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HomeMy WebLinkAboutproduct certificationr-- - j GENERAL NOTES: ` 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.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 AREA•1: HV BLADES(7)$ BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 7HRU 15, 19 &20. SHEET 1 GENERAL NOTES IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE Nor OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS MK USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.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 MENnONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -RN BLADE 17 40214.01-03,40715.01-03,41004.01-05.$1214.01-05.00317.02-05.40609.01-10 AND 40210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 ARCA.9•'lav Lal ADD(1)AND HV WINDOW BLADE 6k AND E-1996 STANDARDS(MISSILE LEVE D.WIND ZONES 1,2&3)&41220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE HERE APP)ICABLEI -HV WINDOW BLADE m 40505.01-08 AS PER ASTM E-1886 AND E-1896(MISSILE LEVEL 0,WIND 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 FN BLADE AND FN 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 CENTERMATE DETAILS HV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 414x2.75•AND 414x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CEMERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 w YIELD STRENGTH AND 180 bl TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEN HEAD. ' LEND CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SWW.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kd AND 35.7 f i FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 12 5.ALL SCREWS M BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kat MIN. YIELD STRENGTH AND 90 kW 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 ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 fail MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FN BLADE D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE OT &Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 •8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 48779,582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S. PATENT 45'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. ' AREA 3• HV WINDOW BLASE ONLY 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 SEAL/CAULK 19 ALL SHUTTER COMPONENT EDGES WHICH ROM,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 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 AL HV AND HD AREA 4• HV WINDOW BLADE n ONLY CFNTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS, 11.SHUTTER MANUFACIIUREYS LABS.SHALL BE LOCATED DN A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, META.STUD WAIS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 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 POW IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPIE SPECIFIC PROJECT;I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (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 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 (c)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. . "I SITE SPECIFIC PROJECTS SHALL BE PREPARE)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 RENEW. (a)ORIGINAL P.ED. SLULLL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1 - FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zona ``NP�E•'A,r/ /i//-- 0 2015 EASTERN METAL SUPPLY, INC. SAN •• r•``fit'--- - BERTHA HVTM 0•- /T1 L ECO INC. A.S.S.A. KV.MAXAccordion1WJORRShutter KV.WINDOWSye tem = American Shutter Systems .N DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY TEOF *� Association. Inc. I OLD 11-192 4/13/15 DATE 4/13/15 6133 N.W.38M.SL.Sta 303.VIRMA GARUM FLORDA 331 D d troas rive 2 y P PAone:(305)671-1530.Fax:(305)871-1531 4268 WesHAWING -11:baanso el•�m West Palm Beach, FL 33407 4 15-085 WALTER A RLUT Jr.P.E ///Y/N IAAtY` FlARIDA LIa 4 44167 S SHEET P.E. SEAL �NURE/DATE e1 OF . . YS FOR. auDE® WoIDOW e@ N valiFs 1.91e' 1.491 0 0.13• � 9• o o Max. 'x� . 00• a 09 1.S$ 4.371 85- 4.1357' 4.999• a 0 r- 1 HV SOLID BLADE '75• t (5 HV 90 180' STARTER O 3OHV UNIVERSAL FLOATER COVERED UNDER US PATENT# 5458179 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT HV BLADE U1 HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19BLADE01 6063-T6 ALLOY AND TEMPER 3.226• 1.500' 6063-T6 ALLOY AND TEMPER ,124• 0 085- O- 2.670• 3.556- 'a ) .994- 1.000• �! 6700 2226• N 0 7z 0 84z 8 ._ 4897• •u� - ,. 815- .092- 07 HV ADJ. ADAPTER y�l LIP 4.438• 12 0.72- --- 0.0 .920 3 6' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE(D QUALIFIED FOR UAE W/ HV 0 HV TRENCH TRACK 55- 3.750- 6063-76 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND,TEMPER BLADE OI ONLY. 1� HV RAINGUARD BLADE10 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER VARIES m 7,936' C! 1• t.9t5• o BLADE_Q Max yA�ES 1,936• 6063-T6 ALLOY D TEMPER 1.91.7• O c aR• 0 83- 083• .083' $ .083- .093• .093•o L� iC N .100• ro .12�• m '0. 060' n m .060• o 670 o .093- 093•m m 4 .060- ' o n iy. 670 1.886' ro m•11- 870 e 3 20• 0 5 ).529- 670 ? 11 HV CEILING HEADER 1® HV HEAD/ER/,SILL 13 HD CENNG HEADER/SILL . Q LIFlED FOR USE W/ HV BLADE(1)ONLY.ONLY, QUALIFlE 6063- USE ALLOY AND BLEAMDPEONLY QUALIFIED FOR USE W/ HV BLADED 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDnY. �R�_ SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 X Y t %MNY MHt 1- t• .082- 2' 2' 0.125- @ 2• 5'MAX. 1/8- 1/8- 3• 3' 0.t 15 090' 18 2• 5'W. 0.192• 0.192• SIDE ANGLE ZO CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5- 7•MM. 0.190' 0.190- uALIFIED FOR USE W/ HV 6063-T6 A LOEAN�D TEMPER QUALIBELADEO�ONLYUSE . 2' HV BLADE Oj 6063-T6 ALLOY AND TEMPER ® 2' 5•MAX. 0.139- 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ?71I1I/, ®2015 EASTERN METAL sUPPLY, INC. . ............ . J, BERTHA HVTM P: ENS�c A S S A Accordion Shutter System ■c. ■ ■ ■ ■ I{v BADE#1 W/OR W/0 KV. WINDOW BLADE • ICE American Shutter Systems Ev.N o15cwPrtox DATE DRAWN* Br M.L.TILLTI TESTING & ENGINEERING COMPANY O: AQ70CIOtlOnx Inc. t OLD 11-192 4/13/15 OATS: 4/13/15 $Tp1E DF 6757 N.W.360,9!,Ste,305 WR Fox C(305)3MDENS.ilORIO&-153 3716 4268 Westroods Drive z Phone:(303)871-1530.Fox:(305)871-153t DRAWING No FCOR�O •' a-moll:tat.-O.W.Com West Palm Beach, FL 33407 3 �'•• •��.�` E9-060871 49 1 5-085 SSi'N AL ��.. WALTER A TILL Jr.P.E. 4 P.E. 5� �&J13NAY'��2E/DATE FLORIDA uG g 44167 6 SHEEP 6 2 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 0 3/8"0 12"MIN. LE AF CE 41 4 TO BLADE P .025' HV BLADE 1 GGE 1A te7s' ® 1y .025' HV BLADE 1A 3 HV WINDOW BLADE .0625' `,�,f ® HV LONG RECESSED NYLON BUSHING n KNUCKLE DE's .0025 .1875• Y ® 9 N 3 ) 0.432 HV SHORT RECESSED NYLON BUSHING R1.7 ® HV NYLON HAT WASHER OR ® N Fui 9 RnON 3 ® HV WHEEL CARRIAGE AISI 302-303 SERIES I iIi a 4 40 n j/mz. 50' X 0.870"x3/16"THICK NYLON WHEEL 3 I I N n I 2 7/8•MIN. HV WINDOW 315'0 CLEAR 03.0 0.188"O AISI 302 SERIES S.S. RIVETS j SEPARATION 37500' BETWEEN .0625-10825' ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR L OPEN.. ON 5 3/4"S upon ® HV 2 3/4"ACCORDION PIN W/ #8 HEAD * 41 alp" 2 Ile o rFfnon afvnnaN CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i B�S�' TYPICAL HV WINDOW BLADE 1nA AND 3 POLYCARBONATE HV WINDOW DETAIL 3 I OR ® 1 ® or g�3 ® N.T.S. M.1RE EN7S) I OOR ® I I *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC HY* Y 11 1 1 1TO BLNADE ME INNOVATIVE PLASTIC LEXAN 103 RESIN (D OR ® 1 (SEE NOTE "F" ON SHEET 19). 0 1 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® c4n BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 7� OR (: POLYCARBONATE SOURCES FOR 4 EXTERIOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY A'"FA� ©© Tmcu pRo�ExnEs SfAi41A1✓fl IWQ (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT S HV PIN®OR RrF77EllcE mryavu (SE E NOTE SPECUIC EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 00.324• ( E KN*CKLEFOR. �� ASTM 0792 0.043 O.A� 0.043 lb/k?