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HomeMy WebLinkAboutProduct Approval (2) RECEIVER FEB 0 4 2019 STI weir Ggoty, PpemMing It:� SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications PBC Staff SCIS Site Map links Search -; Product Approval ,USER:Public User '+ s` JJJ > > - >Application Detail FL# FL11968-R4 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 frodriguez@eastemmetal.com Authorized Signature Bill Feeley trod rig uez@eastern metal.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 p 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. Validation Checklist-Hardcopy Received Certificate of Independence 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 GENERAL NQTES^ NOTES.' 1. STORM PANEL SHOWN ON THIS PRODUCT EwtuAnON DOCDM£NT(P.EO.)HAS BEEN VERtf7ED FOR COMPLIANCE/N B,;)MIHMUM EMBEDMENT OF TAPCON AND ELCO PANELMATF ANCHORS INTO CONCRETE BLOCK , ACCORDANCE WTIN THE 20/4(5th EDMOHI OF 71f'11ORIBA BUILDING CODE THIS STORM PANEL SHALL BZ Be tN5TA1LFD AT UHr sim BE 1 114 111GAI V£OC(rY HURRICANE ZONES(4414411-114DE/BROWARO COUNTIES). D£StGN MAID LOADS SHALL BC Gf-TERMWEO AS PER SECTION 1609 OF THE ABOVE MEVRONED CODE, 8.2)718'CALAr-INS"I.ANCHORS SHALL 8£ENTLR£LY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO£MBTDMENT INTO FOR A WHO SPEED AS REOU/RED BY THE JURISOIC70N WHERE Th'E-SE SHUTTERS WILL Be INSTALLED AND STUCCO SIV I. BE R WAUEO. TH NO SCRE74S L15'EU SFutl. UE f I/2'LONU MINIMUM SHOD{D STUCCO ExIST, FOR A&R£CT'ONAtITY FACTOR K0.0.B5. USING ASCE T-10 fOR INSTALLATIONS UNDER 2014 TBC AND SHALL AND i'MWtMUM ft>R WALLS WITH NO.STUCrA. Nor EXCEED MF mvmfuM(A„5'.o.)DESICNPRCSSURE RA7.NGS/NOICATFD ON SNCF75 S. 10 THRU 15. D.3)MINIMUM EMR.:DMT.'NT OF 11410 r J/4'ALL POINTS SoLIU SEI ANCHURs sti4a BE 7,l8”IR7o 711 CONCRETE 1 IN ORDER TO VERIFY flit•ABOVE CONDITION, ULTIMATE.DESIGN WHO LOADS DETERMINED PER ASCE 7-10 BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED 114'0-20 5,S. MACHWr SCREW USED SHALL BE I SNAIL BE HHST REO✓CED To ASD. DESIGN 117ND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO i//-LUNG MINIMUM SNUUW SIVC(.O EXIST,AND I-MINIMUM FOR WALLS WITH NO STUCCO TO COMPARETHESr W1 MAX. (ASO)DESIGN PRESSURE R47NCS INDICATED ON SHLEIS 5. 10 INKU 15. 8.4)IN CAU THAT PRECAST STONE OR PRECAST GONCRCT PANE!S BE FOUND ON INC L'X457WG WAII,ANG'HORI SfCALL IN ORDER TO 1ER/1 THAT COMPONENTS AND ANCHORS ON 11/5 P,ED,AS TESTED WERE•NGT OVER STRESSED,A TJX BE LUNG ENOUGH TO.REACH THE.1 STRUCTURE BEHIND SUCH PANf15,ANCNORAGF;,HALL 8E AS INO/CAJCD ON INCREASE IN ALLOWABLE'STRESS FOR WIND LOADS WAS ti�j7•USCO IN THEIR ANALYSIS,A DUR47701.'FACTOR C0:-1.60 WASNOTES IN 6.1)AND B.2)ABOW.. ' USED FOR VERIFICATION OF FASTENERS W WOOD. (C)ANC!i0R5 Stt4tt 3r tNSTniL£D FOLLOWING All Of 7iE RFCOMMENM70115 AND SPECIFICATIONS OT THF ANLY0:7•S STORM PANrl;s AOf00ACY FIM IMPACT AND FATIGUE RCS/STANCE HAS DEIN �VRIrID IN ACCORDANCE WITH SCCTON 1609.7.2 MANUFACTURER. OF T11E ABOVE MENTIONED CODE AS PER A71 REPORTS 1 1128.07-00 AND 10610.02-05,AS PER SSTD 12-99 STANDARD. 7. PANUS MAY ALSO HE INc7ALLE0 HORIZONTALLY F0110WING INSTALLATION DfTAII S SHOWN ON SECTIONS I THRU 9(SHEET 3& 2.ALL ALUMINUM:.HELI METAL PANUS 51[444 HAUL'_654-11J2 OR 3004-3434 AU-(7Y 5 OF 15)EXCEPT TFNI HLADFH.S 7, ,7& 4 SHAY NOT BE USED ,1.ALL AUMINUM rXMI USIONS SIrAU BE ALUMINUM ASSOCIATION 6063-16 ALLOY&IrMPFR UNLESS OTHFR67SE NOTED 8. 17 SHALL BL'THE RESPONStarLITY OF THC COMHACIOR TO VFRIFY THE SOUNDNES3 Or THC SINUCTURE WHF?L SP,UITER IS TO I Or ATTACHED TO INSURE PROPER ANCHORAGE HUS SHUITER 5fW1 ONLY OF ATTACHED TO CANON-IL', Bf0VK ON WOOD FRAME ! 4. ALL SCREWS 11 BE'STMNI£15 51144 304 OP 376 Ail/5£1/11 OR CORROSION RES/STANT COA7D CARBON SIF iI Al PTR trail OWGS. DIN 5GOtB W1 50 ksi"t4D S7RENCTH AND 90 kai TENSILE STRENG7t&SHALT. COMPLY W1 F10R/OA BUILDING CODE SLCHON 2+17.3.34. 9. THE tNSTALLATON CONTRACTOR IS TO SL•A{jCCAVIK All SH(JITCR COMPONENT EDGES RVICH RL'MAIN IN CON77NUOUS CONTACT WITH THE BUILDING TO PRE'JrNT W41J01R4W INTRUSION. CAULK AND.SEAT L SHUTTER RACKS A14 AROIR4D FOIL IrNOM. .5.DO1 TS TO DC ASTM A-307 CAI YANI,TFfT Sfl'fI D4 ANSI 304 SLR/CS STAINLESS SII FT, WITH 35 ksi MINIMUM YIELD SIHENGTII. i }O (0)THIS P.E.D. PREPARED BY THIS ENGINEER TS r.CNERK'AND DOES NOT PROVllJ£WFORMA70N F'OR A SLOE SPF.