Loading...
HomeMy WebLinkAboutEngineering GENERAL NOTES Q ` (n 1. STORM P ON THIS PROD CT£MAL (RED.) VERIFIED FOR COMPLIANCE IN ACCORDANCE NOTES• LTHE 2014(5th THE /N6 7TNlS SID PANQ AT H/CH nY B.i)M/N/MUM EMBEDMENT OF TAPCON, ELCO PANEZMAIE AND CF TAP-G AINTO CONCRETE BLOCK HUR ES MWAII- /BROWARD COUN7)[S). UNIT SHALL BE 1 1141- 1 3/8'FOR.7AMAC NA/UN ANCHORS ANDi 1/8'FOR RED HEAD DYNABOLT:'SLEEVE'ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENITONED CODE B.2) 7/8'CALK-!N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INR)STUCCO FOR A WIND SPED AS REQUIRED BY INE JURISDIC77ON WHERE THESE SHUTTERS N7LL BE INSTALLED AND SHALL BE PERMITTED. 1/40-20 SCREWS USED SHAM BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST•AND 1' FORA DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSIALLA77ON5 UNDER 2014 FITC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT EMCEED THE MAXIMUM(ASD.) DESIGN PRESSURE RA77NW INDICATED ON SHEE7S 5 THRU 9. IN ORDER 70 VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 &3) MINIMUM EMBEDMENT OF 11410 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8'fNTD THE CONCRETE BLOCK.'NL SHALL BE FIRST REDUCED TO ASD. DESIGN WIND LQAOS BY MUL7TPLY7NG THEM BY 0.6 IN ORDER To EMBEDMTENT INTO STUCCO SHALL BE PERMITTED. 1/4'h20 SS MACHINE SCREW USED SHALL BE 1 1/2'LONG TO COMPARE THESE W/MAX. (ASD)DESIGN PRESSURE RA71NOS INDICATED ON SHEETS 5 7HRU 9. MINIMUM SHOULD STUCCO EXIST, AND 1'MINIMUM FAR WALLS WITH NO STUCCO. IN ORDER TO V£R/FY MT COMPONENTS AND ANCHORS ON INS P.ED.AS TESTED WERE NOT OVER STRESSED,A MX INCREASE &4) IN L4SE.7H4T PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EX/SIING WALL.ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS x(01 USED/N THEIR AAWLYSIS A DURATION FACTOR CD=1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SWML BE AS IND/CAIED ON N07ES IN VER B.1 AND B.2 E/RGITIQN OF FASTENERS TN WOOD. )ABOV STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RES/STANCE.HAS BEEN VD01TEO IN ACCORDANCE WITH SEC77ON 1609.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRCA77ONS OF 7HE ANCHORS THE ABOVE U&MONED CODE AS PER AIL REPORTS/0121.01-98R/O3214.01-00.10525.01-00 AND/05 12 0 1-03 AND MANUFACTURER 10617:02-04, AS PER S57D 12-99 STANDARD, AND•/0221.01-01 PER TAS 201. 202&203. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING WTAUA71ON DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET 3&4 2.ALL ALUMINUM SHEET MZTTAL PANELS SIMNEL HAVE 5052-X32 OR 3004-X34 ALLOY.. 9)EXCEPT 7X47 HEADERS J. 4&5 SHALL NOT BE USED. 3.ALL ALUMINUM EXTRUSIONS SL(U BE ALUMINUM ASSO A71ON 6063-T6 ALLOY& 7EMPER UNLESS OTHERWISE NOTED. 8. TT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TD VERIFY THE SOUNDNESS OF THE STRUCTURE WHEFE SHUTTER IS TD B STORM PANEL COMPONENTS qJ4 STUDDED PLATE AND(v5 SNAP CAP ARE PATENT PENDING. ATTACHED To INSURE PROPER ANCHORAGE THIS SHUTTER SI14LL ONLY BE ATTACHED TO CONCRET& BLOCK OR WOOD FANUE 4.ALL SCREWS TD BE STAINLESS STEEL 304 OR 3i6 AW SERIES OR CORROSION RESISTANT COATED CARBON STEL AS PER DIN 50016 W/50 Msl YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 9. THE INSTALLATION CONIRALTOR IS TO SFJIL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN W CLRNTTNLIOUS CONTACT W/TI 2411.3.3.4. / BUILDING TO PREVENT W/ND/R41N INTRUSION. CAULK AND SFV.SHUTTER TRACKS ALL AROUND FULL LENGTH. 304 SERIES S BE ASTM A-307 GALVANIZED STEEL OR 0/ S. BOLTS 7 a IMS P.E.D. PREPARED BY THIS ENGINEER IS'GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPMRC PROJECT. 71 57 STAINLESS STEEL, WITH JS ksi MINIMUM.YIELD STRENGTH. 10. () WHERE THE SITE CONOMONS DEV147E FROM THE P.ED. 6.ANCHORS TO WALL SWILL BE AS FOLLOWS: (UNLESS OTHERWISE N07ED) (b) CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION. PURCH45E AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PROL (A) 70 IX/STING POURED CONCRETE BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDIT70NS DETAILED ON TEES DOCUMENT. - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LrW. BU/LODC COAISTRUCTION SAFETY AT SITE IN THE CDNTRACIDRS RESPONSIBILITY - 1/4'd CF TAP-GRIP ANCHORS(BERTHA STUD-CON). AS MANUFACTURED BY TRU-FAST CORPORATIDAL (e) THIS P.ED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - 1/4'C L14W0 NAUN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC - 1/4'0 x 7/8'C4LK-.1N ANCHORS OR aCO male &female "PANELM 47e AS MANUFACTURED (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME 7X1 BY POWER FAwENEw, INC AND aco cowmuCRON PRODUCTS, RESPECTIVELY. ENGINEER OF REC017D'(E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. ENGINEER OF RECORD,ACTING AS A DELEGATED ENMEER TO THE RED. ENGINEER SHALL SUBMIT TO TMS LATTER 7HE 5 SPECIFIC DRAWINGS FOR RENEW. NOTES., •A 1)MINIMUM BWEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 J14' FOR ZAMAC NA/UN ANCHORS IS 1 J18;• (e) THIS P.E.D. SWILL BEAR THE DATE AND ORIGINAL SEAL ANDS/GNATURE OF THE PROFEBSIOWIL ENGINEER OF RECORD THAT FOR EZCO PANELMAX ANCHORS 1S Y1.14-AND FOR CF TAP-GRIP ANCHORS IS 1 1/4t PREPARED!i. A2) 7/B'G41(-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMTENT INTO STUCCO I1• SHUTTER'WWUFAC7URtRS LABEL SHALL BE LOCATED ON A REBID/LY WS/BLE LOCATION AT STORM PANEL IN ACCORDANCE 07IN Swim* inaa3 OF FLORIDA BUILDING CODE. ONE LABEL.SWYL BE PLACED FOR EVERY OPENING. SHALL BE P07MITTFD, 11410-20 SCREWS USED.SHALL BE 1 7/2'LONG MINIMUM SHOULD STUCCO EX15T, AND 1L46DJNG TO COMPLY WITH SECTION 1710.62 OF THE FLORIDA BUILDING CODE MINIMUM FOR WALLS WRH NO STUCCO. A3) MINIMUM EMBEDMENT OF 11410 if 3/4'ALL POINTS SOLID-SET ANCHORS SHAD BE 7/8`INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS MACHINE SCREW USED SHALL BE 1 1/2'LONG _ MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. A4) IN CASE TINT PRECAST STVNE- PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON.THE EKISRNG-WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REICH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) &A2)ABOVE 774IS DRAWING SHALL ONLY BE USED TO (e) 70..FxIsnNG.CONCRL7E.BLOCK WALL OBTAIN PERMITS IN 7HE STATE OF FLORIDA T%4'1 fAPCON ANCHORS AS MANUFACTURED BY T.T.W. Mom. - - ACFAST COliPORAITON. - 1/4'0 ZQ4C NAIUN ANCHORS AS AW 6ACTURED BY POWER FASTQNINC.CERS, IN 1 4'0 x 7 CALK-IN ANCHORS OR ELCO mob&female ?'ANELMAIE'AS MANUFACTURED �����` R jjr`/Ar''�ii - / /6' P� ,CEN F' ���'% BY POWER FASTENERS, INC AND ELCO CONSTRUCTION PRODUCTS 1TESPECTNELY. - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&S'PECLALTY COMPANY �: S FLORIDA BUILDING CODE (Non High Velocl Burricor - 1/4'0 RED HEAD DM48OLT SLEEVE ANCHORS AS MANUFACTURED BY LT.W. BUILD7EX No.44167 orals 1e1rw cvs 0.050" BERTHA ALUMINUM STORM PANEL . . : .. .. ._....._.. ;.tea (2.25'DEEP) a EASTERN METAL SUPPLY, INC 4XV MT M4W Di" JNW.0Haoiil�0 ` �,urssr��i, '�yA F1roNE(�sPos�-e2rAx i�c11a+1-171s EB-GW6719 er.r ooa�w oar n conn/ onr "M A TRUT Jr.P.E .firm +. SM FLGWQ+M 14167 : -� 14.515•(ltrYA[Dr97XJ -8.845-(MM WD110 �NUN) t-62ao- 2470' _y 3.000'A(= 200• �-- r2oo0•(�Yr:1.•rnF -1 t-saa0-(Esrz�crrvt-wnn1J-1 .129• I ' 1.500' 1300' 4.500' l300' 1300• 1.500' R12S M wuwar f4FJ I 12 AS A LMW(Opj 7S .R t25• 145• .145• 8250' qZ )L125F .� iS p75' N d hN c .125' RZ00' S P. I II h 075- R7Z5- g� ' F-2f26'�3:991'�1�-2125--j �2t25I I N ti .075' ..073' 'N Q 4250• RRl f Q FUU ALUMINUM PANEL WX HEMMED•EDGES (el HALF ALUMINUM PANEL Wf HEMMED EDGES259r- �' z2s I 2zso- FLCL R O "1I"HEADER 1s.119•(taut w4NN) 9.119'f�N rJmnp 03 "h' HEADER 0'3w Max. 'U' BUILD OUT �---12000-(aTEMW WD711) I F-Q000*(UTECINE VMDO-1 -J' =QE: 190 x- 1.500'. 13QT 1:500• -s.500•.. . --i:50,p'. .. .. _... _'-1:500'.._.._.--L500'.. - -_y:500'. - .. ... _--•214'.. .. .. .. ..-.. --- --'... __._.._ ... ...___._ _ h ' .l4 N�RCIHE mP, i 12 a hi 1f E(W1 cs� b o g • .199• b. oR .159• ---� c1 o g h b °! c� + 2125' 4597' 2125' �-2125­4 1.850' To 8062' �,�• R .200• 093• ® 10 FULL ALUMINUM PANEL�y,LHEMMED EDGES (rel HALF ALUMINUM PANEL WI-9 HEMMED REVERSED "F!!I ANGLE Q HEMMED EDGES �,- STORM PANEL ��• ' RE Q) D J O 3 8' B OA 314' B. O. .J74• so,rr:lir.,• rte- © 3'ANGLE BUILD OUT 'F' TRACK Or TRACK .188• � x094- BRACKET s=E:J/e -,' sralt:J�_,• .YJO• 1/4-r s s snv f�GE�© Wd SII/t£:ave'-, 465 . r w i-I 145• umaw>E b ' fir' �,c� .093• - ti �Y�� r . 1fD tacvroN Re2r 9) 'F' TRACK ANGLE SGI(E:J1,r I' .875' 5.000- I_T � �r r-�O-OR.050• gdC 1/4 /J04.STUD VEM ON SECIPM '(AL4XxffBDETAIL 1. s w w/wE Dist z= �dJ=OFO 11 2' x 5' (Max.) x .125'ANGLE A ME 0 SPACOM ZDX ANGLE WITH STUD Nrclra PLAYED WM Nur SME:4m,-r wvr•J/e--r .QPTION 1 0PnON 2 12 KEYHOLE AT PANEL /.31r zz5' 1 4'•3a4 _ z7 s s 788• a.. 1 2000' _I os2RIPM - m RATE 2 T- O 12'0.0. � 750 . 1rAlE' (SAY�y LVE ? 81�'HOLES .281 - � 2000. -T 2700- .09J' REd1- g EDW 0F© - '_ m. 2188• Ifn'�w , j 10 STUDDED ANGLE .471• Rf.✓II8' w +- 4061-13µm Ata! dTA © lf:J/d.1' TIP. KEY HOLE-WASHER 12A ROUND HOLE AT PANEL (2 5/fe•NceFs MR 20 1• n �a tt• X��e�'-' (OPTION rO 12) - SCAV ss TAPCO _ ®STUOW- PLATE rAracOnrs �r;klar •moo\�+��Q.���{ '�' i� \\ 3`,. " • ��' FLORIDA BUILDING CODE (Non High Velocity Hurricane 3/16•4 +- rr .. i- a p� _cS' ours r¢rEm n� 0.050" BERTHA ALUMINUM STORM PANEL 1 fYD,_._,. F.; v� (2-25'DEEP) 14- 44 _ OR4 EASTERN METAL SUPPLY, INC031 16 1xTx1.L' LONG WA PUTS S 1L' 9Z'0 /Ne. : 3f6' 4M WEST ROADS VRW WEST P � v m AT TESTING t ENCINEER/N0 COMPANY KK'Jelh' a im tram GVSHIS a Jnee PHONE:(5s1J2os--8264.1X*(561}941-1716 15 tp. +�••C- \\\ FTnr S(.I0SJE71-15".M. (10.7)671-iSJ/ sK i mo�a��7`'.'��f•. �Jsk••L.•....�.•14�.w��°�\ fOMKft Saxsio� eur ORA AL +:1c tom zr�EY aaoo + TOP TRACK (SEE COMPONENTS, SHEET 1A OF 9) CONCRETE ANCHORS (SEE SCHEDULE) g 1 Min. Kax.� 1•Min. 0 o 0 0 0 -1-n---r_; Q 2 1 W TYP j w J C7 A 11. 111114- CONCRETE ANCHORS (SEE SCHEDULE) 3" Mox. 1 Min. max. 1 Min. BOTTOM TRACK STORM PANEL T rf Q. .,.E FVA TION (SEE-COMPONENTS, SHEET 1A)• - SCALE 114" Max. GAP1 1/4"Max. GAP 7YP FLORIDA BUILDING CODE (Non Nigh Volocily Hurricane _..__....._._....... . . . ........ ..-_.._....... _. .050 BER O ozols ra>wo,n+a UM STORM PANEL _ 2:15"DEEP) of •No:<,4 '6T SECTION A—A ' I L`: E'C<�tNe. EASTERN METAL SUPPLY, INC 4266 RM7 Rawl we .. •Q•� n1.ur IFSnNe Q£NOINEER/N0-coMPANr wrsr PALI aFACr4 R.J74O7 SCALE: 1/8• = 1' .' yC •�d+', cue K�aee..st,sa sz'�wan owio+s IL nfes PHONE(5H1)Z09 8261 F.t4.(-1)841-1716 1 EB-0006119 - ac r. - ass++wr a.¢ nr.r �svrav aur eF na__t,v W sisi • i+ttntdt►n�� TAFCdQ JAW NALK RED WAD TA°W' '.ZAM4C MiM FID MID 7AfKXtVS IAitiC XittX liED fffAD OYKWMr CF VW-GW.C4W—GR Cpn+, DYWAXE,C£LAV- PY;GUK-AV OW 'a TAPOO tT,O'TAP-GnD;QYX-A QP o EWO.mw IEWE All9 Apm QCD AMW FETCCtE PAVDJ141E =N.LL FOW REL Id�AR D/N19DCT, M M4TJ fFINl6 P.WD.WTE 4 ph SO CT rAP-4W..GttX-N OR 'Y (SW SYXft U FLR sWADW) (stE sGvmceE FON sem) UCO tutf/7�uEE ( stisrtwnE FLR sPArsc) ./ cont AWF ' ` ARLfgEtS(SEE St1aDGtE FDR S ACBYC potow -J. I PWRED P&O" cONCRE7E COAMW RE ( REourREO� a 7TEormeEGo ( I h= I'Ummummimmum I 1 a SEPARA7XM1 70 ( ! •( �i SEPAMWAf To— ( T'NRFNERF CIAO I SYl'W AWitW aWi CAW � SEPACLASS R7770N 70( GLASS I I (. N 1/4'0-/20 x 314' BOLLSN�NG7fNUl 0 4 ( V M2-O.C. I L o 114'"0 x J14' � 7f8'�3J2'87=NUT ( 1 V MI S W/ 72 O.C 2 0. a ( 1 ey OCont. I}1 7/7 I o PWREO ci (CONCRM POURED J � c� u o I / a OR CONCRETE r"` � I �) W �r� coxwm_/ W - I POURM ( POURED BLOCK WALL (CONcftX R CONCRnE REOtRAEO RE'WRE0 7 Cant. off B Cam, BLOCK n'4'P 20 �ALL Ro um omoar > .C�AIK-M AR r ZW C XWA RED F7FA8.� I !Yf NUT O CF LP-CAP.Gt(X-dt 64FT.CO El4tK1 fE'WtE PANE73LItE OMi180ET.CP TW-CRR;GKK-W A4 Tom.ZNMC NYLa1C RED 1 Cont EECD.MIEF,/TETWLE PANETLAfE T4�cont �� EZCD.M4F,/Tt71gLE PARElNA7E OR ARL71Q4S(SEE SCNEOfRE FZR SPAOAC) TSEE SGfEDU!£FDR 5PAC7FC} a F� 1 (SEE St71ED W FDR S-AEAG) {SEE sCFmu FUR SPA m) SEC"°" @ ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SC4LE:3/8'- 7- SECTION 3 SME.-3/1-a.7- SECTION 4 sauE:3fa.a 7, Qu 7/Bj !'dfMtMUN NUT WING SEPGLASS ro i 1 6 0.o (SCE SGiEOULE ON }uSHfiM 5&7) (WWNom) ci I I ( ' POLM ( BOtts W1�071NOTE FOR CONB7NA770N.OP SECnoAS a C W -ACI 3/32'WI1.16;X0 WAUIFZOORICBUNG MOUN77NO SECWAS CAN BE ( 72 a C. COMBINED IN ANY WAY 70 SEDT ANY JNSTAEL4770N. CONRtXT ( O WALL . OR BLOCKd/WtnETE I REOUIRID . XL REWkM ~S f g 1�0 cor2 rArr.auac Fucnu RED NEw l ( €7 `ttltttiNitiicfltr oxivaLM.r.CF rAP-FSAY',L'AEx-a as `r: \��� - r-g A. 17"''�f,. SEMON @ STUD �q y,� � � �++``1�P�' �2rry FLORIDA BUILDING CODE {Non Nigh Velocity Hurricane -`�'EAI '9$ '•��1 s 02015 7XZW,fti 0.050` BERM4 ALUMINUMSTORM PANEL E ) OR WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION 7g = ,� EASTERN METAL SUPPLY, INC SECTION 1 SCALE:3/8-= 1- SECTION 2A SCAtE:3/B'= r' �,•, i L Cir O t1 e. 77LUT T'ESTMG d•ENGFNEMNG COMPANY KV FALM SFA =07 NOW DErat dr src77DN o s7UD vAUD Also PGR ':�{ • k �(l�y+ AEIK t,os r�`-r .,m" ''t 1531 a FwavE(scpzo9-azsJ FAX{561}947-7716 15 WAt t AFOt7NRNG tA57AttA770N-SM 2(TOP) A�.•�!'4 E8-WW719 sr.w mavmr as me. A n oar CRF d fi1ZF lu'°r'i S�yZb, W ITM 1I 44787 = an rr.m SHEET • " 1 N, GPCMCy C"-AV Q4 ELGG CF VIP-GRP,CUK 10 Can, F4"E PAl12LMIE AAC71P45 �PANELAIAW 7/B'/WING T (� '1cR sPAL�) APLE PALE AT FMK£ mFol lE / E D. A'fE 5[7EDULE MR SP.ILSYOJ E D. MM((pp BQLT_ NL?kS W E D trWLE PANELNAA O iZ Q a GVX-W.ALL POINTS SOUD-SEf OR I. 6Eaarc foR — g 1'Un. POURED CONCRETE I I POURED CONCRETE I I I I ELCo MALE/FPMME PANELMAX AWHORS REQUIRED i 1'- E7EOi11R/D "41 I I W SdfEDULE FOR SPACLNG)POM ED • e_ 1 I I RWLr»WV� o POURED o 1 ALTERMTE OR CONCRETE w I LEG LOCAWN I BLOCK WAIL o i 5 L:onl. 9 Cart i REQUIRFD� 1 Con, -� 1 , _ I ams W/48 Qu 114'OF-20 �x I I I 1 . .. 1'MINIMUM 'I - .. '"- -Y-7I/N/NL7M' ._ I- -_ .. .. _ _..� - J/ 'W/NGUI O- I .-.. s>r ro 1 GLASS SEPARAnoN TO I 11,42 = 0. C. 1"MINIMUM SLYAAON TO I �' GLASSRA I I GLASS I CA t//4'0-zQ if Jlt' a I DOLIS w 7/6 x y I a I I ! J2'a WING NUJ OALIBMTE I LEG TION 1f g Cont I 1 Rw �e ) 114'O-20 x J 4' I :91 1 1 I i3ur,o i/o. r_WNG K NNUTT 0 I I o cont I t2 0. Q I o�OmENM m I CONCRETE m T- I B I L� 1 OR CONCRETE Coat REOUlRED BLOCK WALL T 1. , REQU1Rm 1'Min. T-Xn. pO1,,6D I XIA 7.000 7 1 171- C4LK-/N,ALL POINTS BUD-SET OR�M7E ANCHORS 1f/4_'0-20 B S.MAcMNE Rm"�D I I RE POEM CqA� TT (SEE Sl�AE�FORP P.MM) TIPCWLS 2AWO EL4KlL E7ED ErfAD� <foLT W/NUT&WASHER onwBLYIs(eLocx AW a tAr-CR1P a 12-O. a � fE E D. FR"PAAMEAUTE A&MRS E D. cAtx-LN ae LzcG LLUE/FtLcvE MK-MV VR GM MLV rwLionLc o�urav ox rico M WTEAA17.gP5 1 G'L EE (SEE SO4MME R SPAaN9) (SEE 5M UE FDR 6PACM) scrrtauE F (sEF UR sP,raic) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION•(D. - SECTION 5 SCALE:J/6-- 1- INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - SECTION 8 SCALE:J/B'a 1' SCALE:3/6 = 1• SCALE:3/8'- 1' I •SCREWS USED AT ANCNORs MAY BE 1/4-o-2o SIDE SEP�NnON TO. 1 o&©/®OR 1/40-20 TRUSS BEAD BOLT GLASS I •SIDE WALK BOLTS ARE J/4 CxJ%327MCK HEAD MACWNE$CREW W/LMGM AS PER NOTES A2 e a2(ShEET 1). I 7/4'0-20 x J!4' E D. > EDGE"DISTANCE g Cont BJous W/7/678x0 ISEE SCNEDII�ON •TRUSS WAD BOLTS ARE 1/2%x1%6-DOCK HEAD / SHEET 6 7 M4aftNE SCREW W/LEMON AS PER NOTES AZ& �Z'Q Q EL2(SHEET 1) 1.000 I 1 LOW N07E FOR COMB/A147ION OF SECnONSWALLIFLOGRAC8U >x1 cays —W O4� F✓ ONS CAN � I E a BE C m IN ANYNIYAY 7O SUR swci n ALLAnoN. ��' C�9!C`! " /i FLORIDA BUILDING CODE Non High VelocityNurrican .(sm s 2fivAE ELW sPAaN9J... - -. ��Q�'' G_N ',s!. �.,, 02015 mucro Lr,C. 0.050' BERTHA ALUMINUM STORM PANEL POURED ccwcREtE `�: �,\ � SF � (2.25""DF P) ! REQUIRED FLOOR MOUNTING INSTALLATION = EASTERN METAL SUPPLY, INC - SECTION 5A SCALE:J = 1- _ _a ZT�l �_lol 4268*EST B M F LN1NE ITLLIT TESTING..&ENGlNLE•RING COMPANY WEST PALM BTA,tL Tz 3J407 Sra•:1UL'v R=m PHONE(561)209-8263 FA*(56t til-1716 (SG6MFrSI !Y.xr IF]Ionf1f 91Ti III:b Rso�M a0[ L e'��' F� }��• �w EE-OOOB719 erEr��U'•�"•-':`G• �0���, A[IAF k1s7 �. pDrE=ffi .. M. �... .. SHE • •EFEE(1111111ti61!!4�!"