(SE BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. 04 ' O REQUIREMENTS) " - II� MME VIEW STROWIH ISM 0839 SAID P.J. 9590 Psi. F=PAL SiRENM AT TRD ASM 17790 12.600 P.J. 73,400 PSL (3) HV PIN ®OR @ W/ 1/2" O.D. 1/16" THICK.S.S. WASHER O 11L7NRAL MOMAUS ASM DM 31G000"l 316,000 P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. WAM SHEET ® NOICKM Imo ASM D256 18 Fr-lb/In 17 Ff-A/o FEEL CARRIAGE DETAIL ASSEMBLY LAYOUT SIMW°�`" AM D2=1 47?C MA S MW FEEL RAE OF mImMW ASM 0835 C-1 C 4.4 o-1 CLASS N.T.S. SOF 04117M ASM-D1929 1040 T 980'F YNAMERM ASM 0155 TENSILE SMENMN AFIE7i� � NFA ASTM 638 om W. 9910 P•u• (1� HV BLADE SOLID & (A HV WINDOW BLADE DETAILS 16DBEFM WETWMI Am w I 5431 am P'L N.T.S. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ER A. T/l�i,' ®2015 EASTERN METAL SUPPLY, INC. �..• r', BERTHA HVTM \CFH ' 1 L E COI N C. A■S S.A. Accordion Shutter System _ _ Hv BLADE#t w/OR w/o Hv wtNDow aAJJE /f' = American Shutter Systems EV. 17ESCRIFRON DATE DRAWN BY: M.L_ � TICCIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13 IS DATE. 4/13/15 1E OF am fLW.361h.SL,Stn WS,VIRGIN1A GARDENS,E1DPoM 3316 P1wne:(305)871-1530.Fay:(305)871-1531 4268 Westroads Drive 2 DRAWING No 6-maR:Blta 0-I..'p West Palm Beach, FL 33407 a Nq�'EN6` .��``� WALTER A.EB-�TDLLrr1J'P.E. 4 15-085 P.E. �g101 �URE/DATE FLORIDA u.. 443127 a SHEET OF 20 ®� 9 *NOTES ON NV LOCKS ANO CEWERMATES� A � a�+®� 1. TTY CONOMON Ji_ONE HA+LOCK®or IS SHALL BE USED AT 1/2 OP SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BF,1,�0 or MAY BE U2 OF SED AS AN INSIDE OR OUTSIDE R SPAN FOR SPANS LIP TO LOCK,ATTACHED ToTALJoft ANY AND FOR INS ELEVATION. V LOCK(2� ¢� CENTERMATES W/(2) 14'0-20 x 1/2° LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON r��, TYPICAL SHUTTER ELEY`ATION. Va®A 2. LOC MIT �IF USED AS AN INSIDE OR OUTSIDECLOCK.E OR FOR SECURITY ECTION OF LOCKS TOUP TO TWO W CENTERMATES OR SHALL BE AS INDICATED ON NOTE(1)ABOVE "'Y`71j• LOCARON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEY fox 3. OPnOMAL CONDMON D ONI LY WHEN MANRMRY CONDITION #I OR LIMM MANDATORY CONDITION �J a i� IS SIS /�WQNV. LOCKS)• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY It 4 goRg,°A Y4' °fl® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO CE. LOCKING RODS I OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ' 4.M'AFIOATDRY CONDITION Jt ONE HTV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO®CORNER CEWERMATE W/(2) 1/4 0-20 x 1/2'LANG FIAT HEAD S.S.M.S.TWO LOCKING RODS NDC xY� ® AT TOP& BOP SHALL BE USED. LOCATION OF LOCK STALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. 0 MAXIMUM SHUTTER SPAN SHAH BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. r 11 11 3 Q 5 • ONE ALTERNATE FN LOCK MAY SE IN LIEU OF FN LACK or FOR ANY SPAN,AND tOq INST . TLONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4"S.S.THUMBSCREW TO 0 OR®CENTERMATES SWILL BE MADE Wf 1/4'0-20x.3/4'ALUM. 1 ffi 0 h RNNUT AS SHOWN ON SECTION ENE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO I � cUg LOCKS AT 1/3 OF SHUTTER SPAN. ® B.MANDATORY CONDDION J3 FOR KEYSIONE MOUNTING 1NSTALADON& ONE HV LOCK(B or @ or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Or.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or @ or @ MAY BE USED AS AN INSIDE OR SEE END-J OUTSIDE LACK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FIAT HEAD S.S. CONNECTION M.S. LOCAMON OF LACK STALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS @ W/ "AISHELIS ON 0 i E N 1 J K Y p Q A y yy % OR @ TOP AND BOTTOM IN COMPLETELY MANDATORY. - SHEEHS tO k 18 TYR FULL II HEIGHT OF CORNER *NOTES ON HY "T" EOCKSAND CENTERMATES, .SECOND&MMMAIIE 10 MANOMLY CONDITION it VAUD ONLY FOR HV'r 19" 0M CMIERMM Q AND CENTERMATE 1 ONE ALTERNATE HV 'T'LOCK C MAY BE 1 ALLEQ IN LIEU OF HV LOCKS OR FOR ANY SPAN AND INSTAL1ATiON AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT � OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION ENG, SHEET 9.WHICH MUST BE CONNECTED TO CEhRERMATES�AND 0 W/ 1%4`0-20 x t 1/2'LONG S.S.THREADED HOLT W/7/8'0 x 3/32' WINGNUr OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'Ox 5/8'RIVNUr.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. Q+@.0. cRR�♦ cA *NOTES D LOCA & E TERMATES• 1.RD LOCK W/No CENiER�,ATES C3� OR(3 Wt(a; ONE ALTERNATE HD LOCK Q MAYBE USED IN LED OF TYPICAL (HHV BLADE SHUTTER ELEVATION HV LOCKS Q0 OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED ASCAN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LACK ® N.T.S. REINFORCEMENT INSERT fi AS SHOWN ON SECTIONS HDB-FNB AND HOC-NVC,SHEET 0,LOCK MAY BE INSTAU.ED AT NIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @IS cOMPL.ETELY OPTIONAL BUILDI CODE( an High lVelocityNurricone one (�A.•r!(f/Trrrrr 0 2015 EASTERN METAL.SUPPLY,INC. �`��:•'�\CEN�FBERTHA HVTM Accordion Shutter System /T17L7Ec O i N c. A!S»S'A' KV. RADE#1 W/OR W/O KK WINDOW BLADE N Shutter Systems Ey, UP. S. o: - TILUT TESTING b ENGINEERING COMPANY DES"IFUM DATE DRAWN a STATE OF 4� p3gg N.W.36th.3L,Sta 303.VIRGDIIA 6ARJ"%MRIOA 3316 Association, Inc. , OLD 11-192 4 13/15 DATE 4/13j15 pT�orw:(305)871-1530.Fax:(305871-1031 4268 Westroods Drive 2 ��`�� 0- 0:VROWDcoi_M ) West Palm Beach, FL 33407 3 DRAWING No rr`'r�`StOIVAI �G`** waTl2t A°n°UJi'Jr.P.E. 4 15-085 P.E. Sf1ltl �RE/DATE "RII)A Uc.(J 44167 9 SHEET 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK (SEE.SCHEDULE ON REQUIRED 1/4'0-20x3/4'S.S. POURED CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE RMEQ ED REQUIRED FOR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS ) 17 18 xstONE(SIE MOGNRNG®ON$FLEET 7) SHEET 13) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13 1' MITI. 1 4 0-20x3//4 5.9. Min. OR 14 EQ Eq MACHINE *34EWS -� USING 1/4'-20 NUTS 1/ - - ,9 2, O 12'O.C. E D.r /2• .250'Max. -- „— 13 OR 15 r __ L�u' 15 .250' L - -- -- t l D I \ .250'Max. O. I I Max. t 1 I \4 OPTIONAL i i PTIONAIL i I LTL SEPARUIQITO QM(SEE I 1 {`1 owR� I I I , OR ®♦ i MIN. E CRAnON T O GLASS IX NS�(SSHmULEONSHE 1) E10i MIN.SEPARATION TO GLASS I ) t GLASS--i —(SEE SCHEDULE ON SHEET 11) IXISILNG i G ©HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION B� HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS IXISfINWG�I KUL SEPARATION I 1 OR ®O I L I I I , EXISTING��—(SEE SCHEDULE pN SHEET 11) 1 i N wsl(SEE I I I I I MIN.SEPARATION TO GLASS GLASS I w tit�e.of m I i i`(SEE SCHEDULE ON SHEEP 11) I I ON SIM 19 FOR m I I 9ID6 tDa Q9 EXISTING OPTIONAL II 1 M s `.ASI I N = 1/4• E r Max. OPTIONAL it II 1/4'Max. 13 OR OS E D.r i i i i \ /2' __ ,9 ROSHEET EO Eq OR 2 OR® 1/4'0-20x3/4'S.S.PHIWPS TRUSS HEAD ' 20x3/4'SS.PHIWPS MACHINE SREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCRflE ANCHORS �-%R�$ 1' 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/1/4'-2p NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 0• ORUCONCRETE BLOCKSHEET 13) POURED CONCRETE REQUIRED OR CONCRETE BLACK NWALL REQUIRED 0 NV WALLSILL INSTALLATION (SEE SCHEDULE ON OP HV WALL SIL INSTALLATION POURED CONCRETE 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL.INSTALLATION NOTE FOR COMBINATION OF SECTIONS, INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER r E D.=EDGE DISTANCE ♦ SEE UM ATIONS OF USE FOR 10 H V B LA D E ASSEMBLY (SEE SPECIFlCATIDNS ON SHEET 13) BLADE 1A ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. 