-ClF1C 6.ANCHORS TO WAU SHALL BE AS Fr4LOWS•(UNLESS OTHERWISE NOTE) PROJECT.•L. WHERE THE SITE CONDITIONS DEVIATE FROM 7HC'AL'.D. I I (A)70 EX/S7NG POURED r.ONCRt7F.• (6)COMMACPRODUCT.TUBASLO R TO ONR1116wAca PRowDcv HE/S'HESELECTION, UOES,NOT DEmrr INSTALLATION FROM THE CONDITIONS DETAILED ON)HISS I! - 114'0 OPCON ANCHORS AS MANUFACTURED BY LI.W OUILDEX DOCUMfHT. CONSTRUCTION SAITTY AT SITE 15 THE CONTRACTOR'S RESPONStBt;JIY, - IIA'o A 718'CALK-IN ANCHORS OR ELCO more&Iam0/e 7'ANCLM47r'AS'MANUtACtum li 13Y POWER FAS1ENrRS, INC AND ELCO CONSTRUCTION PRODUCTS,RESPECTNfLY, (c)7NIS P.E.D. Will OF CONSIDFRED 114VAIiD D-AIIERLU BY ANY MEANS. I .- 114-0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED RY ALL POINTS SCREW,BOLT&SPEC6itrY COMPANY. (✓)SITE SPL'C(fIC PROJEC75 SHALL BE PREPARED BY A fIOR1114 RCGISTERCO L'NCINEFR OR Allclarcr macH WILL BECOME NOTES: THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO Witt BE RESPONSIBLE FOR THE PflnPFR USE OF THE A1)MINIMUM LMRECUFfil'INTO POURED CONCRCTF OF IAPCON AND ELCO PAN£IMATE ANCHORS IS 1 3141 PED'ENGINEER Or RECORD,ACTING AS A BELEGATCD LT'GLNEEW TO THE-P.E.D.ENGINEER, 57444[ .SIIHMIr TO THIS LArTE,R THE SITE SP£CIF7C DRAWINGS t'OR RENEW, t A.7.)718"CALK-IN ANWiORS SWILL BE ENDRELY EMBEDDED INTO THE POURED CONCRETE, NO EMBEDMENT INTO .-...,.,I..+� OF RECORD THAT STUCCO."+HALL BE PFRMIHED. 114V-40 SCR.TIYS USFD SFW/T,01' 7 f/7"LNG A6N/MUM SHOULD STUCCO EX5T• (e)THIS P.C.C. S84LL BEAR THE DATE AND ORIGINAL SEAL AND 5ICNATURC OF THE PROFESSION!!. FAfnAirFR AND I"MINIMUM FOR WALLS W77H NO STUCCO, PREPARED IT I AJ)MINIMUM FMBEDMENr OF 11410 r 314'ALL POINTS SOLID-SET ANCHORS SHALL of 718'LV70 THE POURrO it. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY YIS/BLC LOCA70H AT STORM PANEL IN ACCORDANCE WDH t CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED- 114-0-20 5,5, MACHINE SCREW USED StWL OF I LABELING 710 CO3 OF FI H SA 770AIBUILNG COOS F T [+BFT VA t DI PLACED FOR ENTRY OPFJ7Wt;. / LABELING 10 COMPLY WITH SEC70N 1710.8-2 OF THE FLORIDA Ht1lIOING CODE T/7"LONG MINIMUM SHOULD STUCCO EXIST.AND 1"MINIMUM FOR WAILS WITH NO STUCCO, A4)IN cisE 7mr PRECAST STONE,PRECAST CONCRETE PANELS, OR PAVFRS HE rOUND ON INC EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN 5TRUCIURE BENIND SUCH PANELS,ANCHORAGE SMLL RF AS INDICATED ON N07ES A 1)&A2)ABOVE. (B)TO EXISTING CONCRETE BLOCK WNI; 0 TAPCON ANCHORS AS ANNUFAC7URLD BY I.TW, 8WI.DEX, o A 718'CALK-IN ANCHORS OR£ICO male&femofe 'PANELMA7E"AS MANUFACTURED BY POWER AASIENERS, INC.AND ELCO CONSMUCTION'PRODUCT5. RESPECTIVEiY. THIS DRAWING SHALL ONLY BE USED TO 114'o r J14'ALL PPINfS SDUD-SET ANCHORS AS DISTRIBUTED BY All POINTS SCREW, DOLT&SP£CALTY COMPANY OBTAIN PERMTTS IN THE STATE OF FLORtDA 1 w`���'^".Y•"•••.��{;%a� FLORIDA BUILDING COD£ ;Non High Yelocily Nurricone Zone) ox:s!Amo,uc. 0.04D BERTHA ALUMINUM STORM PANELS r.F.L ." (2.25 DEEP) ae,xN er; i i .'�`-:`�..� ,�,^✓ -�� -.._ oaf:.�1s EASTERN METAL SUPPLY, INC -42ea x157 ACK F DOW HILA rCSTINp a ENGIN[rER1NG paYPAI' f5TT PM-M f D-13417 •;C^ � ,,,,,„,r,b„ o�Ia ,T,rr„ PIKX+L:3a11aos-s7a.T.rAr:(36 11811-016 I 15-042 •t 14 .'✓��'� +*m..ta1%IAn.rano Tm,tmNH rur orxrr,v a.rr eonrriw d OAAWINc to `/•A. •„1�+v•. +`+ 'Ta A nLUl 4t I57 Jr. as rr liWe1D4 Lie e7 1 1 -1 SHTF'7 ! of 11 FAPCONS AU HOW SOLD-SE7 OR .114'0-20 J14'S.S.A4S. �w1q,675'a a673,1/8'512. =14C.0 1-1 '=.nco 9,117 CA w I IEAD AND W1718- (SEE C"-IN ANV ORS CALK-IN ANCHORS LLCO malo/female PANELWE L.:I SCHEDULE FOR SRA0MG). OR NUI 0 17-0. (.SCHEDULE (SCr SCHEDULE FOR SPACING). F. ryi r-T T-, PO"RM I,CONCRI rE POURED WD I (2 k.IT POURED PF0' ) RFOU4CONCRRED (2) C�Cl?rm X cam. REOWIZE11 O so"nom TO C(IS71NC ct_ I'MINWu I-R 5XPAR4HON 70 1 rXISONC MATS i 114'1- W/Y/8'e>J132' 1 WING N(ffa )2-a C. W/7 Nx".r..'J/-- .U,N" POURED cx'"I COACRE77F OR rONCRFIF OR CONCRrFE &OCK WALL REOUIRED am/ 6LOCK QUIRLD CONCRr7E OR CONCRVE- ULOCK WAU. REWIRED c--5:;�' WYMNS;Al POW WCONS,aco male/ ELCO—./female tamale PANFLWrF OR OR OUX-N Cont. (ALX-IN ANCHORS (SEE SCHEDULE FOR MUONG), -o..%/ SCHEDULE FOR-1.401C). FWCOI's.EL, �'�4L f—A,PANELAWE'OR tXLK-IN ANCHORS SErrION 0 ANCHOB (Sir SCHEDULE MR SP&CWG) T WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 2 SECTION 3 Sri n!xL E .3/8'- I ,r Lf .'