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HomeMy WebLinkAbout Product Approvals, storm shutters(I1M'-�clalP SMILL, -MA �- KU Ndrr in tbw lawnrlr"rr pr00uic ProdAPprOtr�usx were uw D346¢AMM21 Man- s uti a leoo,r�t�,.-ter s,�, ' 62&2&2mJW' WNlcation Drtall FL rti FL11968-R4 Application Type Revision Code Version 2017 Npt Topics sub a srcnlrw Stab a F" No"tv,,t duct an 905 S-ta pip unto SMrch D346¢AMM21 Man- s uti a leoo,r�t�,.-ter s,�, ' 62&2&2mJW' WNlcation Drtall FL rti FL11968-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4266 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 lrodrigLez@easternmetal.com Authorized Signature Bill Feeley Irodrlguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Ercall 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, 3r. the Evaluation Report Florida License PE -44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3112020 Validated By ]ohn Henry Kampmann Jr. I Validation Checklist - Hardcopy Received rt OEJ.NDEPF1NDENCF.PQF FL11968 R4 • ► MFTALSL► a•:. 095 CERTICATIQN OF IWOU1�14DE-NCESDF FL11968 R4 CQ1 EASTERN MFTAI SUPPLY, INC.r•_r Q CERTICICATION • FL11968 RA C07 EASTERETAL■:.w 17- 094 CERTIFICATI• • it t• `odf Referenced Standard and Year (of Standard) Standard ASTM E330 SSTD 12-99 Year 2002 1999 Equlvalenee of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 EQuiv EA5jERtJ METAI SUPPLY, INC, DRAWING 17- 095 LEUZR D IVA N F BE-rWEFN SSTD t AND ASTM E- Scanned with CamScanner GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT CVALVA17ON DOCUMENT(PED.)HAS BEEN PSIRED FOR COMPUME IN ACCORLWNCE NOTES {NTH THE 2017(6(h EDITION)OF THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL fiM BE INSTALLED AT WN VELOCITY D 1)MINIMUM EMBEDMENT OF TAPCCN,ELCO PANELMAIF AND CF TAP--GRIP ANCHORS INTO CORCRETE BLOCK HURRICANE ZONES(MAMI-DAD£/BROWARD COUNTIES). UNIT SHAD.BE f 1/41, 1 318'FOR ZAMAC HAILIN ANCHORS AND 1 1/8'FOR RED HEAD DYNABOLT SLEEVE'ANCHORS DESIGN WIND LOADS SHAD.BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MEN17ONED CODE, B2) 718'CALK-IN ANCHORS SHALL BE EN77RELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDIC17ON WHERE THESE SHUTTERS WILL BE'INSTALLED AND SHALL BE PERMITTED. 114-0-20 SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXST AND I. FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RAI7NOS INDICATED ON SHEETS 5 TURD 9. IN ORDER 7O VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASC£7-10 RJ)MINIMUM EMBEDMENT OF 1140 x 314*AIL POINTS SOLID-SET ANCHORS STALL BE 718'ROO THE CONCRETE BLOCK. NO SHALL BE nRsr REDUCED 70 ASO.DESIGN WINO LOADS BY MULTIP07NG THEM BY 0.6 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITfEO. 114'0-20 55. MACHINE SCREW USED SHALL BE 1 112'LONG TO COMPARE THESE W1 MALL (ASD)DESIGN PRESSURE R471NGS INDICATED ON SHEETS 5 THRU 9. MINIMUM SHOULO STUCCO£ARSE AND 1"MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TU VERIFY TAT cOMPGHFMS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED.A J3X INCREASE 8.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE IN ALLOWAREE STRESS FOR WIND LOADS WAS NOZ USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS!NONMED ON NOTES IN VERLF(C471ON OF FASIOVERS.IN-WOOD....- at)AND B.2)ABOVE -STORM PANELS ADEQUACY FOR IMPACT AND FARGUE RESISTANCE HAS BEEN VEWED IN ACCORDWNCE WITH SECTION 1609.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMM£NDA77ONS AND SPECInCAT10NS OF THE ANCHOR$ THE ABOVE MENTIONED CODE AS PER AR REPORTS f 0721.01-98R,/0329.01-00,/0525.01-00 AND j0512.OI-OJ AND MANUFACTURER. ! 106I7.02-04,AS PER IMPACT TESTING EQUIVALENT 70 ASTM f-1996 STANDARD&ASIM E 330-02 STANDARRD, UM17ED TO INSTALLA71ONS WITHIN WIND ZONES 1,2&J AS GEARED BY ASTM E-1996 STANDARD.AND/022T.01-01 PER TAS 201, 202&203. Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING BNSTALLATON DETAILS SHOWN ON SECTIONS T THRU 8(SHEET 3&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-HJ4 ALLOY. 9)EXCEPT THAT HEADERS J. 4&5 SHALL NOT BE USED. 3 ALL ALUMINUM EXTRUSIONS 5 L BE ALUM LAW EATON 6063-76 ALLOY& TEMPER UNLESS OTHERWISE NOTED. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPoNENT5STUODED PLATE AN SNAP CAP ARE PATENT PENDING. ATTACHED TO UNSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE A1rACHEO TO CONCRETE,BLOCK OR WOOD FRAME BUILDINGS 4.ALL SCREWS TO BE STAINLESS STEEL J04 OR JIB AIS/SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50010 W1 50 ksN WELD STRENGTH AND 90 ksF TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 9. THE INSTALLATION CONTRACTOR IS TO SEAVCAVLK ALL SHUTTER COMPONENT EDGES WHICH!REMAIN IN CONTINUOUS CONTACT WIIN THE 2411.3.14. BURRING TO PREVENT WHNDIRATN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 5. BOLTS TO BE ASTM A-JO7 GALVANIZED STEEL OR ASI J04 SERIES STAINLESS STEEP, WITH 55 ksl MINIMUM HELD STRENGTH. 10. (0)THIS P.E D.PREPARED BY THIS ENGINEER IS GENERIC AND DOER NOT FROMTDE INFORMATION FOR A SITE SPECIFIC PROJECT•N.e. WHERE THE SUE CONDITIONS DENTATE FROM THE P.E.D. 6.ANCHORS TO WALL SIMM.BE AS FOLLOWS(UNLESS OTHERWISE NOTED) (b)CONTRACTOR To BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDMG LIFE SAFETY OF THIS PRODUCT; (A) TO EVSTNG POURED CONCRETE. 