Loading...
HomeMy WebLinkAboutProduct Approval; Accordion Shutters1/6/2021 E. acts Home Log In User Regishation Hot Topics Rotida Yt, .1tl��I Product Approval r USER: Public User Florida Building Code Online vrosca Submit Surcharge state & Facts Publications Con q apr5 I rotlucr aroVal M1henu > Prndilct or Application Seareh > 18R&atinn F202' Detall FL§-o'i�o. # Application Type vis Code Version Application Status Approved Comments Archived poy search EVIEWEC FOR CODE COMPLIANCE ST. L CIE COUNT B®CC 2-7794 Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley IrodrigueZ@easternmetal.com Technical Representative REpEIVED Address/Phone/Email Quality Assurance Representative JUL 2 6 2021 Address/Phone/Email 8th ig cxwnty �IVtting Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tilllt, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity on.a c editation and Management Institute Quality Assurance Contract Expiration Date 12/31/ 1 Validated By Henry KampmannJr. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received Fl 389 R10 COX COI ASSA B Ai`Ei FI 3Fin R10 pjd COY COX ASSA RL AnEi!)-Rdf FL389 Ri n Cnr COI ASSA Bi ADE3 pdf Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 2l)1, 202, 203 1994 www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXowtogvYYHH2vJvx53MwsXdCOtOXPGxaLBB7Zzq%3d 1/3 1/6/2021 Florida Building Code ONine Extruded aluminum interlocking; blades retained by tracks (top and bottom) for storm protection Installation Instructions FL389 RiO 11 DRWIN ASSA BLADES pdf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R10 AE PER ASSA BLADES Created by Independent Third Party: Yes Bertha HV Accordion Shutter -Blade 1 Extruded aluminum Interlocking Only- (Non-HVHZ)- Drwg 20-164 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span Is 1W-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVI blade, W-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7-0" p.s.f. for metals stud mountings and W-O" for 110 P.S.F. for HV1A working In unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 COMBO- (Non-HVHZ)- Drwg 20-163 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/15/2020 11/06/2020 11/06/2020 12/15/2020 FL u I Model, Number or Name ^-�p�orlption 389.1 Bertha HV Accordion Shutter - Blade 3 - (Non-HVHZ) - Drwg 20-165 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and W-11" for 62 psf, W-11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79" for Max. ASD pressure rating of +72,-72 and 84" for +64; 64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Installation Instructions FL389 It10 II DRtNiNG ASSA BIADEI Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R10 AE PER AS SA 13LA — P& Created by Independent Third Party: Yes Extruded aluminum ini and bottom) for storm Limits of Use Installation Instructions Approved for use in HVHZ: No 171389 RIO II DRW ASS A 6LADE1 7 pdt Impact Resistant: Yes Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load FL389 R10 A- PER ASSA SLAbE1 2 pdf for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively Er;c Rvexc (top Contact Us :: UM Blair Stone RoaA. TaIlehaurr FL aea phnnn• 850-487 W4 The State of Florida is an AA/EEO employer. 5g&Y1j 09- la da. ;; privaw statement Aecesslbrllty starn.nnna :: Refund State, meat Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity, Instead, cc rdact the Office by phone or by traditional mail. If you have any questions, please contact 850.487:1395. *pursuant to Section 455.275(1), Florida Statutes, effective October 1. 2012, Ilconseea licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails Provided May used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an amen address which can be made available to the public. sTo e determine if you are a licensee under Chapter 455, F.S., please dick hherre. Product Approval Accepts: flhy M? FOR rfr69 aac,-• Q Credit'; Card safe www.floridabuilding.org/pr/pr app dU.aspx?param=WGEVXQWtDgVYYHH2vJ'4x63MwsXdCOtOXPGxaL8B7Zzg%3d 2/3 GENERAL NOTES: 1. BERTHA H.V. ALrCOROtON SHUTTER SYSTEM SItOWN ON TH6 PRODUCT EVALUADDN D0f2NtJF (p.Ep,] HAS BEEN VEtBFIEG FOR C01�WINCE NI ACCORDANCE WB{I THE 2070 (ifp BDIIKII�OF THE FLORIN BUILDING CODE TH6 ACCOR�I SHURIN SELOWN SHALL NOT BE BATAIE.FD AT HIGH VEI.Od1Y HURPoGWE ZONES OMM NAND LOADS SHALL BE DETERVIRED AS PER SECRWI 162D OF THE ABOVE MENTIONED CODE, FOR A BASIC WA1D SPEED REG1fRED BY THE JU1i15DMM WHERE SHUTTER WILL BE MEETS WOFI A 15. 19 & D1f FACTOR Kd�.BS, 11SNRT A57CE 7_16 AND SHIUL NGT EXCEED THE MAXIMUM (A5.0.) OEM PRESSURE RAIRM DUptGiEp ON sxElas „ 7TtRu ls, 18 & za IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOW DETERMINED PER ASIDE 7-18 MALL BE FIST REDUCED TO "M DESIGN WIND LOADS BY MULTPLYING THEM BY 0.6 O7 ORDERTO COMPARE THESE W/ MAX (ASD) DESIGN PRESSURE RATINGS NDCATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VOVERM THAT COMPCXWMM NOD ANCNDRS ON TILLS PED.. AS TESTED. WERE NOT OVER STRESSED. A 33 R INCREASE IN ALL STRESS FOR WIND LOADS WAS JR$ USED DE THEIR ANALYSIS. HOWEVER A WD40 DWUTION FACWR CO>•1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. AIL RWT N.V. ACCORDON SHOOTER SYSTEM'S ADEQUACY FOR WEED AND LARGE MISSILE 61PACT LOAD HAS BEEN VERIFIED IN ACCORDANCE. WITH. SECTION- 1608.12-OFABOVE MEN =Ea CODE AS -PER AIL REPORTS; _ _ -HV MADE0 00214.01-03, /0715.01-CM 81004.01-4A 0121401-OS /0317.02-06. /OSGS.01-10 AND #021001-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AND E-1996 STANDARDS (MISSILE LEVEL, D, WIND ZONES 1, 2 & 3) a #1220.01-10 AS PER TAS 201, 203 & 2G3 PROTOCOLS LARGE M WIF -HV WQV= BLADE ® #0505.01-08 AS PER ASIM E-1806 AND E-1995 (1ISSHE LEVEL M WIND ZONES 1. 2, 3) BASIC PROTECTION ONLY AND 0 0725-01-88 AS PER TAS 202 PRMCCOL 2. HV BLADE Qi AND HV WINDOW BLADE ® ARE ENGINEERED 70 WORK IN UNISON WON EACH OTHER UNDER THE GENERAL LOIWONS AM COHUM M OF USE INDICATED ON SHEET 19 3. BERTHA W.STEEL ACCORDION P IT (fiV13 SCREWS). USED E BLADES 1110MOE AND FOR DIRECT MOUNT CONNECBON M TRACKS SHALL BE /14xS75' AND /140.75' RESPECTIVELY. 41O-NT LRNINUM SERIES COATING A PLICA SCREWS DARN WITH kei YIELD STRENGTH AND SYSTEMS Gal 7771511E STRENGTH. PINS SHALL BE COATED WITH BERM W DACROSWEID COATING SYSTEM AS MANUFACTURED BY APPROVED CORING APPLICATORS, RE1051ERED VAIN AMERlGN SHUTTER SYSTEMS ASSOfdA7 M PINS MUST BEAR THE NV MARXIM ON THEIR HEAD. 4. ALL AIDADILUM EXTRUSIONS SHALL BE AU MINUM ASSOMIRGH ALLOY AKIN TEMPER AS INDICATED ON SHEETS 2 AND & MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY IS 30.0 Tmi AND M7 Hai FOR SWS-75 ALLOY. ALL AWMNRE EXTRUSIONS IN CONTACT WITH DISSIM HAR MATERIALS SHALL COMPLY WITH SECTION IIh6 OF THE 2015 AUMNUN DESIGN MANWU. S. ALL SCREWS 70 BE STAINLESS STEM 304 OR 316 AM SERFS OR CORROSION RRSISTAIJT COATED CARBON STEEL AS PER OIN 50018 YAM 50 Isi MDL WELD STRENGTH AND 90 1®7 EMI. 7ELSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BWUNG CODE SCTION 2g13.