�, II POUREDCONCRETE CONCRETE OR VARIES OR BLOCK WALL CCL TE BLOCK WALL AEWARED REQUIRED 7 OR 2*x 3'x.003'3105 N-14 OR CONCIZM BLOCK 15063-116 ALLOY Cog Afum ANGIE PGURW GO"'m" 0. r A—\ WALL REQUIRED WM ANCHORS 0 12' OR EE7EBLOCK C0&WM7r PWANUROREGUMM ANCHORS not A Q Y2,a a ,Ilio. vr )I CONCREW '- I ANCHARS C, VANES J* OR 114' REQUIRED ALWAYS 2 x 4,X.125' 2'M=. ORC6 IV 2 x 5'x.055* G t 2-x I-. DO- J;05-H14 OR W=J-75 ALLOY Cant Mum ANGLE OR Cont Alum.ANGLE OR.080'J10S-4i?S4 SHEET METAL Alum. 114 BOLT 4'x 4'x.072* BENT P147F O 2;f 0. C. 3105-M4 OR 6063-16 ALLOY WIJ4CKNUT Cont.Arum.ANGLE CASE A CASE 49 -04 CASE C (Plan)" CASE (Flan,SG4LE. lle I' Sr"., 114 SCALE: 114'-= I- END CLOSURES DETAILS '=E. MAXIMUM A.S.D. DESIGN PRESSURE, RATING (2.s"f. POURED CONCRE-W COW. AND CORRESPONDING MAXIMUM PANEL LENGTH 2" OOH (OPEN POSRION+) POURED 6014CRUE CK WALL POIJ SCHEDULE FOR A GIVEN .SYSTEM ORM . . . OR CONCRETE Btoctc 7APCf.W ANCHORS OR WALL REQUIRED ALL POINT SOLID-SET Max PANEL LENM (SLE SCHEDULE FDR WV W6) +fimwp 4P T Nq WXMW L(M) ROM CLOSM CA N Asa vmGn PRESSURE PATM HUWWANE CON u=o W/ MOUNRNG.W/ WALL MIW= COW d +30.0, -J0.0 12'-11' 1 1 MINIMUM W-ARATON +Jb.O, -3.5.0 W-11- 1,mommum 70 CLASS CONK, SEPARAWN +j5.a -40.o 12'-0" W-O' 70 GLASS 718'x JIJ2' xc miff 0 Gi FA snID CON W GREX _ ORE MINNUM +40.0. -45.0 11-2' POURED - COM"E CON-- CASE E (Pion)) v +45.0, -50.0 10'-7" 10'-4" 10'-7" Cowftw BLOCK WALL SrAtf. 114 1• +50.0, -55.0 W-0, 9�-4' t0-o' REQUIRED POSITON+) POURED EW SEC 0 STUD L LO a CK OR CONGNS _ +55.0, -60.0 9*-7' WALL JEWIRM TLP. TOP180 Trom +60.0, -65.0 9-2' 7'-g' 9-2' VkPCON ANCHORS OR ALL POINT SOLID-SET GONE (a-EN PONMN+) +65.0, -70.0 81-9, 7-2' (SEE SCHEDULE FOR SPACING) %1,%titilliffisio"i WALL YQUIV INSTA&RIM/P�** y FLORIDA BUILDING CODE (Non High Velocity u a 7 0-o' 7-5-0 E+70.0, -75.0 8-6' 61-8 SECTION 02015 m7EW.mc. 0.050" BERTHA ALUMINUM STORM PANEL (2.2.5' DEEP) +75.0, -80.0 8'-2* 8-2' SCALE 3/8' 1 EASTERN METAL SUPPLY, INC MX MINIMUM PANELLENGTHis 3�-O. •L E-C 0 imc. 4268 NM R0405 MW WW PALM WAQV.R.73407 PRONE(561)209-8264 FAY.(567)641-1716 FLOAM ik-14067 64 WAIIER A MlIr Jr.P.F nm scimm MWVM JZSW.WM AMWOR SPearx MAXiVUH A.S.D. DESIGN PRESSURE RATING (p s f AND CORRESPONDING lEfAXB(W- A. .ANCHOR FOR A CAM S¢DOW LW AAD PAAE7.LRNME D. is"EDGE DISTANCE A D13M 1 W SE Wt tD A5 PFR " SaAVULE sr�r FACING SCHEDULE FOR INSTAT l9TION3 INYO NC�,'E E .4N0 CONCRETE BZACK SIRtICTZIRES 'WTM MWWW ANCHORS SPACING FDR E D.a J 1/2•~s APPL OW 70 ARXAW U4VWM ANCHORS SPACWG FUR E D. -J 112'*' TAPg7NL4 A CALK-IN SOLD-SET PANaWES' CF TAP-MW SECWNS#& PANEL DE37GN TAECGNIS "HD D1 LT fWX-W SOLD-SET PANUM47W CF fAP-GRIP ANY 7 PREMRE ANY cOUBM77 UNGW N LPs J coli m IN7i'CW?Y G MWM W-WARY COMMM WMA .COI M MWW Cafe IK dam' cb TO uAAmW of WHEN 2`(n.) (P.mij O rE MASONRY O rE K45bTo To 79 �W c�E1e MA CasTO k W MAS& r U lE MAS W'.COAURM AMSOA rY To TO ro TO OF ntEu 12' - 12" - 12' - - - 12' - 12' - 1 (LOP) t8' - 12'++ - 12' - - - 12' - 10' — 1(TOP) 12' 10' 12'+ I2` 12' g- 12- 12• 12, 12~ 12, 10 1/2' 1. e(VOTft1M) 12• 6' 12' 12• 12• 5• 12• 12' 12- 12• 11 1/2• 6 112' 1, 9+(907R7i 42' r2'+ - t2' �2• 12- - .12' -72, _ -12' ++ -._._. . 12,._ -f2•.� �f2"- 12 -12- - 11-1�2' - 2.9+( 'I 12' to,* 12'+ 12` 121 8' - - 12- 1?' 12` 10 r/2' 2(BOTTOM) 12' 6' 12'+ 12- 12' S• - - 72' 12' 11 IA' 6 112' 2(90TRM1, 12' 10' 12'+ 12' 12-"" a. - - 12- 12- 12' 10 112' 24(BOTTOM) 12' 6' 12' 42' 12• 5` - - 12' 12' t1 1/2' 6 112• 24(BOTH +J10.-40.0 12' - 12'++ - 12• - - - J2' - 12~ - 3&4(Ttlp} a-0' +35.0,-4t1O 12' - 12"44 - 12' - - - 72` - J1 1/2' - 3&4 1101 OR 12' 10' 12'+ 72- 12' 6' - - 12- 12, 12' 10 112' J(BOTTOM) OR OR 12' 6' 12'++ 12' 12' S. - - 12- 12- 11 112-15 112- J(SOTID.tr,' LESS ++ _.. 1t-- LESS 12- r0, 12-++ 12' 12' 6' - - 12' 12'... 12'.' 11)'112' 4(BOTTOM) - LESS 12' 6' 12' 12' 12'. 5' - - 12' 12- 11 V/Z 6 112- 4 ga0TT0M, 12' _ J2.++ - 12' - - - 12' - T2' - 5(Top) ' f2" - Jz`+ - 12 - - - 12' - 11 l/r. - 5,(top) 12' 10- - 12-+ i2' .12 a' - - 12' -12" 12' 10 112' 5(BOTTOM) 12, 6' 12'++ 72' 12- 5' - - 12" 12` 11 1/2- B 1/2, 5(BOTTOM, 12' - - - 12- - - - 12' - - - 6(am) 10, - - - 10' - - - 12' - - - 6(TOP) 12' - - 12' - - - 12' 6(BOTTOM) 8` - - - e' _ _ _ ft*. - - - 6!BOTTOM' 54 &OT7t7M 7. _ _ _ 7• _ _ _ 9 112• _ _ _ 547807TOAi 11' - - - 17' - - - 12- - - - 7 1r' - - - 12' - - 12' - - - 7(BOTTOM) 7' - - - 7- - - _ 70- - - - 7(BOTTOM, - - - - tz' B' 12' 12' 12' 12' - - (TOPIBOTTOM "' - - - 12• - 12' 12' 12` 12' - - (fOP/BORL 12- - 12' - 12' - - - 12' - 12' - r CLOP) + ONLY TAPCON ANCHORS OR All PONT SOLD-SET ALLOWETI FOR MOLAVTLNG SEC170N 9. 12' a, 12-+ 12- 12- 6' 12' 12' 12' 12' 12' a 112' 1.9!'(6OT1OM) ff ANCHORS SPACING ONLY YALW FOR 7AM4C LUIUN. w /2- _ t2-++ 12- 12- 12' 12' 12' 12' - 12' - Z 9F(70P) • SEE SHEET 8,&9 FOR ANCHORS TYPE&SPACING 12' 8` 12-++ 12' 12• 6- - - 12' 12' 12' 6 112• 2(BOTTOM) FOR INSTALLATIONS INTO WOOD FRAME BUADlNGS 12' 9- 12-++ 12'' 12' 6- - 72- 12' 12' 6 112' 2A'(6107`70V) •* MAW(UM ANCHOR SPACINGS ARE MALI)FOR J 112-LOGE DISTANCE FOR E D.LESS THAN 3 112: RFDUCE ANCHOR SPACING BY +J5.0,-40.0 12' - 12'++ - 12' - - - 12' - 12` - J& 4 (TOP) MLKTIPRywo SPACINGS SHOWN ON sa%WULE BY THE FOLLOW/NG FACIms (Mtn.E D FOR CALX-IN ANCHORS&QCO OR 12, E' i2'+ 12` 12' 6- - - 12' 12~ 12" 6 112- J(BOTTOAQ >8-0' PAW.M47r IS 2 112:AND 3 112•FOR SOLD-SEf ANCHORS). LESS 12' a' 12'+ 12' 12 6^ - - 12' 12' 12' 6 112' 4 (80TI0M} TO 1p�• FACTOR 12' - 12'++ - 12' - - - 12' - 12- - 5(fop) ACTUAL E D. - 7AMAC41AUN 12- &' 12'++ 12• 12' ...6- _ -_ ._ 12' 72'...` r2~ s 112' S(BOTTOM) TAPOON ./4YMBOLT CALK-W SOLD-SET CF VP-QW /PANELAW1Es 12' - - - 12' - - - 12- - - - a(Top) J' - .66 .75. .76 1.00 10. - .. - .... ...1.0. _ _..._ ..12' -.._._ _ .. S(60Tt0HJ.- 2 1/2' - 71 .50 - ao 9- - - - 9 - - - 12' - - - &I7 BOTTOM 2' - SO - - - 9• _ - _ 9' - - - 12' - - - 7(BOTTOM) 2' .35 - - - - 12' 6- 12' 12' 12' 72' - - (TOP/EOTIOM) �`,aSy,9} Uat�l1! ,f . `�,�t (� [SIJ y�rr FLORIDA BUILDING CODE (HOA Nigh Velocity NUrrica r, o2a:s-Mn=.INC 0:050"--BERTHV2A5ESTORM PANEL s No.'4.-4- �S . RNTE METAL SUPPLY, INC Z6a , WA1 L1GAD5.DR,YE' T TFSTINLC 3 FHGIN£ER/HG COMPANY *W PAW BSW&.2 33407 j'1'=>- axv A:R SCc m t lS iL STf66 PlfONE(se1}za9-SZd3-FAX:(WI)641-1716E8r=00016719 f3,x _lw_ ,rr.r. ,-.wma AVE '�F,r�'��' �'"•�+.�' t��yo� IVTN Ir,J4I67 r 4LD t1-= j SF. f..�.a AAATil:�.�.si .tt\tti�• CONCRETE ANCHORS CONCREX ANGHM c (sEE scfltzruL�� � [SEE scHE�LE1 1/4"Max. G4P 4 0 1/4'Max GAP i ci I I I D POUR® 4i I I CONCRETE I POURED yJ REOU1ONCRETE I 3 Carr. REOUIRED I I 2 cont I i SECTION B'-B SCALE: 1/8'- I' GCASS i I F.. QASS f'Arm. SEPARA7IGW I °i I TO CLASS i 1413/6, !4A/6, 1,Min. SEPAWIl70N 15,16B/7 15,16A/7 t 1 w (WHOLE) (WHOLES) BUT NOTCHED 1/4--20x1"S.S. i i I 16 EA CORNER t1D SIDEWALK BOLTS. m I• : H BOTTOM AS SEE DETAILS 2,/T, m i DETAIL 2/7 1 {y SHOWN. 2/15. (WHOLE) I I t E W/7/B'0 r 3/J2' WING mg a 11"00.C. 3— '.'..' B �•:': SII do NaG'vN-I 2a x 31/'3S2S' Ms INTERIORLY REMOVABLE W I / DEW BOLTS It ! " (SEE DETAILS I 1 I I % .{:0}. 2f7, 2V14) CONNECTED POURED j :'. TO 1(b THRU CONCRETE ZZ/757 ! I 1 S/6 0 HOLES AT OR CONCRETE I I .::,..}, t' 6'OX do �� o � ��E ! — FASTENED AT REAR ' OR CONCRETE I $ W/7/8:0x3/32" I. BLOCK waLL 4 WING NUT V EVERY I REntRREO ki I 2 OR K1 OR 1 SIDEWALK BOLT. I I CONCRETE ANCHORS -101:14B/6, 14A/6, (sEE SCHEDULE) 15,16B/7 s 5,16A/7 COMCRETE'ANCHORS— vs - J" CONCRETE ANCHORS (SEE SCHEDULE) J' Cant (SEF salla ) INTfRKNtLY Rl7I0YABLE PAN£L' Max. 1MMin. Clxrt SIDEWALK BOLTS DL"i 1 Min. 1trRL1 MOLES AT 6 6'D.0&EAS SECTION }OA SECTION IOB AT"-W p INTERIORLY REMOVABLE STORM PANEL watt MOUNT iNG INSTALLATIONS PARTIAL ELEVATION Y SECTIONS 10 SCALE: 1/6' = 1" SCALE:J/B'= I. INS ALLATIOWS VALID FOR PANELS f USED J�OINTL—Y R`�ppllililPPP//f7• WITH INTERIORLY REMOVABLE PANELS 1) vkZ JR, FLORIDA BUILDING CODE.(Nan fth Velocity XLirrlcan 02015 VIEW.ova 0.050" BERTM ALUMINUM STORM PANEL (2.25' DEEP) < M T EASTERN METAL SUPPLY, INC f 1 L E y 0 INC. 4293 MT R=$aRNE - -'i '� P T 1ESRNG&ENpNEERINfi COMPANY NEST PALM W4N.1L.JMO7 sir • l�+�..•;ti t��"` sxs xr.xusSet,,sw mt sr�act sus a area PrtORe{5s11sos-R=FAX WI)SO-1716 H.n.:(Jo5jdsl-ram. :Paas sn-Lau ae w ciwnmr aur i..wa- .�s Ontr t IC t� \�' \� iB-;o 71J aa FcS' +4yyr m tt-Ta a r'`rfifil7iitti<\1«' ILor A Uu 44167 x • ' -CoArd?Elr ANCHORS E a. C0NCRE7£MOMS £. D. (SEr SCHEDULE 'N POU1.MD E a POURED CONCRETE POURED CONCRETEREOUIRMr—EO, ( i EO. R POURED� --EO. ! !-EO.— IPEOIRRLD� £0. ! E £O. REOUBtED� ..,_E0. J.E0. I NX f ! 5 Cont ( j 5 Cont f I 5 Cont ( I 5 Cont. 1 i fj —17'un. sEPA0170N j 70 GLASS +u t_t�fa_..^EFA(fAZIGN 3__ SE7TARAttON- 7O 70 GLASS Goss I . .._...—._�. 1'Min.SEPAR WN I 1 TO CLASS ! Yij DETAILii ! ! j y DETAIL 2 j . 7A'0_x 3/3Z' t f ! ( I ENG urI 16 k STUDo f WING NUT O 0 0 12'o. C. I 7/e^m x 3/32.� EVERY� f Cant L i f i EVERY STUD 12'O.0 f i f 7WWG NU730 � { @ Cwt. } f EVERY !Z'6 G f 'Cont A MMIE LEG I f EDGE OF I N I tOGAmm N 7 ! E POURED CONCRETE' i ( 1� APPUTCABIE — — f CantREQUM i _ // / EDGE OF AUFm7E to ( CREW ANCHORS (SEES SaIEEVULE)) E.0, PGDNr:RETE—+ RE'OurRED ! APPLKII`BLE V / I I 1 �LOCA770N OURED I ,• Ir LL CONCRETE ANCHORS — • (sEE S'CHED w E D. ARID C �L Eo.--! I INTERIORLY REMOVABLE'PANEL Qt w1 lu POURED CONCRETE ANcrtDRs u . SECT ON( 11 A SECTION 1 1 B SIDEWALK DMIS A^EE OEM 2) G""R ,w (SEE sGtLfL w CONN 70 5 ItlRu 5161'! CElUNG & FLOOR MOUNTING lNSTALLAT/ONS Ar 6 O 6"O.0&FASTENED SECTION I2A SECTION 12B t ly.Y REdtGYABL£PAVELCI_)l AT REAR W 71Bi173132'FAST Nur @ EVERY SIDEWALK BOLT. SIDEWALK BOLTS aEfAll SECTIONS 1 r B 5/L SCALE.31B.m 1• CEILING dL FLOOR MOUNT Af-G INSTALLAT�O•/�S t Ar o e•o.c FASTEN AT REAR W 7/8 tri/32^"m N ►875• +/+n 1•ss s�Ew1 SOUS SECTIONS 12 °EVERY SIDEWALK Ba b W/3/4" ,�.E.A 7P 7teru MY B'as SYi7LE:3/61'= 1' W/114'-20 AVf AT AFAR. 1 . KING w„rFt� NSM ATIONS -VAS? FOR_EANEIS U enlr O SED JOINTLY B a s WITH INTERIORLY REMOVABLE PANELS n "'ti FLORIDA BUILDING CODE (Nott Nigh Velocity 11104 one 2 o D BERTHA MINUM STORM PANEL FF E 0. • EDGE DWANG£ 25" D j '. eats ra1Fcb a+c 0.05 {SEE`SLYtfDUIE'aN (2. DEEP) . .1875" I SNEET 7a� 11) EASTERN METAL SUPPLY, INC a7/z .-!/i"Aq!£O B'0.C. " 'd• �� ••�' ' F -'ti/ �1KG. 420 WEST A'QAGS VW � .050" NOTE FOR COMBINATION OF SECTIONS: r• j' l /' FLOOR/CER.ING MOUNTING SECTIONS Gvnl 8E `'`��p�{C� • '� �` Ft.JX07 >yt.Llf O N PHONE 0209-82PALm�BJ�FAX(551)x4 17,e 15` DUAL 2 — /NSTi1LLA710N OF f t"xf' �,. I!�X $(�T3' O RE�fOYABLt Fj�NEL COMBINED IN ANY WAY TO SUR'ANY 1NSfAt1AnON. °o, �' •.....• �� 4�y vew:(ss u+-rsm.ro::tsasJasr_fs, an► ae�a wr ,. as DPAK '! V scAle!'�f' �F�drtf,� iiV A `a 8\Lt��� hLle 441 p dO tt 217' 4. shw 9 MAX09 M A. _D_ DESIGN PRE35TIRE RATING (p..i) AND CORRESPONDING XAKURW ANCHOR SPACATG._.4(''3'� ?, •, ,!1> ...I�'�S'7' .TaTlD�y,� X CONCRM AND CONCRETE BLOCKA=vamv �3UCTUIL�S IT�if Tai7RAa W.-ma mr-.NIX=4 JAW A" OVK-N ._.HYD-gr ff,DIF-ow PAMU S �PAMMMIF ALM 410 SS DYC1�V Sy coo 1 f wammumPAAQ alma 4+.IJ ANYCU6PW77! ttxrx 7.•DU TO COADMW TO BLOCK m PDAC7rEW IO fiWW 70 PW�MW m$PIX W OMEMW TO BED= W W WMW TD OMCMW W La= W VWJ=WPIA N CaWn F 70 ROM�TO VM%WTE TO BLCCK OF THIN 12' N/A f2' WA N/A Ni^' 12' N/A N/A WA WA N/A 12' T2' WA 12' WA 10(Tl1P) __. 12. .. -.f' __..'O• NIA NIA .. .12• ...-.9• _NIA _.WA.-_ _-INA..... ....NIA ...12• -- .T2S_.._ .l 112'- _..J2'_ _-6'�.__ !(tZj9f1TT010- ..__.-----.'____ 12' NIA I2' N/A WA 72• 6 T/2' .N/A N/A WA N/A J2• 12• 5 1/2• 12' 4• f08(6GTJON) 11 1/2' WA I2' ,WA 'WA WA 12' WA NIA NIA WA WA 12' 12' NIA Iz' WA 11(TOP) 6X5• -63.5 B 1/2' WA 12' N/A N/AWA 7 1/1' N/A WA N/A WA N/A 11 f/2WA 11• WA 9 1/2' AVA I JA(BOTTOM) 9'-D-OR LESS NIA NIA NIA WA N/A WA N/A NIA NIA WA WA WA 3' WA J• NIA 1. NIA Ile(WTIWf) 11112- WA -12' NIA WA NIA 12' WA WA NIA WA WA 12' WA TY WA 12' WA 12(IM) a 112' WA 12' WA WA WA 7 lIz' NIA WA N/A WA WA 11 I .. ... ... .._ _ 1 f2• WA rr' WA s 1/2' WA 12A(BOTIOR) �. NIA NIA WA NIA NIA J• NIA WA NIA N/A WA 4' WA f' N/A 4' N/A 120(BOTTOM) E. D. EDGE DISTANCE ANCI�QRS LEGEND •A1470A1UM ANGTKTR S'ACNCS ARE VALID FDR J i/2'EDGE DlSTAYCE FOR E D.LESS MAN 3 112: W. REDUCE AHCHOR PAWS JIULnPL11NG SPACOTG Sm7WN ON SCW%W BY THE FOLLOWING FACTORS. LIMITED TO 5�-4" MAX. SPAN. ANCWR TYPE ANWOR (NOTE I6D.E.D.FOR CALK-1V ANCHORS 6 11//�� SP�NC -FOR 1705.OPLRATUN TO BE FOS81E REDUCED SPA?.G MANED USIFM.FACTOR SH4LL NOr BE LESS VM M/N/J LW SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 410 SS. TAPCON,ZWC NAIUM JO• CF TAP-cm P•PAFtELMATE OR INNELWTE PLUS • FACTOR C/UAL E D. RM AR TAFPDN& 7AJNC MAIM CRETE-FLIT SS4 d CALK-IN 4fO SS WCON PANELTE OR PANFIM4TE.PLUS r'O'K-df SODD-SEI TAP-GW SPUD-SE'r 31' _ J• - .06 .75 .78 1.00 CRETE FLEX SSf 6.0' 2412- - .71 .50 - .80 REGULAR rAALYXV w BLocxs.o' 1 112' 0.35 - - - - REGULAR WCON AV 0ONl77ETE• 3.0' nORIDA BUILDING CODE (Hon High Velocity Hurr 02015 11LTEC0•m 0.050" BERTHA ALUMINUM STORM PANEL (2.25' DEEP) EASTERN METAL SUPPLY, INC C 1 N C. 4M TYLST RODS DRNE ,•� f��"• A/�❑❑ r� [fC TILL IT TESTING ;ENG/NEERING"COMPANY WEST PAW SEACI&FL MW7 `-:A ..,!.:t7���. �/'a'�•' BSS6 Kil.TalM1 Jaz limen OOYYgql!Il��FL JT16a PHONE'(WI)209-0263,FA.(561)841-1716 i 4 • 4 (+Ami, T-15TG (,11'gJCJ1-15Ji LS=0006719a<ti aero nor aua AM r asvm� Our FLow A T!' .'saTsi 1 I'x 2'x.125'(Kn.) .. ALLN.. TIKE W/1/.4' r/4Y UG SCREWS O 6' LAO SCREWS O 6'D.C. • 1 4%LAG SCREWS O 6- W/1.1/2-_Min. 7HRE40M 1/4'0 LAG SCREWS O' 1/4'O.LAG SCREWS'O 0 C W/1 1/2-Min. P�ATION TO EMIZTN, O.C. W/1 1/2-Alin. 6''OC. W/1 7/2''Kn. 6"O�':;W/r�7%2•;A6n. 7HR54DED PENETRATION TO THRFi10ED PET1ElRATION TO WOOD HEADER THRFADED PENETRATWN 7D 7NREIO ED'pENETRAR0N.70 EXSnNG WOOD HEADER, ��''WOOD�� 1. COST=WOOD HEADER WDOD'H61DM r� Min, 0750' 023'0 .500- 0.150' .500' 0250' Mac Mac Nyc .500" 0230- 0.500- -L awo' -L AA r. I z ; 3 Cont K^- I 3 cant A., , I 3 Cont. ''w'o' I �� 2Yrn. I t I I LbnL o i G ..- I 1 3 r',• I 1 3 ^W170O HEADER I 1 :+• r I m A• •. �• RWOOD EWIRED ER WOOD HEADER d WOOD HEADER I REQUIRED I REWRED .WOOD H � I I 1 .REOUIMV _._ I m ._ .WWRfD__..... 1'IOIJIAIUN._..._.. .__ ..I ._ .. __...__..._...._......---- - -- '--�--• ---T-NINWUII._._.----. I zSEPAL 70 I g �ARAMY 70 I _ � To GLASS ALTERNATIVE 1 J14-IM 1/a-c x 3/4'my BrnLDrxx 1 rfa BrNCOEx TEK SCREWI y mr SCREW 06-0. I -O I 1 r'AaNulUil 1 rummum I 1/4'.0-20 x I / 4� I a asoo• I sEPAru7DOIv To I Lu SEPAR171ON TO BOLT W/ CJ '• ::: : L1 = „_c.' . I 7/6'.r x CLAW I 0 x 3132' a I r/4•e-zD xCE / /JZ'WING N(ff J" .I NUr O EVERY I k I EVERY SR/D A rn• $0O I BOLT of - SND O 72'0. $�3z�WINc 12'O. C n< ) 7W NG�0�2 i6n. 1 I I Nur O EVERY I i I EVERY SND O I 6 CcnL eo SND O 72'O.C. 12'O.C 1/4"0-20 x TS I - I Cont D D �2'NC N$ O, 4-0 C 12 O. C 7 Cont D $ 1 t/4.0-20 S.S. RED O 4- C. h BOLTS O 12'0. C. .. r 7A Coat. / AGO I Cont W/NUr R WASHER - J 4'0 LAG SCREWS 0 1.000- 10 Cont r _ 1'x 4'x.125'(Min.) 1 4 0 LAO SCREWS 06- WOW SND 6063-75 aum. T{1BE(-Cant) 1•x 4'x.125•�n-) Par-p p 1 1 zTIO. 1 4Y LAG SCREWS O 6" O READS 7 1/2•Kn. O 24 O.-C '.500' •i $.g 6063-15 Alan. TUBE(Cont) O ABDINDTH OF PU7E 2' P aa,w/1 i/2'Kn. 2" THREADED P(OVETRATION O RED ° Ka 2) r/4'/LAG SCREWS O '? LAIR N/DWIDIH OF PUTS (2) 1/+'0'LAG SCREWS 7NREIDID PENETRA170N O UJR _ N SND(ANJW/DTH OF EACH STUD(MIDWIDTH OF •MIDWIDTH OF PLATE SND,2'Afire.NOMIAWJ AND STUD,2'Nin.NOMlAlN,I AND W/2-Mm. THREADED PENETRATON W'/2'Arm THREADED PENETRATION mm Ex=NG SND. .INT0.EaSI7NG STUD. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE.5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON SECTIONS A �: 1/4. 1- EXISTING WOOD BUILDINGS SEF"riON TV- GLASS ``�`001111111n Ll I �•`�ypLT /ij I1/4"0 20 x 314- V• �i BOLTS W/7/8 x NOTES., Q �-n I 12 p KING NUT O 1. INSMUAHONS ARE ONLY VAUD FOR MAX.ASD. DESIGN PRESSURE. I - 1 ?