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HomeMy WebLinkAboutProduct Approval GENERAL NOTES: 1. BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(Blh EDITION)OF THE FLORIDA RUIDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE,FOR A BASIC WINO SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE QF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS OWES 0) A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. - GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA M.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW GLADE &WINDOW DETAIL -HV BLADED /0214.01-03. 00715.01-03,01004.01-05,01214.01-05,00317.02-06,90609.01-10 AND§0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 @BEA 2e HV OLME!j AND HV WINDOW BLADE NAS AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&§1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSLL (HERE APPLICABLEI -MV WINDOW BLADE ®40505.01-08 AS PER ASTM E-1886 AND E-1998(MISSILE LEVEL D.WAND ZONES 1,2,3) BASIC PROTECTION ONLY AND 4 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV SLADE(j)AND FIV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 . 3.BERTHA H.V.ACCORDION PINS(1N SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SMALL BE 814x275'AND 0140.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS FIV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kel TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENT'ERMATE ALTERNATING DETAILS MV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TES ALLOY IS 30.0 WO AND 35.7 kai FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-75 ALLOY. - MAXIMUM SPAN TABLES SHEET 1i ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL.304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kal MIN.YIELD STRENGTH AND 90 kel MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. - ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kxi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 15 W BLADE 1)&m WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUNTER SYSTEM BEARS A U.S.PATENT 86'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 85'458,178 ISSUED 7D EASTERNEND CONNECTION DETAILS 7-12 &X, WOOD SHEET 18 METAL SUPPLY,INC. 8.R SMALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CA1Llt AREA 3: HV W_ENDOW_ BLADE NIA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 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 MV AND HD CEMERMATES AND ENGAGE OR LOCK ALL ITV AND HD LOCKS. AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 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 WHERE PERMIT IS APPLIED 70. 13.(a)THIS P.E.O.