&4. S. 13OL7S TO BE ASFM A-307 GALVANIZED STEEL._ OR ANSI 304 OR 316 SERIFS STAINLESS STEEL WITH 35 I¢1 MMMUM YIELD SOMME, 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPEOFICATWNS: HW BLADE QS : 12.13.14,15 AND 20 HV MADE QS A G WORIONG IN UHISON: M 13 & 15 S. THIS liSR1A HLV. ACCORDION SHUTTER SYSTEM REARS A V.S. PATEN /6'779.582 COUPON METAOF 7HIS APPROVAL ARE COVERED. IN WHOLE OR IN PARE BY US. PATENT g5-458.179 ISSUED TO EASTERN L SUPPPLY, M 9. O SHALL BE THE RESPONSISIM OF THE COMPACTOR FA VERIFY THE SOUNDNESS OF THE SIREXIM %NEW SHUTTER IS TO Be ATTACHED To INSURE PROPER ANCHORAGE CONTRIAC(OR TO SEAL/CAULK ALL 9,1lT7ER COMPONENT EDGES WHICH REAWN, 71NRU FASIEKIN IN CON1WU016 CONTACT WJITFI THE BW„WNG 70 PREVENT WIND/RAN INMUSNN, 1a. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WON NARNING NUT. DURING PERK) OF HURRICANE WARNINGS HOME OWNER. TENANT, OR OTHERS, N115T PROPERLY CLOSE ALL W AND HD CENTERNATES AND ENGAGE OR LOCK ALL HV AND NO LOCK& 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY V618LE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 170993 OF FLORIDA BUILOIIG CODE ONE LABEL, SHALL BE PLACED FOR EVERY OPEAING. LABELING TO COMPLY WIN SECTION 1709.92 OF THE FLORIDA BUDFADE DING 12. PERMIT H.V. ACCORDION SHUTTER SYSTE31'S INSIAWADON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED or THE JURISDICTION WHERE PBERT 6 APPLIED ACC RDI - I& (a) THIS FED. PREPARED BY THIS ENGINEER IS 4emc AND ODES NOT PROWDE D"RMATION FOR A SITE SPECIFIC PROJECT; T.e. INHERE THE SIDE COIm1110N5 OETMIE FROM THE P.ED. @) CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND 9WALLAMON INCLUDING LIFE SHEEN OF THIS PROD THE CONDDICA6 DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SHE IS THE CONTRACTOR'S FI SPONS11M. UCT, BASED ON THIS PED» PROVIDED HE/SHE DOES NOT DEPUTE FROM (c) THIS RED. WILL BE CONSIDFNEO INVALID IF ALTERED BY ANY MEANS RESPO(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RORIDA REGMUM ENGINEER OR ARCHITECT WHICH WILL BECOME THE MUM OF RECORD (FOR.) FOR THE PROJECT AND tDID VAIN. BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER 7D 7HE PED. ENGINEER SHAD. SUBMIT 70 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR (0) ORIGINAL PED. SHALL BEAR THE ORE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R pdill WO2D T UEc0. INC. \\CEN 9 LIME 0 No. 441 7 =� ewe. TILLR TESTING & ENGINEERLNG COMPANY a= N.1L SL. Sl.. M& STATE ,�•Qj � -Mf W=M GAM -A FUIMA 33 Phw0 : (305)071-1530 Fdx : (M"1-1531 -10RI :' Ira S/6 N \% FAL/S1CNATII1;c/nATl: WALTER A MIT Jr. PE FLORIDA LE 144167 TABLE OF CONTENTS AREA 1: HV 9 a ESe7 � GENERAL NOTES SHEET 1 SY5IEIA COMPONENPS 1-20 SHEET 2 SYSTEbI-COMPONENTS 21�37---..SWEET-3... TYPALAI, SNUFFER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE &WINDOW DETAIL AREA 2• FIV B eTYMr n eF.u, LeA WINDOW .- (WHERE APPLrA11W TYPICAL SHUTTER ELEVATION & NOlES ON LOCKS 5I1EE1' S INSTALLATION DETAILS A-F. CONCRETE/BLOCK SWEET 6 INSTALIAITON DETAILS G-M, CONCREIE/BLOCK SHEET 7 CENIERA1AlE--DEFAHS 1W- - - - -- SHEET 8 CENR7tN11TE ALTERNATING DETAILS FHV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEEP 10 NA7oAll7M SPAN TABLES MEET 71 ANCHOR SCHEDULE- CONCRETE &BLOCK MEET 12 ANCHOR SCHEDULE- CONCRETE &BLACK SHEET 13 ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET' 14 ANCHOR SCHEDULE- HOOD SNEEf 15 INSTALLATION DETAILS M-R, WOOD SHEET 18 INSRAUAROH OETNLS 5-X, HOOD SHEET 77 END CONNECTION DETAILS 7-12 & XL WOOD SHEET 18 AREA 3• HV WINDOW LADE hel ONLY TYPICAL SHUTTER E3.EVA71ON SHEET' 19 AREA 4: HV WINDOW B eD n ONLY 1NSgLlA710N DEFA0.S, METAL SCUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN, THE STATE OF FLORIDA oI&SoAo American Shutter Systems Association. Inc. 4266 Westrocds Drive West Palm Beach, FL 33407 EASTERN METH. SUPPLY, INC. A Accordion Shutter System ILv taAOE #i w/ OR W/O Kv wND01Y t3ADE HAWING No 20-16 •: Wf FOR t:uvLFHED UND PATENT 5458179 1A HV WINDOW LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063=T6 ALLOY ANO TEMPER �870� 2.226' I m o 0.072- ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER _y -083- _��.083" .aso-_ jjr�I )7 60. �1 i r Is7o1 L i sas' 1 S 11 HV CEILING HEADER QL LIFIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALIDI 6063-T6 ALLOY AND TEMPER X_ I -� >� r- MN X MN. Y MH t r 1' D.osz• 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 10 6053-T6 ALLOY AND TEMPER •.6'76' o 0.45C`N '. 3�HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADEOL 6005-T5 ALLOY AND TEMPER r - /ovens•\- Nj (n'P•1 0 HVADJ. ADAPTER W/LIPADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER '•' VARIES .915_ _ rMez. j -1. .._. i m �1 r083' 100 U. m, _060, a 1� BY--HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1)ONLY 6063-T6 ALLOTT AND TEMPE 71 t- i a ALUMINUM ANGLES QUALIFIED FOUSE W/ HV BLADE V ONLY, 6063-T6 ALLOY AND TEMPER No. 441 7 °,. STATE D 6063=T6- BLADE ALLOY I� 13 HD -CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER ICOMPONEMTI A I B I TI I T2 17 2' ; 5' MAX.' 1/8' 1/a' Ib F 2- ' 5' MAX.' 0.192' , 0.192- I9 2.5'-. 7• &W. i 0.190- , 0.190' ® 2- 5- MAX. 0.139- j 0.131- �L7E 020200IXTECO. INC. '�INC. TILLIT TESTING & ENGINEERING COMPANY 4733 N.W. 360h SL. St. 305. WIGOM GARDDM FLDRIDA 33 Phone : (305)871-1530 .Pox : (3051971-1531 e =H: atecaft 1.COln CA-0006719 WALTEA A rLUT Jr. P.E. n.ORIOA Lfa 9 44167 1.491� 1 1 2o0- r�l a 1 1 `y0 ® HV 90•1 11 STARTER QUALIFIED FOR USE W/ HV_ BLADE Q 6063-T6 ALLOY AND TEMPER z_670_ .994'"_1.0001 _I ;a4zil n, U i7 .! n -= .920 - TRENCH TRACK QUALI FOR W/ HV BLADED ONL 3- 6 ALLOY AND TE ER VARIES 1.936' to 2' 09J' v 1a w _HEADE el 6063 BLADE U ONLY. fi ALLOY AND -TEMPER X Y t 2' 0.125" 3' 3' 'o.090• ©O CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER AaSmS , American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 1� HV RAINGUARD QUALIFIED FOR USE W/ HV 6063-T6 ABLLLLODYEAAD TEMPER 1n High Velocity Hurricane 2020 EASTERN METAL SUPPLY, INC. r R-" ■ "#Q n V TPA Accordion Shutter System KV. BLADE #1 W/ OR W/0 KV. WINDOW SUM ?AWING No 20-164 6063-T6 ALLOY AND 745 _2.293• _I ® ONLY l«JM—FLOATING QUA ED FOR USE W/ HV BLADE(1)& fA ONLY 6063-T6 ALLOY AND TEMPER tn_oD_, PUN FRCNF ELEVATION _LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQONLY 6063-T6 ALLOY AND TEMPER ,• , 1.,5,17 , i —� I I .214• 0 31 HD T W LOC ING ROD OUALIFIED FO US W/ HV BLAD i1)& A 6063-T6 ALL AND TEMPER •_' �315 QUAUFIElk FOR USE W/HV EQt 606 T6 ALLOY - AND PER 5 INSTALLAT WI UIRE A 7/16 HOLE .,v2>874• _ j��_1,756_y92 n� o , `1-'0621 c: 'T (m ® HV MALE, "T' LOCK CENTERMATE QUAUFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY ANO TEMPER w 6063-T6 ALLOY AND TEMPER 1.130' .