D7/n 426E Wast Roads Drive 2 1, Pn.na:(205)1171-11530.F..1(305)1171-1331 DRAWING No ,C ..,,. G +' a-mai:URe..040ECOm Nast Palm Baaefi,PL 33407 3 17-122 • EB-0000710 Phone:(600)432-2204 .Fox:(561)204-8380 4 V IY WALTER A MILT it.P.L 5 SHEET P. ^3EAL{StRIA)URe/DATE TLwiOA U.If 44107 a 20 OF 20