•: I RAANG UP TO +65.0, -72.0 psi AND PANEL'S LENGTHS UP TO 9'-0 -A�F,S! - . ... __ 2.FOR.WOOD.FRAME_.CONSMUC,90N-..W,QQD.MEMt7M TO BE �'. 0 °w T Cont SOUTHERN PINE Na. 2, W/SPECInC DFNSIIY OF 0.55 OR EQUAL • �q p 'p ,.,,oy•..rp��+ .GHQ, .,`, f 0.500'IAO SCREWS O 6' ''AA0��1/t�•ly q3� �P��`` , •• O.0 W/1 1/2'Nin. 2- wR THFIMOFD PENEMnON O FLORIDA BUILDING COPE.(Non High Velocity Hurricane MMMOTH OF PLATE NOTE FOR COMBINATION OF SEC77ONS: 02015 1XIECO,Via 0.050" BERTHA ALUMINUM STORM PANEL (2.25" DEEP) OF WALL MOUN77MG SEC17ONS CAN.BE COMBINED ALTERNATIVE 3 IN ANY WAY TO SUNT ANY INSrALUU7ON, EASTERN METAL. SUPPLY, INC '. . ._ ../�. .._ .L,..,•,.E,., I:IiC. 4266 WEST ROADS MW PLL?TESTING&ENGNEEMMG COMPANY WEST PALM BEACH.n-31107 ' a>fs x.1Bt1i.' Cie.aEl'MO+t'etmv&n Jxrea PHONE•(561)209-6263 FAX(561)651-7716 Rare a -1970.ISR:(JRSJ67f-rA! Ah 1At AaaI2R OIS N i alm6Y1 aVx E8-7006719 W�DA't�441 s 67 aro rr-m L 1/4'/ LAG SCREWS O 6'D. 114'/ AAO SCREWS.a 1/s-0 .LAG SCREO O C. W/1 112.16a THREADED4.O. C K' 1.1/z'win. 4'.o.C PBe1RA TO EkW NG WOOD /4'/-20.£LCO ID vv HZWER —0-1670 f7DS1MG*000 GDW �G WOOD SM mo/ PANELMATE O 12' 1 Cont M. B'(A6nJ SM71W .• B•,(W 0 6-O. C. O U2 1 pppp Posrnav•) 1/4'1-20 S S BOLTS O 'w/1 7/B-Arm. E _ tEW ow ma 12'0. C W/NUT&WASHER PENE7R47ION 1/4-0 LAG SCREWS O OF LNSWG WOOD BEAM OF EXWN4 1 i•M;n _ _ 6'O. C. W/1 1/2"M'n- TO BE COMFIED BY TO BE CER 0.250' I TNRFJ PfIkEIR117ON REG/SJI]iED OJGJNEFR OR REL67EW Max. C i 1 70 DOST/NG WOOD . I }EWER. ARCNRECT ISTAU TO SFAITI ECT I SHUf1ER INSIAWRON. SH!l17FR 1n OS00' � I COM. 2 I 1 Mm. I 5 Cont 2 I 3 win. �.�. f YRE01lIRID A:a' m MintI i Cant I 1/4'120 x J!4"�p I Cont BOLTS WIN 7/B x N„ I a 332-WING NUT m 1'w/N/MUM I REQUIRED j 2 WWD HEADER I y SLFARADON TO-- I m 1 REQUIRED 1"MINIMUM I dr O 6"O. C. 1'MINIMUM 5 GLASS' toI y In SEPAR4770N 7D - I 1 2 SEPAR4710N TO I 1 < o M SEPARA,77ONI �.. I CLASS j GLA55 11 ALTERNATIVE 8 _GLASS ' W1'MINIMUM ln - SEPA M.MW TO I 5 _ GL 45S I l2u 2 I 1 < 1 CONT 1 d I 1 I 1 t 1/4-D RW BU1LDEXI I R I I 7//B'x 3/J2' d I 7EK SCREWS O 6'0.r_ I I k I o I .I�RfG NUT B 114'0-20 W I I I I 12'O.C d I 2'x 6' 2'x 6' k 1 WOOD DECR1 -x J/32'� I I EQ I 10 I WOOD DECK �° ®OR" REQUIRED WING NUT O I h EQ I CoI REQUI nt RED 12"O.C. __ _ Cant EO I 1 1 1 I � I r 1/4'/LAG SCREWS O MiniI 0 6N' 1R/T277'0NAfm/'/-20ELC =71 m• 1 male/female REQUIRID O MIDW/OTH OF PLATE ` 0.00- I AWELhK7E O 12' Q EO ALTERNATE p� 0. C W/1 7/B- . 1 1• 114-/-20 x LEG LOCA710N R£ RED Min.PENEW770N O i 4'/LAG SCREWS O 7/4'/LAG SCRLWS® fTOL1S W/7/ MIDWIDTH OF PLATE v (OPEN POLS7RUN•) 4'0. C. W/1 1/2'Min. 4"O. C W/1 1/2-Min. 3/J2�WWG I Min. D STUD h1. THREADED PENETR1770N. T7IRLADm PENEIRA0. C. REQUIRED C /4'020 S S BOL75 O 12-o. a W/Nur&WASHER. 6 ALTERNATIVE 1 ALTERNATIVE 2 • 1'MINIMUM I \ 1 Cont }•-SEPAR477ON 1 .° h `6(1674'ALum. IUBf)(CanL) ; 7O CLASS i 1 COM (z) 1-75/LAGSCREWSo ALTERNATIVE 10 CEILING & FLOOR MOUNTING INSTALLATIONS EACH SRW(NZONDW OF L�J ' I WNG18'j ®21 SECTIONS R SrAW:1/4'- 1- SlW,2-Min. THREADED ED EA ALTERNATIVE 9 �0 71"�°L�aLRNG En I STUD 1 •M07E SNAP CAP®T0 ^ ' RaWN aOSW AT N WALL MOUNTING INSTALLATIONS wao0 HURR/awE LVNLX770ITs SECTIONS A scALE: 1/4->= 7' REQUIRED 1 (oPET,POWWN,) SECTION "6-STUD--TYP.-TOP/BOTTOM NOTE FOR COUSIM 10N OF SOGWONS: ALTERNATIVE- 11 FLOOR/WALL/CEILING MOUNRNG S£CHONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLAnON. INSTALLATION,,,,); g�� �•S,, ON EXISTING WOOD BUILDINGS 1T CR'fi• I•�T 1 �.�`Q�,.•'\GE�S, •.;/.o'% FLORIDA BUILD/NG CODE (Non Hlgh Velocity Hurric _. . .. ...-....F . .02015 TXTEW.wG 0.0507 BERTHA. ALUMINUM STORM PANEL N07M No.44167 2. EEP) 1. IIVSTAUA77ONS ARE ONLY VALID FOR MAX. ASA. DESIGN PRESSURE � Z:7:[—:-::r::—:::::::: EASTERN METAL SUPPLY, INC RA71NG UP TO +65.0. -72.0 psF AND PANELS LENGTHS UP TO 9--off 4266 WEST RINDS DRNE 2. FOR WOOD FRAME CONS UC770N: WOOD MEMBERS TO BE SOUTHERN `n [• ,� WEST PALM&EXH,FL 33107 PINE No. 2, W/SPEC/f7C DENSITY OF 0.55 OR EQUAL 1 f ,�V 71Wr.TESTMG"1t ENGINEERING COMPANY PHONE T t K1 tv r,�\\ Paz=rm .:F -W fee (56)209-8267.FAX:(58I)B41-1776 fi, {� ,�n A •G'\?'y\ ._..- E6-0006719... M. cos+>x aar �r ooe:s,w arr faeJy,II`�U .t•i;�y\O��S`�\ aro rr11-222A W 441 z i ..: %aa'.t.mwtveo'tnicv..snoYe'.ai.;w'..Rtim..•u,,..e..vr.s'ri..,'-.,..c..:_x-c'f"tz�,:Um:.'.:':i�'.'5'.......:........,f,....w�£�w•-'- r w=az_..>.._.. _.._ter ...- _u« _..x_. .ra.. _ -. .. .y_, ..,...-.,s.r..,._...T r .. .. ..._ ...5..... ...:.,. •. :•_ suW. !•�+•u.n+.3M.Wimsr'%WuseWes-nru'ar44�:rxii .... -w:n.>>:n�.=.v._�..ixri::_�.+......a...a�..�rs..w..rr_.n.a»rrs+�>t-r:u.0-�.._ •-_- wrrXuwWrs.�...,.e�>a..u+.ai n•....v..r•r.n.c�v .....w.or...u-,ru.xil+.r++•�"Mrww' •wa++��—tee ri.ww.•....rr�a+.e a..wnr�..wc�wy+..^.ry"rrrr f14-0 LAG SCR W O 6- ac. W/-1 112-MIM 1/4'/LAC SCREWS O 6' TNI7EADLa E7VE7RAT/ON 7t7 OG W/1 1/Z'MRL ✓ PWQ00 REIDE7L TMWAbED PENEM770M TO OMNG WOOD HEADER. ._-_... •.._ Mmr .25Q' .500' Afmr. Arn I 3 Cast. At" Cont 1 � Kt700.HFMER � t 3 WOOD hER REC � a REDTJIttE7? ( o I � LAREED I 1 1.Min, m . SEPARATION I x 7o cross IiW TO CLASS I MAIL 2/15 1 0 16 I a j 11410-20 s.S o OLTS j S.S. I 7/6 i x a/a2-� 7 o x 132' 1 LYl? V Y, I Nur/ I' O i2'D. G - Ca»1 O 12`a C. 1�4'0 m 1 EQ E4 •. '� EQ � LAG 5CREW51 i D LAC SCREWS O 6' -0.G W/1 27/32`OG W/► f/2-MlN. PENETRATION O .TNREADED.PENE7R7m O S PIN OF PLAM Z'x 4'ALS MIOWIOTM OF PLATE IMIERIORL.Y REMOVANE PANEZX' -'I SlDEWiitX 80415,r�EE tiE 5 - \ CONN IT (jb THRLJ 518-A Slr•� -••. WICAl O 6.2G I MVENIV \\\ Al REAR wa BMT. \\���h�P,. "...:. ��,� ALTERNATIVE f2A* ALTERNATIVE 128* y �tCEN •.� zz WALL MOUNTING W-TALLAJ1 OF SECTIONS 12 *VAUD FOR Max. -1-635, -63.5 psf. : a'•, PORION SCALE: T/4"= 7' ASD- DEStGN PRESSURE RA77A(G. '•. !S' `1(• JNSTALLATIONS VALID FOR PANFIS W USED JOINTLY ��``�`'l ; ,;;� WITH INTERIORLY REMOVABLE PANEL INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Hon High Votocity Hu ezor6 Tu rEcn we 0.050" BERTHA ALUMINUM STORM PAN (2.25" DEEP) EASTERN METAL SUPPLY, INC 1LEC4tmt. 4268 KST RaWS ORW .. .,. "LUTTE47ING R W01NEERING COMPANY 'T Z4n- M407.. 1'NOIYE{ssrj2o9azt.L FiUC(Set)ear-ms 114-0 S.S.UG SCREWr/4/S.S.LAG SCREW 4.O.C. WIT 1/2'MIN. ALTERNA77VELY, TRACK®.MAY BE ATTACWD .. . rt••O.G-:w/1 VEI MIX.- 0 - THRFADED KNEIRAnoN +70 HOLLOW CEILING AS PER DETAILS SHO ..:.:1 PENE7�L7foN -----4'x B'(Arm.)ansnNc s•.x B'.(Lldrn.J`tai�s7DiG . fj' wObO Ebw REDMm. ON ALTERNA7NE 9A SNF�7 1J WOOD:BFA,Y:REQUIRED... OF EXZMG ftVOO OFF E%SIWG.KrT00 am TD BE CFR1lFIEDTFi u TO`or CERT m r/4 b S.S. (AC SCREW BY REGISTERtO 1NGINEER 1/4 S.S. tac sLaREw O 4'O.f W/1 1/2•wM OR ARpRlEC1 PRIOR O 4.O.C. W/1 1/2•MIM BY ARCTff ECr ET7dNEER WwADm PENEMIM >a ssTunER OIISTAEUTADN. ('�) THR&ADm PBVEIM770M TSD&NITER AISrXUARON. W 0.25' 025' 025' 025' . I $ I I . `� o I cont I Cont I cs I m I I SEE scrrmuLE --_—t...---- FOR LLn. .. ._ _ .. ... - .a IX/ C FOR Win. �� f-------- . pin FDR L O I 1 x SEE SCHEDULE I x s SEPARATION rdASS .. TO C i m G I rF lsTuvcFOR ma. i ro Goss I TO GZASS Ot7I 2 u I o �•I 1 d J/a, 4 DETAIL 2 W M1 I 1 � 1 I � I � I '• a 4AL17.4 8 IxJ Z 7/6'0 x J/32' I 7/6•v x J/Jz• I. 77NG r x J/J2• /" �" c Lmuc NUT® Y MNG NUf O EVERT Sn1D MNG NUT O EEVEIR2Y O C 8 cam. EVERY O.C O 12.0.C. E° Tei'o c. I ALTERNATE ICont Cont I LEG LOGTIO 'I.725'1B I 2'x 6' 2'x 6' 2'x 6' 2'x 6' IaDECK WOOD AECK - WOOD DECKKWD DELI REauffimiffQllWfD rRFQUWED1'REMOVABLE PANELQW/ 11VIER10RLY REW4LKi/4'I LAG SCREWS O 2'1 1/4C UG SCREWS O 4'.O.R. SIDEWALK BOLTS DETAIL 2) �r7HRtJ5/ W/1 1/2'MIM THREADED P 7/4 C UG SCREWS O 2'O.C. l!r W/1 1/2'MIN. THREADED PENETRA7rON CON 1b I THRU 5/8% 1/4 4 UG SCREWS O 4.D.C.W/1 1/2'MIM IRRE490 PINEIRARON HOLES AT 1 O B'O.0&FASTENED HOl1S AT 1 O 6'O.0&FASIDVED WIT 1/2'MIN. THREADED PENEM477ON AT RFIW W 7/6'IrJ/32•WWG NUT AT R: W 7/6'YxJ/J2'WING M!f O EVERY SIDHWiVX BOLT. O EYERY SIDEWALK BOLT. ALTERNATIVE MA ALTERNATIVE 1.38 ALTERNATIVE 14A ALTERNATIVE 148 CEILING A FLOOR MOUNT G INSTALLATIONS FLOOR HOW NG INSTALLATIONS SECTIONS 13 SECTIONS JA ��.��'��,..••• •..�T�(1�.,,� st". 1/4' I' SCALE 1/4•= 1• P• �ENS'F e, .t875'y r 1/4'-20rI"S.%SVEW4LKB OLM q 16 I I W�/4' � MERtlRLY REr10VAS£PANEL.f - ' mw ar mur 6306•RG W/1/4-20 Nur Xr RMNOTE FOR COMB/AWTlON OF SEC770NS: LrDrc 1R1r° P FLOOR CEILING MOUNTING SECRONS CAN BE ~ COMBINED Rv ANY WAY TO SUET ANY INsrALLAT7oN. �NSTALL4TION DETAILS -ON--EXISTING_AQ T1 I I °goarrr�lNliilln►```� m I I FLORIDA BUILDING CODE (Non Nigh Velocity Numlcon ..... ... ozols7RTECO,DIc 0.050" BERTHA ALSMWOM STORM PANEL :T. INSTALLATIONS ARE ONLY VAUD FOR A.S.D.'OESIGN-PRESSURE RATING 1675' UP TO +65.0, -65.0 psf AND PANELS LENGTHS UP TO 9'-0' owl HDLE°6'Or- EASTERN METAL SUPPLY, INC 2. RIR NEW WOOD FRAME CONSTRUC770N. WOOD MEMBERS TO BE SOUTHERN ' C INE:. 4268 WEST RLi405 DRhE PINE No. Z. W/SPECIFIC DENSITY OF 0.55 OR EQUAL. PAW Be�c71 N'33407 DETAIL 2 — fAISTALLAWN OF 1 j4 x1 777Wr:-TEsnNG&EWJNEEWNG CO�PANr pyplyE(561J20R-LY163 FAC(56f�i1-1716 � SIDEWALK BOLTS:=0 ffMVABLE PANEL kW :P c prfe Lm..: r-rmo.ia+ RoiJer+-rsn SOILS I• I• .. OR/!Yi 44167 .. ..VW1Fffi... __-. ... .... ... .. SNl ... ... ... . . - -t' GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCE EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDMG CODE THIS A000ROI0N-SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICIWE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CON6ES BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014. (5th EDITION) FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25,26, 28&28A IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO.AS.D. DESIGN WIND LOADS AREA 1: W BLADES (D 6A & O BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17, 25, 26, 28& 28A ' GENERAL NOTES • IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED.A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NU USED IN THEIR ANALYSIS. BERTHA SYSTEM COMPONENTS 1-20 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER.ATL SYSTEM COMPONENTS 21-37 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-43 -HV BLADE O#0214.01-03, #0715.01-03, #1004.01-05, #1214.01-65, #0317.02-06, #0609.01-10 AND#0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. -HV WINDOW BLADE ®#0505.01-08 AS TAS 201, 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL AREAE BY BLADE 1n_AN�I[�)ND9W BL/ (WHERE APPLICABLE) -HV BLSDEO2 #0422.01-05 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS 2. HV BLADEQAND HV BLADEO2 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH INSTALLATION DETAILS A-E, CONCRETE/BLOCK WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH CHAPTER 30,OF ASCE 7-10 STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L, CONCRETE/BLOCK I CORRESPONDING WIND ZONE THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS.DEUMITA71ON OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENT'S FOR FN BLADE 1 CENTERMATE DETAILS HV & 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SWILL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND CENTERMATE ALTERNATING DETAILS WASCE 7-10 STANDARD,AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. HV BL.AUEQAND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA_LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTERMATE DETAILS HD END CONNECTION DETAILS 1-6, CONCRETE/BLOCK 3. BERTHA H.V.ACCORDION PINS (HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL DE# 14X2.75 AND # 14X1.75 RESPECTIVELY, 410-HT MINIMUM MAXIMUM SPAN TABLES SERIES STAINLESS STEEL SCREWS WITH 135.0 k9i YIELD STRENGTH AND 180 key TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIE.LD COATING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE- CONCRETE&BLOCK APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. ANCHOR SCHEDULE- CONCRETE&BLOCK 4.ALL ALUMINUM EKTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 k91 AND 35.7 keI ANCHOR SCHEDULE- CONCRETE&BLOCK FOR 6005-T5 ALLOY. ANCHOR SCHEDULE- WOOD , S.ALL SCREWS TO BE STAINLESS STEEL.304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MW.YIELD STRENGTH AND 90 WI MIN.TENSILE ANCHOR SCHEDULE- WOOD STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. INSTALLATION DETAILS M-R,WOOD 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INSTALLATION DETAILS S-X, WOOD 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:LTV BLADE1 ; 13,14,15,16,17 &28A END CONNECTION DETAILS 7-12&X.WOOD W BLADE . 26. HV BLADE(3&® WORKING IN UNISON: 13, 14& 16 AREA 3• W BLADE O ONLY 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY LIS. PATENT#5458,179 ISSUED TO TYPICAL SHUTTER ELEVATION & NOTES"ON LOCKS EASTERN METAL SUPPLY, INC. INSTALLATION DETAILS AA-GG, CONCRETE 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO CENTERMATE DETAILS HD SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. END CONNECTION DETAILS 1-6&X,CONCRETE/BLOCK 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES HV AND HO CENTEI MMES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ANCHOR SCHEDULE, CONCRETE 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710:8.2 OF THE FLORIDA BUILDING CODE. AREA 4: FIV WINDOW BLADE GAS ON 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION TYPICAL WINDOW BLADE & WINDOW DETAIL WHERE PERMIT IS APPLIED TO. y 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i. e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. TYPICAL SHATTER ELEVATION (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE AREA 5: HY WINDOW BLADE ONL FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE:IS THE CONTRACTOR'S RESPONSIBILITY. INSTALLATION DETAILS, METAL SND WALLS (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)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 P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE NOD High Velocity ITU \\`oNt11 IIIUIIII ©2015 EASTERN METAL SUPPLY, \.�P���R A ����,, BERTHA HV THIS DRAWING SHALL ONLY BE USED TO �\ r/t /// OBTAIN PERMITS IN THE STATE OF FLORIDA ��� �4 Accordion Shutter C O1 N C. ■ H.V. BLADE JI W1 OR W10 H.V.WINDOW BLADE * �,�J.•; ? TILU7 TEAmerican. Shutter Systems . N DESCRIPTION DATA: DRAMA STING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-194 04/13/15 DAZE STATE nF :�� 83$5 N.W.38th SL,Sta.305 VIRGINIA GARDENS,FLORIDA 3316 4268 Westroads Drive z �:� Phone: (305)071-1530.Fax.(305)871-1531 DF iG`•. � �.� e-mail:hlteCOUGU.wm West Palm Beach, FL 33407 3 ., R10P .'`�, EB-0006719 1; 0�B.I.A..L.. .... `\\\�\ WALTER A TLUT Jr. P.E. � ftbliilV7' ATE FLORIDA Ata.#44137 5 �D � ' , 1- 1 1- 10.0621 �fl4 @ 2" 5" MAX. 1/8' 1/8- HVT 4.676* 4.660' 929' 2.283" 1/4;;.70. 29 THR IE COST FLAT'HEAD $ING ENAMEL. 2.293" ...745. S.S.M_& BAKED PAINTED fr 0 CASE a (2 7W.) HO"SING E.A.", BAKED PAINTED 'RA 062 KNOB. 3i 875' 32 q .318P BRASS CYLINDER BRASS CYLINDER &WS(CHROME (CHROME PLATED) 14V CENTERMATE PLATED) QUALIFIED FOR USE W1 HV BLADE(D& (9 ONLY H-V-ELLM-TING CENTIP E .3 51 BY. EGRESS 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ W BLADE I & I ONLY 3.02r QUALIFIED FOR USE W/ HV QUALIFIED FOR U! 6063-T6 ALLOY AND TEMPER Hy C .LNIEEMM BLADE(1)& (R ONLY. BADE©& ft IFIED111"FOR USE W/ W BLADE0 ONLY 250'O.D. 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 10 4,045' MOLDED TO . 2 SCREW 2.079" 1.753" 7 EL 4"2D IE (CHR P' ME S_ QUALIFIED HV ALIFIED FOR U! ,Ly. SLADET& @ 2"_ R 60* :2�F==S!"S1SZ�c (��)!I j- BEFORE RIVETING 1,00 1/4"A-20 x 3/4" C4 —20 S.S. THUM REW 144!0 -1 U t LM ll q SERIES 8444 ALUMINUM(2024-73 ALLOY)LARGE PLA? FRONT ELEVATION ".822' SHEET NUTSERT,PART j 0820.AS MANUFACTURED H-V MALE "T" LOCK CENTER 'ATE 4.666 CHERRYTEKFORTL PAR5APPENY,NEW JERSEY 07054 LOCKER LOCK CEN7ERMATE QUAUFIED FOR USE W/ W BLADE(DONLY q 66 HV -ALTERNATIVE LOC HV FEMALE "T" LOCK CENTERMATIF7 14V "T' LOCK _1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W1 W QUALIFIED FOR USE W1 W BLADE(DONLY QUALIFIED FOR USE W/ HV BLADE(I ONLY BLADE n1 ONLY. 6063-T6 ALLOY AND TEMPEST-T6 ALLOY AND TEMPER W/HV BLADE(DONLY.6063 1-917 1.017" I" b . 