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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES - BERTHA HV. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE W1rH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES DESIGN WIND LOADS SHALL BE DFTERWNIED AS PER SECTION 1620 OF THE ABOVE MENTIONED CDDE, FOR A BASIC WINO SPEED P.EQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH -A NRECRONALIIY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE A{AXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE. 7-TO SHALL BE FIRST REDUCED TO S. DESIGN WIND LOADS BY h{ULTIPLYMIG THEM BY 0.6 IN ORDEP.TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR 'WIND LOADS WAS = USED IN THEIR ANALYSIS. HOWEVER„ AV WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V_ ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS; -HV BLADE 0 J0214.01-03, #0715-01-03, #1004.01-05, #1214-01-05, n0317.02-06. #0609-01-10 AND 90210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D. WIN) ZONES 1, 2 & 3).& f;220.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSILE -HV WINDOW BLADE &y!-0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 111 0725.01-58 AS PER TAS 242 PROTOCOL 2. HV SLA.DEOi AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON IV" EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3, BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #'14x2.75' AND 114x1.75' RESPECTNay, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 Icsi YIELD STRENGTH .AND 180 ksi iF1r9LE STRENGTH. Pllv5 SHALL COATING APPLICATORS, REGISTERED W[tH AMER BE COATED W4TH BERTHA VY DACROSHI].D COATING -SYSTEM AS MANUFACTURED BY APPROVED IcAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE FIV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. 6005-75ALLOY. MINIMUM YIE LD STRENGTH FOR 6063-T6 ALLOY IS. 30.0 LcsT AND 35.7 i¢i FOR . 5. AL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksT MIN. YIELD STRENGTH AND 90 ksi .MIN. TENSILE -STRENGTH. AND SHALL COMPLY W1/ FLORIDA BUILDING CODE SECTION 2471.33.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE (D : 12.13.14,15 AND 20 HV BLADE Q1 & G WORKING IN UNISON: 12, 13 & 15 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A US. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, METAL SUPPLY, INC. IN WHOLE OR INPART BY U.S. PATENT n5'458,179 155UE0 TO EASTERN 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHEP.E SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEALJCAULIC ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BULLDING TO PREVENT 13RAIN INTRUSION_ - 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT; OR OTHERS, M CENTERMATES AND ENGAGE OR LOCK ALL HV AND HUST PROPERLY CLOSE ALL HV AND HD D LOCKS_ 11. SHUTTEF. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION. SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12, BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROMOED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.EO. PREPARED BY TINS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DPAATE FRCP,{ THE P.ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON, THIS P.E.D.. PRGADED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -(c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SRE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR. THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PIED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER SHALL-SUBMrr TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW!. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGIN cR CF RECORD THAT PREPARED IT. TABLE OF CONTENTS GENERAL NOTES SHEET L SYSTEM COMPONENTS 1-20 SHEET .2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: BY BLAB (1) AN HV WINDOW BLME (74` (WHERE APPt ICAE F) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 5 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS ITV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, 'A00D SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 AREA .. HY WINDOW E31 A P ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE I11 ONLY INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA ©- tLONVA WILDING CODE (Rion High Velocity Hurricane Zan, SCANNED t `. :c r' ri�� fY h 'JJ 02017 TNECO. 7Nc. 02077 EASTERN METAL SUPPLY, INC. B A 6t3 .'•=�ri BY St. Lucie County ! ? '` E C O rN� A��.��A� ion S Accordion Shutter System ter S 9 4 _ ` s � R Ar^���n Shaffer SyS{6fr1S FLV. BLADE #1 W/ OR W/0 H.V. WNDOW BADE TIU1T TESTING & ENGINEERING COMPANY Ly, N DEScalPryoN g 1 =�iP"1 '•. ,� ;' ;a 'r+�y��..... 63SS N.W. -Vu ZL, S�. 3n6. VQRG5�aA CAsc, :!as, t10FWA 331E Phone : 005)71-1530Fox : 005)8It-1531 AssociCfion, Inc. 4268 Westraads DATE DRAWN e,.: Lc I OLD 15-085 7/27/1, GATE: 07/27/17 z .3 DRAMNG N/od� '�.- `NRfiti+ : . 0NAL . e-mm�L�6719 Drive West Palm Beach, FL 33407 4 !¢! DUAL" A Ttufr Jr_ P.E. 1 7- 1 U7 P.E. S OstiY 'f11RE/DATE FLORIDA tie. p 44767 5 cul� o n� 0.454" " �a.J 1 eg i 4.371" I ' 4365' 4.857" 1 +i.999" OLfD BLADE �1Tfy UNIVERSAL FLOATER US PATENT 5 $'79 QUALIFIED FOR USE W/ HV BLADECT, O _Y 6005-T5 ALLOY AND TEMPER LIMITATIONS OF "t5S P" DE i@ ON SHEET i 9 6063-T6 ALLOY AND TEMPER '�HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE (1, 6063-T5 ALLOY AND TEMPER 11 HV CEILING HEADER O AAUF}ED FOR USE W/ HV BLADECtONLY, SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER x� t �( f n Y MlV. t 062' SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER. 3.226" 1.t.AO" 085' ' (1YP.) i ry 4.897' J HV ADJ. ADAPTER WAIP QUALIFIED FOR USE Vl/ HV BLADE 1� 6063-TG ALLOY AND TEMPER VAR,'ES _12 HV HEADER/SILL QUALIFIED063-TUSE S LLO� AND BTEEMMPE(T)ONLY ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE V ONLY. 6063-TS ALLOY AND TEMPER `3 HV DIRECT MOUNT QUAGRED FOR USE W/ HV BLADE jI 6063-T6 ALLOY AND TEMPER" i�HV WALK —OVER TRACK QUALIFIED FOR USE Wf HV BLADE 1 S 6063-T6 ALLOY AIYD Tc"MPER t + HD CEILING H QUALIFIED FOR USE SEE SECTIONS I COMPONENT A B Tf T2 !� t j 2' S" MAX.! 1/8" j 1/8' 2' 15" MAX.; 0.192" 10.192' I 2.5" t 7' MAX 0.190" i 0.190" 77 2" (5" MAXI 0.139" 10.131" Q2017 DLTECO, INC: a 1 U E C O ymc. t�')3jr ` TATEtr TILLIT TESTING & ENGINEERING -COMPANY 6355 N-W. 36th. S:, Ste. 305, MRGINV GD Me4--., FLpt6LVl 33 1-- b Pho� : (305)877-1530 . Fmt : (305)871-1531 .......s ••r�6,`;� =-male 00067oN.com re-aaLLff I1� WAi.TER ,1, TfLLi7 .Ir. P.E J �f TJA it /nATC FLORIDA lic # 44167 0HV wzlaD'\STARTER QUALIFIED FOR USE W/ HV BLADE Qt 6063-T6 ALLOY AND TEMPER (9�HV TRENCH TRACK 'J QUALIFIED FOR USE W/ HV BLADE T ONLY. 6063-T6 ALLOY .AND TEMPER 1 41 HD WALL HEADERfS�,� QUALIFIED FOR USE W/ HV BLADE CI ONLY. 6063-T6 ALLOY AND TEMPER 1 1 X Y t r; 2" i 2' !QT25" I � t CORNER POSTS QUA.t1FIED FOR USE W/ HV BLADE C1 6063-178 ALLOY AND TEMPEP, A.S.S.As American Shutfer Systems Association, Inc. 4258 Westroads Drive West Palm Beach, FL 33407 t 10 HV RAINGi 'QUALIFIED FOR BLADE _b T6 ALLOY W/ CODE (Non High Velocity Hurricane @ 2017 EASTERN METAL SUPPLY, INC. 7iwm0 ■M "w TM Accordion Shutter System HV BLADE #1 W/ OR W/O RV. WNM BtAQE AWING No 17-107 _ 4.6ea" �— .745• 2.293' ---� t ONLY 1 21 HV FLOATING CE - T S' QUAL'TeIED FOR USE P!