94SED ON THIS P.E.D. PRONGED HEISHE DOES Nor DEVATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. - 114'0 TAPCON ANCHORS AS MANUFACTURED BY N.T.W.BUILDEX CONSMUC77ON SAFETY AT STT£IS THE CONTRACTORS RESFYINSIBtUTY. - 114'0 CF TAP-GRIP ANCHORS(PERIM STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. (a)THIS P.E.O. WILL BE CONSIDERED INVALID FALTERED BY ANY MEANS - 114'0 ZAAW NAILIN ANCHORS AS MANUFACIUREO BY POWER FASTENERS, INC - 114'0 x 718'CALX-IN ANCHORS OR ELCO male&female PANELMATE'AS MANUFACTURED (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BY POWER FASTENERS,INC AND ELCO CONS7RUCRON PRODUCTS,RESPECTIVELY. ENGINEER OF RECORD(FOR.)FOR THE PROTECT AND WHO WILL BE RESPONS18LE FOR THE PROPER USE OF THE P.EO. - t14'0 x 314'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. ENGINEER OF RECORD,ACTING AS A OFL£GA7ED ENGINEER TO THE P.E.D. ENGINEER; SHALL SUBMIT TO THIS UTTER THE SITE SPECIRC OM91MOS FOR REVIEW. NOIES AT)M/MMUM EMBEDMENT INTO POURED CONCRETE OF rAPCON ANCHORS IS 1 314,FOR LAMAC NAKW ANCHORS IS 1 318; (e) THH15 AEEED. SFALL BEAR THE DATE AND ORIGINAL SF-4L AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD TEAT FOR ELCO PANEL SATE ANCHORS 15 1 314'AND FUR Cr TAP-GRIP ANCHORS 1S 1 114'. A2) 7/8"GILK-W ANCHORS SHALL B£ENTRF,LY EMBEDDED INTO 777£POURED CONCRETE NO EMt3RTHA£NT TMD STUCCOI t. SHUTTER M NUFACIURER S LABEL SHALL BE LOC47ED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE MTN SM770H 1709.9.5 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING SHALL BE PERM07E0. 114-0-20 SCREWS USED SH ALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST,AND I' LABELING TO COMPLY MTN SECTION (709.9.2 OF THE FLORIDA BUILDING CODE MINIMUM FOR WALLS WITH NO STUCCO. AJ)MINIMUM EMBEDMENT OF 114 0 x J14'ALL POINTS SOLID-SET ANCHORS SHALL BE 718'1M0 THE POURED CONCRETE. NO EMBEDMENT IN70 STUCCO SHALL BE PERMITTED. 114'0-20 SS MACHINE SCREW USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS MTN NO STUCCO. A4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE &A2)ABTO OVE: CH INE MAN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS INDICATED OII .`4' : THIS RLN AWINGPERMITS IN THE ONLY BE USEFD TO LLJRIDA� (B) TO EXISANG CONCRETE BLOCK Wilk a�Y.",:�"GM1="I/Se'. .. - 114'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUROEX. G1t - 114'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS M IRIFACIURED BY TRU-FAST CORPORA710H .`ji�� �� - 114"0 ZAMAC AWUN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. N0 ; No 441 ` - 114'0 x 718"CALX-IN ANCHORS OR ELCO male&female PANELAWIE'AS MANUFACTURED BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. - 114.0 x 314'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. '+ FLORIDA BUILDING CODE (Non Hlgh Veloolfy Hurricone Zane) - 1/4'c HIED HEAD DttNABDLr MANUFACTURED ANCHORS As NUFAc7UR£D BY I.T.W.euwEx *2017 TTDMM M 0.050"BERTHA ALUMINUM STORM PANEL La (2.25'DEEP) MwN BY. � i//NNrFr1L �.�■ EASTERN METAL SUPPLY, INC Gm/lrRh7. LE C O INC. 42M NEST NMDs BANE �YegrA g+'* ,�"•yS1 fr rruLr rcm a EHCIxEE16NQ COMPANY *661 P�HHCLM R.JS4a7 17-096 _ �yt.9�0•'b' ``;p,1 aw x.wa u.xa wseRfli c u Apir PHAM'E.(EST PA9-SC FAX.(M407-1776 �..�++l�a1 l v- .Tin: 1-7}11 laSVlp. nR ✓<+.i B4AWRIG No EB-Gaa6]i4 m.� om�ter aaa -- nORnzA 148" (WIA[.wrong aara•(TOMwso1R) 2.sa°- 3000'[�:. tsso- zs6o• rzo00-rmmrAr W DrNI i --aa°°'(0MVVr uronq—j ns• R Ts° r. two' 4.5[W t.JOo• 1-w f s°O• AM 1.500' AS AM1`XA9r ry») I I ,2 As AME nro) I 'u R rte' Rlao• r us' res R.250 QQ R.125 +'[ t Lj 4 .t13' R20°• 7;7- A4 yP. 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M 4 L M t —•; (3)518-0 mss 781 i AT TOP[INE n a1J" �- d 2' • 2.760' r.6rs• _ �tttr crQ -� —— --� "093J.w STUDDED ANCLE .s7r" aoas-n Arw.Auar " 7.373' .062'I scar:a/6•_,- i srODrrc°N[mr �t��rtpa �i © KEY HOLEWASHER J2A ROUND XO AT PANEL WEES FOR t/awxw7• �� :aia'- (OPTION TO 12) IS.M40WE •` •• SCRtW 7APCON9 i r f J,YTJ�V��`'%. —-—-—- .-1 P CAP saat-n.uL9r i roA,1ar uuc r_r• 677 •i r_r FLORIDA BUILD CODE (Non N/h Velocity Hurricane Zone) T/te tiL -�� : t* s20+i mtEco Rc 0.050"BERTFIA ALUMINUM STORM PANEL ca (2.25"DEEP) DAWN W. ra ORQa�•��?�'�'� �{„ EC O�xc. EASTERN METAL SUPPLY, INC °'G2°TE1,," 16 411 yx7'x14'aLONG WALL PLATE 'y�y�VN�M 4 'pss 1-1 IESn�SN(tO,�ENGINEERINGCOMPANY s PrroNe{e� AF 53407 rit6 17-095 mc.r:[JPa,W!-t&m laagar,-a f8-000a7r9 '-- WAC TER A RL))r✓r.P.6 - - ----nDtaaa'tr.- 'ttt67- —=- F ;-TOP TRACK (SEE COMPONENTS, SHEET JA OP 9) CONCRETE ANCHORS (SEE SCHEDULE) ( Afin.i �1 Min.i O O O o O o ----------------*-^-7-- --- *-_---*----- - - -- --- 4n, -11ie R,GENS.I s : i �-3"J CONCRETE ANCHORS (SEE SCHEDULE)' J. _O.�It•,,• 4q,if Max. x- •i a. N a 0 7 Men. 1 Min. l��.•••..+••'�C!' J� -BOTTOM TRACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET 1A) SCALE: 1/8"= 1' �- 1/4"Max. GAP ", 1/4"Max. GAP-4 -- Tip. I FLORIDA BUILDING CODE (Non High Velocity Nu777cone Ione) 02017 R(W=6,C. 0.050 BERTHA ALUMINUM STORM PANEL Lc. (2.25"DEEP) DRAWN Or.