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HomeMy WebLinkAboutSET UP-INSTALLATIONI 0 GENERAL NOTES: I. BERNe, X.V. ACCORDION SHUREI( M'IEM SHOWN ON THIS PRODUCT EVACUATION DOCUMENT (RED.) MAE BEEN VERIFIED FOR COMPDANCE 114 ACCORDANCE MTN THE 2012 (616 EDITION) OP THE "'IDA BUILDING CODE. THIS.A000RDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH WLSON HURRICANE ZONES. DESIGN WHO LOADS SITYL BE DETERMINED AS PER SECTION 1620 OF ME ABOVE MENTIONED CODE FOR A BASIC WINO SPEED RIMMED BY THE 4U ISDIIC➢ON WHERE SHUTTER STILL BE INSTALLED WIN A DWECTONPLITY FACTOR KB-0.85, USING ASCE 7-10 AND SHVA NOT EXCEED THE OAAX114UM (AZT DESIGN PRESSURE RATINGS INDICATED ON SHEETS It THRU 15, 19 To 20. W ORDER TO VERIFY THE ABOVE CONWIRM. ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 S. BE FIRST REDUCED TO AS.D. DESIGN WHIR LOADS BY MUL➢PLANE THEM BY 0.8 IN CREDITS COMPARE THESE W/ MAX. (&S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 MRU 15, 19 & 20, IN ORDER TO VERIFY THAT ANCHORS, ON THIS 0.E0., AS TESTED. WERE NOT OVERSTRESSED, A 3S R INCREASE IN ALLOWABLE WADS FOR WINO LOADS WAS M USED IN NOR µALYS6. BERHA H.V. ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF ME ABOVE MENTIONED LODE AS PER ATL REPORTS: -M BVDE O EM14.01-03. 10715,01-0. 11004.01-05. #1214.01-05, 10312D2-05. 00609.01-10 MID 00210.01-11 AS PER TAS 201. 1* 202 MID TAS 203 PROTOCOLS & 1122001-10 AS PER TAS. 201. TAB 202 & TAS 201 PROTOCOLS LARGE MISSILE. -M WINDOW RUDE (0 10505101-08 AS TAS 201. 202 & HIS PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. 2. HV BUOE (D AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WIN EACH OTHER UNDER THE GENERAL LIMITATIONS µ0 CONDITIONS OF USE INDICTED ON SHEET 19. 3. SERTHA N.V. ACCORDION PINS MY SCREWS). USED AT BWES KNUCKLE AND FOR DIRECT MOUNT CONNECTOR TO TRACKS SHALL BE Y 102J5 µE / 101.25 RESPECBVELY. 410-HT MINIMUM SERIES SHEAR ESS STEEL SCREWS NTH 1350 vel YIELD STRENGTH AND 180 ksl TON ILE STRENGTH PINS SHALL BE COATED WITH BERTHA W DACROSHIEL) CONING MEDIA AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED NTH JAMS N SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR ME W NARKING ON RIEIR HEN: C HL ALUMINUM EXTRUSIONS SHALL BE AWAUHUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 ME 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY 1S 31.7 kW AND 357 Mi FOR 6005-TS ALLOY. 5. A}L SCREWS TO BE STAINLESS STEEL 304 OR SIG AN SERIES OR CORROSION RESISTANT COATED DAMON STEEL AS PER DIN $0018 MTN 30 ksi MIN. YIELD STRENGTH AND 90 ksi LAIN,. TENSILE StATNCTH AND SIMPLE COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3A. 0. GOLDS TO BE ASEN A-307 CALVMUBEO STEEL. OR AN 304 OR 316 SERIES STMILESS STEEL MR 35 kU MINIMUM YIELD STRENGTH. >. SEE DIE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BUOE (D 112.13,14,NA,15 AND 20 .HV SILAGE (D & 0 WORKING IN UNSON: 12. 13 & 15 8, MIS EETHA FLV. ACCORDION SHUNTER MEDIA BEARS A U.S. PATENT I0479,582. COMPONENTS OF THIS APPROVAL ME COVERED, IN WHOLE OR IN PART BY U.S. PATENT ®SVSI ISSUED TO EASTERN MEW- SUPPLY, INC. 0 IT SHALL BE DIE RESPONSIBILITY OF ME COMPACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, CONTRACTOR TO SEAL/CAUIY ALL ENTER COMKNFNT EDGES WHICH BERL IN, THRU MORNING lit CONTINUOUS CONTACT AM ME OUIWINO TO PREVENT WIND/RAIN INTRUSION. 10. UCH UNIT MUST BEAR PERMANENT LUMP. IN A MI PLACE WITH WARNING NOTE: DURING PERIODS Of HURRICANE WARNINGS HOME OWNER. TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENRRMATES AND ENGAGE OR LOCK ALL M1Y AND NO LOCKS. 11, SHUNER MWUFACNRER'S LABEL SHALL BE LOCATED ON A RFIDILY MI LOCATION AT ACCORDION SHUNTER IN ACCORDANCE NED SECTOR 009.9] OF FLORIDA BUILDING CODE. ONE LABEL SHNL BE PLACED FOR EVERY OPENING. UBEUNO TO COMPLY WIN. SECTION g09.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA RV ACCORDION SHUTTER SYSIEM'S INSTALLATION SHALL COMPLY WTH SPECS INDICATED IN MIS GRACING PLUS ANY BUItOING ANO Toro- REGULATIONS PROVIDED BY ME 1URISDICTON WHERE PERLIN IS APPLIED N. 1S. (0) MIS RE.D, PREPAPED BY MIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION 11 A SITE SPECIM PROTECT: I.e. WHERE ME SRE CONDHIONS DEVIATE MOM THE P.E.D. (6) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE MO INSTALLATION INCLUDING LIFE SAFETY OF MIS PRODUCT. BASED ON THIS RED., PROVIDED HE/SHE GOES NOT OFMTE FROM THE CONDITIONS DETAILED ON NIS DOCUMENT. CONSTRUCTION SAFETY AT SIZE IS ME CONTRACTOR'S RESPONSIBILITY. TABLE OF CONTENTS AREA, 11 HV BLADES nil & a GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-39 SHEET 3 TYPICAL SHUTIER ASSEMBLY 38-44 AREA >• HV RI ADF n AND HV WINDOW SHEET 4 gi AnF (lA TWHER APP I .AR E) TYPICAL SHl1IIPR ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET D CENTERMATE DETAILS HV SHEET B CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET II ANCHOR SCHEDULE- CONCRETE SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A ANCHOR SCHEDULE- WOOD SHEET 15 WSIAllADON DETAILS M-R, WOOD SHEET 16 INSTALLATION DEIMLS S-X, WOOD SHEET 17 END CONNECTION DETPILB 7-12 & X. WOOD AREA I HV WINDOW Rl AIDE (IAA SHEET 1B ON V TYPICAL SHUTTER ELEVATION AREA 4- HV WINDOW MADE in ONI SHEET 19 Y INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 (C) THIS RED, WILL BE CONSIDERED INVALID IF µTERM BY µY MEANS. _ THIS DRAWING SHALL ONLY BE USED TO ENGINEER ACHI OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EGA) on THE PROTECT µ0 WHO WILL (E) BE SPECIFIC PROJECTS SAL. DE USE BI' 4 D.FLORIDAENGINEER BE EER or FOR ME PROPER WE Of THE RED. ENCINEEfl OP flELORO, ALTIN0 AS A GROOVED ENGINEER TO ME P.E.D. FIGHTER SHALL SUBWT TO THIS URER OBTAIN PERMRS IN THE STATE OF-FLORIDA I DMItiINGS fOR REVIEW. SHAVINGS FOR THE SITE SPECIFIC (0) ORIGINAL RED, SHALL BEAR THE DATE. AND ORIGINAL 5UL AND SIGNAMRE OF ME PROFESSIONAL ENGINEER. OF RECORD THAT PREPARED n. Lit✓I///1//Agiiy o A' 1 .. FLORIDA BUILDING CODE High VBIOCIt Hurricane Zone : }D ENS •'•., i ✓� ® 2017 EASTERN METAL SUPPLY, INC. SCANNED F ` •. ME c o l■LI. A.S.S.A. A S S A ■ ■ ■ BERTHA HVTM Accordion Shutter System BY Q' 'yy� * '91•. ^' �F American $hUi}Br Systems HV.. RLv.xe HADE q1 W OR W/0 V. VAN70N BLADE _` �ey�.L�`4 LucieCOu R Q� ••. TWi TESTING &.ENGINEERING COMPANY 6]55 MR "Re. 94 Association, Inc. 1 D6cRIPTIDx OLD DATE DwwN BR ILL V 1. bMV� ,,�/ `(V21� 11 ' SIa 4:%..A VApfly, FLpRey, ]]IO Phone : (305))671-1530 . FCx : (305)97I-15]I -hr" IR1ana00loom 4268 West Roads Drive West Point Beach, FL 33407 y 15-cao /02/1) DATE O6/D2/IT DRAWING No �b4/�NAL E"G%r • EB-OW6710 WATCH I PEEn Nr..PE Phone: (600)432-2204 .'Fag: (561)209-0380 ] -f �5re 17-122 P.EJSFN.