/v' L D.s LOW OSrANCE X -7/6'>J/,z W1.V HER 'r SCHEDULE ON 12'0.C. SNL )0 OF 15) POURM CONCRETE OR COhVRVE tl:Jr &OIX"L LL. X07F FOR COA(BW47ION or sEcnOAISZL:1.1$6 FLORIDA BUILDING CODE (Non High Velocity Hurricane'ce Zone) WALL11WORICEILINC AlOUNIVIC 5 !0.040-BERTHA ALUMINUM STORM PANEI. -201.1 M-.ax. INSTAVA770N. (2.25'DEEP) E"ONS'Z4N BE COMB/NEO IN ANY WAY rO SUIT ANY WALL MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC 5 11LIEC 12 WM 0ilMDS nRlr ..Nr PAY (WI)841-1716 15-042 SECTION I P�0".H.fl.J. ............ fe-719 MR A M.LIT J1.P.E nowA Le.f SHE" .1 or's tXLK-W;ALL POINT SW/}-5W/ON 114'—20,314'S. S:N.S. ® 11'I-?O SDEWaR BOLT wl aus,,ays',y1s,so. TAPCONS.ALL POJHr SOLID-SEr. SCREW wiz/1'e-2D rlrvssHrwo 90tr Elco P—rum)r c- NJ9rAO AND W1 718'AJIJ2' OR OR cALN-tAf ANCHOR$ WING UT 0 12'O.C. TAPCONS.ELGO scz lem=[ZANIIE OR I OLE eOR M-AaNG). ('Srf'SCHEOME PWRiC POURM f7r- CONCKA RMUIRCO ommm M�All (III 4W cr 51.TARAnOM TO rYJST7AU GLASS SEPARATION TO F"Snma r4AST AIWINUd SEP�rlov TO ExisfNG GLASS 1,14'0-20 q Whv NUTo 12 L. 114�1�20 J/.- -It RNISHED WALL 1"'0.a N'T (W/ST—) 3132 WNG NNS 2'O.C. POURED CONCREV OR CONCRE7r "MAWAll POIR0-O�REW HOURLO OR CONCRor w CONCRF7E C—f. OR CONCRur at Ocx MALL / WrOUID 1APCONS.AU/VNT W.10-Str ORix . REOUIRED ELCO P.4NnAATr OR rLLff- (SEC WHIVULE R IA"CONS.CLOG—4�/ COW. IemoCA,'r-'ANCHORS (SEE-SCH6VULL AOR SPACINC). 1.mCOe SP. ANE NJE OR C-'. CALK-IN ANCHORS (SFF SCHEDULE FOR VIACM) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION SECTION 4 SCALE 318'- I' sFcwm SCALE 3/8"= r SECTION L.0. LOUUSIANct (Sir SCHEDULE ON - SUEE.-S to or 15) lz FLORIDA BUILDING CODC (Mon High Velocily Hurricane Zon6.,' 0....... X's'.Aw.me 0.040 BERTHA ALUMINUM STORM PANEL F.R.L (2.25 DEEP) DRAWN er. NOTE FOR 1N ;Zr WALK BOLTS ARE 3141ftJ1327hc A !LION OF�LCMAIS NIAO MCH/NE AS PLR NOTCS A2&a2(MIEFT 1) SEC7700;CAN 1V • WAI;ln 0OR/rrfl LNG UOUNnAr EASTERN METAL SUPPLY, INC SCREW WILEM171 COMBIN�D IN ANY WAY 10 StIll ANY INSIALLARON LAOS'S HEN DOLTS A914%Ve7M� r:l L�rE ECO HLA U4CH?NJ SCREW W LENGTH "wr YES &CNCINCCRING COMPAN, WLV PAW OCAM(E•jM07 r Yro. 15-042 AS PER NOT A;' B1(S'liL I 01Lw WR<Na, Okfa4 V r"-W ALL POWIOUO•SEr LW ELCO mak//wmN Pti7i-E MIE.O w I/�"©-70/YrJE1Y(.f BOLT QP O FAPCONS OR CALK-IN AA04ORS TAPCONS OR CALK-M ANCHORS rAHLYJNS QQ fXK•-IN ANCHORS •__E• D•--.•._ W/EADWBIXT P♦)O (SEC ST]fEOUIE IDR SPACOIC).\ -E.O.- (SEE SOIEDULE FOR SPACwG).1..__.L.0. (SEE SCNLDULE iCR$P,1ClNG� E j (SEE SCHEOVLG'/LW SPACING) / POURED / POURED !i CONCNE TE / POURLD / —..T REOVMED _ II CO CR£1E-- CUNLRRED jI / rp) O,. / REOU/RED E0. EO. % RFDU/RE'D .ALIRAWL -r HRWLD COfK11C7L I 1 LEC IClA710N RCOWRLO —�4 CRnI. 1 tour777 . I i I I j r, NUEPARARGN TO fX'SnNCLASS i H H I EA75r/NC CfAiS W jj SFPARAncw TO LX5IING CLASS ! V PARARON TO 1 2 I h i h EXISING GIASS j G ! ti 1HNG c O i 1 }° WING N .O I i I( Iz-D..C.c. i 112-o. ! � I 4 '• I I i i I ALrERWPE-, LEG "L I cont POURED COAVRVF IV CONCRETE' ! I (/ii /j/j/';ji/ /i ali. j,:.• 'Xi/ i /)�/ BLOCK WALL // i I /j�G i/.'///I�/�/// ///j//::•/�,j /j/'/�I/�/�i1 j//��i //f '' I / �/ `�H nRNATF !I M(f7Do p�,yFO: _.1. �� lE'C LOlA1pN C mcflFrr IAFCONS'04 rAl.K-XE'AAOHPP.S J/ I�i-E P% I!._._. F.'D REQUIRED f ,�.• I�. J/ (SLE WfEDIJLE'FOR SPAC'NGI. /. rAPCOM'UR CALK-w ANCHORS J llll POURED (SEE SCHEDULE'FOP SPACING). POURED / TAPCONS OR C1LX-M'AN-7-19) J / / (sEE soleDvtE CDR srAernc). CONCRL7E CONCRC7E--- E•%/, CIU(-W.ALL POM SOLID-SET[W-�. NWILRED RLOURED flC0 PANnMIE O I--E.D.-- nwle//emob W/I/�I-20 SIUEIYALK T 04 O ID W/6-11 W/1/IY-IO 1. Xkr (SCC_("VUE FOR SPACING) ALTERNATE WALL MOUNTING INSTALLATION (D. U. COLING & FLOOR MOUNTING CEIUNG & FLOOR MOUNTING CEILING & FLOOR MOUNTING SECTION 7 SCALE:JA'r 1' INSTALLATION - SECTION B JNISTALLATION - SECTION 8A INSTALLATION - SECTION 9 SCALE:3/8'..1' SCALE:J/e"-," SCALE:3/8"_ :" ALrLTt%TLE CLUNG&FlOfW YOVN7IN INSrALLA M-SECTION BA YAl/D ONLY FOR I.L'r ASD DE 0GN PRESSURE RAPNG CY'r%0,-73 PSI. L D. LUCE DISTANCE (sme 1�oOF15jN ``\V;N;v lU•rLul�,`'A/ .�`�\ LILT.!- /`•'/'r'� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 MI .1H 0.040"BERTHA ALUMINUM STORM PANEL r.R.L. SE wAx eotrs ARE J a"rrJ Sz n0 K = y (2.25"DEEP) _ j auwN er. N01E FOR COYwNAPON OF SFCPONS HEAD LNpRNC SCREW IV/LfNc/ � EASTERN METAL SUPPLY, INC AS PER NOrES AI&BT,wCCr I) OAR:' Willt,/FLOCR/CFJLANC MOUNTING SECPONS CAN i1t ♦ ♦ ^; 1.J� ^= I L EE O ENC. 1768 Yfv ROWS D w COURINED IN ANY WAY TO SUN ANY INSTAI.LAPON. lNUSS NLAD(RJL15 ARE 1 1'es!