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.E.D. (b)CONTRACTOR TO RE 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 FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (D)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. (a) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. n+"""'•ti. FLORIDA BUILDING CODE on bi h delocit Burri a Zone qqq '� •, ��' ,4t 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. V. BERTHA KV TM T7a9 Accordion Shutter Syste ■ e ■ w Hv. BLADE#> w/Txt W/o ILv'MNWN S fj��\ ? A SART®riQ'r01n SFTuff®I• S�Ens EV.N oESCCaenoN DATC DRAWN BY: C. % �{L fC¢ W['/ TILUT TESTING & ENGNNEERING COMPANY • o Age®ctaflon, Inc. 1 OLD 15-085 7/27 1 DATE: O/27 ,� e]»h ]Mn. )spa.ads,v.I" vJm�,Ra153 u1 4268 Westroods Drive 2 Ph":(305)871-16]0.Fax:(aD6)871-13]1 NG No •��tf•(�'"••••••• p�f�l�s• dqq m ER NOOO�Ba71GI West Palm Beach, FL 33407 17-10 7 'uV�OAfAa�`"vAo�1 WALTER A TILL1T Jr.P.E. 4 P.E. S£At�ry/`RS#@14AYURE/DATE FLORIDA u&/441e7 3 SHEET a 0 cD 0 FOR WAIM L® '• VARIES ° k ' os e s• 4 HV SOLID BLADE FLOATESTARTER COVERED UNDER US PATENT O ° QUALIFIED TR USE W/ QUALIFIED FOR USE W/ HV B HV BLADE 1 a 6005-TS ALLOY AND TEMPER QUALIFIED FOR U(�S)E W HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS USE OF BLADE a ON SHEET 19 BLADE 1 I J7 `� 6063-76 ALLOY A TEMPER 3-T6 'ALLOY AND TEMPER J Z 1. .124' GeV u .556' (1YP• i i�® 7 . 0` 8' .994' 67 . �- a 72 • 842 �\ r o • � I N n n n ?ice � $ .81 .09 ' t:J MY ADJ. .ADAPTER W f LIP � 3 4 J8' 1 .9 3 . - 26' QUALIFIED FOR USE W/ HV H�! tP9ALICmAVER TRACIt 92D ©HV 10.1. SLOOR TRACES BLADE 10 `J QUALIFIED FOR L1E W/ HV O C S5' 3.7 QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TE BLADE(1 QUALIFIED FOR USE W/ HV BLADE Q1 / 6063-T6 ALLOY AAD TEMPER BLADE( ONLY. HQO Rs911dGUARD 6063-T6 ALLOY AND TEMPER n 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV .a s' BLADE( VARIES 1.936' 6063-T6 ALLOY AAD TEMPER I 083' 83' $ r 83' 0 3' .093' $ 100 n .12 8 0 0'c 870093. 9 $I ° 870 1.886' °•1' 670 3.549' 3,111- 7 11 COU NG CNG HEADER 1� HV HEADER/SILL / 9� HD CEILING HEADER/SILL ' Q IFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIE FOR76SAEL W AND 8 ER1 O QUALIFIED FOR USE W/ HV BLADE(D 14 6 SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 72 sl RQl X 16y Y MM t � % Y l 1' I t' .082' Q 2' S MO. 1/8' 1/8' I 16 2' 6•AW.1 0.192' 0.192' 16 SIDE ANGLES O ALJFlED FOR USE W/ HV ALUMINUM ANGLES 19 2.5' 7'MAX. 0.190' 0.190' GARNER PASTS UALIFlED FOR USE W/ HV BLADED QUALIFIED FO USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER BLADE ALLOYD ONLY. ANDTEMPER 2' 5'MA%.I 0.139' 0.131' 6063-T6 ALLOY AND TEMPER eaa.p� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 116111 L. Wd � ozD17 rn1Eco,INC. 092017 EASTERN METAL sDPPLY, INC. CENr_- BERTHA A' ��'•. yy �L.pp Accordion Shutter System Pio 6 b® 1Ft!C. ® . ® KV. BAS#1 W/OR W/O H.V.WINMN BADE g AfTT®PIG®w Sht21f®r Systems REV.w oEscawllaw DATE 09a»N er: Lc TE ) :* ! TIWT TESTING h ENGINEERING COMPANY A��GIOiIOR, Inc. t OLD t5-O85 7/27/1 o►Te 07/27/17 Y 6333 N.M.],U.%.Sb.]09.V01f.4d,CMGM"La'"331° 4268 Westroads Drive 4 ? �;,•. .' , Ph—:(3W)07.: t .Fm:(SD5)871-1531 DRAWING No .-m°a: ED-00057 West Palm Beach, FL 33407 s '•\� (11 ®-0006719 4 17-107 �s,/�.• Ilt WALTER A nun 4r.P.E.DSHEET P.E. ,•�E/DATE Fl°`°°A ` 44'67 s 6 2 RIF 29 1 ONCRETE ANCHORSPOURED POURED CONCRETE _ (SEE SCHEDULE ON OR ETE BLOCK CONPoCRETE REQUIRED R 1/4'0-20x3/4'S.S. REDUIRED SHEET 13) CONCRETE ANCHORS FMA SCREWS w.