Loading...
HomeMy WebLinkAboutSTORM SHUTTER (3) c rvFRAG�+toTes: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.£.O.)HAS BEEN VERIFIED FOR COMPLIANCE 1N ACCORDANCE (8) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90 WITH THE 2017(6(h EDITION) OF THE FLORIDA BUILDING CODE. -7/4"0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUICDEX, THIS STORM PANEL SYSTEM SHALL ME 8£INSTALLED AT HIGH VEtOCI7Y HURRICANE ZONES(M41X!/-DAD£/BROWARD COUNTY). _1/4'0 X 718" CALK-IN ANCHORS OR ELCO MALE&FEMALE AANELMATE'MANUFACTURED BY POWER FASTENERS INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MEN77ONEO CODE AND ELCO CONSTRUCTION PRODUCTS RESPECTIVELY. FOR A WIND SPEED AS REQUIRED BY THE JURJSDIC17ON WHERE THESE SHUTTERS WILL BE INSTALLED AND -1/4'0 X 314"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4&5. NOTES., IN ORDER TO VERIFY THE ABOVE CONDITION, ULDMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT SHALL B£ SHALL Be FIRST REDUCED TO ASO. DESIGN W/N0 LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 1 1/4" TO COMPARE THESE W1 MAX. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 &5.' 8.2) 718`CALK-IN ANCHORS AND 314'SOLID SET ANCHORS SHALL BE ENIERILY EMBEDDED INTO THE CONCRETE BLOCK STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SEC770M 1609.1.2 OF UNIT. NO EMBEDMENT INTO STUCCO SHALL B£PFJ2 MINI. THE ABOVE MENT70NED CODE AS PER ATL REPORT 10130.01-01 AND 1070101-07, PER IMPACT TESTING EQUIVALENT TO AND I-MI SCREWS USED SFWtt 8E } TUC LONG MINIMUM SHOULD STUCCO EXIST, ASTM E-1996 STANDARD&ASIM E JM-02 STANDARD, LIMITED TO INSTALLA77ONS WITHMI WIND ZONES 1, 2&3 AS DEFINED AND 1"MINIMUM FOR WALLS WITH NO STUCCO. . 8.3)7N CASE THAT PRECAST STONE BY ASTM E-1996 STAND4RDPRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCAR80NATE SOURCES WITH THEIR BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON N07ES 1N 8.1)&8.2)ABOVE. CORRESPONDING MODEL NUMBER: (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRpiAONS OF THE ANCHORS GENERAL ELECTRIC PLASTICS CEXAN 103 MANUFACTURER. DOWN CHEMICAL CALIBRE 302 V-6 Z PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 5, SHEET 3 CAVESTRO, LLC. MAKROLON POLYCARBONATE SHEETS OF 5. S. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. MINIMUM PROPER77CS FOR ALL OF THE ABOVE POCYCARBON47ES ARE AS FOLLOWS: 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO TYPICAL PROPER77ES APPLICABLE STANDARD REFERENCE RESULT BE ATTACHED TO INSURE PROPER ANCHORAGE. PHYSICAL 10. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN SPECIFIC GRAVITY ASTM 0792 1.20 G/CC ACCORDANCE W17H SECTION 1709.9.3 OF FLORIDA BUILDING COD£. ONE LABEL SHALL 8E PLACED FOR EVERY OPENING. LABELING TO COMPLY WRH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. MECHANICAL_ TENSILE YIELD STRENGTH ASTM 0638 8,700 p.s.i. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT FLEXURAL STRENGTH AT YIELD ASIA(0790 IZ500 p.S1, W17H THE BUILDING TO PREVENT WINDIRAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. FLEXURAL MODULUS ASTM D790 340,000 p.s.7. 12. STORM PANEL INSTALIA77ON SHALL COMPLY WITH SPECS INDICATED 7N THIS DRAWING PLUS ANY BUILDING AND ZONING IMPACT RECULA77ONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. NOTCHED IZOD ASTM 0256 18 FT-Iblin 13. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC FIRE BURNING CHARACTERISTICS PRLUECP, IC WHERE THE SITE CONDITIONS DEVIAIE FROM THE P.E.D. SMOKE DENSITY ' ASTM D2843 75 (MAX) (B) CONTRACTOR IO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RATE OF BURNING A57M 0635 C-1 CLASS (MAX) PRODUCT, BASED ON THIS PE.a PROVIDED HE/SHE DOES NOT DEVLATE FROM THE CON0177ONS DETAILED ON THIS SELF IGN177ON ASTM 07929 650 'F DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) INS P.E.D. WILL BE CONSIDERED 1NVAUD IF ALTERED BY ANY MEANS. J.ALL ALUMINUM EXTRUSIONS SHALL 8E ALUMINUM ASSOCIATION 606J-T6 ALLOY TEMPER. (II)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN REO. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS 50018 W/50 KS1 YIELD STRENGTH AND 90 KSI TENSILE STRENGTH&SHALL COMPLY W1 FLORIDA BUILDING CODE LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. SE017ON 2411.3.3.4. (E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 5. BOLTS TO BE ASTM A J07, GALVANIZED OR AISI 304 SERIES STAINLESS STEEL, V1/TH J6 KSI MIN. YIELD STRENGTH. THAT PREPARED IT. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS:SEE SHEET 2 OF 5 FOR APPLICATIONS (A) TO EXISTING POURED CONCRETE:MIN F'C= J KSI THIS DRAWING SHALL ONLY BE USED TO -114"0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDER MALE IPANELAMTE' BY -AND 114` TENERS, INC 0 d 3/4S7R CPOtN P PRODUCTS SENCHRESPECTIVELY AS II-114'o X 718'CALK-JIV ANCHORS OR ELCO MALE&tSTRI$U7ED 8Y AU PO SFSCREW,DBOt7&POWERS IALTY COMPANY. aiwllll`...... OBTAIN PERMITS/N THE STATE OF FLORIDA NOTES: �jCENSF g z FLORIDA BUILDING CODE (NL1r1 High YeIGCFiy Nne Zona) A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 314'AND FOR ELCO PANELMATES IS 1 3/4 Urrico NO. 017 In Two.wa CLEAR BERTHA STORM PANEL ORAAN 6T.' A.2) 718'CALK-IN ANCHORS AND 314"SOLID SET ANCHORS SWILL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE r = `*Z 225"DEEP_. �a NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. -- F 07126117 114'0-20 SCREWS USED SHALL BE 1 112`LONG MINIMUM SHOULD STUCCO EXIST,AND I'MINIMUM FOR WALLS lEASTERN METAL SUPPLY, INC VATr WITH NO STUCCO. �L7 As-' ORS \ E CO INC. 1268�RO"�fyq A.3)1N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLODR �� S ""`• ri f&ENGINEERING COMPANY *EST PALM 6G04 R 35407 17-098 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS 4 BONA ��" n^ •11'oq�"°'000'4 n�'�° OJuwJNG Ho INDICATED ON NOTES A.t)&A.2)ABOVE. //ttl ED VU �n WAL7O7 A RDP Jr.P.E m'r �O•�'bi0 " a SHEET 1 or 5 FLOPo44 Lie.1 44167 T eu 0.