/B""ICK TILUT TCSTNG R CNGI,N�+([KONG COMPANY 1�E5'I vN.0 BGC.`(!1'3)107 I LgAU MACX'Ai SCRGW W/ _PIKwC 56I T JF-DQI W PF'R MOTES A7 A BZL�SIPt'r ( 170-°••9]A>.rAx(ssl)er l--rT16 I ( f8.00067I5 DPAn7NG No WAl IFR lfLLR Ji.PF. flM Lr 44167 OF IS ,=,,s aco )ARCONS,I4CO rNXXWS,OR CALK IN ANCNORS IAPCONS, OR CALK-IN ANCHORS f...&-PANO.Wc OR (SET saama FOR-VIACING) C.D.— X (SW SCNOI&E f0i?SPAONC),\ r..D. N Cvx-'N N 0 ps I . (Srr ScNrvu"rop POURED PWRE. (SEE sCNEOtkr rxw=c). CaNcRm RFOUIRFD T Co. ED. C="?C" FO.POLAW N N C&ICWlF.- ftuvwtv POURCOA —110'11M 2 Cant --oc-, ckmING—A GIA'S ex's RON TO sEpAmnav ro IING CL45.9 'Z f.XSVfYG RASS M~'w ----------------- DEW 7 DOLTS*/7/6 . . I I i I _ 3132 WNC�ul 0 SERAR41 to 12 O.C. rxsnw.O.Ass t -/a-o A 31ir 1111 WINO Nur 0 12*0 C 1 1 114Eur d 90tTS W17,18-0, W...' AIPVC� '2'a c. JIJ2-mmc mur 0 AtTERNA,F ICC POURED Cont 48 OR CoNCONapfir POURED Q BLOCK WAU 0"'r 'Nm OR N-r~rr LE. / WCA; BLOCK HAIJ t REOUVO TwCom4s.EW=O TAPOONS,OR IAPCONS.CLCO Mgkl (SEE Cf'aLr J l—A.A4MR.M4WGl9j " — CONGRM PANa" GLM-IN PPI/RCD (SEE REMOVABtr FANR(D Rroulwo SCHEDULE'DR Tz SECTION 10A HIU73 A''P,�OL%OCR r D FOR SpAct"o) (SiZ CALK-W ANCHORS RECURED rOR SPACZNC)� O. (SEE SCHFUlif FOR SPACING) AT REAR IMID?m I R01 A P.- WI.VtVWALK OMI S,7,,, SECTION 11 A CoNNEC 704 WRU 5/810 sovwx oxa. SECTION 118 HOLUAT JOY96' &FASTVAW Al MAR ll/ 111/11��NG mfl -0— SECTION 108 Dm r. eG CEILJNG & FLOOR MOUNTING INSTALLATIONS WALL MOUNTING INSTALLATIONS SECTIONS I I 710•1 MO o—, Amr. D.C. SECTIONS 10 Al 171 SCALE JI/8- lKTALLATIONS VAUD FOR PANELSJI&M44-WINTLY, WITH INTER10, . FLORIDA BUILDING CODE (Mon Hi9LY loc)ty Hurricane Zone) lv 0.040'BERTHA ALUMINUM 576m PANE(. P.M., n (215-DEEP) FASTE OIZ41 5 RN METAL SUPPLY, INC X40- WE LYLil0l al: z 12 KV RaWS rlff� /' IILIECO,... ft-ST AkM 84ACK FL M407 rlutr rfsn—i ')2'W.b7"I—(mipo'-we 75-042 LlAnQ"F 114-xt ALL1nocw1cm*4 mwNnmc SWOONS CAN BE '—'— P.— - C46 SIDLWALK BOUS 0 REMOVABLE COMBINED IN ANY WAY TO SUI?ANY INSULLArION Fxw lk as — — som 6 or Ib- RMOA I&. H167 1 1 TAPCOW.ELCO FAPGLWS.fLf,'O mall f—k PANELAWE OR CAL-IN"CHORS t­t,Pmamyr OR A SCHFDULL FOR SPAOW). CALK-W ANCHORS (SZE. ♦ 2 (SCr SCIZOUIX fUR SFAaNGI. 4 A °/; /J.3 112- CONCRETE TT POURED 2- CONCRETE- "V BRCK"EWER REWREDEJfISONG o REWRED c-Ij C.4 A. 2;1 Y"&K sa W/ 114�,20�GKNUT (MOUNThw am I) SEPARAITON TO C"S"W CLASS 4- -1,FANCLAU0 PA3 - OR CONCR17L BLOCK ANCHORS(SEE .0 SfUL ANGLE UIOEL (J)114�20,112;S 5 WAU RLOUIRED SCHFOUIT FOR S1DfWAiK BM W1. i`-- AS APf1X_4b*tF 114'-20 d4CANUTSPACING) kX67MV CLASS SEPARATION TO (7)AT rRONT FLANCL "T I'MINIVUN SEPARATION— . oVVV rxtsnNo GLASS C.7)114 20,112-S.S. x B . ! SIDEWALK GMT 114--20 ACKNUf FA. OWRW FLANGE WSPNG (3)114=20.112-S.5, FRMCKS", 114"­ZI '114�20=Z, F�ANGE POC m (2)A r rROAT 5/-V'WNG 12,0. 11 I 4' ft I (CONCRETE BLOCK) PfnnRAROM TO 114' -20 314' &1,112'70 Q fxsv.yc InZw,IF II iII (COJYCWE) 5 W1 UT 0 1 V-2 71810. CONCREW WIWNI OM73 ,/a-" AWLINM I 31+2!5 G NUT POURED pob W _ L 12'O. CII-117C J132,MNG NU!Co. aq mNcRrw- 12'0.L t2'0 BLOCK W&I, OR CONCRE7r- I 1i BLOCK?W-L R—RE. I I RCOWRED ..A E —T JAPCONS.ELCO..14/ II TAA`CON5ELCO—16/ 1-11 PWVRMATE Od' PANE""Ir OR CALK-AWWAS .-IN e..( (SEE�FDULr FOR I MAK (SEC SCHEDULE FOR 2 3 112 SPACING). SPACNGI cont P5 I L BRfrX PIELNER POURED CMWCRf" ON CONCRI71 ROC, "4z NAS ANCHORS SECTIONS 12A WALL MOUNTING INSTALLATIONS PfWUIJ`fDR SPACING) SECTIONS 128 WAU REGUMFID (SU Sr SECTIONS 12 BUILD OUT INSTALLATION "G"!.1/8'- SECTION 13 FLORIDA BUILDING CODE (Mon High Velocity hfutwico�a Zone) D61ANCE ON uc 0.040 BERTHA ALUMINUM STORM PANEL (SEE 5-courE c I mnw, SWE75 10 Or 15) INSTALLATIONS VALID FOR PANELS 01 USED WITH INTERIORLY REMOVABLE PANELS( ��` zt (2.25"DEEP) Ow MN BM I'iu-"1161 W124115 EAST NVIF FOR EUMNA77ON OF SfCnONS 7: �31 ERN METAL SUPPLY, INC /�7�UE_�CO, 42M�RDKU,payL arE WALLIUC)ORIMUNG 00N77NC Tf4Lff TESTING&ENGINEERING Co­Amy pe 7 /O SUIT.Siclyms CAN R/. PALU DWI(/1.1)402 —042 ANY WrYAUATIGN rm. -11, 15 COA(DINED IN ANY W.4y IF-OW6.119on W&W?A Tlujr J1.P.r. RORIPA Lk./44,67 14 845-(IOML.W)-- —.&5-(row wvnrh ITO cwj i -Z470'--- 7sn1 om 2.470' J� W- R,2W- 11--125* '—q- j.&,- -4 m- R + BALF 81 Zcl.125-- IffiAthyfr EDGES NEL 3 1.119'(10 9.1 -o 15.119,pow�w) IA - - 2 1 ; : . 