/ HV BLADE 1?& L ONLY 6063-T6 ALLOY AND TEMPER T- i i 3 al ,L i Z7wt — ? z.7S6 `m i Pth� FRONT ELEVATION LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(-,-' ONLY 6053-T6 ALLOY AND TEMPER 31 0 CE QUALIFIED LOCKING ROD d QUALIFIED FOR USE W/ HV BLA( 6063-76 ALLOY AND TEMPER )INSTALLATION WILL REQUIRE;;A;_.`I'`�' ILI-ED AT IRACKS FOR_PROFER' $` HV MALE "T" LOCK CENTERMATE 2�r3; HV-CiRNER CENTERMAT€ QUALIFIED FOR USE W/ HV BLADEu§ONLY 6063-76 ALLOY AND TEMPER (2 QUAUFIED FOR USE W/ M✓ BLADE�ONLY 29- HV FEMALE "T" LOCK CENTERMATE 6063=T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLAOE(1�IONLY 6063-TS ALLOY AND TEMPEA� :32 6063-T6 ALLOY AND TEMPER --I L-375"0 HV 3/8"0—i6 ACETAL THUMBSCREWSr�°r;, tCps o 04' stp ��•p i ST,�'iE bF sc y tt P.E. SE L� f M Nbk-,` IATt W 3 FAD CENTERM/A/TE'S INSERT QUALIF6063ED -QT6 ALLOYWSNO TEMM ERHV E -"& %p t�t/-2y' i 1 I -N� Ii HV 1/4" 0— 0 A►SI 304 ERIES S.S. THUMBSCREWS QUALIFIED FOR USE VI/ HV HLADE� V2017 IXTECO. INC. /TlL EcT,7. TILUT TESTING & ENGINEERING COMPANY 6335 N.1'/. J61h. SL, 5 . 306, NRGCILA CARMUS, FLORAA 331 Phone : (305)971-153o . Fm : (305)871-1531 e—mall: 1A.-O9cud.mm EB-00O6719 WALTER A TiLX a. RE FLORM Um 1 44167 m M -eRA55 CMNDER * KEYS (CHROME fgATEO) HV LOCK c hl N ^7 n n N o� 82?" { HV "T" LOCK QUALIFIED FOR. USE W/HV BLADE 1, ONLY. -HR.ry71/4 E0 I E PLATED) ALIHED FOR USE W/ HV BLADE 11 & (B ONLY. _$78,v 578� m N i I-360' AFTER RIVETINO BEFORE R1V-TING 1/4"91-20 'RIVNUT* *SERIES 9444 ALLM-WN (2024 73 ANY) LARGE FLANGE THIS SHEET M1MSERT, PART # 0820, AS NANUFACRIRED trY AVOEL CHERRY TEXr ", PARSIPPM NEW JERSEY 07054 OR EQUAL, -9 liV ALTERNATIVE LOCK QJAUFIED FOR USE W/ HV BLADE 0 ONLY. M zz 0.875" Min. 1 .125• Max. 34 HD LOCK BY REGENT HARD4JARE MORTISE LOCKS SERIES 2333-HOOK 60LT LOCK. QUALIFIED FOR USE W/ HV BLADE J & @ FLORIDA BUILDING CODE (Non High Velocity Hurricane CD 2017 EASTERN MEFAL SUPPLY, INC. Aw S<S<AE American Shutter Systems Association, Inc. 4268 Westroods Drive West Pdlr i Beach, FL 33407 Accordion Shutter System RV. BLADE #1 W/ 0R W/0 FLV. WNM a" DRAWING No e 1A7-107 SHUTTER ASSEMBLY SCHEDULE FOR HV Q'I HV E 1 E 1A RECESSED NYLON BUSHINGT RECESSEDNYLON BUSHINGN O-N HAT WASHERL CARRIAGE AiSI 302-303 SERIES/16- THICK NYLON WHEEL.AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN W/ #8 HEAD HV 2 3/4" ACCORDION PIN W/ T8 HEAD ® POLYCARBONATE IMPACT REStSTANTI HV WINDOW (1) HV PIN a SHALL ALWAYS BE USED AT ALL EXTERIOR. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ FTV 1U OR HV 10 BLADE. (2) HV PIN ® MAY BE USED IN EXTERIOR BOTTOM KNUCKLES OF BLADE WHEN CORRESPONDING TO LIEU OF 0 AND ONLY AT HV ACCORDION SYSTEM IN/ H1 INSTALLATION "11 ", SHEET 7. (3) HV PIN @ OR (@ W/ 1/2" O.D. 1/16' THICK S.S. WASHE SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL SHEET(CO) N.rs. ASSEMBLY LAYOUT N.f.s. �'�`^�"�= yi7gyT `•; "J'p� E+26177 MTTEEGGO. INC. •• �� 4 TILUT TESTING & ENGINEERING COMPANY ✓l p ,1• 4 ✓i t5.'•. �{I(i�t�J T`: .,V Lr'ry 6355 KW. 36:k St. SIC 3305. WROMA [MDEM FLOR4A 33 ry�j•F�'........ py t Prose : (305)87t-153D . F¢ : (3D5)871-153? 47 / jVy'�AL a-mo7: t"ReC00001.=M rr111 EB-0008719 • �•'-+.. As+e e'r WALTER A'TILLF Jr. P.E. P-E. SEAL/SIGNATURE/DATE FLORIDA Uc g 44167 BLADE'S KNUCKLE (TYP) 2 7/8" rant/ CLEAR SEPARATION BET imi BLADE RIOR ON G62S' BLADE .G625• s . X_x '0625" .D629' s TYPICAL HV WINDOW BLADE (A AND POLYCARBONATE HV WINDOW DETAIL *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12' MIN. ILEA CE RESINS, UV —STABILIZED GRADE OR SABIC TO BLADE BOTrPM INNOVATIVE PLASTIC LEXAN 103 RESIN � 1 I (SEE NOTE "F" ON SHEET 19)- SOURCES FOR APB KA9:E T�lS_T ICIL Pp.OFEili 5 STANDAM corn SrFN esn.:9AE pPOLYCARBONATE yy1 iFRI tm Wyl J51N W7 z GOD+ m/n.Da113 6/in' Lo Sire �N ASiY MM 9.1C0 v.sc 9..00+ iL.�.,iY. Ar� `.4 ASM WSG 12.5L0 v.v. i ,40L p.1L IBJULSAL H!)R.SLS tSf 07SO 3 4cw c-. 3u5.CDD KO1CM0 IZGD Efr. Su AS[U 025e ASRI MaA3 15 F-a/n 472 S 17 Fi_�yCn E45 % AAx sxC _ DENRY M7E OF 0L> F,1G ASPA 0635 C-1 CEASE C-1 CLASS SELF ID1:DiDN AM 01929 LC40 'F 9W .F NTa--� A M55 TENSIE SfMDwN AR W7AE'JA^ ASD! en RM2 psi- E&fU vs. S J'SiE S`n i EC�_L C+FAh[Ti . 1`1 cs39 a 61 Fci. EPPP P.s.L A.S.S.AE American Shu#er Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Mon High Velocity hurricane ©2017 FASERN METAL SUPPLY, INC. vww" a B7/% "w".1 Accordion Shutter System H.V. LADE #1 W/ OR W/O H.Y WMW RAM 1 Gib"15-085 127/1 DATE 07/27/17 3 DRAWING NO < 1 17-107 DETAILS ON SHEETS 10 & 10 TYP. FULL 1EIGHT. N.T.S. V (L'ji. �1��4TV 6i ®Y �U41, 03 TGiIri SGK `D�+i1 Z'.M /��+17 lG'+i7i iSyg JdlG3loB e•. *NOTES ON HY LOCKS AND CENTERMATES .1. M&NDATORY CONDITION 91. ONE HV LOCK (2 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12° ABOVE OR SELpW j/2 OF SHUTTER SPA\ FOR SPANS UP TO 1105 AND FOR INSTALLATIONS T ANY 9 ELEVATION_. HV LOCK �§ or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO L(�1 OR 6 CENTERMATES W/(2) 1/4'4-20 x 1/2" LONG FLAT HEAD S.S_ M.S: LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. - e 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECUR17Y PURPOSES, UP TO TWO HV LOCKS . � OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR C2 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. 09MNAL CONDITIONS (VALID ONLY WHEN M N0.ATQ� CONDTTI0.' CR frkj,Jr%ATn �I-pR1Dry yet #2 15 USED'MWO H V I OCKS)• .LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS & OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION)_ 4. MANDATORY COS ONE HY LOCK ',R or FZj' SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK (2% or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO ® CORNER CFNTERMATE W/(2) 1/4'ID-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL B£ AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN OYI SHEET 72. az o - S. It TSB Nrs ONE ALTERNATE .HV LOCK MAY BE USED IN LIEU OF ItV LOCK or � FOR ANY SPAN AND IN ST LATIONS AT ANY ELEVATION. ALTERNATE LOCK @ A1AY BE USED AS AN INSIDE OR OUTSIDE LOCK. oa` ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO @ OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-2Qx3/4" ALUM, RLVNUT AS SHOV44 ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN_ 6. MANDATORY COlL^ ON 13FOR KEYSTONE MOUNBC TN^"' 11 TIO Nc ONE HV LOCK G* or 23 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW OF SHUTTER SPAN FOR SPANS UP 51/-�2 TO 96", AND FOR INSTALLATIONS AT ANY.ELEVATION. HV LOCK a or @5 or E: MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @° or 0 SYMMETRICAL CENTERMATES 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 ELEVATION. USE OF LOCKING RODS ;i9 W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HY "T" LOCKS AND CENTERMATES• OF CORNER 1. SECOND AL re CENTERVIATE TERN TO MANDATORY C.ONDTION 1yAi 1D ONL•� �'OR 11\ 'T" OCK AhD C ka•IEti-6�8 ah ONER TE FIV i LOCK GC?� MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN M!D 1 Y ELEVATION.ALTERNATE LACK3a MAY BE USED ASANNSIDEOF LOCK OES USIHO Rc'INFORCING LOCKERASSHOWNONSECTIONONNECTENTERMATES �8 AND 19 W/ 7/4"6-20 x t t/2" LONG S.S. rriR65DED BOLT V!/ 7/8'm x 3/32" WINGNUT OR W/ 7�4'0-2Dx1• S.S.M.S. INTO A 1/4 0x 5/8" RIVNUi_ LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS t_.' Top AND BOTOM IS MANDATORY. *N ES ON HD LOCKS &CENTERMATES: : ONE ALTERNATE HD .LOCK (3f MAYBE USED IN LIEU OF HV LOCKS 2 OR ` `r FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 34` MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK 64; TO @ IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEVENT INSERT �P AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDI OR 72" MAXIMUM BELOW OR ABOVE MIDSPAN, USE OF LOCKING RODS 6S 15 COMPLETELY OPTIONAL ,1 s► . yyt �,��, ft1�,• ymp $ 7 02017 71LTCC. INC. iL EC O �INc. FLORIDA BtJ i Aj�',S'��� G CQ ( Dn igh . elocity urr€cone one @2017 EASTERN METAL SUPPLY, INC. BERTHA, HYTM Accordion Shutter System ,-�� _ p i .f.A.I..�y... �•L''}� 1y F§ ftr11 P.E. SE9C7S9G` XfURE/DfiTE TILLIT TESTING & ENGINEERING COMPANY 6nS NXw Ib. SL, sip 305. VKG1x1A WDV4% FLCRVA 3316 Fiore : (W5)871-I 30 , Fox : (305)871-1531 a -ma _t eo6i9'eom WAITER A. ILUT Jr. RE FLDLaO`' L,c, f 44167 American StlUttBf $Y519Tt13 Association f Inc. 4268 Westroods Drive West POIm Beach, FL 33407 H.V. a DE #1 W/ OR W/O FLV. WINDOW BtADE IEV. M DESCRIPTION. DATE 011ATM BY: LC.: I OLD 15-085 07127 1 DATE: 07/27/17 2 DRAWING No 17-1 U7 3 4. 5 SHEET 6 5 OF 20 1 1 POURED CONCRETE ANCHORS (SEE. SCHEDULE ON SHEET 13) 7 ,A HV WALL HEADER INSTALLATION Ta� L1 Sr 0YAE tN 11 FOR RHF On SIEE7 19 RHOS CL & r77777 �P ,y i1t it E. Dx tI tc tt � S 1 / , '—CONCRETE ANCHORS PCUREO CONCRETE (SEE SCHEDULE ON SHEET 13) OR CONCP.ErE BLOCK VVALL REQUIRED 2 HV WALL SILL INSTALLATION POURED —CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 17 @E M,M (fc ttlaUNI NG (DON' 6HEET 7) t' -1/4 4-20x3/4' S.S. EQ-=-EQ MACHINE SCREWS USING 1/4'-20 NUTS 0 12' O.C_ t OR l OPTIONAL OR (1:�* Mft SEPARATION TO -GLASS (SEE. SCHEDULE ON SHEET 1 EXISTING GLASS--4 J Max, HV WALL HEADER INSTALLATION + KEYSTONE 0R •� 1MIN. SEPARATION TO GLASS. I � t :—(SEE SCHEDUE ON SHEET 11) POURED CONCRETE - OR CONCRETE BLOCK WALL REQUIRED NOTE FOR COMBINATKIN OF SGCTIONS: I- SEE SHEET 4 FOR TYPICAL SHUTTER # ASSEMBLY E. O, =EDGE DISTANCE 2— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFtCAT1ONS ON SHEET 13) IN ANY WAY TO SUIT ANY INSjALLATION. P.E. OPTIONA_ /4' Max Lllt� 15.51OR I 1/43-2Os3/4 S.S. L€C EO-? PHILIPS TRUSS HEAD 17 $ MACHINE SCREWS USING 1. 1/4 —20 NUTS 49 12' O.C. Min. 'CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) E i HV WALL SILL INSTALLATION SEE LIMITAT,ONS OF USE FOR 8LA17E C ON SHEET 19 *2017 TILIECO, INC. x !L ECOINC. TILLIT TESTING g ENGINEERING COMPANY 6355 H.M. 36J4 at., Ste. a(15, VIRGEN90% GARDENS, FLORirA 33 Phone : (305)871-1530 . Fos [ (305)87t-1531 e-rnm1: WwcoZa 1.=- Ea-0006719 WALTER A. TILLIT Jr. PX rr FLORIDA Lie. f U167 I.LII:]a-W CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) LIIN. SEPARATION TO GLASS WEE SCHEDULE ON SHEET 1 1/4`0-2Ox3/4- S.S. MACHINE SCREI9S 191 1%4'-20 NUTS 0 12' O.C, f' ',J HV WALL HEADER INSTALLATION MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 1 Max. OPTIONAL 13 15 I I 19 L EOIEO--? '1/40-20x3/4' S.S. PH€LOPS CONCRETE FNrHORS _TRUSS HEAD MACHINE SCREWS L—(SEE SCHEDULE ON W1 1/4-20 NUTS 9i 12' O.C. POURED CONCRETE— SHEET 13) OR. CONCRETE SLOCX REQUIRED F�HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ Ill HV BLADE FLORIDA BUILDING CODE (Non N A. S. S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 v 2017 EASTERN METAL SUPPLE ; INC- BERTHA 1-W., Accordion Shutter System H.V. RACE #1 W/ OR W/O H.V. WINDON BIAOE ;AWING No 17-107 B OR POURED CONCRETE ANCHORS CONCRETE \ (SEE SCHEDULE ON SHEET 13) 1 REQUIRED \� i EUrE OF Yam.. SLAB IF I. ..0 APPLICABLE IXISRNG r4. - GLASS - a I i f GR. f 3 oR 15 MN. gPARAtY`1 TO MASS (STD -1 FSCHMUZAD 515ET 11 1 tt - 9Mi 1DAt"J Q1 r 5 T 19 FIR 1i.DLS � s 6 i ON SkEryll tEXISTING j 1 0' GLASS t ° OR /4ELt_ 0 CONCRETE ANCHORS Kf i ® 9" 0C. (SEE SCHEDULE ON SHEET 14) 1 7/8 - 17/8 I}3 + ruumt CONCRETE REQUIRED E.O OR I r7 t r i 11 #TOx3/4" HEX VlASH72 HEAD i /fi WN. TEK SCREPIS 0 T2- O.C. zn CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E 1/2 11 EDGE OF T j SLAB IF b 7 APPUCAB!£ POURED } J f CONCRElF (�i NV FLOOR INSTALLATION f CLASS -j C•1 1 EDGE OF SLAB IF 9 •(-EO � r EDGE OF SLAB IF . APPLICABLE L FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) T 7 HV WALK -OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON - EXISTING (X6TING SHEET 15) I 114E RPA4V:W HEY, E; 3 e lAtl II ! WASHER HERO . 1 1 ' TEY SCP.EWS -0. t2" 3 )r'i4x3/4" SOS f l -- I i I i 1f4' C. `17 Rib \ -- 1 ` CONCRETE ANCHORS POURED CONCRETE--1 (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 14) REWIRED K) HV WALL FLOOR INSTALLATION mm I-?74x3/4' F.H_ S.D.S. NOTE 13(b) �\ a f1" O.C. SHEET t L'SEE NOTE 13(b) POURED CONCRETE— ON SHEET t OR CONCRETE BLOCK REQUIRED ;L; HV WALL WALK —OVER INSTALLATION FO COIA`eINATIOhI F ON : g .r..s 'I' .THIS INSTALLATIa:•l SF4V-L BE EDGE DISTANCE RLTAOVASr£ WHEN PERFORMED 1- SEE 4 TOR TYPICAL SHUTTER l�,yt(SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPE'nABLE 8(r • SEE LRAITATIGNS DF:USE FORASSEMBLY OR ENTRANCE SLADE (,ON SHEE 2- MOUNTING SECT G$NEO� : s IN ANY WAY TO SUI, ANY INSTALLATION.y� 4°4"Cty\ i � i7s,•'.. ft/ �z s2017 TRTECO. INC. A NO. 441 a>I�. 'L ECOINC. �•\fir' `� TILLIT TESTING & ENGINEERING COMPANY e _.d..i(N �. O� I V P .,•' _tf 6355 N.W. 36a1. St.. Ste. 306, Wd NR G\W _DM. FLCFMA J3f 6 �Tg }, yT Phone : (36)871-15E0 . Fox : (305)871-153t �o �'•n/Pit ¢ /E a -moil: steeo6aat.eom ^arnil'Paif![iAelT'T Ll WATER A.ETILUTiJ,. P.E. P.E. SEAL/SIGNATURE/I)ATF FLORIDA L-c. i 44167 �- Y4t S4YO-kssiOfN 1 tl 1 TO A AT I� I-= srrethnz V 1 %cu it) EXISTING / GLASS- t 11 I I ! EDGE s eve POLIP.E CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET i4) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 1/4'E IN! eUROEX ADVANcm THR 1Z, 7AFCON Y// Cr F/S1FT'S25 TAFFM+ ANCHORS W/ 1 3/4' W4. EMBEDMENT 0 6" O.C. FOR UP TO 6'-0 SPAN ArM 4' O.O. FOR SPANS LARCER MN F-il' UP TO 8'-6' Ar.1:G A -PLY l $ANT AT/ rvE4R' FASTENER WEb j' OYP.) (S NOTE F Cw ^ SHEFT 71 FOR UISIAT Mt` '�'-I OF IF }1/4 0-2Ox3/- 55 US _- USIN7 t/4'9-20 HUTS O 12'OC EXE-TING NON SR1IMRPL 1 -'VALL TRUd (i1ECOPATfv£ 1 E.D. Su.) MIN. -CURED CONCRETE RECIILRED (M) KEYSTONE MOUNTING INSTALLATION MVIMUd ASV_ EEM. ' PRESSURE 4_-72 Psf MWUUM SHUTTER SPAN 6'-0" INSTALLATION . DETAILS W f (1) HV BLADE FLORIDA BUILDING CODE {Non High Velocity Hurricane ZOn @2017 EASTERN METAL.,SUPPLY, INC. BERTHA HVTM Accordion Shutter System A.S■S.A■ H.Y. BLADE #1 W/ OR W/0 RV. WINDOW BLADE American Shutter Systems Association, Inc. 4268 Westroads Drive West Polm Beach. FL 33407 �,_ 1 z a AWING No 17-107 E , OUT 9Pf .