%SlEfinTURE/04TE FLORA Mc. 1 44162 . ,,,,--. i 0 rw nMxs tfi HV WINDOW BLADEe UUITATIONS OF USE OF BV•DE ® ON SHEET 19 6053-T6 ALLOY AND TEMPER B" 670' 2 6• � � c ........ 00) - CHV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BIADEn 6063-T6 ALLOY Aft TEMPER 1.9V" aBJ' F.093' 060' Ofi0' �I flap • 6)O-L6B66B6 IQ,HV CEILING HEADER FIED FOR USE W/ HV BLADE 1 ONLY. SEE SECTIONS FOR VALID 6063-Tfi ALLOT AND TEMPER YN %MN Y MNI I. I 1" OaoY @I SIDE ANGLES GUAURED FOR US�E W/ HV BLADE( 6063-T6 ALLOY AND TEMPER A. p 99• (3—)IHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 1j) 6005-75 ALLOY AND TEMPER J] 6' 1.500• B85' MPJ I 4&27' (DHV ADJ. .ADAPTER W/LIP Ol1AL1FlED FOR USE W/ HV BLADE 6063-i6 ALLOT AND TEMPER .n. VARIES 11.915" I of IW ^�� I • O CO' a60'� A L WO (:J� HV HEAD/ER SILL OVAIIFlE 6063 ALLOY NA BENC, &FILY ALUMINUM ANGLES QUALIFIED F0$_USE W/ HV BLADE 1 ONLY. 6063-1fi ALLOT AND TEI4PER 2* s 19• ai e 09� to (4�HV DIRECT MOUNT QUALIFIEDQUALIFIED FOR U$E W HV B ADE TI 6055-L6 ALLOY AN TEMPER 2 n .09 A.636 C HV WALK —OVER TRACK QUALIFIED FOR US�E W/ HV BLADE (I'1 6063-TG ALLOY A4 TEMPER 1930 .-_ a. .095„09 �'a9l o �0 fi)0 v 5f9" 13 HD CEILING HEADER/SILL OUALIFlED FOR USE Yr/ HV BIADEr SEE SECTIONS FOP VALIDITY. 6063-16 ALLOY AND TEMPER COMPONEM A e TI 12 IBA 2 5' NA%. 0.192• 0.192- ,i 2s' )- MAX. 0.190- 0.190- 2" I5- MAIL 0.119' 0.131 Z-------------------------- > IL ECOINC. * 1 TILLIT TESTING k ENGINEERING COMPANY ,Bll .1 )MB. fiL, ex B 1.x wmER9. RORaA u ?-A-0 Phan : P95)871-1530 . lex : 008)G11-1131 1 MO. 6m 11.c....,m L EB-EKI F'%P0 A T Jx.. P.E. ATE F.ORw U.. / xil cr aet' <Zzl DLADE 1 ED63-i6 ALLOY AND TEMPER 6) .991" T000' 8{2 - 125:1 930 G HV TRENCH TRACK QUAUFIED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936" m^ .125 an 6]Oa py 14 HD WALL HEADERJ�/SILL QUALIFlEO FOR USE W/ HV BLADE ONLY. 6063-i6 ALLOY AND TEMPER % Y t 2• 2' 0.125' 3- 3' 0.090- CORNER POSTS VALI IED FOR USE W/ W BLADE 6063-T6 ALLOY AND TEMPER A.S.S.A, American Shutter Systems Assoclation. Inc. 4268 Wes( R..de 00. West Palm Beech, FL 33407 Phone: (B00)432-220/ . Fax: (561)209-8380 CO HV RAINGUARD QUALIFIED FOR U E W/ HV 6063. LLOOYEAI TEMPER Shutter OR W/O HV. DRAWING No 17-122 4.)- 1 293' .J45 Wv 8 W wI gym. .O62- " 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE o& L' ONLY 6063-I6 ALLOY AND TEMPER r I 50• ,I? r_ F Pa9r � a1PW1 `9 HWM EIF'At10N 12� LOCKER FOR "T" 0 KCENTERMAT QUALIFIED FOR USE 1V/ HV BLADE 1@ONLY 6063-T6 ALLOY AND TEMPER t 1] ofis- .214• m� . -�1 I FOR USE W/ HV 1 6063-76 ALLOY AND ]4 756- a ,III W 66M11 q SI 1HVOVAIF� FOR USE W/ HV BUOE 1 ONMATE9' 6063-T6 ALLOY AND TEMPER HD CENTERMATE W/ LOCKING L% OUALIFIED FOR USE W/ HV BLADE 1 & Q 6065-TB ALLOY AND TEMPER VAPIES 12. MIN. Ii.1At "CREWs. 6¢ CLl"A'OLS1 i15 ® 1_OCKING RODS QUALIFIED F E @ 6a63-T6 ALLOY AND TEMPER 0 y9�INSTAL ATION WILL REQUIRE A 7/16• HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT 6063-T6 ALLOY AND TEMPER n AS-0 36 HV 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE- W/ NV B(AOE �1 HV BLADE(I)ONLY 6063-T6 ALLOY QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND ].Ifi l�S 1 r�32 lil 6Y 40 3J HD CENTERMATE'S INSERT QUALIFIED FORIFIED FOR USE W/, Ll/2' HEy1/4-0 HV 1 /4' 0-20 AISI .An4 OUAURED FOR USE W/ HV BLADE(1� I LLEE C-0IN, BILLY TESTING A ENGINEERING COMPANY 6:55 M.W. JON. $1.. Slu 3...R . M90Ms. ROW.. Phan.: (309)11-1530 . Fa.: (xis]en-15]1 a-am9: I9mmoa"<om EB—OOJ6]19 WgLIER A 11tIR Jr. P.E. ROW641k. 0 44167 VY-z9 1weAD[9 �2• mi 2' LOCK QUALIFIED FOR USE V!/HV BLADE (DONLY. 1.VA USE (a,I YX' 0- O.D. � AS� PLTIC HFAD •,_ Stf 518� urn0m N16 `vim'{—JIIII--I{IT ]CR ET�:1 1/4"Q'/4" 9EFORE RNEIING S.S. THUMBSCREW 1/4"0-20 RIVNUT* 45ERIE5 9M4 O lftN (2W4-T3 AUXY) VAGE NHGE TWN 5 Y` NUI W- PLAT 1 0620. AY µWV 411ROD HT A40. CHERRY TExTORN, PMLPPINY. NOY J.6U 07GN pR EWAV. ® HV ALTERNATIV LOCK QUALIFIED PoRr USE W/ HV BUDE l ONLY. ® HD LOCK BY REGEM NAQOM'ARE MORTISE LOCK5 OUgIIFlEO FOR USE W/ HV A.S.S.A. American Shutter Systems' Association, Inc. 4268 W9Yt Ro68Y Dliw 3V0M Palm B00Ch. FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 0.8]5- Mh 1 .125' Max. m 8 iNYMBNRN Ott OR RflEY (L9 � NIn OSTINOER 1ae Ma.. Ell No SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 10 HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870-x3/16" THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4- ACCORDION PIN W/ #8 HEAD x ® HV 2 3/4- ACCORDION PIN W/ #8 HEAD a ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 7O OR HV ® BLADE. N.T.9 (2) HV PIN © MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF KV ACCORDION SYSTEM W/ HV 1O BLADE WHEN CORRESPONDING TO INSTALLATION '11". SHEET 7. (3) HV PIN © OR ® W/ 1/2" O.D. 1/I6" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET t31 Aix 'LkCE r0 BVDET P .0625' u' cE 1 .le�.ER Iry wl1. 8WE .0625' {.Pa,.x_A '0525 0525' BUOE'S - •y OPENM - 18]5- Y NNWHIE � .0624''9 (nP) 0.063i. .. .. / Mi P0R IaN 9I.] �/ 0 �, ,, 1 ]]59• " l //azpiw• X 2 HY ]ne00w /� ttua $FPAPARIH _ .30 _ BEfWFL! .p525_ ].]S00 BLADE ] ]/ '-LO635' ePENxcs ON cFINIERs eif .75m' 2 I/4 m .". a. CIFM ua 6EBRN TYPICAL HV WINDOW B Anr= Fi nl nnln T S POLYCARBONATE HV WINDOW DETAI N.T.S. JIc POARRONATF IMPACT R TANT H VNn01! BAYER MAKROLOIJ 310} POLYCARBONATE 1?0 "BUOE sOn a NNOVATIVE PSVSTICZLEXAN 103 ED GRADE OR RESINBIC (SEE NOTE 'F' ON SHEET 19). `.RIOR POLYCARBONATE SOURCES FOR 44 lYX IPbvn4 nna.93 s4M® RVIu wrxxx e � sxpve wmm n we Am mvv DwJ iDM• D.wJ rzAA CIhAI[ _ SIRENA' KIu WY SAW oal. 43b I..t I.L sxunlx .r rmo .m mw v ew .1 u.b P IIFAM 40YAV5 D a 19ry bb 4wa14o ero .Sn w:e 9e n-mro n n.m� SLIME R:21p IStu DID.] E p1 b4wN a94 06U C-I W44 - Ow21 >1F /SlY CIS iaSB[ S1PLR'TI UIEx lr•VI<IN< AS::I Sp ID9 PLL e40 pLL i[IW[ £t435 5[fUS KwMW:G h5ry be xp1 mLL ebp pal �dh3�`':'VCENSac''•,�iJ i a` �� ] •,' �• ��;�/ al (7F R /� '(,V Al `.�YF'-•./•,•Ee,.• IL E C O 1Nc. TILLIT TESTING k ENGINEERING COMPANY 6Jb HM J6u. Et, 91e. J4`. NRGiIw GPDGA MPYM 3]IO PAme : (50.)5]I-15:D . im : (J05J9T-IS]I -male nlmmoaoL.om e-owe]IR WI11FA A NLi .4. P.E. RORcA Uc. 1 44167 A.S■S.A. American Shutter Systems A99001a110n, InC. 426e W.e( Rmmaa GAL. Week P.]. Be., FL 33a0r Phone: (80o)432-2204 . Fe.: (5s1)zos-aseo ®zen EwsTERN NETA1 SUPPLY. Inc. BERTHA HV1M Accordion Shutter System HV. DADE y1 W/ OR W/o Ky. WINDOW SALE JIM DESCRIPnpx oaT[ pxawN ar. ul. I xL 94-... B/0$/1 OaiF: OB/03/1] 11 •.`f ' •• �jt ep1 , P.E;&AA IGNATLW%OAIE DRAWING No 1 1 / 1 n� S SEE END —I CONNECDON DETAILS ON SHEETS 10 & 1a TIP. FULL HEIGHT. �,. 