�N1 15.120' COWAM AWHOW(SEE SCHMMO-- 12.000' -6.000- 0"-1.500'-j --------- 4.50 1.500,- 4.500' r7 I—; I T1 FT'7 T-1 -L500'- ---4.500 a Lu "-4.too**fox ram"ct :f fox MLVMr 2.125----J 01 HALF CLEAR PA 27.120' --ow 1.500'-4.500"---1-1.500' 4.500—11,500"—, 4.WO--1-500'--r-4M0'— —1,500,—, 8 APFLC�f(W CONCIME AWJ"S(gr .-!/4•Yes CAP 114-14v.CAP-i STORY PANEL _77P[M ELEVATION •-2.725' 3.875' i 2.12,5-3.875---2.125-—3.875'---=---2725"-- ..A I DOUBLE WIDE CLEAR PANEL SEC99K A-A 74- Jae* SIT W3 i low,m—W&L j" ANGLE sump OUT '4) B.0 (4) -F" TRACK ANGLE 50 REVERSED "E"-AME C6 MIN WALL U:!��10- f DETAIL 1: sww"w— BRA "E" TRA TRACK ANGLE WITH S 4"'/ lot, PONENTS tv 318 I I TF1 I&RIDA WILDING CODE Mon High Velocity Hurricane Zone) No.4A '6tC2017 MTECO.ArCLEAR BERTHA STORM PANEL • aA*7BY. - LC. (2,25-DEEP) r Opram- 5.00* 0 EASTERN METAL SUPPLY, INC —AM- 08- KEY HOLE AT PA LIECO.N-.\ 42..11 Raws DR" - nmo&ENotNr&RimG compAmr wrSr PAW B&CK FL J3407 17-098 ANGLE WITH STUD DRAWiNG N. �A'XR A RUIT Jr.P SHEEF 2 Or FLORIZA4 L _�F I 6 Cont. 7/e•:3 JT•WIM: c4v-INS OR E(co ITWIBU/LDFX TAPCONS, Nur O Etit SND O PANELMATE 0 W/1 '-10 \ ITW18UILDEX TAPCONS POWERS FASTENING CALX-INS \ 12 o.C.STAGGERED SB)EIVALK BOLT OR W/ \ POWERS FASTENING ITW/BIBLDEX TAPCONS OR OR ELCO TEXTRON PANELLIATE TO ANCHORS W/r/10-20 HEAD BOLT• TALK-INSOR ELCO_ POWERS FAVENING CALK-INS (SEE SCHEDULE FOR SPACING). 975 (SEE SCHEDUL FOR SPACWG). \ (SEE EEXTRON (SFE SCHEDULE FOR SPACING)FOR . .}; r- L D. SPACING). i E 0. 1 I POURED_ 2 Cent CONCRETE REO REV CONCRETE F.0. ' POURED E.D. A01 I . REOu6TED I REOLVRED , E RETE D. \ ,® POURED 1/40-20 x 314' \\\ \\\ CONCRETE bYW/7/8• .6 a13/3z•WING1MIT 1/4•0-20 x r 1 1'uh I 59PARAWN 7113' J/J2' SEPARATON Ilat TO EMSTSNG i 1•dWt WING NUT TD COSTING PANEL LENGTH GLASS 1! SDIAM1pp O 12'a.c GLASS (SEE SCHEDULE) PANEL LENGTH TO EXISIAC l (SEE SCHEDULE) GLASS r 1-Ac. Yar 1/40-20 x 1' 5£PARARON PANEL LOLGIN S S.M.S W/ TO EMSTAC (SLE SCF*DULf) 7/B• M- CLAMS . WINGNUl PAIL IDIOM 7/B'r J/37' O /T'o.c. I POURED ppUR£D ( � ) WING NN O_ (CB CONCRETE) � CONCRETE EYFRY STIR ' ---Cl 0 .. OR CONf77ETF OR CONCRETE \ O 12'0.G \ i BLOCK WALL E D. I BLOCK WNL E.D. 1/f'0-20 x 3/4t, ^G� O 12' REOUIRED REQUIRED BOL IS W/7/8' CONCRETE E.D. POU I I 3137'WING NUT o.e. AL7ERNA7E OR CONCRETE \ LEC LOGIIOV 1.00o• 7 Ont. BLOCK WALL _ REWIRED _ r.V.K-INS O4 CLC°7EXIRC)N I ITW/BUILDEX TAPC;S,� .SM' PANELMAIE O f? 40-20 POWERS FAS/CL �\ \ \ , \ G!X-MS S/DEWA(I(BOLT OR O�W/ rA1X-WSCTR ELDO-- 1.0°0- POURED a 5.000• \ _ TEXTRON