1 .--- _._.. r 22) 'h" (4) -U- HEADER 3m' -4 2 rz5' 2.#23- ze'.1' -01 J"Max. 'U' BUILD OUT i sole _OPTIONAL Fj�j/t P46�EL�14 M- S -Qt�rI06f JH 4 N t-. ji 4EP GE.5 j/w- eA--c ?/ Q CYL STORM PA Y R,21� Il!t z- T 2 Jw _7 I— 121 1�2; 1.25 -T 2j 1T 276- 2.0.- -)3'ANGLE BUILD OUT MMCKET MAX, 7-ANGLE TRACK 7- TRACK A C�) 2"x2- 3,18'8. 191 1 REVERSED 08 'F- TRACK "E' TRACK I/"- (J)6/d'I A' "A je .. ... WW lou .o 6- 112)45116-HVILS I lit Al Muc.Ir _E T- z 5.5 �plr sMr.luras .1875' OPTIONt 07 2 1/4'x1 x.040'PUSHING ANGtE DETAIL 1: 51UV WIDE C�STMC HOLE AT PANEL (14 ROUND HOLE AT PA KEY HOLE WASHER (OPTION `D 6 JZ16-x7-xl4- LONG WALL PLA COMPONENTS T-L. r r FLORIDA BUILDING CODE h Velocity Hurricane Zone) BERTHA LEV L�— —'s m7rco, 0.040 TT�INUfW STORM PANEL rAL T DEEP) (2.25 v EASTERN METAL SUPPLY, INC atrE 1W .260�RQQS L,�T rl—r rrsvNc I�mrcRwci copZr pHo�r.�;6;PALM W101 11 Jj t12)M1N1 WALL 1.75'x0.632' cl�) 2 'tMAKkIld" -—�n... )209-826j.f"*(56")aw'art L15-042 ANGLE RIFY STUD ANGLE WITH S (1) 'C" 7RA Im , .CN-0006719 —.1 — wALMA Pi LIT j,.Af n —4,Lp n' FTOP MCK (SrF COMPONENTS. SHEET IA OF 15) CONCRETE ANCHORS (SEE SCHEDULE)- o J; v 77F Tul Typi ILI 4 Fj ---- ---CONCRETE ANCHORS (SFE SCHEDULL) -----MRs. 1 ----------+ - AL I A&. (_.BOTTOM TRACK • C Eiji (SFE COMPONENTSSHUT1A Or 15) STORY PANEL TYPICAL ELEVATION his SCALE 118'- I' F 114"MO, W 114'Max. GAP TYR FLORIDA BUILDING CODE (Non High Velocity Hurr;cone Zone) 0,040-BERTHA ALUMINUM STORY PANEL r.R.L (2.75"DEEP) ORA—BY. 0JI241 5 A— SECTION A EASTERN METAL SUPPLY,. INC 04U. z�7�i-L�FEC 0 AZW Ks'ROWS .IV SCALE 1.- 1. VLt.)r..jlEsrlNC&CNGINEER.G COMPANY ,ALU BrACK FL 33�7 15-042 %:.�_ ———rt.1. )209-W&I F".(MY)64f-1706 (A NN'51'17V I f�Ul'11167 SKU7 2 V 15 (1)1/4"•-20x1/2'S.S. (3)114'-20x1/2'S.S. ' SIDLWALK DOLT W/ SIDEWALK BOLT W/ 114=20'14C KNUT 1/4'-20 JAcKNur (MOUNTING OLT)' (1)AT FRONT FLANGE N, I/4"Mex. GAP 114'Mox. GAP ,�TT CONCRETE ANCHORS(SEE SCHEDULE)- -- I/ox.� 1 Nm.; (. Fl, -l._...0 I - -' __ _-._- a o 0 A - rr___�___r_r_�_�-_ SECTION B'-B' 1 SCALE: 1/8'. 10 = l' h I �J (wrinLF) lw (WHOLES) 1/e-zcxr'S.s. i HOIF,' ry I i 1 RUT NOTCHED , I ,r.. FA CORNER® � SIDENA!K 80175. i I _ -..�. L. i = ROITOM AS SET DETAILS 216, SHOWN. 2114i o!w� E I ' I o it INTERIORLY R£MO'VABL£PANEL 0 W/SiUEWACK BOL IS(SE£D£lA/LS 1 I _ -- i - I I B I 2 i� li __ 2/6, 2/14) CONNECTED TO®THRU ¢ 516.0 HOLES AT©0 6"O.0& _ ry I �,• FASTCNED AT REAR W1715 Cx3/J7' ; I _ _ _ I.- _ 1'.. .r.�I _ _ _ _ _ WING NIR At ;VERY SIDEWALK UOl I. ` 2' \ J A 1 I 1086,1 1 B/ �10A6,1 JA/6.1 1 lOB/14,11B/14 10A4,1 A1141 I , - -�--- -- - -- - - - - - - ---- + J"�-I- LONCREIE ANCHORS!STC SCHLDULE)— II 1 .1 Mox. 1M4lin. i Min. 5 (2)1/4-ZDx1/2 S.S. INTERIORLY REMOVABLE STORM PANEL SIDEWALK Bon W1 12B/7,13B/15 12B/7,13B .1 I -114•-20 JACKNUT FA PARTIAL ELEVATION Y \ OVERLAP FLANGE J'_. -.... CONCRETE ANCHORS(SEF. SCHEDULf) _.._.__._._.._�I-3•� (J)114"-20x 112•S.S. SCALE: i/B"- 7" Nor. Mor. SIDEWALK ROLT W1 1 Min. I Min. --114'-20 JACKNUT INTERIORLY REMOVABLE STORM PANEL (2)AT FROM FLANGE ELEVATION X SCALE: 116'= 1' GAP 1 Ad—. 1/4'A4.,. GAP 4'/ FLORIDA BUILDING CODE (Non High Velocity Hu one Zane) \ nr olols mlrcn.rw. 0.040 BERTHA ALUMINUM STORM PANEL r.eL DEEP) °A.ArN°r. � 1 SPLICED PANELS EASTERN METAL SUPPLY, INC �. [ - - SECTION B-B " '/J`l '' '`� I L ECO 1 N C. 426e VCS! O2Y£ •�/ I\ ,.•\1L : TfwT rrsnNG a rNGMrrwuaC COMPANY PHOVE.IVLS;PM-2dJ. ' .VM7 15-042 SCALE 7/B'= 7• .:'�j�••• •'p �•'x /1mhi.,L�e.r,•l arl�cw�rs L mre JI°v^87a1.fM•(561)841-1716 •r;/:;.ilnlAltAAt1 KQ7rA A rYUi Jr v!. S crr a or IS LLLMLAA 4c.If 1.161 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) KITH CORRESPONDING MAXIMUM PANEL LENGTH 'L' (Fly AND CORRESPONDING ANCHOR SPACING S` (M.) SCHEDULE FOR INSTALATIONS IN CONCRETE. CONCRETE BLOCK AND WOOD FRAME STRUCTURES • Yu.MNCL LLNGnl Yo+.AhL1RIR SPACMG /wOWLw L(n i Yw.•f 0.040'ALIlUWUM"UNIL( eu'Qr /UIGC -MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/7-EDGE OLSTANCE. i IJ1 A 4 A sfcnor++'. 5E'c1 7cr1 . A.L SLcrL1N5• w FOR F. O. LESS IHAN J 1/2". REDUCE ANCHOR SPACING BY j A.u+, 7,3,10 r7 IJ MULDPI.YING SPACING SHOWN ON SCHEDULE 8Y THE FOLLOWING FACTORS. (NOTE:Min. F. O. OR CALX-JN ANCHORS IS 7 112'). 