3.161 CH .063, .4321 10 0 9 ' -�_ UMBTURN '0 .214' -063'—.062- 2' CYLINDER OR 214" KEY CYLINDER 0.875'Min. 'n 1 .125'Max. .40 R) CENTERMATE W/ NO LOCKING ROD (i-)-HD CENTERMATE W/ L-OCKwq q q 0 C —ROD 0 16 QUALIFIED FOR USE W/ HV BLADE(q, UA &Q) QUALIFIED FOR USE W/ HV BLADE Q), 0 6063-T6 ALLOY AND TEMPE 6063-T6 ALLOY AND TEMPER CENTER _T_E_'S_MSM "V 1 1 QUALIFIED FOR USE W/ HV BLADE& w 1/4`0-20 SB_S,OER 3�8*0-16 -T6 ALLOY AND TEMPER ACETAL THUMBSCREWS. M SCH WS 6063 (SEE DETAILS) 1/z THL OR MUM— 1.57 Win. cn R on LOCKING it 1.7 RODA 0 QUALIFIED FOR USE W/ W BLADE(D&(D 375*0 /4'0 HD LOCK 5063-T6 ALLOY AND TEMPER W3,L8"0-16 ACETAL ffl� W 1/4" O—ZO AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT 1 0 � 0 BLADE 5 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS 'ARIES S-S- THUMBSCREWS QUAUFIED FOR USE W/ W BLADE 1U, (9 DVI IL LED AT TRACKS FOR PROPER EMBEDMENT QUALIFI BLADE QUALIFIED FOR USE W/ HV E(1) . - 1 IW4 A . FLORIDA BUILDING CODE (Non High VelocityNu . .... A....'T1 2015 EASTERN METAL SUPPLY, .. \CEIV 1p BERTHA H1 It ECOin c A.S.S.A. Accordion shutter HX MADE 11 W/OR W/O H.V.WINDOW American Shutter Systems STATE OF TILUT TESTING & ENGINEERING COMPANY Association, Inc. N DESCRIPTION DATE DRAM I M5 N.W.36th.SL,Ste.WS.VIRGINIA GARDENS.FLORIDA 3316f OLD II_194 04/13/15 CA71 Phone (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 4 0 0-maif:tiltecogaoLcom West Palm Beach, FL 33407 ER-0006719 WALTER A.IDLUT Jr.P.E. 4 1P.E. S UR FLORIDA Lic.j 44167 5 6 8141 4 1A 38 SHUTTER ASSEMBLY SCHEDULE FOR HV (M HV M AND HV (Z BLADES. (D HV BLADE 1 39a N HV BLADE 1A CV In HV BLADE -2 log or(2 i 47 -0 HV LONG RECESSED NYLON BUSHING @3 40 n C4 39 HV SHORT RECESSED NYLON BUSHING 40 W NYLON *HAT WASHER EXTERIOR 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 1 j7p- p- 0 0.870"X3/16" THICK NYLON WHEEL. h 39 38 0.188"0 AISI 302 SERIES S.S. RIVETS 1 I 1 or I or @ HV 1 3/4" ACCORDION PIN W/ #8 HEAD REQUIREMENTS) or 11 (SEE NOTE FOR HV 2 3/4" ACCORDION PIN W/ #8 HEAD -j EXTERIC POLYCARBONATE IMPACT RESISTANT HV WINDOW z 1,� OrQ (SEE SHEET 27) all I . RIOR 19LADE KNUCKLE FOR TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1' HV PIN OR (1) W PIN SHALL ALWAYS BE USED AT ALL EXTERIOR EXTERIOR 'S KNUCKL KNUCKLES OF HV ACCORDION SYSTEM W/ W(D OR BLADE'S KNUCK BoTg 00.324" HV BLADE. (SEE NOTE (2) HV PIN Q MAY BE USED IN LIEU OF C AND ONLY AT .048 REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF 14V ACCORDION SYSTEM W1 W(g) TYP. BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC*AND "DD-, SHEET 22. exp (3) W PIN @ OR I@ W/ 1/2'O.D. 1/16"THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEETS 11 & 24. WHEEL CARRIAGE DE�I ASSEMBLY LAYOUT N.T.S. N.T.S. FLORIDA BUILDING CODE (Non High Velocity H "�........... /Trrrir 0 2015 EASTERN METAL SUPPLY, .:s BERTHA H 110-ECOlific. AwS.S.A. Accordion Shutter z HX 6 E ill IN OR W10 H.V.VANWW BAI S"0' ; American hutter Systems DESCRIPTIOH ONFE uNA �*- * TILLIT TESTING & ENGINEERING COMPANY rr "0' Association, Inc. 63$5 N.W.36th.St.SU.305,VIRGINIA MUMS.FLOMDA 3316 OLD 11-194 04/13/15 QA e.(305)871-100.Fox:(M)871-1531 4268 Westroads Dive -2 ...... phpn e—MOD:timecogaof.wm — EB-COOS71 9 West Palm Beach, FL 33407 -3 I 181to it WALTER A.TILLIT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. #44167 —5 + a� as ®�®" �@,(�OR, +Q *NnYES ON HV LOCKS AND CEN>ERMATES: A B C G ®+� N N U S T ®"LJ ® �7 ® 1. MANDATORY COND1710N f1: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR OR 12" ABOVE OR B OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALL6'AONS I ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�1 OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD $.S. M.S. LOCATION OF LOCK SHALL BE AS IN TYPICAL'SHUTTER ELEVATiON, 2. IF DE5lRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP ' 16 ae LOCKS OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO Cu ORSHALL BE AS INDICATED ON NOTE (1) ABOVE. �11G71' LOCA ON OF LOCKS SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. owe xyva--- x !S USED W/11y0 HY. LOGKSI: LOCKING RODS ARE NOT REQUIRED AT�URRICANE POSITION, oRg6 oR i�0 as®x °A® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALT.RNATIV MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDTTK)N d2: ONE HV LACK® o ®SHALL BE USED AT CORNER CENTERMATES FOR pq AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or®SHALL BE USED AS AN OUTSIDE OR INSIDE ATTACHED TO®CORNER CENIERMATE W/(2) 1/4 0-20 x 1/2" LONG FIAT HEAD S.S. M.S. TWO LOCK AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER vi xDC_ Hvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5>9 3 ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN A Off= 2 � INSi CATIONS AT ANY ELEVATION. ALTERNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. c OF 1/40-20x3/4" S.S.THUMBSCREW TO ®OR® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4 RIVNUT AS SHOWN ON SECTION HVE SHEEP 8. ONE LACK SHALL BE USED AT 1/2 OF SHUTTER 5PAN I LOCKS AT 1/3 OF SHUTTER SPAN. / *NOTES ON HV "T" LOCKS AND CENTERMATES: IJ 1, CF[•QND ALTERIIATE TO IAdHOAIURY CONDTRON ,1 VA!1D ONLY FOR HV'i"L AND CENMM SEE END ONE ALTERNATE HV'T" LOCK iN MAY BE INSTALLED IN LIEU OF HV LOCKS ® OASIDE FOR ANY f DETAIL NN • o F E H 1 J K o r o a v w x OF TLOCICn® INCLUDES USON AT ANY ANG REINFOERRNCIANG LOCKERTE LOCK ®tL Y AS SHOWN ONBE USED AS ASEICTI NE HVG, SHEET 9, WHICI SHEET 11 TYP. CONNECTED TO CENTERMATES®AND ®W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8 FULL HEIGHT. WINGNUT OR W/ 1/4"0-200' S.S.M.S. INTO A 1/4'Ox 5/8' RTVNUT. LOCK MAY BE INSTALLED AT MIDS OF CORNER MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LACKING RODS ®TOP AND BOTOM IS MANDATORY rurelreD m CENTERMATE �aa®aa©+Oj aR®«Ito +OaR * ES ON HD L CKS & C TEQMAT-S. 1 tin LQQK VZ a: ONE ALTERNATE HD LOCK 3& MAYBE USED '. ©+O+QOa©+O+ oR HV LOCKS OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE © AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK®TO®IS W/3 i8 x 3/8' F.H. S.S.MS.,AN $ 1 $oa $ + oR REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB—HVB AND HDC—HVC, SHEET 10. LOCK MAY BE INST MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LACKING RODS®IS COMPLETELY OPTIONAL TYPICAL C1_� HV BLADE SHUTTER ELEVATION N.T.S. 11x1111111// FLORIDA BUILDING CODE Mon High Velocity ...... •..••/� /j�' ©2015 EASTERN METAL SUPPI .�cEN. � BERTHA H IL E Co �N�. A■S■S.A►. Accordion Shutte • H.V. B 11 W OR W/O HV.WINDOW BL i American Shutter Systems EV.No DESCRIPTION DATE DI TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-194 04/13/15 63•S5 N.W.36th.St,Ste.305,VIRGINIA GARDF375,FLORIDA 3316 i0�•• Q Phone (305)871-1530. Fax:(305)871-1531 4268 Westroads Drive 2 S�•.,,,,,..•G�� e—mail: ultecoccoLcom West Palm Beach, FL. 33407 3 ONAL ENp�`�� ®.TILLI 19 4 !H tO't11\ WALTER A.ic.# Jr. P.E. 6 P.E. SEAL URE FLORIDA Lc.{J 44167 e POURED CONCRETE POURED OR REQUIRED CONCRETE BLOCK 1/4'0-20x3/4'S.S. POURED CONCRETE CONCRETE ANCHORS' CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQU R D REQUIRED SEE SCHEDULE ON (SEE SCHEDULE ON W/ t/4'-20 CONCRETE ANCHORS SHEET 13) SHEET 13) NUTS a 12"O.C. (SFE SCHEDULE ON SHEET 13) 1" 1" Min. 1/4'0-20x3/4'S.S. Min. __-_ 12 OR 14 OR 18 E EQ MACHINE SCREWS _ Q E USING 1/4`-20 NUTS 1/2- ® 12" O.C. E D.+ /2" .250" Max. -- - H_ 13 OR 5 r --- 13 DN 15 * � 1 .250"Max. D. 1 i i OPTIONAL li Iji �PTIONAL Ili 11 11 Mtt SFPAfLOION � ii i i Sam oN s4T i µI1 I ♦ i i i MW. SEPARATION TO GLASS f-'t iEtf 1 i I 1 OR i E� �(SEE SCHEDULE ON SHEET 12) 1 , LASS EXISTING 1 g,=D't Q) I MIN. SEPARATION TO GLASS 1 1 GtASs —(SEE SCHEDULE ON SHEET 12) I]0 L�AN55--i 1 , 1 1 O HV WALL HEADER INSTALLATION �A HV WALL HEADER INSTALLATION BO HV WALL HEADER .INSTALLATION EXISTING I , i MIN.SEPARATION TO GLASS , GIAS i W SEPARVION h i i l i 1 OR ®♦ i 1 , 1 1 EXISTINGJ�—(SEE SCHEDULE ON SHEET 12) ( MIN. SEPARATION TO GLASS' 1 GLASS 1 - -h E61 of mMID `(SEE SCHEDULE ON SHEET 12) 1 ON s MT 98 FOR BADES Cl)a. i ' EXISTING i , , ,' --- OPTIONAL 1I 1 1 i \ GLASS.--I D, 1 N 1 1 1 11j� 111 1 I E OPTIONAL i i' III 1/4`Max. * _ _ 1 I 13 OR E. D.* i i i i I N 1 1 1 Q E r — OR Q 1" 12 ORO -- -- 1/4'0-2023/4"S.S. Min. --- Q EQ PHILLIPS TRUSS HEAD 1/4"0-20x3/4"S.S. QOR18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHI CONCRETE ANCHORS .1 1/4"-20 NUTS ® 12' O.C. (SEE SCHEDULE ON W/ 1/4"-20 NUTS (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13)' POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK ONCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) • OR CONCRETE BLOCK WALL REQUIRED 0 SIV WALL SILL INSTALLATION NOTE Fag COMBINAnON OF SECTIONS, INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER x E D. = EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) BLADE(9 I"�`./ -BLADE ON SHEET 28 1T 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE (Non Nigh Velocity H �N �I ©2015 EASTERN METAL SUPPLY. \cEros•'•:�'�'� BERTHA H 1 L E C O >,N�. A■S■S■,A■ Accordion Shutter H.V.BLADE ji W OR W10 H. WINDOW BIRD American Shutter SYStems ,H DESCRIMON DATE 11 TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-194 w/ts/ts DA 'a= STATE OF ` 6396 N.W.36th.SL.Ste.309,vrwNIA GARDENS,E1ARm 3316 4268 Westroads Drive 2 9 •�� Phone (305)871-1530.Fax : (305)871-1531 ,t'•. LORIDP,r. �� e—mall:Bltewcool.wm West Palm Beach, FL 33407 3 . s'O...... ;.�.�` WALTER AAnu rlJr P.E 5 P.E. �t' V/1i�i1C�(t41�ORE/DATE . FLORIDA uC. y 441x7 6 POURED CONCRETE ANCHORS 1 NDI�SWARAl10N i i AIN.SIPARARON SEE SCHEDULE ON SHEET 14 To CLASS(� I i 1 I i ,t�SCHEMELASSO , CONCRETE ( ) ,sq E ON st+�<c OR ; ( .S cuss m Iri REQUIRED EDGE OF 12 FOR BION (DAND 1 i I SHEET 12) i M%LLT 26 saR i uw.sFa RAnox SLAB IF APPLICABLE EXf�� �E(DA® , ;,. EltlST[NG ( i \ GLASS—. aN SHEET 12) \ I ALTERNATE i i It rtOx3/4' HEX i i i i i IXIS'ONG ANCHOR WASHER HEAD G I II ' LOCATION I ;., TEK SCREWS @ 1 11 OR (1S (rj 1 3fA3'ADN. 12' O.C. OR' 3/6 M,N. CONCRETE ANCHORS 8 1 C+ + ? I (SEE SCHEDULE ON SHEET 14) i EDGE OF SLAB IF o E70SRNG I I, , i 1 EDGE OF �( I I APPLICABLE GLASS----� , STAB IF / I Zl/2" 1 EDGE OF M ; I ; APPLICABLE Q. AI3 IF Q. APPUCABtE POURED p, CONK FLAT HEAD CONCRETE ANCH —( 1 BLADE SHEET�1 Atn , POURED—/ REQUIRED REQUIRED ' (SEE SCHEDULE ON SHEET I ON SW 26 F31R 1 OR ® CONCRETE FIAT HEAD CONCRETE ANCHORS sla�s(D&® , REQUIRED D. D. (SEE sptmuLE ON SHEET 1s) I� TRENCH IN ALLAY 0 VAUD ONLY FOR UP TO +70. -7 IS HY FLOOR INSTALLATION t Q_}�V WALK-OVER INSTALLATION PRESS RATING &3. FOR SPAN 0 HV CEILING INSTALLATION 12 CONCRETE ANCHOR$ (SEE SCHEDULE ON -- SHEET 15) TO i uuc CLASS oN r1 EXISTING ,,,_..,.._...,_... ~—ON SHEET —' I f a V IXISRNG i i i I G Owr.srrMnBON m pass I ' EXISTING ! G ux SEPAR M ro MASS I {"'(SEE'"SMMLE ON$,DET GLASS �---Ls�sams,c m,SHEET 121 1 ; I I f MAX. , 1 11 li � I 1 ,I 3 OR 15 i , 1 8" 8 ii Ii i1 1 1100/4' HEX WASHER #140/4" HEX HEAD ;i 1 8" H2EAD TEK SCREWS & 1 -- - 1 TEK SCREWS®9'O.C. , - � #14x3/4"S_D.S. _ OR 1/4 0-20 S.S. M.S. CONCRETE ANCHORS n 1 - 6 L l 3/8 0 9"0. C. W/NUT 0 9-O.C. (SEE SCHEDULE ON 17 (8 - ---� SHEET 15) 1?OR 18 1/2" 1" � #14x3/4" F.H. S.D.S. 9"O.C. �I� I EDGE OF EE NOTE 13(b) 1 7/8" 1 7/8' SLAB IF POURED CONCRETE ON SHEET i APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) OR CONCRETE BLACK 0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 D OR CONCRETE BLOCK SHEET 15) REQUIR[11 REQUIRED 0HV WALL -0 IN T OPTIONAL POURED (g) III V WALL FL00B INUALLATIQN CONCR REQUIRED }{V RAIN-GUARD INSTALLATION t NOM, INSTALLATION DETAILS W/ THIS NOTE FOR COMBINATION OF SECTIONS: # E, D. = EDGE DISTANCE t REMOVABLE DIN SHALL �i t IJ HV B LA D E I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 14) OR ADJACENT NTRANCEAN pPERABIE EXR SEE BLADE�ANS OF ONSHEET 8 FOR ASSEMBLY i . I 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, 111L11111111 FLORIDA BUILDING CLYDE On Nigh Veiod B �.�```pL� zols EASTERN METAL sL1PPLY BERTHA H >� �_ LTECO .... Aw S wS.A■ Accordion Shu H.V.@1ADE 1 W OR W/O H.V.WINDOW TICCIT TESTING do ENGINEERING COMPANY American Shutter Systems 3EV.NC DESCPJPMON DATE DRA sass N.W.36th.SL,Ste.305,wAR RGIM GARDENS.FIORMA 3316t Association, Inc. 1 OLD 11-194 04/13/15 Lm .� Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z "p- x�`��� e•-mail:tiiteacgaal,mm West Palm Beach, FL, 33407 3 '7�if/��EYA I-wEN >.\�` WALTER A TIUIT Jr.P.E. 4 1111 N/11NL� FLORIDA Uc.#44167 5 P.E. SEAE1S.lU�tdATURE/DATE 6 SEE ENO WALL CONNgg ILS ON 2A SEE NOTES ON LOCKING RODS ,HV LOCKS(D orb 'f —EXISTING GLASS INSTALLATIONS AND ALTERNATE HV LOCK 0 ON SHEET S. OUT 90' r I_N1 W1 0) H) BLADE SLACK MAIL HVF IS VALID FOR ALL OOR BLADE W/ HV CENTERMATES CENTERMATES APPLICATION VM BLADEQ) @OR -(@+OR 2k , 22) OR (23 SEE END WALL COt EXISTING GLASS EXISTING ON SHEETS &Q—) on—— ---------------------r—------------ ————————— 3 1/4- 7' B 1/2" 7' (6063-T6 ALLOY) M I — - ANGLE W/(2) /._,'=� 1 1/2- OPPOSING ANCHORS TO CONCRETE SYMMETRYCAL (TOP/so.I.TOM) & #1 O.C. CENTERMATES CENTERMATES MIN. (4)110wr S.M.&TO TUBE SWS.0 12' L0Q_K_jV_,r AT EACH ANGLE. MP) FULL LENGHT_ HY W/ HV LOCK Ti (SEE To 5 ON 6�i OR IN + 1/2* 5 _0 FOUT 1 HVA HVB HVQ POURE +@+ +@ -0 on 0+ @EXISTING GIASS CONCIF EXISTING'K_@+@ on +@-@+@ On ?L---- --— =- ----— —— 0-@ On @+ 0 +@.- RECUR SYMMETRICAL 0+@ LASS + MIK SEPARATION 8 +@-@+@ _EXISTING CENTERMATES rO GLASS — IN ————————=J GLASS W/ HV LOCK 6-sr (SEE SCHEDULE 5 MIN. OPnO'(INTER:R ON SHEET 12) SEPARATION @ W\ TO GLASS OPrnONAL (SEE SCHEDULE ANTERIOR) ON SHEET 12) /-—-—-—/191k —CONCR x ANCHOR! 16' on 03 VARIES AV Lw 6 1/2- MAX. SLACK HHVE HVF** YD FLORIDA BUILDING CODE fioh High Velocity I ILL r ........ 0 2015 EASTERN METAL SUPF BERTHAF 11LIE C 0 INC. A,S,S,A, Accordion Shutt( HN. E#1 W1 OR W10 N.V.WINDOW 81 American Shutter Systems 6W_:trr 116 REV.Nt DEScwniii,; DATE I I TILUT TESTING & ENGINEERING COMPANY 6355 N.W.369L St.Ste.305,VIRGINIA GWM,FORMA 3316 Association, Inc. I OLD 11-194 04/13/151 Phone;(305)671-1530.Fox:(305)871-1531 4268 Westroads Drive 2 ....... e-mcll:fliteocCool.com West Palm Beach, FL 33407 3 SION ES-0006719 Of WALTER A�TILUT Jr. P.E. 4 thifilifflo # P.E. FLORIDAUC. 44167 L SIGNATURE/DATE 5 61 ALTERNATE INSTALLATION Wr/HV "T" LOCK 0 _ HV MALE,/FEMALE "T" LOCKS CENTERMATES B 9 & SEE ESD CONNECTION DETAILS ON SHEETS 11 A20 LOCKERS W/ a)-HV BLADE -r ^ E%ISBNG GLASS U I 90� N M1l BLADE D SLACK DETAIL HVF, INDICATED ON SHEET B. AS WELL AS UNIVERSAL FLOATING BLADE Q3 DETAIL HDD–HVD , INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE + GR + oR + aR INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. 10 O © ® © © ®rO+®OR©+O+®oR ©+®OR Q+®OR®+®OR +®"'19+©eR19+�eROg SEE END CONNECTION DETAILS ON SHEETS 11 & 20 _ 2•x2•x1/8'x0'-2" (6063—T6 ALLOY)ALUM: , ANGLE W/(2) 1/4"0 TAPCON 1/2" ANCHORS TO CONCRETE I (TOP/BOTTOM)& I L--- —————*_`_ (4)#10x1/2"SALS.To TUBE i #tox3/a"S.M.S.® 12" I N AT EACH ANGLE(TEP) O.a FULL LENGHT. 30*HV "T„ MIN c N 30 HV "T" rj 3 LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEE SC ON SHE ft 1 -- - L---- ----------- - - 1j 1 28 1 29 1 28 1/2' z' Q 5 35 OUT 5 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 2 NYLON SCREW HEAD W/ 1/8"0 x 3/32" WINGNUT. 30* HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S.M.S.SEE NOTE 6 FOR HV LOCK 3� , „ 30 HV "T" LOCK 'T* LOCK, ON SHEET 5. W/1/4'0 x 5/8 RIVNUT t. I SERIES 9444 ALUMINUM HVG* (2024–T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT. PART # 0820• AS MANUFACTURED BY AVDEL CHERRY TE%TORN, PARSIPPENY. NEW JERSEY 07054 OR EQUAL. �pppuulpp, FLORIDA BUILDING CODE (Mon High Velocity H \`` •i11 ri. 114 � © 2015 EASTERN METAL SUPPLY �'• ..icENs•: BERTHA H * 11tel E C O .N-. A■S.S■A■ Accordion Shutte a H.V.BLADE 1 W OR W 0 H.V.WINDOW B American Shutter Systems EV.N DESCRIPTION DAYS DRA �0'�,. TICCIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD.11-194 04/13/15 355 oA Q` 6N.W.30th.St.,St.305,VIRGINIA GARDENS.FLORIA 3316 !