PmELU47E (SEE SCHEDULE FOR SPACING \ 3 CON. W/I/<0-20IRUSSHFAO 80LT• CONCRETE (SEE SCHEDULE \` 2 Cant. ~E. D. (SEE SCH£OULE FOR SPACING). ' fOR SPACING). ---LILOFX %;ZTING WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION /D{ (SEE SCHEDUIf FOpR�SECTION 1 SECTION 2 BUILD OUT INSTALLATION CEILINGLi INSTALLATION IIW/BLULDEX TAPCONS OR - E.D. �y SECT/ON 3 SECTION 4 POWERS rASTETBNO CALK-INS �'{ (SEE SCHEDUIE fOR SPAC/NGL \I ��POURED REDCONCRETE fir' 1 Coal.5 i EI/INNF/II�i 11 �. 114'!-20 1'I M.S W/ • 111�[w_�'�(j,4.. . 7/8'r J/J2•WING NUT O 12'o.c. i,�g' SID£WNX @GETS ARE'J//%xJ/J77HtCK NINE FOR CONBINATTON OF SEC7KTN5: \ ;• JYpF'.VO N T'MANIMUM HEAD MACHINE SCREW W/LENGiN SEPARATION TO Afax AS PER NOTES A2&8.2(SHEET 1) Q EXISRNG G1A55 i PANEL LENGTH • WALL/FLOOR/CEIUNC MOUNTING SECTIONS CAN BE I Q7 (SEE SCHEDULE) TRUSS HEAD BOLTS ARE!2%x1/B776CK COMBINED IN ANY WAY TO SUIT ANY INSTALIARON. 'MI VI HEAD LAACH4VE SCREW W,LENGJH 1140-20 x I' AS PER NOTES A2&B1(SHEET 7) S S M.S. W/ ® 12" .e. l/r7 H E.D. ((SSE°E S°rspTE ONSHEET 4 OF 5) -�ss/ONAN��1�1`111 ALTERNATE II'��EiPfNEfINI N t£c Loan P°°R`°`°NURE REWIRED INSTALLATION DETAILS FLORIDA BUILDING CODE ( Non High Velocity Hurricane zone) 1•"}�. 1 nw1BUfLDEx rAPCONs OR ;� SCALE. 3/8" = 1" 020f7 DLTEOD,Inc CLEAR BERTHA STORM PANEL DRAWN BY., POWERS FASTENING CALX-INS_�' E D. 2.25"DEEP L.C. (SEE SCHEDULE rOR SPACING). E.A 07/26/17 CEILING & FLOOR MOUNTING INSTALLATION /T1 L E C-0 .,e. EASTERN METAL SUPPLY, INC DATE 4268 WEST ROADS ORAE SECTION 5 TILUT TESTING&ENGINEERING COMPANY WEST PALM BfACN EL 35407 17-098 susv.xw Sat,,s.r%rwau Duma n sTree ryaTLe EB-000! NWJD71-rSJI DRAWING No EB-00°6719 WALTER A RLUf Jr.P.F. I a FLORIDA Lie. 44167 SHEET J Of 5 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) WITH f_4` CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft.) AND i CORRESPONDING ANCHOR SPACING -S- (in.) SCHEDULE �,L OR K FOR INSTALLATIONS IN CONCRETE CONCRETE BLOCK AND cur`JPANE-L' REOUIRED WOOD FRAME STRUCTURES * \ -1 _ YAR Es " 2 OROOR® CONCRETE ANCHORS O © O N4TRR/Y ASO. Yax.PANfl 1lTGM ANCJKWs SPACXIG.S S'()�• r DfSK.N L(R•)• SEClXNS 2 J 3 4 O /2•o.c. OR OR OR PRESSURE .093'CLEW LEXAN SECR0.V I(BOTIOY) (!OP/d7nOY)a SECG 1 V,,f\)® CONN CONCRETE WING(RSL.) AOR"PANLL a SECTRri WALL REQUIRED. J OR OLWED CO BLOCK SECTION 1(La7TT0Y) �)® 2'x 4'x I2'R +18.0, -28.0 )0'-0' 7' 12" 12• J1l>5-NII OR ' 606J-T6 ALLOY 2.500' ♦ ♦♦♦ Cont Alum.ANGLE. Min• +28.0, -30.0 9'-8' 7' 11" 12' VAR/ES 1 CASE A (Plan-) _ fix• +30.0 -35.0 8'-11" 7" 12' 12" I _ +JSO, -40.0 8'-4" 7" 12' 12" 2" 4"x 4'x.072' POURED CONCRETE / 2' 4'x4'x OR OR CONCRETE BLOCK /1/4'o BOLT 606J-T6 ALLOY +40.0, -45.0 7'-)1' 7' 12" 12' WALL 1?111ED. ♦ i O 24"O.C Cont Alum.ANGLE. _2300' W/JACKNUT Mn. T.