� EASTERN METAL SUPPLY, INC SECTION A-A 4266!FEST HGo05 DRNE —T TESTINGd ENGINEERING COMPANY WW PALM 11-m R.]6107 17-096 SCALE., 1/8" 1" 8151 N.W.]6fA n,.ttw.Ira.rxva�GNmao;n 111aa PHONE(56f)209-626JC MX-(561)6.1-1716 paam:fxeHlr-Iiv,ie.:fxalan-rur amino a.+s nrr ORAIHNG Av - WAL)ER A RLL?Jr.P.€ nONDA liu -4}67 -r--- 7APCV%ZV=A WCO"' C'l'CAM C Ov"KA%K -f. 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I ,Cr TA�GftP� Z-AW AUX WD t-OOK% MQUY.Ral WAV-" aw FfLomw" m r.cr Dw-mv.cvx-N,R�l %�MAUS PAA91MYE (gr SQW=r MR SPAaW) (sur MR SDAOMO (Ur=MVKE MR SFACADT SECTION 0 ANCHOR WALL MOUNTING INSTAL ON BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE:J/8'a I SECTION 3 sc4ff. SECTION 4 A uowiw ........... _J!*WIND NUT F B. EDGE'DISTANCE No. ON 44167 i»3 SNEE75SID E' FINISHED WALL (W/snl=o) MIE OF lie' ci i I ..' NOTE FOR COMBINA17ON Or SECTIONS POURED Is 4W�l -.r '.——0 NALL/FLOCRIMUNG YOUIMNG SECTIONS OW BE '12 CONCRETE C. COMMAtEO IN ANY WAY TO SUIT ANY hNSTALLATION. POURED BLOCK WALL CONCREIr OR CONCRETE OR CONCRETE REWIRED BLOCK WALL REQUIRED 7-T @ c-t. TAW-'M-X WI D.'.C7'PP-6w. Z;, 2CCO AK FOWE PANaWW FLORIDA BUILDING CODE (Man High Velocity u e Zone) SEC77ON 0 STUD (SW SMEDVLE MR$AACM) r2017 7XIECO,LVC. 0.050"BERTHA ALUMINUM STORY PANEL La (2.25'DEEP) DRAWN By. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION 07128117 EASTERN METAL SUPPLY, INC Our SECTION I scmr:mo-- r SECTION 2A rTlLTE C 01 N., 420 WEST&UDS DONE *TSr P"890t IL JLU07 -096 TILLIT TESTING III ENGINCENNG COMPANY (M?)ZO9-&ZSX FAX(36f)84_17yg BsfS AW- PHONE, 17 (A A= bpff DEXAM OF SECTION 0 STUD VALID I�S()"F20R(rop) "-#Wl m.1 i .. M.. — - "mw No, SC M I - - - I---:_i_slcrT --- -'JWOUARNC INSIAIL417ON- WALTER EDA00MOM6713'.P.E. 3 or 14 OR co rAn%NtS liW�c H1Y1K 10 Cane =1=ANDaORRS �'LTx4.Glx-4V m aro tow \ —..`7�t�AT QYCY tf a^-tRa:fxJCaN" t� MOORS (SLE Sa/CDu£FOR SPACM) ` F.O. (SCE SU IXC FOR SFAC a)— r— TITTLE PANELAMTE(M) 0R at0 nATFJ laNtE VT s'0-20 S S.MACHINE j \ FOR QQ t •� Z•WQ NUJ Q WASHER ; \ CALK-NL ALL POINTS SOLID-SET OR POURED CONCRETE 'f I , POURED CONCRETE \I; (SEESCNfW!£FOR Sp 7E ANCHORS`�_ ' d1in. t R£OURED �-- I ' POURED \y CONCRETE POURED \ j R£(NttRFACOArRm ALTERNATE `—� OR CONCRETE ! r'! ' N LEO LOCATION BLOCK WALL s , i 1 9 Cone I REOURFO--. i 5 \ 1 --Cont I �• i i. \\\\\ I \ \ Cant 5 1 y I/1'0-20 x JAI'- I i'NYRMLAt I f'uu(LArw .,Pi J�/LJz Am Pfwr a .-� -SEPARADON TO i SEPAINTgN TO. f ---0 12'D.O r+i To- GLASS t h CLASS I Gf.ASS i SLI-UIMMUMRMPON -- I GLASS L^ r ; GLASS I 1//+•r-20 x J14' e e BCV.7S N/7/D x e�alS WRG NUJ a ALURf2"Q C I LEC LOCAWN g Cont 7/D' J/J2'WING am TWAf�_ �� fa NUT a T2'0.C. J/s1NLiJ 9 i C. y CONCRETE' OCK PWRED II o r T- OR CONCRETE / CONL.R£TE B can 1. SL '(' OR CONCRETE .,--� REOURED BLOCK WAL ,'i•Mi , i+xRLa catLwtrE i ` - / CALK-ft RECUlRED 7777777, ( 1x11' ALL PoIN75 SOUP-SEI OR I1. EECO XAIFEAE PANEWTE ANCHORS ORStn LriA£t , rR ' G Rax-RED RLCUIR'V (SEE SCHEDULE FOR SPACING) rAPcoNx 7ALNG AIAxrlL Rm HiAp-; 1/I'r-20 S.S.MACHINE /1 OKWEgr75(9IOIK CAVLY�LY 7,w-tPJtsa./ 1 BOLT W!NUT A•WASHER rMLbNS.CVX-dv OR am Xu£j, Y rA."CaV5.Ovrt-x Av Eim wrF/� GtX-Gy OR aM iNtE/FE4AlE / a 12'O.C aNut PANaiWE AV TORS E D. FDALC PN¢WX MOORS E.D. PANQXATE AW-gVAS T 1 Cone (SEE Sam"IDR VAON0) (SEE SORIME F SPACK) sa E BUILD OUT INSTALLATION CEILING dt FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) — SECTION 5 SCALE:J/e•= 1 INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE:J/Lr- I' SCALE:J/B'® 7" SCALE: ,F Si`( •T(�C/��. •SCREWS USED AT�AN MS MAY BE 114-0-20 SIVE Y"V-.•j=1tS ✓�+a wALK OR I/1r-2o TR7tSS HF+V)DOLT W/@ d' SEPARATION TD— GLASS D GLASS •S#If WALK 80LT5 ARE J/t D J/J2YNtGK ` 167 HEAD iNCNINE SCREW W/LEhGTN AS PFR NOTES A2 w A B.2(SHEET 1). r/i'0-20 x Y4* E.Q® ETN`£ CHEV.E _ / / (SIX SCHEDULE ON I 'T.(�/j/`. A'� •TRUSS HFAO DOL ARE 112-0m 118 g Cont ars/2"WING NUJ a SN£L7 6 @ 7) I '9! LL� MWHINE SCREW W/LEN01H AS PER NOTES A.2& '2120. G =-0� •.FCORV©Q;✓�� 8.2(SHEET r) Od I it N)II f .1.000,1 1 1.000 / NOTE FOR COMBIA&MON OF SE077ONS • /II J WALL/FZOOR/CEtUNG MOUNTING SEC17ONS C4N BE "J `°•` COMBINED IN ANY WAY TO sU?ANY INSTALLAnON. FLORIDA BUILDING CODE (Non High Velocity Hu one Zone) FOWLS•GIM-W MOORS aCO IND'✓ E.D. (5117 PANE E FOSPAC :zDlr rarEEQ ac 6.555'BERTHA ALUMINUM STORM PANEL L.C. (3a'Sa4DUtf FOR SPA(.OUR I FORKED CONCRETE— (2.25 DEEP) aRAwx BI: FLOOR MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC p7/a4M REQUIRED ,—.� M WEST RGVS OR" SECTION 5A scut:J/B'- T' axxs�^_ ,Q/Ne. OrST P w A 7 1 7ESnN0 Q ENOlNEERlNC COMPANY 7-096 ,»crr. n sru PTKNtE:(sal)2D2-e2sx Par.(ssT)LXr-rns rrm.:Lwsitre-ruo.Fa::fxo rr-Tarr __ EB-0006719 1 .. tourrd• __ORININC,No�- WALTER A RllR A:P.L: Q1D u-aF r SRtET t OF tx FLORIDA tic. ss16T POURED CONCRETE PO EO CONCRETE CONCRETE BLOCK WALL ♦ Y'w'J' CONCRETE BLOCK WALL REpJIAEO ♦ LTnr. . RE4IAREB ♦ 7 POURED CONCRETE—. •1 d ♦ e CONCRETE&OCR ` 2'r J•r.093'J105 H-14 OR — WALL R£ONRED 6063-16 ALLOY Cont.AWT.ANGLE \ WITH ANCHORS O 12'O.C. CONCR�•\ f r W R IXf ♦BLOCKI !i CONCRETE OANCHORSETE !-2.500.2.501 ♦ ♦• ♦ ♦ �! li o 12•D.a —11 �IRn 1 7 {T8 r'CONLYt£TE L j `. . i.i \ 1/4 GAP + 0 120.a r VARIES 3' :7- ♦ —L 1 I 1 REOD�ED ALWAYS -•��"1 LORO 1.000 Y ••� 2'r 4'x.725' rf: i \\ OR©-®GR® ALTERNATE LEG LGCATRJW •• S'Xar.,\ \ 1. TO 2'r 5' JftlS-Hff OR 6063-76 ALLO.