12tf - FOR M/S OPER 77ON TD BE POSSIBLE., REDUCFO SPACING 08fA1l4FD -- - - - - -- - - -- USING FACTOR SHALL NOf BE LESS THAN MINIMUM SPACING ! +73.0, -10.0 II' !O'9' 8'-6" 12"tINDICATED FOR EACH ANCHOR TYPE AT ANCHORS I.FCEND. ! 12•-0" -5" � 9'-ll• B'-6' FACTOR - 12'tf ' l'ANELMATES TAPCON SIUD-SET ! CALK-IN +JS.U, �.400 10'-5" 9'•10" 9'4- 8'-6' 11'H - J" 1404, -45.0 9--r0" 9'-4" 8'-5" 8'-6" I7"rf .86 .78 .75- ; 2 1/2" .71 - - ILI ♦45.0, 50.0 a'_4- 6•-10" 8'-4• 8--6- 12'tf 7 .50- --- - - i - +50.0, -55.0 6'-10- --8-5 7•-i l" 12'tt +55.0, -6C.0 8'-6• 8'-1' 7,-7' 12•ff ..- _..-_ +604, -65.0 8'-0' y 9" T-4" - 12'tf ANCHOR ANCHORS MIN. +65.0, -70.0 7'-5' 7'-5' 7'O" - 11'ff TYPL: SPACING +70.0, -75.0 6'-I1' 6'-11- 0'9- -- -. -- TAPC49NI J.0" 12'tt PANELMATES ♦75.0, -90.0 6'-6" 6•-6" ti'-6" .. 12' CALK-'IN 2.5" +80.0, .85.0 6'-I' 6--1' 6'-1" - 12' SOLID-SET 3.5,• ♦85.0, -90.0 5'-9- 3'-9" 5•-9' - 12' '- - SEE NOTES ON SHEET 11 TWO i5 OF +90.0, -95.0 5`16" 5'-6" 5'6' - 12' 1.5 FOR PANEL LENGTH LIMITATIONS FOR FLOOR/CE/UNG INSTALLARONS INTO WOOD +95.0, 100.0 5'-1' 5'-7- 5'-2' - 12' fRWE BUILDINGS. +100.0, -105. 4'-11- 4'-I1" 4'-11' - 72•.. - (105.0. -110. 4'-9' 4'-9" 4'-9' 12" +110.0, -115. 4'-6" +..-6' 4'-6' - 12- +175.0, -120. 4'-4' 4'4' 4' 4• - -.• •.12" 1 i:11 Y +120.Q. -125. 4'-2' .•.Y- 4•-2- _ !z• 1`+\ L��t/!�r••' Fes'% FLORIDA BUILDING CODE (Non High Velocity Hu one Zone) (125.0. 'JO. 4.-n• 4'_0" 4'-0" - 72' =`IE:' v'0 _ .7015 141E00,ae 0.040"BFRTHA ALUMINUM STORM PANEL /:R.t. (2.25"DEEP) 0wc»N 6r. t1A l.`+ ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING F-ILC1,11IN PTOF70, -75 PSF •-�- = EASTERN METAL SUPPLY, INC J1 L. E C O T N�. +76e,.a,�ORIK . ANL:HL7K SPACING FOR :�!CTIO.N PA .SHALL BE S"O.G. �!_I '.''��,e nLlJl 7CST/NC!LNCINECNINC 6VMPANY MCS'P-W+a CM n_JJ+07 -� 6w 2 y Wpr+F(5611709-e7W,FAX(661)8+1-1716 T5-042 NOS: MINIMUM PANEL. (FNGTH i5 J.-U': '•FIi1 :,t:` �":I'�ce rna2.ii/s N'.•"• ' MING No .�:il i'•"''' OwMALIIF A!RI//Jr.P.£. FL01 Lk. 14167 - SNfL7 10 Of IS -- • (14 S.S.nix"s-2R NEAU WWDs a G I.14'M;R.THREADED PEN(rRA Trox 80"S I �� I:�•• �.- /1{S.S.HEX WASHER NG10 W/0.675 iII6%vRl/B"50. /4 S S.I/CX WASULR NCM • 'j; Stm IYS o 11'0.C.W/ h'•i //��''W00o SCREWS 9/2'O.C.w/ I • /5 j 5!REW NE.10 AND w/%/B'.J/J%' ��n.7NREADEO PENE7RAT10N. \ .;`i:i:I ( 13/4-un. INR(/h:lf0 PENf.TKAirJN. '^ �I}�:.. �f./ w/NG NUT O i2"O.C. .250' ,/ I I 5Ta, uu,. i •,/ ' i I i 2 con!. \ wln !:�: 2 L•.,or. j\ A I I w i \ w•. i, I I f wcac//rACYx RFOU/REO 3 RtOUG9ED I N NWOOD/HC FR O ✓ Q 1 I Nin. SEPARATION I IU Exisrow I SEPARATION TO F' = CL45S 0157NG CLASS I i ti I 2 2 1 1I y a I 1 f //�� �^ T!'ARAriON.� 4 l"1'1 I ' —01 � 70 SRNC CLASS I 7 CONE. •\I ( ' CON?.. '\ , a 7/B'I•J/J2-49NC NUT O W. O t1fITY SlVO tl 12'O.C. W p \ . � F'� I I � �•r � I '- I/i"A-10.314'B01.15 �I — I. -..... \ i v i h •"i W/7/B'.C. W/NC NUI �-r/4'51-20 r 3/4'S. S.u.S O 17-O.G W11718"x 31.72"W 6 NIR I Cont. ItQ R£ RC I ✓� �I I I /14 S S/I X MASHER/FAD I �1"" • /14 S S i1Cx HASHER/IUD ; III /!I S S HIX WASHER Nf.ID +; \ I W000 Sf.R(lr5 O I1"O.C.W/ 12'k1•,/•P'v^ NgOD —. THREADED R E:N II 1 / NF(( / II WOOD SCREMS O 17'0.C. W/ 1 J a-Lh TI&EADED PCNETRATION 1 J/4'u�.. MRF/L•t0 PENE7RA:/fAa. !J/1'tri.RlRp10ED P£NE7IURON. I� JIL WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 1 s 'I/4 " 1 ALTERNATIVE 2 SSE: 1/4'= I' ALTERNATIVE 3 SMC: 1/4 ' NOME FOR COMBINADON OF S£C770NS: WALL NDUN71NC S'EG'710NS ANCAN BE'COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IN Y WAY TO SUIT ANY INSTALLATION. NOTfS,• ��vvvv��`T C h�l ulf f�.T FLORIDA BUILDING CODE (Non Nlgh Ve%cily Hurricane Zone) Y. rNsra.tAnoNS AMC ONLY✓A(/D FOR MAX.A.S.D. 9F5461 PRESSURE RADNC 0.040"BERTHA ALUMINUM STORM PANEL r.R.L AND Har- PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEET f0 OF 15 %4-i-•�' 2.2$"DEEP) EXCEPT THAT PANEL'S LENGTHS FOR FLOOR/CEILING INSTALIATIONS v v SHILL BE LIMIIEO 70 109' •• O �" 01/24/17 -Z7 2. TA FOR WOOD MAUI CONSTRUC770N:WOOD MEUMNS 70 BE SwEASTERN MEL SUPPLY, INC INERN v : L E C O 1 N c. 4? T L S cmc PINE N0. 7, W/5PFC/f1C DENSITY OF RSS OR EUfIAL. : - 51£57 PX.8r ./L JJ4a7 ,' >rLLIT TCST/NG R ENGI •CCRING f.OYPANY 7 (vr'. X.� cW ram sx m NIS.f1>J P1aWIL£56!)1099821iJ.rMC.(16)/14 I._I7r6 5-042 .S'•, l,.I�tA .. fzakN91.-00 ••:roles-1. 