�' 4268 Westroads Drive z , - Phone:(305)871-1530. Fax: (305)871-1531 i�i4 15'/ \� � a–mail: Uiteeocool.aom West Palm Beach, FL 33407 3 '�•, ANAL ENG���••� EB-0006719 4 0I/1111111(00 WALTER A.TTLLrr Jr.P.E P.E. SEAL/SIGNATURE/DATE FLORIDA Uo g 4x167 a SEE END WALL QONNEO-ON D 20 EXISTING GLASS oUT sa �N INSTALLATION n HV BLADE W/ HD CENTERMATES M , � , SEE END WALL CONNECTION l DETAILS ON SHE 11 do 20 ——---------L IXISTINGG—-- --------------- . 2•x2"xIJ6"x0•-2- I 35 3--------- 5.* (6063—T6 ALLOY)&W. 1/2 MIN. SEPARATION TO GLASS (OPTIONAL) %��P) (OPTIONAL) ANGLE W/(2 1/4"0 (SEE SCHEDULE ON SHEET 12) TAPCON ANCHORS TO $10 x 3/4"S.M.S.0 1z"CONCRETE(TOP/e TIOMD.C.&(4)j14x1/2"S.M.S. (4) H.V. (4) HTO 718E AT EACH PINS (TYP.) 6 1/2" PINS 4 5 8 ANGLE.(lYP) 5 4 s 8' N eo 1 1 1/ 1^ 1/2. z" 81 OR 32 31 oR 32 31 oR 32 20 31 oR 32 * 33 3 35 HDA—HVA 4 35* (oPnom*) NDC—HVC (OPIONAL).HDB—HVB OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ 3 * LOCK (INTERIOR) W/ at LOCK (EXTERIOR) t to,OeRQ+Q,R©+ ©+O +QOR©+O+ * SEE NOTES ON LOCKING RODS® & HD 30 LOCKS ON SHEET 5 $ +ag aR©g+©oR t 9+ ** UNIVERSAL FLOATING BLADE©DETAIL HDD—HVD IS —AL--- —————— — S6?7 O VAUD FOR ALL CENTERMATES APPLICATIONS WITH BLADE 1D 3 1 ��>,nuunlut HDD—HVD** FLORIDA BUILDING CODE Non High VeloCity 2015 EASTERN METAL SUPPLY 'ytENSF �b' BERTHA H ASSA fL E c o �H�. . Accordion Shu N V. NJ 1 E OR W 0 N.V.WINDOW 8 Tk: - AmeHcan Shutter Systems �•N DESCRIPTION DATE D OF S TIL IT TESTING do ENGINEERING COMPANY -o'•. STAT c� Association, Inc. 1 OLD 11-194 04/13/15 0 6355 N.W.36th.SL.Ste.305.VIRcmw GMDE S.MORM 3916 4263 Westroads Drive 2 Phone:(305)871-1530.Fox:(305)871-1531 �i1. .� a—mail:trlteco®aol.com West Palm Beach, FL 33407 3 FS'810WA . ED-000671g 4 ���Hi11111111%,"* WALTER A TILUT Jr.P.E. FLORIDA Lia$44167 S P.F. SEAL/SIGNATURE/DATE 6 POURED CONCRETE POURED CONCRETE ORUC POURED CONCRETE OR OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOC REQUIRED BLOCK WALL REQUIRED DCISTING GLASS ///���EXISTING GLASS E T) 2" MIN CONCRETE ANCHOR EXISTING GLASS _ ( �—r r J 1" 2' MIN. T — TAN.SEPARATIONTO GLASS I I MPL SEPARATION SCHEDULE ONSHEET SEIEMIN.SEPARATION t EQ I EQ TO GLASS(SEE 12 FOR T3ADE RAND TO GLASS(SEE SCHEDULE ON SHEET 1/16"x3'MAX. LE ON SHEET ON SHEET 28 FOR 12 FOR 6lADE0AND 12 FOR ULADEQAND (6063-T6) CONT. B<nOFS ® ON SHEET 28 FOR 1 /2- FOR (LOCATE AT ' ON SHEET 28 FOR ALUM. CLOSER BLADES(D o® (LOCA SIDE BISDEs0&0 PLATE. (LOCATE 1/2 EITHEOF D) AT EITHER O; MIN i 4b'USE 1'OR 2" MAX. f 1/2' MIN. _—_—_ 10x1/2" S.M.S. I - ALUM NUM CLIP)ANGL.E 8'x0-2' tOx1/2'S.M.S. _—_—_ a 16'O.C. _—___ 4 ` (6063-T6 ALLAY)AT MIDHEIGHT ® 16"O.C. 1 -Al (1) #10x1/2" S.M.S.TO®& (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FOJ WALL AT ," O.C. (LOCATE AT 5 SIDE CONNECTION I OR EITHER SIDE OF(D) 1 DR _dOR SEE DETAIL X FOR j10 R ®� TO TRACKS SIDE CONNECTION ®m©+ 7Om®m Q.®m SEE DETAIL X FO A m®m©•O°°®° mm7TO TRACKS m m 6- 7 m 8 o* ta. .@-0. m SIDE TO NTRACKS 10• a0. ®•®m�•�'^v`®m ®•®°'©*®mOB•®m ®*®m®•®°^v®`�mO9 O`®m®s•�mt®' ®*®m®•®m�`®0°O ®•®0°®•®00.®`®mO END CONNECTION DETAIL 0 END CONNECTION _DETAIL Q END CONNECTION DETAIL U3 END CONNECTION C A REQUIRED ONLY FOR SPANS GRFA POURED CONCRETE OR EXISTING 4 CONCRETE BLOCK WALL Z__IXISTING GLASS REQUIRED GLASS 4 _ D �__-________- MIN.SLPPRATION #1 1/2'S:M. TO GLASS(� ® 16" .C. MIN.SEPARATION !�—-—-—- --- s 'OR®OR( SEE 112 F�ORLLMADE OAND CONCRETE 1/2' MIN. SCHEDULE ONON SHEET TO MASS(SHEET - ------------ -- ----- 12 - - ©QROOR( ON SHEET 28 FOR ANCHOR® 12 FOR BLADE QAND 4 ------ - ---- 1211 FOR CONCRETE BLADES a)&0 12'O.C. 1 5 eLADEs 0&® ----- - ANCHOR EQ ® 16* O.C. - ---- 1/2" MIN. - -L----= j --- 4 _ MIN. _—_—,_ EQ - SEE--- 6 OR $ OR 1 OR ����ry�/ y 2"MIN. 2' MIN. BLADE(BONNS OF SHEET 48 FOR @ OR©OR(qOR.. Z'S.--= 5 1 OR ®' PLAN DETAIL X 1 OR ®' ® ®m©-0m® ,0-®m . POURED CONCRETE OR ©m®m©* 7Om® 10+®� O�®m®`�p*©m. END INSTALLATION CONCRETE BLOCK WALL ,D•®m®.®mp.®m ©`O*©m©`O (� HV BLADE OR 46� HV WINDOW BLADE REQUIRED Q O © O O ®m CONCRETE OR CONCRETE BLOCK WAI END CONNECTION DETAIL 0 ®•®m®•®m�*®� END CONNECTION DETAIL(A) FLORIDA BUILDING CODE Ikon High Velocity ©2015 EASTERN METAL SUPPI BERTHA H E co INC. A.S■S■A. Accordion Shu H V.BLADE 1 W OR W/o H II,WINDOWW BL BL TlLLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.No DESCRIPTION DATE DI -o STATE Ot �•� 6355 N.W.36th.SG,Ste.305.VIRGINIA GAROENS,FLORIDA 3316 Association. Inc. 1 OLD 11-194 04/13/15 [ Phone:(305)871-1530-Fox : (305)871-1531 4226868Wesestroads Drive z NN�' e—mon: West Palm Beach, FL 33407 3 ��''�•,ss/ONAL��.�`•�` WALTER A.TILLIT Jr.P.E. 5 P.E. S� 1f�lONl4r�}RE/DATE FLORIDA uc.0 44167 6 SCHEDULE #1 MAXIMUM SHUTTER SPAN* 'L+" OR "L—" MAXIMUM SHUITER SPAN* "L+" AXIMUM SHUTTER SPAN*-L+- ALA-Al A� (ft.). FOR INSTALLATIONS W1 OR -L-- (ft.) FOR R "L-" (ft.)'INSTALLATIONS . or or NOTES; CENTER My-& @ & �@ INSTALLA11ONS W/ W/ MNM [CAL CMZRM CONCRETE & W/ ONE H.V. LOCK or @ or or CENTER WOOD HD LOCK (2)W/ NO LOCKING RODS or ONE W LOCK or & W/ ONE HV LOCKS MANSORY (1) L+:MAXIMUM ALLOWABLE SPAN FOR A % W-1 To OR N1 NO LOCKING WALL A.S.D. POSITIVE DESIGN PRESSURE RATING. CENTERMATES @ if/ ONE HV 'r W/ NO LOCKING RODS (9 ot A. B. C. D. E, M, N. 0. P. 0. L-: MAX ALLOWABLE SPAN FOR A GM NI LOCK @ W/TWO LOCKING RODS (5 TOP & (SEE NOTE t) ODS MOUNTING F, K & L R, S, & V. A.S.D. DESIGN PRESSURE RATING. BOTTOM (SEE NOTE 1) FLOOR/CEILING G, H, 1. 11 & J T. U, w & X (2) PROCEDURE TO DETERMINE MAXIMUM SF %PD. CONCRETE&WOOD INSTALLATIONS 0 MAX A-.0. CONCRETE&WOOD CONCRETE MOUNTING WALL MOUNTINGS i(TOP/001TOM) OR FLOOR, • GN OEM —INSIALLATIONS MomcN M&S INSTALLA710NS PRESSURE RATING WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNM PRESSURE GIVEN A POSITIVE A.S.O. DESIGN PRESSURE MOUNTING RATING & RATING FLO*VCMUNG MOUNTING, DETERMINE MAXIMUM SPAN "L+"FROM SCHI -a-!) FLOOR/CIDUNG MOUNTING OR (.(P.R (-1p&1-i) FLOOR/WALL MOUNTING GIVEN A NEGATIVE A.S.D, DESIGN PRESSURE L+ (it) L-(ft) L+ (ft) L-(ft) L+ (ft) L-00 E+ (fq L-(11) DETERMINE MAXIMUM SPAN -L-�-'FROM SCHI 30 OR LESS 16'-o" I W-o- 16'-0' 16--o' 30 16'-0* -16'-U* 30 16'-0' 16*-0' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 35 14'-110` 114�-710' 1,9'-2' 16'-0* 35 W-10" I-V-110' 35 15'-2" 16'-10" MAXIMUM SHUTTER SPAN "L+" OR 'L-' FOR -10 MINIMUM DETERMINED SPAN BETWEEN 'L+' 40 IV-110" 13' 10" 14•-2- 15-72- 40 13'-10" 13'-10* 40 14'-2" IV-2" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 45 13'-1' 13'-1"' 131-4" 14'-S* 45 13*-l" 13*-1' 45 IN-4" 1,V-3' 105 psf. A-S.D DESIGN PRESSURE RATING. (3) PROCEDURE TO DETERMINE MAXIMUM SI I WALL MQUNjjNGr 50 t2'-5* 127-5" IY-8" 13'-7" 50 1Z-5., 12'-5" 50 12'-3" IS-1, COMBINATIONS IN BETWEEN 55 11,-10. 11-10, 12'-1" 12'-11" 55 11l-10* 11,-10, 55 11'-1" 11'-11" W/FL0OR/CE1UNG; MOUNTINGS: 60 1 I'--r 12--+- 60 1'-4' 60 10'-2" 10-11* FOR A GIVEN POSITIVE A.S.D. DESIGN PRES: 65 101-10" 10'-10" 11'-1' 11,-11. 65 10'-10" 10'-10" 65 91-5. 101-1" RATING: 70 10'-6' 10'-6' 10'-9' 1 V-5" 7D 10'-6" 10'-6" 70 a'-9" 9-4 DETERMINE: '75 IV-i* 10,-11 to,-4" 11'-1" 75 1w-I, 10r-1, 75 t W CORNER CENTERMATE #1 MAY BE USED AT ALL Ll+= MAX. SPAN FOR WALL MOUNTING INS MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Lz+= MAX. SPAN FOR FLOOR/CEILING MOU 80 9'-to" 9-10" 10'-0' 10'-9' 80 9'-10" 91-10" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 INSTALLATIONS. 85 W-6" 9•-6" 91-9.- 101-5- 85 9'-6- 9--6- NOTE#5. SHEET 5. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRE' 90 W-3" 9-3" g'-s" 101-1, 90 91-3" 9.-3. 1 RATING., 95 .9,-06 8-9" 9--2- 9,-10" 95 91-0. 8,-9" DETERMINE: 100 81-9. 8-4' 9,-0, W-7- 100 81-9, 8'-4' Ll— MAX. SPAN FOR WALL MOUNTING INS 105 8--7- 7'-111" 8'-9" 9,-4" 105 8!-7- 7--11- L2-= MAX. SPAN FOR FLOOR/CEILING MOU 110 81-4" 7'-7" 8--7- W-2" 110 81-4' 7'-7- SEPARATION TO GLASS SCHEDULE INSTALLATIONS. 115F 81-e 7'-3' 8*-4' 81-11' 115 8*-2' 7*-3' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL E1-20 8'-0" V-1 I" 8'-2" 8'-9" 120 6-0" 61-11" MINIMUM BETWEEN 'Li+*. 'U+. 'b-"ANI 0 125 7'-IV 6,-a" a.-O. 8-51 125 7'-10' 61-8. WIND ZONE MINIMUM (4) GO TO ANCHOR SCHEDULE WITH FINAL 130130 7--8" 0--5" 7'-10` W-17 130 ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.D. DE' 135 7--7" 6'-,2" 7'-9" 7'-9" 135 7--7- 6'-2" TQ GI A.�S PRESSURE RATING TO DETERMINE MAXIMUM 140 7'-5- W-11' 7'-7' 7--6- 140 7-5* 5'-It' SPACING. 145 5'-9' 71 51-9. -7�-3" -S. 7'-3- 145 71-31 9. 150 7--2- 5-7" 7*-4" 7--0- 15Q 7'-2- 5--7- 1 THRU 3 155 7'-D' 5-5' 7'-2" e-9' 155 7'--0. 51-51 160 W-11" 5--2- 7--1- 6'-7- 160 6'-11" 5'-2' 165 6'-10' 5'-1" 7'-0' 6--4- 165 W-16" 5.-1. 170 W-9, C-11" W-11' 6'-2- 170 6,-9" e-11* 175 6--7- 6,-9" 61-0. P175 6'-7" 4'-9' 180 6. 18D -r. 4--8- 6--8- 5--10" 180 6--6- 4'-8- 185 Ir-5 V-6" W-7" 5'-8" 185 6*-5* V-6' I 190 6'-4- V-5' 6-6" 5-6" 190 6'-4' 4--5- 195 W-3* 4--3- V-3' 4!-3' HV BLADE 'DO 200 W-2" 4-2' 6`-4� 200 61 4--2- 6'-r W-I" 205 6'-J" V-1" 205 6 ... FLORIDA BUILDING CODE (Mon High Velocity NMI- t 2015 EASTERN METAL SUPF n B "THA F 1E S Accordion Shutt(1LIEC 0 INC. A.S.S.A. Shutter Sstems RV.ON 11 W1 OR WJO H.V.NOW OR TILLIT TESTING & ENGINEERING COMPANY IEV.NJ DESCRIPTION Gxre STAT OF =5 N.W.36M St,SW.305,VIRGINIA GMOENS.FLORM 3316 Association, Inc. I OLD 111-194 04/13/151 Phare:(305)871-1530.Fox;(305)871-1531 4268 Westroads Drive 2 ORI a-m.11.Stecocoof-com West Palm Beach, FL 33407 E9-0006719 .4s'.10NAL WALTER A.'TILUT Jr.P.E. 4 FLOR®a U..111 44167 5 P.E.E &7NO 6 WTI 141.•.: � I .I ME •: lhlU.M. 1ll 0: •:b A1 1 •1 1 h1 F -• 1 •I • h• 1 • 1 •• IMMOMMIMM 70 mo mmIti MMMMMm MOOM MEN mOm®E 30 �aammi�novc�mmmvvvva mmmv�ovr�mmm�ovr�Q®m�mQnor[3®0000r•�oo� m,®monnnn®mmonnvomimmonnonmtmmoonnnm®monnnn000ioonon ...,. /• • a•®manna©®mmon�avn®mmnnluon®mmnonn©a•®mnonnorn000000� ¢•®m�annnn m�mmnnnon mmmnnnvv m�mmonnno aimmonnnn ntan000no Iz�mmnnnnv m,mmonnnra�®monnvo�smmonvvo m,®mnoivmQ 0000iaomv �mm�onnommmnnvvotammvvvvoa•mmavo®ommmoov�v00000noo ' a:®move®Q¢•mmvonuomtmmonnvoa�mmonopom,mmvonoQ000000m® cc�mmornnno mmmonnvo mtmmnonon mmmonnpo mtmmnnntao nnonnoom ®�®mnnn®o�mmovonm�ammonvva��mm�ampQou•®env®mQaoonom®©© .. ®®mann®saa•mm>onn�nma�mmvor�v�aimmnooQ�mmmonvovoor�onoon . ' ®®mon©®omlmmronnmomtmmonvv©mmmoo©vocommnnoQnoon000©© ' ' mmmnnns�o mtmmvonnm mtmmonnoo aammnnoQo�®monme�o nlvooum�© ®m®mnn®©Q a•®aa�onnc��a a•mmvvuvn a•m�®Opps7 mt®mm�mvo noommmm�a mtmmonmoQ a•mmonn®v m®mn�nnno a�mmonoQo mmmnnnoQ onoonoo® ' m®mon©Qctmmm�aunQ•am®mvor�®ma•mmo®pQommmomv000000mma�© ®moron©Qo mmmnnnt�Q a•mmnnraa®r�m¢�o©Qpo m®mnn®Qo onnonomo ®m,®mnnoQer commoner©n mmmovono a•®omppQQ mmo�mQpo 000mm000 co®mnno�sc�mmmon�©ommmAonvommmEavQ�av®mmovopQnonoonmo ' commv®QQomtmmon©Q•ami®mEavvvva•mmmpQOQ®mmn�QnQ0000r;�o®o mmmnm�oiQ®mmnnnQ�a m�mmonnno®mmnpQQv m�mmC®0000 nnnnolvao ®QlaQ70®ODD jLf®mDnmQO mrmQ7E�nnpO V17m0iipppOlLlQ1p®®ppQ QElpm®®pQ mmmomoQQa•mmnn®Qoa•mmvor�Qom®mracaoQomt®mv�a©Qranoonnmoo .• ' ®mm®©QQQcommnnQvomtmmonmooa�mm©ppQQmtmmvopoiQnuoomra©o , ., � , ®i�mO©OQQ l�mli�pntlQA mlm1a170nQ0�®miippQQ�®�®©ppC•nt]t7il�t7®p0 almmm�QACi®morn®QQO mlm[Op[tOpO®[L�iOrip000®�6�-3nOCaloO QOmDO©pC1 a�mmmoQQia mtmmnmQQea®mmnnvpQ mmm©ppOQ mtmmn®ppC�ont�nnmo© ' mrm�ovQQsammmo®pQliamlmmomQpocv®mCfpppO®®mnppponnmo©Opp mmmnoQ�aQmlmmO rf7pQ0aammnunpomm©eaoacaommpC�ppOC•nuu�®voo ®ml®m©®pQCi ml mm0®Op0 mlmmOnOCwO��psf pQpO��i®ppppCi nO®®FappO Q®m©®QOO®®m0�000 mlmm000pQ[D®DOpppA mtmm®nOpO pt]pQO®m0 ' ®m©©ppvocommn©oQQmtmmn�vonna•�©ovpraom<�o®oQeaQonnm�moo mmnr�©Q010 mtmmonpQo mtmmonnao mmorcaQpeao a�mmvolQpo nmm�©npo ®[OmEtQSiQQ�f®mmQQppOalmmppC•p0�]EIOQR■pOpn,�3[!©ppp00 Qp©0©000 mmoQoovoc mlmQ�ppOQQ mlmmOQOpO mmns�pppn mi®mppppn noonno®o ' asmOQOpQOR�mmppQQQmlmmpQOQ•a�mp•avp�■o�moQopponnn©©©po iZ!®I�QI�QOQfI!®mpQCfpQ mlminpQOpQ�9mpOppp�mImOQC�Qmm"Mmmmmmm mmlm®QpQQo a�mmQQppo mmmolpvoo E©OpOppOQ momrapprao Homo©ppo E ilammaiQosaml®mpORipQ®®mpQRapOml®L7ppp000®mppp00oppQopOD ml®©QOQQOmmOQQOQOQmmppQpQmmppppQOf�.iL�30pOpp000mmp000 mm©raysQQ�amtmmoQv�aeacnmmoiQopo��QQOQeao�m®r�opoionnAnoppo O • - 0 mmQvoQQv®mvoipocQQ mmo•apQpo Ot�pilapp000[�IQpppOii nm�®®poo LzlmpQRiQQQQmppp0p0 Q•mOpQQpp almpOpppO Q'1®ppC�ppO Ot7taOt7mp0 ' m�mpQvaQommopQQQomtm•a�apopo�mQQoiQvo�oQQvopoon©o®000 �1 � • mmpQpQvo i�mQOpOQQ a•moocpopo mopQoiQQo�oQppopo nommpppea ml®pQOQQiiQmfi0pOp0iDm0•ipOpOn©piipp00170ppOppolDOp©0000 • ' • a•mpQnvvo as®ppQopo mtmRaQOQQA alOpOpQiiO m®ppovpo anon®Opp ' mviaQOQQo®®ppQonQa•mpppOpOmOVOpQdoiDmpppppCfO®©v©ppp ID®OQpQQLi mlmiiQQl,7Q0 mIm0000p0�nOOOOOQ�i000pnpii lDlp©OpppO moravvoira�a mpovoo�po mtopiapvoio®Qpopvooi®pppoopn m®m©pppo 6l00017pQ0 mQOQpiavo®ppppOpO mopopvoo mopQvoiQsa on000�po mmmm pQ06lpppQC■Q06•QpppQpO.7000ppQQE1C■QiiOppCiOpmm©opo mmmmmcaopo mtQvppoQQ mlaOppOpO mlQptipp00 moppnppo o®©oopoe ®opQvovn copvpviaQv a•prapplapo vApoppoo DOOVOppO o�mQpppo pppQppoO mtpiiOC•C�pi'��QQOpQiiO mlQpOpppO SLlpppi•ppii Opt?®DODO . QQppiiolQii®viiOvliQO�v000vO0000i■C■Qii000Qp00p00mp®piipp mQAOCfQOC�IslQCiOQiiRiQiElOpOOCaQL��Aa4001iiimii0vAp0i7DD®Op�fOd 1• i. i /i o . r �• • •t t• t tt t QR* SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRAi DMGN NATNE WRE RATING AND A CORi IMPONDING AIOLSARING 1YpE FOR O NCREiE OR Wh RETE MM Nff ie !.ANgIDLs TO SUBSTRATE SHAM BE AS FOLLOWS: {SEE MOUNTINGS E.Tt,do H ON SITEETS 6&'7) POt W TbNawcoNCRETE BLOCK POURED CONCRETE (A) 70 DUSTING POURED CONCRETE: {Min. f'c = 3 lcsi) mmuu EQWALL SILL MOUNTING ©CEILING MOUNTING 0 FLOOR MOUNTING - 1)4110 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.A5 MANUFACTURED BY I.T.W. BUILDER. (Mtn,f SAN A.S.D.DESIGN NEGA77t1E LOAD AS. CHORE S�'� Fi T`.Praln - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Min. V, (fl) AS.D.DESIGN NEGATIVE LOAD psf D.DESIGN NECy11iVE LOAD - 1/4'0 BLUE TAP CONCRETE ANCHORS Wj OAP AS MANUFACT W eY FlARIDA FASTENERS OitiECT 1t�tC. (Min.Vc-2 Ns•} 30140160 75 84 !20 15D 2Q5 &! 40 STT 75 90 120 180 2O5 30 40 60 75 90 720 160 205 TAPCON OR - CO 7APPERF ANCHORS AS MANUFACTURED 8Y POWERS FASTENERS, WC..AND DISfWBUTED BY ALL POINTS SCREW,BOLT& TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED UCENSE6 OR AI7THOR2ID VENDOR REGISTERED WRH THE AMERICAN SHUTTER SYSTEMS AS! 14 12 10 s a e B 5S t4 12 to s e a B a 14 12 10 s e a 6 a THREADFORM TECHNOLOGY 14 12 10 9 8 a 8 6 S4 72 10 s 8 8 6 8 14 12 10 9 1 8 18 8 6. (Min.fc= 3 ksi) OR=q 14 12 10 s It e e 6. 14 12 To-T- a 8 '6 8 f4 12 f0 9 I e ALL POINTS SOLID-SEF 8 6 5 BLUE TAP W CAP NOTES: 14 f2 SO 9 8 8 6 7 14 12 10 9 8 8 6 6 14 12 SO 9 8 6 8 6 / A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHOR 14 12 to g 8 7 5S 35 14 12 10 s 8 8 B 6 S4 t2 70 s 8 8 6 6 TAPPER+ ANCHORS IS 1 3/4`,AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. 4._o. 14 12 SO 9 8 8 6 6 14 12 SO 9 8 8 6 6 14 12 10 9 8 8 6 55 14 12 10 9 a 8 8 4 14 12 10 9 8 8 8 4.5 14 12 10 9 8 6 4 3.5 A.2) MINIMUM EMBEDMENT OF 114110 x 3/4"ALL POWs SOLID-SET ANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE N 14 112TF t0 9 8 8 6 4.6 14 12 t0 9 a a 6 5S 14 12 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PIITtMRTID. !/40-2D S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STU( 14 10 8 7S 5S 3.5 - 14 t2 to 9 e 8 a 5 74 12 10 9 e 7 55 4 •SEE tBnFATWNS of USE FOR 1'MINIMUM FOR WALLS INTUIT'NO STUCCO. BLADE ON SHEEP 28 !4 t0 9 8 8 6 8 14 12 10 4 8 B 6 5.51114-112 10 9 8 a B 45 Q 14 10 9 a 7• 4 - 14 12, t0 9 8 65 5 3.5 14 12 10 8 6.5 5 35 3 A3) W CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER 13E FOUND ON THE EXISTING WALL i 14 t0 8 a 7.5 4.51- 14 12 10 9 8 8 '6 4.5 14 12 10 s 8 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE A 14 9.5 7S 6.5 45 - - 14 12 10 9 8 7.5 5.5 4 14 1 t0 9 8 6 45 3.5 NOTES A1}&A2)ABOVE FOR INSTALLATIONS ON VINYL SiDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS E 14 to a 8. 