- \ - 4�r�i cane.AWr.ANGLE'OR Cont Num.ANGLE }� OR.060'J105-HI54 N, ,,• SHEET METAL Arum. 114'!BOLT 4'r 4•r.072• BfNY PLATE O 24 O.a 1105-24 OR 6061-T6 ALLOY W/.EtCKNUT CnnE Num.ANGLE CASE A Pta 1 SCALE. 114- ,- CASE B Plan) CASE C (P/ani T4CASE D (Plan) SCALE. '= r' Ila: a ,. END CLOSURES DETAILS SCALE' 114'- 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH L POURED CONCRETEGR CONCRETE-. ( POSJRON+) Mn SCHEDULE FOR A GIVEN PANEL SYSTEM POUREDCOArWr TAPCON ANCHORS OR OR CONCRETE BLOCK ALL POINT SOLID-SET—� WALL REilLpfrED MAKTANM Mor.PANEL LENGTH (SEE 5CHEOULE FOR SPACAlrj , ASD.DESIGTT L(R.) t XOZE:StLAP a4P(T�j T --1 PRESSURE RATING i REMNN CLOS[D AT NON HUMCANE COADTTRTAIS. yyi+ MOUM/NG W/y�♦ MOLRLANC W/ WALL NOU W/ a 'h'NFAOER V T•HFADL74 G` COMPONENT S Al� COM. O +30.0. -30.0 12'-11' 12'-tr' Ir-n• +30.0, -35.0 12'-f)' T2'-11" !2•-11' 1• ----_� STO GASB �f'urNTMuv � ( TO cL.rss SEPARA110N +35.0, -40.0 12'-0' 12'-O' 12'-0' TO CLASS ,fur i ^' ' 7W JG a, +40.0, -45.0 T 7•-2• 11'-2" T T•-2' � L� � � �' �O 1 POURED +45.0, -50.0 lo'-7- TD'-4" To•-7• �M r OR '� CASE E (Plan) I o CONCRETE �",/ l BLOar SCA,F 114"y 1 +50.0, -55.0 10'-0' 9'-4' 10'-0' / `^' REQUIRED Pt}uREp CONCRETE +55.0, -60.0 9'-7' 6'-s' 9-7' OR CONCRETE mora- x SECTION ® STUD t (DPEN PosmON;j WALL REOLRRED —. TYP. TOPJBOTTOM +60.0, -65.0 9•-2- 71-91 9'-2" ��ANCHORS OR M � COM. IIINEN`uy (SEE SOLO SCHEDULE EOR SPALYNG) `(OPEN P651RON �Q1 R• j'=y t65. -70.0 8'-9' 7'-2- 8'-9' 11 WALL MOUNTING INS ALLA ,JG SF''.!� -75.0 8•-6^ 6•-8' 8'-6' SECTION r �yp•4g167 FLORIDA BUILDING CODE (Non N!h Velocity Hurricane Zane} i 62617 RLT=INC 0.050"BERTHA ALUMINUM STORM PANEL La-80.0 8'-2' 6'-3' 8'-2' SCALE:518'= 1" T.*, (2,25'1 DEEP) ORAxM Br.• NO MINIMUM PANEL LENGTH IS X-01 �L�� r• EASTERN METAL SUPPLY INC o7�4m- r�,•, NRt�;` fiy �y E�j V r�1 e. 4268*m RO/OS DR" r LS47E TESTING A,ENGINEERWO COMPANY �'�+AHTL{/Tril}l�Nsl•41• mt r PnMsA�_aNEST PAW"4"'4 FL 336u7 .;ra!M)!a (55020-826FX (561)a4m sra. -IIIN0G9= aDeVTsrmvai6 - -_ EB-0!106719 WALTLR A RLLR FLORM LSN[[T 5 Or 11 x. 44167 - rY yrsaxOLE Laeo ANv PANLL. .MA.XIMUM A S D DESIGN PRESSURE RATING (p.S.,f} AND CORRESPONDING MAXIMUM AW'C'H01,3 P� A Gam' = Q L 6/N tLND LRPST eE 1tRurm u Poe SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE :BLOCK STRUCTURE'S + E. D, EDGE Dl51ANCE gFJtmOLF Gv stilt+. LLQ4aW ANCHORS SPACING FOR E.a -3 112'•• RFPIIGtBtE 7O WS" ASWZmalL1 MAXIMUM ANCHORS SPACING FOR E.D.-3 1/2'u ZALOC PANE. DESIGN. / TAFCONS RED NO T w'K-M Spl/O-SfT PANQ/NlES Cr TIP-GRIP CON&NA VONS g LENGTH PRE5S71RF lAPCONS R�OYrNbYXJ CAM-IN SOUo-SET PANE ums OF TAP-GRIP SECTIONS f& PAPRUIABLE To �L ' TO TO To Ri to Tb Xi , TO TO TO to TO of TNUJ RinNG COMBINARO LENGTH (P•6't) NASGNRY CVNCRETE LNSONRY L'OHAPE7E 1LASONwr cONCA'ErE'tLls6NRr CONCRETE'LMSONRr COPCRUE M&'WAWr 'L'(R) (Pat) =00ROr "LWWr COAVMW.u.sa wr CO�rE WSroOMW CGAr4M NATo miL4r CaKORE7E KI T cmY Err N+iS M'RY OF rxEv 2'ffiJ 12' _ _ _ 12' - 12- i _ 1 (Top) 12 I - 12"++ - 12• ; - - - 12' - 10' - J(TOP) 10' t2ix" 1z' r B' 12' rz- 12' 12' 12' ;to 1/2' r.e(BOrTON) 12" ' 6• 12`++!"!2' IZ' S• 12' I2• 12` 12' 11 r/x.j 6 r/1' r.9H'(BOTrOu) • I _ 12" - 12' 1 r?` 12' 12' 12' - 12' - z 9+(TOP) t2` i 6- rt'++ - 12' 12' 12' ; 12- 12' - 11 1/2'-1- - R 7(.P) 12` 12'++ 12` 12' B" - - 12 12` 12' ;10 112' 2(BOTTOM) 12' 6' 12'++; 12' 12" 5' - - t?" i f2' t! 1/2':6 T/z` z(BOTTOM) • ++ _ — !O• t2 12 rz' g' 12' i 12' ..12- 10 1/1• 24(BOTTOM) r2• 6- 12' 4 5• - .- 12' 12' N r/T' s 1/2` zA(DOTrOY) ,r35LL -4a 12' - 12—+-- J2' .. _ _ 12• i - 12` - 3&4(TOP) 8'-O- +JS.a-40.0 12' - 12 - /2` i - - - 12' - If 112-; - J h 4(TOP) -- OR_-, _12 ! r0- t2++ 12' t2' B• _ _ l2' r2- 12- fro r/x` 3(oonou) OR 12' s- 12'++i rz` 12' 5` - - 12' 12' It 112' 6 112^ 3(BOTTOM) '. LES r2" TO- 12++. 12' !2' B' - - r2` r 12- 12' 110 t/2' 4(BOTTOM) LESS LESS r2• ; 6` 12++) 12 12' 5' - - 72` 12' Ir t/z' 6 r/x- 4(BOTTOM) r0 12' - 12' - 12' 12• - fz- - 5(TOP) 12' - 12'++!; - 12• € - - j - 12' - it t/2'; - 5(rep) r2' 10' 1x'++ /z` IT B- - - r2 12' 12' ro 112' S(BOTTOM) !2" 6` 12`++! 12` 12' 12• 12' 11'112' 6 t/z' S(BOTTOM) tY - - - 12' - - - 12' - - 6(TOP) r0• 1 - .. - 10' - - .. 12' - - - 6(TOp) 12` - - - 12' ....6(807mw) 11' - - - s(BOTTOM) 54 7' _ rr- .. _ _ 12' - - - 7 Y _ _ - 7' 11" - - - i2' - - - 12 - - .. 7(BOTTOM) 7' - ,. - 7' _ - - t0• - .. 7(BOTTDM) rz' g` T2' !2' r2' !2' - - (1UP/BOTTON - - - _ $2" - 12" 12' 1z" 1z• ++; 12' 1 - 12 - 12` ' - - _ 72' ! - 12' _ r(Top) 12" I 8" 12'++. 12' L- z��— I �— + ONLY TAPCON ANCHORS OR ALL PONT SOLID-SEr ALLOWED FOR NOUNONG SECRON 9. i 6' 12 12' 12' 12' f2' .8 1/2' 1.e(BOTTOM) ++ ANCHORS SPACING ONLY VALID FOR 2AAWC NATION 12' - 12-++i T2 12" ! 12• r2• 12` 12 i - 12' ; _ 2. 9F(Top) __ ++ _ ., S • SEE SHEET 8 d'9 FOR ANCHORS TYPE d SPACING 12` 8-, fx' 12' 12' 6- - ! - 12' 1 12' 12- �8 r/x' z(BOTTOM) FOR HNSTALLAlIONS INTO WOOD FNMLE BUILDINGS. it n 12' ` 8' t2' j t2' 12' S' - - 72' tz' 12' 18 1/2` ?A(BOTTOM) •� MAXIMUM ANCHOR SPAI'INCS ARE VALID FOR J 1/2'EBG£DISTANCE. �1 +•' ti ++ FOR E D.LESS THAN 3 112;REDUCE ANCHOR SPACING 8Y ,g�.