-I L.375'0 © HY NCETA THUMBSCREWS HV CORNER CENTERI 0 ALIFlED FOR USE W/ HV BLADI 6053-T6 ALLOY AND TEMPER ONLY QUALIFIED FOR USE W/ HV BLADE ONLY 6063-T6 ALLOY AND TEMPS(1l 3 HD CENTERMATE'S INSERT QUALIFIED FOR USE HV BLADEQ& 6063-T6 ALLOY HAND TEMPER f1/2' ' *,_ _ 7 91 HV 1 /4" 0-20 AISI 304 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE U '\LEI 02020 TILTECO. INC. No.44 67 1L EC®iae. F '�/ /�O'�f/ TILLIT TESTING & ENGINEERING COMPANY STATE • D�•.,'QOR1 P :'• ` ! 6355 NW. 360t SL, sL. JCS, YJROPOA CAimEHs. n0R01A 33 Phone : (3D5)871-1530 . Fu : (305)871-1531 /tN ssA a -moil: GTtec6719 000 /1/11AIN �L }1``SFAI /cI!_MeTllor/Herr A 44187 I/4'-204P.- 1/4•-20 DE GIST HEAD SD raUDm - f m--a—vssJSDI(2 nP.) NSrrtm 7 L 8RA55 61 A KEK in; w( PARTED) LO OUAUFIED FOR US BLADE 0 & ®0 Y. F OUALIFIED MR -ME W/ HV BLADE In & QP ONLY. .._... _42tC PLASTIC MOLDE roc 1 _s18• 518' 0'".,. .360• AFTER RNE10 2O X .3/4" BEFORE RIVETING" t � S S. U BS E-1/4"0-20 RIVNUT* S. I *SE0E5 ALLUN (2024-T3 ALL" URGE FIANCE 7RON SHEET 0620. AS MANUFACTURED Sr AVDEL CHERRY TEXfORN, PARSIPPENY. NEW JERSEY 07054 OR EQUAL ® Ham/ "T" LOCK ® NV ALTERNATIVE JLOCK QUALIFIED FOR USE W/HV BLADE (D ONLY. QUALIFIED FOR USE W/ HV BLADE 01 ONLY. THUMSTURN j CYLINDER OR i KEY CYLNIDER .545' nT 0.875• Min. �m o ! m ,Sy 0 m o 0 O ( i I I I eo4' R- n o I i ,-THUMBTURN I- CYLINDER OR KEY --- 1_57 Mm_E CYLINDER ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOQC. QUALIFIED 'FOR USE W/ HV BLADEQ& (lA ROW BUILDING CODE (Hon High Velocity Hurricane 1 02020 EASTERN METAL SUPPLY, INC. A.SID&A9 American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 "/rG7 ■ "0% "w TM Accordion Shutter System H.V. BLADE #i W/ OR W/0 H.V. IWNIM BLADE 3 DRAWING No 20 I —164 U 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 * ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 7KI QUIREMENTS AT EXTERIOR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV G OR HV 1@ BLADE. i 3gr TYPICAL SHUTTER ASSEMBLY �-- N.rs (2) HV PIN ® MAY BE USED IN LIEU OF C3 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. (3) HV PIN © OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOP. DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET O WHEEL CARRIAGE DETAIL MV N.r.s. ASSEMBLY LMUT F13.5. .0625' 25' BLADE'S - KNUCKLE (1)P) X 1 2 7/6' IA HV CLEAR J /- SEPARATION 03.00 �a3.7500' BENJEEN -- .,0625"_:�.0625" i BLADE + _ '�. I Y' OPENINGS 1' ' t 5 3/4• Prnav r_y I / 7 ON CENTERS =F+ !BCLEAR ETPI 'I TYPICAL HV WINDOW SLADE 2AND i r�s p - ; POLYCARBONATE HV WINDOW DETAIL I =1' POLYCARRONATE IMPACT RESISTANT HV V9'JDQLV _ ? SAYER MAKROLON 3103 POLYCARBONATE 12' L1L4 CLE. kCE RESINS, UV —STABILIZED GRADE OR SABIC ro euDE S ou INNOVATHE PLASTIC LEXAN 103 RESIN (SEE NOTE 'F" ON SHEET 19). EXTERIOR 1 HV 13LADE SOLID & 1 A HV WINDOW BLADE DETAILS M.T.S. tL11A. 1 07.020 r7.TECU, INC. ````� �• 0CEP IL �C® INC. •• NO.44 $ —' TILLIT TESTING & ENGINEERING COMPANY �'•, STATE • /�� 6356 t •2Et( 5)L. 51c. 305, Y. Fox G4FT5)8 1-15,3 33 FPCne : (30.5)871-75:0 . Fox : (3051671-1537 6-mC1 VIWOCCOLCGm -ORI• •I, \ ��• .4V Al /CV_AIATHoc/n ATc S N•ALTER A TILUr Jr. P.E. FLORIDA Lie. 0 44167 POLYCARBONATE SOURCES FOR 44 r FUGAL E RMULT Tit..AL FRfFRP.ES S7AA11 m RUERa4CE Pa.71` 7 PPx7: SSECTC CRAMP AIEGMIyI'A• AS111 0792 0.0.3 V., 0.043 A%v' MISU VELC STRLNGM nFI-4L SIREIMIM AT yRO Ism G63e QM 0790 9.400 PPi 12330 p.A. %EGO D%A. 11-00 PnL FLIMMAL NOYJLUS "IMI FSTJ D700 340AC0 P.41. 345=0 P.FA. T.01oi-:D 400 ASM 0256 ASM Ono 16 FL-Ib A. 47.2 z 17 Ff-tb/m 64.5 : 0. S4C1tE 0_115m RALC CF 6L'•4rllo ASTU C535 C-1 CLASS C-1 CLASS SELL Iv'. VI AS. ONM 104C V SM T A-9pa:P1' AS7Y G155 1E1SlE SIPJNG2R AiIER NJT1rA:A" ASiY 538 9302 Pai. SB40 pvL TEISLE STRESS GUME NTRNETJa6 ASW 639 U61 P.PA. I 5390 P.si. AmS.S.A , American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 m High Velocity Hurricane 2020 EASTERN METAL SUPPLY, INC. Accordion Shutter System H,V. BLADE #1 VJ/ OR W/0 H,V. WINDOW BLADE ?AWING Nc 20-164 SEE END --' CONNECTON DETAILS ON SHEETS 10 8 18 TYP. FULL HEIGHT. ®m®rn©+ 70 oA®°P 10 r13� ©'O • ©-©•0 • 1B TYPICAL ' i HV BLADE SHUTTER ELEVATION N.T.S. M oA NER ,-1CRMATE 02020 TILTECO. INC. *.NOTES ON HV LOCKS AND CENTERMATES 1. MANDATORY CONDITION ft ONE Fry LOCK (9 or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE ORB W 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR WSF TIONS T ANY ELEVATION. HV LOCK ar MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOOR V CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALT. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. LOUp To TWO KV CKS- ,_ ORD - q WY BDESIRED, SFAN INSSIjDEE PERFORMANCE CONNECTION' OOR FOR SECURITY F LOCKSETO CENTERMATES j OR a SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. B12 E IS USED H.V. 1OCKST• LOCKING RODS BE ARE NOT REQUIRED AT RRICANE POSITION, BUr MAY USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS QOR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSRION). 4. INDATORY CONDITION / - ONE W LOCK ® ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND WSTALIATIONS AT ANY ELEVATION. HV LOCK 4 or ® SHALL BE USED AS AN OUTSIDE OR INSIDE RLOCK, ATTACHED TO ® CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG AT HEAD'S.S. M.S. TWO LOCKING WOOS AT TOP & BD OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. MR9wM9rw=F LTERNATE HV LOCK 2_0. MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN ANDAT ANY EI-EVATION. ALTERNATE LOCK ®MAY BE USED AS AN�NSIDE OR OUTSIDE LOCK. ATTACHMENT3/4' SS. THUMBSCREW TO � OR ® CENTERMATES SHILLL BE MADE W/ 1/4'0-20x3/4' ALUM.WN ON BECKON EEVE. SHEET B. ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWOOF SXUTi19E SPAN. 6' ONE HV LOCK ® or ® or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO BET', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® 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 W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY, *NOTES ON HV !!!