� 1� EXISTING GLASS { -INSTALLATIONS W f I HV - SEE NOTES ON Lo=HS 6 , NV 'Lacks-(D AND ON SHEET BLADE W HV CENTERMATES SELnCK OEfNL FOR ALL CEN ERW.ATES APPLK TION Wr._ BLA�EQ +��`�+�w Q+�O3 .0 .��\ SE£ END WALL -�NNOC 71ON —EXISTING GLASS DETAILS ON SHEETS t {i &fS i----------------------L ---------- ------------ 2"x2'x7/8•sO'-2' (6063—T5 PLLOY) ALIRf. �J i I �$ * ®oa'�9 + ©az@+ �' t 3 1/4- 7" 6 1t2" 7" TT—S AN W/(2) '114"0 TAPCON ANCHORS TO Co�Ca-r I 1t2" `x �'® ; OPPOSING I i SYMMETRYCAL (roP1sOTTCI"; & (i)#rTOx7 2" S`d.S. TO TUB€, t AT EACH ANGLE (f /P) I , i ( 7 iOx3/i" SAi.S. &" 12- � � ( D.C. FUL:. LENGiif. CENTERMATES -T--� W / HV LOCK 4 � or CENTERMATES — —�— HfIN. SEPARATION ! I \ j W/ HV LOCK 4 or * I TO GLASS (SEE SCHEDULE SHEET 11 1/2 HVA HV8 GLASSC�*®°�Q+I�js METRICAL ----- SYM GLASS � © o 8 * 8 ce 9 + � 19 * 5 ExIST1N L � � f — — — — — — — _ `GLASS CENTERMATES * 6 ; ! CF ©+ ® �} W/ HV LOCK 66 MIN. SEPAP.ATIONI, OPTnON.-hl ' TO GLASS 11A� (INTERIOR) (SEE SCHEDULE1 1 N OPTIONAL ON SHEET 11) } — — (INTERIOR) I` i f ouT------t ---- a J ®� r ; t3 ^, cD I OUT 3 * 5 (Ex Ea,ORj WWII,� HVE a OUT ©goo®��a�_'-=•� 1 m cm 6 + ce I—EXISTR.G GLASS WN. SEPFRAT104 15 + ®ct , 3 . I�g oQ. TO GLASS ���� (SEE SCHEDULE 11 n+n-6*6.n+6 ON SHEET 11) OUT r1 6 1/,2 MAX. SLACK HVF** ca POURED CONCRETE OR CONCRETE BLOCK WALL ,COHCRTE ``-' ANCHORS 9 16, D.C. tLLMWUA tiUiLUIiVG COUL(Ron High Heiocity Hurricane Zone i,14 >• Y14v }lYl �� e Ci2a17 TILTECO, H.IC.. m2017 EAS_ ERN R1ErAL SUPPLY, I,VC. BERTHA NVw n1L E C O >,u- ,A Accordion Shutter System ■ ■ ■ ■ RV_ BADE #1 W/ OR W/o RV. WW W RADE �. ,+ TILUT TESTING & ENGINEERING COMPANY American Shutter Systems . N DExPMpT10N rwE ORAt+x s9: L.C. kr 6 W55 "Xv 3M. a., Ste. 3p5, VMRA GARD94% RPMOA 331Association, Inc. t OLD Ts -ass 7/z7h DATE- o7/v/t7 •filncln� ::e . >t ^c��s ......... 4st- Phu"; (205)871-153a . Fax: 005)871-tsar 4268 Westroads Drive z DRAWING Ao Ag a-n E 0006719 West Palm Beach, FL 33407 s 1 �. rLr1� kt9t,,6719 �7 n� {'�t�Pa IPPIAtfp WAITER A. T1LUr Jr. P.E. !. 7-1 O / P.E. SE MS'GNAPJRE/DATE FLORIDA Lc. p 44157 5 CLCR OUT I 6 SEE NOTE 6 FOR HV LOCK® _r LOCK. ON SHEET 5. �' sEHrts rasa xDw,NUN (zozs-T3 Attcr) FtFiGE RANGE TraN sNEEr rm-..Era. Purr � GezD. AS muJUAcn;a� eY AWEL CHERRY iFMOritJ, PA�J?FEtt, Nfl/ JEFSEY 07054 Ok EQUAL f, 1 005%4t MASS eunE tpsuac esrNL trv:. tNm: crEo cv snEEr e, AS 7ieLl AS JNNr'RSL ROBING 91AOE®CEIAIL HDD-HVD . IN=ATEC ON Tt16 SHEET, MAY eE USED MTH THS ALIEFL14 10•®w©. ®m�e�w MtALLATION CETAIL "VG SHOV.N ;N THLS SHEET. •Q71a INSTALLATION C1� HV BLADE W/ HD CENTERMATES (3`1 LZ L-------------- ------- _(c?neNALI SUS 0.f2' __'___--___'_______ / 30 HV "T" IN (s) 1Lv. ! I IN-] _(<) Kv. f LOCK (INSIDE) �n P-I l ' ! • i PINS h 30 HV "T" LOCK (OUTSIDE) — .E. 3'w OUT e4" 0-20 x 1 1/2" S.S.M.S. / 7/8"0 x 3/32" WINGNUT. HVQ* HDD HVD* FLOATING STACK �t, j.�t�ixf''•.• 02017 nLTECO. INM 0pp • 4Ar " o //►► 'L E\r01Ne. i, TILLR TESTING & ENGINEERING /y 7 N COMPANY V .,••• `o UCC fi355 N`VL 35:h. St- Ste Z05. M-G M CiRDTK, FLORIDA 33 -qx Phom ; (305)971-1530 . Fax n (305)971-1531 13 �Z}�i y31 a-m I; ritxaDaa.eem L ttti Ee-0005710 "rorvW; %VALTER A. T1LUr Jr. P.E. d /CI(_1JATI IPF /nATC ROFWA Lre. 3 44167 (on AL) DH B-HVB OUT SYMMETRICAL HD CENTERMATES W,�. LOCK (EXTERIOR L HDC-HVC SYMMETRICAL HD CENTERMATES W/ & LOCK (INTERIOR *'SFt Y.aT3 ON EOC1 N' E^, 0 G hn(D =,,S ON $ ' 5 ** UtCrFRSAt rLOAiIKG F?AC£r�'- G.>-i{K, {(OO-HLD K V;':p iCR Al CERSE1iA1AiS /T.UGT�r5 tGiTF! E�(,y BUILDING CODE(Non High Velocity Hurricane C 2017 EASTERN METAL SUPPLY, INC. A.s.s.A. American Shutter Sysfems Association, Inc. 4268 Westroods Drive Vest Palm Beach, FL 33407 iaiR t "ffis "v TE1 Accordion Shutter System H.V. R-6M #1 W/ OR W/0 H.V. WWDCW WX AWING No 17-107 11 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CO(WALL _ OR CONCRETE BLOCK WALL REQUIRE REQUIRED /'- BLOCK WALL REQUIRED ' u - / BLOCK {PALL REQUIRED. ---- OR CONCRETE CONCRETE ANCHOR— \�'i EXIST EXISTING GLASS ' NG GLASS( � � � 1 _ ® Is" O.C. —IX�l1G GLASS — — — — ) 1 - 2 MIN EXISTING GLASS f - - 2" MIN.. 1'' — — — - MIN. oEPAAPAT T - Jj — - i " To BASS (SEE +fir MI'L rySM�c'•Ac�P.ATOJ 4 EO . I It EO TO GLASS (SEE - SCHEDULE ON S� A01 SEPA'U MN SCHEDULE ON StiFfT 7/76"x3" MAX 71 FOR E111E 1QAND To GU55 (SEE t i 6IN' SFyPRATOV 11 FCAi F'.I+DE QAP1D 1 ON SHEET 19 FOR SCHEDiLU ON SHEET .. , TO QA� 05EE ON SHEET t4 FOR (6063-76, CQ fi. FADES 45 gKl� 11 FOR 67}AD'c 7AN'D r 1 SCHEQUIE ON SHE' FOR ETn SCATE QE cx<sp& PnuM CLOSER t/2' ELAM Oa�'g 7/26 r 04S E,2FFOROFG) HT EITHER 514E Mt',V_ 1 ; !BLAOFS )&r.1/2" k,7N. OF®)46 USE t' OR 2" MAX.1n zS.M.S. ! (AS APPUCABLE)x2"x1/8"z0•-2" ntOx1/2" S.E7.516" O_C,_ ALUMINUM CL,P ANGLE ---^--� �, -----�/(6063-T6 ALLOY) AT MIDHEIGHT 4 % (1). gSOr.1(2 SM..S. TO( &(2)1/4"0 TAPCONS ANCHORS To�S€E DETAIL X FOWALL A•, 1" 0C(LOCATE AT({♦S7DE CONNECTIOEITHER SIDE Or Q4 j t QRl1J OR �I I S€E OETA,L X FOR (t�SIDE CONNECTION QRTO TRACK' t 0«®x. 6.0« 8 f0 "® TO TRACKS ©°��®'Q4® i0 *�� SEE DETAIL X FD Q I . c' 6.Q7 a.8 Qf0 *�3i� tD- � SIDE CONNECTION � /I�j __ TO, TRACKS �SO.�„©, �x©i.©"' ! S'�m®"�"�'17 m. L6 END CONNECTION DETAIL(1) END CONNECTION DETAIL 0"' END CONNECTION DETAIL END CONNECTION DETAIL - POURED CONCRETE OP, �, REQUIRED ONLY FOR $PAPS GREATER THAN 12'-0" —EXISTING GLASS - RCONCPREP BLOCK WALL % GLASS 4 4 --� 1 IAN- SEPARATION -- TO LASS (_� ' d, 16 O C 'sC , h/IN. Sr'FRArtON Jt.3E ON SHEET TO GLASS (SEE Y + ----- --- -- V . I FOR P.AOE 1fDA1:D CONCRETE 1/2' MIN. SCHEDULE M SNE•D -- ----- _- _ _ _ . CdJ .Sty 19 FOR ANCHOR r$- ., T _ OR - ...� , 4 FOR ELADE AND �O^.CRTE f€y ./'+-=�0'�Q 12"OC. i i9 �� 4 ________ ___ —_ \@OR �� ROR� (7 �_ I ------ ANCHOR .. � ..=ED �7 ' CJ Q'4 Q __ __ 1' _ 16',f; \ ' i OR/1 1/2" MIN. 7— ~ EQ �jOft®OR i OR ' `2 MIN. !�( 2" MIN. O SEE UMITAT:ONS CF USE FOR . } 5 � :. ' • BLADE © Oft I OR ON SHEET 19 I OR 13 1 OR I VIEW Y °I " � OR � " URED CONCRETE oR � OR ®•\���� �D PLAN DETAIL X F�I(NQRET-E BLOCK WALL ���-��®me©,�W END INSTALLATION EQU1P.ED 6 ° ,. 10•�a�•�©`©"` In HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTIONDEl'AiL 5� ®`��® ©� Q�=�;�9txNECT10N DETAIL® ©.® FLORIDA BUILDI(YG CODE (Non High Velocity Hurricane Zone �__�L,.Td Y, WyO�ky,�w •, T< =, !d d w017 TILTECO, INC. ©2017 EASTERN NETAL SUPPLY, INC. Ei BERTHA HVTu 1 E c a ,,,-. A.S.S.A. Accordion Shutter System H.V. BLADE #1 W/ CR W/O H V. WNDM aADE American Shutfer Systems TILLIT TESTING & ENGINEERING COMPANY DESCRIPTION WTE DRAWN BY: L.C. 5355 N.W. Z6 SL. Sic. 305. 