-ED CONCRETE ANCHORS •^ FOR ^(SEE SCHEDULE ON NU 1/ 120 (SEE SCHEDULE ON SH 13) \ Q 18 (SEE MOUNTING ON WW 7) SHEET t3) NUTS O 12'O.C. 12DR® fEQMA 0-20x3/4'S.S. Min. S.. ----_ 4 ---- INE SCREWS (-EO EO G 1/4'-20 NUTS 19 I 1/2' 'O.C. I/2' - I E.D.4 2-i -E.25'Max ----- 1$ 13 DR 1 S ��_____� \ .250'Mox. . rE. i \ ED.°OPTIONAL I PTIONALsawiA10'ISO4ISTING �xE ON W wI MIN.SEPARATION TO GL SSFOR EXISTING li5!e!T 10 Fai t j ' R EXCLASS r(SEE SCHEDULE ON SHEET 11)GL�VS--i 11 EUL�mA® UIN.SEPARATION TO CLASSG1A55 i(SEE SCHEDULE ON SHEET 1EXGLASS 1 cu5s� ©FIV WALL HEADER INSTALLATION (A) HV WALL HEADER INSYALLAYION (9) HV WALL HEADER INSTALLAYIORI + KEYSTONE EXISTMG MIN.SEPARATION TO GLASS G"`•`• WL gpyM �( t 6 i 1 (SEE SCHEDULE ON SHEET 11) 1 W OA9(31 I I I 1 MIN.SEPARATION TO GLASS 'i 1 1 1 FxiS� L t�Ew D (i t `(SEE SCHEDULE ON SHEET 11) I ON 9�t0 g1 i MAOMmaO9 EXISTING OPTIONAL i E.D.- i l i l i 1/4' i i ill i i i fl/4'Max. E. D.0 --_-_-_ baa. OPTIONAL O OR O E• E.0.* i i p,4 1o' _F_ i � i I 1 1/2' ____ 19 LL LiEO ____ 12 OR 141 L____ 1/4'0-20x3/4'S.S. , M'n. ---- EO EO —PHILLIPS TRUSS HEAD 1/4'0-20x3/4' S.S.PHILLIPS CONCRETE ANCHORS 17 18 1 MACHINE SCREWS USING L CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE -CONCRETE ANE ON SH 1'.I 1/4'-20 NUTS 0 12'O.C. R 14 (SEE SCHEDULE ON W/ 1/4'-20 NUTS O 12'O.C. POURED NCRErE ) Min' OR CONCED CRETE BLOCK SHEET 13) OR CONCR BLOCK --- CRETE ANCHORS REQUIRED WALL REQUI ED D MY WALL SIlL (SEE SCHEDULE ON POURED CONCRETE SHEET 14) ®HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR MIABINATIONPF-SECTI 1-SEE SHEET 4 FOR TYPL INSTALLATION DETAILS W/ ASSEMBLY E.D. EDGE C DISTANCE 0 SEE LIMITATIONS OF USE FOR //��j� �J BLADE/� 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIflCATIDNS ON SHEET 13) BLADE to ON SHEET 15 LIJ HV D LA D E IN ANY WAY TD SUR ANY INSTALLATION. -- 0// ii �(� R A• / FLOR®A BUILDING CODE Non High Velocity Hurricane Zone \\ �•E• 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. \ CBlERTHAHVTM 4 B , A ®�® Accordion Shutter System H.v liPDE#1 w/CR w/o Kv wlHoow euwE YILLTr TESTING do ENGINEERING COMPANY American Shutter Systeme acv.N oN DATE DRAWN BY. Le e355 r<n.xa'.n.SL.Six.xs•"Rata"O"u0e6�FTaaoA MIM As8oC1®floe. Inc. , OLD 15-a9s 7/27/1 DATE: 07/27/17 Ph—:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 No m ali:Ultecoato•wm West Paim Beach, FL 33407 3 D 17 � 07 WnA1WA U./44187 5 P.E. SEAL/SIGNATURE/DATE a SHEEP 20 I CONCRETE ANCHORS CONCCLASS RETE (SEE SCMEDIA.E ON SHEET 13) I m frID • i 1 i NOL SEPARATION REQUIRED EDGE OF I 'J EXISTING ' ' I'(MrosHM 11)a I ' . AAS IF 3 I ' ' sscr to ' ' D•4 APPLICABLE GL/3No 5 Of,0)a I ! \ �--w s1'¢1 ` 9 II ALOCAR i 't t t EXISTING LOCATION t r10S3/4'N ASNFR HEAD rOR 3 GLA 15 I TEK SC O 12'O.C. EDGE OF n3/6 M. CONCREFE CORS 8 ' SUB IF7 (SEE SCH L ON SHEET 13) E '' APPLICABLE IEXISTING ' I ' ' 1 EDGE OF[:OR OF--� ' I' SLAB IFCLASS-� SIF i I 1/2 ':-1' EDGE OF ' APPEJCASLELE MIN. EO .QSIA®IFTOS AP�� POURED 4 POURED FLATHEAD