0 as 9.@w Q�w•�w Pv / W; A- 05 C16 0 }on'C447 HOC-HVC �s &Wpp ,K -JAI '�ll'v HV YA@�§ b t gg� `U'o I � *NOTES ON HV LOCKS AND C NT RMAT S• 1. MANDATORY CMDRIOH JH ONE NV LOOK 23 or 9 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE LO RE}•OW ELEVaBON. HV LOCK qJ2 OF SHUnER T SPAN FOR SPANS UP TO 105% AND FOR INSIALWONS ANY ELCK 1��99 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO �L OR CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG " HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. HV LOCK 0 OR 0 SHALL BE ATTACHED TO OR 4-CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #I. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE d3 ON SHEET 12. 3. IF DESIRED. FOR BETTER PERFORMANCE OR FOR sECURItt PURPOSES, UP TO NO HV LOCKS �$ OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR DPI SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL COMMON 82 rem In nI .0 ix.ri rnw rnurunnu AH no I -inn, ..x.,,.....w ............... v , MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION) v- •�-�•� weµ V 5. MANMMRY CONDITION 42, ONE He LOCK ^ A N�TALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK I, .1 QS SHALL BE USED AS AN OUTSIDE OR.INSIDE LOCK, ATTACHED TO lf3 CORNER CENTFAMATE W/(2) 1/1'0-20 q 1/2- LONG MT HEAD S.S. M.S. TWO LOCKING RODS Q3' AT TOP &. BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELLVATON. MAXIMUM SHUTTER SPA' SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. OF CORNER CENTERMATE INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK 4 MAY BE USED AS ANTNSIU OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4' S.S, THUMBSCREW TO C OR @ CENTERMATES SHALL Be MADE W/ 1/4-0-20x3/4' ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1J2 OF SHUTTER SPA OR TWO LOCKS AT 1/3 OF SNUFFER SPAN, T ONE He LOCK @ or QTj or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR WY ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98, AND FOR INSTALLATIONS AT ANY ELEVATION, FN LOCK 0 or 0 or @ MAY BE USED AS M INSIDE OR OUTSIDE LOCK, ATTACHED TO QP or CD SYMMETRICAL CENTERMTES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVADON. USE OF LOCKING RODS 3 W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. �e�•yu:.. D�I•n�axU ranpg»gy 'NOTES ON HD LOCKS & CENTERMAT S• 1 TYPICAL �; HV BLADE SHUTTER ELEVATION 1ppUruu'Aii�' 1, r `- : ONE ALTERNATE NO LOCKQ MAYBE USED IN UEU OF HV LOCBs � DR FOR ANY SPAN AND INSTAllA➢ONS AT ANY ELEVATION. ALTERNATE HD LOCK.®NAY BE USED AS AN MSIDE OR OUTSIDE LOCK ATTACHMENT OF HD LOCH ''TO (91 IS W/ 3 g8 x 3/8' F.H. S.S.M.S.. AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDB-HV AND'4TCC-HVC, SHELT 10. LOCK MAY BE INSTALLED Ai MIOSPAN OR 12' MAXIMUM BELOW OR ABOVE MIOSPM. USE OF LOCKING RODS C91S OOMPuDCLY OPTIONAL. FLORIDA BUILDING CODE i9h Tlocity Hurricane one yaP •""• " 0 '.. j%' L IL E C O INC. A■S.S.A. 0 2017 EATE SRN NO& SUPPLY. INC. BERTHA HVTM Accordion Shutter System * F fR tl I'j'TT�TAiT•A-L A •`. S •' t� L11' /ONAL ENS 1P11 �a(t P.E•SFAL462NAnAi�/MIE American Shutter Systems A99aGIa}Ienr Inc. 4268 WeA Roads Drive West Palm Beach, FL 33407 Phone: (BGU)432-2204 . Fax: (561)209-838D HV. MADE 1 W/ OR W/O HV. WN)ON MADE TILUT TESTING & ENGINEERING COMPANY AJ15 X.W. )al M. 51•. eo. V"ex.'do. RMIW }11A Prone : (300)e>i-1530 . Fax QOS)ell-1SJ1 -man: ulNaoaod.aom Ee-.Ns to WALTON A A T lr. P.E: FLORIN L[. A 44167 REI oM"IlL.N DATE DR.mI er: M1. 1 OLD 15-0m B/Di/fT MI. OB/W17 2 DRAWING N. t / 22 —1— 3 4 1 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) CONCRETE CRETE BLOCH / 0 1 5.5. CONCRETE ON[HORS I MACHINE SCflfWS xCHI.E SCREWS (SEE SCHEDULES ON W/ 1/4'-20 /Lml j r `SHEM 1] & 1M) ' NUTS O 12. O.C. / 1. T -vie / /- 11 ' 17 OH 18 EO EO MACNINfu5CfiE1Y5rNin- r = p / usINc I/4•-20 n01s I 1 y rfOL f0 ®Iz' O.C. E. D r.zsD- nmx. / � � / -y�� 1 13 pR 5 I /Y� —13 on 15 rasp' Mo.. I E °.,��' : -Ya0x. ��/� �. Y.D.• / .u1 /"� 1-ovrlonu. NN SPAR4ROi ! I� OPi1pNK 10 GLASS, (SEE �Y1. j LAIN, SEPARATION SWEOAE ON 9QT M' ,!� TO CLASS 1 III POR SALE (�Nq OR 1`!QO I L—(SEE SCHEDULE Oif 7 Ell$TING ON. SHEET 19 FIR MIN. SEPMPPOA ill EXISRNGJ SHEET 11) cl/Ss—i �S.T& Jb TO Guss 1 cuss J (SEE SCHEDERWING ULE Ox Mj /� GLASS= SHEET II) V HV WALL HEADER INSTALLATION -- ;v HV WALL HEADER INSTALLATION (�') HV WALL HEAVER-NSIALLAI1914 E]ImNG '1 ENISTING GLASS MIµ SEPMIMN �O GL6 i MIN. SEPARATION TO MASS (SEE 1 OR �' I "IISNNG TO Guss YWMA£ M SHEET _ GLASS (SEE SCHEDULE GN 1 1 �py$ -I II IU2 HADE (,LJAND � ' AIt.. SEPARATION �— SHEET 11) W 51EET 19 fOR TO GLASS FFF111 BVflS(�h ® 3 —(SEE 5CHEOULE ON SHEET u) ! / ✓-•oPTBl WWW GG i�I E. DL �I 1/4- it aPnorvu;p' J I/4• Nax. �- I / t� uax. ED. `I of �� _ I 1/z1/z[ 19 Y L 13 heI© I / J I fo I-Eo -11jDRj_D4 / F_1/He-2Ox3p•ss, A ' �LM"� LED EO PHILLIPS MUSS HUD \� �' •L' `QGP18 ._.iiNE SCREWS USING \` CONCRETE MICHOR, ��n. i 1/4"P-20x3/4• S 9. PHILLIPS CONCRETE RNCHORS - TRUSS NFAD MACHINE SCREWS ( / ✓ / 1 L I•f 1/4'-20 NUTS O 12' O.F (SEE sCHEDULE9 ON (SEE SCt1E0UlE5 ON 1 � W/ I/4'-20 NUTS 0 12' GO. OR COO CONCRETE BLOCK J Min. OR CON RETE BLOCK sXEE15 13 6 LA) OR LONCRRE BLOCK SHEETS 1} y IRA) � ! DH CONCRETE BLOCK W0.l REQUIRED Lr- 1 j '(SEE SOlE ANCHORS O REQUIRED (� HV WALL SILL INSTALLATION 1 (SEE SCHEDULES on ENV WALL I INSTALLATION dTION POURED CONCRETE SHEETS 1] h 14A) �'� ' OR CONCRLTc BLOCK WALL RCONREO E) HV WALL SILL INSTALLATION SEE SHEET 4 MR PI AL S UTT: ♦ E. D. - EWE DISTANCE INSTALLATION DETAILS W/ 1- SEf SHEET a rOR TYPICAL SHUTTER 2- MOUNTING (SEE SPECIFICATIONS ON SHEET 1]) • SEE LINgATION$ OF USE FOR (1) HY BLADE 2- MYUYIAY T SUIT AN IN BE COMBINED BLADE I S ON SHEEP 19 w ANY YNY TO SLAB ANY INSTAUTON. p✓, FLORIDA BUILDING CODE (High Velocity Hurricane Zone I1J1JyP� ZIp ®20D EASTERN METAL SUPPLY, INC. F A.S-SI.A■ BERTHAterS HVTM ��C p Accordion Shutter System H.V. H1 W L]R W/0 HK NIMOYV LLL •' * TILLIT TESTING h ENGINEERING COMPANY American Shutter $YBiOinS RLV.xe OCTDUD SOe OAT/ OI Who 61: Ny pP•., S7A , I am.w, }am. s. sl.. we, xaewW ewoLea. nmin ane 4268Assell, R.o, Inc. N,B I om a-oeo a/Oz/n oATt pe/oz/n L\ MO Phan.: (]o5))W1-.IS}0 Fox :.