1 da Iw•innO Na �-000673171➢ ��':`/ „•'. �:' M.TER A RLIR Ji.PE �' rLORILN Ic. H167 /16'0.0.r J/B"LONO BRASS /1e S S.HEX M94ER HEW BIASNlNO W/I/IY-TO r I' WOOD SCREWS O 12'a C W/ S S M.S W/XLYHO'E WASU R 1 J/t'Ion.7HRE4060 PFNEIPAWN , i 0R I/IY MIfE,/FL1/A(L PANL7WIC W/1 7/B'Y/n PFNFI2IPON a/7'o.c f/S S HEX WAS//L71 HEAD ;yl 1/9'a-TO rJ/e'S.S.M.S. �.^_ I: // `�`� II 1 ,:I''-^ •I', W/0.675'.06A.4, 1/8'SO, �J: ( / 15 / /B- / WO1 sMP O 1'n.C.w -SG9fM'I/TAO AND W ] A J J2" / J/1'Nn. )N/1fi?OEO)!NCJRAP6Y. Conf. WIHC NUT a 12-0.C !j / / s 1 3 3 J vw WOOD NEMER ��0 R R 1 0 a AfOUIRFO i '/ m m WD00 CAOER ; 2 . I M VAXV KE •"w_ )"Min. o SETARAWAI- _, SLPANAPLW I ; TO FX/$TI.NC w TO IXI�NC w 1'mm I W (LASS y !U LXISI/NC ! 1 4 ti CLASS i U W SSK SJw3/ i r I 7111C NUIJO C 12"0.C C I 9^Na 'J/I/ U1 w 1• � r 12'0.C W/AC NfJI O 5 Cent WO itP ` \ ij 1 64 RCLjI)ACu 1. /Il S S NIX WASNfF HFAC \.1'14'S. 1 \ ) I WOOD SCRCWS a 12-n r £D LF M71ON I I Cont. I S.ND[WASHER HEAD 1 J/I'Af-THRTAD `CA T, WIL�)L I WOOD SCRLW-S O 17-0 _ W/ . i! O Y)NnUN1 or PDR: 12 �E URCD I t I Min.PINUO£D PENfIP 1 II !. /11 5 S HEX WAWfR NFAD �' O YJ/I'/UMUM Of PLATE j 1 31 SCRLII'S R 12'O C.W/ 1 I; 1 J/0" m or PTNCTRITNN O 41OWIOP/Of PIAlE I _ I WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION ALTERNATIVE 4 SCALE:'/`'- )' ALTERNATIVE 5 SG`L I/' ='' ALTERNATIVE 6 SGL`:,/. ' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTE FOR CUMUIRATION OF SECPONS: WALL MOUNTING SECTIONS CAN BE COMBINED j IN ANY WAY TO SUIT ANY INSTALLATION. rI�� tl9gS ..��.�1�'�;•''- FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 1.INSIALLAI/UNS ARE ONLY VALID FOR MAX AS.D.DESIGN PRLSSURF RA77MG AND Mae. PANEL LENGTH AS P£R SCHEDULES SHOWN ON SNFfT )0 OT 15 oTo»rAIECn,ne. 0.0401 BERTHA ALUMINUM STORM PANEL AR.E EXCLPI IHAT PANL2'S(.fNGTHS FOR FLOORIC`ICING/NSTALU6770N5 { (2.25" OFEP) roAWf/ ' SHALL W.. UMUEO TD 10EASTERN METAL SUPPLY INC E r Lle L. IDN WUU[i t:Wu!E CUNSTRUCPUN.•WOOD MEMBERS TU BL.'SOUTHERN •:' `�- I L E C O az6e wL51 WXMos LMrv£ PINE No. 2, W/SPEGFIC UL'N51IY OF 0.65 ON LOUAL. )•• nE51 PAW DGCY;FI Il.l31 7 TIIL/T TCST)ND 4 CNOIN£ERINU COMPANY! FAY -1)16 15-042 (56)f209-0M1. '(561(611 {i'+cam mel. La)lvr-rob.Tam:(.MUpJI-ialr 4-- DRUWAL^No fB-0006719 L� rQaroi r)!•I�`-','r h 4 C`11�i�` WAL7IR A P(I/T Jr.P.L. 1 , ri-vr JlllCl 17 Of 7/la'O.U. 5/B'LUNG N/uSY GIZA'G W/I/4%-2O x I' /I4 S.S.HEX WASHER NEID S S Y.S.W1 XCTH@C*%SHfR /14 S.S.HEX WASHER HE1D WDOO SCREWS W/I I/7'Y%o --�- OR I/4'-uN.!/`!.uali Fn•.INAT WQ'JO SCREWS W/1 1/7'Nin. rHRUCEDCREWSLW1 11TON O 4'oc :+ ! 713' Ir NLNY�rt" 12'r.c 'J• l'. _.f"4 9" Mn LC'>iINGI'c a' VK-.. i'X'S7, I TI/R(Au^EU PGNL':1tAfpN 4 c.c. / / / t LW HLLRI•P WVOO IRAN REQUIRED. I SntUC!•JRAL ADEOUACr i ! ( STRULn7DY ADCMAGY (Y EYISTIAG wow OF BrA�BE CNG�ER77RED //1 I/ 8fAu TTOtWFD RMEDBY fF \ ; /.• nBY RfL/STCRED EAfi/NCER OR ARCIRTCLT I'MOR OR ARCNRFC7 PRIOR TV S14UTW IN5TALLATFON IG PWI71R NSrALWXIN. I -0 8 I{ 1 WOOD HFADIR 1 �, 1 Cmt 1 REOUIM C 1 i i o i Y Yin, i p 1/1'P ffi'J/<" I I al 2 SEPARAnON I Ir+ S S.Y S.W1 I �ro EXp'nNC I 6 W"a c J132 1'Min. ; N i GLASS WING NUTC. O I 2 SEPARA17"O TOR 1 . 1 GWS I W r C' I I _SEPARATON j W ro rXIS1NG d ; I [LASS 1 1 UI w� 7/B r J/J7W AG NO WW12 G O.LNUT -411.R: O : 17'O.C. 12' . 7 LLL o / C- 1OCA l.ION M7FRN41E LEG Jar 1 W LPGs ant TTaN r I !A W2> \�I¶ YIDWiMH Or PLAT! ..._. _..___ _ _ i WOOD __.___ _...._ WOOD REO /I RE0(T/REUo :I'I'I' 7116'OA.r 3/8'LONG BRASS _ - '," :��. EO REVURID l �\ I B(q'HNG W/111 I-20. 1• .. . 5.5.Y.S W1 XE1HOff WASHER ___ r OR I/4'f"f1rfk4LE PAW;EW: //4 S.S.HO•WASHER MAD \ I;I .(XJ .00 WOW SCREWS W 1 112"A. YLNCTRAIWN O 12'ac /11 S S.MIX NASIICR HG1D / WOOD SCREWS W/I 1/2'Nin. 1HWAOED PENEMnOH O 4"ar THREADED PENYTRATXN O 1'o.C. WALL MOUNTING INSTALLATION (D. M. CEILING Lt FLOOR MOUNTING INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION ALTERNATIVE 7 SG f r14''1SCALE. 114'- SCALE:114'_ ALTERNATIVE8 ALTERNATIVE 9 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTE FOR COM&/N4TION Or SECTIONS. WALL LIOLIMMIC 5ECDONS 01N DE COMDINED IN ANY WAY to SU?ANY INSTAL(ATON. 11jt�L(�I,rIAAA1 N,O!(S% ••••`MIENS' 1/Ar4�: F _ FLORIDA BUILDING CODE' (Non High Yelocify Hurricane Zone) 1. INSTALLATIONS ARF ONLY VALID FOR AGLX.A.S.O. DESICN PRESSURC RATING AND Mao. PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEET 10 OF 15 / 07013 IRTECO,sxc 0.040 BERTHA Al UM/NUM STORM PANf7 EXCIPI THAI PANELS LENGTHS FOR FLOOR/CEILING INSTALEATONS DRAWN eY: SHALL OE LIU=TO 109' a.f/sfpa /pyl�totc OF = EASTERN METAL SUPPLY, INC wC. 2. f0H WOOD FRAME CONSTRUCTION WOOD NEMHLRS 70 UE SOUTHERN ,1 a ��j w`�•+ I L E C O I N C. uan irfs!Ro»s tRm PINI'Na 1, W1.SPFCIFIC DENSITY OF 0.5.5 OR EOLDI. '.