11111LT11 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone A O 2015 EASTERN METAL SUPPLY, INC. ���.....A. !..Z.. BERTHA NVTM �? ��cEnls�.:��- A S S A Accordion Shutter System /IT E7C07i7N�,A ■ . . . KV.RADE#1 W/oT:W/0 KV.wtrnvly 11ADE /� American Shutter Systems ,N DESCRIPTION DATE DRAWN BY: M.I_ •p; !S AF �Q` TICCIT TESTING do ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 �'•, e337 N.W.36th.SL,Ste.341,VIRGM GARDENS,FLORIDA 3316114268 WOStrOOd9 Drive 2 Phone:(305)871-1530.Fax:(305)071-1531 DRAWING No / ```�.� e-mail:tl1�o00aeol.wm West Palm Beach, FL 33407 3 15-085 4 AZONA LLL111L\�L�` WALTER A 71LLIT Jr.P.E. 5 SHEET P.E. SPAL9�'VURE/DATE FLORIDA u B 4NG7 6 6 OF 20 POURED _CONCRETE ANCHORS I 1- -- r--- CONCR� (SEE SCHEDULE ON SHEET 13) I EOE>.wAE 1 1 OR ®� EXlsnluc ' i i m 1 EDGE OF -"�11 FOR BADE OND ClA5$—� i"(SEE SOIEOIEE I i SLAB tF i ON It EEr to FOR I NQ4 STPAFNgti i 1 SHEET 11) APPLICABLE SO��� 1 a•1 SHEET r0 .� I I ; ALTERNATE i i t ri I ANCHOR I EXISTING � t r t i LOCATION t ; G i 11 OR 13 OR 1 eJ i t 81Ox3/4"HEX WASHER HEAD i TEK SCREWS 0 12"O.C. 1 EDGE OF CONCRETE ANCHORSf3 I IF SI + 7 (SEE SCHEDULE ON SHEET 13) APPLICABLE i EXISTING GLASS--i I t 1 r EDGE OF EDGE OF SLAB IF /I I III I SLAB F WE SD ANIW APPLICABLE / I E T/2 / f EDGE DF APPLICABLE :.0. 0. SLAB IF 1a BASS APPLICABLE POURED POURED FLAT HFAD CONCRETE ANCHORS CONCRETE "'�11,RSi BLw®Nm POURED REQUIRED D CONCRETE REQUIRED ( SCHEDULE ON SHEET 14) W sib'tE FDR 1 OR ��GONCRFTE FLAT HUD CONCRETE ANCHORS RADsO)mp REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) II .TR RICH INSTALLATION AUD ONLY FOR UP TO+70.-75 PSF A.S.D. ID HV FLOOR INSTALLATIO14 t O HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER V HV CEILING INSTALLATION SCHEDULE#3 SHEET 11 T_ DOSRt/G M.SEPAMIMAY 1 Nw.arwlaxv+ CONCRETE ANCHORS TO CLASS �-•— TO OA55 I Q (SEE SCHEDULE ONTAW I�- —ism �- SHEET 15) 1/40 RW BUROFJ( XNW F. ON SHOT+Q SHI 1 CLASS�i EXISTINGr EXGLSS ISTING""{wx 1FAMAMN m CLASS IXG iLA5S--1-t I I TEGWOLOCr OR 1/NG A74114011 40 POWERS t -iC+'�' IfDUtE ON SHEEP if) -•------ 1 FASTENERS TPPPER#ANC1NYCi MAX. I i I I I NAG`fPrRFfiON Tp 1 3/i'IAK ED ENBNFM 6% 0 I 1 i "l TONE soOprtE N/ it) I I O.C.FUR UP TO G-W SPAN AND t i I 1 4'QC.FOR SPANS LARGER THAN I,I M� i r-'i i 1/4' r 6'-O'UP TO 9-O'6Mx.APPLY t * I I I I MAX. I 1 SFNANT AT EVERT FASTENER W-0 7. 1/2" �+ f t t i t (TTP,)(SFE NOTE tt ON SHEET 11 $ I I 3 OR 1$ D. 1 WASHEOX3/R4HEA0 E' * LRNDdrofE 3 . NTN. TEK SCREWS cow.SFA w II $ jI it 814x3/4' HEX HEAD 1 8' O 12'D.C. _ TEK SCREWS 0 9"O.G. i 1 8' +:;: /;• t 411-2Ox1/4'ss us OR 1/4"0-20 CONCRETE ANCHORS -_--- #14x3/4-S.D.S. n i a' SHEET SCHEDULE ON A 1 6 �-+ 3 m 9'O.C. f __ _ I MOk.V •.;4:•: 0 12'Q/C,h2D NUtS ) 17 OR 16 •'•' DOME,NON STRUCTURAL i O 1/2' i` •r', 2.00' N..>I WALL TRIM(DEOORILVE II EDGE OF 17 � •;•i.-- E.D; SRU 814x3/4"F.H.S.D.S. POURED GANCPETE IN 1 7/8 I SLAB IF 114 0-C, �•,-.•.. CONCRETE ANCHORS SEE NOTE 13{b) REQUIRED '- •0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 ENOTE 13(b) - D: OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ONE SHEET 1 REQUIRED OR CONCRETE BLOCK �KEYSTONE 'MOUNTING INSTALLATION OPRONAL POURED REQUIRED AEAXOAUM ASA Dk:.,iGM PRMURE:+04,-72 P.1 CONCRETE HY WALL FLOOR INSTAWATION ICY WALL WALK—OVER INSTALLATION REQUIRED HY RAINQUARD INSTALLATION t EEAxaDN sH1frTFR SPAR e'-0- NOTE FOR COMBINATION OF a CRON1• t THIS INSTALLATION SHALL BE *E.D. EDGE DISTANCE REMOVABLE WHEN PERFORMED ASSEMBLY R SHEET 13j OR ENTRANCE OPERABLE FXR �MADE 1UAAONNSHEETU19 FOR z- MOUNTING SECTIONS CAN BE. � {SEE SPECIFICATIOSEENS INSTALLATION DETAILS W j 0 HV BLADE ' 3N ANY WAY 74 SUET ANY INSTALLATtON. L. _ _. FLORIDA BUILDING CODE(Ikon high Velocity Hurricane Zone y`Oit•�QR A;•flQj'A'Gj� 2015 EASTERN METAL SUPPLY, INC. i ';�cFlusF' -�-�- BERTHA HVTM I I L I E C O xxc. A■S u S nA■ Accordion Shutter System �� «—.*' American Shutter Systems H'Y. MME#1 W/OR W10 FEY.W IN W G.ADE -o'• `STATE QF Q TILLI7 TESTING do ENGINEERING COMPANY Y DESCRIPTION BATE DRAWN BY. ut ' (('j._` Association. Inc. 1 O 11-192 i/15 DAT SM N.W.36M Se.St.303.MMNK GARDENS,FLORIDA 3316 LD 3 1E• 15 4/13 rN- PnPns:(3D5)87f-1530.F x:(3Ds)87fas31 4268 Westroods Drive 2 ........... �� 0-mail:ONec09001—tti DRAWING No ya� ®-DO08719 West PDITlT Beach, FL 33407 s RC. 'fAAAO�f(JINA1.�kk\t�t� WALTER A TILUT Jr.RE 4 15 �O�+v P.E. Sif51�'I�`URE/DATE FLORIDA uP•0 44167 5 SHEEP 6 7 2F 20 SEE END WALLCOf ETS 10 & 18 SEE NOTES ON LOCKING RODS®,HV LOCKS b at ouT 90 IN i EXISTING GLASS INSTALLATIONS W/ 1 HV **AND ALTERNATE HV LOCK 0O SHEET 5. eIADE SLACK DETAIL HV 15 VAUD FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLMEQI OR U CONNECTION EXISTING GLASS ILS ON SHEETS Q K *O*Qm©+O*®an Y ————————————————————— —————————————————————— — J 2-x2-x1/8'«0'-2 I O*�8 ae®*®on@r®$ 3 1/4- 7" 81/2• 7" ANG j/.-T 1 4/YYTfALUM. 1/z• ®•® OPPOSING SYMMETRYCAL ANCHORS To c/NCRE,E CENTERMATES CENTERMATES MIN. SEPARAT10N (rDP/BOTIDN)k I j10r3/4-S.M.S.® 12TO GLASS (4)f10y1/2-SM.S.TO TUBE I D.C.FULL LENCNr. W/ HV LOCK or 654 W/ HV LOCK s or (SEE SCHEDULE AT EADH ANGLE(TYP) Z 7K 3 ON SHEET „) 5 I N J 51 90' aw z• Of r OUT ® ° * HVC Io*© © © ®*© HVA HVB ®�, 6 m s a�10+ «� POURED CONCRETE OR O*O O O ® EXISTING GLASS CONCRETE BLOCK WALL ©*O+®dt©+�] •f�p'c�q l � 2+-@-@+ REOU EDEXISTING !®°q�'®oe®'`t®7a� SYMMETRICAL ----- (�6 *�'®�_— *O*_®_� ---- — CFIN_ ® O © O O O ® MIN.SEPARATION LASS 8 + 9+ a 19+ 5 �IXISTIN CENTERMATE�S-mak 0 To CHER 5 J GLASS o Wf HV LOCK ¢6l oPnoNa (SEE SCHEDULE 11) MIN.5�TION ®+® ® w * INTe'RIOR) ® ON SHEET 11)TO GLASS (SEE SCHEDULE I N OPTIONAL ON SHEET 11) (INTERIOR) ----------- ------- ---------- — OUT _ CONCRETE .� ANCHORS a .1 I 18'O.C. z ?113 3 * * J OUT 6 ,/2•MAX.SLACK 0 uT @j (EXTERIOR) H V E HV F** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �111111111N111////� 0 2015 EASTERN METAL SUPPLY,INC. ����•�IcE4 A:Tic(/T'''% BERTHA HVTM CEN ''•'i A S S A Accordion Shutter System s I L E C O N c. . . . ■ H.V.IXADE#1 W/OR W/O KV. W IMOW BLADE TIWT TESTING do ENGINEERING COMPANY American Shutter Systems LY.N DESCIUPIION DATE DRAWN BY: N.L. Lav N.W.TES IN St.303,ENGINEERING RING 5.F MPA Y ASSOCICtIOn, Inc. 1 OLD 11-192 4 13/15 DATE: 4/13/15 -o'• STATE OF 4268 Westroads Drive 2 p� Phone:(305)871-1570.Fat:(305)871-1531 DRAWING No �CCR10P .\�<4 e- .11:UEEI-�BOBad. wm West Palm Beach, FL 33407 3 5-0185 'i'''AAFSS...•••••�`Cj��``` WALTER AR�NAAU/4qL 87E. 5 SHEET P.E. mil/� �Ai"tE/DATE D 8 OF 20 ALTERNATE INSTALLATION WjHV "T" LOC 0 V AL FE L "T" LOCKS CENTERMATES & LOCKERS ao W In HV BLADE SCF ENO CONNECnON DETAIL ON SHEM 10 A 1e INSTALLATION n HV BLADE � MUTING GIS OT W/ HD DSAVRCENTERMATES AS WELLLATE As UTHIS SAL FLOATING DUDE=TTRDDE.L H0LI IND. s• 7 a 8.1 INOIC/17FD ON nus sHEEr,uAr BE usm wRH nrs ALTERNA CCC END WAL CONNECTIO" 1D�®�®'�•©+©a IWALL1 oI MAIL HVG SHOWN 0{THIS sxa:r- nFTAnc nN SHEETS 10 t 1B i 6.07AN. .®a©.Oj .®a. 35 M(TOP/ R L—_------- (OPTIONAL)__ _—_— A* (O(OPTIONAL) ) ______________________________________ __ 7]P SQEOLLE (4)/lMd/1'sus.TO 16OE i /Io,]/{•sus. 1r AT FMN ANGLE(TTP) O. FULL Loam * I N (4)KV. I N (4)H.V. To s Gums30 HV "T" PINS(TYP.) PINS( •) 5 3 LOCK (INSIDE) 1 - - ------------- - -- — -- — - — ----- ML 1 2 2 1 1 Of OUT 31 oR3 I: 33 31 DR® @.R 35 "-@ OR 2 * 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* OUT (OrTwNAU NDC HVC SEE NOTE 0 FOR HV LOCK®, W/ 7/8"6 x 3/32" WINGNUT. (oPTww)HDB—HVB 'T'LOCK,ON SHEET 5. * SYMMETRICAL HD CENTERMATES ©0 HV "T•' LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES ® W/(3 LLOCK (EXTERIOR) �/ 1" LOCK (INTERIOR) j SERIES9 44 AlA WNUM HVG.* (m24-T3 ALLO*LARGE n.HGE,HOL �a®ox©.pp 80 10•®°' SHEET NUISERT,PMT 10820. 