(]as)en-IS}I 4268 West Raatln prive �• d -mml: m<...B.N<om BARt Palm Beach, FL 3340T 1 DRAWING No EB-UDa6T19 Phone: (800)Q2-22p4 . Fax: (561)209-8380 w N EN TER A RI.MT l., P.E. 4 17-122 TLRE'DATE FLORIDI No. / 411.1 p SHEET R 6 OP 20 POURED CONCRETE uIO R)RS REQUIRED CONCRETE(SEE SCHEDULE ON SNEEr IS) ' m 0� m'(5R� .J OR 49� RFONEO AMBLE a R,aT y I/ /7—­tJ i/� EDGED u4RSMar Iv'�jnRa 3 'aw wis aPPUGBIf EwS N. nJII9 vvNN i Rey�H a t UN.. / 1J" / v / 'L SSA j EXISTING I' m Lup m. 1 `(sLL svHEDI F a / KMONHohMTE —1 lIox3/4' HUD GLASS �' RaD R O . LOC4110x WASHER HEAD �j TEK SCREWS e 1 NL 1 an 15 IXNn. /�12O.C. H -� I EXISTING 'a J/a f OOUCRcV55STE µGIORS C - 7 • \ (SEE SCHEDULE ON J I SHEET 13) 8 4/%v EDGE OF ivss—: sPJw,lw uGmE /Ej%� t / I/x ^-1' // EVAs IOF I F I j t' /E7 / / /, slAeF ( / /� - / f//// MPUCA[1LE ' To DUMOCZ / 'D, ' Co. / / MHAIBLF / / / GPFLUHLF 11v11 ¢Tv w `1J OR �� waWcuimE / /> ;/�• i :.' POUREDr J E.t— ' a'•�CA� RFLUIREO D'— , `--E. D.,�= REWWFD- L' HEAD CONCItEIE M'alOf6 POURED LFIAT HIM CONCRETE ANCHORS ONCRETE (SEE SGREgM1E ON SHEET 14) RECLAREO (SEE SCHEDULE ON SHEET 14) Cil HV CEILING INSTALLATION (111 HV FLOOR INSTALLATION 1 QI HV WALK —OVER INSTALLATION 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -TS PSF ASO. DESIGN PRESSURE RATING k FOR SPANS PER T SCHEDULE 84, SHEET it • ,LaSRw I CONCRETE ANCHORS EXISTING '- ` (SEE SCHEDULES ON- n �U ; BON. SEPAPATION SHEETS 14 k 14A) 9 I mo' To GLA59 �,, EXISTINO A F CoSURG 0 -, _ _ —(SEE SCHEDUL ON v GUCIS owss- u'N LauxWµ ne SHEET I I) MIN. GLASS ON I l Somuz SCHEDULE 0 / 1/4b IN t10m TAayI w/ONLun la 1/4- ( SHEEN 'I) I ./.N . QI rn �' lm reellsS TNYm+N]ALS Y/ 1 S ON 15 //ma/4- HE H / 1 H' Man. DamI:JR a' % 1 i 8E. w , ili yp, 'ASH HFFD � / / n asM W I.ib' 9IN a IER SCRCes E. ID' / � Is ro� a paN3q' HEX HEAD_: I ;/ �: t i/e'. / c Ix' O.c. �� /' I i / ,^ !It tl': swm u Eww LSTaan I4Ju ON 1 4•e-20 Ss. 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FOGS `ST_OE I iHIS Ix51LLUTIOv SXNO ME u<vuUu SxVREN SPµ a'-0' 1- SEf sNEET 4 MR rYPIGt SHRIFTS RENOVPBLE WNEN PERFORMED C SEE LWI AlI0t6 CF USE mq ] MUeLY MOUNTING EDGED C. Cµ BE DOMBaIm ( SPECe1GRox5 ON SHEET IS) ADL T ON COSµ OPERABLE EJUf y INSTALLATION DETAILS i2 �TJ HV BLADE BIiDE �t ON SHEET 19 W ANY WAY TO SUR µi INSTILIAnOb. gnii - FLORIDA BUILDING CODE (High VetOcil Hurricane Zone I _ZX Q111Q��. ............• �T ®201) EASTERN METAL SUPPLY. we. `ucE��SF`'�9 a c C e BERTHA MY, �+ fL E C O INC. A.S�S,A� Accordion Shutter System • µfa • J HV MADE 1 W/ OR W 0 HV. N1N]OI/ BADE • American ShUtter Systems gLv.N, DESCRIPTION DATE BRFWM D: BLADE E A'• TILLIi TESTING @ ENGINEERING COMPANY TAT@ OF Association,68WekRead Inc. 1 Dm 1s-Deo a o n bxE: oe Dx n sem. sL, IN. sm. vncnu aANows, naPmA AIe _ 111 Ppon, : (305)_.11: U0 . Fv, : pD!)B)1-IS]I 42GG Weil Roade Dr ive p �` '••. 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SLAGS / ./ L`% L`J r � HVD OUT ® (EXTERIOR) HVE HVE** FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone /! - ® 2017 F/SfERN METAL SUPPLY, INC. �icErisF :9 BERTHA HV ASSA M IL E C O 1NO. , Accordion Shutter System � r0� • * ` T KV. ftAOE pl W OR W 0 HV. WINDOW BLADE ( TILLIT TESTING h ENGINEERING COMPANY American ShuHer S 5f9BOs BEvx BExBIPn5 wn oPAvnt er: u� � �. 't• I �• eJeS n.W. >eIn al.. su. Jw. `.wamu GmV4, .. Jve ASSOCIO}I011y IrIC. 1 em I5-Oeo 9/02/1 n.IL OEM/., 1• Pncnv : (Jn.,b11-IS]0 . Fes: (Jos)all-IaJI 1268 Weal Rood GAva p =�11 -mm: Im.rnoea<em West Pam Beach, FL ]]10T DRAWING No f "•........: 1SS/ elV EB-aG0UT19 Phone: (B00)U2-220< . Faa: (Sfil)209-e18G WAOROX o. 1J4.57 1 17-122 P.�.'eEEpJ, r ghwE%¢t1E noxmA u.. / ea16T s SHEET a B OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK l�i0i. HV MALE/FEMALE "T" LOCKS CENTERMATES 8 7 & LOCKERS 4h W/ n HV BLADE SEE END CONNECTION DEEAIIS ON SHEETS 10 & 18 OUT IN '�rx'snxccws do, awl M .Nara"° w SN fl •®•O O•b ®•®• u •N c des aoo"c e"maaN, N° xP . 6 • ] 6 a 1 .11—d ox al srim, wv ec Ides vml Iw5 µ 11n.amAI h. A ibrfil.�id_ ers.uu °nrrt srmwr Nrws sim. 0 �` szr naa 6 roR xv Lacx® Y Lacx, w srl5a a } svass ee4 .uwNwu Daze-n "u0 wa Nwva Txw slm e°nscxr, Pun / oez°. uN.urvmazo °r .wa Oman Imaa. vrnsePDrr, raw amn °Tow as rauu. (OHV "T" LOCK (OUTSIDE) INSTALLATION G) HV BLADE W/ HD CENTERMATES Q . 3 i ______________________ DE]r 3D HV "T" _ -0 W FO-U-Tj 0-20 x 1 1/2" S.S.M.S. 7/8"0 x 3/32" WINGNUT. Ham* eee E �x IL ECO1NIc. )4' TILLIT TESTING & ENGINEERING COMPANY „ ". r..e. SCN. s4. en. x0A ... wwDo. vwPxN a - 1t Peons : (ID5)an-190 . ra.: (305)07I-ISJI' t11 I .-m o 101em.s.,,— IB W TEN 0. lllllf Jt. P.E f10P"4 Dc ( 4167 < HDB—HV6 OUT I0P00 HDC HVC SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ a LOCK (EXTERIOR) W/ r D K (INTERIOR) *ax r.°mw�". mmm •wm ms w.wme H N..wra w.rz N.a6mn rmwP a ewe0 A.S.S.A. American Shutter Systems Association. Inc. 4268 West Roods Drive West Polm Beach, FL 33407 Fh..c: (800)432-2204 . Fax: (551)209-8380 Shutter OR W/0 H.V. INC. DRAWING No 17-122 I � I CONCRETE ANCHOR O 16' O.C. ED (LOCATE AT ETIH 0. ADE 1 OF) 1/2'Yr IN�.{{ /1Da I/2" S.Y.SJ 0 16O.C. �� POURED CONCRETE _ POURED CONCRETE CONCRETE CONCRETE OR / f OR CONCRETE OR CONCRETE UCON CONCRETE CANCREfE BLOCK WALL .j %� a OCK WX1L REQUIRED � REQUIRED � BLOCK YIPLL REQUIRED �� �A / � BLOCK 1VALL PEOUWO , L /• f-ExIS1WG 4U55 FISTING GLASS i ExISIING GLASS l/. / / /- -j- _ 1 (, j /' /� / 2' MIN ' EXISTING GVSS -2" MIN., �( ) ) / _ _ TAN. SEPNWIa! I f 1D CI ON (SEE 1 1" 1'-. ro CAAu (sFE / s6TrtDIAE W ELT i` i0 aASS�( •\/ ' wn RFPuAON EO Stl1FLu1E M SNRi 1t FOR ¢VOE Mq 1/le"a" MIY. CN SIIL[T 19 fOT / SCXE➢wE PV SH`£T % / i0 o/s5 ( / / 1OR :HEFT 19 PER (6063-16) CDNI. �(Dk TJa 1pNF96T 19 GLADE AYD / . t. / 1 WI (I}AU gA�k SCHUNUT ALUM. CLOSER ~ PLAT. 0.oCATE 1/2' i \ aPLfs u7 e:y '/,� ON SHEET AT EITHER ODE 41N \ - -- ' — OFQ) I / *USE 1' OR 2. MAIL /IOaI/z' S.Y.S..�/ (aS MPNCAAE)a2"al/8'a0'-2' j O 16' O.C. / /Y -Z� ALUMWUM CLIP Av4YE rj3\ \ j(GG63-Te afar) aT mGNDon4/ (2)1/4O TAPCONS ANCHORS TOSEE OTML % FOgJ /�� ��,, Wall AT V QC (LOCATE AT,ry I90ECONNECTION V OR 119� EITHER SIDE OF ))(1 DR II SEE DUAL % FCK '0 OR .Tla TO TRACKS 9SIDECONNECTION �fy-(6�.-e 5SEE OEWL % FO TO1RAK5 J -,8 al '• 1• O-S' 3- TIDE CONNECTION4 ✓ �� - I.JA. ; ,. n�_�..r. �_.la.T._ -.' '-�'�"©•Q - TO TPsCHS i�1�o`.PI(�u.r>•..(i,-T9�-F._ Nam'• Ry-l'3"'L::nU. il- ' 6„pfi'y;' �'•'�,'�•ILe1-U•�- O.ya,.��.ozi.�.Ll.(s^�.Gr.�y fl �-� �^COO •Ci- O' �'- ®' °�'-'r-G• �- s0-�• �a �j. �a�. C3_�. g-�-sy. � OD • �,. �.,L�.�. �,n.3. �, END CONNECTION DETAILC) END CONNECTION DETAIL0 END CONNECTION DETAIL03i END CONNECTION DETAILC) POURED CONCRETE OR ♦ REOUIRFQ ONLY FOR SPANS CRGTFA 11NN EwONG GLASS �:/ RCDDNCRR OE BLOCK Will r4EASU'G 4 jOR LASS SEPAwntl1 i /10:1/r s.Y.15 MOL 9yAWnWSCHEDULE ON SHEET 11 RYi FAH£ j(R,aD CONCRflE 1/2• MIN. Il Rn aAKQNAI ________CN AREr 19 FOR MCHOR 0—a1 4 19 NT -. _.. - �-1 _ _AAAS(Uk � CIj CR�/ONCRETE12'O.C.\j AADES G)njGR Cfio�6R vLO12 uWFO3" MIN V1'�Y1)OR 1�y+PLAN OR`l of1-Cc-©•0-/J-1�'•'C3'- DETAILPOURED CONCR(.