��.•'�y�aS,t't +rsa-40.0 !2 j - ,2` - f2" - - - 12' - 12- 7 - J X 4(TOP) MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLONM +r: ! FACTORS (ACh.E.D.FOR CALX-IN ANCHORS 3 ELCo OR 12' . 8' 12 12' 12' 6' - - 72' i 12• 12' 8 112' 3(BOTTOM) J8'-0- PANELAL4TE IS 2 112;AND 3 112'FOR SOUD-SET ANCHORS). % LESS 12' 8` lx•++t 12• !x' 6- - - 12' 11. 12` 18 112` 4(BOTTOM) TO `*•. �'/�j",_�' ++: - r0=0' FACTOR 'S f � t2" ` - J2' - fz' - - - 12' ° - 12' ` - 5(TOP) ACTUAL E. D. �•,. a 11 TAMAC N4VN !?• i 8` T2`++: -t2' 12' 6• - rz' 12` J2 �8 112- 5(BOTTOM) TAPCON CRUX-1N SOLA)-SET cF rw-GR+P " /C`••;V •' \�,6� 12` - - i - 12- - .. - ... - 12' i - - -- 6(top) 3• - .86 .75 .78 1.00 s`40NALti�d' - 12' x t/z' - _71 so - .Bo g• _ - I _ g I _ _ _ 12' ' _ .. _ 5A 801TOM 7 2' - .50 - - - 9' - 12` - - - 7(BOTTOM) ...r..._... I 112• .J5 - - - - rz' 6 rz tz 1z' r2 - (rOP/sorrou Fl OR/DA BUILDING COD£ (Non High Veloopy Hurricane Zone) ^2017 TATECO,OH¢ 0.050"BERTHA ALUMINUM STORM PANEL L.r_ (2.25"DEEP) ommr BY, EASTERN METAL SUPPLY, INC °'�,'ATED IL E C O m..� .268 WEST Rawl ORNE TICCIT TESTING&ENGINEERING COMPANY MEF PACK r1EACIJ n.-V407 aua NR a6rx SSrr..,,s'.x�YfGKAr+..caw_s a ures PRONE(ssT).W-6zsr.FAX*156r)64r-nr6 17-096 _ Me :(wTHT-ran.r:Ornbrr-Tarr n.:« «R anesnor _ G¢11NRG'No— — EB-0006719 WALTER A"'Ur "-PE cao rssx4 /TNT FLORHM U_ITHt6T SNETT 6 OF 14 THIS scrsxwrL'OKW-iTES REIXllRED ANCfOR SP.ICP.0 10R A CMO/ASA DExrw e610 Ano PANEL 1£ncnr. MAXIMUM A.S.D. DESIGN PRESSURE RATING (I)s F) AND CORRESPONDING MAXIMUM 1foMtlm AXXIRui PAKL LENCR7 CDA A NE. D. _EDGE DISTANCE ASD BESAYt LOW MW 1TIUTFO AS PM '- SpIEDLYE ON 510,ET 4. SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • -"tS" r Ar y;. MUIM41M ANCHORS SPACw6 FOR£.4 o J 1 1 • /2-sr rJ �Ly�OIUM I • MAX/MUtt MiXtuUY ANCHORS SPACING IDR E to-3 t ' ASA APPI:t".t&£TO YIYandt DESIrw 7APCWS RED D Lw Lr CAOf-w SOOO-SET PANELM TES aF SAP-GA/P swnaNS/& PAN¢ OEs1GN r.00QVS 2A741C MAQfNr CALK-w SOW-SET PANE[AG17f5 ClbVf-C. pRES'SUR£ NO COME#lA IEHGR! PRESSURE RED No.arN{6bLr A to To TO { m N ' TO t0 j To tb to w ro OF THEM %"(R,) �y to to to ' TO To To To TO To To To ' 02WETE:U45M VY CONC%ETE!MASOAWY C0hXff7El W6ONRY C0ACRETE t MASONRY CONCOW E MASOOY mxRETE fAASLKTlY cmvm7E j uAsaw cauvm YASD" CDNCR m 1 Amm cmcftw MASONRY CONCf W MlWWY Ca'KRETE I 7 -f 12• ' - I2•++I _ 11' j - - - f2- - I2' - t (TOP) 8" I - 7.++! - .9 - - - 12' t2" 6• 12 +f 12 12' 5' 12` - { r 12' !2" ; 12' 12' T f. 9+(807rON) l2' 5' 1I'+ t0` !2" 4' 1- 12" 12" 19 l/2• g• 5• ,4 @'( /1ro:Y) 12' - fz + - 12• - 12 j 12- 1z' r - rz` - z s+(TAP) rz - s•++ - rz rz" 12" - 9" 2 9+(raw) ++ 12' 6• 12' /2- r2' j 5' - - 12' J2' 12' 7^ 2(BOTTOM) 12` 5' Its+ 10' 12' i 4- - - 12` 9 1/2` 9' 2(BOTTOM) 12' 6' r2++ r2' 12' 3' - - 12' i 12' 12• ( 7` 2.A(801TOYJ 12- 5' 11'++ !a" 12' ♦• - } - 72• 9 1/2' s• j s' 2A(80TlOM) +,IS.O.-400 12' - t2'++j - 11' i - - ! - 12- - 12' - J&4(TOP) 8'-0' 4550,-6a0 12` - it + - 12' _ _ _ 12' - 9' 4(TOP) B•-O- TO !z` 6` 12`+: 12• t?" ! 5' - - 12- !: 12' f2' 1 7- J(BOTTOM) OR TO 12- 5• If-++I. f0' 12" 4- - - f2' 9 I/2' 9' 5' J(80T") OR --t--- (E55 LESS +M0.-60.0 12' 6" 12•++�12• tz• i 5- - ! - 12 ! 12- 12` ; 7- 4(BOTTOM} +71a-80D 12• i 5' f f`++ JO- )1" 4' - - 12' '9 1/2' 9' 5' 4(BOTTOM) 12' - 72"++I - 12' - - - 12` - 12' 5(fop) 12- If++ - 12` - - - ^...._�...._ __. _ i - tz- 9' 5(TOP) 12' 6" 72`++ 12" !2• 5' - - f2' 12 12' 1 7' 5(BOTTOM) 12• 5• 1t" IO` t2" i �• - ! - !2' i9 1/2• 9- { 5• 5(BOTTOM) ra' - _ - 10' j - - - f2' - - - 6(TOP) 8- I - - - 10 J/z`� - - - 6(IOP) r _ D• 12- ! - - ' -' 6(DOTTOM) 6' _ - _ 6• - _ - 8' ! - - - 6(BOTTOM) T - - 7- - - - to 1/2'F -4 - ! _ 54780170. .5• 1 - t - 5' - - Y 7 1/2-; 6" - - _ - 6• I - - 11" 7 - - - 7(80170.) - i - 12- - 12• 12" 12- 12- 6 ODP/80170.) - - - - Iy - .. 12' 12`.._ 12"�It. - - Op BOTTOM ++: 6- ! _ 5-++! _ 6- 1 _ _ _ 9 1/2- - 4- - 1(TOP) 5` - +' Vfo, _ 1 _ 8' •`{ - 3• IJ 1/2- f(TOP) tl' 4" 9"++� 8' t7' 3" !2' ! !2' Tz• 8' 7 112"': A- 1.9+(BOTTOM) t0' , 3` 8-++ 1z- 12' tz• 6 I/2'I - 7, 9+(DOTrOM) 12, ! _ g _ 1I' - t2" 12• 12" - 7 r/?". - 2.9+(70P) to' 4 - 7'++Srz- 12` 1z- - 6 112`i - z.9+(TaP) It- 4- 9-++ 8- 1f' 3- - - 12' 1 8' 7 112• 4• 2(BOTTOM) 10' i J• - - r2• 7• 6 1/z`.J r/z' z(80710.) If- 4- 9' ; 8• 11- 3- - - r2` e• 7 i/z•. 4' zA(80T70M1 10• I {• 8,++ - f - 12" 7` a 1/2-;3 r/2• 2A(BOnoY) -1ao It' _ g-++ - T!' 3 - _ _ 12` - 7 7/2 ' - 3&4(TOP) +5101-TTt0 to- ! - 8'++` - to - - - - ._ 12• ` 6 112'1 - J&4(TOP) TO '77" 4' 9"++r 1 - 12" ! 8` 7 112" 4' J(BOTTOM) 78'-0• to ta- J' 8'++ 7- to- 3- - - 72' 1 7- 6 112`i3 1/2` A(BVITOk) +550,-60.0 11" t 4" 9'++ 8- ]!" J' - j - 12• 1 8• 7 1/2.1 4' 4(BOTTOM) TO +710.-80.0 to, 3• 8-++f 7' !0' 3' - j - 12` ' 7- 6 112-.J 112- 7O 12' 7 r/z^ 5(TOP) to' 8• to" 1z• 6ilz' 9-7N' C 4' 9'++ 8• t!' J' - - !2' 1 8' 7 112' 4' 5(BOTTOM) 9' J' 8' ; T 9" • J2' j B//?' 