47Rfl.MA CA46fDI5, FLO;WA 331U Association, Inc. 1 04.D 15-085 /z7/7 DATE- 07/27/17 4 Phene : (305)871-1530 . Fax : (3.75)8'71-1531 4268 Westraads Drive 2 g s � ss1 7 a e-mmT: t"Itecanw%com West Palm Beach, FL 3340DRAWING No �1. �� b vTrrlT WALTER A IT Jr. P.E- 4 l / — 1 07 RDRIOA Uc. 9 44167 -'d'°11fiiP+ P.E. SEA/SIGNATURF/DATF � 5 ctara r MAXIMUM SHUTTER SPAN" "L+" OR "L MAXIMUM SHUTTER SPAN* "L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR CENTERMATE5. ® & ® or or INSTALLATIONS .O�_P_ W/ ONE H V. LOCK ® or @ or or t & HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK Vj or @ or CENTER&1Al® 283 29 W/ ONE III/ NO LOCKING RODS F©"T" LOCK 30 W/PNO LO K: G (SEE NOTES t lj) CONCRETE-& ftOlY WSTALLATIONS lJ NucuDN ASA D"%:N F�_ MZ WALL MOUNTING FLOOR/CEILING UOU nNG . L + (I) '!1 - (fd L Li OR LFS '-0" 6- '-(III30 2" 1635 15'--00" 40 13'-10" 13-10" 4'-2- 15'-2'" 45 IS-1" 1 13'-1" 13'-4" 1 14'-3- 10 50 170 195 uwmw NSTALAT10N5 r .u. c�s11 TRFSSJRE YULC mcutp7rtG umTc & HOOP./CEILNG MOUNMG (* -1 IY-70' 1Z'-1" 12=i1" $5 11'-10" 11'-i 11'_411:-7' 12'-4" 60 1 11'-4" 11'- 0'-10" IV-1" i1'-21" 65 10'-10" io'-1 I F-75 1 9'-3" 9'-5"1 10'-1" 90 7'-7' 8'-7" 9'-Z" 110 . g'-a^ 7.___ 8'-4" e'-i 1" 115 8'-2" 6'-11" 1 8'-2- 1 W-9 120 1 8'-O' 7'-B" 1 6'-5" 7'-10" 1'8'-1" 130 7'-S" 6'-5" 7-7" I V-2 7'-9 7'-9 135 7'-7" W-2" 7'-5' 5-11" 7"-7" j 7'-5" 140 -9" 7'-5- 7'-3" 145 7'-3." 5'-9" 7'-2" 5--7""7'-4" 150 " 5'-" 155 T7'-2'' S5:--57'- 5- 7'-1 17'-- 6'-7" 160 C-11" 5'-2" 5'1 T-0' 6'-4" 165 6'-i0' 5'-1" 6'-9" I 4'-il' 6'-71- 6'-2" 170 6'-9' 4'-i l` 4'-9" G'-9" 6'-0" 175 6:-7' 4'-9" 6 -6" 4 -B" 8'-8- 5-10" 180 61-6' 4'-B" 0"'-5' 4'-6" -1 W-7" 5'-8" 6'-5" 4'-6" e'-4' 4'-5" 6'-6" 5'-6" 6'-4" 4'-5' 6'-3" 1 4'-3" 6'-5- 5'-5" WSO 6'_3• 4•_J+" 6'-2" 4 -2" 6'-4" 1 5'-3 -Z'4'-2" 6'-1" 4'-1- 6'-3" 5'-1' p:'_," .t.tl' (IMUM SHUTTER SPAN* "L+ "L-" (ft.) INSTALLATIONS SYM ETRICAL CEN7ERMA f & W/ ONE HV LOCKS OR W/ NO LOCKING IS ('!fel0 FOR f40UNimr Q SRME 7) tuXcv s r .n D-"E=1 RaTw (psi.) (+ c"n -) COHCR-rT_ INSTALLATIONS FLOM/CMWG NaJf,ii1,'G OR FLCOR 'ALL MOUtT7iG L t (R) L - (rj 35 15'-2" 1'. 40 14'-2- 15-2" 45 iJ-4" 50 12'-3" 55 6G 65 V-5" 10'-1" 7G g '-9. 9-41 75 - 6'-9" INSTAL TfON END CONCRETE & MANSORY WOOD WALL A, B, C, D, E, M. N, 0, P. Q. MOUNTING F, K & L R, S, & V. FLOOR/CEILING a H. 1, 11. Al MOUNTING T, U, VJ & X & M V MAXIMUM SliUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LlhffrETJ TO 105 psf. A.S.D. DESIGN PRESSUIY RATING. f HV CORNER CENTEPM,41E #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE y5, SHEET 5. tt EXCEPT THAT MAXIMUM S SPAN 'L+' OR 1-' AND MAXLNM AS.D. GEEING PRESSURE RATING FOR INSSTALLAPONS INTO CONCRETE OR CONCRETE BLOCK ERkL BE UAfiED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO T' 64,-72 o_s.f. AND 8'-0" SPAN, SEE MOUNTNG MON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THP,U 3 1.1 C10 HV BLADE ............. "'"' '• . ' l�a� l` �SP •' % G2017 TILTECO, INC. INc. - 'c,.. TILUT TESTING & ENGINEERING COMPANY ••; tyy sass f1A. 361 SC. Sl 305, 10-It" 119r,:IM 1L11DA 33 F9'.— : (305)877-1530 Fax ; (305)E71-1531 a-mmi: • yt'��"••••••••••�`+� ti4 70MA1 �' OOZ)63aol.eem EB-00.787I9 ,i itL "a 17 L t�tt Y/A. ;_- F.E. SEAL%SiGF�7TURE/DATE FLORIDAFIR Lr 44167 f 44 7 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Po1m Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX ALLOWABLE SPAN FOR A. GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RAThNG. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FDR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CM-aG: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROAf SCHEDULE. GIVEN A NEGATIVE AS_D_ DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE: FINAL MAXIMUM A.LLUWA.B'LE SPAN IS EQUAL TO THE MINIMUM DETERMINE[) SPAN BETWEEN 'L+" AND "L- (3) PROCEDURE TO DETERMINE MAXfMUM SPAT! FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITM A-S.D. DESIGN PRESSURE RATING: DETERMINE: Lf+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOF./CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RASING: DETERMINE; L1- MAX. SPAN FOR VIALL MOUNTING INSTAL LATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLITIONS. FINAL LfAX,1MUAf ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Li+', "I_2 "% ILI-" AND 5L, (4) GO TO ANCH'03 SCHEDULE WITH FINAL MAXIMIUM ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIG^I PRESSURE RATING TO DETERMINE MAXIMUM AICHOR CODE (Hon High Velocity Hurricane @ 2017 EASTERN METAL SUPPLY. INC. Room Accordion Shutter System N.Y. BLADE #1 W/ OR W/O H.V. 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TILTECG, INC. 3 IL ECOf c. t TILLIT TESTING & ENGINEERING COMPANY 6355 UA 36m R. 5:+3U. L cmA GA.Rms. FwRoA 33 43 PF;are : (305)871-1530 . Foz : (305)37f-1531 � it a -mat: t:RecoOod.com fill EH-G0067}9 a'pLTE£ A: 79DT Jr. P.E. /DAB FLOWDA Lie, Tt 44!67 Se 6 1 fi5 55 4 - - SS)- 8 b 8 , 7.5 4.5 - 7- 7S- 5- 8 8 8 •, 7 3,5 - 6- i 7 ss 45 -t-I- '.- 8 r- E - 8- 5 4 35 - -{- 5S 4.5- 4- 8- 5- 5- 35 - 4S 5 4 8 7S E 3 - - 4 ANCHORS SPACIN F EtdU TAPCON OR TAPCOt4 S rIH ADVANCED THRELDFORE7 TECHNOLOGY ALL POlNrS SOUP -SET BLUE TAP TAPPERt * SEE ANCHOR SPECIFICATIONS ON SHEET 13 +SEE LIMrTATIOt!S OF USE FOR BLADE (ifi.) ON SHEET 19 2 HV BLADE OR (1), HV BLADE WZ C HV WINDOW BLADE WORKING iN UNISON AmSmISAw American Shutter Systems Association, inc. 4268 Westroads Drive West PQim Beach, FL 33407 CODE (Non High Velocity Hurricane Zone �2017 EkgrEERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System RV MADE #1 W% CR W/O V V W M W BLA TE 1 3 DRAWING No 4 17-1d7 6 PatIRFil CON�iEIE/Optt}�TE iNDCK P01RtED ✓lE QE WALL SILL MOUNTING CT GELLING MOUNTING -Q FLOOR MOUNTING . 04"CYI tffG{RE F.5E45t,T8 idt7TNG (af) M DIMM 1FSATNE, fKWJW RATL\G (pq LESWYN 1+EG41NE PRMMSUM Rgw= } 30 40 60 75 gp f20 iCO 205 30 40 Ea 90 :20 760 205 W 4D 60 75 9O 120 t60 205 l4 12 tO 9 p fi 6 SS 14 12 10 9 8' 6 4 6 14 12 10 1 9 8 g6 fi t4 t2 f0 9 8 8 6 6 14 72 10 9 8 8 6 6 14 12 14 t2- t0 9 8 B 6 6 14 72 YO 8 8 8 6 6 14 t2 t0 9 8 8 6 5 14 t2 ?0 9 8 8 6 7 i4 t2 10 5- B 8 6 6 i4 12 70 4 8 8 6_ 6 14 12 tO 9 H 7 5S 3S 74 72 TO 9 8 6 6 6 14 t2 10' 9 B H 6 5 i4 12 t0 9 e e 6 6 14 i2 10 4 8 e 6 fi S4 iZ iQ 9 8 6 fi SS f4 12' tQ 8 B 8 6 4 7{ 12 10 9 8 8 6. 4.5 14 12 10 1 9 8 6 4 3S 14 12 ID 9 B 6 6 45 i4 92 10 9 1 8 8 6 5.5 14 12 10 9. 8 8 6 4.5 14- 1211 4 7.5 SS 3.5 - 74 72 10 9 8 8 6 5 74 12 10 9 8 7 15.5 4 i4 f1 10 9 H 9 6 6 14 112 10 1 9 8 8 6 5.5 tb 12 10 9 -8 8 6 14 f2 TB 9 I A � • I.e 4S ef��w_����� ���_�i����iia'eEi�iG.�Yi!•C'!•Wt1.13.11�RfyEii ..crcarca L>•wlaO UnWALU oMIMIMIUMERp�saammor�moiian ®®E�l7QQOm® 0®r.