®--� CASE B (Plan) +45.0, -50.0 7'-6" 7' 12' 12' CONCRETE ANCHORS _2300 O 12" M.n. it +50.0, -55.0 7'=2' 7" 12' 12" 7 T- +55.0, -60.0 6'-10" 7' 12' 12" 1,000• -ALTfRN4TE LEG LOCATK)N POURED CONCRETE OR CONCRETE BLOCK +60.0, -65.0 6'-7' 7" 12' 12• 2'x 2'x 0.55'TO WALL REOURED. 2"+5'x.055"Conti GLE OR Min. +65.0, -70.0 6'-J' 7' 12' 12' .060"3105-HJ54 SHEET �) YEAt Alum.BENT PLATE. l_ ♦, -_L +70.0, -75.0 5'-)0' Y 12' 12' +75.0, -80.0X=B.O.DISTANCE 5'-6" 7" 12' 12" I +80.0. -85.0 5'-2' 7" 12' 12" CASE C (Plan �1 +85.0• -90.0 4'-11" 7" 12' 12" +90.0, -95.0 4•-8' 7' 12' 12' 2"x J'x.093"3105 H-14 OR 1 ' 606J-T6 ALLOY Cont.Alum.ANG CASE E (Plan) W77H ANCHORS O 12'0. G 000, +95.0, -700.0 1'-5' 7' 12' 11' L SGVF 1/4'= I- +100.0, CAP +100.0, -105.0 4'-2" 7' I2' 12' ��\ �J \ +105.D. -110.0 4•_0• 7• 12- 12- END CLOSURES DETAILS " CONCRETE OR CON OR CONCRETE BCOCK • Min. PANEL LENGTH IS 3'-0' � � J ,J wArt REODrR£O. SCALE. 1/4" = 1" AMA!2 5 LEGEND / -MAXIMUM ANCHOR SPACINGS ARE VALID FOR ANCHORS dORJ 1/2'EDGE DISTANCE FOR E D.LESS THANTYPE SPAJ f/2;REDUCE ANCHOR SPACING BY CASE D (PIan) 1t3 112-,Y/RE SPACING SNOWNON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE!M;� , p O� S J ,,',1LfE D.FOR CALK-IN ANCHORS 15 2 1 2'. `�`FOR 7NIS OPERARON TO BE POS/8(E,REDUCED CALK-IN 2. ` SPACING 08TAINm USING FACTOR SH4U NOT �` v c•�'. BE LESS TRW MINIMUM SPACING INDICATED FOR � � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) EACH ANCHOR TYPE AT ANCHORS LEGEND. p,44167 FACTOR C *` x'2°77 m1Eco.M. CLEAR BERTHA STORM PANEL O44M Br.' _ L� L� 2.25'DEEP L.C. ACTUAL E D. TAPCOLd CALK-1N / :� STATE VT 07/26/17 PANELMA7/ES G J" .Bs .7s ?�.<` .;`ZORIOP�of"'T METAL SUPPLY, INC Lu>t L ,E C O I N C. .268 WEST ROWS DRIVE LIT TESTINO a ENGINEERING COMPANY N]SV.•.]ON_ Sh.fO;Mf GtiLCAL(R,.U)66 2 1/2" .71 .50 '.sS�ONA1.� (]m)sn-1Sb.x@:r RN-ly Wrsr PALM WCH,n JJ707 17-098 2" .50 £B-0006719ORAWMG No WAITER A RLLJT Jr.P.F. omAn> xn FLORIDA Ve.IM767 - SNfE7 1 Or 5 114-0-20 ELCO .1&1f­01e 4'x 8'(Min.)EMSTWC WOOD HFA WOOD HEADER PANELWITE O 6`oe w/ :-W000 HEADER 1 WOOD 8Fi1Lt REQU/RE0. j REQUIRED. /` � 1 7/8•m..PENETR4T10N OR s REOUIRE0. STRLCIURAL ADECLWCY /11 SS HEX WASHER 1140-20 ELCO nr0I0/Tamo+e f I or Ex15RNG WDOD BEAM HEAD WOOD X WASH Wl 7 PANE2WTE o 5'os W/ TO BE CERRRED BY i , �/ I REGISTERED ENGINEER T/4'4-zD Ecco +e/Iemoie PANELMATE I 1 //T' PEN£7R1T10N O 6`o. 1 1 718'M'n.PEAFEIR477ON OR O 12`o.c. WJ 718"MFn.PENETRAnON. ! /14 Ss HEX W.ISNER rr/ !/ 1 / OR ARCHREC7 PRIOR &C L HEVJ WOOD SCREWS W/ /14 x 1 J/4'SS.HEX WASHER TO SHUTTER INSTALLATION. • 1 112`Min.PENOR 77ON O 6•o.c. HEAD WOOD SLY7EWS W1 1 112'Min. I .a7sS I 1 PJWEM4170AF a s•oc. Ir � �� I 7 .660' / ! 718'r EVERY TSD 2000 I 2000 NUT O EKRY SNO O ` 2OOD /2 Cont Mn I l µnt O PANELMATE STAGGERED 4 _.