CONCRETE ANCHORS tit�GUI p P URED CONCRETE O. REQUIRED (SEE SCHEDULE ON SHEET 14) ®�1gE RETE 0 D. D _� REOUIFED FLAT HEAD CONCRETE ANCHORS 1 (SEE SCHEDULE ON SHEET 14) 9 TRENCH INSTALLaIGN VALID ONLY FOR UP TO+70, -75 PSF A.S.O. QI HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER ® HV CEILING INSTALLATION (BI BY FLOOR 1 SCHEDULE 93, SHEET 11 DI151P70 YY so o t ON CONCRETE ANCHORS Off' M GLASS �. m mA3S O11 A (SEE SCHEDULE ON S 11)Lir15f>®ut3 SHEET 15) I/4.0 IRM BIII'DE#7APCO,V ii/ I 1 a OQT to ' RAI , 1NCLOGYOR/4.0 PaNERSIEXITS—iEXGLASSG'--'7 �.SI7AAaTpI T � EXGLASS iA31770)5 TAPPER+ 4ANONIu N/ , AX15 �(SaSOa»u1E4x1 ' uoL mNuna m 3/4'IDL O�.IDENT O 4' NAILFOR UP TO 6-0'SPAN ANI4'OLD IDR SPANS LARGM THAN1/4' , 1 6-0•IF TO 8'-0'IIAX APPLY-7 MAX. S6MAM AT EVERY FASTENER HMO , I (17P.)(SEENa1E 4 ON. ' /lOS3/4'HDL'E,p.p SIRE'r 71 NR I1WTA 33 OA 15 WASHER HEAD I I' TEN SCREWStbNT.SFALWT /14wT/4' NEX NERD 1 BO iO.C. I $TEK SCREWS O 9'O.C. I I 13/B' II• 14'0-zDa3/4•ss Is OR 1/4'4-20 5.5.N.S. I CONCRETE ANCHORS _ _ (114v3/4'S.D.S. _____ i 1/4• I UT/i4VC t/4'Y-20 NUTS W/NUT O 8.O.C. i (SEE SCHEDULE ON 1O 9"0.C. _____ Max. . _ I ; • O 12.O.C. SHEET 14) I1/2 ••�aP----- STRUCrURAL t• I -17 18 z.00''NIN. vN�L iw u"OL m {' EDGE OF •' •1.• E.D. sRL1 ' SLAB IF T\ �g14.3/4'F.M.S.D.S. MIN. POILMFD CONCPETE 1 7/8'—(--1 7/8' APPLICABLE —L ` O 9'O.C. _ CONCRETE ANCHORS SEE NOTE 13(0) ` I' REOMO SEE NOTE D. POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ON SHEET T3(e) £.D. OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED olmoNa POURED REQUIRED ®KEYSTONE MOUNTING INSTALLATION CONCRETE ® HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM A s•D•Malf PREsSUtfe+454-72 W REQUIRED UAXDM SHUTTER TAN 6-0' ( HV RAINGUARD INSTALLATION t NOTIEG r— THIS ON NOTE FOR COMBINATION OF SECTIONS: E.D. -EDGE DISTANCE t REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OSE T TO AN OPERABLE EXIT o NCE �SEE�A�A�NSHOF ISE FOR 22- MMOOULNIING SECTIONS CAN BE COMBINED INSTALLATION DETAILS !N/ O HV BLADE W ANY WAY TO SUR ANY INSTALLATION. N1�TN A A• T y� FLORIDA BUILDING CODE Non High Velocity Nurricone Zone ®44 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. •'��,10E111SF�'•��a� BERTHA TM Accordion Shutter System Itv SAM{;f1 W/CR w/o KV.NtNDWV BADE ®•, : TILLIT TESTING t ENGINEERING COMPANY American��®�� ShE84Pt9P Sy'Jt07TIfl DESGIFnON DATEDRAWN 8Y. LG • 0 N •`(� AAA 6355 CLW.36M St.,SW SOS,VM M OARD04 E'LOROA 3.71 Ana cc4Gtlon, Inc. 1 OLD 15-085 )7/27117 DATE: 07/27/17 A Phone: (305)871-1530.F.S:(305)87/-1531 4268 Westroods Drive 2 —®wecor.Macom West Palm Beach, FL 33407 s DRAN7NG No s4�• WALTER A.TIUUT Jr.P.L 4 17-107 FLORDA Lta./44157 5 SHEET P.E. SEAL/SIGNATURE/DATE e I L SCHEDULE /7 crun�C •i� gr__u_rn_1_ue i_s MAXIMUM SHUTTER SPAN 'L+' OR 'L-' MAXMUM SHUTTER SPAN* -L+' (ft.. FOR INSTALLATIONS W/ OR -L ft.) FOR VDS M SHUTTER SPAN*'Lt' LNsruuneN eYlL7IN • ® &®o► or INSTALLATIONS W/ (H.) INSTALLATIONS 410 CONCRETE EMM W/ ONE H.V. LOCK ®or ®or or $ IB ONE HV LOCKS MANSORY WOOD (t) L+: MAt11MUM ALLOWABLE SPAN FOR w GIVEN HD LOCK®W/ NO LOCKING RODS or ONE HV LOCK o► or® / POSITIVE A.S.D. DESIGN PRESSURE RATING. 