6 112'3 I/2'6" - - 6' - _ _ 8 1/z•' _ _ _ 6(TOP) 6- _ _ _ 7 1/2'' - -5" _ 7' 6(BOTTOM) " • 1/2i - - - 6(� ) 4- _ _ _ 6 t/2-1 _ - j _ SA780TTDM} 4` j _ _ _ 4- - - - 5 1/2' 5• _ - 6 112-1 _ _ _ 7(BOTTOM) 4• _ _ _ 4- - _ - _ 6• _ _ _ 7(BOTTOM) 12' 1 12' 12' 7 6' - - 8(7OPABOnOM _ _ _ _ g- 12' rz' fz- s• - - (rcw/Bono.) FACTOR + ONLY IXPCON ANC iOfiS OR ALL POINT SOLJD-SET ALLOWED FOR MOUN17NG SECTION 9. ACTUAL E. D. 7.utAc ++ ANCHORS SPACING ONLY APPLICABLE TO 2AY4C NauN ANCHORS FLORIDA BUILDING CODE (Non Nlgh Volac( TAPWN JDwAmr a eR-r+ SCUD-= Cr TAP_" f(Mfr(CORa ZORB �� 7&8 FOR ANCHORS TYPE&SPACING FOR rNSTALrAtloNs Aro WooO FRAME 02017 RLm�;wc. 0.050"BERTHA ALUMINUM STORM PANEL �a ANE1A 4w •* MAXIMUM ANCHOR SPACINGS ARE V"FOR J 112•EDGE DISTANCE. (2.25" DEEP) DRAWN 8M 3` - .86 .75 .78 7,00 FOR E D.LESS THAN J t/2;REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING 07125117 2 112- - .7t .50 - ,80 Minn.(mkL E O.FOR GAUc-R1 ANCHORS&ELCD EASTERN METAL SUPPLY, INC txTD PANEfAIAT£IS 2 112'AND J 111"FOR SOLID-SET ANCXORS). 1 L E C O T FIC. 4268 WEST RODS DANE _ _ _ FOR THIS OPERATION 70 BE MAO£REDUCED SPACINGS RESULhNG FROM APPLYING ABO4£ T1WT TEs11NC#[NCINEERfNC COMPANY WEST PAM 6FACK n-.7,1147 7• - .50 FACTORS SHALL NOT RESULT ON SPACINGS LESS THAN J'FOR ALL ANCHORS(EXCEPT Rus uY..7aw ss..sa sa VAGWA yvmv¢n AN" FNOTE(560209-826.x FAX:(561)641-1716 rf-O$s Pnun.:Lw7,mn-rs>a.ra.:fTWTe7r-r67r +4.5•FOR RED ND.OYNABOLT ANCHORS). ED-0006719 A� "�"°' errs Anw _ cmrru. _ —ORAWI.'CNo--_ - I r/T" .35 - - - WAL7ER A iML1T Ic A.E 1 -!"'_ - SHEET 7 Or 11 ncwAX L'e_ _ss167---_-.. q !- r•x z'x.225•(xr,J ALUM TUBE W/r/i•r t+'Y UC St'REWS 06, 11410 UC SCREWS O 6' LAG SCREWS a 6'ac O.c W/7 r/2'Z. -w/r r/2' TNREAOED r/<•0 uC SCREWS a 1/1.0 MG SCREWS O c.w/r 1/2'Mn r Pa9ErRA170N ro casn G NTRFADBD PENETR.N TO f 6*OC W/r 1/2•Mn. 6•D.G w/r r/2•xrn. ETOSRNG°WDOD HEADER TO { EMSTTNC wow READER. Wt�Ot1 trF+SO£R THREADED PENEIRANON TO 7HRFAOEO PENE1RAr/ON TO Exxwv WOOD READER. OTLSTWC WORD"'EAGER. M- /J. AGvy 0.230• °.230' .300• 0.230" .300• 0.230• , Ma+. Mor. 4 Al- r # L Xow � .3d]' �� l o.s°9• � � osoo• J. Ar Scone. i rc•r i S Cont Mh 2' _ z• 3 1 . .,-: ! ; ,..•. ' J 3 ` ;U: 1 :. Cant. m WOOD HMO? I Cont��n WWD HEAD 14i, O� m .RMODEQa HE 1 EV 1�+ ••'RHOW£QU HEADER n '—REOUfRED yr I'F6NNUx B 1 p 4 Cr SEPAM ro --srPARATmtr rG g r,�N sEP To— � Lr GLASS ALTERNATIVE 1 =` - . TFX SCR TEx SCREWS a 6-O.G.-. 1'xwTMUM• i 1'MN/XUN 1/+'9-20 x 000• J SEPAMWN TO SEPARATION TO BOLT W/ �+ '-'r-•: ;-r. a GLASS GIASS 7/8'O x 3/22• �' .' ' + r 7/e•M x = i a WING NUr O a J' I 1/+^0-20 x .J/3?•! 1 3E :wn. ! J'• Mer O EVERY 7/a'a x TEv2ERDr s�o a t r' 7/e'i r s/32 X nmi. srtm o T2 ac� 300'; I 1/32'W'w /' WING NUT O i l 1•}; 't ' STUD ONur 0 IX12R'ac j j r /EVERY STUD O Cane. 1/+•0-20 r J!4• .EO 6' t3IXIs r 0 Cont. WO00 SrUD t 121 .WM NUT O Q ! 1/! S.S O 24'a C. /2'O.C. M \ [o 1 ',• T -.{ �7�ConL wow•a c !t �C.l'-D/TS O ra^"O.O REQUIRED ED - 7A Cont. 0.500 r RE EO c C-L W/NUT h WASNER '!14'0 LAC SCREWS O 1.000' 20 Cant r� Y x 4'x.t23' Mm - t'x!-x.125• M 1 I'0 LAG SCREWS O 6' ( •� ff'O.G WJ t !/2'Xin. 2' FLAtF tt 7/!0 LAG SCREWS O 6' r f O.G W/1 1/2'x n. WOODw D 0. :. .., -T3 Num. RUBE(Cont) ( n•�(C-f.) O M/DW(DNr OF PLATE REOURED I TNAFAUED PENETRANON O REOrT/RED ,� .wry �'-2)1/+•d LAG SCREWS O $- t `606J-TS N m. TUBE QC. W/1 1/2'ATuy 2'r+'PLAIE^; • TNREeGEO PENETRATION O REOLTTRED MOW GIN OF PLATE (z)7/+'0 LMC SDTH O O I CH STUD(A#MDN1 OF EACH STUD(x/OWIDIN OF utOWTDTN OF PLATE. r SR/D.2'M'n.AtlN1hN1J AN° 2'Xin.NOM AND STf/4 1 w/?"lOir. N'RFADFD PENE7RARON 1 INTO EvSRNG SN/D. W/?' n 7XAEU)E PFNt717ATTON •-ONTO IXlslSTLVC STUD. ALTERNATIVE Z ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON I•miumm iT SECTIONS A SC"; 1/4-- 1• EXISTING WOOD BUILDINGS SMUZARM 70- GLASS O -_--- / 60[75 w/7/e v NOT£5: 123 0.WIITC N(TT O .` Q ' S• �.'R'91 M7 I. /NSTALLATIONS ARE ONLY VALID FOR MAX.AS.O- DESIGN PRESSURE P-LiRATING UP TO+SS.O, -72.0 PSI AND PANEL'S LENGTHS UP TO 9-01. —A �+.�"'1' '•.�Of 2. FOR WOOD FRAME CONSTRUCTION• WOOD MEMBERS TO 9E r 7 cone. 1� SOUTHERN PINE Na. 2• Wj SP£CtFTC DENSITY OF a55 OR EQUAL. awo- 2•x+"PIAT£ 0.0 w/LLAC SCREWS�0 6- ,. �r7�y At�61� R D IT11VADED PENETRARON o FLORIDA BUILDING CODE (Non High Velocity Hurrlcone Zone M°"°ttr OF PUTS NOTE FOR COMBINATION of SECrmNs rso+7 RLIEca me 0.050"BERTHA ALUMINUM STORM PANEL cc. --- 1 • WAU MOUNTING SECTIONS CAN BE COMBINED (2.25"DEEP) CRAWiI B/. IN ANY WAY To SUIT ANY tNSrALLATTON 07/26/17 ALTERNATIVE 3 Z��� 42M EASTERN METAL SUPPLY, INC ate:WEsr RMS OR" T/LUT TESNNG h ENGINEERING COMPANY WEST PALM BEAM,n-55I07 sm Rr. st_aew mt waxl aaiws.n sura PRONE:(561)209-826.;FAX:(667)8+I -1716 17-096 wM71—rSM.lir:nalJQTtMSSt an tocrmr uG __DRAH7Nr-No=-_ _ EB-0006718 WALTER A ML1T Jr.P.E as la±a(1— ArVA -x� - flaR@A-1' SHEET 11 OF T( �e 1/4.0 LAO SCREWS O 6.0. 1/1.0 LAG SCREWS O 114'o LAG SCREWS O C W/le'an.THR64M 7-}/(-a-z0 Etco 4'a a w/r 1J2^M;n. 1.O. C.W/1 }/z•M;n. PENETRA N TO MSTIAC 9000 I mold/feMe mTNREVIEO PEIYETRATpN �` TNRCIOED PENETRA77ON PAt1EZALA7E O J7• HEADER. TO EX1St7NG WOOD BEAM._ To DUSTING WOOD BEAM J Cant. O.C.O (!) & - j O 6'a a O Q 1 OPEl4 POStIK1N•) \ a-(Arnr.)EXISTING •\_ 1'x d'(M:n.)EXSRNC +WJ t TJa'Min. WOOD 6EAU REQUIRLD. R£ 7/4^.a 1 S.t70LT5 S PENL7RIDON } EO L+-EO STRUCTURAL ADEQUACY EQ• £O WDOO BCW OURTfD. r2"O.a W/NUT RWASHER /4'1 CAG SCREWS O STRUCTURAL ADEQUACY i 6'0.c w/t 112'Arm, TO TTE a'EllSZINIG WOOD, y OF 60SONG NOW 6MAt ��-- 0.250' THREADED PENEMITON TO BE RED ENGM'EFFT OR TO BE CERTMD BY TOE 515 WOOD REGISTERED ENG TO RECLSTEREO ENGINEER OR. HEADER. SHUTTER RBTRLR To ARCHITECT PRVR TO 0.500' —T ( I ( CONT. SHUREN INSIALURON. 