--LOCKS AND CENTERMATES: 1. SED±+OD �TFRIL� Ta dS:�nu .°Y CONDDIOAI �1 V/LD ONTY FOR HV i nnr ®.A:D Ca,�__�nc � ADD I A ONONE ALTERNATE HV 'T' LOCK Gdl MAY BE INSTgUFD IN UEU OF HV LOCKS ®OR (� FOR ANY SPAN ANO E AT ANY ELEVATION. AL 7E LOCK ®�AAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK INCLUDES USING RQNFORCING LOCKET: 1(" AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4'6-20 x 1 1/2' LONG SS. THREADED BOLT W/ 7/8'0 x 3/32' WING 4OR W/ 1/4'0-20x1' SS.M.S. INTO A 1/4'0x 5/B' RNNUL LOCK MAY BE INSTALLED A7 MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY, kNOTES ON HD LOCKS do CENTERMATES• i. ND LoeK 1'y W! HD ERMaTFS �a1 ft { L W! CU- ONE ALTERNATE HD LOCK Q MAYBE USED IN LIEU OF HV LDCKS :2� OR T25 FOR ANY 5PAN AND INSTALIARONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCKIt TO ® IS W/ 3 #8 x 3/8' F.H. S.S.MS., AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECDDNS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ 15 COMPLETELY OPTIONAL �-O, TILLIT TESTING & ENGINEERING COMPANY 53ss N.W. 36,h. 5L. St- 305, VRGM CAWDM FLMIVA 33 Phone : (305)871-1530 . FED : (305)871-1531 e-.a: 61te..6ao1.eom CA-0005719 WLLTER A TILIIT Jr, P.E. FLORIDA Lk. j 44167 AmSwS A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2020 EASTERN METAL SUPPLY. INC. Accordion Shutter System H.V. MAX #1 W/ OR W/0 N.V. WND0W MAW !AWING NO 20-164 POURED- POURED •-CONCRETE ANCHORS POURED CONCRETE - 1 (SEE SCHEDULE ON OR CONCRETE BLOCK,' CONCRETE CONCRETE- 1 SHEET 13) REQUIRED / .-1/4.0-20x3/4' S.S. REQUIRED _ - REQUIRED 1 i J..1_ CONCRETE ANCHORS MACHINE SCREWS ONCRETE ANCHOR (� � / i 17 18 $' E sLa AIWNANG T /� r� - (SEE SCHEDULE ON W/ 1/4'-20 SEE SCHEDULE ON 13) .✓ !^ i f ( ®aN SxEtx 7) i "; • • , / f SHEET 13) �� NUTS 0 12' O.C. rkCn. 1/4-0-20z3 4 S.S.1- -EO-�-EDz MACHINE SCRUIS I / / 1 I a'-j E. ,D.* �� r/��•/ EI 1}li 1zT, _� USING1oc-za NUTS l'•,'17j; � —t9 i EO Eoy 2 ~ i ( 50' Max. `- : w 1 13 f�5jl 4 1 f C' 1 = t.J y Ijl O OJ E.D.!•- r ---� I� j —© OR 15 .250' -.250• Max. ji 1 T l I Max. ;i - ED' r OPTIONAL �I IF I 'I 1 E) �" i i I l 1 JI 'I EXISTING R �♦ ' I I� tjllJi l� EXISTING ___ i 1 � __ MIN. SEPARATION TO CLASS � 1 SCHEDULE ON SHEET 11) o1lsnNc CLacS-- i II 1 155 MIN. SEPARATION TO GLASS CLASS 11I I :l :-(SEE SCHEDULE ON SHEET 11).�l I t l I ii - __ ._.- ` a ' cuss C V LL HEADER INSTALLATION --- - - t �- - 1 s © HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE IXISiwC 1 ® i-(SEE SCHEDULE ON SHEET it) �I S 1 Q 5 r`- MIN. SEPARATION N TO GLASS �. 7._.. I t �. GLASS-1 M.,L i I i q I i � I r (SCE I 1 L i I I'-- OR i , I --- (SEE SCHEDULE ON SHEET 11) yy MIN. SEPARATION TO GLASS --i V 11 FOR ®A\a �� 1 1� TSOffnaE Of gar FOR I II l n I, i I mnoesp ® DOSNNG Y1 G' OPTIONAL I 1 • pTI l Tl � � i I � F ` f.D �' l � i i i i'_. _. i . 0.• OPTIONAL i i) ;l � f4/4' Max.tlax_t_ i-r__-! .)+. Max... E. 0.• I l i i i i E!f• N I I ' l -i t-_ - 13 OR Q •� __:`- .-i/:'-r- -k i _ .._-_73 0R Q-EO..r.EO-t OR® ._-!__. r--_•. - (-. ._. 1/4.0-2ox3/ 2;4' S.S. --- -EO EO MACHINE TRUSS HEAD j 1/4'0-20a3/4' S.S. PHIWPS ry' - CONCRETE ANCHORS 17 aR 18 MACHINE SCREWS USING , - n' CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) 1 1 _ 1/4'-20 NUTS 0 12' O.C. (SEE SCHEDULE ON TRUSS 1S HEAD NUTS E SC O.C. POURED CONCRETE _- Min. POURED CONCRETE-- SHEET 13) OR CONCRETE BLOCK I.' r`�_ _ OR CONCRETE BLOCK WALLREQUIRED O HV WALL SILL INSTALLATION (� SCCHHEDU EH ORS REOUIRm POURED CONCRETE- SHEET 14) `F HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV_ WALL SILL INSTALLATION L+9g�NdI7AILOCLGF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER ► E• 0. _EWE DfSTANCE INSTALLATION DETAILS W/ ASSEMBLY ) BIADEMaANNET 19 FaR �:1. 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFIGTIO ANNS ON SHEET 13 IN Y WAY TO SUIT ANY INSTALLATION. F0511EHV BLADE FLORIDAW1111BUILDING CODE(Non High Velocity Hurricane Zone ...... lj� ozoz° nLTEco. wc. ©2o20 EASTERN METAL BERTHAsuH TM �iR\GLEN 9 - E ��� A Accordion ShutterSystemNo. 441 7 �' • • e e Kv MADE #1 W/ DR W/o Kv WINDOW MADE American Shutter Systems n,• N o6�ImaN DATE DRAwH ew t1.P s * 71LLR TESTING &ENGINEERING COMPANY "O STATE 0 81%' "y' 76a 3°• SId 30.1 °",�,°" GAR0015, Fop pp yT,S. Aesoelallon. Inc. t OLD 17-107 /2/20V wTE. 7/2/2020 9 •, Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroods Drive 2 �•< ' Og10 ` e-mail: tat.m®aawm West Palm Beach, FL 33407 3 DRAWING No ..........•,5�. GA-000a7,9 20-164 ',��7jss��NAI ``��SFJIL/SIGNATURE/DATE WFLOR01ALTER 0.U0. d T`LLff 4IIO7 s SHEET e 0 OF 20 POURED _ CONCRETE ANCHOR. - CONCRETE (SEE SCHEDULE ON SHEET 13) REQUIRED EDGE -./- APWCABLE IF EXISfIHG ^E �11L ! �SLAB GLASS OR 130R15 I r EXISTRffi GLASS—,� j , 1iK STA7A7."Xl i i{ To aAs « I 1sa¢IDR E AGEq)Ar .. CN D'4T 9 RlJH7 C{ [aADES Cilk itiA� 'A' OR 90 EXI571NG GLASS �._ --p14x3/4' HEX WASHER HEAD j 111 n,. SEPAPAIION i 1 ' TO GLASSSCHECOZ MC , 91EET 11) , O EXISTING 11 % GLASS , [-'—�— TEN SCREWS ® 12. O.C. I i ' LmJ ' -CONCRETE ANCHORSEDGE �----r B � `r - SLAB SCHEDULE ON SHEET 13) �i _ E(2.--�--Ea M (' 1 SIAS j GE OF IL '7 �I MPUGBLE i /' ! 1%z'1 .�1 •.J _ EDGE OF ; .- /r , ,f. APPLICABLE �•i s 'E.O......t.0'-. _.. y -- S� IF <:.i� _:.' -- - '__.}...'n- '} ! APPLICABLE POURED _ _ - - POURED-� - Ii�: p POURED-- l �j . j CCNCRt'TE -'E. D. -i CONCRETE ^�`T HEAD CONCRETE ANCHORS 1 OR 6!� CONCRETE '._ _ �.. �__ ��j� _._.__ .._. __ _ REQUIRED FLU HEAD AN REQUIRED (SEE SCHEDULE ON rREEr 14) I CHARS REQUIRED L E. D.•.._— _. __ _.E. 0 ♦ (SEE SCHEDULE ON SHEET 14) f TRENCH INSTALLATION (D HV WALK —OVER INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. C HV CEILING INSTALLATION �' HV FLOOR INSTALLATIOfU t DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 4,. `..-c. A=.W.'.! y • CONCRETE TS ll 1: ANCHGSS- [ (� yo6Ota- I lJ __ _ __— _. _ f _ (SEE SCHEDULE ON Ci SVEEf „) - } I i -•�. �. j SHEET 15) 1/<0 IT,Y D31LER T'p=4 lr/ cY S1w 11) ExiSnNC _� 1 p EXISTIAG --j q EXISTING _ _... _:. A7.'A•SED PET"Cav I ""'ad GU"�- 2 1GLASS �GLASS L' 7E61rlYaG'! OR 1/a•0 1'NSIIS ^ --=;j'FkM "r 1A�r . 1Maf M el/\�-i ( SrrWlvlro *1•11) 1 , 13/4'1lTJ. LSL=�.YTN" O 0' @py$ 1 QC FOR LP TO V-0- SPAN AND II ;'IF-"(��• --; 1, I 1 �1E, I ;. < OC. FM SPANS LARGER TWI �PSF7 E1�Q1��C-C' LP TO S'-- . 4 .`��SJ1ANT Ar =1i_;.. Ca(T1a) ( NmETtw u+suRaar�,,WAS E D �: - e V 3 8_ 'c t. !,II T -cCRS ( t--;'. + 1 i 'CO\T. SVAWJTij N"X- g14x3/c` NEX HEAD 1�3(a, !. 0 12. O.C. - �$ R GCR_PS a 9' O.C. ' T-1-•uAl 0. 3iB`. .