�aalumME3��ea �mF�iO ooaMmam©mao=EI �mr•�m�aaa mmmomQaa mma�i�i�ao imm=want�ammivviac€� amm�m®ao immrEa®aaami®mnma�iamm�orQn©ao m�mia�io�s �man�o ���oon Itw®AOOniammti7�iE�ilQaai®�pp 0 immaw�aoammEavri�a ®i�mA�ia ®¢�_wl wrv0aan E3MMMmm�wan�m_mmmoor" i7Ca3viiCwtQiORolm" � ®1�' aOaQt�iilmC�C�7�i7 mgiEt•ilaaa www mM_oe�aai�®mi�wieaQamo ir�aaaa _ WM t0 miQaoemmaio�mmEa®i�ii7Cwl�E�®i�p mumla lL7a0GNM QaAaaaiammr�aanamEaMM= n�aasan�wa63MMENasym amflm"NM as += r�ava®naaiam"M wvaimwm�vaewa to ®OC1wi�v0IMMUM atfaaim[ ES023M v ®aysao�o EaQMmas+woa ©aENIMaaao vaaoamamnm®aieavaM M vvi�aaao®vaa 90oanav va>ra�ivnmmr$ea�mamo©maaaiQ OwiaOQOn [gym©a�iaQa t�i0F3maaiQO', vaaa�aa ¢mrmoevmaa m�wr�avaaa va0aaoa m�QQnvi� i�m»vooita �avaaQooaaivao mfmivvaoaa s>voiaivia�a ayswooa�n n®©aa>Qtao �aniaaaoEMUQn>oeeQnF:1/t1♦Al�lsil� �e P: t. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE, (Min. i'c. = 3 W) Au WR PACT EGEND - 11/4"4 TAPCON OR TAPCON WITH PDVANCEo THIZEADFDRM TECHNOLOGY ANCHORS. A5 MANUFACTURED BY LT.W. EUfLOEX_ (Hirt. 7'e = 3 4si} - 1/4'0 x 314" ALL POINTS SOLID -SET ANCHORS, TAPCON OR AS DISTRIBUTED 8'f ALL POINTS SCRLYI, BOLT &SPECIALTY COMPANY. (A6n. - 1/4'0 BLUE TAP CONCRETE ANCHORS Y/J CAP AS MANUFACTURED BY FLOF60A FASTENERS DIRECT, P,7C. (Min. 't c TAPGOR WITH ADVANCED THREADFORM TECHNOLOGY = 2 k i) - 1/440 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND TNSTRIBUTeD BY AL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH (min. f'e = 3 Isi) THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. ALL POINTS SOLID -SET BLUE TAP W/ CAP NOTES: TAPPER+ A1) lAINTMUrd EMBEDMENT INTO POURED CONCRETE OF-TAPCON OR TAPCON WITH ADVANCED THREADFORM 'IS ANCHORS TECHNOLOGY ANCHORS AN TAPPER 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS I 1/2". ♦ SEE OF u For A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLD -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE FE"RMDTED. 7 4"0-20 S.S. MACH / rE SCREW USED SHALL HE 1 i/2" LONG IAINIANIM SHOULD CA.-.,,N S Fw-=Ta_�^.N Sric'ET 19 E10S7. AND i' MINIMUM FOR WALLS WITH NO STUCCO. STUCCO A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR A Ir VETIEER BE FOU ANCHORS SND ON THE EXISTING WALL OR FLOOR,SHALL EN:. LONG ENOUGH TO REACH THE MATH S MXTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A_1) & A2) ABOVE FOR INSTALLATIONS CN VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS INSTALLATION INTO EIFS WITH METAL SILOS SEE SHEET 20. CONSULT THIS ENGINEER. FOR (8) TO EXISTING CONCRETE BLOCK: (ASRd C-9o) - 1/4'9 TAPCON.OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. HUILDEX. - i/4'0 x BLUE T ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY CO!APA.NY. - 1/4"0 BLUE TAP CONCRETE ANCHORS WI/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER-F ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS S COMPANY OR ANY OTHER 'APPROVED LICENSER OR AUTHORIZED VENDOR REGISTERED WITH THE AMCREW, BOLT &SPECIALTY FIC2TCAN SHUTTER SYSTEMS ASSOCtAROR, INC. NOTES: E_7) MINIMUM EtAECE7MENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/ CAP ANCHORS AND TAPPER+- ANCHORS IS 1 1/4, AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". B.2) MNIVU14 E34BEOMENT OF 1/4'0 x 3/4" ALL POINTS SOUO-SET ANCHORS SHALL BE ENTIRE EMBEDMENT INTO STUCCOLY EMBEDDED INTO THE CONCRETE BLOCK NO SHALL BE PERiJITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD MCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO 'STUCCO. B_3) IN CASE THAT PRECAST STONE, PRECAST REACH T%-TE PANELS. PAVERS OR AM' VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH i0 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 13.7) k 62) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WMOUT MEtAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED.FOLLOWiNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS BY 1 BY BLADE 0 DcE D CTAN( TkPCON Lt�� { t1 HV! BLADE W E.D. LAN. SPACING POURED GONGRE HV WINDOW CONCRETE 8L` lot FW -3" BLADE WORKING 3' 10 IN -UNISON i 2" - 1 3/4" - t t/2- 0.35 02017 TILTECO. INC. i 3 IL ECOa,N�. a TINT TESTING & ENGINEERING COMPANY o39S N:Yi. 36M. St_ Ste. 3G5. VRGFN'A Cb Exs. FumT A 33 Qi Fncne a (305)87171530 . Fox : (305)H71-1531 i4 a -mad: 6NecoBoCl.00m 11 @-OCA6719 Y/ALTER A TiLUT .'✓. F.E. ,ATC FLORIDA Lic # 44167 ;H0'WN ON SCHEDULE EY THE FOL D -USING SHALL NOT EE I ml- WITH ADVANCI ORM TE'CHNOLC . SPACING = 3'CRUE CO CREIE BT/2' I&L ED.=2 1.07.0 - - FOR FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING POINT SOLID SET' BLUE TAP w/ CAP -- SPACING = 3 i/2' MIN. SPACING a 3- _ 3 QwSwSwA. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 fQi9RElE STOCK FA=3 1/2' WN. EO=21/2' fl.134 1 n �v�a'ria © 2017 EASTERN METAL SUPPLY, INC. 7"w "1 ■ "0% "® TM Accordion Shutter System !-l.V. BI" #1 W/ OR W/a H.V. Ni1N M RXE -L-L OLD 15-085 b7/27/1 DATE: 07/27/1' 2 3 DRAWING No 4 17-107 (SEE OOUNPNCS ON SHEETS 16 & 17). - - - U B ZE; T FR .IT- E SPAN SPAN(') (R) -0' OR LES SOUTHERt\ PINE Na- 2 W MI / N. G=0.55, DOUGLAS FTR W/ MlN. G=0-50 - WALL MOUNTINGS CEILING MOUNT T M, N, O & R FLOOR' MOUNTINGS YJ& X �L+s 1EA.Q41 r,m�4s} FISMROM FEMF-SIif%(r✓ SRamltsAaE 3- 40 60 75 90 OS 30 4D 60 75 50 D5 30 12 70, tO S 8 8 £ 6 6 6 6 6 12 SPRUCE PINE FIR "NORTH So SPRUCE PINE FIR SOUTH Vill' N PI E hb. SPRUCE PINE SPRUCE PINE W/ M.IN. G=0.43 iJ2^ MIN. COX 2 W/ MIN. �0.55, FIR' E W/ MIN. G=0.36 I)DUG7JV5 FIR W FIR NORTH PLYWOOD UK 6=a50 / W/ M@t. G=0.43 1T71-t i CEILING MOUNT T Yl MIN: G=0.36 NM. MOUNTINGS WALL MOUNTINGS CEILING MOUNT T M. N, O & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B:O. WALL MOUNFFINGS Y7& X W& x P & Q S & v s&V S & v IMRF F:6tGC[431 rs3,peer(rrlLs2.T�:1 TrTv'£PiFk2L{PFY o-srArml,wrl�zeeu• - -- f�) Lr3 P'vuTE fftE.a^.. .1 i 7Rkix Pam" WX M UBM tBtlE RIS7.*E A46S (4 S2 BE . ROT.'r 1'2S9[� fi92,a GMI 4B 64 75 9O �05 3q 4D EO 75 �c0 05 30 40 60 75 9O p5 30 ,4q 04 75 90 105 30 40 60 75 9O 05 30 40 £0. 75. 90 05 3G 40 £0 75 90 -6 4'-0' 5'-0' 6'-0' T-D" 8'-G' 9'-0"- 72 12 12 12 }2 }0 7C iC t0 70 iQ 9 8 8 6 TO 4 8 8 6 1D 9 8 $5 6 10 9 6.5 { 6 1G 7.5 4.5 3 b £ 6 6 6 6 i2 u 6 6 6 5.512 6 6 6 5:5 4.5 T2 6. 6 .5 4.5 4 12 6 6 5 4 3.5 42 t0 70 1C 10 tO 70 9 8 8 tD 4 B 8 .10 9 8 5 :O g 5 3 .3Q 6 3.5 72 10 6 6 fi 6 - 6 :6 72 tO b 6 6 6 6 5 72 70 6 6 6 -.5 5 .5 i2 10 5 5 6 5 6 6 4 3.5 72 10 TG 9 8 8 6 6 6 6 fi 10 g t0 g 8 8 £ 6 6 6 6 6 7 6 £ 6 6 6 5 1D 9 6 35 6 6 b 6 5 4.5. t0 7 3,5 - 6 6 6 5 4 3S 6 5 { 4 4 3 6 5 4 i 4 3 fi 5 { 4 4 3 6 5 < 1 4 3.5 - 6 5 4 4 - - 12 72 12 i2 72 72 12 12 72 72 t2 72 f2 12 iZ 12 32 12 12 12 t2 T2 12 12 }2 12 t2 12 12 12 T2 72 i2 72 12 12 i2 12 t2 t2 05 30 12 }2 I2 12 i2 32 12 72 T2 72 T2 12 52 12 f2 i2 t2 12 i2 12 42 12 12 'F0. i2 40 6q 75 90 i65 ]Z 72 l2 12 -72 i2 12 12 12 12 72 12 73 12 0.5 72 72 92 10 85' 12 12 .C.58.5 ZS iO'0" 12 TO 4.5 - 72•1 14'-0" 76'-0" 12 1 72 12 10 30 10 - - - - 6 -2 - - - 6 - - - - 6 - - - - 6 - � - - _ 6 6 4 - - - 6 5.5 _ _ _ - - - - - - - - - - 72 72 12 72 70 7 - 3.5 - - - - - - - - .5 1 1_ _ 5 - _ _ _ _ - 12 I75 12 - 11. - _ _ - - 6 4.5 - - - - 55 5 - - _ - - - 5 - _ _ - - - .S - - - - 3 - - - -. 