2= Alar. 5 Cone. 2i . + 2- 'T JYWOOD HEADER S ft �:•.: ;:• AEN. J 9 REQUOM , �n -c.., ;~ CML , 711.1-7//0 x J�Y- l WOOD HEADER _ _ 3/J2'W7NA/NUT 3 Cant I M/N/Att1M REQUIRED i 2WOOD HEADER - 0 12.0.a SEP�TD k7simumA O 6'O. MIN/tdUM C•` 1'MINIMUM tTEOUtRFD �• R SEPARIDON TO ! 2 SIX1 IO l r- GLASS SLPARADON T CLASS �u ALTERNATIVE 8 GLAD 1"MINLMUM 4 i SEPACLASS TO t CONT. l ? (l 714o RW BWLL'EX yRj -4J 4 TEK SCREWS O 6•ac. x g � JWING04 EO ___ f p,--... t Cont W,N70 DECK y, @8 OR 9 RREO 12•a C. j ___ ' f0�._ }• rREOUIRFA j Cont r-- J' ;F500.9 i }11'.LAG SCREWS O .ti IR- Min' �+Wn.Cont. '.�-•-//1'1-2D ELCOAft �...or 7HREAOfOWP/ENE7Ye1/2 770N �l mmak ` REOUJRED O MtDWN1TH Of PLATE /f- 0.5A0' r WTiOp PAoNEtk/AIeGTE O _ ALTERNATE PurE O.a W1}7/a'8' 1 \ E !EO i LEC 40C4WN REQUIRED mm PENEMITON O �!-'� 7 4'0 IAC 5CREWS O G.J 1`1 IAC SCREWS O —600Sr��i {� Min. M�morm 0- � (OPEN POSmON') 1 O.a W/} 7/2 Nfi. 1'O.C. W/7 1/2'MJn. J�/,72-WWI N1Bitr WOOD 5810 II �t--Y'1�in.--I DIREAOEO P£h'flkt7HIN. TNRE4060 PTNETRA17:W O 77-O.C. O 24'50 a t/1-1-20 S a SOUS O REQUIRED I �-12'0.C.W/NUT k WASHER r' 1 M1NlMUM 1 ALTERNATIVE I ALTERNATIVE 2 11 Cool 4-SEPAR41I0N I• 4•..12.5'(Min.) - TO GLASS PE ` 606J-T5 Ala-DBE(C.M.) . 1 CONI �_(2) 714 1 LAG SCREWS O ALTERNATIVE 10 TCEILING & FLOOR MOUNTING INSTALLATIONS • EACH SRO(M/DAIDIN WD , W/a•x 11112- EACH 2'Ar RTREAOEo Eo• /T� .EA STUD SECTIONS $ srALf NOMINAL)AND W/2-MM. II •7, ALTERNATIVE 9 PWEaTRANON JN70 EXISTING ED rr �3l. +e'og:SNAP CIP®TD ,wwJ -_V voEW.-l REMNN Ct05£D A7 NQN WALL MOUNTING INSTALLATIONS W=000 "L ""E C0N01T°NS' 187 PLATE SECTIONS A SCALE. r/4-- } R � �✓(a° POSmaV) / • k C - �� 1TEdf SECTION STUD TYP. TOP/BOTTOM NOT£FDR cOMBrwrrox OF sEcnpNs: ALTERNATIVE 11 ? 'sI0NA4tiN�,t�''� FLOOR/WALL/CEXING MOUNTING SECIMNS CAN BE COM81NE0 IN ANY WAY TO SUIT ANY INSTALLATION. INS TALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) c201777LWM w0. 0.050'BERTHA ALL STORM PANEL L. NOTES: (225"DEEP) 0R+W7'7 a7: I. INSTALIA71ONS ARE ONLY MO FOR MAX.A.S.D. DESIGN PRESSURE /'��''� ..t 07126117 R477NG UP TO +65.0. -72.0 Psf AND PANEL'S LENGTHS UP TO 9'-0. j �_--� EASTERN METAL. SUPPLY/ INC aim. 2. FOR WOOD FRAME CONSTRUCTION.• WOOD MEMBERS TO BE SOUTHERN L '�T N C' 4261 WEST RMDS ORNE nl1TT TESRNO R FNGfN££AdHO COMPANY WtST P'M'W BEAat TL.JJ#, PINE No. 2, W/SPEC117C DENSITY OF 0.55 OR EQUAL sass Jar,.aa sn..mx wrr cvaeta,n 11JG7 PNatiE':1567)204-F263,FAL•(56r)94t-1776 17-096 E8-00067!9 rt`•." a�^1°r a.rt w.w o�mr---nrt--OR.1WiMU^'Nn WALTER A T1LL(T fI.CROA- k.P.E,... e..._ 5H[U7 72 O!14 — -' -44167- __— �---___-�_ __�--_-� _�---__-_� _____- T ' ' . . _ - - - - - _ - _ _ _ '^ __ __ _ _' __ _ -__~� - -' _ - __ _ -_��_ _ _ -_ _-'_-''-_-^�.--_'--' ~ 1/410 S.S.LAD SCREW !/N.r�W6Yj O 4'O.G W/I 1/2'NLN. 11+10 S.S.LAG SCREW lIEPE �s MRFADEO PEN£TR11R1N +ALTERNATIY£LY, JRACK m MAY B£ATTACHED O 4'O.G W/!1/2"AM.. ]�,Q— TO HOLLOW CEILING AS PER DETAILS SHOWN THRFAOED FENE7RA17ON ` ��� ON AL7ERN4TNf 9A SHEET TJ WOO B'(EE.) RED, •E �''•�� WOOD BELL ADEOU40RECURED WOOD BFAYOREOU/Rm. ............ • � SIRLTC7URAL ADEOuaCY 57 RLlCnVAL ADEQWCY OF IXBTNG WOOD of IX61ING"m ' 1/4I S.S.LAO SCREW 8sw,o BE CERTinED BY REG6rEM ENGINEER 114-0 SS LAO SCREW SM TO BE CERnNED O MRfi10FaR D PEN/'IRADON OR ARC7TRECl PRIOR / \ T' ; O 1'QC.W/I 1/?"E(DL By r- 0-1 OR ARCEOTECT PAlOR / \ f•F "'� ' TO SNNTER NSTAILUION.`+/ MRFAOED PINE7RAIKk! 70 SNURER HSTAWTON NII- I 0.25 075 025 I .k f '•.E10RN, i L onL I C-1. d I `�t ; 'iii ytd i m it p 4 SEE SWE'DULESEE FOR Nin. 1 g&NO FOR"MI. ! 1 2 CLASS SEE'SCNEO ; FOR M. TO GLASS I SEPARAWNfAs, SEPARATION £py�NG SEESCNEDULE I Ol SE RAW I ' GLASS SEPARABONGLASS TO CLASS I J/4 O`! r ' 1 _ i ' i �^ I DETAIL L i ® 7/e•r J7w �ao32,f ra 7191"0z- © 718-0 KING WING Pur o SEVERY WING NU,JOEVERT 57M �T 0ER SND CntO 12"0.0. O 12.O.G O 12.0.G i Cbnfaft" / Jz fi Q G ALTERNATE ALTERNATE cont r i cont.T'" � -LEG LOCI ` -LEO LONZON ' 1.115' -� 1.F25 e L a /.125 i 1 z•.8' z'.8• ,, , DECK —MOOD DECK —MOOD Dec. L2•,6' /- REMIRED I. ' REOOaO<D HOOD CFLK ' I T•+e' r•-+ REOLARED .J—WWREQLWM r `IN7ERj=y R6lOKI,,E PANEL 1 W/ % r/4b LAG SCREWS o 4'OLG N1E7d'ORLY REXOYA&E PAAtEl w/ ,_ 1/Ib LAO SCREWS O 2"O.C. J r/ab LAG SCREWS O 2'O.C. SIDEWALK EOLTS F DETAIL 2) L SIDEWALK BOL7S EE 2).._' W/1 112'NN. THREADED PENETRATION ( _i W/I r/z"uaL IHRFAOEO PENETAATRJN COT 10 r MRU s/Bro r/ab LAG Sl. THREADED o s•EN CONNF�TED O�III FA 5/aY A'/+ r/2'AM.THREADED PENED74170.Y HOLES AT )O 6.J15-r"NEO W/1 1/p•,LR1 17/pEADEB pENE1RAADN HOLES AT(11)O 6"QC d FASTENED AT REAR W 7/a'/c7/J2'M7NC NV! AT RFM WJ 7/BbrJ/J2'WM'C Nf? O EVERY SIDEWALK 60LT. O EL£RY SIDEWALK BOLT. ALTERNATIVE 13A ALTERNATIVE 130 ALTERNATIVE 14A ALTERNATIVE 140 CLUNG A FLOOR MOUNTING INSTALLATIONS CEILINGFLOOR MOUNTING INSTALLATIONS SECTIONS f3 j SCALE:r/1 e r SECTIONS 14 SCALE:r/s'm +• RAS- - 1/4•-2MI-S-S,SS41W.D&M �W/J/4•AOTLED/ffM,7LMFD OR Y LEDY PML/,I 16 ,•I I DWU XEY HOLE OOF d O J/Ja' W1114-20 AVT^'"FAR NOTE FOR COUBMAPON OF SECTIONS FiNaVAOLE �` j PANEL " o00aI Eo ui°ANY°wAr"T°oss�i°,w O""s`T E,R,N. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS L 3' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) i NOTES: 02017 raTEto,we 0.0$0" EG BERTHA ALUMINUM STORM PANEL ra7J'= `\ !. INSTALLATIONS ARE ONLY VALID FDR ASD. DESIGN PRESSURE RARNG (2.2$"DEEP) ORAL.er: UP TO+65.0, -65.0 pai AND PANEL'S LENGTHS UP 70 9'-0". 07/20/r7 Rae a 6 ac T E'�'O'� EASTERN METAL SUPPLY, INC wr 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD lI£MBFAS 70 B£SOUTHERN 426a WEST RD1D.S GNM {�����zf• PINE N. 2• W SPECB7C DENSITY OF 0.55 OR EQUAL. neu7 7EsnN0&ENdNe£xIdNG�COMPANY HEST PAUE eFAcn.TL-Jxol DETAIL Z - INSTAtT�7TnY / i _SIDEWALK BOLTS O REMOVABLE PANEL JRL r.vun n nrm vmwe(Ja!)2O9-A26.x TAY:(s8/mu-nl6 17-096 rJr-rzly..>e:L wr SCflL:1'_1' E9-DO05719 4mry /M/WLYG No � WK7FR A TJlUT Ji.PE an ro-a+r fLDRLRA Lie. 44!67 5728 14 OF 14 ror- plf rM / / i61- 6 - en:"? // 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 Panel (2.25" Deep)- Non-HVHZ - Drawing Number 17-094 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span is 12'-0" for +25, -25 p.s.f. and 4'-0" for +125, -130 p.s.r. for sections 1, 3, 4, 6, 7, 8, 8A, 9 and 11. See sheet 10 of Installation drawing for other spans and e by ASTM E-1996. Corrugated aluminum storm panels retained or not by tracks to provide hurricane protection. installation Instructions F 11468 R4 11 EASTERN MLTAL Si INC, DRAWING 17-094 0.040 BERTHA ALUMINUM STORM PANEL.odf. Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports 1`1-11968 R4 AE EASTERN METAL SUPPLY2cINC DRAWING 17-094 PRODUCT FVALIJATICN RFPORT.ndf r-raarpri bytnria�n nde_nt Third Party: Yes l 1968.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Nan-HVHZ - to provide hurricane protection. Drawing Number 17-095 Limits of Use Installation Instructions Approved for use In HVHZ: No FL11968 R4 II EASTERN METALS SUPPLY, INC. DRAWING U-06 0.050 BERTHA AWM NUM STORN PANEL.PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant. Yes Resign 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. DRANIING header. See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORTPDF and pressures. Valid only for wind zones 1,2 & 3 as defined Created by Independent Third Party: Yes by ASTM E-1996. 1196873-24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel (2.25" Deep)- Non- tracks to provide hurricane protection. HVH7 - Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY, INC. DRAWING 17-095 Z4 Q&AlBERTHA STUI. STORM Approved for use outside HVHZ; Yes PANEL.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida, Inc. Other: Large Mlssdle. Max. span is 9'-8" for +30, -40 p.s.f. Created by Independent Third Party: Yes and 7`2" for +70, -80 it for panels mounted without "H" Evaluation Reports header. See sheet 4 of installation drawing for other spans F111958 R4 AE EASTERN METAL SUPPLY. INC. DRAWING 17-095 PRODUCT EVALUATION REPORT.PDF and pressures.Vaiid only for wand zones 1,2 & 3 as defined by ASTM E-1996. Created by Independent Third Party: Yes 4 11968.4 Clear Bertha Storm Panels (2 1/4") corrugated polycarbonate storm panels retained or not by - Drawing Number 17-098 1 tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max/ span Is 10"-0" for +28, -28 p.s.f. A.S.D. and 4'-0" for +105, -110 p.s.f. A.S.D desgin load. See sheet 3 of installation drawings for other spans and Installation Instructions FL11968 RA II EASTERN METAL SUPPLY, INC, DRAWING 17-098 CLEAR BERTHA STORM PANEL 2.25.PDF Verified By: Amerlcan Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FI 11968 R4 AE EASTERN METAL SUPPLY INC DRAWING Scanned with CamScanner �r -Pin�f�o2d0� pressures. Valid only for wind zones 1,2 & 3 as defined byL-- 98 PRODUCT OF IEVALi 11AT1ON REPORT PDF ASTM E-1996. I Created by Independent Third Party: Yes Cdntact 5ls :: 2601 lslasr Smpe ripri. paLla.M1asue FL 32]44 �$ppj(t_4$7,.1ff34 The State of Fonda s an ft EEO m pbytr. �lldrrtdhi 20D7.7013. Mete a Fonda.:: l rtracr Statement :: &Q=lbility Statemerd Refund Statement Under Flonds law, emad addresses art pu6k retards. tF you do not *rant your e -mall address released in response to a puhllc•reeords request, do not sand electmnlc marl to thr. entity. Instead, contan the nnlce by phone 0, try iradassnal mall, 1f yav hex any questlant, pleas@ contecx 950.487 1395. •f.M.ant to sot ion 455-275(1), Fonda Statutes, eRactNe October 1, 2012, hcansea IKensed under Chapter 455, F;5- must provide the Department with an email address d they have one. The emarts provided may tx used for ce5dat commvnKatlon with the l"nsee.. However email addresses are public record, If you do not wish to supply a Personal address, cheese provide the Department wrth an emall address which can be made ovalial to the public To determ+ne It you are a Itcensea under Chaptn 455, F's-, please dkk t1jr-. pfeduet ApTwoval Attacher ®U®r Credd Card Safe Scanned with Cern canner