10•®°]®•�©•®O1 AS WUllBACTURED BY WDEL CHERRY TORORN,PAAMPPENt.NEW JERSEY 07054 OR EQUAL 11•®^`®•®�®•®�®•® 3 © *SEE NMM ON LWMG WES n HD®L0—ON SMET 9 **WCMWL ROATMO OLAOE®DELL x)0-M S VNID FDR All CUUBWa APK=TOIR WH MADE HDD-1.10 FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. \GENSF' . . ■ BERTHA HVTM A S S A Accordion Shutter System - 1 L ECO INC." ■ KV. RADE#1 W/OR W/O KV.WIWDOW MADE 's ���/ '1F American Shutter Systems .N DESCRIPTION DATE DRAWN BY: N.L a' TATE OF PWT TESTING & ENGINEERING COMPANY AseOC�atian. InC. T OLD 11-192 4/13/15 DATE: 4/1,3/15 •,• �'� sass N.W.Jele.St,St.3aY,VOGIWA GARDENS.DnRDA 3318 4268 WDStfOalls Drive Z Phone:(305)871-1530.Fax �i�� �• ••\ `���` o-rtwll:tiltecoO-L-m West Palm Beach, FL 33407 3 EB-C)000719 4 Al. �```� WALTER A TILUT J,P.E. 5 SHEET—O�� P.E. SFI��ATURE/DATE U./44197D 9 OF 20 POURED CONCRETE POURED CONCRETE OU Rm CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS p(ISTING GLASS ® 16'O.C. CONC ANCHOR EXISTING CLASS — -_(7 2•MIN JJJ r _ 2'MIN. I r— MM.SFPARADON I — ,' To GLASS(SEF ASN.SEPARATION , MIN.s )IaN MIN.SEPARAMON (IN SHEET TO amTO GLASS EO EQ TO MASS(SEE 1 SCHEDULEG ADE® SCHEDULE ON(SHEET SMIEDIAE Qi(SEE SFEET SM&DIILE ON SHEET 1/1°•x3•MAX. ON SHEET 19 FOR 11 FOR BLADE(DAFID I11 FOR BLADE mAND 11 FDR BLADE®A1'✓f7 (6083-T6)CONT. BLADES Q k® If ` BLADES19 FOR 9 FOR &1/ N SHE T (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER EITHER SIDE BIAOFS m&® PLATE. (LOCATE 1/2 AT EITHER SMIN OF SQ) OF(D) 1/2'M7-IN-.JI 4 USE 1'OR 2'MAX. I 810x1/z's.Ms_f _----ow //1°x1/2'S.M.S. I ----' AL INUM CUP ANGLE ----- ® 16.O.C. ALUMINUM CLIP ANGLE ' #� ®16.O.C. '---- 4 (6063-T6 ALLOY)A7 MIDHEIGHT (1) 910x1/2•S.M.S.TO®e, 4 \ / (2)1/4.0 TAPCONS ANCHORS TO o-1 j SEE DETAIL X FO ) OR (.11 WALL THHERA SIDE OF®���o , OR ^_ SIDE CONNECTION QR ®� SEE DEFAIL X FOR �R' ®� TO TRACKS �� SIDE CONNECTION ®vV"Q7 v 8 0•®v SEE DETAIL X FO tl. ®v©,OvO 10•®v ®v 6 7 v e 10•®v TO TRACKS v v g 7 v B 0•®v i SIDE CONNECTION0 TRACKS 10• d v 107@11- ®v©•©v ©•O•®-I(Q- •®a 6•Qj •©v BQ•��Qj11•®v BO•®�®•®�®•®�� BO•®'®•®m®•®GLA END CONNECTION DETAIL 03 END CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL Q 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL EXISTING 4 4 REQUIRED .9PARATION 81 1/2•pm MIN. ________ TO MASS(SIE 10 16• .c. MIN.SEPARAMON Y �"------SCHECUI ------- ON_ s OR®OR�OR 1 EMADE® CONC ETE 1/2•MIN. 7O GLASS SH ____________ _ _____ ON SHEET 19 FUR ANCHOR® 1 EBLADDE ON®AND _ OR OR 9 OR O CONCRETE BLADES(D&® 12'O.C. 5 �f 6�m 19&® 4 ---- _ ---- OR© ANCHOR Q 16• 1 2 MIN. /j O.C. _ _1/2-MIN. _ -—-— EO I) OR®OR�OR 2'MIN. 2'MIN. ♦SEE UM AnONS OF USE FOR 5 BLADE Q3 SHEET 19 @ORQOR�OR'I OR@ r oR 6' PLAN OR ®4 DETAIL X POURED CONCRETE OR �,©•pa© ,D.®� 0a®a©•O_0 ' END STALLATION CONCRETE BLOCK WALL 10`®'0.Ov©`®_"' REQUIRED ®°'®'®'©•®°' ©_(D_0_`0_0_ (1) HV BLADE OR 08 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL._ END CONNECTION DETAIL 5Q BO•®a®•®a®•®R END CONNECTION DETAIL 6 �•®p®•®�®•® '®'® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone T�(��� ®2015 EASTERN METAL SUPPLY,INC. \GEN S':''�'' BERTHA H1 TM % Accordion Shutter System IASsARV BADE#1 W/OR W/0 RV WNDON BADE TILLIT TESTING & ENGINEERING COMPANY American Shaffer Systems Ev.N DESCRIPTION DATE DRAWN BY. ML STATE OF D355 N.W.3w.SL,s,..Ms,vwm--- --3.T, Association, Inc. , OLD 11-192 4113/15 DATE. 4/13/15 9'• Ono:(305)871-1530.Fax:(305)871-1531 4268 Westrocds Drive 2 DRAWING No ORI a-Awn:Ult.ee®aol.com West Palm Beach, Fl 33407 3 WALTER TTLUT115-085 Jr.P.E. P.E. ILF�SN A�URE/DATE FlDROA Ue.8 44167 a SH 10 OF 20 SCHEDULE #1 �k2 HEDUIL,F#3 MAXIMUM SHUTTER SPAN "L+"OR "L-" * rR (MUMSHUTTER SLA IO S IMUM SHUTTER SPAN "L+" {ft.}. FOR INSTALLATIONS W/ OR "L-" {fk.} FOR l-" (ft.) INSTALLATIONS 1NS'raLanDN �G£N_DS 0 &t0 or or INSTALLATIONS W/ ySz CONCRETE &W/ ONE N.V. LOCK or or or Wj ONE HY LOCKS MpNSORY WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN Hp LOCK ®W/ NO LOCKING ROOS�or ONE HV LOCK or or POSITIVE AS.D.DESIGN PRESSURE RATING. OR W/ NO LOCKING WALL A, B, C• D, E• MN, 0, P, 0. L-: MAX. LGN FRES SPAN FOR A GNEN NEGATIVE CENTERMATFS & W/ ONEHV "T" W/ NO lOCKI G RODS® S MOUNTING F, K & L R S &V. A.S.D. DESIGN PRESSURE RATING. LOCK t� W/TWO LOCKING RODS®TOP & (SEE NOTES 1','Ft) (VALID FOR MOUNTINGG (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES A� SHEET 7) FLOOR/CEILING CONCRETE&WOOD INSTALLATIONS Vli CONCRETE&WgOD MOUNTING G, H, 1, 11, J T. U, W & X WALL MOUNTINGS(TOA/BOTTOM)OR FLOOR/CEILING: MA706t0U CONCRETE & M P.SA�M4 �Mw INSTALLATIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. WALL MOUNTING FLOOR/CDUN. WALL MOUNTING PRESSURE RAM MOUNTING & Rntao R.00R/CMUNG MOUNTING DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. (+OR T ORJCEIUNG MOUNTING tP•�rJ OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. E1.o0R' all_MaltrgMc DETERMINE MAXIMUM SPAN "L-'FROM SCHEDULE. + (4) L-{6j 1♦ (It) LIM0 MAXIMUM SHUTTER SPAN 'L+'OR "L-"FOR 30 OR LES 16'-0" 16'-0- 16'-O" 16'-0' 6'-0• 16'-O- 30 16'-q' 16'-0' INSTALLATIONS INTO WOOD SHAD.BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 5 14'-10- 14'-10" 15'-2' 16'-0' 4'-10' 14'-10' 35 t5-2" 16'-10' 105 PST.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN -L+-AND "L- 40 13'-TO" 13'-10' 14'-2' 15'-2" 3'-10' 13'-10" 40 14'-2" 15'-2' (3) PRISCEDURE 70 DETERMINE MAXIMUM SPAN FOR 45 73'-1" 73'-t' 13'-A' t4'-3' 3'-1' 13•-1` 45 13'-4" 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5' 12'-8' 13'-7" 2'-5- 12'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" If-IG" 12'-1' 12'-11' 1'-10- 11'-10" 55 17'-i' 1M1'-tt' SHALL BE AS INDICATED ON MANDATORY CONDITION ,i2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4" 1i'-4' 11'-7" 12'-4' 60 11'-4' 71'-4' GO 10'-2" 10'-}1" NOTE®5. SHEET 5. RATING: 65 10'-10' 10'-10' tt'-Y it'-11' 65 10-10" 10-10" 65 9'-5' 10'-T' DETERMINE; 70 IV-Aw , 70'-9' ii'-5' 70 10'-6' 1o'-6' 70 8'-9' 9-4' U+=MAX-SPAN FOR WALL MOUNTING INSTALLATIONS. LZ+=MAX.SPAN FOR FLO CEFUNG MOUNTING 75 10'- 10'-4' il'-1' 75 10'-1" 10'-1' 75 - 8'-9' ttEXCEPT THAT MAXIMUM SHUTTER SPAN-L+-OR INSTALLATIONS. 80 9'-110'-6' 10'-9 $0 9'-10" 9'-10' 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR 85 9'- 9'-9' 10'-6- 85 9'-6" 9'-6' INSTALLATIONS INFO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 90 9'-3" 1 9'-3• 9'-5' 10'-1' 90 9'-3' 9•-3" SHALL BE LIMITED AS FOLLOWS: RATING: DETERMINE: 95 9"-0' 8'-9' 9'-2' 9'-10' 95 9'-0" e'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS, 100 8'-9' 8'-4' 9'-0' 9'-7' 100 $'-9" 8'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L2-=MAX.SPAN FOR FtOOR/CEIUNG MOUNTING MOUNTING MU ON SHEET 7. INSTALLATIONS. 105 8'-T 7'-Il" 8'-9' 9'-4' ITIS 8'-7" T-11' 110 B'-4" 7'-7' 8'-7 9'-2` 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE 115 W-z• 7'-3• 8'-4' W-11" 1156'-z` 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L7+'."L2+". "L7-"AND 'L2-" 120 W-0' 6'-11' 8'-2• 8'-9' 120 8'-0' 1" 125 7'-10' 1 W-8' 8'-0' 8-5' 125 7'-10' 6'--8" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 7'_8' 6'-5' 7'-10' 8'-1' 130 7'-8" 6'-5' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE 135 7'-7' W-2' 7- T-9" 135 7'-7" 6'-2• WIND ZONE MINIMUM SPAM RATING TO DETERMINE MAXIMUM ANCHOR 140 7'-5" W-11" 7-7• 7'-6• 140 7'-5' S'-u' ASTM E-1996 SEPARATION 145 7*-3' s-9" 7'-5' 7--3' 145r-3- 5'-sTO GLASS ISO 7'-2' 5'-.7' 7'-4' 7'-0' 150 T-z' S'-T- 155 7'-0' 5'-5` 7'-2' W-9' 155 7'-0- 5•-5" 1 THRU 3 1" 160 6'-ii' 5'-2' T_I 6'-7" 160 6'-11' 6'-2' 165 W-10' 5'-1' 7'-0" 6'-4- 165 W-f0" 5--l- 170 6`-9- 4'-11' W-11' W-2- 170 W-9' 4'-It* 175 W-7- 4'-9' 6'-9' B'-q'. 