__....! . • •� /i .fi'/„ OR 1/4.9-20 S.S. M.S. CONCRETE ANCHOR i 1 4'ir� 6 7 i' - g14x3/<' S.D.S. _ii 1F4'C-iOvE/4' SS IJ_5 W/ NUT 0 a' D.C. (SEE SCHEDULE ON 1�21 ^- +O • I1 17 1 , 1/4' SHEET t4) 9 9' 0. C. / = l .=7 wee 1/4•c-20 NUTS 4% SD*•RAlai l(_Y F. TO� II i�WIi ID ` ON SHM f9 FOR D1A�smkLD) 1 ALTERNATE, ANCHOR \ LOCATION I i „ 3,a ; MC�11W 3!a'!iJx,. '17Oa 18 ' A 'i EDGE OF, 1/2•-I `,'1•. 17 R18 !4i - 1 7/8'�_, 7/8( ;'� APFUCABLE"'-'',`._ .—'- _g14.314' P.H.-S.D.S. f '-'-----E.D,� -- - - CONCRETE ANCHORS SEF. NOTE 13(bj ""!` -"'"- 0 9' O.C. • POURED CONCRtIE -- OR CC7JCReE"e BLOCH (SEE SCHEDULE ON ON SHEET 14) SHE--T 1 POURED CONCRETE-- -SEE NOTE 13(b) CY SHEET 1 )PTIONAL POURED REQUIRED V HV WALL FLOOR INSTAi OR CONCRETE BLOCK REQUIRED R�U• CATION G HV WALL WALKOVER INSTALLATION 0 ,HV RAINGUARD INSTALLATION t NOTE NOTE =04 COHB'NAT1CN OF SECTIONS• �11W�.E_- t THIS INSTALLATION SHALL BE E. D_ REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL. SHUTTER (SEE SPEADJACE14T Ta AN OPERABLE EXIT •SEE UMGAL01J5 OF USE FOP. ASSEMBLY OR ENTRANCE BLADE ®OE1 SHEET 19 ^- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �P 1 I qi 02020 MLTECO, INC. No. 44 67 ezo TILLIT TESTING & ENGINEERING COMPANY STATE •. '4��`''' F�ORI F P a355 N-W- ZMM St- Sm. M. VRGCC4 GARDENS, FLMDA 33 FH4ac : (305)071-1530 . Fm : (305)871-1531 9-Om11: G�eeeeoRCLeem •''ti���`� 67 YFLOE FAII /CI(,AIA'N lac/MT Uc, Al4167E 0 12 O.C. Ext5I)NO NON SIRLIMRAL .1 _12.00` MIN. r` TOALL 709 (DECCRALI+' E.D. SILL) MIN. • _ PoUREJ CC :'CRLTE . __ REOURED KEYSTONE MOUNTING IidSTALLATION wxIMJ4 ASD. D--A�.f/ PR.T�SDFE; .64,-]2 p;1 MAID•JLLu S1WTER SPAN 9'-0• INSTALLATION DETAILS W/ C; HV BLADE FLOPJDA BUILDING CODE (Non High Velocity Hurricane eon © 2020 EASTErN METAL SUPPLY. INC. BE HA HVTM I(i Accordion Shutter System H V. IXAIX #1 W/ OR W/0 H.V. %MNOOW BLADE American Shutter Systems Association, Inc. 4268 Westraads Drive West Palm Beach, FL 33407 a DRAWING No I 4 1 1 120— 9 64 f -11UND WALL ON CDETAILS ON SHEETS 10 IS SEEINSTALLATIONS W/ Cl) HV AND ADS AT "D RODS ON , xv LOCKS ®o.° 0 U T 90• �. � I N � EXISTING GLASS AND ALTERNATE HV LacX ®oN SHEET S. f * BLADE STACK 0EFALL HYF IS VALID FOR ALL ©®O O O O © BLADE W HV CENTERMATES CENIERNATES APFUCATION WON BLAOEQ 6-6-6 i _ — SEE WALL EXISTING GLASS DETAILSNON SHEETSN10 &1O 8 1 10 0 © ® O O — ----------------------------------- &5« - • 8- 8 . 7 m. r------------ — (606S-T6 }ALLOY) ALUM. `� i� ®-) 9 «@ ! L 7" 6 1/2• �• 7 ' _ ._ti—_._,___—_. ANGLEW/(z) 1p-o raPcaN 1/2• ml®.® OPPOSING f SYMMETRYCAL ANcxors To coNCRETE CENTERMATES i (TOP/B01TOM) h ' f ;a)#toAT sHs ro ACH ANGLE. )I ' BtD.C. �ii i®cHc WL HV LOCK 12 ' ar 5? CENTERMATES MMTO CU55ON j W/ HV LOCK or 61 (SEE SCHEDULE 5i — �® * 35 * f I (1, I ON sxEEr 11) — — _ 0 lops-©.®-1Q•p- � - GLASS ; 1 1- p- p � ©- - — JIG LASZ MIN. SEPARATIONI, 6R ®` OR TO GLASS (SEE SCHEDULE IN OPTIONAL ON SHEET 11) (INTERIOR) _ N5— HVA s 7o. -(z 17 per; 22 q ® HVB — — — — — — — — — — — — v« SYMMETRICAL 711— CENTERMATES6L ©. W HV L0�2�* OPTIONAL (INTERIOR) n* OUT *(35 ® - f *�a® a (E)MR(OR) H V E OUT ®W 5*—' ®0000© H VQ i ca 6 • 7 - s - � D • - EXISTING GLASS MIN. SEPARATION ©- TO GLASS (SE E SCHEOULE 8)- 19 • 03 - t 9 a R ON SNEEr 11) i POURED CONCRETE OR CONCRETE BLOCK WALL ' REOUSED `CONCRETE'= ------—_-"-------- ' YA•�,IE5-- �.%-- 16' O.C. 3 j VARIES OUT _ -. __6 1/2• MAX. SLACK t \\\\W�'�Ill ,,.\�\�,c�....:. �P. �\CDR - = No. 44 "a = STATE � 'PLppI '4i, S'19 0 �A/ii— NA I wA/, <</r �,, F•;✓�,.,� 67 F ? 'ate P; ��,;: \\\ au\\\\ccAI /clrklATI lot, inAT 02020 TLTECO. INC. 1 M—c TILUT TESTING & ENGINEERING COMPANY SMS N.16. 36UL S1. St. 303. VRGUM GRIN31M. FLO M 331C Ph..: (306)8-Y1-1530 . ru : (3oM71-1S31 e-ma&till o... WALTER A DwT a, P.E. rLOTnw u� a u16� FLORIDA BUILDING ®i ®� ©�o American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 CODE (Non High Velocity Hurricane Zone; ©2020 EASTERN METAL SUPPLY. INC. BERTHA NV TTd Accordion Shutter System KV. MADE St W/ OR W/o H.V. WINDOW BLADE ZEV. x UMCRInON DATE I OWN W. MP 1 OLD 17-107 1/2/202 — 7/2/2020 2 DRAWING Na 20-164 ��rrr 3 A 5 ALTERNATE INSTALLATION W HV "T" LOCK 60& HV MALE/FEMALE "T" LOCKS CENTERMATES �8i 29 LOCKERS (D) W/ In HV BLADE SEE ENO CONNECTION O ffAI a nu curette 10 & 1® r GLASS OUT co IN �`ASS BLAME (DSLACK DETAIL W. wmCATEO ON SI¢er B. AS WELL AS UNNEASILL FLOWING IMAGE DETALL HGO-NVO . 7 B w 1U0 wmra7EG OR "AS SNEt r, wY BE U6EG amN n1s AUExN+F, `-fo�(Ij5 �6i1.631a�7 .� INSTWUMAIL UL HVD SHOWN w rKS 51EE7-. * SEE NOTE 6 FOR HV LOCK 3® or' LOCK, ON SHEET 5 •I' SALES BAN ALUIDNUY 12024-73 ALLOf) LARGE FLANGE TLON SFL•ET NUISERI. PARR If W20, AS MWIFACNRED Ur AVDEL CHERRY TE%TOWF, PARSPPE4y NEW JERSEY 07054 OR EGIJAL INSTALLATION n HV BLADE W/ HD CENTERMATES SEE ENDWALL CONNECTION— - DErA US ON SHEETS 10 In i i I 35 2--------------------------------- ,ION3/4-SALS.0IL' --------O— i-.(- - - - - - - - a4y-'�-�.�G�yP�>w_",L)_, -� •� !� O.C. HILL lDtWfL * a' 30 HV T" LOCK (INSIDE) H. ` F _ t1 PIN (TYP.) Li; s IN (4) N.V. `� 1• P015 (TYP.) i� s 1 YIN. 5p'ARATN/N wa ' - - -- - - ptel, - r -- -- F= - - - =r—i is EfOso _V m sir ,) our 1 /4" 0-20 x 1 1 /2" S.S.M.S. y W/ 7/8"0 x 3/32" WINGNUT. ©OHV "T" LOCK (OUTSIDE) - ' HVG* BDD LL• Yu FLOATING STACK aI 'I 33 t3�F (DPDDFuy - B— VB SYMMETRICAL HD CENTERMATES W/ Q31' LOCK (EXTERIOR rUT (OPB0HAL) pH C—HVC SYMMETRICAL HO CENTERMATES W��w,+ LOCK IINTERfOR SEE KM ON LOC`= P=Q D 10O LOM ON SHEET 5 @AYfRSAI FLG17NG OL".0 OETAI wzx- G a VIVO FOR ALL COOEWUR9 APRIWpKS -H RAM Q 1(JIIIUI)` - No, 441 * ; r •o ., STATE Q • Ic O' WRI V��/ 7 02020 TILTECO, INC. L E�CON�. RONA BUILDING A, S e S eA. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE(Non High Velocity Hurricane Zane' 2020 EASTERN METAL SUPPLY, (NC. BERTHA FIVTA, Accordion Shutter System KV. BADE #1 W/ OR W/O IOW TV. WINDBADE / � 1 Eti� , :� Al /cN•_hIATIIor/nAT TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36M. St. St. 305. VIR0VA CAROM RDWD4 3315 Phone : (305)871-1530 . FO:: (305)871-1531 e-muR: b1teLo®OOLcwn CA-0005719 FLowcgo f u167 EV. N OESm"CH DATE DRAWN BY: ur 1 OL0 17-107 .�2�202 2 DATE 7�/2020 2 DRAWING No c20� 64 s s _- !•, t - POURED CONCRETE OR f �_�'�/�- f` F -'POURED CONCRETE _POURED CONCRETE _� --_POURED CONCRETE -.. -.._____._,.. CONCRETE BLOCK WALL �. _ OR CONCRETE _ OR CONCRETE _t OR CONCRETE �.' REQUIRED - i F BLOCK WALL REQUIRED /' ' BLOCK WALL REQUIRED '_-.'__� `a " .'--* ; BLOCK WALL REOUIREC EXISTTNG GLASS I CONCRETE ANCHOR'--- r _. _ EXISTING GLASS ." 