(y-�. �jl-Gw^((..,Lj�. �Ol•CONRREQU`mm eLo\\ lo�•�s-,Ci.�. Ls�. C•0- 'L�)-C•O•T- END INSTALLATION \_©•O'a.-&O•@- -a •is-7•i�- (( HV BLADE OR HV WINDOW BLADE INTO 'U- CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL CS? O -i • 3- .011 �;�„ D ECTION L I0 3'IUY FLORIDA BUILDING CODE (High Velocity Hurricane Zone IIIIS�............ J. ® 2017 EASTERN META SUPPLY. INC. %VCErysF'• A ■Va BERTHA HVTM I 3 ■ ■ ■A A S S Accordion Shutter System RV. W/O RV. WNDOW BADE American Shutter Systems 14 E TILLIT TESTING ENGINEERING COMPANY %DAM DPAVW Up. N, p'•.• TATE OF d esIs x.w. oeu. s, Is.. w4 nR. umuq ... mUa Assoclallon, In.. /Of/v are OB/u2/ir Pnww : (lo e)en-tslD . Fa, : (los)eT1-uD1 N268 Vlmt RoGas Orivfi p��yJ,�.NG\t1P'wa WA00o� 9 �P£. PhmIc (800)432West I220a �NFax: s iFL No jza9-O6o17w11122 .E.$F/Sl0giuRi/DATE FLOROA uc. / aw1aT SHEETTO OP 20 I °L--" MAXIMUM SHUTTER SPAN'* MAXIMUM SHUTTER SPAN* "L+' XIMUM SHUTTER SPAN* "L+' (1) Lfi MAXIVUM AllDWASLE SPAN FOR Grow POSITIVE AS.D. DESCM PRESSURE MAXIMUM SHUTTER SPAN L+° OR (ft.) FOR INSTALLATIONS Y7/ ® & 0 or Or W/ ONE 'EITHV LOCK ar �� or HD LOCKW/ NO LOCKI ROO CENEERMATES & W// ONE 11V LOCK. ® W/ TWO LOCKING RODS TOP & BOTTOM *(SEE NOTES t.t8 "L+" OR "L-" (ft.) FOR ) INSTALLATIONS W/ CENTERMATES. 1 & ONE HV LOCK OR OR Iv/ NO. OCKINGLOCKING RODS *(SEE NOTES t.tt R "L-° (ft.) INSTALLATIONS W/ & �W/ TWO HV OR OR LOCHS OR TWO RODS ® TOP/BOTOO / ONE HV LOCK ® OR ® R Of, (SEE NOTES tit R "L-' (ft.) INSTALLATIONS W rLTnnuc. MIX. ALLDWABLE`sPAry FOR A clvEry NEGATNE ASM. DESIGN PRESSURE PATIN (2) PROCEDURE Al DETERMINE MAXIMUM SPAN FOR WALL Mounnryc5 OR fLppq/cnUNc; SKIN A POSIIIVE A.S.D. DESIGN PRESSUf 'Li' & W/ ONE HV LOCKS OR W/ NO LOCKING GUS (VAUD MR MOUNUNI 7) YAXwau A58 _ CONCRETE & WOOD INSTALLATIONS O ,... SD ayrv'1 CONCRETE R OD IN$TMLAnONS O wv 50. perry CONCR7E Is WOOD INSIMIATIONS O u.ewuu Asu �ly" CONtREfE INSTWUATONS RATING, DETERMINE MAXIMUM SPAN FROM SCIIEDLhE ChA N A NEGINE ASD. DESIGN Y/ILL MOUNTING FLOOR/CEUNC YDUIfiWC RAIL YOI npOR CdMG 4N YgprtWfS nuou. DLL4: YPINNIL ` a . L � P� TM�aI.)) R E ( w)I >R[ 1 L�Dx,']i FM /CENNC MOUM G rLpPR NL MWNOKKI Do t a IN L- (nl PRESSURE RATING. DETERMINE MANDAUM SPAN 'L-` FROM $GIFDDLE FOUL MAXIMUM ALLOWABLE SPAN IS EM l e (19 l - W 17 (el L- N) l a (P) l - IN In 111) I. - IN AO 13'-2• 1W_O' I3'-1 I6'-0 30 12'-3' 1 1-'-9 ]0 13'-1 16'-T 30 IT-2 16--0" l0 ME MII pEl2RyINFO $PAN 'L--'. 35 12'-8' 140-ID- 12'-B' 14'-10' 35 II' -a" IT-e' 35 12'-7' 15'-7' 35 12'-B' 14'-10' BETWEEN 1+' AUD 40 12'-3' 13'-10' 12'-3' IS'-10' 40 I1'-4- 12 -9` 40 12'-2• 15-7 40 12 -P f3'-10' MAXMUN PROCEDUREON TO DETSIN 45 _ 11'-11 IS-1, _ 11'-11 _ IJ'-1 45 12'-0• 45 14-3' 45 11'-7' 1J'-1• SPAN B BEPNEEN FOR COOk'CE 50 11'-]' 12'-5' II'-7' 12'-5 SO IW-I 10'-9' I1'-5' S0 IV-9' IV-6 1J'-]' S0 11'-0• 12'-5' WANO M WALL lVI FLOOR/CEILMG MOUN➢NGS: 55 f1'_4 14-10• 11'-4" 11--10" 55 10'-6" IT-11' 55 11'-J' 12'-11' S5 II -T IV -ID' FOR A CWEN POMI &S.D. DESIGN 60 11--1' 11'-4' 11'-0' II'-4- 60 10'-0• 10'-5• 60 _ 11'-0' 121 do 1P-2' To= • PRESSURE RATING: 65 10'-10' 10'-10' 1O'-7• TD'-10' _ 65 10-0' 10'-0' 65 10'-9' 11'111' 65 9'-5' Ip'_1•— DETERMINE: Ll+- M. SPAN FOR WALL MOUNTWG 70 10'-6" 10'-6' 10'-2' UY-6" 70 e'-e° 1'-8' 70 10'-7" 11'-5- 70 8'-9" 9-4` INSTALIA➢ONS. 75 10'-1' 10'-1' W-19, to'-;" 96 9'-4' 9'-i JS 10'-4` 11'-1' JS - 0'-9- LI+- MAX' WAN FOR FLOOR/CEILING 80 B'-10' 9'-9' B'-0' 9'-10' 80 9'-0' B'-0' 60 1o'-o" 10'-9' MOUNTING WSTAUA¶ONS. 85 9'-,. 9 _-o' 9'-3` V-6- SS 8'-9' B'-9' 85 1'-1. ID'-5' FOR A GIVEN NEG5TNE A.S.D. DESIGN 90 V-J' 9--T 9'-0- V-3' 90 8'-6' S-6' 90 9'-5' 10'-1' PRESSURE RATING: DETERMINE: b-- NO, SPAN FOR Y/ALL MOUINDNG INSTALLATIONS. 95 e'-9' B'-9' 9'-O' 95 0'-3' B'-J" 95 9'-2' 9'-10' IGO B'-9• a-4• B'-6' eI ISO 8'-1" I 'Do 9'-0' 9'-7' 105 B'-]• 7'-I1• B'-4T 8'-4' 104 ]'-I1' >'-11' 103 B'-9' 9'-1' U-- W. SPIN FOR BOOR/CEILING MOUNTING INSiAnAT0.v5. uaxwuu sHurTER I10 W-C 7'-7' 11 -- 110 J'-8• 7'-0' 110 W_r 115 0'-24 Y-3• III T-7" 115 V-6• 7'-3 115 8'-4' 8'-I I' SPAN'L+' OR l-' FOR NYLL YWMUN ALLOWABLE SPIN IS EOW WSTxU.ATIONS INTO WOOD To ME MNMUM BETWEEN 'M.. U+. SIULL BE UM ED TO 105 AND -u 120 11'-0' 6'-ll' 7'-10" T-4- 120 ]'-4" 6'-11' 120 11 8'1 125 >'-ID' 6'-B' T-8• >'-0• 125 7'-3' V'S 125 8'-0• 1'-5. at, DESIGN LOAD. (4) CO TO ANCHOR SCHEDULE VIM FlWLL 130 T-8• 6'-5" >'-6 6'-9• 130 7.-,.6'-5 130 7'- 10' 1J5 J'-J` 6'-2' J'-1' 6'-6' 135 6'-11' 6'-Y 135 ]'-9' V-1' ]'-9' N E &S.D, C ALLOWABLE SPAN OING TO pllh AS.D. DESIGN PRESSURE RATNG TO DETERMINE MAXIMUM ANCHOR SPACING. 140 )'-5' S'-IV >'-3' 6'-3' 140 6'-10` 5'-11' 140 ]'-]' T-5. 145 T-3.' 5'-9' 7'-1" V-0• 145 e'-e' 6'-9' 45 ]'-5' 7'-]' 150 7'-2' 5'-7- 7'-0- 5'-10- 150 _ 11 -_ S-T 150 � T-4' 7'-0' .• U H.V. CORNER CENTEPoMTE )I MAY BE USED AT ALL MOUNTING INSTALIAICATE LOCKING KI SPECINCATIONS SHALL BE /5 INDICATED ON 155 7'-D• V-10" 5'-e" 155 6'-6' 1'-5` 155 _ ]'-2' 6'-9' I80 W-II` _C-5' 5'-2' W-9' V-6' 160 6'-5" 5'-2• 160 T-1• V' 70 — I65 6'-10' S'-1' fi'-8' S'-4' 165 6'-]' S'-1" 165 ]'-0' 6'-<' 170 C-9' .'-It' 6'-7' S'-P 170 6'-2' 4'-11' 170 6-11' 6'-2' MANDATORY CONDITION A2 NOTE N5. SHEET S. 175 8'-7• 4AS" 6'-5 5'-0• 175 6--1' 4'-9' 175 W-9 W-0' t'r E%CFI'T THAT MPXIMMAI SHEARER SPAN W OR 'L--" ADD MIhS.D. DESIGN PRESSURE R511NC FOR WSTNUTWS IWO CONCRETE CR CORCRERZ BLOCK SI BE UMTED AS FOLLOWS; I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +84,-72 P.S.I. AND 8'-0' SPAT Uw 6'-6' 4-8' V-s' 4'-10' 180 6'-0' 4'-S' I80 6'-e' V-10' MIS 6'-5• 4'-6" 8'-3' 4'-9' IBS S'-tl' 4'-6' 165 6'-)" 5•_8' 190 6'-4' 4--5' 6'-2' 4'-7' 190 5'-10" 4'-5' ISO W-6' S-6' 195 6-3- 4.-3. 6'-1" 4'-6' 195 5'-9' 4'-3' ISO 8'-5' V-5• 200 6'-2` 4--2- 6'-0' 1-5' 200 5'-9' 4'-2' 200 A-4- S-3' SEE MOUNnNG&M ON SHEET 7. 205 6'-0" 4'-1' V-0" 4-Y 205 5--e" 4'-1' 205 6'-J" 5'-4 - FLORIDA sees s IL ASSA • ` 5• ECO1Nc. * J;• V "7 ! TILLIT TESTING &ENGINEERING COMPANY 'a • STA i * ' was nW. sex. s1.5,...wa, vxaep, 6xcDls. nalua» 14 P •' � - -1 PI : (30 a)871-IS]0 . FIX : (305)6)1-15]1 ' 1. Q �' - M•CsOsal.com M f�ORIDt; .