8 6 - 14 12 to s 8 8 0 a 14 12 10 0 8 6.5 5 3S INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 28A. 14 9 75 5S 3 - 14 12 10 88 7 SS 4 3 14 .12 8 eS 55 4 314' 10 9 8 8 - 14 12 10 9 8 8,5 6 3.75 14 12 10 8.5 8 5 4 (B) TO EXISTING CONCRETE BLACK: (ASTM C-90) 14 121 a 65 5.5 3 - 14 12 10 1 9 8 65 4.5 35 14 12 SO 8 7 5 3S 3 - 1/4110 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY 1T.W.BUiLDM 7'-0' 14 12110 9 8 8 - - 14 12 10 8 a 7 5 4 14 12 10 9 7.5.5.5.4 3 - 114210 x 314'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALLPOINTS SCREW. BOLT&SPECIALTY COMPANY: 14 12 10 8 65 4 - - t4 12 9 75 6 4.5 35 - Sy 105 7 58 4.5 3.5 - - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 1 10 a.5 7 4' » » 14 12 10 s 7S 55 4 S4 12 s 7 75 45 ^ - t/4"0 TAPPER+ANCHORS A5 MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT& 14 11 7 5.5 4.51- - 14 12 10 9 7.54 4' - 14 12 9. 7 6 " 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS AS 8._as 14 12 10 9 8 6S - - 14 12 10 9 8 6 4 - 14 1 12 10 8 aS 5 3S - NOTES, 14 12 10.6 7 58 3 - - 14 12 8 05 5.5 a 3 - sS 8 6 4 3 14 129S, 75 6 - - 14 12 s5 B 65 5 - - 1412 8 6 65 4 - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS t 1/4 ^ 14 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 SS 65 5 3S » - 14 12.10 8 65 5 - 14 12 8 68 5 4 14 12 10 9 a - - 14 12 10 9 7.5 48 - - 14 12 a5 7 55 4 - �•_O. 54 115 7S 6 a - 1a ll 7 55 5 35 - - 11 a 55 4.5 35 - _ 6.2) MINIMUM'EMBEDMENT INTO TUCNT 1 HAL x 3/4"ALL.POINTS S0-2-SET ANCHORS SORE BE ENTIRELYSHAL EMBEDDED INTO THE NCONCF IMUM _ XIST. NDWITS STUCCO SHALL BE PTH No S 1)411 0-20 S.S. MACHINE SCREW USED StillL BE 1 1/2'LONG MINIMUM 74 12 8 85 a5 - 14 12 8.5 7 85 4 - 14 105 7 5.5 8 45 - - EXIST.AND t'MINIMUM FOR WALLS WITH NO STUCCO. 15 a.5 55 4 - - 14 12 9 1 7 1 6 4.5 - - t4 11 7 5.5 4.5 3S - 14 12 10 9 75 - - 14 12 101 8 65 5 - 14 12 8 6 5 4 9.3 IN STONE. PAYERS OR ANY VENEER BE FOUND NG WALL 14 105 7 5 3.6 - - 13 95 8.5. 5 4 3 - - SO 7S 5 4 3 - )ANCHORS SHALL BE LNG ENOUGH 70 RTACCHCTHEE MAIN PANELS, STRUCTURE BEHIND SAID WALL FINtMES.OANCHORAGE N THE SSHALL BE/ 14 11 7,5 55 - - - 14 118 s 6 5 4 - - IZS 9S 6 5- 4 4 - NOTES 9.1) & B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS 05 8 5 - - - t4 12 8 65 6.5 4 - - 13. 10 8.5 5 4 3 - FOR INSTALLATiON INTO EIFS WITH METAL STUDS SEE SHEET 2BA 11•-O' 14 12 10 - - - 14 12 9 7 6 45 14 105 7 55 45 3.5 ^ 25 9-5 5 - - - 12 9 6 4S 4 2F 9 7 4.5 35 3 - ,{C) ANCHORS WALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFAC 14. 10 7 - - ^ 14 105 7 5.5 45 - - - 11.6 8.5'fiS 45 75 - q SEE SCHEDULE BELOW FOR IDLE STANCE E0. VERSUS SPACING RELATIONSHIP FOR ANCHORS. " 98 7 a5 - - 14 51.5 7.5 5 5 - 72 8 6 4.5 4 - 12'-0" 14 12 10 - - - - 14 12 B 6.S 5.5 - - 13 10 e5 5 4 - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANGORS: 1.5 8.5 4.5 - I- - - 11 8 55. 4 13Z » 8 6 4 3 - - MNGMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANC 38 95 6 - - - 13 9.516.5 6 1 4 - 10.5. a 5 4 - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, 9 6.5 - - - - 14 IOLSI 7 5.614.5 - - 11 I&S 5.5 45 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0" 14 _12-r- - - - - 14 11.5 75 B 5 - - 12 9 6 45 4 » FACTOR oa a - - - - - 10 7.5 5 4 3 - - 7.5 5.5 4 3 - ACTUAL TAPCON WITH ADVANCED 2.5 as - - - - - 12 9 6 4.5 4 - -- 95 7 5 4 - - - EDGE TAPCON ALL POiNT SOLID SET BLUE TAP W CAP TAPFE BLADE OR THREADFORM TECHNOLOGY J 8 8 - - - - 13 9S 85 5 - » tt5 7S 5 4 - - - - �++�� DICTANCE MIN.SP. 14'-O" 14 12 - - - - 14 105 7 55 - - 11 85 5.5 45 - - - E.D. MIN.SPACING Q 3' MIN. SPACING-3' MIN.SPACING -.3 112" MW SPACING-3' 3 3/411 10 7.5 - - - - 9 7 45 3,5 - 7 5 38 3 - 1 LAD POURED CONCRETE& POURED O)NCME IONONE BU10T POURED CONCRETE& POURED CONCRETE&pgBEg OWETE t 1.5 8 - - - - 11 8 5.5 4S - •- 9 65 45 - - - CONCRETE BLOCK MN E0.'=3 t/2' IASL ED. 1/2' CONCRETE BLOCK CONCRETE BLOCK MLL ELL-3 1/r N 1 HV W NDO MIL ED..3' Nm1.ED-3 1 MN ML Y 75 - - - - 1z 9 5 - - - - 95 7 4.5 - 3' 1.0 0.90 1.0 Das 1.0 4.B4 15'-0'TI :-: - - - - 38 10 e.5 - - 0,6 s s - - - 8____/L ,DE_ WORKING 2 1/Z' - oB1 1.0 - - o.s� -- - - - - 88 65 4 - - - - 6.6 5 3 _ _ IN LINIS�N- - - - OS 8 5 - - - » &5 6 4 - - - _ 2' - 0.71 - - - 051 7 - - - - - •- 9 6.5 45 - - 1 3)411 - taxr��ac6 - - - 0.93 14 - - - - 2.5 9.5 6 - - - - 10 75 5 - - - g - _ _ 6 8 4 6 45 3 - 1 1/2' 0.35 0.35 95 7 5 - - - - - a s 4 - - - - - FLORIDA BUILDING CODE Non High Velocity 1 ♦���``%%0 N Tit jr1�7AEJ 2015 EASTERN METAL SUPPLY P '--r BERTHA H1 IL E C O A■<<j'. .,A,. Accordion Shutter .*= 7#Lkli TESTING-&-ENGINEERfNG..COMPANY _.. .. American Shutter Systems V NSE DESCRIPTION 01 W1 OR 4�V DATE BLAJ DRI• ( -- Q,= ---_.-Associotioni--fnc....._.__. __.__..1.__ ___'x.11-194-.__.-.o4j1a/ts-On "o'•, STATE OF 6155 N.W.36th 9L,Ste.306,VIHGINU GARDENS.F1AWM 3316 y Phone:(305)871-1530.Fax:(705)871-1531 4268 Westroods Drive 2 ,•'���\��� e-me�510to a67Gl9.cam West Palm Beach, FL 33407 3 toi�AL� �t` WALTER T,�aa16i£ 6 P.E. S SCyI� TAM RE/DATE 6 MMIMUM ANCHOR* SPACING in.) SCHEDULE FOR A GIVEN MAK. SHltM SPAN &S.D. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNBNGS I.J, K&L ON SKEET 1) POURED CONCRETE POURER CONCRETE BLOCK IAVONIIN I WALK 0=.&..U1 TRENCH Oj RAMGUARD MOUNTING QK WALL/FLOOR MOUNTING QW"ALK OVER MOUNTING N HO $PAS TNG LEGEND Spy1 TAPCON OR (� A.S.D DESIGN NEGATIVE LOAD(ps1) ASM.DESIGN NEGATIVE LOAD (pst) A.S.D. DESIGN NEGAINE LOAD(psf) A.S.D. DESIGN NEGATIVE LOAD(pSO TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 THREADFORM.TECHNOLOGY 14 12 10 19 16 8 6 5 12 112 112 112 12 11.518.5 16.5 7. 7 7 7 '7 7 7 5.5 '5 5 5 5 5 5 5 5 ALL POINTS SOUD-SET 14 12 40 1 9 1 8 B 8 6 12 12 112 12 12 12 19.51 7 7 7 7 17 17 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 1 9 8 8 5 5 12 12 12 12 10.5 H I 6 14.5 7 7 7 1 7 17 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 1 9 8 8 6 6 112 12 12 12 12 10 17.6 H 7 7 7 7 7 7 7 7 15. 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 8 6 12 12 12 12 1S BS 85 S 7 7 7 7 7 7 55 4 5 5 5 5 5 5 5 4 4,-0„ 14 12 10 8 6 8 6 8 12 12 12 12' 12 95 7 55 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9S 8 6 45 35 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 6 5 14 12 10 9 8 8 8 6 12 12 12 12 10 7.5 5S 4 7 7 7 7 7 7 7 55 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7. 7 55 4 3 5 5 5 5 5 5 4 3 5,-0„ 14 12 10 9 8 8 6 8 12 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 5 • 14 72 10 9T8 8 ti 6 12 12 9.5 .5 6 4S 3.5 - 7 7 7 7 7 7 5 35 5 5 5 5 5 5 5 4 f4 12 10 9 H H 6 6 12 12 t2 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 a 5 5 b s s s s 4 SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 1.5 8 7S 8S 4 3 7 7 7 7 7 45 3S - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6'-0„ 14 12 10 9 8 8 6 6 12 12 12 10 8 8 4.5 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 14 1412 10 9 8 8 6 5 12 12 8 6 5' 4 3 7 7 7 7 7 5S 4 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 8 6S 5 .75 - 7 7 7 7 7 6 4S - 5 5 5 5 5 5 4.5 - 14 12 110 1 9 1 8 a 6 8 12 12 10 0 6ZIS 3.5 - 7 7 7 65 5.5 4 5 5 5 5 5 4 3 7'-0„ 14 12 10 1 9 1 8 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 1 7 7 7 7 6 5 8 5 5 5 5 5 5 14 12 10 1 9 1 8 8 6 6 12 10 04 5 4.5 3 7 7 7 7 65 5 3 5 5 5 1 5 5 5 35 3 14 12 10 1 9 1 8 8 6 6 12 12 H5 7 5.5 4 - - 7 7 7 7 7 5 - - 15 5 5 5 5 5 4 - 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 8 8 1 6 - 112 12 8.5 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - - 15 5 5 5 4.5 3.5 - - PSF A.S.D DESING PRESSURE 14 12 10 9 8 8 6 - 12 12 0.5 7S 8 45 3.5 - 7 7 7 7 _L__Z_ 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER f4 12 10 9 H e s - 12 9 6 4.5 4 3 - - 7 7 7 7 55 4 - - 5 s s 5 b 4 3 - SCHEDULE #3, SHEET 12 14 12 10 9 8 8 6 - 12 11 7.5 8 5 ,75 - 7 7 7 75 6 4.5 - 5 5 5 5 5 4.5 - 14 12 10 9 8 8 = - T2_11.5 75 6 5 3.5 - 7 7 6.5 5 4 5. 5 5 5 4 3 14 12 10 9 8 8 - - 112 12 9S 65 5.5 4 3 - 7 7 7 7 7 7 6 3 5 6 5 5 5 5 5 5 14 12 10 9 8 8 - 05 8 5 4 35 - 7 7 7 6 5 3S - 5 5 5 5 5 4 3 14 12 10 .9 8 8 - 12 10 6.51 5 4.5 - 7 7 7 6.5 55 - 5 5 5 5 S 4 14 12 110 9 1 6 8 - 12 10.5 7 5.5 4.5 151- 7 7 j5 4.5 3.5 - 5 5 5 14.5 3.5 - 10,-0„ 14 12 10 9 8 8 - - 12 11 8.5 6 5 35 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 14 12 110 1 9 1 8 8 - 19.5 7 45 3.5 3 - 7 7 7 55 4.5 - - 15 5 5 1 5 14.513.5 14 12 110 1 9 1 H 8 - 112 9 6 5 4 7 7 7 6 5 5 5 S 14-515 44 12 10 19 1 8 8 - 112 9S 6 5 4 3 7 7 -5 4 3 5 5 5 1413.51-11,-0„ 14 12 10 9 8 8 - - 12 10 7 5.5 45 3S - - 7 7 7 7 7 7 3S - 5 5 5 5 5 4 14 72 10 9 8 8 - - 8S 84 4 3.5 3 - - - 7 7 8 5 4 - - - 5 5 5 5 4 (1) V gLADE 0NLY 14 12 10 9 H B - - 11 8 55 4 - - - - 7 7 7 SS 4.5 - - - 6 6 5 5 45 1 I 14 72 10 9 8 15 8.5 5S 4.5 3.5 - 7 7 4,5 3.5 - 5 5 4.5 3.5 312 14 12 10 9 8 - - - 12 9S 85 5 4 3 - - 7 7 7 7 7 6 3 5 5 5 5 6' 35 14 12 10 9 8 8 6 4 3 7 7 5.5 4S 35 - - 5 5 5 4.5 4 14 12 10 9 8 - 10 7.5 5 4 7 7 6 6 5 5 5 5 4 14 12 10 9 8 - OS 8 5 4 3.51- 7 BS 45 35 - 5 5 45 35 3 13-0„ 14 12 10 9 8 - - - 15 BS 6 4S 3.5 3 - - 7 7 7 7 7 45 - - 5 5 5 5 5 5 4.5 3S T4-TI-21-10 9 8 7 5.5 35 3 - - - 7 7 5 4 3 5 5 5 4 3 14 12 10 9 8 - 9 [74 4S 75 - 7 7 5S 4S - 5 5 5 45 4 14 12 10 9 - 10 5 4 3' - - 7 8 4 3 - 5 5 4 3 - - 14-0„ 74 12 10E 9 - - - OS5S 4 3.5 _ - - 7 7 7 717 4 - - 5 5 5 5 5 5 4 3 14 72 10 9 - - 85 3 - 7 7 5 5 5 5 4 14 12 10 9 - 8.5 4 - - 7 7 5 5 5 5 4 - 14 t2 10 - - - 9 4.5 35 3 ---75.5 35 5 5 3.5 3 - 15-0„ 14 12 10 - - - - - 10 5 4 3 - - - 7 7 7 3.5 - - 5 b 5 5 5 5 4 314 12 10 - - 6 3 - - 7 7 4S 5 5 45 3S - - 1412 10 - 8 4 - 7 7 5 5 5 5 4 14 12 10 - - - - - 6.5 6.5 4 3S - - - - 7 5.5 3S - - 5 5 35 - - - - - 16'-0„ 14 12 10 - - - - - 9.5 7 45 3.5 3 - - 7 7 7 3 - - 5 5 5 5 5 45 3.5 - 14 12 10 - - - - 6 45 3 - - 7 8.5 4 5 5 4 3.5 - 14 12 10 - - - - 75 65 .7s - - - - - 7 7 4.s - - - s s 45 - - - - - FLORIDA BUILDING CODE Non High Velocity H 2015 EASTERN METAL SUPPLY ``\��\.���p:TIC(/j J,,��� BERTHA H _`` c - A s S■A Accordion Shutte IL ECO INC. American Shutter Systems H.V. BLADE 1 W OR W/0 HV.WI TILUT TESTING & ENGINEERING COMPANY Y EV.N DESCRIPTION DATE IE DRA PATE OF ���2 6755 N.W.36th.St,na 305,VIRGINIA GARDENS,FLORIDA 3316 Association. Inc. 1 OLD 11-194 04/13/15 DA c►=S ary Phone:(305)871-1530 .Fox:(305)871-1531 4268 Westroads Drive 2 i��0 . FLOR�9P•'������ e-meflE13-�e0c8®191.eam West Palm Beach, FL 33407 3 ss>• N WALTER o oa ue#44167 5 ilA `AE/DATE 6 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) U B _<E3 T F` .L�,T I- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. Gr0.43 W/ MIN, G=0.36 PLYWOOD MAXIMUM CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T SPAN WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS WALL-MOUNTINGS (ft) M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R W & X FLOOR MOUNTINGS M, N, 0 & R W & X FLOOR MOUNTINGS P & Q W & X D.NEGATIVE DESIGN LOAD(p kS.D.NEGATIVE DESIGN LOAD(p S.D.NEGATIVE DESIGN LOAD(ps1 kS.D.NEGATIVE DESIGN LOAD(p AS.D.NEGATIVE DESIGN LOAD(psf kS.D.NEGATIVE DESIGN LOAD (Ps D.NEGATIVE DESIGN LOAD(pst 30 40 60 75 90 105 30140 1 60 75 90 105 30 40 60 75 90 105130140 60 75 90 105 30 40 60 175 190 105 .30140 60 75 90 1105130 40 60175190 105 '-0' OR USS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5112 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 _ 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 7.514.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - g'_0^ 12 10 10 5 3.S - 6 4.5 3 2 2 12 10 8.5 4 - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - 11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 11) - - - - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3,52.51- - - 12 10 - - - - 3 2 - - - - 6 5 - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 10 - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - 14'-0" 12 10 - - - - 4 3 - - - - 12 7 - - - - 3 2 - - - - 12 5 - - 15'-0" 12 - - - - 3.5 - - - - - 12 - - - - - 3 - - - - - 1.5 - - - - - 2 - - - 16'-0" 12 - - - - - 3 - - - - - 12 - 11 - t NQTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1.ANCHORS TO WAIL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS. - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY 1 H V BLADE 0 R 1 H V BLADE W I.T.W.BUILDEX W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18& 19. EXCEPTION:'SEE NOTE 2 BROW. 1�A HV WINDOW BLADE WORKING I N UNISON r 2,ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S.2012 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: SEE UM ATIONS OF USE OF -SOUTHERN PINE No.2 W/G=0.55(N.OS) BLADE 1A ON SHEET 28 -DOUGLAS FIR W/G-0.50 (N.OS.) -SPRUCE PINE FIR NORTH W/G=0.43(N.D.S.) -SPRUCE PINE FIR SOUTH W/G=0.38(N.D.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 1HE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE Non High Veloci H. ````1L1111A Tl� ��oi� ©2015 EASTERN METAL SUPPLY, �� ..........!r '�% BERTHA H A S S A Accordion Shutter I L ECO I N C. H.V.BLADE 1 W OR W10 H.V.xlrvDow BIRD /' �`� * TICCIT TESTING & ENGINEERING COMPANY American Shuster Systems EV. DESCRIMON DATE URA .Q: TATE Of � 6355 N.W.3611.St.Ste.305.VIRGINIA GARDENS.FLORIDA 3318 Association. Inc. 1 OLD 11-194 04/13/15 DA Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 D e-mon:UecocGol.wm West Palm Beach, FL 33407 3 B /0[yA1-����`�� FLFLOORIDA E 9 44167 5 1P.E. b,�iiyG�AlR11�RE/DATE 6 MAXIMUM ANCHOR+ SPACING (in ) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE &S.p DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) !E-' L.J B :E' T F .a.T E + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 W/ MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4'4 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,As MANUFACTURED BY DOUGLAS FIR W/ W/ MIN. G=0.43 W/ MIN. G=0.36 I.T.W.BUILDS(W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. MAXIMUM MIN. G=0.50 EXCEPTION: SEE NOTE 2 BELOW. SPAN ft B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING'TYPE U.SHEET 19 AND SHALL CONSIST OF $ & V S & V S & V IAO SCREWS AS PER NDS 2012 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: AS.D NEGATIVE DESIGN LOAD( D.NEGATIVE DESIGN LOAD (psf A.S.D. NEGATIVE DESIGN LOAD -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) 30 40 60175190 10530 40 60175 90 105 30 40 60. 75 90 105 -DOUGLAS FIR W/G=D.50 (N.D.S.) 3'-0' OR LESS 12 12 12 12 12 12 12 12 12 112 12 12 12 12 12 12 12 12 -SPRUCE PINE FIR NORTH W/G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/G=0.36 (N.D.S.) 4'-0' 12 12 12 12 12 12 12 12 12 12 12 12 12 112 12 12 12 12 -MIN. 1/2'CDX PLYWOOD (1986 APA) 5'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 1 12 12 12[11.5110 4.ANCHORS SHALL RECOMMENDATIONS BE INSTALLED FOLLOWING ALL OF THE ROMMDATIONS AND SPECITTCATIONS OF THE 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12- 11.5 9.5 8 1 ANCHOR'S MANUFACTURER. 7'-0" 12 12 12 12 12 12 112 12 12 12 12 10 12 112 12 10 8 8 8'-0" 12 12 12 12 12 12 12 12 12 12 0.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 1O. 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-O" 12 12 12 12 11.519.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 11'-0" 12 12 1.2 12 10 8.5 12 12 1.5 9 7.5 6.5 12 12 8 6 5 5 12'=0" 12 12 12 1.5 9.5 8 12 1Z 0 5 8 7 6 12 11 7 6 5 4.5 13'-0" 12 12 12 10. 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0" 12 12 11 19 17.5 5 12 12 8 6.515.5 13.511.518.5 6 4.51 4 13 16'-0" 12 112 110.18.5 16.5 4 11.512 8 6 14.5 1 3 1111 8 5.5 4 3 - Q HV BLADE ONLY 111111111111 FLORIDA BUILDING CODE (Non High Velocity H 0 2015 EASTERN METAL SUPPLY, i i BERTHA H1 L E C O iNc. A.S■S.A. Accordion Shutter H.V.BLADE#I W OR W 0 H.V.WWDOW BlAO Z � �T`:* American Shutter Systems EV. DESCRIPTION DATE DRAV STAT t Uh 1 TICCIT TESTING & ENGINEERING COMPANY Association. Inc. I DID 11-194 04/13/15 DAT "r'''. �. :•�/` 0355 N.W.36th.SC.Ste.305,VIRC M GARDENS.FLORIDA 3316 -ice Phone :(305)871-1530 .Fox:(305)871-1531 4268 Westroads Drive z F c\\fr\ ♦ e-mail:tilteeo®aol.com West Palm Beach, FL 33407 3 \ wALTEa 00066 aI719 4 P.P.E. ffllll IIINNTI FLORIDA Lk. # 44167 S P.E. SEAL>SiGNQTURE/DATE 6 INSTALLATION DETAILS ON EXISTING WOOD.