175 6'-7" ' 4'-69 1$0 6-6 4•_5' 6-6 S-to' 180 6-6 5 4'- 8-7" 185 V-6'185 HV BLADE 190 6'-4" 4'-5' 6'-fi' S'-6` 190 6'-4' 195 5'_3' 4'-3' 6'-5` 5'-S' 195 W-3' 4'-3" 200 W-2- 4'-2' 6'-4' 5'-3' 200 6'-2' 4•-2' 205 6'-1' 4'-t' 6'-3' 5'-t' 205 8'-7' 4'-i' FLORIDA BUILDING CODE Non !fish Velocity Hurricane Zane �1TL11111Mtt++t/+ ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM 1L E C 4 r>" A.S.SI.AI. Accordion Shutter System C' IM BLADE#1 W/OR W/O FLY.wuooW a" TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev,x DESCRIPTION DATE DRAU ar MSV. G. 6353 N.w.aem.sr..Sic,nDs,hRgnN GnRDD+s.PLDRmA 3316Assoclaiton* inc. 1 OLD 11-192 4j13 15 DATE: 4/13/15 _ TAI t UP .Phony:{305)871-1560 Pon:(305)871-1531 4268 WestraadS Drive 2 <v a-mag:hTtewDooi.wm No West Patrn Beach, FL 33407 3 0 1 5 GOsS ' �((]R1�p' •'�•' EB-0006710 �' ,,y�,sC'•.T,y����C ` �a� WALTER A.VLUT Jr:P.E. 4 'r'.'C�7SsMt1NM p�+ G`E/DATE ARIDA Uo.8 44167 s 6 SHEET IIIOF 20 / 1 1 . :Ill :4•? :1, :.1 •::7..•,1 . • ,11, :11' Z•: , ., .:al •: •, .:al :, .•:. � �.• Wel M I.'1:I irili• ONO. of o a,i: , .f , .• • . DDD©mm�7Q��D�m�mmmD�mmmm�m��m®m���DOm®mm�m mOmm��mm �®mm00000 mmm00000mmm00000 mmmoonoA mma•oouom 0000Aoom mmmon000mmmo�voommmonmona•mmonono®mmn000nnonn0000 mmm0000©mmm000vommmvvovommmoovm©mmmoon000000000m a�mmononommmovonnmmmonnoc�mmmon000mmmon0000moon000 mmm0000nmmmov000mmm00000®mmovvvommmQovmonoomoomr� mmmni�onnmmmon�moommmvoovommm000m�mmmnnnonnnonomno mmmoon©ommm000nommm00000mmmonovo0mm000vmoon000mv mmm000nn mmmnonoo mmm00000 mmm00000 mmm0000v 000n000m �0mmnoomommmonoo�mmmnn000a•mmom000mmmomm000000movv ,. mmmonnmommm0000mmmmvv000mmmonvvommmonov000000nno • mmmoo�vommmoon®ommmnnonommmon©mommmon000000000vo mmmOO�DOmmmODOO®mmmOODOO mmm0Om00 mmmoomoo 00000mmo mmm000OO mm0000mO mmm000DO�mm®DOC�mOm�mm©oo 000mmm©o mmmOO®0�7 mmmF70O®0 a•mmoovno mmmom000 mmmovovo DO DOOOC�m " mmmao©oommmoovoommm000mmmmmn0000mmmom0000000m©oo mmmOODOO mmm0000O mmm0000m almm000vO[LlmmOO®mo OOOO���m 0m000OmO mmm0Om0O�®monoov mmv®0000 a•momvono 000mm000 mmmoimoimsammmnomoommm00000mmmnommo�mm000v0OO000�®� mmmom000 mmmoovoo mmmoovoo mmmm0000 mmmOmOVO O�OOmO®O mmfflO®3AOi7 mmmOOODO mmm000O0 mmmOmmmO mmm000 VO......on mmmomvoommmvommommmvoommmmvommvommomm000000m®mon „ ®mmn0000mmmvo®oommmovoommmmovomo®mmonomnnnnnnmom mmmov000mmm00000mmmnnmvmmmv©omo0mmmovm00000mm©oo : ., �,' mmmoomoommm000vommmonnoommmovomo0mmm©om0000mnomm mmmmmvveammmom000mmm00000mm000aoo®mm©omoom000v000 mmmmm000mmmo�000mmmnn000mmmv0000mmmommm000000000 ' mmvvoovommmommoommmo®oovm�®oomvom®mov0000nmomvmm mmm00000mmmvvvoommm000mommv00000mmn0000000nmmoom �mmm©m000mmmom000mmmov000�[momoommmom00000000©®mmo mmm©0000mmm00000mmm0000nmm00000nmma•mon0000noommm mm©v0000mmmo©oommmmnomoom�vm0000®�omoovm0000vmom mmnm©moommmn©vvommmnu000mmmom000a�mmvov0000movmom mmv00000mmmmomoommm000vo�oom0000�o©moomonm©vmmmm InKa oommmovvoommmoomommmv00000®mmm000000nnoo©o mmnvovoommmmvmmommm00000mmoam000mmovm000000vv©oo mmmm0000mmm0000mmmm00000mm000000mmoov000000mm000 �mm00000vmmmoommommmom000m0000000momomoovno®momoo mmmoovoommm00000mmm00000mm0000vommmommm0000000vo mmvoomoomm0000mommm000vomm000000i�moomoom000®0000 mm000000mmmoomoommmoomoommmmvovea�mm0000n000©Doom 0 , � • . 0 , � mmoo�000mm000000mm000000v©000000vQmm0000�mm©©eoo mm000000mmoo�000mmmomoovmm0000mommora0000noono©oo ' mm000000mm000000mm00000a�mam000m�noommm00000®mmm �) g • mmovomo�mmm00000mmmoovoo�nomm000�oom000000mmomoo �mmm000vomm000000mm0000000vmmmood000000000noommmo • • • mm000noommoov000mm000nraomonn0000u•m0000v00000m000 mv0000vommv000vomm000000m©omovoommmov0000mon©mon m®000aoommvovomomm0000mo�0000v®o�omomm00000noonm ®maoom000m0000000mov00000�m000iooam000v000mm00000m m0000aaomoovoomomv000000®0000moom00000von0000moo m0000moomvvov000m00000000mmv0000vm00000moommomoo mm000000mv000000m0000000mvvom000mmom00000m©oomoo m00000vom0000000m0000000vv000000vov000000mmoommo moovvoioomovov000moomoovomvm00000mvv00000noomo©oo mm000000mv000mQomv000000uv000000v000mmoonmomoomm m00000vo m00000vo m000000o m0000voo mv000voo oommmeme �•;. ; �i _ IN a- T ® Mmmyzyj� MAXIMUM ANCHOR* SPACING'A-I SCHFni j' FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASA DESIGN MM PRIRE RATING AND A ODRRMNDING MOUNTING TYPE FOR CnNCREiE OR OOMCREIE BI fIf K WS10 f ATIONS (SFE MOUNTINGS&G.&N ON SHEETS e A.7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED BOCK POURED OOIIGIER (A) TO EXISTING POURED CONCRETE:(Min.V.-3 kal) MAXIMUM QE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEx(M n.('e=3 k9O SPAN ANCHORS SPACING LEGEND - 1/4.0■3/4•ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.1'0-3 kat) (fo UA DISON F2T.VNE PfOS9DaE RNB10 W OEM L28ATAE PIa®IfE RA1OS 0®f2K 18rAINE PRl�1FE RAIOIG - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MIWUFACTURED BY FLOfOM FASTENERS DIRECT.INC.(Min.('c 2 kai) 30140 60 1751 9D 112011601205 30 40 60 75 80 120 160 205 30 40 60 73 80 120 780 205 TAPCON OR - 7/4'0 TAPFER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECW.TY 14 2 10 8 p B 8 Ss 4 2 10 B B 8 6 6 3 12 6 B B B e e TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUIHommo VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. THREADFORM TECHNOLOGY (meq,pc J kat 14 12 10 9 B B B 8 14 12 10 9 B 8 8 8 14 12 70 B e B 6 B 0 A 14 12 10 9 0 0 8 8 14 12 10 B 8 8 8 p 14 12 10 9 0 8 8 5 ALL POINTS SOLO-SET 14 12 f0 9. 0 B 6 7 14 12 10 B B a 8 B 14 12 10 9 e e B 8 BLUE TAP'W/CAP NUTES: 14 12 10 9 B 7 55 35 14 12 f0. 8 B e 6 6 14 12 f0 B B B 6 6 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ f4 12 10 9 a e e 0 14 12 10 9 a e B e 14 12 10 9 e B 6 95 ANCHORS IS 1 3/47,AND FDR'BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 10 B a B 8 4 14 12 10 9 8 p B 45 14 12 10 B 9 0 .4 16 14 12 10 9 8 8 8 45 14 12 10 9 8 B 8 6b 14 12 f0 9 8 B 8 4s A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE'7/8'INTO THE POURED CONCRETE.NO, BED 14 12 10 9 8 8 30 - 14 12 10 9 8 8 8 8 14 12 10 9 8. 7 55 4 ♦SEE u9,gATONs OF u5E FVB INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO E7=,AND 14 12 10 9 a e B 6 14 12 10 B a 8 6 &S 14 12 10 B 0 B 6 45 SI E CN ON SHEET I6 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 6 -7 4 - 14 12 to B Q 85. 5 &S 14 12 10. B 8b 5 35 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FQUND ON THE DOSTING WALL OR FLOOR, 14 12 10 9 B 75 45 - 14 12 10 9 0 a 6 4S 1 72 10 9 8" 6 4.9 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9-5 75 05 4s - - 14 72 10 9 9 75 65 4 14 12 10 9 8 6 45 35 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON'VINYL SIDING OR oF5 WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0• T4 12 10 0 8 9 p - 14 12 f0 B B 0 8 9 14 12 10 9 B ss 5 35 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 8 7s 55 3 - 14 12 10 6S 7 8.6 4 3 14 12 8 8S 5.5 4 3 14 12 10 a 0 B - - 14 12 10 B 8 Bs 9 75 14 12 10 8b B a 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM G-90) 14 12 6 BS 9.5 3 - - 14 12 10 9 B 85 4.9 3.5 14 12 l0 8 7 6 3b 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 7•-0• 14 12 10 9 B e - - 14 12 10 9 8 7 5 4 14 12 10 8 7.5 55 4 3 - 1/4.0 x•3/4'ALL POINTS SOUR-SEr ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. 14 12 10 8 as 4 - - 14 12 9 7.5 0 45 3.5 - 14 105 7 55 45 J5 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 E5 7 4 - - 14 12 10 9 75 55 4 - 14 12 9 7 75 4S - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY t4 11 7 5.514.5 - - 14 12 to 9 75 55 4 - 14 12 9 7 8 4b J _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUIHORncn VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-Q. 14 12 10 B 8 65 - - 14 12 10 9 B 6 4 - 74 12 10 a 65 5 3S - N076: 14 12 B:a 7 55 3 - - 14 12 8 &5 55 4 3 - 25 95 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+AN IS 1 1/4'AND TAPCON 14 12 95 75 p - - 14 12 9.5 a 65 5 - - 14 12 8 B a.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 3b - - 14 12 10 B 65 5 - 14 12 8 95 5 4 9'-0' 14 12 10 B 8 - - - 14 12 10 B 7.5 4s - - 14 12 6.5 7 55 4 - - 9.