0 16- O.C. I fig EXISTING GLASS • - -S I F' / 1'�`_2- MIN.: _ - - 2' MIN.r�-• _ EXISTING GLASS MIN. SEPARATION EQ !T EQ TO � � ` ! f r saD�nulE�aN(�sT�Er F �aTasnoN I r ' fr < II FOR BLADE®AFb 70 (SFE / t I�# MAN. SEPARATION SCHEDLILE ON SHEET 1/16'x3' MAX._ N SHEET 19 FOR t '�' N SHFET � • J 11 FOR ETAIE ®AND (6063-T6) CONT. �_'- B� Il EAADE i I 1 70 ULE O (SEE (LOCATE AT /� 1 N SHEET 19 FOR ALUM. CLOSER _ �& Q�/ mAND . •� �' SCHEDULE N SHEET EITHER sLDE V' ` BLADES O& ® PLATE. (LOCATE. 1/2' _�_ ' t i' IN 17�& I)3t 1/2' r ;N11 OR BL I0 FOR OF SO) AT EITHER 510E MIN?_J ? f :� BLADES Qt & 1/2' A6N_ OF ' i { I I I - a USE 1' OR 2' MAX �10x1/2' S.ALS__ iEt� etOx1/2' S.M.S. - I -- t Ir (A5 APPUCABLE)xz'x1/8'x0•-2' a 16' D.C. --'—_ a 16- O.C. I r -" "' , ALUMINUM CUP ANGLE I t 1 + • _-.- (6063-T6 AUAY) AT MIDHDGHT, (1) I)10x1/2' S.M.S. TO®& A�------ (2)1/4'0 TAPCONS ANCHORS T°- _ °l TO TRACKS MALL AT 1- O.C. (LOCATE AT O OR ®� SEE DETAIL X FOR ' OR r i SIDE CONNE OONN ) OR EITHER SIDE OF ®) I O OR ll T • v SIDE CONNECTION O & I v a 6 7� 10 •®a TO TRACKS • w©•� ®v SEE DETAIL XFOR-` 4 _7 t i 'v"V7D�1J•®v ( 10• ©v SIDECONNECTION O ®v�vQ•QvO 10•®v TRACKS 0•0-101 07 ®a 6 • Q•QQ •©w©.�.®w ®ap ©a O O ®w©•O•®a ®®w®•a�0 ®w ©O ®w©.Q.®a �•®w® ®�® •®ate O•®a®•®a®•®ate END CONNECTION DETAIL 01 END CONNECTION DETAIL 20 END CONNECTION DETAIL 03 END CONNECTION DETAIL POURED CONCRETE OR - •F REQUIRED ONLY FOR SPANS GREATER THAN 12'-O' II EXISTING GLASS CONCRETE BLACK WALL EXISTING REQUIRED GLASS 4 I.M. SEPARATION To GLASS (SEE ® Is' O:c MN. SEPARARN Y [� 1 1 SCHEDULE ON CONCRETE 1/2' MIN. 'M� (¢ • ____________; ©GR®OROOR N SHEET 19 FOR ANCHOR ®. IkT71AE N SHEET . CONCRETE- &® 12' O.C. .' ♦• I OWN SHEET 9 FOMID � _ '_— -- _ ©ORQOR�OR� ANCHOR 1 O.C.16"�MIN. �' - --I 4 I ___ `_� ' °R g -2 MIN. EOy' ©OR®OROOR 7 I 2' MIN. �v BI�ADEMAAONNSHEETUSE I9 �R © O ® ® ® VIEW Y S— 1Q OR ® © 1 oR 13 0R 1 oR 1 oR 1 OR ® �N DETAIL X POURED CONCRETE OR v®a 6 7 B 10 © ®v 6 7 8 10 CONCRETE BLOCK waLLQ-ID-0.0 ®w OHO ©, ©®s®w END INSTALLATION REQUIRED f0•®v©. �,®,®o, 10• Sa ©•O •®�©O ®� © O ®a (ji HV BLADE OR n A HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 5Q O•®�®•®v®•® _END CONNECTION DETAIL n 11T t RJOU 61JILDING CODE Non High Velocity Hurricane Zone, t 02020 TILIECO• INC. 02020 EASTERN METAL SUPPLY, INC. v.\cEr sF ram '�7 �� BERTHA HVTM ff No. 44 67_ �__107MFW NAccordion Shutter System Is ® wv GLADE #1 W/ OR W/O Kv WINDOW MADE TILLTT TESTING & ENGINEERING COMPANY American Shutter Systems ILV. N DESCIFn°N IIurE DwTwN er M.P o' STATE F �oT,/- 6= N.w. 3s n St- Sm. 30. vMIIA GMMG. ,L=VA „1e• Association. Inc. I OLD 17-107 /2/24 DATE: 7/2/2020 ��O •• F Phona : (305)B7t-1530 . I" : (3051871-1531 4268 Westroads Drive 2 '.�RI •P;ry�e-�CA-ala 87 9West Palm Beach, FL 33407 3 DRAWING No A �Z . -20-1 BFDTg 441674 t�NA I /Si(NATIIRF/nATr MAXIMUM SHUTTER SPAN* "L+' OR -L-" (ft.). FOR INSTALLATIONS W/ PJ, CENTERMATES. ® & ® or 1 or W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/ NO LOCKING RODS% or CENTERMATES ® & ® W/ ONE HV '7' LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM (SEE NOTEStit) MAlwov CONCRETE & WOOD 04STALATIONS AS . DESIGN_ _ P E WALL MOUNTING FLOOR/CF3LING (DmE) MOUNTWG 40 _ J 13'-10" P3'-10' 14'-2' _ 45 13'-1- 13'-1' 13'-4" 127-5" -� 12'-5" 11'-10' 1 t_-t0' 12 -1" _- 60 _ '_ t i 1' 1-4' 11 =T 65 10'-10' _ to'-10' 71'-f' MAXIMUM SHUTTER SPAN* "L+" OR 'L-" (ft.) FOR INSTALLATIONS �W/�OPPOSING C Ni RMAT 3�1rJ & ONE HV LOCK Q3 or ® or W/ NO LOCKING RODS (SEE NOTES tit) WAIL MOONING FLOOR/CEIUNG MOUNTING C. OR -) 1 SCHFUME-0 .vAXIMUM SHUTTER SPAN* "L+' R 'L-' (ft.) INSTALLATIONS W IL CENTERMATE & ONE HV LOCKS �W/ 7 OR W/ NO LOCKING RODS (VALID FOR MOUNTING It SHEET 7) M,ODMUM LSA DEMON CONCRETE ' INSTALLATIONSPIESSURE FMMG FLOOR/CEIUNG MOUNTING .OR 09 �) FLOOR/WALL MOUNTING__ L * 00 1 L - (N) __I' 40 - --_ - 14'_-2' 15,-2_• 45 13'-4' I_ -3" v ��..50 IN�'A IATION r.rND CONCRETE & WAD MANSORY WALL A. B. C. D, E. M. N. 0, P. Q. MOUNTING F. K & L R, S, & V. FLOOR/CEIUNG MOUNTING G. H. I, It, J T. U. W & X & M 0 MAXIMUM SHUTTER SPAN l+' OR 'L-' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 PSf. AS.D. DESIGN PRESSURE RATNG. 'I' HV CORNER CENTERMATE 93 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 12 NOTE d5, SHEET 5. 1 1 EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR 'L--' AND MAXIMUM A.S.D. DESIGG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL. BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.S.f. AND 8'-0" SPAN. SEE MOUNTING MQ ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1.. ,1 HV BLADE ` �yo( t�S�GR MW/ ezozo ToiEco. INC. -y�?� ' 0 NI No. 4 1 - * TILUT TESTING & ENGINEERING COMPANY 'a STA / OF �7A 5M NW. J6N. SL. St". 305, VRGM GUDEU%, FLO;= 33 PhN : (305)871-1530 . FU : (305)871-1531 L�0 •.• F .� •. to �i��CCss IDP �: e-MOR: 6Reco®aDlcom CA-0D0671s . •a'Gj' L ;0*/CIeAIAT1incIn— •... Gi•_ SON WALTER A TILIIF Jr. P.E. FLORIDA Ue. 1 44167 � s S m S.AB Amer(can Shutter Systems Aeeociatton, Inc. 4268 Westroads Drive West Palm 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 RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/80TTOM) OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND "L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE LI+- MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING., DETERMINE: Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EOLIAL TO THE MINIMUM BETWEEN 'LI+". 'L2+", 'LI-' AND 'L2-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. CODE (Non High Velocity Hurricane Zon (02020 EASTERN METAL SUPPLY, INC. BERTHA HVTIA Accordion Shutter System KK RADE #1 W/ OR W/o Kv WWN MADE (AWING No 20-164 POURm GOt' ' M {S7E MOUMIf l- ". B, 2 D M.3 0:4 SHEET 6) CO SPAN WWALL NTER W/ MGUNTING A WALL NE40ER MOUNTING W/ (141 ® yWy HEADER MOUNTING 0 WALL SILL OUNfING (P)WALL �IJ. CONLREj• MOUNTNG BLOCK C &(JF• (fl) ASD. 30 OE9i1 b 1®"+OME 60 j 75 PPLS9fE 80 120 PATflB 160 (off 205 ,.._ 30 OLSSdI b -W1f10NE 60 75 P'3STJZE 90 120 P.O--PDTT teu1205 ASD.l43a1 30 taeRhE FM�1 ti r6^G ti56 OF901 ty/ Nr W!E PI��SIaff PAipC ASD. O�CGl1 tBL@E W/ P �� BVNL /psf �tSA 1t90i_NrCK LHHEADER/SILL NG R3S90S RA1W�G1 •a 14 12 10 8 e 8 1 5 6 14 1 b 60 75 BO 120 18D 20S JO b 160 75 w,120 160 205 30 40 �7S 80 120 76D 205 30140T6D 7S 9p 120 i6ui205 3'-0' DR LEA 74 14 12 12 f0 ��IO e 9 B e p B 8 6 6 $ 14 14 12 _12 12 10 9 f0 9 10 6 e e s 9 8 B 8 e B e B 14 1t 14 12 10 B I2 10 e 12 10 9 -179 8 B 6 e 8 8 e 9 p 8 6 6 14 10 14 12 12 10 10 9 9 _pss B e e 8 i4 112 10 9 e 6 B f 8 B 011 g _e e 1 8 r 8 1 8 e B a e e_- ISS e 74 12I101 9 8 8 8- 6 I4 12 -9 10 e g B 6 e 14 t2 f0 9 8 6 12 10 9 p 8 8 3 14 12 10 88 I}j-B- B 8 I_6 _e e e j`e p 8 B 63 1412 12 12 10 10 1 9 a 9_ B 9 B 8 p 8 6 43 4 414 14 14 I2 12_ 10 B 10 9 e 0 6 B 6 14 74 12 10 D 12 10 p B p I_841-2tl019 p 14 12 7 2 11 0 8 e 7 B e—`-- S5 f1 14 I4 12 12 f2 10 ,D 70 1 9 9 e 8 _p B 7 e e 53 0 e -. 