6 _ - - - - - - - 12 112 t2 10. 8.5 7.5 12 12 12 12 12 9.5 8 6 12 t2 12 12 it g 7.5 5 1Z 12 72 i72 1D.51856:5 4 72 i2. TO 8 6.5 5.5 t2 0.5 7 5.5 4.5 4 9.5 7.5 b 4.5 12 9.. 67 5 # 3 8.5 7 6 4 72 9 6 5 4 - 8 6.5 5 3 1.58.5 55ic�.:c _ ♦ cE UM,ZS9;A5 CIF ME FM MAD: to ON S4EE19 4- NOTES ON ANCHORS REQUIREMENTS- WOOD SUBSTRATES_ 1. ANCFiDRS TO WALL. FLOOR OR SOLD WOOD SOFFif SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONS= OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=Q55 (NDS) - 1/4-0E TION ON ASHEETS 16 7AA.NUFAC}URED BY I.T.W_ BUILDFS' W/ AANN,GiI EtAE.cDA . AS INDrCATED AT-DOUGLAS FIR W/ GI (NITS.) EACH SECTION ON NOTE 2 76 , T7. -SPRUCE PINE FIR NORTH Y!/ G=0.43 (N.DS.) EXCEP04t1 SEE NOTE 2 6110W. -SPRUCE PINE FTR .SOUTH W/ G=0.36 (N.D.S) 2. ANCHORS TO HOLLON CEILING SHALL BE AS PER TtOUNQNG TYPE U. SHEET 17 AND SHALL CONSIST OF -LAIN, t/2• CUX PLYWOOD (1985 APA) LAG SCRB9S AS PER NOS 2015 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE P,ECCAL4ENOAT`ONS AND SPECIFICATIONS OF THE ANCHOR'S WNUFACTURER. 02317 TILTECO, INC 1 6 6 a TILLFT TESTING & ENGINEERING COMPANY % a: a §1 8355 N.W. 361A. S6, Ste. 3Ds, M", fA GISIMMR. F10R21A 33 I •�, { lAF Phone : (365)871-1530 . Fez: (305)871-1531 . � /yL � ,,111 WAL7FR A. TI 1 T Jr. P.E. E.�SCiICiSfJtaf,9i1RF/DATF FLORIDA Ue, 1 44167 AwSwS.A. American Shutter Systems Associction, Inc, 4268 Westroads Drive West Palm Beach, FL 334D7 )1T High Velocity Hurricof 2017 EASTERN AIEfAL SUPPLY, INC. Accordion Shutter System FLY. BLADE #1 W/ OR W/O FLV. YulWW fsADE 1 OLD is-085 7/z7/7T DaTt� 07/2�/T7 2 3 DRAWING No 17-1fl7 /rWAU. 01-05H E - vn A lJMZlAL.LA4sI4"T0 X( 1 '0 TAPCGN OR BE bWl D To to o f. A-S.D. DESIGN PRESSURE RATING 45 A.S.D. DESIGN PRESSURE RATING FOR INSTA=10N :1�4=Wrili ADVANCED fM ATH B TECHNOLOGY W/ 1 t/2-*M' �4'0 TAPCON PMETRATION i VA CON Wo OR OF THREADW AREA TO 00giNG WODO HEADER, W/ I 1/�_ .ADVANCE11 THRMFORM -TECHNOLOGY PENETRATION OF THREADED ARFk TO EX01NG 4Z (SEE SCHEDULE all SHEET t5) WOOD HEADER ISIM SCHEDULE 014 SHEET 1* $-S. MACHINE OCR 7 S 114--20 NUr§ I 7SO'Y 2 T 9 r"a EX6UNG MIN, 27X4 . WOOD HEADER REQUIRED 16L SEPARIVICN, TO (AASS (SEE SDIEDULE ON SW 11 FOR SLADE (DAND- ON SHEET 19 FOR DADES (D & 6A g HV WALL HEADER INSTALLATION I MIN. SEPARATION To GLASS wOOO F 2'x4" C PL7Tjl (SEE SCHEDULE ON $HEFT 11) RE013 WALL FINISH IL-j ING �-2'X4 . WOOD HEADER REQUIRED EXISTING -"N. SEPARATION To GLASS (SEE SCRMLE ON SHEET I N EXISTING MIN, SEPARATION TO GLASS -10 I�I`t SCHEDULE ON SHEET 11) x 7/4"0-20x.3/4" SS. :MACHINE SCREWS w 1/4'-20 NUTS a 12"-\ O.C. 7) oRnS 2-x4^ CONI-�t -1% WOOD PLATE: REeD- OR '-I/4-0'TAFWN OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY VJ/ 1/2` Min. PENETRATION OF THREADED AREAL INTO PurwOOD (SEE SCHEDULE ON SKEET 15) MIN. Cri 1/2- t STING MIN 2'x4 STUDS 0 16• D.C. 146X PLYWOOD REQ`D' 1/2' Mill. CDX PLYWOOD REWD, REQ'D. PLYWOOD TO SE WALL �-EXISTOIG MIN. 2-X4 STUDS 0 -,jS- D.C. MAX. REDID. ATTACHED TO -STUDS IN PLYWOOD TO BE ATFACHED TO IF F.S.0 SECTION 23GS OF THE WFITH SECTION 23CE OF THE . IN ACCORDANCE ACCORDANCE WITH V WALL. 4;111 IMIZTAI I ATIrW F,S:C. & HV WALL SILL INSTALLATION . tfin, 11 I I CORI? APE ON S-M is Dan, NG p SLAM 0 QASS-4 W9 FN, 1 4 0 TAPCON OR TAPCON i L THREADFORM. TECHNOLOGY HIM"PENETRATION OF THREAD "--'s EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 2'X4 CONT. SILL PLATE REwb. 9 00 —RV—. WALL SILL INSTALLATION MIN, SEPARATION To -GLASS TING (SEE SCHEDULE ON SHZET li) E XIS GLASS-41 MACHNF SCPZ.- USINd J/4'-Zo NUTS III- 12, D.C. OR OU 1/4-0 TAPCON OR NM TAPCON' WTI`Hl ADVANCED THREADFORM TECHNOLOGY - I -PEE St- 4 FOR TYPICAL SHUTTER ASSEMBLY w/ 1/2* wa. PENETRATION OF 2-MOUNTING SECTIONS CAN BE Ni THREADED AREA INTO PLYWOOD CO"ARNED IN ANY WAY To (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTAL LATIM- ♦ SEE UlgA7ONS OF U S'E OF SLADE UA ON SHEET @1 02017 IILTECO, INC- TILUT TESTING do ENGINEERING CojApANy 6355 KV- 3-tSt. Ste. Xj ,AROMA MAIM U6. FLoR.UA 13 (305)871-13-m . FIX : W5)87I-t531 tatwoceacbm E8-006671 9 WALTER A. TILLIT Jr. RE MATT FLORIDA Ug, f 44167 I ADVANCED ALE V2ro OR ro � ' 1' wn, 114-0 TA"CON OR TAPCON WITH ADVANCED A, J 2 Xt CONT 2 x h1 THREADFOffd TECHNOLOGY W/ 1 112. Min SILL PLATE WL EXISTING -.WOOD mzpm, f : R - EWD- I (SEE SCHEDULE ON SHEET 15) • VA-LL FINISH 1'101"EfY WALL SILL INSTALLATION AnSuS.A. Amerilcon Shutter Systems A"otlaflon, Inc. 4-268 Westroods Drive West Palm Beach, FL 33407 ligh Velocity Hurricane EASTERN METAL SUPPLY, We ftwsmwx a wz#a " w TM Accordion Shutter System K.V.amx #1 W/ az W/o fLv. WhIm R-AM AWING No 17-107 /-VL3a FINISH 11-ro TAPCON OR T j7oam L TAPCON WrFH ADVANCED OGY OF rREADED ci iEXIST[Nr WOW HEADER, j, (SEE SCHEDULE ON SHEET 15) 'I-01-TIONAL L!=LtEyVSTING PAN 2"x4" EXISTIN HEADER REQ*D MIN. SEPARATION TO GLN _(SEE SCHEDULE ON SHEET EXISTING GLASS 1/4'0=2()*3/4' S.5. 1. PHILLIPS TRUSS HEAD ojr�iO.� MACHINE SGIIII W/ 1/4--20 MISS 0 12 D.C. HY WALL HEADER INSTALLATION I -SEE SRM 4 FGR TYPICAL SHUTTER 4SSWI?-y 2-MOUNTING SECTIONS CAN BE COIAMED W ANY WAY TO SUIT ANY VISFALLABDPL MN., SEPAROON TO GLASS SEE SCHEDULE ON SHEET I 4*x6" (Un.) pnM0 WOOD SEW F=UIRM. STRUCTURAL ADEOUACY - OF EXISTING WOOD SEAM To BE CERTIFIED BY REGISTERED. ENGINEER OF ARCHITECT PRIOR TD SHUTTER INSTALLATION- 1 /4-0 TAPCON OR — TAPCON WITH ADVANCED THREADFO,9M TECHNOLOGY W/ /2. wo PENETRATION OF ILZOED AREA TO DUSTING WOOD WADER. (SEE SCHEDULE ON SHEET is) GLASS__', fl4x3/4, S.M.S. I a 6" O,C. or i3 or OPEN liOLE AT EACH S(UD TO ACCEPT 5/16*0 LAG SCREW AT CENTER OF TUBE EXSRNG I TO OL 11 FOR ON S�E T EXISTING I GLASS\ 1/4-j + 2:x57 MIN. WOOD DECK REQUIRED (00 FINISH ALLOWED) 0 (IF APPLICABLE) ExtsTff4G WOOD TRUSSES OR RAFTER 0 24' O.C. Rt-OCQRW EXISIING SOFFIT 1 3/4, Max. THK Wxja- CONE ALUM. II (6063-T6 ALLOY' ; W/ or @ or EACH (3)5/1RAF6"0 LAG SCREWS To -TER OR TRUSS U IHYCEILING INSTAI I MEN_ OR S EPARATIOk4 �1"Q -GLASS (SEE SCHEDULE I ON SHEET 11) #lDx3/4' HEX GLASS—j -%','ASHER HEAD TEK SCREWS N 12" o.c LUI Alt v bGNEIVS AT I'MIVIDTH OF EXISTING WOOD kiJEMBIE?. (2- Min. NOMINAL WIDTH) W/ 2' Mm. PENETRATION OF. THREADED AREA. VALID FOR IN5TALATIONS WITH 72pe WX A.S.D. DESIGN LOAD ANR 9'=0 MAX. SPAN THIS INSFALIATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0-50 AS DOUGLAS OR (12i' FIR OR SOUTHERN PINE No. 2, OR EDUAL 2'x5- folpc Isoo DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK-' OFF EDGE OF DECK APPLICASLE IF APPLICABLE IF APFLICABLE DE IF 1/470 ZW/4' -0 L 4,LUPS TRUSS HEAD 1/4 TAPCON OR I TAPCON 'Wrl H ADVANCED MACHINE SCREWS P-IREADFORM T 1/470 TAPCON OR TAPCON VATH ADVANCED 2- 4' CD r TECHNOLOGY SILL PLATE V?