��Y41IdA Fe-ONfin9 = V SX1��.. �,r�\\ ,1 NITER a T. L. P.L. FI ?SWI)5'iNMRLt74)TII noRIDA Tic 1 4a1SM American Shutter Systems Association, Inc. 426E Weal Roads Drive West Palm B..aH. FL 33407 Phone: (WO)432-2204 . Far. (561T209-15350 ' (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHIMERS INSULLIM WITHIN THE FIRST 30'-0' ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUREBS INSTALLED ABOVE 30'-0' ELEVATION OF SUEGI MEASURED AT BOTTOM OF SHUTTER IS 3". MINIMUM SEPARATION TO GLASS SHUTTER W/ ONE 10 K WRIT L HO c mMINING RM SHUTTER INSTALLATION W/ INSTALLATION W SPAN ^�'LAMEIRIC�LOPPOSING OR LESS 4' e iOnLanO MAk ] ]/e's 4' USE 2 1/2• USE WDICIG SHUTTER INSTALLATION W/ INSTALLATION W/ SPAN CENTERMATES CENTS os OR LESB 1 2 7/4' •• 3 3/I6' >105' T NA% 3 1/4' ••• 3 1/4- USE 2 15/16' FOR NO T" LOCK ®0 W/ `.. USE 4 1/8' FOR W T• LOCK ®®0 W/ Qg USE WDICUEO VALUES FOR WCENTERMATES. IN�r IIiTON -ENO CONCRETE & MANSORY wow WALL A, B, C, D, E, M, N, o, P, O. R MOUNTING F. K & L S & V. FLOOR/CEILING G. H. I, It + J. T. U. W & X. MOU14PNG + Lt 0 HV BLADE Accordion Sl RV. BLADE Nl W/ OR DRAWING No 0 l . a111 •.:0 _ ..4 JI. 1' , 0: 1. al el: :10e IffIN �� �MM H ' ' m® ©® ' ©m m®. ®. ® �m®mnPnnv��immnnn�I��Immonnol9o� yl3iimmm�inn�o��mmnoo 0000nu ®mmmoo�no�mm 0000m®mn®�n�mmmoo oommm�o�o��r0000000m mmmoonmommmnouommmmon�aoo�mmon000�mmv�®0000 mou©o mmm000nommmoo o®mmmonnovmP�imn0000mmmonm�0000��ommo mmmoomoommmono®ommmononommmm0000mmmmmmgg®�nomm®mo �immoo©oom�mono ommm000v®mmmo�ooPimommmmoo®�i00000�omo �mmm0000®�mmnnmvo�mmmmmn000vmmmmuB®mmoeo�i�oo"000 mmmo®oo mm0000 mmn0000mmm mmmnm�eo mm0000 mmm' vo mmno®oo m o0 ommuo no m mmo odo�g�mmoo m m��ioo��immou000��m�on®�Oo��mv��o��m�'i�aoo�� move ®m�m000vv0mm�®�opppppOmem®®� ooemomm�oo�omippp�p0m®pn®�000g000��Imm= ®m 0ppp®OD000�m000pppvo0�m�mmpppnppoeoommop�ip000�g�7m®vpOV0pppm m M ®0®m�000p00®m0 �000®m�00v01F�IDm 00o0n�m�0 voeo�om®eeo 0®D000v00®mO0°vvommmm=m mm000000�m0000000nm OOOp mmnpveeeom��opvovommm000eemmev0000gm7m®vepooppopponn�000e ®mm�l00000UNEMMM �oomm0 0 00�00vO00��m000�0m00mmmmm0 mmv000vo0m000000mm0000000v0000vg00000ra000n000pppoo ® ®00=0v0m®000000�mv�o�o��o�0000ngm0v0v000�0ODOMm OOO ® ov000go�o�ogogo�®mmno�vA000m�avoImvoogm�ra��a00000g�©moolo ®mov�OovoPoi®v000�oo��vo�ol�oAo�oCvoov��BmoBv�o�e���ve�ooPoi L EC01Nc. TILLIT TESTING & ENGINEERING COMPANY 'O '• STATE OF ees x.x. few el.. n.. xa xnvm ewrcxs. naaw n �. t orE .F<�A Ir PBone : (SOSIB>I-I SJO . Po.: I3a')e11 -IS)I m,0-0006,M9..< -- S ''^••••..•••e�4YY�j� I' WUTw .. nun Jc RE. PE. SFH}f k4NREfp41E "Roe uc. 0 «16T ANCHORS SPACING IFGFNn TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TPP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE E AON S OF USE FOR RUDE 9A ON SHEEF 19 �HV BLADE OR�HV BLADEBLADE OR�HV BLADE W�HV WINDOW BLADE BLADE WORKING LN UNISON A.S.S. a( Im HV. American Shunter Systems nlv.xa Association. Inc. I 4260 Weal Rood. 0,W. 0 Went Palm Beach, FL 33401 y Phone: (800)432-2204 . Fan: (581)209-83BO CODE METAL DRAWING No 17-122 (DWALL SILL MOUNTING @CEILNG MOUNTING FLOOR MOUNTING ononom�® ov ��® oommm�000© mmmmmmmnmmmnmmmm®mm Donn mmmmmommmmmtommmmmmmnm nn 'mmmon000®®m�non�nivmmoo�ov mmmmmmmmmmmmmm�®mmmmmmmm mmmmmmmommmommnnmmmmm�®m 'mmn00000�nmoomv�mmmo®©® mmmmmm�ommmtommm®mmmuomm� �0mmn®®�io mmmmo�ioo mmmom®uoo mmmnmmtoommmmmmm®mmmtmmnno moo man oo00000mooCA mo®moo ®mmmv000 mmmom�no MOo®®onio CA �OO�a�0o000 �®OOo[man 00 �000000A0000000000mmmumoo� m®no®eoommmomovo[mum niflomo ®mmom�0000�00on��mmv �ooto9 omoo®tonioom0000® ®ivMvoo�ogi oUSE323 ioo �om®e�o om�000 IKIm o �000v0000000000mmm©000 opve000 m �Mi i0000 lKNIKEM®ovoop� MUM ®om�l Ioo1110Mnmm o o �o®I�n0MCIIIIti�Oo�Ci �"M oo ®NUUM El000m�om000a`�om®oveo0 mom00000pvoo evtao�o��Omo 00mOOVOOIDm©o0vO0�0000 OO uolvvo on�°0000to9t�o ' m no4i�tvo��� ttaoo mmnttat0000n® m®OOOmoPo ttaoo t8 �OnOOOO nnn00000 A. 1. ANCHORS TO SUBSTRATE SHAW BE AS FOUDWS: (A) TO DUNG POUND) CONCRETE: (Wn. 1's . ! la) ANCHORS PA.0 •• LEGEND - 1/4'0 TMCON MM ADVANCED THRFMFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. HUMID. (Min, r. � 3 bl - i/4'0 • !/4' sW p01NIS SODD-SET ANCHORS. AS DSMIBUTEO BY ALL )r. TAPCON WITH ADVANCED POINTS SCREW. BOLT It SPECNLTY WMpNII, (Min. ] bi) - /4'6 OWE TM CONCRETE ANCHORS W/ GP M MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Mtn. Is � 2 WO THREADFORM TECHNOLOGY ALL Kilt SOLID -SET - 1/4'0 TAPPER! ANCHORS AS MANUFACTURED BY POWERS FaMMMS, INC., µ0 015MIBUTED BY ALL pOwfl ]CREW, BOLT & SPECW,tt CO~ OR µY OTHER APPROVE) UCENSEO OR AUTHORIZED M00R REGISTERED WITH THE AAoBGW S,,rU S,,TEMS BWE D3 W CM (MT. /,,OCUNOK WC. NOTES it ZAPPER+ Al) MwIYUM EMU."He INTO POURED CONCRETE OF TMPgM M ADVANCED THRFADFORM TECWIOLCGY ANCHORS µD TAPPER! ANCHOR, M 1 !/4'. AND FOR BWE TAP W/ GP A4CHon M 1 1/2'. • :L AM19 R TESL FW I1 A2) MWMUM EMBEDMENT OF 1/4-0 A 3/4' AIL POINTS SWO-SET µCNORS SINLL BE 7/0' INTO ME PoNWD CONCRLIEW . NO REDAGR INTO STUCCO SNx L BE PERMITTED. 1/40-20 SS. MACHM SCREW USED $IM11 BE 1 1/2- LOUG MINIMUM MCI STUCCO 6I.NC OM9:EFf 1B 1' MINIMUM FOR WALLS PORN NO STUCCO. Mg. AND A3) IN GCE TINT PRECAST STONE. PRECAST CONCRETE PANES, PAVERS OR µY VENEER BE FOUND ON ME DUNG WALL OR FLOOR ANCHORS SH4L BE LONG ENOUGH TO REACH ME ,N SIRUCIURE DWWO SAID WALL FINISHES. µCHORALE SHALL BE AS INDICATED ON NOTES &I) & A2) ABOVE. FOR WSTALIAPONS ON VINYL SIDING OR BFS WITH OR MHOUT METAL STUDS CONSULT THUS ENGINEER FOR INST.W MION INTO EIFS WRH METAL SNOB SEE SHEET 211A (B) M EACING CONCRETE BLOCM (ASTIR C-90) - 1/4'0 TANNIN H11H ADVM'CFA MFENFORM TECNNOIDGY M'CNOM AS HWMFACTURm BY I.T.W. BUSED, - 1/4 0 • 3/4- AUD-SET AN LL MINTS WCHORS, AS DISTRIBUTED BY A11 MINIS SCREV/. BOLT k SPEOXTY COMPANY. - 1/4-0 BWC TAP CONCRETE ANCHORS W/ GP M. µµUFP6NRM BY RI FASTENERS DIRECT. INC. - 1/4'0 TMPERI µpgRS AS MANUFACTURED BY INNERS FASTENERS, WC., AND CUBSULED BY ALL POINTS SCREW. BOLT & SPE(NItt COMPANY OR ANY OTHER APPROAD LICENSED OR AUTHORIZED VENDOR REGISTERED WIN ME AMORGAN SHUTFE'R SYSTEMS ASBOCWTI,M INC, NOTES: B.I) MINIMUM EMBEDMENT INTO CONCRETE BLOCH OF OWE TAP VU CM ANCHORS AND TAPPER* ANCHORS IS 1 1/4- µe TxpWN RIM ADVANCED THREDMRM TECHNOLOGY ANCHORS IS 1-. OS) MINIMUM EDDUDNENY OF 1/4.0 A 3/4- ALL POINTS SOUR -SET MCHORS SHAI. BE FMNELY EMBEDOM POLO ME CONCRETE CLOD. NO EUBEGMENT We STUCCO SOUL BE PERITTE0. 1/4' 0-20 SS. MACHINE GERM USES SNx,_ BE 1 1/2' LONG MWWVM SHOULD M= MU. AND 1' MINIMUM FOR COALS WITH NO STUCCO. 8.3) W CASE THAT PflMxST STONE PRECAST CONCRETE PANELS. MADRST OR ANY VENEM BE FOUND ON ME COMING WALL OR FLOOR. ANCHORS SHA L BE LONG ENOUGH TO REACH THE MAN STRICTURE BEHIND SAID WALL FlNISH6. ANGHORY.E SIULL BE AS WDIGIW ON NOTES 0.1) & B.2) ABOvE. FOR INSTALLATIONS ON AM SIDING OR DFS WITH OR BITHOUT META SHIM CONSULT MIS ENGINEER. FOR INSTAW➢ON INTO On WIN METAL STUDS SEE SHEET 20, (C) ANCHORS SAW BE INSIALLED WLLGWWG AL OF ME RECOUAMOsTIONS AID SPECIFlGRONS OF ME NMIIOWS 4AM)FACIUgER, (a) SEE SCHEDUIE BRUIN MR EDGE DISTANCE (EOJ VGRI SPACING REIARONSNIp FOR ANINHN,. 