6 B 0 B e B B B 8 e B B'!Fj}88-4 e I .4 e i 7 5S4 7 74 12 tO B _8 B 8 p 1 p e e fi 14.5 13 - 4 = - - 14 14 fs 12 1Y 12 12 10 B f0 1 9 10 B f0 9 I.,B 0 j 6_ B It e p S___ 6 8 6 d5 J5 11210' 14 12 14 12 _jj 9 1 10 B f0 9 8 p B I e 0 88�(8 8 e T_ e 0 14 14 14 12 72 72 10 f0 8 p 7 - - 14 t2 10 B 8 g _ e B aa 6 5'-0. 14 14 14 12 12 12110 1D 10 8 9 11 12 fD B- I a 8 55 8 B - 1 - 14 14 12 12 f0 0 f0 e 8 8 8 B 4.fS 6 — �$ f1 12 j/ 12 10 9�8 e 5 16 12 10 6 B 3 =_109' _B 6 _ 7 -_ _ 8 _B _8 B_ p B f 8 to 12 10 9 e 55 J - 14 12 10 B e I B 45I - 74 9 8 p B 1 6 14 12 ID 8- 0 - - - 14 _ _8 e e e p 7$ SS lO 11 120ItB -_- m a1a s • = = 1`4 tz lo` s 'ea a 4.p 12 14 i2 - _ 14 12 e f9 9 e B p 8 p e s !S a 1/ 1z 1'2 1D 10 s _ B g ._ 4S 4 i- ---e - l/ 14 __ t2 12 - 1a 10 e 9 e 75 B_ 4 4 -_e eiais __- 11 12 IO 9 J3 5 - - 14 12 f0 E 4 14 t12 tl B e a 6 55 1t 12 f0 B S - 1i 12 _11 B B B B 7S SS 11 12 12 110 (10 • 9 9 B 8 4 B 4 5 -_ - -_ - 14 -1_I_ 14 12 12 12 10I B _1D 8� 10 9 0 I631_J_ p_ 6.S 8 f J - _ 14 12 71 12 14 12 10 B 10 9 10 ` B p g E 6 6 8 - - 14 14 12 12 B 1D 4S 9 s0 - 8 - ( -_ - f4 12 1121 12 a 10 D;R _ 7 _ - _0 8 B B 8 B 4S1 7S - 811�0� L7-00"f4 14 f4 14 14 14 14 t/ 1 12 112 12 12 12 12 12 10 10 10 10 10 10 pS 9 8 9 95 6S 6S 4 7 75 �S7S jSS J I{-5.5 1- 4S 4 - - Is - - _- _ 14 14 1i - 14 14 14 14 12 12 12 12 12 12 110 12�jTj.10 f0 B 101 9 10 • e 10. �9' 1 9 9 6 l B 18 431 g,�45' 8 ' 7.6 _ (( 7S j - _ - - - 11 12 14 1Y 14 12 14 12 14 12 tt 14 112 10' tp 9 70 B 10 9 -_i. ,0 9 8 B p p B .14 B B 6 _ 8 6 tt I = - - .-. - 111 - - - - - 14 14 1{ 1J /4 12 it 12 12 93 12 1O 7 10 8S 93 4 10 7 J - I - S - t-4) = - 1 - I _ - - _ - - 1 -_ - - - 1 - - 14 14412S 13 14 1 12 BS 12 10 7 0 6.5 10 7S S 9 1_e 4.5 - 63 - 1 - - j _ I - - - - 8 l B 0 1 B p B 1 8 i3 7S' 163 5 p p B7 9 4 3 B 83 65 6 - -' J 9.-0. 14 12 70 6p 4 I - -. 1! 12 ! f0 9 9 I.S - 7 - _ = 14 12 14 12 10 B 73��_� 10 9 8 - - - _ - 14 74 113 4.6 = �. __ -.. - 14 1_13 7S - - _8 8 -B - 10'-0' 14 - 14 14 112 12 12 OS' 55 a (f jjj S_ 3 43 # _- - 3 I - 14 14 10 9 5 'I 1 - 12 74 12 10 B - _ - ,4 12 1 S _.3 - - _ __ - _ I - I -� 14 14 12 aS fM5- 8 63 - - -� - 8 B B 8 8�5f 55-1 7 S5I45 4 1 - '- 14I12 11 f2 14 12 7 7 4 - - _ - _ - _ - -_ - = -_ 14 12110_ 1 14 1Y 14 12 f0 10 - _ _-= _ 14 12 14�12 14 14 10 _ 10 _ 10 - -_ - 14 11 - - _ - -� - - 14 11 p I - - _ e 6 e _ e 73 B S t 1 1 9 JS - - - - t25 15 5 _- 14 12 10 - 14 12 10 - 1. - I - 1- 3.5 ,D _ - _ - _8�_- - - - 14 10 71- _ p p 8 6 5 - t 4 3 14 12 14 12 55 SS i- - �- -I_-.-1 - �_-.•.- _14 _ 14 j10 _ _ -_I- _ 14 i2 f0 — - =1=_ - _ is @ - f.-_I { __ - -_14 7 �12i0__1= J3 _ _ _- _ I_ g p 1 7 7155 45 JS t F.5 3 f4 -t-�- 1� 12 01_ L _ _ 1 _ 14 12 10_-___ _�_--_173 E5 _ __I- '_ _ _ __113 14 121101-- _ - j- 14 12 10 - - - 1- - f2.S 0.5 = I- J {-�- _ _ - - BS L ,]3I83 _4 IS __ - I- f j- p sg5 g88 �$ s 14 72 - _ - - _' 74 12 14 _ a -_ - E - '- _;4,2---- 14 12 12 -_ '_ _��77- - - 9.14,5 Is ,_-_- OS f.5 -_I_ _ - ,_- (_� _ - 1j _ 1 _ - 9 11,.5 ,41,2 OS= =- - -�- - --B es S as 339-_,1-2 14•-0�14171S1I-T-I_I`F___f112j-+l-l-Ij-l-i-tf 14 12 I 14 I__ - 14{_74 _- I I - - 14 12 112 {r --_ f -..jJ—...-.L11�- _f - _ f _ 14 141 1 H 12 -' - —_ 1 _ -� I _ _ r--_ - n5 8 9 13 - - 1.= _ _ j - - f( _ 7-5g3 p p. 14 12 - -[- _7_3�- /2-I--_�_104=j 031 4 i _�=j=107S-I-_ ii - 09 B - t - --p7S = = _S J{IT'4'3''{(L - -. 15'-0' 14 1 141- - --- ;- -i - =_1 _ �.._ -I- -- f - - 14 -f'_I-- = -i-I- - - = - - -_-___ - - I - 73 - - __ = 11tt= - - 1 - - 8 7358 S I • J.5 4-1--_7 e 1 ___ i - j - s -,- 4 = 1 =_ = ;: _ ._ _ - - -. _ =1 -p -7- {t{I1i 16•-0� 1 ___ 14 I - ' ='T - _ - - - _- -_ __ - _ - 11 - 1= 14 _- 147.5 ._ _- _ _ _- -({_ _ - _ _- -_ __ _ 18I3135 - __ _ 7 B 3 �-_ fi =i= - _ = 1+ __ FI ,,pie tom 02020 TILTECo, INC \\GEN '' .`i: d �T:l�UEC0,Nc. No.441 '�'_ -&-v j„2j *: it TILLIT TESTING & ENGINEERING COMPANY ti STATE TJ���// 63W N.W. Mth- SM St-- Mi. VX=A rARDW, 110MA !J Plana : (JOS)871-I530 . For : (JOS)871-1531 com e-maGUlteC57 TONAL 9 WALTER A. TILUrlJr. P.E. �ipr, Al /clrllAT1 IDr InATr F1nRCA Um 0 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUD-SEr BLUE TAP TAPPER+ i SEE PECIFICATIONS ANCHOR S ON SHEET 13 ♦SEE UMRAO1 NS OF USE FOR BLADE 1A ON SHEET 19 (1 i HV BLADE OR n HV BLADE W/ (Al HV WINDOW BLADE WORKING IN UNISON ORIDA AmSAS , American Shutter Systems Association, Inc.-,- 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zon, © 2020 EASTERN METAL SUPPLY, INC. BERTHA,. HVTM Accordion Shutter System KV. IRADE #T W/ OR W/O Kv WINDOW aADE 'AWING No 20-164 M CMM3WE MOOK I POURED OQCIEIE (E)WALL SILL MOUNTING © CEILING MOUNTING QH FLOOR SPAN MOUNTING 00 `A OE9NH KFGIINE FR69EE "I"Is EA- MCAT VE PR�t III ROM SD. OF97H NFSUA£ FI MITIE RUM •s0 30 40 60 75 90TI20 160 203 30 AD 60 75 80 1120 1p0 285 JO 40 6p 75 rid 120 160 205 14[!1 2 10 9 B�8 1 6 S.5 11 12 { 10 9 5 8 6 8 11 12 10 6 1 Ep3'-0' 1412 10 9 8 8 14 12 10 B B p p B 14 12 10 9 3OR 1412 1B 12 1It 9 e B 1 8 7 14 12 f0 p 8 8 1 E 11 14 12 70 9 8 8 p{ e 1• 12 f0 B e 7 SS 3.9 It 12 10 9 B 8 8 6 f1 12 10 e e 8 6i4'-0* 1 10-90 6 11- 14 12 10 9 a e 8 0 I4 12 10 9 8 8 'Q14 - 1210 9 8 1 8 6 4 14 12 f0 9 B e 6 43 14 12 10 9 88 48 {3 14 12 10 9 8 8 8 5514 12 10 9 8 5 8 /1 12 10 9 75 SS JS - 1{ 72 1O 9 8 e R 5 14 12 7 55 t 5'-0' 14 /2f0 9 6 B 8 -8 14 12 10 9 8 9 6 Sb 14 /2 5 6 {5 14 12 10 e e 7 4 14 12 f0 B Ee'S 6i}J.B 14 12 ffllg S 1412 10 e B 73 aS - 14�12 0 9 8 B 8 143 14 /2 1 0 a.31.79 14 14 12 12 8S 10 7.S 9 65 e 45 8 - B - - 1/ 112 10 14 12 fO 9 9 8 75 8 53 4 14 12 10 6'-O' i1 12 f0 8 75 5.5 J - 14 12 10 8.5 0 7}-5.5 8 4 5 J 14 14 12 f2 10 e 9 85 8 5,5 85 { 5 J 35 /4 12 10 8 8 e -I- 14 12 10 8 1181AS 5 7514112 10 8.5 s !S 4 7'-O' 14 12 IT It 14 12 1014- 10 9 8 63 45 35 14 12 10 8 7 67 - _ �_ - 14 12 9 79 '{5 4 f123 �7 14 12 1D B5 16 12 t0 7'3 8S 14 '' ,$ 14 Il 12 �5. e - IS B - BS -_ - - - 1♦ I/2 10r.7 14 12 108 75 55I 0 ♦ 4 -_ = 14 14 12 12 914 10 B 85 #-- 1 14 123 12 5 B - - 12 14 72 95 (85 6� , T -14 {S 12 9 B 3 4119 �i �5A5 7Y-- 451 - - 14 /2 fL5 75 14 IIM 73 B 4 - 74{{��11 7 14 12 45 - 14112 17 155� - 14 105 7 5.5 TO'-0' 11'5 fi5 14 12 - r-_ 53 10 4 B _. ll j 73 - _- _ _ - _- 74 112 14 12 B 10 7 8 6 43 6S 5' I - 1 - - N 11 14 12 7 55 B 6 45 5 35 4 _ 14 105 7 S (-3S - -_ - 17 eS 83 5 - _ _ f0 73 _ 5 �JV - - i{ 11 7.5 &51 - - - - 1{ 11.5 9 6 _�3_j 8 {� _ = 2.5 95 6 5 { - 14 a 705 e B - - - - - 11 12 6 6S &S 4 - - 13 10 65 S 4- 72 164.5 2.5__12 O p {s a } - - N 1" 7 55 4S 35 T-- 10 7- - - - 14 10.5 7 li.b 4515 - It 7 4.3 35 4S3.TS 314 93 7 tt45 14 72 110 - _ - _ _ _ - ^ 14 1113 tcl j 72 7S B 8 5 6.5_ - 12 9 1!