/ 1/4�20 NUTS 1/470 TAPCON OR TAPCON ADVANCED THREADFORM .1 THREADFORM TECHNOLOGY W/ 1 2 MIN. j FEWID. W/ 1 112- Mk_ PENETRATION 9 12" D.C. - 2 MIN. p OF THREADED AREA To TECHNOLOGY W/ 1 1/2' ML,_ PENETRATION OF THREADED ENETRATION OF THREADED EXISTING WOOD WADER. AREA TO EXIS'nNG WOOD WADER, (SEE SCHEDULE ON SHEET 15) AREA TO EXISTW. WOOD HEADER. (SEE (SEE SCHEDULE ON SHEET 15) C, SCHEDULE ON SHEET 15) w nX (,'Vt HY WALL SILL INSTALLATION IT OF USE FOR W--HV FLOOR INSTALLATFON lJV WALK —OVER INSTALLATION A FLOPJDA HULLOING CODE (Mon High Veioctty Hurricane z1an ............ tti 02017 TILTECO, 114a 02017 EASTERN METAL SUPPLY, INC. BERTHA HVw Accordion Shutystem ZT, 7L:7E7m 27o7im 7c AnSnSwAm RX BME ter S#1 W/ CR W/G IM WNDW RXX TILUT TESTING & ENGINEERING COMPANYAmerican Shutter Systems DATE DRAW By, La 8355 R.W. 36" St, Ste- 305. Vim" G%RDM4�_ RDROA 331se Associalton, inn- 1 OLD 15-u55 7127/t DATE-- U7/27/17 (305)EPI71530. I" ; (W5)87i-iS3f 4268 Westroods Drive 2 e-ma: West Palj'n Beodh, FL 33407 E)PAMIG. No L EB-WW719 WALTER A. TfUr Jr. P.E. RE &RF/DATF FLORIDA llo, f 44t67 t C.�, fu Ww S .Z. �•'L v'y.�ev�e END CONNECTION DETAI _:0 END CONNECTION DETAIL 91 0L W MW REOh, f ` / ` �EX�TiIiNL GU6S - �r 1 �i• 1�. S/)5'z3' WIX: 6tl-�f6F R/ SiEf ti FR EutE 6ixs {6O63-T6i cDia. RRL1/?` Wl. CDY. 2t; _Fri 19 FCR ' .tLVN: � z'Lmroao.. eirssc# t� tLO�Vf tr2 A7 DII�I.S.F NIN. - 016 11r 4� Ewa % FOR '� QRO 90'c cgzT RON ' TO 1Pl�%S 6 jl 6 f may, END CONNECTION DETAIL S) �txsnnc CUES ' tff�s TAFCG`� .v:CF.Gi6- /t6xlrY'5.116. ' ' PW1H4Ti0"t O t2' O,C. t ICI C'OR m. L 2�.r IIM. &SI0 WAU MZS REO•D. MW END CONNECTION DETAIL 112i n•.a- nos w,n.. trr M4. KYh'OJp. •Ui' I' R ]' itbf. (d A�TL461Eji'�•si(8ap'-Y NIfIR1lY QN ATi (coe�n .etn»�r usrom� fz]i/4'0 TAhY6 }YGHv3 ro 1vF!1 R I'-RG Rf, 95tliR STc 6 } END CONNECTION DETAIL v PLAN DETAIL X S2017 MTEW. WC. ,TLf •/� TILLIT TESTING do £NGINEElUNG COMPANY {�•• �a. ", ,� . 6J53 N-W, 361A. St.. Ste 306, yd.GRYAWMaE, 1'YO.1MA 33 e V Phom : (305)871-1530 Fwt : (305)871-1531 t{rl,yyy e-mc8: tdte�e®eo:.com •''�O'rM��' ' M-0006719 t. y1 / /iALTER A TwT jr.JP.E P.E. S6LISiGNATURFIDATF FLOR6A Um # 44167 ,VIEW Y A.S.s.A. American Shutter Systems Assoclatian, Inc. 4268 Westroads idtive Wast Palm Beach, FL 33=07 END CONNECTION DETAIL FW RMM4 , ONLY FOR 6PHS (S>FA TI" t2'-C` ♦ 'SEE UMfrA'nON5 OF USE FOR SLADE 1tA ON SHEEP 19 i CODE (Non High Velocity Hurr,cone Z4n O 2017 EASTERDS METAL SUPPLY, INC. BERTHA H1/, Accordion Shutter System KV. MADE #1 WJ .OR W/o KV S"dtd M ag)E WING No 7-107 MAY .ALLO' WIND SEEI CONN OETAR 10 & FULL ELEVATION 7AhL SEPAROION TD «Ass EXISTING CLASS ,SEE SCN?:DutE ON SHEET 11 FOR P£4DE0 AND O.N -1ks --tit IT FOR SLICES -Q& ( TYP. SYMMETRICAL CENTER M4TES'�i 2 }� �. W/ OR @)MID F i W/)�s�1 (SEE NOT` 4 A -MOVE-) 'PLAN < `yi �'.��� •' if� T-2077 TILTECG, INC. { R +: iL ECO,nc. • L- TIU3T TESTING & ENGINEERING COMPANY F L ♦� ., \y F E355 77.W. 36th. SL, St, 505. VIRA1h GWDETIS, E}JMZk 33 P}b}tSi . . ,�•��;,--�-11 Phone: (303)677-153O.Faz 5)877-1537 t1t' IMWP.. i9L EB-COteco`�.c= ��,rV}iSTADB7T9 ClALTER A TILLR Jr P.E. '.E SEAVSIGNATUREMATE FLORIDA LE' If `�7s7 1, MAX. A.S.D. DESXW PRESSURE RATING; +110, — I IQ P.s.f. 2. MAX. SHUTTER SPAN_ 96' 3. ALLDWED MWNIINGS: A, 0. C & f1 ON .SHEETS 6, 7; AS WELL AS� MOUNTINGS M- 0. T, U & W ON SHEETS 118 & 17. 4®ONLY � ATES 1 (' ;OR OPPOSWGG 7.AA. N CASE OF OALLMM PPff NG LAYOU'%A10Si BE INCLUDED ONLY AT V ERIOR ACCESS SIDE OF CENTERMA S:'(A) HV WiNOOW S AOE }© SHALL ONLY ALLM A MAXIMUM OF 5 OPENINGS (3'¢ HOLES) FOR. 44.PER "&ADE AT SPACINGS SHOWN ON SHEET 4_ (B) MIN. CLEARANCE FRW TOP OR SOTTO}? EDGE OF HV WINDOW BLADE OF AIM. 3 0 HOLE FOR. SHALL BE 12,. (C) FIRST OR LAT BLADE COMING Our FROM. STARTERS AT ENDS WAY BE HV WINDOW BUR}E JW (0) HV WINDOW SADE- 1@ MUST BE USED ALTERNATE TO A SOLID HV BLADE tO THR3UCHOUF 5HUTrER S 15'IDTtC (CET�EfiMATES SHALL ALWAYS B E INSTALLED ADJACENT 70 A SOLID HV SLAM-�7 AT.EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED tt7 TEA TABS FACE THE INTERIOR. OF THE OPENING BEING PROTECTED ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROV;CED BY /SSA. NC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS WTo WOOD FRAME BUILDINGS ON SHEET TS. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVEZ 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS (mm POURED CONCRETE OR CONCRETE BLOCK VIALL ON SHEETS 12 & 13 AS LIMBED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-7996. WNO ZOTNE MINIMUM SEPARATION TO GLASS 1 THRU 3 }' 4 6.9.5' A.S. S.A. American Shutfer Systems Association, [no, 4268 SNestroads Drive West Palm Beach, FL 33d07 Nigh Velocity Hurricane 7 EASTERN METAL SUPPLY, ING Accordion Shutter System KV. RAW #1 w/ OR W/O RX 1y WW BLADE AWING No 17-107 V I Z"x 1 112'x 0.63V' THICK,� M, a 1 Min. T- VARIES Min. ASTM A-03 GRADE 4 'C" - Wn. G-60 GAI.Y. STEEL T 2" Max. METAL STLIDS AT 76' O.C. or=l 11 L 0.035" Ti-RCK Arm 43C 6. O.C. 1 TRACK CKANNEL. DE 46 Vm. G-OD NED.=DS TEX ON 1 fIXIS1TNG FINISH dOR. FACE AS [CABLE EXISTING GLASS---! MIN. SEPARATION TO GLASS (SEE SCHEDULE) H O-C, 'k % 0 E 9 GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA ffl W BLADE ACCORDION SHUTTER SY-STEM IbMA"TION TO METAL STUD WALLS 1. MAX. A.S.J). DESIGN PRESSURE RATING: 4-75, — 75 (psf) 2- MAX. SHUTTER SPAN- 84" 3- ALLOWED MOUNTING: ON THIS SHEET. 4. ONLYIENTERMATE. 21 W1 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED1 A S11trMEfRICAL LAYOUT U 0 USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT�tTERIOP- OR 'NTt:kIQR ACCESS SIDE OF CENTERMATE. ---JLJ LL=�'� BLADE SLACK DETAIL HVF IS ALSO VALID FOR 12 38 CENTERMATE(BAPPLICATION WITH SLADE(D 1/2-JI 0-635- THICK Alin. ASTM A-6S3 GRADE9 TA 436 6" O.C. Ar". G-60 GAI-V. STEEL &EIAL STUDS AT 16' O.c. MS' 4EADER/S—ILL.INSTALLATION SYMMLTR AL 1 CENTERMATES EXTERIOR ACCESS SIDE, 1/4, (Cont-) 112.. HVB P.E. SEPARATION IQ GLASS SCHEDULE tXISTING FINISH AS APPLICABLE (Typ. Top & BOTTOM) SYMMETRYCAL C!ENT9 RMATES 7GIN.EPTNON INTERIOR Ar-CFSS 'SEE S Min.) I IN (15" Min.) A. 1 62017 TILTECO, INC. TILUT TESTING & ENGNEERINr COMPANY 6355 N.W. 351h, 5t, St, 305, VIRG= WM% RnRm 3.3 M Phe : (305)371-153o . Fox : (305)EI71 -1531 e-mdf: tRt"IftoLoo. ES-GOD6719 1Aeift WALTER A. 1XL7 Jr. P.E. 16I7-)r%A =1 FLORDA Lk- f 44167 1/2" MAX SLACK AnSwswAs American Shuffer Systems Association; Inc. 4268 Wastroods Drive West Palm Beach, FL 33407 2.0004 M� VA 0 0 NOMINAL ALUMINUM SI-EEYE 6063-TS ALLOY LENGTH -I. 43 1./4"0-20Xr BOLT MUST PENETRATE @c 1. 250 050. `1/4"o-20 THREADS 1.14"0 ELCO CTION PRODUCTS FAR—LO-K HE) COMPONENTS SCALE I, I 314-x 6 1/4"x 0.035- T"Cr ))rn fGONT- G-A1-V- STEEL TRACK CMqNEL. ASTM A-653 GRADE 40 Min. G<60 GALMAIT-ZED FASTENED To sTuDs W/ (2) f5x1/2* TEK %AEWSb ON z INTERIOR & E)CIERfOR FACE <1 LOC�M'D AT 1 z tiV HEADER/SILL ENDS I VIEW Y SIDE CONNECTION TO TRACK CODE (Non High Velocity Hurricane Zorn 0:2017 EksTfMN METAL SuppLy, INC. BERTHA HYDA Accordion Shutter System H.V.RAX #1 W/ OR W/O H.Y. WNDW a" AWING No 1 7-107