- BUILDINGS FOR a) ..HV & 9 H,V* BLADES (AS APPLICABI MAX. SHUIIER SPAN L+ OR -L- FOR INSTALLATIONS 11lTO WOOD WITH HV BLADE n1 ONLY SHALL BE LIMITED TO 105.0 p DESIGN PRE SURE R&TING. SEE SHEET 28 FOR MAX SPAN & V44� TAPCON OR A.S.D 12ESIGN PRESSURE RATINGTOR INSTALLATION WITH BLA AP KI I JN150N N WITH ADVANCED THREADFORM TECHNOLOGYTAPCON OR 1/4-0 W/ 1 Ilr Min. PENETRATION TAPCON WITH ADVANCED OF THREADED AM To <t4 f=+„f THREADFORM TECHNOLOGY T EXISTING WOOD HEADER. W/ 1 1/2'Min. PENETRATION (SEE SCHEDULE ON SHEET 16) OF THREADED AREA TO 9 MR WAR4RON EXISTING WOOD HEADER. TO GLASS(SEE OR 11gl (SEE SCHEDULE ON SHEET 16) SCHEDULE ON SW 12*EOR BLADEUID-- ��_30/4*S.S. MACHINE SCREWS EXISTING OR(8 NUTS 0 12,O.C. GLAS" OR(@ WALL FINISH ..... FINISH I---OPTIONAL If ONAL I OR(q LAI-1111 MIN NISH A 2*xe 0 HEADER REQUIRED OR MIN 11 2*x4*WOOD 1/4-0 TAPCON OR EXISTING WIL SEPARATION HEADER REQUIRED TAPCON WITH TECHNOLOGY TO GLASS(SEE THREADFORM E H SCHEDULE ON MIN.SEPARATION 2x4'CDKr. SILL 12 FOR BLADE TO GLASS PLATE REQ'D. W/1 1/2' AREA ON BIAL%28 EXISTIN TO SCHEDULE OF THREADED AREA 0 GLASS—I N SHEET 12) MIDVADTH OF WOOD PLATE. &@) C 0 (SEE SCHEDULE ON SHEET HV WALL HEADER INSTALLATION 0�)44V YWALL HEADER INSTALLATION @ByWALL�IL! lN�T _ �_o Milt SEPARATION T T EXISTING MIN. SEPARATION T MIN. SEPARATION TO GLASS TO CLASS 2'-x4 01!k (SEE SCHEDULE TO GLASS EXI (SEE SCHEOULE� WOOD (SEE SCHEDULE ON SHEET 12) ON SHEET 12) REMO' ON SHEET 12) EXI= 1/4V-20x3/4"S.S. 7/4-0-2W/e S.S, MACHINE SCREWS MACHINE SCREWS -20 NUTS USING 1/4 WALL 17 127 O.C. 0 12-O.C. FINISH U if 7- 1 [fill OR@ OR @ OR >1 OR OR 2x4'GO 0 R REOD. -41'Wn.1-- WOOD PLATE I-EQ5F-EQ-4 LEQT-EQ-� 1/470 TAPCON OR. Min.1- 0/-TAPCON TAPCON ADVANCED Zy 1/4`0 TMC09 OR /4-0 TAPCON OR THREADFORM TECHNOLOGY TAPCON WITH ADVANCED ? TAPCON WITH ADVANCED W/ 1/2" Min. PENETRATION OF v, THREADFORM TECHNOLOGY 2x4 CONT. THREADFORM TECHNOLOGY X� HN 1-SEE SHEET 4 FOR TYPICAL /7 THREADED AREA INTO PLYWOOD. . Min,PENETRATION OF SI PLATE W/ 1 1/2" Min. PENETRATION D� (SEE SCHEDULE ON SHEET 16) INTO PLYWOOD. SHUTTER ASSEMBLY. EXISTING MIN.2N4" AREA I 2-MOUNTING SECTIONS CAN BE R --WALL OF THREADED AREA 0 L1/2'MIN. COX PLYWOOD REWD. 0 16'D.C. MAX. REG`D. (SEE SCHEDULE ON SHEET 16) COMBINED IN ANY WAY To FINISH MIDWIDTH OF WOOD PLATE. PLYWOOD TO BE ATTACHED SUIT ANY INSTALLATION. (SEE SCHEDULE ON SHEET 16) VMSTING MIN Z"x4'STUDS 0 16'O.C. MAX. REQ'D. STUDS IN ACCORDANCE WITTO 1/2- MIN. COX WALL FINISH H PLYWOOD REQD. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. HV WALL SILL INSTALLATION WITH SECTION 2322 OF THE F-B.C. SEE LIMITATIONS OF USE 0 P HV WALL SILL INSTALLATION @ 14V WALL SILL INSTALLATION BLADE 1A ON SHEET FLORIDA BUILDING CODE (Ron High Velocity I 2015 EASTERN METAL SUPPLY .......... BERTHA HI _T1__L rEc o in. AwS.S.A. Accordion Shutter H.V. BLADE 11 W/OR W H.V.WINDOW BLAS American Shutter Systems RNEV.NC DESCRIPTION DATE DRA ..A,— TILLIT TESTING & ENGINEERING COMPANY 6355 N.W.36th.St,Ste.JOS,VIRGINIA CAROMS,FLORIDA 3316 Association, Inc. I OLD 117194 04/13/IS nK Phone Z(=)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 -moil:tiltecocaol.corn West Palm Beach, FL 33407 3 �7."ZOR10%.' EB-0006719 WALTER A TIULIT Jr. P.E. 4 P. FLORIDA Uc. #44167 5 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR J) HV & Ilk HV+ BLADES (AS APPLICABLI MAX- SHUTTER -SP-AN L+ OR L- FO noNs INTO WOOD WITH HV BLADE (!)ONLY SHALL R-E WALL FINISH LIMITED TO 105.0 120. A.S.D DESIGN PkESSURE RATING, -SEE S EET 28 FOR MAX SPAN & A.S.D1 1/4"0 TAPCON OR . DESIGN PRESSURE RATING FOE?. INSTALLATION RKING IN UN150N• . TAPCON WITH ADVANCED rE EQ 2'MIN. THREADFORM TECHNOLOGY 4*xB' Ir E)QSPNG— GE(IF APPLIC W/ I 1/r Min.PENETRATION WOOD Ba REQUIRED. z" OF THREADED AM TO ADEQUACY EXISTING WOOD HEADER. 1^0-20 3j%S.S. STRUCTURAL WOOD BEAM (SEE SCHEDULE ON S W TO BE CERTIFIED BY EYJS11NG WOOD SHEET 17) 1. PHILLIPS TR HEAD TRUSSES OR M REGISTERED ENGINEER OR 19 NINE SCREWS ARCHITECT PRIOR To 1/2- RAFTER 0 2e W/ 1/4�_,a NUTS SHUTTER INSTALLATION. O.C. REQUIRED 12' D.C. 1/4*0 TAPGON OR OR TAPCON WITH OR p4 ANC EXISTING SOFFIT THREADFORM TECHNOLOGY 20' W/ 1 1/2. Min. PENETRATION A 7 7 3/4"Max.THic. 2E Max. OF THREADED AREA To #14x.3/4" E E I"x4"x1/8'COI PTIONAL I EXISTING WOOD BEAM E S.M.S. (6063-76 ALLO (SEE SCHEDULE ON SHEET 16) 0 61 D.C. 11 @ U3 5/16"0 LA I 11 or.@ or (I LOCATE LAG SC MIDWIDTH OF C or @ or @ EXISTING MIN 2'X4' E)GSTING-4 MEMBER,(2-Mi HEADER REQ'D MIN.SEPARATION OPEN HOLE AT EACH U . GI-ASS I TO GLASS STUD 70 I ]IJ W/2"Min.PE (SEE SCHEDULE ON SHEET 12) EXIS71NO 5/16�LAG SCREEN THREADED ARE GLASi--� INSrAUATfONS IAT CENTER OF TUBE_ MAX A.S.0 Da WL SWNMON 1 9*-0-MAX,SP * - I NIL SEIRAWON INSTALLATION I., O =MME, 0 TEE `CP TO Ww M OV WALL HEADER INSTALLATION FOR WOOD W 12 IM MADIE(r Ci EXISTING saimr CN SM O/ ON SKEET 23 12 FOR SLAM I GRAVITY OF FIR OR SOUnif OR EQUAL 1-SEESHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, OR (W 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (DEK-MIL��TLA�10 @HV CEILING INSTALLATION UK MFWAM I -t--- I MIN.SEPARATION 1 OR MIN.TOSEPARATION GLASS EXISTING TO� CLASS (SEE SCHEDULE J__(SEE SCHEDULE ON SHEET 12) EXISTING ON SHEET 28 GLASS\�l _,M04 g k ON SHEET 12) G D I ALTER�ATE. k a 7 E7 1 11 1 T 11 IANCHOR 1APG 0 WALL ---------- LOCATIO!, 2.6'MIN, 1 FINISH 1/4-1 3 MIN. #1Ox3/4-HEX DECK REDIJ Max. .10 WN. WASHER HEAD TEK (NO FINISH SCREWS 012"0.02'XS' MIN.WOOD -@3 ORDECK REQUIRED (NO EDGE OF Of FINISH ALLOWED) 199! I\I@ _ oIF APPLICAB EQ EQ 1/4'-20x3/4"S.S. EDGE OF DEC :G-w t14t 1— —1/4-0 F.H.TAF *0 TAPCON OR 1. PHILLIPS TRUSS READ IF APPLICABLE IAPCON WITH ADVANCED Min. MACHINE SCREWS OF F.H.TAPCON A THREADFORM TECHNOLOGY W/ 1J4'-20 r z-20 NM! A MIN. OF THREADFORM T 1 1/2' Min. PENETRATION 0 12'D.C. nFcK IF W/ 1 1/2-Mi , OF THREADED AREA 0 1/4`0 TAPCON OR TAPCON WITH ADVANCED THREADFORMAPPLICABLEMIN� OF THREADED TECHAOLDGY-A MIDWICITH OF V REO-D!ATE MIDWIDTH OF WOOD PLATE. W/ 1/2'Min. PENETRATION OF THREADED AREA INTO.WOOD DECK. (SEE SCHEDUIJ S p ILL (SEE SCHEDULE ON SHEET 17) (SEE SCHEDULE ON SHEET 16) F USE OF MeLaO ON SNE HY WALL SILL INSTALLATION BY FLO—OR TION INSTALLA Er 28 (1)11Y.WALK—OVER -INSIA"TION FLORIDA BUILDING CODE on High Velocity . 0 2015 EASTERN METAL SUPPL BE .... ..... EN BERTHA H =1L ECOwc. AnS.S.A. Accordion Shuffe Kv. BLADE il W/OR W/O H.V.WINDOW BU American Shutter Systems REV.Ng E TILLIT TESTING & ENGINEERING COMPANY VIESCRIPMN DATE DF F jaz N.W. LD 11-194 04/13/15 10 VATE/0'I X 36th.St.SU.3A V4WNA CAROM.R.OffiX 3316f Association. Inc. Phone : (305)871-1530. Fax:(306)871-1531 4268 Westroods Drive 2 ORID e-mak tiltecovaolcam West Palm Beach, FL 33407 3 .......... EB-0006719 ONAWALTER A.TIUJT Jr.PZ 4 S Oslo E FLORIDA Ua.j 44167 5 6-A END INSTALLATIONS n HV & 1A HV* BLADES INTO 2"x4" MIN. WOOD STUDS. 2'x4'MIN. .000 SPUDS. 1/4 0 TAPCON,OR TAPCON 't �G 7 (AS APPLICABLE) \\ ADVANCED THREADFORM 2'x4•MIN.WOOD >X Y TECHNOLOGY RW BUIIDEX STUDS REVD. 2'x4'MAN.WOOD ANCHORS O 0'O.C. ; Y• STUDS REO'D. \ / W/1 1/2'MIN.THREADED p FINISH PENETRATION INTO STUDS OR FIN] W/MIN.1/2'THREADED r EXISTING CLASS [� PENETRATION TO 1/2'COX - P / \ PLYWOOD IF NO STUDS EXIST. a� EXISTING GLASS ^� EXISTING G1A55 'I \ 1 - `' � �\\ z� � 1/2'PLYWOOD.--\X r � � /EO \ MIL STPx MON - T MIN.SEPARAILDN p. 56fDlGASSAE ON SHEET at �"r'.L��.- +l -r.. 1/2'MIN.COX MN.SFPAIW110N _ 70 MASS(SEE .�. PLYWOOD. io:ST' •a'• •.��. '*`.; k. TO CLASS(SEE ce., y ^? SCHEDULE ON 9FEf 1/2'MW.CD% §-- ''+v;tia„ --�r. g 12 FOR BLADE®PND 1 16'x3• SUiEDULE ON SHEET )- 4.i"r•&hc PLYWOOD. M' h 1. / WALL 12 RDR BLADE(DAND 1/2 ON SHEET 2B FOR (6083-T6)CONT. FIIL6H 1/2'MIN.COX 12 FiLR BLADE�AMmON SHEFT 28 FOR BLADES &� ALUM.CLOSER PLYWOOD.. � �8 FUR YpPjl ®P�©&® 1 2'MIN. PLATE.(LOCATE 1/2 0 FINISH AT EITHER SIDE MINwE oR r u.x. OF(D) iatnm+ux av Ar+ac _ p10x1/2'S.N.S. - MIN'. ��5ll 4E!�O AT�q���p7prt ®10 O.C. flax I/2'S.M.S. �'"(a)�i/1st oA ®16 6 C. - - �a�-A 4 OTT BWLM ANGI= 5 Tox uVas 4 O 90aic AT meux snE-(ED-(ED ®� 1 OX, R® SEE DETAIL X FOR TVSIDE 1 OR CONNECTION SEE DETAIL X FOR I OR®� TO TRACKS SEE OETAIL X FOR SIDE TO FTRICKS ® 8 7 8 a 1 SIDE CONNECTION �'®�®•VN'"'®"`l®l' a®ap•O O �`®�' TO TRACKS 0+ � ©•Q�'©'® O.O•®�O.O•® ®•Oj .©sBO.Qj.®a LO`®O1.®'Q ©'®"' ©•Oj •®a©��./Q/\\+�°• ®•®u®`�"V"O7' END CONNECTION DETAIL Q7 END CONNECTION DETAIL® END CONNECTION DETAIL 09 END CONNECTION_ DETAIL 1/4Y TAPCON OR TAPCON 1/4'0 TAPCON OR TAPCONEXISTNO 1.REWIRED ONLY FOR SPANS GRFAITR THAN 17 EXISTING GLASS WITH ADVANCED THRFADFORM WITH ADVANCED THREADFOR 1.�. Lq TECHNOLOGY OW BUIIDIX TECHNOLOGY TTW BUILD IX ) ANCHORS W/1 1/2'MIN. ANCHORS W/1 1/2"M"'- 2 IN. z'x4'MIN.WOOD 7HREAOm PENE1RAnoN THREADED PENEIRA7ION SEE LIMITATIONS OF USE OF MTd SEPPRAR SNOS REO'D.10 INTO STUPS®12.O.C. INTO STUDS®12'O.C. I x1/2'S.M.S.MMIN.S ON ®16 o_c. TO GLASS(SEE BLADE 1A ON SHEET 28 SCHMULE tz FOR BISCREDILiLE ON SIM S®xm 1/z• N. 12N O�2e Q) 4 4 . ON SLEET 28 FOR a 5 SLAVES aADEso�� VZ '�L 1/2'MIN. ''` -� ""• -" _ .j 6 OR®OR@OR 2"MIN. _i ®ORQOR�OR� X Qt R • 1 5 "MI •MIN. (DOR - 4 4 Si 6 OR®OR1 OR ®AIL/'Qom® 10•®a' /1'.FINISH 2'x4'MIN.WOOD WALL °A®�©• 8Om 1O OR .R(qI VIEW Y tOn®�®�®�©•®a STUDS REVD. FINISH PLAN O•®�®•®P®�® O•®�®�®�®+� p,�TAIL X END CONNECTION N DETAI © END CONNECTION DETAIL © FLORIDA BUILDING CODE (Hon Nigh Yeloci N \0% Tpq// 0 2015 EASTERN METAL SUPPLY ...rlcc,T J % BERTHA Hl A S S A Accordion Shutter 11LIEC 1 N C. N H.V.8lADE 1 W OR W10 HN.WINDOW BLAI American Shutter Systems EV, DESCRIPTION DATE ORA *; s TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-194 04/13/15 DA STATE OF 6355 N.W.36th.SL,Ste.305,VIRGINIA GARDENS,FLORIDA 3316 4268 Westroads Drive 2 Ph.Oe: (305)871-1530. Fax:(305)871-1531 [ O'• FLORI�P '��.� e-mail:tiltac Vool.cam West Palm Beach, FL 33407 3 ��•.. `G. `�. EB-0006719 1 P�`SS�•••••��(,\A�\� WALTER A.TILUT Jr.P.E 4 N A A FTDRDA Ue.j 44167 5 P.E. S''{t fi1G19bih1ME/DATE 6 (®�® Q 8+ * NOTES ON HD LOCKS AND CENTE MATES: 1. MANDATORY CONDMON # 1. ONE(�) H.D. LOCK SHALL BE USED F �� uTthNA1E 34'IDCA7IGN ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMA- _,mp ((3)l OR � 3-�(�. AND AT ANY ELEVATION. S4 H.D. LOCK MAY BE USED HOA-RVA AIT INSID OR`�UTSIDE LOCK, ATTACHED 1(j© HEAVY DUTY SYMMETR 34 ° CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKIP RODS © ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. =n 2. MANDATORY CONDITION # 2: LOCATION OF(5H.D. LOCK SHALL BE ME Z ° INDICATED ON SHUTTER ELEVATION, i.e., FOR .SHUTfER SPANS UP TO 0c- c F H.D. LOCK MAY BE fNSTALLED AT MID HEIGHT OF SHUTTER OR AT �— — OV, OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GRE H$ II THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF J SHUTTER. H AL7ERNA 34 LOOK N l 2 to I� o t 0 HVF-H� DE _ E N Z Z SEE END CONN • ECTION ° DETAILS O SHEET 24 TYP. FULL m HEIGHT. OOR•®OR© +OOR + �OR�+© TYPICAL n HV BLADE SHUTTER ELEVATION ---- N.T.S. FLORIDA BUILDING CODE Hon High Velocity H `' \1111111 11 1111/// /, 0 2015 WI'ERN METAL SUPPLY, BERTHA H `��P•'' _ \GEN 1 L E C O �N�. ASSA� Accordion Shutter H.V. BLADE il W OR W/O H.V.WINDOW BA 71LLIT TESTING & ENGINEERING COMPANY American Shutter SYSTOMS EV.R D DESCRIPTION DATE RA 6355 N.W.36th.St,Ste.JOS,VIRGINIA GI1ftOt715,FLORIDA 3316 Association. Inc. 1 OLD 11-194 04/13/15 DA -a ESTATE OF 4268 Westroods Drive z �c Phone : (365)871-1530.Fax:(305)871-1531 �,y�,c .FCOR►OP: �'�� e-mail'.tikecocool.com West Palm Beach, FL 33407 3 o1 .. GWALTER~ ® sE FLORIDALcx417s P.E. �E/14 �1114V`�RE/DATE 6 POURED CONCRETE CONCRETE ANCHORS REQUIRED SEE SCHEDULE ON 1/4"0-20x3/4"S.S. SHEET 26) MACHINE SCREWS USING 1/4'-20 NUTS 0 6'O.C. POURED RTE {SEE ANCHORS coESCHEDULE ON SHEET 26) 1" REQUtREO E0M EDGE I F + ' ' MN I i SlA9 B (,— TO CLASS ' - 18 O• APPLICABLE 1 SEPAGLASS i i r I i �/ i (SEE SL4IEOUIE TO GLASS - i 11 i ON SHFET 25) i ---- �(s6s scxfattLe C ( ON SHEET'25) , i EXISTING_ A. i 9 + GLASS EXLSTING i.i• t w i � G , i i 1 OPTIONAL , i i, .9 t _ i rA 1 , i ©GLANS ' EDGE OF !F APPLICABLEMIN.M6tN i i TSO Wss(SEE SCHEDULE i (SEE SCHEDUIXLS7)NG-� ON SH�i'y`) I ON SHEET 2i I O POUREDPHEADCONCRETE GLASS 1 ICONCRRED ETE FLAT HEAP CONCRETE ANCHORS CON REQUIRED REQUIRED (SEE SCHEDULE ON SHEET 26) (SA SCHEDULE ON SHEET HD WALL HEADER* INSTALLATION HD CEILING INSTALLATION HD TRENCH INSTALLATION DWALK—OVER TA EXISTING ' MIN. uiN- GLASS i i ' i TV �--. -rocurl. ` i r 11 MIN, i ON sN 25j ' i EXISLiNGTO GLASS (SEE SQIEDVLE GLASS�i i I i 'r EXISLWG i oN SHEtT 2� i I GLASS " v-OPTIONAL i I r r I i ALTERNATE op-nomL 1 i 14x3f4"NIX i ANCHOR i I + I I , LOCATION „„� 1 �141t3f4" HEX WASHER jr a r ' `i TEK SCREWSS I i e� + HEAD D.C. SCREWS � e 6"O.C. G"O.C. + B CONCRETE ANCHORS (SEE SCHEDULE ON #14x3/4' IX HEAD 1i ®t 7 I `°p. SHEET 26) -- 18 TEK SCREWS 3"D.C. I I i --- Era EG OR Ileo-201 S. M.S. CONCRETE ANCHORS - EDGE OF—; �I I W/NUT 3"D.C. (SEE SCHEDULE ON ro SLAB IF 1/Z" 1" EDGE OF MIe i/4*0-.2Ox3/4"S.S. i SHEET 26) N APPLICABLE EO E APSLAB IF AI.IGIBLE PHILLIPS TRUSS HM ------ - CRETE ANCHORS MACHINE SCREWS POURED If USING 1/4"-20 ' I CONCRETE POURED CONCRETE (SEE SCHEDULE ON I EDGE OF E O.+ E D.* NUTS 0 6"D.C. REQUIRED WALL REWD. SHEET 26) SLAB IF E * APPLICABLE 4�z @ FID FLOOR INSTALLATION EE ND WALL SILLINSTALLATION �^ POUREDJ COONCRETE REQUIRED NOTE FOR COMBINATION OF SECTIONS: L�) HD RAINGY RD ,INS,�T ,LATION �'J INSTALLATION DETAILS W C2� HV BLADE 1-SEE SHEET 21I FOR TYPICAL SHUTTER ��••��----LL ASSEMBLY * E o. = EDGE DISTANCE SCALE: 3f8"=1" IN MOUNTING SECTIONS CAN BE COMBINED {NEE sPECIrTCATIaNs oN sHFET z6) FLORIDA BUILDING CODE (Non High Velocity H IN ANY WqY TO SUIT ANY INSTALLATION. 0 2015 EASTERN METAL SUPPLY, BERTHA H 1 L ECO i N c. Am S.S.A. Accordion Shutter H.V.BUIOE#I W1 OR -W/0 H.V.WINDOW BLAD TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Hc DESCRIPTION DATE ORA STATF�� 6363 N.W.36th.St.Ste.305.VIRGINIA GARDENS.FtOR41t 3316 Association, Inc. 1 OLD 11-194 04/13/15 taA Phone :(305)871-1530.Fax,(305)871-1531 4269 Westroads Drive 2 `•' �� a-tnml-tiHecoovaoLeem D O F(pLpA ��` West Palm Beach, FL 33407 3 1 S� ........ .... DATE WALTER #441 s 6 SEE END WALL CONNECTION DETAILS ON'SHEET 24 INSTALLATOUT 90. I N ` ON �/—EXISTING GLASS * •® E.L/ HV BLADE I ! SEE NOTES ON LOCKING RODS.3 & HD 3 LOCKS ON SHEETS 21 OOR®°R© +IOOR SEE END WALL CO4NECTI01 + °F® + DETAILS ON SHEET 24 EXISTING GLASS —————— 1 ORI 2 2•x27x1/8'x0'-2• (6063-T6 ALLOY)ALUM. I 1/2 (OPTIONAL) t�* (OPTIONAL) ANGLE W/(2) 1/4•m TAPCON ANCHORS TO X14%3/4•S.M.S.O 1r (4) H.V. CONCRETE(TOP�BOTTOM D.C. MIN. SEPARATION TO GLASS 1�' & (4)814x1/2•S.MS. I (SEE SCHEDULE ON SHEET 25) PINS (TYP.) N (4) H.V. 3 TO TUBE AT EACH PINS TYP. ANGLE. (TYP) 5 _ 4 s 8• 6 1/2• ( ) 4 s 8' 2 5 90• 1/ 1• 21/2" lf�j k I ; - .I —2 • O � 20 31 ail 32 * 33 3 i oil 32 31 oil 32 35 31 ORI.`. HVA-HDA 4 L ;� 35* HVB-HDB (oPnONAL) HVC-HDC �\ EXISTING GLASS (°PHONAL) OUT SYMMETRICAL HD CENTERMATES OOR®ORIDI +OOR --� SYMMETRICAL HD CENTERMATES W-1 3 * LOCK (INTERIOR) Op + OR@+® —— W/ LOCK (EXTERIOR) MIN. SEPA� LASS TO GFIN y)OR®OR©i (SEE SCHEDULE ON SHEET 25) + ©OR ------- --------- - ETE ----- ----------- - --------- CONCR -- --- ANCHORS C. 3 I 16" O.C. VARIES OUT 1 6 1/2• MAX. SLACK HVE—HDE POURED CONCRETE OR HVD-HDD REEQUR o BLOCK WALL R FLORIDA BUILDING CODE (Non High Velocity H \````IEITllllllllll/ffffff ® 2015 EASTERN METAL SUPPLY. a:ri4t�T,%,, BERTHA N IL EC O iNc. A.S.S■A. Accordion Shutter H.V. H 11 W1 OR W/O H.V.WINDOW BIRD TIWT TESTING do ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPnaH GATE BRA *;. r •:*= Association, Inc. 1 OLD 11-194 04/13/15 DA • 6355 N.W.36th.SL,SW 305,VIRGINIA GARDENS,R.ORDA3316 Pe: (305)871-1530.Fox:(305)871-1531 Westds Dz hon4268 roarive 0 �'•, e-mail:tlteco®aol.mm West Palm Beach, FL 33407 3 `� EB-0005719 4 F�i••........