� OHO Conf. Y I t 1140-20 x 114" /'� y� 1140-20 Bet IS W/718`x Y .,L„J BOLTS W1 718•x 3/32'WHO NUT 3132"WING NUT /'Min I 11ftO/ 2'as O 12'o.c. L_ Orf E SEPARATION- TWO NC Wax. TO IXISANG S EL LENGIN GLASS 1`Min. jSEE art ow) SEPARATION TO D=NG __ GLASS t �NALL MOUNTING INSTALLATION BUILD OUT INSTALLATION �TOfx11sft PANEL'ENG'" r ALTERNATIVE 2 ALTERNATIVE 4 roSNG (SEE No1Es BaoW) { _ T (D.@ -J*- r'Man. rr •®: `•_SEPARAnON E 114-0-2o x r' 70 mo � 11410-20 x 314' 1O- ' S 5.LT.S W/ BOLTS W/7/8'r, ro 7/B'x J/JT 1/40-T11 x J/4` -� JJJ2'WING NUT WING NOT BvLrs W/718'xO 12' '-114-0-20 ED mo+elteme;e PANELAOT£ O 72"ae. ! J/J2"W1NC MIT 2-x 6"woo0 O 12' W/1718'Min.PENETRATION t . O f2'o.C. t DfCX REQUIRED-®OR 5 ` I i AT m DIN OF PLATF. (NO fTNlSH At10WED)t Cont. - i EQ " EO II 7 3 Cont 2Ucont. r140-20£tc0 ma a/Tema a KATE \ PA718-ME O N o.e w/ �'O 01 � 114 0-2a L2co mn7/i male 1 1 7 8 M;n.PENEIRA710N OR HEA x 7 3 4 S.S.HW W112' /SS.HFX WASHER i ;�5 ` i `� If 718'U;I a 6•ac W/ HEAD wOLm SCREWS W/7 r/2`tan. HFAO I1U0Lr SCREWS W/ •, fI `-1 7/8'Min,P£NE7R41/0N OR PENETRA7M O 6'ac. 1 1 t r 1/2"Min.PENEJRArXlN o 6`ac 'y \ 1'EEy /14 SS HEX WASHER WALL MOUNTING (D. M. O M1Dw DTH OF PLATE. l 1E40 WOOD PENSCREw4 io 'l p 1 1/2"Min.or PLATE. a 6'o.c. 1 4 ` o M4NWDIN or PLATT CEILING & FLOOR MOUNTING INSTALLATION ALTERNATIVE I ALTERNATIVE 6 WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION ALTERNATIVE 3 ALTERNATIVE—5 NOTE FOR COMBINATION OF SECTIQN: WALL MOUNTING SECAONS CAN BE COMBINED INSTALLATION DETAILS ON F,..YLSTING WOOD BUILDINGS IN ANY WAY TO SUIT ANY INSTALLATION ! SCALE. tp(`.��QFN T) lAy �. y�•:,��jCENSF •.. . �voTfs: �� - � FLORIDA BUILDING C00£ (Nan High Yatacfty Hurricane Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX.A.S.D. DES+CN PRESSURE No 441 7 mean mrecn MCLF..4R BERTHA STORM PANEL aRAwN er.• RATING AND PANEL'S Z *; 2,25'DEEP L.C. LENGTHS AS PER SCHEDULE SHOWN ON SHEETS 4 OF 5. 071261t7 2. FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE l •l,�LO,, IL E C O mc. EASTERN METAL SUPPLY, INC _ DATE SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EOUAL. S J0Rjp�;4� S 4268 WFsr tm4as aRNF •••` ��\ tLIT TESTING d ENGINCENNG COMPANY *n7 PAUL BrACH.n 33407 17-098 l� 4faw.e.xrn.R Sn..w,rRarw n ura S�UIVAI.� Prro,„:(]Oete>I-1410.Fo:LiWNfI-telt rfe i nc>n.+,o+ ua Yr+� aRAWTNG Ho I '�.•i !f'1� £B-OLOb779 ryrtlltAt WALTER A RLLR A.P.F. v>7X/n J SHEF7 5 Of S FLORIDA Lia. 14167 —Florida Building Code Online Pagel of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff i. BCIS Site Map Links I Search dbpr roductApproval - UPSER:Public User Product Approval Menu>Product or AoDlication Search>Application List>Application Detail FL# FL11968-114 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 1rodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@ea.sternmetal.