3 W/ NO LAKING L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA 28 29 W/ ONE W/ NO LOCK( G RO S® WALL A B, C, D. E, M, N, 0, P, 0. A.S.D. DESIGN PRESSURE RATING. mo-r LOCK 30 /TWO LO I®NG (SEE NOTES t,K) MOUNTINGF, K & L R, S, & V.RODS 35 TOP k BOTTOM EE UD FOR MOUNTINOQ SHEET 7) FLOOR/CEILING WA PROCEDURE T( DETERMINE MOR FL SPAN FOR CONAWI 60 ��� AOXZAf CONCRETE t CONCRETE MOUNTING G.M' I, 11, J T. U, W & % WALL MOUNTINGS (TOP/BOTTOM) OR FLOCtR/CEUNC: ALL DISCH INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, WALL MOUNTING FLOOR/COLING w3R 1UUL 11019t11N1 YO NiNO NAtt10 t �/cEwc MOON R DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE, V•��•> GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. I•afJ) N tW-t fL00R/CtRlNC YOWfNG ��n-) n an DETERMINE MAXIMUM SPAN 'L FROM SCHEpULE. L i OD l- I t I- L t L- L L-N O MAXIMUM SHUTTER SPAN 'L+' OR 1 FOR 30 OR LES f 6--0' te'-0' 19-0 16-0 30 16'-0' f e•-0' 30 16•-0' 10'-0' INSTALLATIONS TMD W000 SHALL BE LWITEO TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10' 15•-2' IW-0' 35 14'-30' 141-10' 35 18'-2• te'-10' 105 p•1.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'L4-"AND'L-'. 40 131-10' 13'-10' t4'-2' 18•-2' 40 1J'-10' 13'-10' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 46 IY-1• 13'-1' 13'-C 14'-3' 45 13'-1' 73'-1' 45 IJ'-4' 14'-J' t ITV CORNER CEXTERMATE 03 MAY BE USED AT ALL COMBIK47ICNS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-S'' 12'-6' 13'-7' S0 12'-5' 12'-5' S0 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNDNGS: 55 11'-f0' 11'-10' 12'-1' f2'-1f' 55 11'-10' 11'-10' 55 11'-7- lt'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION Q2 FOR A GIVEN POSTTIVE A.S.D. DESION PRESSURE 60 11'-4' 11'-4' 11'-7' 12'-4' 60 11'-4' 11'-4• 60 10'-2' IO'-71' NOTE J5•SHEET 5. TAXING; 85 1C-10' 10'-10' f1'-1" 11'-11' 65 10•-f0' 10'-10' 85 9'-5' 10'-1' DETERMNE: 70 f0•-6' 10'-6' 10'-8' 11'-5• 70 10'-6' 10•-9' 70 9'-9' 9-4' Li*- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 f0-Y ' 10'-4' 11'-1' 10'-1' 10'-1' 79 - B'-g• L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 10'-1 75 ttEXCEPT THAT MAXIMUM SNUnETt INSTALLATIONS. 80 9'-10' 8'-10' f0'-0' 10'-9' BO 8'-70- 0'-10' SPAN L+'OR'L-'AND MAXIMUM A.S.O.Dt39tC 85 8'-6' 8'-6' fY-9' f0'-S' 85 9'-6' g'_9' PRESSLIFiE TAXING FAIR INSTAf1AT10NS PITO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 80 8'-3' C-3• 8'-b' 10'-1' RATING: 90 W-3- 9'-J' OR CONCRETE TIDO(SHALL BE UNITED AS FOLLOWS: DETERMINE 95 W-0' r-9' 8'-2' 11-10' 95 9'-0- 8'-g' 1- CONNECTIONS TO KEYSTONE MOUNTING U-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 r-g' W_r 9'-0' 9•-7' LIMITED TO +e4.