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 its 75 p 4 - - - % Tl 7 53' 5' 3s - - 11 8 55 45 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 85 4b - - - 14 12 05 7 55 4 - - 14 10.5 7 55 0 4.5 - - EAST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1s&8 LS 4 - 14 12 9 7 8 4.5 - - 14 11 7 5b 45 3.5 - 10'-0' 14 12 10 9 75 - - - 14 12 f0 8'Sb 5 - - 14 12 8 B 5 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 35 - - 13 95 B5 5 a 3 - - t0 7b S 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL.BE AS INDICATED ON 14 71 75 55 - - 14 11.5 9. 6 5 4 - - 2.5 BS 6 5 4 4 - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 05 6 5 - 14 12 B 65 55 4 - - 13 f0 BB 6 4 3 - FOR INSTALLA71ON INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14- 12 9 7 p 45 - 14 105 7 55 45 3.5 - - 25 9s 5 - - 12 9 B 45 4 3 - 9 7 4.5 35 J (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 14 10 7 - - - - - 14 105 7 SS 4b - - - 1.5&5 55 4.8 78 - - 9s 7 4.5 - - 14 T1s 7.5 B 9 - - 12 9 6 4.8 4 - (D) SEE SCHEDULE BELOW'FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•-0. 14 12 10 - - - - - 14 12 a 65 55 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: ib 0.5 4.6 - - - - - 11 B 55 4 3b - - - B 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.5 9b a - 13 9s Bs 5 4 - 05 B 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - 14 10.5 7 55 45 - - 11 BS 55 45 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR ANCHOR TYPE 14 12 - - 14 T1s 75 6 5 - - - 12 9 6 45 4 - - - FACTOR OS 8 - - - - - - 10 75 5 4 3 - - - 7.5 95 4 3 - - - - ACTUAL TAPGON WITH ADVANCED TAPPER.+ 2s B.5 - - - - - - 12 9 e 45 4 - - - 9s 7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING 8 8 - - - - - - 13 Bs I5 5 - - - - DS 75 5 4 - - - - 1 V BLADE DICTANCE 14 12 - - - - - - 14 105 7 5b - - - - 11 B.5 Ss 4b - - - - ED. MIN.SPACING=3• MIN.SPACING-3• MIN.SPACING 3 1/2' MIN.SPACING 3' 3 3/4' 4• f0 71 - - - - - - 9 7 ±--5 35 - - - - 7 5 3b 3 - - - - HV D W POURED CONCRETE& PgpED oDN R3E aoo>=am POURED CONCRETE& POURED CONCRETE&PUM CITE CONCRETE BOOK 15 8 - - - - - - 11 B 5.5 s5 - - - - 9 65 45 - - - - - IN CONCRETE 9" LEN FD.=3 1/2'AEN.ED.•2 1/Y NKR M CONS��BLOCK UK Fa,1/7'MR ED..2 f/Y 37 7s - - - - - - - 12 B e - - - - - 95 7 45 - - - - - 3' 1.0 0.80 1.0 0.78 1.0 0.64 1.0 15'-0' 14 - - - - - - - Sb 10 6.5 - - - - - 05 a 5 - - - - - BLADE WORKING z 1/z• - 0.81 1.0 - 0.67 1.0 9 - - - - - - - ab es 4 - - - - - 6.5 6 3 - _ _ _ _ IN UNISON 70 a B - es 0 4 - - - - 2• - 071 - 051 - 7 - - - - - - - 1s B.5 05 - - - - - 9 es 4.8 - - - - - 1 3/4' - 091 - - - 0.43 - 16'-0' 141- - - - - - - 25 B5 B - - - - - 10 75 5 - - - - - - a - B B 4 - 6 45 3 _ _ _ 1 1 2' 0.35 - - - - 0'35 95 7 5 - - - - - 8 8 4 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 491 TIL A/i ©2015 EASTERN METAL SUPPLY.INC. �`` • �'�'4 BERTHA H TM �ENSF s W-si IL E C O TNC.� A■S■S■A■ Kv Accordion Shutter System MADE#1 W/OR W/O RV. YaN M MADE 9�1�/-� American Shutter Systems TILUT TESTING & ENGINEERING COMPANY LY.N DESCRIPTION SATE N.L DRAWN 8Y: 307,v aAssociation. Inc. 1 OLD 11-192 4/13/15 DATE. 4/13-fl56"5 N.W.36N.n.Ste. WGWIA GAROEN9,i7ARIM 3318 4268 Westroads Drive 2 Phone:(30.5)871-1530.Fox:(305)871-1531 DRAWING No p1)7,.-FLOR C3� a-mail:UHecocaai.wm West Palm Beach, FL 33407 3 SAA S•••••••••(G\ �.� E9-OOGa719 4 15-085 A/AY S1 ON A%- 11�``` WALTER A TILLIT Jr.P.E. 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V V V vN-v sN.N,vR:!v .1= V1.12�2o�'n m 2!!12 2qhm-q-I -INm m2n n CN.u: Nn d1Nmpplnn002 2 2m0�00 yym 0^ �n ^ f� 1m moo ngmm m m m m m m m m m mmllllllll 11 llllllllllllllllllll 111111 FF^ 3 �mgmmgqmmmmmmmm mgmmmmmmq mmmmmmm mmmmmmlll lilllllllllllllll � $mmgmemgmmmmmmmmmemmmmmmemmem mq mmm mmgmmmlllll 1111111 .� � tiPPpPmmmaPpm mpoPa.m mmPmmP mPmm Pp mPmmm mpmPemm Pm mPp pmllllllll ' 0 SIR 0 0 0 0 0 0 8”O' 0 0 0 0 R"^8 0 0'0 0 0'0 0 0 0 0 0 0 0 0 0 0 0 0 VIVIVFVVV���� Y^Y♦Y^r .� Y:Y^Y'�^^ 0 0 0 0 0 Q o q 0 0 0 .q q 17 K f N 0 IN m to C N IM Y i0 fD ►,f,AXIh�Uh� ASD DESIGN PRESSURE RATING (n a f.) AND CORRESPANCHOR SPACING (in) SCHEDULE FOR A (3`IVFN IF!/LY SHUnFR SPAN NEGATNE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING_MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). !E3 U B EE3 TRATE SOUTHERN PINE No. SPRUCE PINE -SPRUCE IN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. CDX 2oW/MINFl.G=0.55. FlR NORTH FlR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN G=0.50R W/ W/ MIN. G=0.43 W MIN. G=0.36 MAXIMUM � I, SPAN(fQ WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS NS B.O.WALL S&V MOUNTINGS B.O. WALL MOUNTINGS &O.WALL dM�NiINGS W & X W& X W & X ®NLNE I0M6906(4 0W W M BES R=(I4 Nfm RM an(4[12 001 WAOR F=f WM(p� MVI ON BII9R WO LFn -II81K--W 30 40 60175 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 1606 90 05 30 40 60 75 90 65 30 40 160175 90 05 40 60175 90 05 3D 40 60 75 90 OS 30 40 60 75 90 OS '-0'OR 2 10 10 9 8 8 6 6 6 6 6 6 12 10 1019 8 8 6 6 6 6 6 6 12 10 1019 B 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12112 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-O' 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 U 8 6 B 6 6 6 6 12 10 10 9' 8 B 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'�-O' 12 10 10 9 B 8 6 6 6 6 6 5.5 12 10 10 9 8 B 6 6 6 6 6 5 12, 10 10 9 8 7 6 6 6 6 6 5 6 5 414 4 3 12 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 OS 6'-0' 12 10 10 9 8 8S 8 8 8 8 5.5 4S 12 10 10 9 8 5 6 8 8 .5 5 4S 12 .10 10 9 8 3.5 8 8 8 6 5. 4.5 8 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 16 10 9 8S 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 8 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 414 - - 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5&5 d4.5 8'-0' 12 10 10 7.5 4.5 3 8 6 _L.S 4 3.5 12 10 10 8 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - 8 6 5 .5 3.5 J 6 5 4 - - - 12 12 12 12 12 12 12 12 12 11 9S 72 12 1.5 9 7.5 9'-0' 12 10 10 5 3.5 - B 6 5.5 .5 .5 3 12 10 9 4 - 8 8 4.5 4 J J 12 10 4 3 - 6 6 4.5 4 J 3 5 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1. 9-5 8.5 12 12 10 8 6.5 lo'-Om 12 10 7.5.4 - - 6 6 5 4 3 - 12 10 6 3 6 6 4 .5 3 - 12 10 3 - - - 6 8 4 .5 J - 8 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 0. 8.5 7.5 12 12 9 7 6 11'-0' 12 10 5.5 - - 8 6 4.5- - - 12 10 4.5- ^ - 6 5.S 3.5- - - 12 10 - - - 8 .5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 72 12 12 9.5 8 7 12 12 8 8.5 5.5 72'-0' 12 10 4.5 - - - 6 6 4 - - 12 10 3.5- a65 - - - 12 10 - - - B 5 MP- - - 6 5 - - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-0' 12. YO - - - - 8 8 - - 12 10 - - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 0. .512 114'-0' 12 10 - - - 6 5.3 - - - - 12 7 12 7 - - .5 4.5 - - - - 8 3 - - - - 12 12 12 9.5 6 6 12 12 9.15'-0' 12 - - 6 - 12 - - - - - 5 - - - - - 6 - - - - - 72 12 11 9 7.3 5 12 12]6'-0' 72 - - - - - 6 - - - 12 - - - - 1.5- - - 5 - - - - 8 - - - - - 12 12 10. 8.5 6.5 4 12 12. 4 n HV BLADE OR n HV BLADE Wf. �A HV WINDOW BLADE WORKING IN UNISON* •SEE U ARI OF USE FDR ®ADE NJ[DN SHEET 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SWILL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=6S5(N.DS) -1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDDL W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.60(N.D.&) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE MR NORTH W/G-0.43 EXCEFRON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.&) -MIN.1/2'CDX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF TAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMNfE MT10NS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane lone ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM �+ 11��FcoA■S S■A■ Accordion Shutter System ...... 11,E /T,-LEC NC. FW,BLADE#1 W1 OR W10 H.V.WIWN BLADE \Q COMPANY American Shutter Systems EW.N DESCRIPTION DATE DRAwN Br: M.L. TICCIT TESTING & ENGINEERING CO Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 mow,aa167 ;y P N.Whon 30th. 5)SL..sol, . ox GARDENS,FILDRIDA1-153 331614268 Westroods Drive 2 T Phono:(305)871-1530.Faa:(303)871-1371 DRAWING NO .