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. NNp 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. -G Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2cINC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.Pdf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Equiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM https://www.floridabuildina.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf.:. 1/8/2018 4 _ Florida Building Code Online Page 2 of 3 E-1996.PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY,INC DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996 PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY2c INC. DRAWING 17- 094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL-# Model,-Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ:.No FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING 'Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.odf 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 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4, 6,7,8, FLi 1968 R4 AE EASTERN METAL SUPPLY2c 8A,9 and 11.See sheet 10 of installation drawing for other INC. DRAWING 17-094 PRODUCT EVALUATION REPORT.odf spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-096 0.050 BERTHA ALUMINUM STORN 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 12'-11"for+30,-30 Evaluation Reports p.s.f.and 8'-2"for+75,-80 p.s.f,for mountings without"h" FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING header.See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined Created by Independent Third Party:Yes by ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. 'HVHZ-Drawing Number 17-095 Limits of;Use, Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large Missile. Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party: Yes and T-2"for+70,-80 p.s.f.for panels mounted without"H" Evaluation Reports header.See sheet 4 of installation drawing for other spans FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING and pressures.Valid only for wind zones 1,2&3 as defined 17-095 PRODUCT EVALUATION REPORT.PDF b M E-1996. C7_ Clear Berthaf (2 1/4") corrugated polycarbonate storm panels retained or not by Drawing Ntracks to provide hurricane protection. Use Installation Instructions d for use in HVHZ:NoFL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING d for use outside HVHZ: 17-098 CLEAR BERTHA STORM PANEL 2.25.PDF esistant:YesVerified By:American Test Lab of South Florida Inc. ressure:.N/ACreated by Independent Third Party:Yes arge Missile. Max/span is 1 -28 p.s.f. Evaluation Reports d 4'-0"for+105,.-110 p.s.fload. FL11968 R4 AE EASTERN METAL SUPP WING httDs://www.flor.idabifildiniz.oriz/Dr/i)r anti dtl.asnx?t)aram=wGEVXOwtDasxYIeb4oiiODf.. 1/8/2018