-72 p.4.f. AND 8'-0- SPAN, SEE 100 e'-8- 61'-4- MOUNTING ON SHEET 7. L3-- �� FOR FLOOR/AILING MOUNTING 105 e'-rt6--2' 7'-9" 9'-0 8'-4' 105 e'-7' 7•-I1' © INSTALLATIONS. e'-7' 8'-2' 110 9'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 e•-2• W-4• b'-it' 115 6-a• 7•-3• �EPARATIAN TO GLASS SCHEDULE MINIMUM BETWEEN 'Ll+'.'U+-, 'L7-'AND'LL-• 120 . e•-o' 6'-2' 1r-B• 12O a-D• s'-n• 125 T-10' 6'-O' 6'-S' 125 7-10' 6'-9' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 1 - '-10• e'-1' 130 7'-B- 6•-5• MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR tis r-7- r-G• r-6• 335 r-7" s-2• WIND ZONE SPACING. 140 r=s• r-7' r-9• 40 r-5• 5'-1r ASTM E-1996 SEPARATION 145 r-3• r-b• 7'-3• 145 r-3' s'-9' TO GLASS Iso r-r -4- r-o- 150 r-2' s•-r7-2- V-9, 155 7'-0' W-s' 1 THRU 3 " 160 0'-71' 5'-2' 7'-1- 0'-7• 160 61_11• 9'-2' 165 W-10• b'-1' 7'-0' 6'-4' 1 165 W-10' 170 W-9' W-11• 9'-11' W-2' 1 170 175 e'-r 4'-0' 8'-8' e'-0' 175 e'-7' 180 e'-e- 4'-9' 8'-e' 6'-10' Teo 6'-6' 4--9• �"I V B LA D E 183 6'-5- 4'-r 6'-7- S'-e' 165 6'-b' 4'-9' 1B0 6'-4' 4'-s' 6'-e' b'-6' 190 e'-4- 4'-r 195 W-3' 4'-r. r-5- 5'-5' 19s 6'-3' 4'-3' . i 200 r-2' 4'-2' 6'-4' s'-3' 200 6'-2- 4'-2• zO5 9-1° 4'-1• a'-3 s'-f• los 9'-1• u °°•..`° FRMM WAG Non High Velocity Hurricane Zone '',� 't�CEN •r�� 0017 TILTECO, IMC 02017 EASTERN METAL SUPPLY.INC L• BERTM TY ' ==,L C®INC. �Io�t.So�T■ Accordion Shutter System ` * Kv.am f1 W/at WA Kv.Wwaw®RACE t '�:, _ ( TICCIT TESTING is ENGINEERING COMPANY Wm®r�CdfA SihEI�OF sy0}Om9 N oAx oTAuuf IN wtv, o. r on Mile ,1` 9353 N.N.toy,,s,SM.303,MCNA VACDC,nQUA 331 fi sso0®})0n. 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P - N O pp _p�p�O � I/r 1 7 Ytl i 1 Yb 1 1 • ++•Y�+•�" �a aaa�rbvS�I�olLmym••�ra r a• $ irI trvl IQbt+ b '►� • r�,"mu�++aaYea.laoa 1 Y v 1+ y Y ►o u a r►v 6 a a a m w �y+ ?��, �#7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l Y l l l+I I I m t I M a l a a# O p►V g a ��9 ii�Illlll�� tr e G7 w w►Yw ��poy Q mN a.I ow w E FL v == z z In n + C � 4�0 t6 co j � � 2R A pp ows WCKOR RRUIROM:RURW MIRMETE 51 WNERM BaS SUIBAMUM (AR YoufR1D■L a•N ON■NRR 7) 1 1.ANCHORS TO SUBSTRATE SHALL BE AS FORAMS: ILM (A) TO EXISTING POURED CONCRETE (Min.P e .3 Hol) MMIMUM ©WALL SILL MOUNTING OG CEILING MOUNTING ©FLOOR Mf HUNTING -1/49 TAPCON DR TAPCON WM ADVANCED TPWSAW RY TECNKC XY ANCHORS,AS VA(UFAL•1UREA By I.T.W.BULDEK (Yin. re.J Nd) VAN ,/49•3/4•ALL POINTS SOLID-SET ANCHORS.AS DIStiUOUIFD BI ALL POHrtNs SCREW, BOLT t SPECIALTY COYDANY. (Min, re-7 IaQ mum - - ,/49 BLUE TAP CONCRETE ANCHORS W/CAP AS YWUFACTRED ITY nO%GA FMIENERS DIRECT. Rea(Mia re.z w,p 30 40 e0 75 00 120 180 208 30 40 60 73 90 120 160 707 00 120 140 205 TAPCON OR - 1/49 TMPER+ANCHORS AS WNUFAATOW BY PO�TEtS FASIENEPS.INC.,AND DISIRURRED BY ALL POINTS SCREW.BOLT G SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUMORIIED VEOOR REGISTERED LY1TH THE AMERICAN SIMM SYSTEMS AS50 10%NC. I , 10 • 1 , 0 TAPCON TECHNOLOGY R LES w 12 10' 6 e e 6 e 1• to t0 • .0 e 9 6 1• t2 1 • e B e e ALL POM SCUD-SET ( Pe 3 I®1) it 12 10 0 0 0 0 6 14 12 10 • • ■ a 1 14 12 10 a a • 6 a » 13 10 0 0 e • 7 14 12 10 0 a 0 • a l4 11 10 O 0 e f a BLUE'TM W/CAP NOTES: 14 12 111 • ■ 7 0.0 >A 1• fa 10 f 0 0 e 0 t• fa 10 • • • TAPER+ A1) MINIMUM EMBEDMENT IMO POURED CONCRETE OF TAPWN O4 TAPCON WITH ADVANCED TMG III TECHNOLOGY ANCHORS AND TIPPER+ 14 a 10 0 D • ■ 14 12 10 • a a 1 is it 10 • a 0 -as. ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0• 14 12 10 f • 0 a 4 14112 10 0 ■ B 9 4.S 14 12 10 f a a 4 i7NC) 14 12 LO • • • • 4A 14 12 10 a ■ 0 a aS f 12 10 9 a a 6 4A �)INTO SL ESOT ERA s 9/4'ALL S.S. SOLID-SEI ANCHORS SHALL ltE 7/0•INTO THE MINIMUM CONCRETE. CC EMBEDMENT •611 a lU5[!DR QtfO �SKILL BE PFANRTED. I/4b-20 S.S.NACHBIE SCREW USED SITYL BE 1 1/2•LINO NNONY SNOUID STUCCO 14 11 f0 • .e 0 - 14 12 10 • e 0 a 3 14 fa 10 9 0 7 p 4 �� ptt 5Mm t8 OnST.AND 1•MINIMUM FOR kALLS YDTH NO STUCCO. S'-0• 1♦ 12 10 0 • D 0 6 14 18 10 0 0 e 6 &5114 to 10 0 0 0 e 4.5 14 1a 0 a • 7 4 - 14 12 iD 9 a 6A a 3A 11 12 10 a as $ JS J As) N CASE TIWT PRECAST STOgE: PRET.IIST WVCREIE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE E)MNG WALL OR FICO% 1 12 102-5 73 4.0 - 14 12 10 0 0 e 6 Aa 1♦ 12 111 0 D e 4,513.751 ANCHORS SHRILL BE LONG E'AbUGHf TO REAfaH ME MAIN STAUCNRE BEHIND SP1D IMAM FINWAFS.ANCHORAGE SHAT:EE AS VClC1JTA GN: 14 it Os 7s 0A 4.5 - - 14 12 1 B 0 7.6 53 4 14 12 10 Is e. a 4.s VS NOTES AL &A2)ABL'& FOR NSIALLArOZ ON VLNIL S M OR EFS W.Trd OR'ATMOUT METAL.STtA]S CONSULT THIS!]Vavf.CL FCR w-D. 14 12 10 9 e B e - 14 12 10 B 0 6 6 5 14 la t0 0 a6 S es INSTAILATtON INTO EFS WITH METAL SWUM SEE SKEET 20. 14 12 to • A e8 3 - 14 12 10 a5 7 5.5 4 3 14 12 a 6.5 5.5 4 J - 14 12 10 9 6 e - - 14 12 10 • e ra a 7a 14 12 1 6 6 4 - (B) TO EXISTING;CONCRETE BIOCN:(ASM C-90) 11 la • a5 ad 3 - - 14 to 10 D m 6.5 4.5 15 14 11 7 S J.3 J - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFOM YMMMDST ANCHORS.AS MANUFACTURED Elf I.T.W.BOLDE]T. 7'_0' t4 la 19 14 to to 0 e 7 I 4 14 1a o 7.5 .S 4 3 - 1/49■3/4'ALL POINTS SOLD-SET ANCHORS.AS DRTRRUIED Bf ALL POUTS SCREW,BOLT&SPEON Y COMPANY. 1{,17 a e 4 - - t4 U f 7s a 4s - 14 1 0 4A - - - 1/4'0 EWE TAP CONCRETE ANGORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.W. { 17 10 W 7 ♦ - - t{ 11 fo f 7.0 0.a a - f4 t2 • 7 7A 4A - - - 1/4'•TAPER+ANGORS AS YAMIFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW. BOLT $ SPECIALTY 14 ft ad - 14 12 10 • 7A 4 - 14 12 9 7 e TO 3 COMPANY OR ANY 01NETT APPROVED UCQaSFD OR AUTHOR=VENWR REGISMED WITH TACE AMERICAN SHUTTER SYSTEMS ASSOCIAM OIC. ®.�. 14 112110 • 0 Le - - 14 18 t0 a 6 9 4 - 14 l2 ,0 0 ■A 0 in - NOTES. 14 Ila 121,15 1 7 as 3 - - 14 112 • V 6 ] u • 5 3 - - ■.1)•GDI5e1 M OWID9 INTO COMM BLOCK OF TAPOON,BLE TAP W/CAP ANCHORS ANO TAPPER+AN04M IS 1 1/4'NO rpm 14 as 7 6 - - 14 11 •A a •e 3 - - 14 12 • • a.e 4 - WITH ADVANCED TH EACRUIM TECHNOLOGY ANCHORS IS M i4 12 to a as e - 14 to • a 4 9{ 12 10 9 • - - - 14 12 ID 9 7A 4.0 - - 14 12 0a 7 ad 4 - 9'-0' 14 tD 7 • 4 - - - t• t1 7 as S Sa - - 11 • - - - 0.2)MIN10A1 ENBFDMDVT OF 1/4'• a 3/4 ALL POINTS SOLID-SEr ANCHORS WALL BE ENTIRELY EMBEADED INTO THE CONCRET!lSLRK.NO 14 • •.a 4A - - t4 11 as 7 a0 • - - 14 1 7 6s O 4s - EWEDYENT SIR)STUCCO SHALL BE PERMITIED.1/4'0-20 SS MACHINE SCREW USED SHALL BE 1 1/2•LONG MNIMLM SHOULD STUCCO EXIST.AND 1'MNMUM FOR MALLS VAIN NO STUCCO. 