-mall:tilt-ft.T.com West Palm Beach, FL 33407 3 15-085 EB-0006719 4 STATE OF WALTER A 17LLB Jr.PX 3 ET FLORIDA LTa O 44167 a SHEET OF 20 ���ii 'tS.Clnnl INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV & 64 HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEZE C1� ON SHALL BE LIMITED T9 105.0 ppf. A.S,D, PRESSURE RATING SEE SHEET OR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & MWORKING IN UNISON 1 4'0 TAPCON OR Q E 2'MIN. YAPCON WfiH ADVANCED 4'x8•(Min.) DFEDGE(IF APPLICABLE) THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. STRUCTUW/1 1/2'Min.PENETRATION 1/4'0-20x3/4"S.S. OF EXISTING WOODUACY BEAM OF THREADED AREA TO 1• PHILLIPS TRUSS HEAD TO BE CERTIFIED BY E]GSEING WOOD HEADER MACHINE SCREWS REGISTERED ENGINEER OR EXISTING WOOD Min, (SEE SCHEDULE ON SHEET 15) W/1/4•-20 NUTS ARCHITECT PRIOR TO TRUSSES OR 24• 18 8 12'O.C. SHUTTER INSTALLATION. 1/2" 1/2" D.C.REQUIRED 21 OR 1 1/4'0 TAPCON OR EXISTING SOFFIT TAPCON WITH ADVANCED ,257• THRFADFORM TECHNOLOGY 3/4'Mcz.THK z \ Max. W/1 1/2'Mm.PENETRATION E Q 814x3/4" E 'z4'x7/8'CONT ALUM.LUBE rim, OF THREADED ARTA TO S.M.S. (6063-T6 ALLOY)W/ ;: II PTONAL E70SPNG WOOD HEADER. ®6'O.C. I (3)5/16'0 LAG SCREWS To (SEE SCHEDULE ON SHEEP 15) 1 or 1© or 1© I 1 or 1©or 15 TACH RAFTER oR TRUSS. LOCATE LAG SCREWS AT I MIDWIDTH OF EXISTING WOOD 1 ,hEXISTING MIN 21.4" 1 I OPEN HOLE AT EACH ORI)W/22 Min.NOMINAL EDOSRNC. HEADER REQ'D GLASS 1 MIN.SEPARATION TO GLASS I STUD TO ACCEPT PENETRATION OF THREADED 1 (SEE SCHEDULE ON SHEET 71) �L T1SG I $/76'0 lAG SCREW AREA.VAUO FOR -� AT CENTER OF TUBE INSTALLATIONS WITH 72psT MAX.AS.D. DESIGN LOAD AND 1'M SFPPRAIOHI ). E7OSTNG 1 17PL SFPMWIQ7 �N 9'-0"MAX. SPAN.THIS ®HV WALL HEADER INSTALLATION 1 SMIEEXILE a„� CLASS To�(SEEINSTALLAT ON IS ONLY WWO -�11 FOR BADE mA`m ♦ 15aEIIdE ON SHOT FOR WOOD W/MIN.SPECIFIC I w s2ET 19 F®R C1 OR ® '�11 FOR MADE ON SHEET 19 RR GRAVITY OF 0.50 AS DOUGLAS BA06tfl 6:® I I 9AOE$mh� ♦ FIR OR SOUTHERN PINE No.2INOTES . 1-SEE SHEET 4 PoR TYPICAL SHUTTER ASSEMBLY 1 OR ® OR EOVAL. 2-MOUNTING SECTIONS CAN BE CaMBINEO � OT HV CEILING INSTALLATION �+ IN ANY WAY TO SUR ANY INSTALLATION. U. V CEILING S LLATIO I —"— 'To -00R ®♦ MIN. 1 IMIN.SEPARATION TO GLASS --I 1 ��LL�� EXISTING(SEE SCHEDULE ON SHEEP 11) I aR eL 19FCR 1GVSg\ H��A (SEE SCHEDU1)EY'G% I ION SHEET i l)L ON jWatt HDRoa1FINISH I I 14• 810x3/4'HIX GLASI2•x6"MW.WOOD Max. 7 WASHER HEAD TEK I DECK REQUIRED ,,.. .+c•L". SCREWS®12•o.c (NO FINISH MT-P OR 2•x6•MIN.WOOD AIypYEp) DECK REQUIRm(NO FINISH ALLOWED) 2' 1' OF E EDGE_OF DECK 19 EDGE OF DECK _ DECK IF IF APPLICABLE IF APPLICABLE APPUCABLE .-- 1. 1/4.0-20x3/4•S.S_ --- F't 1//4'0 TAPCON OR PHILLNS TRUSS HEAD 2 'i�; YAPCON WITH ADVANCED Mi 1/4-0 MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED 2514.'Z. THREADFORM TECHNOLOGY W/1/4'-20 NUTS THREADFORM TECHNOLOGY W/1 1/2•Nin. 2'MIN. SILL PLATE - W/1 7/2•bin.PENETRATION ® 12•O.C. 1/4`0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. PENETRATION OF THREADED RED•D. _ OF THREADED AREA TO TECHNOLOGY W/1 1/2'Mtn.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER-(SEE '•� DasnNG WOOD HEADER AREA TO FJLISIING WOOD HEADER(SEE SCHEDULE ON SHEEP 75) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) -SEE UM ATIa.OF USE FOR QX HV WALK—OVER INSTALLATION QV HV 'WALL SILL INSTALLATION BLADE ON SHEEP 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone a'�ER A. T/j j ,. ®2015 EASTERN METAL SUPPLY,INC. y'P''\\CENs�;T✓� BERTHA HVTM er System c o �N�. A.S.S.A. Sy Accordion Shutt m * * American Shutter SystemsH.V.RADE#1 W/OR W/O RV.WINDOW BLADE Y REV.N, 6CRI DATE DRAWN B -C: Com• TILLIT TESTING do ENGINEERING COMPANY /� ••, Q 6356 N.W.36th.SL,Sb.W%VIRGINIA GMd1ENS,FLORIDA 311E .1BOCIOtIOr1. Inc.. t OLD 11-19-19 OW-- 42 4/13/15 4/133/15 All- Phone:(305)871-1530.Fax:(3G5)871-1531 4268 Westroods Drive 2 DRAWING No �% F c ma6:Ult6w0col.wm West Palm Beach, FL 33407 3 15-085 .,,''sn/0••.....C.•'•r�```� EB-0006719 Aifool#TNAL 1(,E1AA�` FFLLORIDA~U�.#LLIT 44165E 5 SHEET P.E. SEAL�S�I'�PAYURE/DATE 6 17 OF 20 END INSTALLATIONS n HV BLADE OR (B WINDOW BLADE INTO 2'W" MIN. WOOD STUDS 2`1, NPL WOOD SUDS In'0. 244'NIN.wow ria•uw. SUDS RDYD. WOOD,STUM APRIC \ / '/iwaaaoa oz. \ / (WAS ucnetF) rem \ / 1S'/Y"PQ 11 '1 1 \ / • RNSSN E)0571N0 GLASSF a'' D� OW NG 1 — NDS ow. ? FOOSRNO CUSS ONO GIASS 'I / IXISIINO GIASS � � L — � / \ 1/Y NN.Nit /ED \ IDL SEP/AAIOLSEFwwION R NEL 3AYwID1 -m am P 1/2' L)I cox TD uas.SF IDL 1/2• 1N.Inx 10 OAS(gE R11YO00. a SGmN•r ON(j)AN TO 4A�(� Y 11 FOR WAND 1/Igy 7• 11 RR 9110EmNa a It F.WR ON SNDS PLVNODD" ! 9I�®#® (ALOu�(Q ft Rta91 1/2• ai SHEET/D® It RA19A0E mN0 1 ION SHEEr 19 EHE IDN ', t/2 aADtSme: WALL arm®s(g) 1 MIN. AMI o I //22 L�us l•m r Mai oie'8.a S.M.S. Iwt//22 sus ¢ (((1e1))o91-m ALLaONc�lt (3)1%i� N4ro 5 4 Drtan soea4) a 1 OR�• SEE DEENL x Fro 1 OR®• 1 OR SOLE COMECRON �D�rETO r FOR ON OR® '°'Ruaas SEE DEFAIL X FOR ®���©O��eO'®•®� N OO ® ®®®•® END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL® E CONNECTION DETAIL owNO • REWIRED 0117 EOR SPANS CWA7ER THAN 1Y-0• 24P NN.WOOD /4Y'ANGORS 1/4'0 TAPCON ANGIO 10x1/2'SNS. GLASS--\SRxiS R D w/� 0 12•as /• W/1 /LI PENERAOON o 12•aG 70G� ¢ } SEE LIM�ATIONS OF USE FOR 1@L� / 1/2•MIN. 7�1 KR DI DE m ¢ BU1DE 1 ON SHEET 19 SamLE W 9�g! 5 9e rs®na ----- n SHOT E�z 9mb m 1/2 Mw -—- -_-- _____ s s OR®00.�DR f AMM 4 -----MII -IM1QOR • OR VIEWWAu FINL41 244•NOI.WaPLANSNDS REO'D. ©•0•®��•Q•®� O'O•®�©•T•®� DETAIL X END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \1111/EA 1 ©2015 EASTERN MEML SUPPLY, INC. 1Zt/ BERTHA HVTM CEN .•/��.,,� _ IL E C O HNC. FW A.S■S■AI. Accordion Shutter System .RAM#1 W/OR W/O FW WND17N BLADE = �T// TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems •INCDESCRIPTION DATE DRAWN BY: N.L rTATE OF *� am-N.W.]6th.SL.Ste.30S•VIRGINIA,OMDES•FLORIDA 331 268AssWest oadon, Inc. 1 OLD 11-192 4/I3/15 DATE 4/13/15 ���� :(305)871-1530.Fax 1(305)8/1-1531 4268 Westroads IDldve 2 DRAWING No —matt:Potac.Oaat.eom Wt Palm Beach, FL 33407 3 ,�� • �ORIDP.• ��. ®-0008719 es15-085 •••••••• ••�?� • WALTER A TILUT Jr.P.E. 4 P. DFLORIDA Ua/44187 5 SHEET E. 3GAINIY�RE/ ATE D 18 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ((A1 HV.* BLADES AS APPLICABLE v MAX. SHUTTERSPA L+ OR L— 0 I S TIO S O WOOD T BLADE 1 ONLY SHAL WALL FINISH BE LIMITED TO 105.0 DESIGN U SEE SHESHEEX 19 FOR MAX SPAN & 1/4'0 TAPCON OR A.S.D. DESIGN SU FOR S E 1 & IA) WORKING-IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/1 1/2'Min.PENETRATION N; TAPCON WITH ADVANCED THREADFORM TECHNOLOGY —�— �:- OF THREADED AREA TO " W/1 1/2'Min.PENETRA11ON OF THREADED AREA TO EXISTING EXISTING.WOOD HEADER. ';:` WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1 m(�T$(SEE I I I 1 OR (SFE SCHEDULE ON SHEET 15) 1/4.0-20x3/4'SS.MACHINE F_SCHEDULE ON 9rF.Ef OR STI) iV 17'7aR�S SCREO 12'WO.C.S W/ 1/4'-ZO NUTS 1 I1 FOR BLAME do) ON SHEET 19 RR % C% ;.v' 1'Min. OOSTING 1 BIA�mg(2) Q '� GLASS-� WALL \ a Z ) OR 1 r 1 FMISI •; Z \�-1v i `'� ::�y>;r�,,;�• WALL 1 .EXISTING MIN. I " FINISH tv ) OR� 1 2'x4"WOOD I OR Li IXISTING MIN. 1 HEADER REQUIRED ® 1 2'x4'WOOD s \ EXISTING I I HEADER REQUIRED tf"0 TAPC0FORM OR TAPCON WITH ADVANCED MIN, 1 1 1 4s Mi.. PENETRATION TECHNOLOGY W/1 AREA Min. PENETRATION OF THREADED MFA TO GLASS--1 10 GLASS(SEE MIN.SEPARATION TO GLASSOISTING WOOD HFJ10ETt. ' �--SCIEOLAE ON SFE 7 EXISTING 't (SFE SCHEDULE ON SHEET 15) 1 ION SHEET 19 FOR GIAS" ( SCHEDULE ON SHEET 11) I y,.. 