14• • \TIN EDGE DISTANCE YER31IS ee•GING e.uo R VA%W VY ANCHOR SPM4uC5 ME VAID FOR FKC 06TNICFa Rm1GlE0 BELO'Y. EBR E D. LESS MAN ME INDICATED. REDUCE SCHEDULE BY LUSINCSFACIOR REDUCED SPACISpXNGNG OBTAINED 6�4 L NOT BE LESS TIMM MON G FACTO INIMUM SP M IINGGIEO FOR RICH ANCHOR TAPE. ACTUAL - FACTOR EDGE DICIUNCE UNGM W/IR'µOm MIN. SPACING THw°FOFd 1¢H p11 POINT BOIID SET BANE TM W/ GP TMPFA + MIN. SPAGNC ED. ]' 6' MIN SPIGING � 3 1/2' NTH. SPACING ]' J 3/4' 4' PoMOL G]aUE M EA-3 1I py pSTE BOX WN E0.21/Y P WNCNETE & CONCRETE BJXX POURED CONCREIf h [Q4CREIF 01M:N FaM Ol1OE1E aR4]ElE BOX ,NL EL.3 1 ux En.r 1PL E&.] 1/Y IPx EO.2 I& 3• as0 1.0 o.Ta LD D.B4 Lo 1 12- IL EC O TIF,G. TILLIT TESTING & ENGINEERING COMPANY w3e xW. J•m sr.. sM.:m, vAa•rA Gxsx, , Rlvw JJ Q-AA� PM1m• (JO])B]I-1]:q . PaA (J45)H11-III EB-.WW o4om Al ANLTTWT ER A PE.A I. E ROM tic MIBJ 1 A.S,S,A, American Shutter Systems Association. Inc. 4269 West Roods Oma Weal PaM Beo.H, R 33402 Fhone: (600)432-2204 . Fax: (561)209-WBO DRAWING NO 17-122 FOUREO CONCRETE wmw I'W I WJix aryl n mExcx QJ PNNGUMO NOLRIDNC ©WALL/iL00R MOUNTING©WAIJ./WNJ( OVER MOUNDNC (IG hS.MMCI1 ]0 {0 XEW)NE - )5 90 LpOp 130 (P.e Ie0 ... 109 AS.Db.ol q0 10 e0 NVGACW J9 90 L I]0 (,.0 1e0 30] FSO.D ]0 ♦0 aN 6p 12WIhE )S BO la1➢ 110 I60 01- 305 AS,aa ]0 40 EO ' NEG¶VE JS 90 1p/a 110 (psi) 1B0 305 3'-a, 140 a0 D 9 B 0 0 0 6 6 e IR Ix 12 11 12 Ix 12 12 11 12 I.5 -_ B! 9.3 4] ))) ] I J) J)) 9 5 g 5 s 5 s 5 5 5 5 5 s 5 s 3 s R IE$$ a e e a e ees J ) ] s! B 8 e 6 6.Se) J] ) ) ) ) 3 S 5 S 5 3 5 5 1{ 9 B 9 8 0 Ix 13 11 1] IS 0.5 63 5 J '] ) ) ) ] SS ♦ ] 3 5 5 5 S 5 1 +.-D-14 B e K�- e 8 6 I2 13 IR 11 12 v.5 ) }S ) ) ) ) ] ] ) J $S 5 5 ] 9 0 9 B e e 1} 12 11 9.3 8 8 13 JS ]))] J i e3 5 6 3 5 3 5$1♦ 9 B 9 e 8 12 12 12 IR 10 )3 53 • J J l))J J as s 3 5! 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B.5 6.5 t 12 12 a 63 S 1 1. B.5 i5 4.5 1.5 - C1� HV BLADE OR M HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* eAx� a1 vHa .H NOTES ON ANCHORS REQUIREMENTS' WOOD SUBSTRATES 1. IN CHtliS ]O WI FLNR DR SQIO NOW BDFFR SN41 SE AS fOLLO'A5: 1 BUBSTI S L Coe OF ME FOYOWW2 -SOIRNFRN POH Na, 2 M/ G.OS6(ND.S) - 1/4"e TMWN MaONORS, AS IIWUFMIYRm 6'! LT,W. BWDEE W/ wwYW d8E0YE1R AS grypiED At -WIIGIAS M W/ G-O.SO (NDS.) Oct SECTM ONSIEETS I6 4 17. -WiaicC PINE he NORM N/ 0-0A3 NLSS) E%C.QeL SEE NOTE 2 BEi -SPRUCE PINE re 80VIN W/ 0-0.38 (MO.S.) . 2 INONtlIS TO HOLLON CEILING, SWIl BE AS PEA YWMDIC TYPE U. 8HEE3 17 MA SIULL VD.0 OF -WN. 1/2- CON PLY DOD (IBIS ,VA) IAO SCREWS AS PEA NOS 2015 SPFCIFlGTONS. 4. ANdORS SW1L BE WSLWED FOLLOWING Ill OF ME R-OAIYENMTONS MO SPECIFIGTWS OF THE MCNOR'S YWUFMTURER. ` k n��i✓� _ GE ,�yyyy�� a yen • ] ? •> * f ' STA FF i IL E C -0,,,,. A.S.S■A. American Shutter Systems Association, Inc. 425e Seel Raatlf DI W'ezl PcM Beach, R 33407 Phone: B00)432- ( 2204 Fax: ($81)209-8380 m 2017 EASTERN METAL SUPPLY, INC. BERTHA HV»R Accordion Shutter System HV. ElADE #1 W/ DR W/0 NV. WINDOW BADE TILLIT TESTING & ENGINEERING COMPANY 83]S IN.W,.3111, SI. fie. .0. VIIF. fMa.,. f1aML U:6 Plwnn : (363)[]1-1930 . Fax : (305)671-IMI - x unaoaoal.cun EB-0005)19 "Iele, Le. f 44167 AWN, OESCRIPIIDn arz 0.aAW11 I 01➢ IS-O60 DA}F: 06/02/1) 9 .• 4G'0i LZe ; O� •.•F� Ep L5 ) DRAWING No 17-122 �ueR 2 4 5 I (9* 1 1� 47 SCHEDULE ON wa 15) �Jt L�EXISTING.4I �4ION, I HWEN REQUIRED MI MIN. SEPARNPON MEMO TO GIA55 SCHEDIJ GIAS" (ON SHEET I) (N)HV WALL HEADER INSTALLATION uw. SEPNNnON N Guss EX,i$RNG (SEE SCHEDULE GI-AS$/Y ON $HEFT 11) I MI } ` 1/4'e-2043/4' S.S, EXcHwE $CHEWS W/ 2'1" CONT, 1 I t REO'0. ` -IIi'0 4vc.. WIN ADVANCEDt t 1 /iWiFIDFORMFOflu IECHnoloCl W/ 1/2' Ilia, PFNEIRAtION OF 1 ixxEpDFO 1; ' I THRWED DWIO PL W I 1 WI f/2' 1 PI (SEE SCHEDULE ILLE ON $NEff IS)5) FYISRnG W x. 214' EN(SEEDS � l'{ "\, (SEE SCxD 1 0 36- O.C. MAX. REO'0—' 214' ENDS 0 lfi" O.C.MM.. EO 1/2' M.N. COX PLIYNOD . REQ0 PLYWOOD TO BE ATTACHED IO 1/2" MIN. CO%� 4Vp11 FINISH ISTrvc Mw. D. STUDS IN ACOORONSE WITH PL1W000 ROD I. PLYWOOD i0 BE pITp4HE0 10 STUDS IN ACCORDANCE SEC110N 2322 OF TH[ F13.C. 1" 55. MACHINE SCREWS NUTS O 12" O.C. YH" COW. 511 PLATE REO'D. V 4VVL F551 0 0 201) EXW * v' IL ECOINC. A.S.S.AIR American Shatter Systems Assoclation, Inc.Phon, 4268 West RaoUs Dnve- POIM BPaCh, R 33402BOe5-CDN"O Phoae: (a)432-2204 . Fax: (561)209-83B0NXID. 4V TILLIT TESTING Y ENGINEERING COMPANY : (ba)6]1-1630 . P°, : p05)BTI-1531 L MbcwWL"'West A lWx 1, PCE M1Dflep U.. If44162 . R DRAWING No 17-122 SHEET IR OF 20 yl . FINISH A•SJ I/lb TAPCON WITH ADVANCED THREAOFORM TECtMTOGY W/ 11/2' Min, PENETRATION OF THREADED AREA TO COSTING N'ODD HEADER. (SEE Emma ON SHEET 15) LDPfpH I. � FEE aN 'x1 C...; I HEADER REWD MIN: SO'No,"Ux G.RS— TO GV55 4 (SEE SCHEDULE ON SHEET 11) ® HV WALL HEADER INSTALLATION 1-SEE I -SEE SHEEP a FOR DAN $NU N ASSFNBLY. 2-uOar, STO Sort . W COMBINED Ix ANr, war TO sort Axr wsrAunnoR I MR. SEPARATION I ' To GIASS EWmxc (SEE SCHEDULE ON sHEET 11) GIASM—; ( Y VIA' (Min.) E!ISTMG—. MOD BENA REOUIRED, STRUCTURAL ADEOVACY OF EMSTNC WOOD UGia TO SE CERTIFICD W RECISTEREO ENCMEER OR 0 E -- FRCHRELE PRIOR TO SHURER RUVX'TION. 1/4a TNPCON WI .�j •— AVIAN= THREAOFORu P - rochhotO W/ 1 T/2' Min . I PENEIRAM. OF THREAV ED AREA. TO FXISIIxG WOOD SON. Nil (SEE SCHEnIIIF OH SHEET 15) EO jE S D. O 6' O.C. I I 0 or 1© or I© �(1 I CMISnNG G."To Mx.zw rul '' w� II Hat BA; awOe q CTHV CEILING INSTALLATION w m Anal maAq f�c` _I I `-a[urE aI v¢r ESlrnxc I" °ea�n,D 1 cuss\ I _-0j TERN I -� LDCHOR �mCATION Np/e'1�wx _ L•-EO--Egc;V UA' S.S. PMILUPS.IRUSS EDGE OP DOOR IF IYPW&E \_I/A P TMPCON WITH LL I' J ADVANCED THREADFORN an. HGO W^CHNE_SCRf1Y5 _ 2.IIIN. TECHNOLOGY W/ 1 1/2' Yin. PENETRATION OF THREADED W/ 1/x-20 M115 0 12- O.C. -i AREA O aDvXRH OF WOOD 1/4W m 'P IAPCWITH axosis THRFAOFORN TECHNOLODY ATE PI W/ 1 1/2- Yin PENETRATION OF MRU.DED AREA IWO 1000 DECK. (SEE SCHEDULE ON SHEET IS) (SEE SCHEDULE ON SHEET 15) lV HV WALL SILL INSTALLATION IUHV FLOOR INSTALI EDGE (IF APPUCPBLE) COST&G WOOD TRUSSES OR RAFTER O 24' O.C. REQUIRED zmxC SOM I/.' MEN. YHK. or © or TUBE 10 ••• "••••••• '• •""`. MM. 0.5.U. OE516N LOAD AND T, 9'-0. MA%. E'_ THIS N ro (NEE 'a INSTAtI H IS ONLY Ia °! COVETING -I a,=OH I FORWOOD W/ MIN. SPECIFIC W 1A55—'i'w G6� ill IGRFlR ONEUeI.GR SOUTHERor ONN PINE No }, — 1OOR ® UUHV CEILING INSTALLATION r _ IQOR ow. SEPMpnDN 1 I i I * �• /� / {' IL ECOENG. TILLIT TESTING k ENGINEERING COMPANY 0. Xn. ]eu. a' 5Y ]a5. WREYW GW`EN'. O.R. a vnon.: pos)m1-ub . m. ; Cmien-Un p ��ls :C��rl:'\' em EB-IOBO6T19 <am M'KTFR A DUN L. el! ,`IRNA�rp 4 P.E �(sEt scHiouLE I I Ox sxEET 11) i I J` I1 8 Ex4LIMC I -WASKER,, HEAO,Me GN55---' II SCREWS O 12' a,c aw. W000 REQUIRED FINISH ALUOoCD) OF G _ TECWl01AGY W/ 1 1/Y Nin. DECK IF - PENETNnON OF MRFADm APPUGBLE 2' Yw. AiPA O WUMDTX OF RVOD PLATE. F. SEE �A VORS OF MOE OF (SEE SCHmtIIL ON SNF£T 15) Ux BtwE D9a+mm 1s HV WALK-OV R IN TA NATION RI 2017 EASTERN IIETAL SUPPLY, DIC, BERTHA HVTM A.S.S.A■ Accordion Shutter System H.V. annE 7 W/ OR W/0 H.V. NROOW ®AL American ShuHai' Sy9lams RFv.xn o[scRlrrlox DAr[ DRAwx er NL Association, Inc. I am 1s-Dos a/oz/n DxX as/ot/1 4268 West Roods Drive 2 West PDIOI Beach, - 83Am O DRAWING No Phone: (800)432-2204 . Fax: (561)20B-8J80 A 1 %-122 xmo slugs t� ,as. tax nrmw. 1 z um. h 0.1/2, S...S. 41 OR 0- evZ�-a•a-u•a- J a•�-o•e-o•a- o.