19 4 - - t• 1 • 7 6 - 14 1 7 4.a as - 10•-0. 11 12 0 • 7s - - - 14 12 10 fs a - - 14 12 • • 5 4 - - BA)IN CASE THAT PRIECAW STOPS, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER DE FOUND ON THE OWNG WALL OR FLAG• is 7 e 3.a - - 1S 6a 4 3 - 7A a 4 3 - ANCHORS SHALL BE LOVE EMCUCt TO REACH THE ELAN SiRUO M 8000 SAID WALL AN04 S.A40MW 2E SHALL 1E AS mOCA1W ON t• tt 73 IUI - - - 14 11.5 0 9 4 - - 9A • 6 • • - - NOBS 8.11&L2)ABOVE.FOR INSTALLATIONS ON VOK SIDM0 OR BFS WITH OR WIIN4R METAL SUDS WNIULT,THIS ENG+EFR m 6 e - - 14 17 a u as • - - 13 to •D a • 3 - FOR[INSTALLATION INTO E1FS WITH METAL STUIS SEE BMW 20. 11•-0' 1• 11 10 - - - - - 14 11 ■ 7- 4 4.6 - - 11 LS 7 S 7 4.3 331- Is. s - a Is 8 - - 1 1 O 4 3 - - 0 7 4s 3 - (C) ANCHORS OWL 09 INSTALLED FOLLOWING ALL OF THE RECCOIENCATIONS AND SPECInCATWNS OF THE MOMS MWNFACTURER 14 10' 7 - - - - - 14 TOm 7 a] 4.a - - IA a6 es 4.a 73 - 7 - t4 1t.0 7 9 a - - fa • E' 4 - (D SEE SCIEOLAE BELOW FOR EDGE DISTANCE ED. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12,_0• 1• 11 - - - - - 14 12 6 6s - - - 1] 10 L5 0 4 - - - 0919 OST.,G VERSUS eu w�NO SCHEDULF FOR Aw . is - - - - 11 1 as • 3A - - - 0 0 a 3 - - - MAXIMUM ANCHOR SPACINGS ARE VALD FOR EDGE DISTANCES NDIGTm SELL.FOR 6 D.LESS THAN THE INDICATED,REDUCE ANCHOR SPAWW 36 M • - - - - - 13 •S a5 a 4 - - - Ds ■ 0 4 - - - BY m"LWA SPACING SUM ON SCHEDULE M THE FOUA TNG FACTORS. • - 14 1105 7 ae 4s - - 11 u 4.3 SA - CED s•ACNa aa'TNNHO USING FACTOR SHALL BE L75s THAN IONMIIM SPACING 1NOIUITED FIM FACT ANCHOR 13'-0• 4 1 - - - - - - 14 H ■ - - - 1 • 0 /. 1 - - - FACTOR a - - - - - - f6 7a e s J - - - as 4 3 - - - - ACILl1 12 1 6 4.e • - 5 • - - - EDGE TAPCDII TNS 1 T ALL POBET SAID�T BRIE TAP 1I/rJW TAPPER + ■ a - - - - - - 1ML SPACING - - 4 - - - - DGR•ANF 14•_0. 14 f1 - _ _ _ _ _ t4 D.m _ _ _ - It tL0 _ _ _ _ EA NN.SPACING -S' MW.SPACING.r' SPACING 3 1/2' MN.SPACING 3• 3 3/4• 4' _ a 7 - - - - 3 - - - - POFD OOO'3TE 1$000 0 POU�TE a 1011111 00126TE OOIROOE BOOL A - - - - - 11 1 - - - - l0 4A - - - - - COHCOBE, NN.ED.•3 1/Y MN TA•2 I/! EA-1 Irt 'E eIDCK BLOCK 1■T.ED•31/2' FA.2 1/Y - - - a 1° _ - _ - - - - - f1:LADE WORKING 111 oro . I a7s tD 1.0 • - - - - - e - - - I 4 - _ - IN UNISON 8 2 a' - o„t 10 - - t.o 19/4 - cat - - - 0.43 - 9 - - - t - - - - - t 1 - - - 0.315 - 1111.51 T 1 0 _ - - - - - iE Z3 f FLORIDA BUILDING CODE n High Velocityurricone ne RRt�O•tIq I�/4_ 02017 TAIECO.INC. 02017 EAS11M METAL SUPPLY. INC. f Accordion Shutter System #&m�®�©Am KV. R- f)W/OR W/G KV.WMM S= l TILLLT TESTING & ENGINEERING COMPANY American' Shaffer S�Rteene DLseesnon DATE DRAWN ar Lc. h• FT4IHDA JJ,D ' R Et.,1A•.2305,tn0onfa4000440004Assaelaflan, Inc. , OLD 15-0155 7/27 I DATE: OT p 0958 M.W.Sem. /27/17 ®•� •` Pt,m,.; (3051571-1530.Fe.:(305)•71-1531 4268 Wtistroado Drive 2 DRAWING No s�...eRlon•.' (. LWA• f=1 Ul a7tf eom West Palm Beach, FL 33407 3 1 7107 :y Q ••••• 6 1111 WALTER A TIWT Jr.P.E. 4 P.E. �5�E/DATE FLORIDA ue asu7 6 SHE