•r•, z i R 17',•' \ wLrr vAw OfAGH.S J.Uo7 ,,••„ .•\C,ti•,\ nun resnHC R CNGHNEERING COMPANY 'r.(m 15-042 H I7'`C'�' ` aau Nom.aaN ss�s>.m..+a•..cwaG n yla )ZO9-6761.I"(Wlls41..17ra IAfl,il ii 1:x`11\\'`\\• (W1 LB-0006719(X.dY>1-loll ou[ ORIW1NG Hu 111 WALTER A RLEn JI.P.f.. - A` m SNffI l.1 Of IS FL(X6CN Lie. 141 a! V.,0 L"w Sma 114 'Voo=ce W,�r W'AD W/ 12: P A 6•0.C. J/' NATAWD PCAArWr�Q 4 I a 6,a a W/—A*— --A /,*ow� III, q lr4d I my l4wr—v .5 IQD�WZI�T�"r _r0,D'g V CXSM -000 SmwluAw Aaf.�Acr WC-00 /14 S.S.HfX WA.Wft/ArAD CM10" MI.,!X'ffr#y W/11/1— 6Y REGISTERED iNCIACER D---J "WEAM4.PrItiftAnol& U.C. Jvfcw AD SHUrTM IACTALL41101V. Af, 70 SRUIZER WSTALIA)TON, Co Cant WOOD WUMID -Z 1'wmuuu ;WARVON TV S—AAtAWN 10 AMIA14111 cylyl-c CLASScJyG[!A55 11j CLASS i t2l "WAR4POW m r,.Ss -4- 01sr A— IZASI MAX IV 1 -0 taxes W1,181., - [. I- 4/32 -.w 0: SMAR4MW TO -00AC Dammc CLASS 1. WNG 2-.4' CL m W/7/0-. At mm—w , =%E . -.WOW VCCK P',6' e gA V 12'a C. I ell, .:.&0.a I J14' T A 'S(S. ALT&6NARVE 104 W-ferm 0 "m 5pS/4-, µ(1 D 14 S.M t";T'MR!1LIADJ/ 1414 S.S.lftX WAShE. &AD W, 1 112 w'. wauA 111:1 OWD SaWn W/ SCRD'S C.rJ 4S.Ao/cIT 21 -0 FHRFADM PFWWRa�0 4*Or. MUS AIW1.6 OC.IASRIE. P416W-D KNEW—0 4.C. Al RfA� NU NOWTING MrALLA .fv„l svfWQX SECTIONS 10 A L TERNA TI VE IIA ALTERNAT/VF 11B 111*-2D.1'IS SOCI-X E8m BVE 10B CEILING & FLOOR'A(M7ZNG JNSLAW VQ0 .am uorm)WAW SECT/qNS 11 INSTALLATION DETAILS ON EXISTING WOO 804DINGS VALID FOR P ........ 713'o A JIJ2* AbLELS Qb USED JoiNrLy WING NUT 0- WITH INTERIORLY REMOVABLE PANELS INO)c FOR WW1 MOUNTING SECTIONS CAN BE OMOWMMYNAED READVAME /-v ANY WAY fu svir ANY iNsTAuAwou.. .0 T I L fit Wt ,11, FLORIDA BUILD/NG coDrHurricane Zone) 40' 1. INSWIAnotvs Apr ONLY VA110 FOR MAX.A,S D. DI-SIGN MrSSURE P477NG ".15 arEDq n4: 0.0408EHTHA ALUMINULf STORY PANEL rJ.L AND Afox PANCT !FNCTH AS PFR SCHr 1)Ulf,5 SHow)v ON 5H7'£7 TO OF J_, (2.25'DEEP) gy. EXCEPT TWF PANELS LENOMS FOR ft00R1CCtjjNC JAf5rAtLAnoN.S 114'HOLE*6-o,C. SH4LL BE JiMilro !0 log' DETAIL 2--. INSTALLATION Or fZ4"xi I, F011 NEW—0--c0jv5TRucrjoAl, WOOD MEMBERS TO BE SOUTHERM Z 11LIEC01-ft EASTERN METAL SUPPLY, INC 114M - PANE,No. L. W/sanfic DENSITY OF 0.b5 OR COUAL. A--c—t -fVlll==aml SIDEWALKBOLTS0 E&Y-MBLE PANEL =1-I I Z.*;r PC*fM))209-d2ffX FAX f--61)84f-j?j6 15-042 C. r 1-114 1 1/2'1— f__Ilkfl!M.D I% i'LlOwUlON ;lFNrM4l7ON 7' fXVIAr W�X) v On A PANV-VATC MCNONS 'A Rf'WxB r d,I el)114� WOOD V AS Xp"UrABLL HrADWER Cq 20 JCKWT 1 114 1000 Rrozzwo I-MINIMUM RWER SEPARA770H TO REOUL?m EXsnw CLASS -rrT- VM ANGIE AWL Sri '-T FARAVOU TO Al., ExIsTimG GLASS I rl))/4�2124/2-S.S. Av­ S�"Dar mwimum srpAw if; EXIS711C aA5S cm7wr ' (J)1/1 70,1/7'Ss. ,Z I �. '� / I G Vwx SILL W/ 114=2%7 J.Vkq r(Air L PLACERf14" 22-. REOWRW eO,ls V 7/8,; i P`Arf 7 sails W/711" '12,VIN. VON APRADIBZNINC 1 3112-1Nur j 08 0 12'0.C 2- AAfia"Qr ANCHOR J TO rAlsi7mcS PLYWOOD I 112' 'Xlsi1NG Offal. __ LAG scfths F.6T—G BRICK VU Ca B• c.w/ c W/ 2'1 4'5TUDS —(n P) 0 16,0 C MAX RED D W1 NQLS 111111 0.4pw)"G,Pl,m MCKOIN OF PLATE. AS PER SCCYRW 2304 Of'FLORIDA A_I fiVVYNG CODE ALTERNATIVE 13A ALTERNATIVE I ALTERNATIVE 14 WALL MOWING INSTALLATIONS 80140—OUT INSTALLATION SCALE 1/8'- I• SCALE. IA'- I" INSTALLATION DETAILS ON EXISTING WOOD BUI NOTE FOR COMBIM170AP Or SEC77ONS.- VALID FOR PANELS USED JOINTLY WALL MOUNnNC SECTIONS CAN BE COMBINED WITH INTERIORLY RkrAf0VABLk_E4MELSQ_' IN ANY WAY TO SU/1'ANY INSIALLAIJON. FLORIDABUILDING CODE (Non High Velocily Hurricane Zone), azole 7717EM.W. 0.040"BERTHA ALUMINUM STORM PANFI fS.L 1. INSTALLATIONS ARL ONLY VAI 10 FOR MAX.A S.D. DESIGN PRFSSUI?t.WING 44 16 7 ___ (2.25'DEEP) ci -e,,. AND Alax. PANEL LEVCrH AS PER SCHEDULES SHOWN ON SHEET 10 OF 15 W12411d EXCEPT THAI PANELS I.ENG7749 EOR FLOOR/COIL/NG INSIALLAWNS EASTERN METAL SUPPLY, INC 1.11.; Jil'IAVII.D TO 109- 11LIECO=. \ (..r r1wr r"FINO&rNOmErivmc c"pmr rvl57 PAW(MACH,fL 7. EOR NEW*DOD rR4ML7 CONSTRUCTIONKV00 MCUDZIRS TO Rr 5OU771CRAI 82,U r". 561,184_",G 15- 042 PINE N. 2, wl sPrcinc ormsay or 055 OR EDUAL. WALTER InLT Jr.P.E. swrr rp or 1e