�.rR.�.r., END CONNECTION DETAIL G) END CONNECTION DETAIL 0 Exmwc 1/IY 1... M111 '-GVSS /Lv-.a MRFADroRIn ` tEp..O1LIN pN BIIUDEx T— wPVa9PENFfRIT.Ox Ilaa:/3 C.- � 1/2 uw. Q1 OR DOW m (- ROGUAED ONLT Pw yµ pAU¢fl T:WI "-0' ♦ SEE UMITATIONS OF USE OF 311E (1��ON SHEET 19 1 4J pR�btF�IOP/� • yl END CONNECTION DETAIL c END C]9fINFGTION DETAIL 11� .. `.� iL� FLORIDA A.S.S.A■ American Shufter Systems A9eOEIaHOn. Inn. 4268 West RODEz Dtive West PaM Beath. FL ] 4W Phone: (e0O)432-2204 . Fag: (561)209-6360 BUILDING CODE (High Velocity Hurricane Zane ® 2012 FA9IERN NE SUPPLY, INC. 'tiv 14ZIT �':'�cENSF'••:9 •� BERTHA HVTN Accordion Shutter System H.v. RADE q1 w/ a+ W/o )tv. WNI HJDE * � % 'k -a p 9 ••• U TE OF / Q. \ as TIWT TESTING & ENGINEERING COMPANY D]]] NN, JCu. 545K JW. IIRCWY VPyMS. MWW J]Ifi Pnme : NOR0]1-1530 . Pa.: (105)0]1-1]31 -mvdB un.:caeoLcwn 0006)19 x:IL,FP A ,¢Lf h. P.E ea.L . 1 4416x RIM.N. DESCRwhoa pP1E Ofta. W. N.L 1 OIL IS-. /0]/1 M1C p0/03/1) R DRAWING Np 1 7-1 22 p • ro...•0gID •,i \\rl•IE1L S G 11 S ,1 P.L S [JOA1E 3 4 3 SHEET 18 OF 20 fi v'-Via'V 1Y�LY b b 9 b b b b b b ELEVATION MN. xP w .10 s ss ENIS.0 CUSS-- USS 4w SOEAl1E ONRE SI 12 FOR BA1(fl('.l "ORM FELT FOR EL S(D&•� --------------- P. mMacApLc[x1ERwlfsl::1�� Wl IW(R.t-3Imrt 4 Aarvf) PLAN / TYPICAL C1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE QAN SHUTTER •! IL E C O tP1a. * / * TILLIT P\, STATE OF Q TESTING k ENGINEERING COMPANY NJ55 M, 91., .. Nfl41NY NeFENA I..se ]1 05)871-1530 . Fa.: (]ODBTI-IS]I L L[C AI W.LL1FA TINE Jr. P.E. P}'S)/1+,•1 FM/NWBFIIIRFIBATF FIOIDCA Uc / w18) • GENERAL IMITATIONS AND CONDRION OF I FTIR IE8M (1�tly RI AGE ACCfIRDInN qHtUTMWORKING IN 1. Yq. A5.0. DESIGN PRESSURE FRWG .110. - 110 pa.I. 2. W. SHUTTER SPAN: 96'. 3. ALIDNE) MOUNTINGS: /. D, G 4 11 ON SHEETS B, 1 AS WELL AB MOUNTNGS µ 0. T.SYUMF�Yhly[IW WOOD SHEETS 16 6SOI1)�/.AMEy�.� �j 3.Y�Y CENRRN.IBE INCLUDED ONLY AT .?NO QUT-1MS EASE OO` p P jNO SSS' (A) 1N N91DOW BUDF I© 514LL OIQY µIOW A WJJYUY OF 5 Ope"'Os we Ip..) FOR O PER BVDE AT SPAOAGS SHOWN ON 51WEF 4. (8) WN, CIFN M FROM 11 OR BOTTOM EWE OF IN VWWM BVOE lQ OF AW 3Y HOE FOR O Swll BE 12'. (C) RATE OR LW BLADE COUNG OUT FROM S/RTME AT ENOS W,Y BE IN WINDOW BLADE 0 (D) IN WINDOW B VOE O YUS BE MW µ1ERNATE TO A DOUG W BLADE lO TNROUGHOUT SNUTIFA'S MUTT. (E) CFFMAN 51N1L ALWAYS BE INSTALLED ADJACENT TO A SOLID IN OVDC 1 AT EITHER 510E OF TROD. (F) POLYCN00-1` IN WIN00X G� 5 W.LL BE INSiµMFD SO TA95 (ME THE MIDOOR OF THE OPEN.. BTSNC PROTECTED. MJ MNpOW ! MUST BE ONLY INSTµ= AND ICCHED U31NG A IN SIFTING TOOL PROW 0 B! AM, WC. B. SIT ANCHOR SPACING SCHEOUIE MR WXAUATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15. AS UWTED BY SPNI AND DESIGN LOAD (SEE NOTES >. SEE ANCKDR SPAL.G W,EDULE FOR INSTµEAMUS IMO POURED CONCRETE OR COiCREIE El= WALL ON BRU S 12 k 13. AS UUTED BY S ...0 DESIGN LON (SiE NOTES 1 h 2 ARWE), B, WMNUY SEPARATWN TO Gt M SOIEWtE lisNaTTFR SPAN MuNum SEPARATI0.V ro GLISS 8r M°x. 5' FLORIDA A.ST.S.A3, American Shutter Systems A9e0cIOtlen, Inc. 4298 West Roods Drive West POIm 8e..h, FL 33402 Phone, (800)432-2204 . Fax: (561)2C9-8380 02017 Shutter OR W/D H.V. DRAWING NO 17-122 I • 1/ yAINEs -. 0.0 1/2'. 533 GRACE THICK lY A-65] 2" Mo..� TEC,41 o STUDSS AT He 0 snms AT Ia• pc. fir( ' NO,dap 1 Iwa mn. 43e ". 3C IE6 IRNX / p 6• O.C. . G-604 (/ MI 10 tGn. C-60 p 6,00 2 TVK ro 51 O IC ra P ax AS OP ABLE 39 As APPDC'A6LE F I[RgR FKt E%Isnuc CLASS LAIN. SEPARATION TO CUSS (SEE SCHEDULE) FINISH rEXISiIN6 1A5 0 nl=9LE YNL `MICR NN p 6b.C. V. Q036- En TRv:R cm C_ 43c 1 ' 43p irvm0s Spe,mSIFH To SCHaIS ON m 6. O.c. TT.I. C FOR AND CONDITIONS OF USE BERTHA 1 HV BLADE ACCORDION SHUTrER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING:@ ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRA GED A S METRICAL LAYOUT, USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XIERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ** BLADE SACK DETAIL HVF IS VALID ALSO FOR -------- l 1/P 12 `-� CENTERMATE 21 APPLICATION WITH BLADE 1Q 43b 1 0.035• inm6 VARIES � 0 6" O.C. a-653 . YMi 10 2 S rxv. alEE MS WALL HEADER/SILL INSTALLATION OS ale l6' O.C. MATES O1 ;2.000'ka..l m'p9' ®3 1/4"0 NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASSSCHEDULE 3.000' No.. MINIMUM SEPARATION TO G A55 4a LtNCTH . 1' 3 1/4". 43 1 /4-9-20X3" BOLT MUST PENETRATE 0 1" 1.373'y L 050* 1/4`0-20 THREADS -0 CO CONSTRUCTION .._ COMPONENTS EXISIWG MS" AS ADRICPBLE SG - 3/B'- 1• `(TR. TOP k Bonou) -------�-- ----- --- -- - -------- -1 - -- �_ E%I SR-NG CLA--ss _ _ SYMMETRYCAL SYMMETRYCAL iES 43E 436 43c sE a TION V CENTERMATES W/ CENTERMATES W/ u.. EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDEI (sEc°=SCHEDULE) I 1 6' (TTPJ n m pAs IN ` wwaLrarou N IN Ismw aIs¢ 8' NA�nw/ersavoEAr (sToE m0amueR ----------------- ---------- 2 ----- - I I T' ------------------ -- --- --- -------------------------------- - - ---------- -'-== - ---- - -- -- ------------- 21 21 21 e 21I r� 1 13/r. 6 1/4'. 0.035• ThlCK Wn. ,.NY GN.Y. STEEL 1RACH CHANNEL. /ASM A-653 CRADE 40 Mln. C-60 GLLV.WIZEO FASTENED i0 SIUD5 W/ (2) /6.1/2- TEX SCREvS ON W1EROR k EXIEWOR FACE - 12 a ---T --- [2) 42 LOCAT O AT 12 Mr HEADER/SLL ENDS VIEW Y 1 2 3 1/4' (T%PJ—I0 /1 (iyP) ]6 1/ 2 awe. SLACK #*— SIDE CONNECTION TO TRACK (Coot.) yVA 1u"E '1rIFr,i".�L,gDE SLACK DETAIL HVFC FLORIDA BUILDING CODE (Rich VelociW Nurrlcan" 2-1 IL E C O TNc. �+ /� A.S,S�A. American Shutter S,5)oms Association. NEC. 4268 W.d ROOBo Drive West Palm Beech. FL J]40] Phone: (800)43]-2204 . To.: (561)209-8380 o G�71rim 117Y TM Accordion Shutter System HV. DlAE #1 W/ OR W FLV. WFDOW BALE TILLIT TESTING k ENGINEERING COMPANY e.' Nw. ]Nn. s'. V.. Oo' xxcnu cw . H.M. ]115 Phone : (305)871-19I0. Po.: (]05M71-1531 - .1.. 41IeccOceLaan [6-WDBl1Y WUFA 4 TULO Jn P.E. ROOCA Lk. a 1067 AMN. DESGl"'ON DATE Duvet DY xt. 1 OLD 15-M 8/02/12 OMD 0./02/1] 2 DRAWING No 1 %—� 22 ] s SHEET 20 OF 70 6