2'z4'CM.SILL 1 9ADFS m is Ql� PLATE REWO. _ OM HV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION OO IN STAL I II MIN,SEPARATION III GLASS I EXISTING 1 MIN.SEPARATIDN TO CLASSL.R II (SEE SCHEDULE ON$HEFT 11) ) G1AS5� IXISnNG /��—(SEE SCHEDULE ON SHEET 11) ) IXISTINC >: 2,x4,CONF-� MIN.SEPARATION TO CUSS t I ) GIASy I G1 WOOD PIATEI(SEE 5(3lEDUlE ON SHEET it) 9 1 g REWD. �i I • 1/4'0-20x3/4'S.S. w i.. 1/4'0-20x3/4'S.S. 1 MACHME SCREWS T 1 USING 1/4'-20 NUTS I I .r�.. „^'�i•KS MACHINE SCREWS W/ iii 1y� I 1/4'-20 NUTS O 11 O 12'O.C. FINISH '="• O.C. 1 `« I PM I DRQ :a•�.^ 151 2'x4'CONT. II • WOOD PLATE ( ��' 1�i• REO'D. I n. 1'Min. iV 1'Mtn. 1/4.0 TAPCON OR TAPCON WITH ADVANCED \ DRTHREADFORM TECHNOLOGY W/1 1/2 � ' 2•x4'OONi. Min. PENETRATION OF THREADED AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED ;�* SILL PLATE EXISTING WOOD HEADER. '•ey THREADFORM TECHNOLOGY W/1/2° 1/4.0 TAPCON OR !(Q1E: REQ'O. (SFE SCHEDULE ON SHEET 15) TAPCCN WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL Min.PENETRANON OF THREADED AREA INTO PLYWOOD 1/2 MIN.CD THREADFORM THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH ` (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4• pLYWOOq REQ'D. W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE ~. STUDS O 16•D.C.MAXA. THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2'MIN.COX PLYWOOD REQ'D. REQ'D.PLYWOOD TG BE WALL FINIS (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. HV WALL SILL INSTALLATION ISTING MIN.2'x4'STUDS O 16'G.C.MAX REQ'O. ATTACHED TO STUDS IN . PLYWOOD TO BE ATTACHED TO STUDS W ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE qO HV WALL SILL INSTALLATION SEE UM1CAnots of u OF P HV WALL SILL INSTALLATION F.B.C. BLADE ON SHEET C1>7� -- FLORIDA BUILDING CODE Ron Nigh Velocity Hurricane Ione 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A■S■S■A■ Accordion Shutter System �,/ FLV. &OGLE#1 W/am?W/O FLV INNDOw RADE ` .A TILLI7 TESTING & ENGINEERING COMPANY American Shutter Systema Ev N 'DES1aOPnoN DATE DRAWN BY: M.L. k s k * 6357 N.W.38th.fie,Ste.305,%IRMIA GARDNS,FLORM 3316 Association, Inc. , OLD 11-192 4/1J/1s DATE 4/13/15 e, Phone:(305)871-1530.Fax:(305)871-1531 4268 WeStroads Drive 2 DRAWING No tilAl 1:9' R ' e-matt:tiltaca®oasam West Palm Beach, FL 33407 3 %,oc . LORIDP g FE-00067,9 4 15-085 ,� �. '•.........•'G,\ `.. WALTER A TILLTf Jr.P.E. P.E'� I@1fiR �bATE FLORIDA Uc.0 44167 6 SHEET 6 . 16 OF 20 GENERAL LIMITATIONS AND CONDITIONS OF USE FOR 130M_ A G 1.MAX A.S.O.DESIGN PRESSURE RA71NO:+110.- 110 Ps.r. 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNRNGS;A D,G&H ON SHEETS 6.7;AS WELL,AS MOUNTINGS M.O•T.U&W ON SHEETS 16& 17. 9 ONLY CEMERNATES 2 (BOTH W/�4 OR 2�` ARE ALLOWED WfiH'1�1 �OR� NARRAyBEM INA OR OPPOSING U MAC S CASE OF OP NO UT, MUST BE INCLUDED ONLY AT IXTf3tfOR ACCESS SIDE OF 16 a LQITQNMA • , EYP.E0.END S.(A)FIV WINDOW BLADE(9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 ENS WINDOWS a. • • ♦ , ♦ , • ♦ OF ANY 3 0 F FOR�4(64 SHNL B OR��H EDGE OF HV WINDOW BLADE ALLOWED AT HV WINDOW BLADE® , WIINDOOW BLAODE OR Qq BLADE COMING our FROM STARTERS AT ENDS MAY BE HV • • • • • . • 1�l 1 (D)HV WINDOW BLADE 1O MUST BE USED ALTERNATE TO A SOLID FN BLADE 1Q THROUGHOUT SHUTTERS WIDTH. ♦ ' +� . . , . . . (E)C TEs 51Nui ALWAYS BE INsrALLID ADIACENr TO A SOLID FN 1, x • BLADE 7 AT ETTHF3N SIDE OF THEM. SEE END l N (F)POLYCARBONATE HV WINDOW 0 SHALL BE INSTALLED SO TW TABS FACE CONNECTION • • ♦ g • • , , , ♦ THE INTERIOR OF•THE OPENING BEING PROTECTED.HV WINDOW(0 MUST BE DETAILS ON SHEETS ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. 10&16 NP. ;BW INC. FULL HEIGHT. 1 1 0g3 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME @If LDINGS ON SHEET 15.AS LIMRED BY SPAN AND DESIGN LOAD(SEE NOTES z ryp Pt &2 A9001E). lv Cm„ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.MINIMUM SEPARATION TO GLASS.SCHEDULE•PER ASN E-1996: (SEE PLAN FOR REQUIREMENTS) ,� D H EYP TOP&BOTTOM W ) aR®aR� 'lel/ WIND ZONE MINIMUM SEPARATION TO CLASS NLIMITED WI 1 THRV 3 1' ELEVATIONMEL SEPARATION TO GLASSEXISTING GLASS SEE SL}FDIAE ON SHEEEr 11 FOR 9ADEQ 4 625' _. AND ON THIS SKEET FUR BLADES Q& --5--------------- --------��=----�1�-�--------- --------------- TYP. 1 \ 4 AND W19:?OMR 9(SEE NOTE 4 ABOVE) 16 ®0 � TYP. SYMA�€IWC'A�CENTEfiMATEs W/C ISEQ€NOTE 4 ABOVE) PLAN \\ 4 i TYPICAL HY BLADE WORKING IN UNISON WITH BY WINDOW BLADEC1A1 SHUTTER* ���--- N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,T11111111111111gAr ®2015 EASTERN I,(ETAL SUPPLY, INC. ,.� ER A:.?I<<iT� BERTHA "V TM A S S A Accordion Shutter System /TiL E C O �Nc. ■ ■ ■ w KV.MADE#1 W/OR W/O FLK WNDUN HARE * = American Shutter Systems IEV.N DESCRIPTION DATE DRAWN BY: ILL. TILLIT TESTING & ENGINEERING COMPANY *z ASSOCIatiOn� Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 �. STATE - 63ss N.W.36M sL,s1a.Nos,vRcwu cA305)8DERS,FLORIDA-15 331e DRAWING Na r DF (305)871-1530.Faa:(305)871-1531 4268 Westrbads Drive 2 O'•. F �� a-mall:tRtowOao4mm West Palm Beach, FL 33407 3 C ��i�•♦�s3i% .......`G� S��` WALTER A.TLUf1Jr.P.E. { J-085 TERP.E.AA36gQy `1Tt��E/DATE FLORIDA U..g 44167 5 SHEET 6 19 OF 20 •THICK INSTALLATIONS W HV BLADE & HV CENTERMATES (RI -12.000"Max. IAQ�--653 GRADE 40 MI..G-110 GALV.VnML -.063" w METAL sruns AT Is-D.Q. ,r. • 3b INTO METAL STUD WALLS 0 6"Oc. 40 41 d a 1/2" 75" EI ® 1/4"® NOMINAL GENERAL LIMITAnONS AND CONDITIONS OF USE ALUMINUM SLEEVE FOR BERTHAO)W,BLADE ACCORDION SHUTMIR 6063-T5 ALLOY 1/4•x 0.035*THICK Min. SMEL TRACK CHANNEL SYSTEM_IN METAL L MID WAIJ-5 3.000' ASTM A-W GRAM 40 Urn.0--GO SEPARATION M GLASS SCHEDULE CALVANUMD FAMIENIED TO STUDS Mk. -TOC SCREWS ON G FINISH 3 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (PSI).902VI&NEQUOR I'Aa AS APPLICABLE 1 2. MAX.. SHUTTER SPAN: 84' WIND ZONE MINIUM M A$TM E-1996 SEPARATION LENGTH47 EXISTING GLASS MN.SEPARATION 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TO GLASS GLASS (SEE TO SCHEDULE) 1. 1/-4"0-2QX3' BOLT v 4. ONLY ATE 21 W/ 24 HV LOCK ARE ALLOWED I THRU 3 MUST PENETRATE ENT=GED A METRICAL LAYOUT. I (Iryp WITH rH 21)AR U 0 USE 0 (2)n35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" ale.1 1/4,0035"I=H M" EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250. N-37Y.1 a... CONT.GO V.S;.TRACK NEI AS APPLICABLE CENTERMATE. A-03 GRADE 40 Mi..G-60 FATo W1(2)f8,.I/.%D SCREWS N NTMOR&D(TERIOR FACE \0 6'D.C. 0 6"D.C. N L '0-20 THREADS . ..�"'.:'...-:-I BLADE SLACK DETAIL HVF IS ALSO VALID FORII/4"0 ELCO'CONSTRU(MON 2- CENTERMATE 21 2 APPLICATION WITH BLADE 1 PRODUCTS FAR-LOK HD I 1/2-x 0.035-THICK 0 6" O.C. ASTM A-453 GRADE COMPONENTS Min.G-60GA12V.STEEL UAL MUDS AT 16'O.C. WALL HEADER/SILL INSTALLATION M EXISTING RINI H AS APPLICABLE SCALE: 3/8". 1" vA (Typ.TOP FINISH -Z 1 3/4x 6 1/4'x 0.035"THICK Min. ONT GAUV STEEL TRACK CHANNEL.EXISTING GLASS - ————— - ASTU A-653 GRADE 40 Min.G-60 GALVANQED FASTENED M STUDS I; SYMMETRICAL !! I• SYMMETf2YCALW/ (2 160/2-TER SCREWS ON MIN.S N." a I OR EXTEZRIOR FACE EPARATTO :V LASS �2 EDULE) M. �rQENTERMATES :CENTERIVIATES W To G :(SEE SCH INTERIOR ACCESS SI SIDE -v (Typ-) IN (6'Min.) tNN 2 y 2 + + 2 2 -11- 21 21 t 21 LOCA D AT i . W HF4DER/S1§ENDS VIEW Y �6"Mi SIDE CONNECTION TO TRACK 6 1/2'(ryp.) n� 6 1/2-MAX. SLACK (Cont.) HYR BLADE SLACK DETAIL HVE B-V-Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 0 2015 EASTERN METAL SUPPLY, INC. P.TIZZ N& -- BERTHA HVTm Accordion Shutter System A.S.&A KV.RADE#1 W/OR W/O H.V.WINDOW RAM Shutter System, ZEV.N, DESCRIPTION BATE DRAWN UY. M.L. TILUT TESTING & ENGINEERING COMPANY Assoclatton. Inc. I OLD 11-192 4 13/15 D /'5 SM N.W.38th.St,St.30%VMGINIA CARfVN%FMCA 3316( :-A— i'/! f-a* ruw ng: Phan (305)871-1530.Fax:(305)871-1531 4268 Westrocds D6ve 2 DRAWING e-mall:tntacoaaal.conn West Palm Beach, FL 33407 3 M-0008719 15-085 % it C�IDP.. 4 WALTER A.TILLIT J,P.E. S/0' FLORFDA U.9 44167 5 SHEET P.E. W'H DATE 6 20 OF 20