•••'�\\`.� ER A WALTTILLIT Jr.P.E. LD �PlR)'/DATE FLORIDA Li.g 44167 5 6 POURED CONCRETE POURED,CONCRETE POURED POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONI CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK V REQUIRED EXISTING GLASS ///���005TING GLASS — — 2" MIN IX� CONCRETE ANCH EXISTING GLASS _ L( ® 16"O.C. —� 1" F///2" MIN. MIN. SEPARATION MIN. TION I I TO GLASS MIT EQ EQ MIN. SEPARATION 1/162'x3" MAX. (SEEOSCHL GLASS .(SEE SCHEDULE t TO GLASS (6063 T6) CONT: ON SHEET 25) ' \ ON SHEET 25) 1/ ' (S (LOP)ESA T (SEE SCHEDULE ALUM. CLOSER 'I0 EIIDE ON SHEET 25) PLATE. (LOCATEOF AT EITHER SIDE MIN Oil z A 1/2" MIN. OF 4 ) I *USE 1" OR 2' MAX. #14x1/2" S.M. I - --- - (AS APPLICABL17xZ'x1/8'xD'-2" l ----- #14x1/2" S.M. ___—_ ® 16" O.C. i9k _—_—_ ALUMINUM CLIP ANGLE ® 16" O.C. A ,4, \ (6063-T6 ALLOY)AT MIDHEIGHT 4 (1) #14x1/2' S.M.S. ® TO®& (2)1/4'0 TAPCONS EE DETAIL X FOIL, ANCHORS TO WALL AT 1O.C. 5 SSDE CONNECTION © (LOCATE AT EITHER SIDE' SEE DETAIL X FOR © TO TRACKS SIDE CONNECTION SEE DETAIL X FO q TO TRACKS ©+(�OR®OR@+DOR SIDE TONECTION TRACKS �G +DOR®OR OR OOR®OR 6 +D6 +DOR®OR�a-®OR +O fl(Il+UZ I 0 + ®°R®+® +© ESLD CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL 03 ♦ REQUIRED ONLY FOR SPANS GREATER THAN 1: POURED CONCRETE OR POURED CONCRETE OR 4 41—CONCRETE BLOCK WALL , CONCRETE BLACK WALL 4 REQUIRED REQUIRED - _ ___ _ ————— /—EXISTING GLASS S - f _ GLASUL--- ------- OR #14 /2' S.M-S ------ -____-- - ® 6" O.C. MIN. SEPARATION ------------ --- MIN. SEPARATION TO GLASS ---_----- -TO GLASS CONCRETE 1/2" MIN. (SEE SCHEDULE 42 ---- ------ (SEE SCHEDULE ANCHOR ® ON SHEET 25) ON SHEET"25) 12" O.C. ----- - CONCRETE rj ANCHOR EQ 2 16' 1/2' MIN. O.C. u_ _ _1/2- MIN. _ 6 OR OR 2"MIN. ----- 2" MIN. EQ --- PLAN VIEW Y 5 DETAIL X END INSTALLATION OOR OR s +AOR OOR OR©+AOR (� HV BLADE INTO CONCRETE . OR >o + ®OR®+ �o +©°R®+� CONCRETE BLOCK WALL. END CONNECTION DETAIL 55 END. CONNECTION DETAIL ® FLORIDA BUILDING CODE Non High Velocity H i��A. TI[��T7j� ' ®2015 EASTERN METAL SUPPLY, •'�,\GENS',�' - 13ERTHA H L E C O I N C. A.S■S■AI. Accordion Shutter • = HV. BLADE il W OR W/o H.V.WINDOW BLAD Shutter SystemsREV.-No DESCRIMON DATE DRn TILLIT TESTING & ENGINEERING COMPANY STATE OF :'� 0355 N.W.30th.St..Ste.305.VIRGINIA GARDENS.FLORIDA 3316 association. Inc. , o1n 11-154 04/13/15 DA TI Drive d troas 2 • Phone (305)87T-1530. Fax:(30.5)871-1531 4268 WesD ({IRID �� a-mal:Elteco®aol.com West Palm Beach, FL 33407 3 i�i�'FSS•.......•�G� � tB-0005719 WALTER A. a 67 5 P.E. SLt�T"3((ittYll'l?'�iE/DATE 6 MAXIMUM SHUTTER SPAN* jk NOTES: "L+" OR "L—" (ft.) INSTALLATIONS W/ SYMMETRICAL (1) rIV MAXIMUM AGN PR LE SPAN FOR A GIVEN POSRNE A.S.D DESIGN PRESSURE RAPING. HD CENTERMATES, (9 OR ® , L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE W/ ONE H.D. ® LOCK & NO A.S.D. DESIGN PRESSURE RATING. LOCKING RODS ®.♦ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: NAxoIUM CONCRETE&CONCRETE BLOCK A.S.D.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. INSTALL AMON LEGEND PRESSURE DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE RATING ALL MOUNTING CONDITIONS GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, suBSTRATE PouaEO CONCRETE (P.-f-) DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE MOUNTI (SHEET 22) (+OR-) L+ (II) L-L� 0 OR 18'-0' 18'-0" FiNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE WALL 35 18 0' 18'-0" MiNIMUM DETERMINED SPAN BETWEEN "L+"AND "L-". MOUNTING AA & EE 40 17'-4` 17'-1A" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR FLOOR/CEILING 13.8, CC, DD, 45 16,4 17'-6" COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTING FF & GG 50 15'-6` 17'-p' MOUNTINGS: 55 14'-10" i6'-10' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: 60 i4'-2" 16-2 DETERMINE: S5 13,8 15'-B" Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 13'-2" 14-11 L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. 75 12'-8' BD 12',3` 14'-0` FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RAYING: 85 11'-11' 13-7' DETERMINE: MINIMUM 90 11'-6' 13'-2' Ll— MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. WIND ZONE 95 11,,3" 12•—,0" L2—= MAX. SPAN FOR FLOOR/CEILING MOUNTING ASTM E-1996 SEPARATION INSTALLATIONS. TO GLASS 100 10'-6' 12'-6' 105 10'-0" 12'-2' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 110 9'-B" 11-11 MINIMUM BETWEEN "Li+", "L2+', "Li-"AND 12-" 1 THRU 3 1" 115 9'-1" 11'-8" (4) GO TO ANCHOR SOHEDULE WiTH FINAL MAXIMUM 120 S'-9" 11'-5" ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN 125 - i1,_z" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 4 3" 130 - i0'-11" 135 - 10 140 145 150 155 160 165 - g_g• 170 - 9'-7' 175 - 9'-5" 180 - 9'-4' 165 - -2" HV B LA D E 190 - 9._0. 10I1IIIII FLORIDA BUILDING CODE Hon High Velocity \\.\ R .. ''�i Q 2015 EASTERN METAL Sum\�ENSF BERTHA H 1 L ECO INC. A.S■S■A, Accordion Shutte k c H.V.BLADE 1 W OR W/O H.V.WINDOW BL le; = AmerlCan Shutter Systems EV.N DESCRIPTION DATE DI �i F ; TILLIT TESTING do ENGINEERING COMPANY Association Inc. 1 OLE)11-194 oyta/ts 'O STA N.W.36th SL,Std.305.VIRGINIA GARDENS,FLORIDA 3316 Phone: (305)871-1530.Fax: (305)871-1531 4268 Westroads Drive 2 a-map:tilteco®aol.com West Palm Beach, FL 33407 3 ",,;,S/0N A)i-� \\\ WALTER A TILU`r Jr.P.E. 4 '11P.E. SEAL�SMWX-I URE/DATE FLORIDA I;c. 44167 6 *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE ANCHORS SPACING LecQro MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN (p) ANCHORS TO WALL SHALL BE AS FOLLOWS: 4 e TAPCON MAX. SHUTTER SPAN• MAXIMUM A.S.D. DESIGN PRESSURE 5/16'.TAPCON XL RATING AND A CORRESPONDIN MOUNTING TYPE A.1) TO EX15IING POURED CONCRETE (Min. f'c = 3192 psi) FOR CONCRETE INSTALLATIONS - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A.2) TO EXISTING POURED CONCRETE: (Min. Vc = 2899 psi) POURED CONCRETE — 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16"TAPCON XL ANCHORS IS 2 1/4". SPAN A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON 00 USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. DESIGN LOADS EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIh 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VII SIDING OR EIFS CONSULT THIS ENGINEER. 8'-9" 8" 4 1/2" 3 1/2" — — (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE OR LESS ANCHOR'S MANUFACTURER. 12" 8" 6" 4" 3 3/4" (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. >8'-9" 6" 3 1/2" 3" UP TO 10" 6" 4" 4" — 4" 3 1/2" — — — MINIMUM REQUIRED EDGE DISTAN=FOR UP TO MAXIMUM ANCHOR SPACINGS ARE VAL7 1/2" 5 1/2" 4" — — 3" EDGE DISTANCE FOR 1/4'0 TAPCO3 5/8" EDGE DISTANCE FOR 5/16"0 NOTE: VAUD ONLY FOR UP TO 10'-0" SPAN HV BLADE ONLY 11uuHlull/! FLORIDA BUILDING CODE Non High Velocity N ���`���• •••. /T'�4i @ 2015 EASTERN METAL SUPPLY, i BERTHA H L E C O I N A■S.S.A. Accordion Shutter H.V.BLADE 11 W OR W/O H.V.WINDOW BLAD TICCITTESTING 85 ENGINEERING COMPANY American Shutter Systems ILV.H4 DEscwanoN DATE ORA 8355 N.W.36th.St.,Ste.303.VIRGINIA GARDENS.t7ARIDA 3316 Association. Inc. 1 OLD 11-194 04/13/15 DA n TI Fir.n111P ._.�_� 4268 Westroads Drive z D phone:h.SL,71-1530.Fax: (305)871-1531 . F'' • e-maR: Ultetacool.cam West Palm Beach, FL 33407 3 EB-0006719 1 'f/Iflll111111111111\ WALTER A.TICCIT Jr.P.E 4 FLORIDA Uc.0 44167 P.E. SEALSIGNATUREDATE 6 W5" f ------ T-r 0625" "12"M%. CID CE 0625' 0625 'TO 8 To, Zr TO BLADE Tall EXTERIOR EDGE .0625" SECTION X-X W WINDOW BLADE SCALE: 1 1" BLADE'S .1875" KNUgKa\ 3"0 OPENING — (TYP) .0625"- - POLYCARBQNAIE IMPACT RESISTANT HV WINDO BAYER MAKROLON 3163 POLYCARBONATE 0.0625" RESINS, UV-STABILIZED GRADE OR SABIC EQ EQ INNOVATIVE PLASTIC LEXAN 103 RESIN FIAT OF BLADE PORTION (SEE NOTE -F- ON SHEET 28). ji R1.7500' ZZ I I 44 II EXTERIOR w WnOw 1.3750" POLYCARBONATE SOURCES FOR (a APPLICABLE RESULT 02.8750 TYPM PROPERTIES STANDARD Ram t x WMX/SCIENCE REFERENCE urjAkvwwN 3103 It PMSj �t 5 3/4" 1 ON C NTERS SPECIFIC GRAVITY ASTM D792 0.043 16;in' 0 MECHANICAL- TENSILE YIELD STRENGTH ASTM D638 9,400 p.s.i. 9 2 7/�' MIN. CLEAR _k 2 1/4' FLEXURAL STRENGTH AT'r1ELO ASTM D790 1.2,500 p.sf. 13. SEPARATION CLEAR ETETWT�EW BETWEEN FLEXURAL MODULUS ASTM D790 340,000 p.sl 3 BLADE TABS .0625 .0000 03.7500 IM 0 t625" 03 NOTCHED IZOD ASTM D256 18 FT-lb/in I x X SMOKE DENS" ASTM D280 47.2 X SECTION Y-Y RATE OF BURNING ASTM D635 C�-I CLASS SCALE: 1 1 .7 SELF IGNITION ASTM D1929 1040 WEMERING: ASTM 0155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 P.91. �U/4 EXTERIOR' ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p-0. SCALE: 1" = 1 te MIN.CLEAR4CE TO BLADE BOT`T?M GE TYPICAL HV WINDOW BLADE AND SCALE: 3/8"=1" POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE (Ron High Velocity H k T14 0 2015 EASTERN METAL SUPPLY. \GE/V BERTHA H 11LIECOiris. A.S.S.A. Accordion Shutter H.V. BIADE 01 W/ OR W/O H.V.WNW BLAD American Shutter Systems REV.N4 ME OTtA TICCIT TESTING & ENGINEERING COMPANY DEW111PTION- Association. Inc. I OLD 11-194 04/13/15 STATE OF ZZ 6=N.w.3m n.st.3m%wiw Qmwom FLORIDA wi6c OA Phone: (305)871-1530.Fax^(305)871-1531 4268 Westroads Drive 2 e-malf:tiftec*9001.com ­ West Palm Beach, FL 33407 3 M-0006719 WALTER A.'nLUT Jr.F.E. 4 P.E. S R(I!/�910hIA`PURE/DATE FLORIDA Lie.f 44167 A r • GENERAI LMtTAT1ONS AND COW ffIQNS OF USE FOR BE A G ®+ .1 311, `� `f awl eJ 1. MAX.A.S.D.DESIGN PRESSURE RATING:+110,— 110 p.s.f. 2. MAX SHUTTER SPAN;96' 3.ALLOWED MOUNTINGS:A D,G&H ON SHEETS 6,7;AS WELL AS ' MOUNTINGS M. Un M,O,T, U&W ON SHEETS 18& 19. ONLY ALLOWEI) O1.OUr,fSSjC�UST BE INCLUDED AT�DMORACCESS SDE OF AP OR 5 tT `•(E, OR,OP r • r • r r • • 'a • i • • b. (A) HV WINDOW BLADE @ SHALL ONLY AVOW A MAXIMUM OF 5 OP TYP EA END • r (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 27. • 4 (B)MIN. CLEARANCE FRO TOP OR BOTTOM EDGE OF HV WINDOW BLADE MAX.5 WINDOWS • • a • • • - o • • • • • • • OF ANY 3.0 HOLE FOR"SHALL.BE 12. ALLOWED (C) FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY WINDOW BLADE® WINDOW BLADE 1 = r r • r • • • • • • • a • ° (D)HV WINDOW BLADE 1@ MUST BE USED ALTERNATE TO A SOLID HY B N • • • THROUGHOUT SHUTTER'S WIDTH. # g (Ef CE TES SHALL.ALWAYS BE INSTALLED ADJACENT TO A SOLID o r • • • • r • �. • • • • • • r BLADE 1 AT ESEHEl2 SIDE OF THEA. 1 • r (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALUD soTAm > THE INTERIOR OF THE OPENING, BEING PROTECTED.HV WINDOW MUS SEE END .• r • • • • • ONLY INSTALLED AND LOCKED USING A EN SETTING TOOL PROVIDED BY CONNECTION r / • a • • • • INC. DETAILS ON �M FULLHEIGHTP 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FPJ BUILDINGS ON z �P 5�). VEAS LIMBED BY SPAN AND AS.D DESIGN LMS TYP NOTES 11 &2 >§� 7.SEE ANCHOR SPACING SCHEDULE FOR iNSrALLAnoNS INTO POURED N CONCRETE OR CONCRETE BLOCK WALL ON SHEETS.13& 14 AS UM SPAN AND AS.D DESIGN LOAD(SEE NOTES 1 &2 ABOVE). LL 11— 11. ILELLW 8. MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-1996: 5 (SEE PIAN FOR REQUIREMENTS) �� �MNCI ZONE MINIMUM SEPARATION TO GLASS D H TYP TOP&BOTTOM o> ) oR®oR(O6 •UJ THRU 3 1' UNLIMITED ELEVATION MIN'�"�AT'ON TO� 4 6.25• FJOSTING GLASS --- SEE SC11FDiRE IXJ SHEEr 12 FOR BIADE� ` AND ON SHEET 28 FOR BLADES Z--- ----------=---- ------ ------ 4 5 , \ TYP. t SYM OIR®5CENTERMATES 21 ® \` / LuoE W/0a(SEE NOTE 4 ABOVE) `PLAN TYPICAL In HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1/ SHUTTER* ���----- N.T.S. FLORIDA BUILDING CODE (Non High Velocity Hu ©2015 EASTERN METAL SUPPLY, `,`�ttR1A X. TltC/ ,, BERTHA H IL E C O N A■S■s■Ii■ Accordion Shutter -- /7 HS. BU1DE 11 W OR W/o H.V.WINDOW BLADE TICCIT TESTING do ENGINEERING COMPANY Ame{scan Shutter SySterns ,N DESCRIPTION DATE D1tA Association, Inc. , OLD 11-194 04/13/15 DA STATE OF am N.W.36th.St,Ste.305,VIRGINIA GARDENS FLORIDA 3316 Phone:(305)871-1530.Fax: (305)871-1531 4268 Westroads Drive 2 D FCORi'Dp.:���- e—ma9:tilteco®aol.com West Palm Beach, FL 33407 3 \ �� EB-0006719 { rc�sS��•.(�..�.• �tJ �`�DATE WALTER A- u#441667 6 P.E. S /LA`4�1Y EQUIRED MINIMUM INSTALLATIONS W1 1 HV BLADE & HV CENTERMATES �1 _ ES: 6•x 1 1/2 xTMA 60335-THICK -'•M -,'. INTO METAL STUD WALLS * © ' �_� Min.ASI/A-653 GRADE 40 + 63 Min. G-60 GALV.STEEL w 43b `•� METAL STUDS AT 16'O.C. '1 �._----- ® 6"O.C. 40 41 _ �•oo. W W -- -- 1/z" 475' 38 * GENERAL LI ND CONDITIONS OF USE ® ALUMINUM FOR' HV BLADE ACCORDION SHUTTER 6063-T5 REQUIRED MINIMUM I Min. 430 12 N SYSTEM INSTALLATION TO METAL STUD WALLS 7 3/4•k B 1/4•x 0.035"THICK Min.I 430 ® s•O.C. SEPARATION TO GLASS SCHEDULE -N 3.000". CONT'.VV. STEEL TRHCK CHANNEL. , , ,,' Mpx- ASTM A-653 GRADE 40 Min.G-EO I 0 6'D.c. 39 I'_�, 1. MAX. A.S.D. DESIGN PRESSURE RATING: i•75, — 75 p.s.f GALVANIZED FASTENED TO STUDS COSTING FINISH 1 a MINIMUM w/(z) 6x1/z•Tac SCREWS ON I as AaPucABLE , ur WIND ZONE SEPARATION 43a LENGTH INTIIiIOR&EXTERIOR FACE I 2. MAX. SHUTTER SPAN: 84" ASTM E-1996 MIN. SEPARATION TO GLASS EXISTING GLASS ^� To GLASS 3. ALLOWED MOUNTING: MS ON THIS SHEET. 43 1 4°"0-20X. (SEE SCHEDULE) 43 1 THRU 3 1" 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRAI EXISTING FINISH � AS APPLICABLE p WITH 21 AR GED N A S METRICAL LAYOUT. 4 4" REQUIRED MINIMUM ' _j USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 1.373' 1 3/4'k 6 1/4'x 0.035•THICK Mina .250• coNr.GAV.STEEL TRACK CHANNEi. 430 43a ,, „� I INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF � 60 L— r ASTM A-653 GRADE 40 Min.C- , I 1 i GALVANIZED FASTENED TO STUDS , ® 6"D.C. 4s s-D.C. 1 CENTERMATE. ;1 W/(z)J64/2•TEK SCREWS ON ' INTERIOR&EXTB00R FADE ' Min. .9 1/4"0- BLADE SLACK DETAIL HVF IS VALID FOR 43C 1 4"0 ELCO CO 1/2" 12 3 CENTERMATE 21 APPLICATION WITH BLADE 1D PROPUM FAB-1- REQUIRED MINIMUM W :`• 43b 6-x 1 I/z"x D.035"THICK ® s" O.C. COMPONE Min.ASTM A-653 GRADE 40 ,•: Min.G-60 GALV.STEEL : -) MS WALL HEADER�SILL INS�'ALLA710N EXISTING FINISH AS APPLICABLE SCALE: 3/8" METAL STUDS AT 16.O.C- (TYP.TOP& BOTTOM) ——————— __ _ _ —_____ — —— 1 3/4'x 6 1/4"x 0.035"THICK Min. - - _ - _ _ - ONT. GALV.STEEL TRACK CHANNEL, EXISTING G(ASS ASTM A-653 GRADE 40 Min.G-60 -• i• .1 - _.� ,„ ,I ,• GALVANIZED FA5TENF-D TO STUDS •1'I•. ,- 2 6x1 2 YF]C SCREWS ON I w „ () � , •I , •, I / ;:•. SYMMETRY ETRY AL '•a -.1 I YCAL. , •SYM M ETR ,• :viaiFs=�. l ,' , I 1 .MIN..SEPARATION; INTEl210R&f�CTERiOR FACE (:: I 4.3a• 4,36 '43c` ,.• J I ,•.: I ;' l CENTERMATES W/: ' ' '-;"CENTERMATES 1N/ To Goss a- l.: .t i i (SEE SCHEDULE).`:- :.. �• •' • •• ••�-�=•. EXTERIOR ACCESS SIDE:: :.INTERIOR ACCESS SIDE UK Su"Moy To Goss I N3 UK SEPARATION TO MASS I N 4 ' W/01SDE I=(9E S-W4 6"Mm. w/ UTSIOE lOaC(SEE SDEMO — 12 2) 42 21�lt� --- 21 21 I+p t 21 1 LOCATED AT 12 HV HEADER/SILL ENDS VIEW Y - ------- --- ------- ------- -- - --------- 3 (6"Min.) 24 SIDE CONNECTION T 4 12 3 1/4" (TYp•) g 1/2" (Typ•) 7" 7" 6 1/2" MAX- SLACK :k:k (Cont.) HVC BLADE SLACK DETAIL HVF By-ftHYA FLORIDA BUILDING CODE Non Nigh Velocity `�,11111111111HJJJJJJ ©2015 EASTERN METAL SUPPL A:ricvTJ,, BERT"A H �•E A S S A Accordion Shutte !L ECO LNC. s H.V. BUll1E#1 W OR W/O H.V.WINDOW B bT TILLIT TESTING do ENGINEERING COMPANY American Shutter SystemsEv.N DESCRIPTION DATE O 6355 N.W.36tR SL,Ste.3=WtGM1A GMDENS.FLORIDA 3318 Association. Inc. 1 OLD 11-194 04/13/t5 D �ATE O 4268 Westroads Drive 2 ` Phone: (305)871-1530. Fax:(305)871-1531 i e-mail:h'Iteco®aol.com West Palm Beach, FL 33407 3 '•��,c •.FLORIOP'.'���.� EB-0006719 4 P.E. DATE WALTER A- Uc S 44167 5