_ 10 _p43 65 5 }t{I 15 BS Lf�B-ASS 4 3.5 _!I({- 0 8 { 3 - 7S 88 I9.S its 5 - OS B 7 5- 4-I-- 1-- 14 12 - !-_ -- 1-- _-- 14 10.5 7 T8 SS 43 I - - 12 44 �- 79 S.S 12 1 ti5 L- _ 6 1-� - 14'-0'_- 5 8. - 14 12 = - _- I -i- - ..___ - - 13193 14 103 T 63ht 7_ 4.5 1 _ �0.5 7.5 5 11 0.5 55 7 S J53-118SS 4 4.5 l_= - )- -- 0 65r45 - - (- 73 - - 14 _ - 12 p -to- 6 _- - I -_ - - 8.S 7 25 - - __ _ 3.5 BS 6.S 5 3 - - ' - -- 83 8 4 7 j - - = 2.5?5 8 =` - '. _.= RE 35I - ss(_ {�- = ( = s = _ a '4 .ts'-0' _ _ - - _ f - - - : - - i - f i- 1. ANCHORS TO SUBSTRATE SHILL(. BE AS FOLLOWS (A) TO EXISTING PDURED CONCRETE: (Alin, f'c - 3 km) - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THRFAOFORN TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. (Min. 1". = 3 Iml) ANCHOR SPACIN . IEMQ - 1/410 x 3/4' ALL POINTS SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Mim rc v 3 last) TAPCON OR TAPCON WITH ADVANCED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. rc - 2 ksi) - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED By DEWALT, INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. f'e - 3 WL) ALL POINTS SOLID -SET NOTES: BLUE TAP W/ GAP A7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS AND TAPPER+ TAPPER+,__ ANCHORS IS 1 3/4% AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS. MACHINE SCREW USED SHAD. BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WADS WITH NO STUCCO. • SEE ulUAA�AM43 OF USE FDR BLAOC �� t9 " A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANy VENEER BE FOUND ON THE EXISTING WALL OR F1COR. ANCHORS SHALL L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE OR SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A7) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THUS ENGINEER. FOR OSTALLATON INTO EIFS WITH META. STUDS SEE SHEET 20. (B) TO EXISTING CONCRETE BLOCK: (ASTU C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LT.W. BURDEX. - 1/410 X 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREA BOLT & SPECIALTY COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - - 1/410 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: 8-1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1. B2) MINIMUM EMBEDMENT OF 1/4'o x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMRTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND I' MINIMUM FOR WAILS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES &1) & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLAHON INTO SIPS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (F-Oj VERSUS SPACING RELATIONSHIP FOR ANCHORS 1)HV BLADE OR 1 V 13LADE hA HV WINDOW BLADE WORKING IN UNISON A EDCE aISTANCE VER$ L�$MiN9 SCM-pLE- EOR AN=M. MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ACTUAL FACTOR EDGE TAPCON TAPOON WITH ADVANCED 7HIREADFORM ALL POINT SOW SET BLUE TAP W/ GP TAPPER + DILTANCE TECHNOLOGY MIN. SPACING E.D. IOFL SPACING m 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2' MIN. SPACING a 3' 3 3/4' 4- POURED CONCRETE & CONCRETE palfOD CONCRETE CONCRETE SM POURED CONCRETE & POURED CONCRETE & E em .BLrOCK ►4L EA•3 IA- IBC FA.2 1/Y CONCRETE BLOCK MN En.3 1!2• CONCRETE BLOCK MN Fats � �EI 2 I/ 1.0 O.go 1A 0.78 1.0 0.84 1A /_.� _ 1.0 __ __ __ _ _ .__ ._,_ _ 67 ____ _. - 3 d4e - - - 0.35 - ♦♦♦♦`♦`1��c7i'A:: �P. ��CE No. 44 �j�� 7j'''' sF' ;�� i 167 -'-�� 02020 TILTECO. INC. �511111111e °' �'' E CO to r TINT TESTING & ENGINEERING COMPANY OW N-W. 36N. Sf.. SIP. 30, VAMA GARtEms. F omh 33 Ph.-: (305)871-1530 . Fax : (305)871-1531 e-moil: ste".01.aom CA-0006719 WALTR A. 11LIIT Jr. PJ'_ FLORIDA Li.. 9 1416E '�'• STATE y "to Rl A F .. �0Lp t' ♦ ♦ ♦ T E D.A7TT�CAI fic'~ - /!1•Tr- AnSaS,A. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ligh (Velocity Hurricane EASTERN METAL SUPPLY. INC. TaGRL I "&& "v TM Accordion Shutter System KV. BuaDE #1 W/ OR W/0 N,V, OWN BLADE ?AWING No 20-164 MOUNTING ®WA /n= 11gUNIMC ©11A11•/1/A11t OVER IdOUNIWG am NMQWE FFEZM ROBS 1y 01'�I tQaOSE eaQSlCli FI@I6 (pf OL4dl leitmE R PoONo' • lE$V AU FtB� av'➢i G 4p(ao(7s►sa)iaojisn(aos aBfi4oi�(isloo iiolieo►zas Jol+oleo�isisoliio(llWi(21s io(ioflofistsi#i2eTiisal+� 12 70 9 e a ��f�} i2' ;z iia" e-s 7 • i .i"i t:7"117L, "' + s s o . 5 ! s_ s s r 4 ii3lztiB�a sF*sss'iii?!y{iesls'9 s sis(s a,sle 14 i2' ,a' c ji ii t { 11 B t B B I B' i2 1Y f2'j;2 }i0 7b 15b� 4 77 7 ! 7 1..7 7 j ' ►-- `----i•- .._ �---- t4ffa fa _® ate e e 12,1z, 12 11 ji i ss s"1s s is is .a is"js - .14�2 7,S Is 7 7!7 7!7 g•_p 111�� i:e ,u e is i;i ti �u1d Ss i•a.{..:7111_ }-_ -lf7 $S_18I_S'16 •65 4144 i7 7 7 7 2}f0 12 83 _i6 _ 5'jeJ �616 12112l1a"iabte 6 43 - 7'}7'f 7'17'j '••5'Is r5.15'13,-1{}S S_14 • 4 b j9'jS i8•iB IB'3 i4 f4112 10:a �B e15 ie 12112113 B 7J' S3 4 J 7 717 ,7 714$jjJ3.i.- 5 51$!S 5, 481 14 la I10 a B a' 8 6 12 12 l i1 t0_ p .e 4.5 3S 2 7' 7 1 7 i_ 7 17 t 7 5 5 5 1 6 9 1. 5 5 {'S- 8'-0- 14 11 I10 • 0" 0 e, e t B' 12 12 10 4-,.F 7 77" -S 9• S -�"8 B �4 j J 147?siio a f'ea {e d 12 ;oje i j's 7si_ 7 7 iTF7 i i insl- 5 `s i_s s- s B 4s1- 14II2 I0�9;a-F.415 'e 12121t0 a a9 S J3 - 717,j 7 rRM lss_r4 -I- s1s!sssss!S!JI- 7._0- f4lta �t01 B_1 L'I_a J.P. ;Z,jj12. 7 89 7 i_B" 4 +] 7 7 7 17 7 7 7 i"a p.j'S, •.__!._..I._.. 1 14 ifa 1;0II9 i8_}B J6 JB., 12 I10 F83�9 ('{5{] t)#- r- 7I7 jf7 i7 6b S SJ B'_l'8'19 IS Is }S tJ3Ij' Ib 12 F1i1Ie je Fe : 51s 12"12 AS '7{SS{4j-F_ 7"i7 ;�li ids is _ la 12 10 0_ _e l a ', e# -_ 11 @ FeD J 7 ass 4 3 7: 7 7 r6.5 143 s 15 j49 �3,y 4 I t _ j_- _ 0._p. i�_ 12'j1 0 jS 6� - 72 fx sas isl"s 'i3 TJ9 7 I_7 (i i T"� 14 18 ttt0?9 f 9'ts ! '- #--• .___. _ 1, L7 i'i'� 4 6 6B 9 s'i ii •g y. �. f' -is {e ie i_- 12 fi eTA-isi='T-' i i �iTis{s �4sf=' {- s s{3 _ i41'la . fo i `s 14 a j 10,1 9, 8 B •- I -_ 4 ff t4 1Z Fio 1 9 l a a I- 1a 112 9b_6_3_I5b1 4' 7 7• 7 -'i I r e 3' 3 5 ('S S 5 1 S i f1'} B' tt - i '- 14 2' 10 818 18 i- yy77 •. jj (5 4 iJb•-._ _ _ j._ .g_7 'y`••g•j-S 10 4 iIO Isi6 .S..f4._ !- 7_i7 7 CL6 4 S9i- I + 14 1T 10 9t8- 6f 1- 7a OS 715b 4b 3.5 t-I- 7 7 S_S'4313'!- S(S'I5 5i9 !4 F-I- ia i;z fB a e s T-?= J_ 1 a ( j a s s 4 as _ p'_p• -_ .,-_i,_.. f - _ I iz tf IeS a 1-s !JS_ -- - i �_ i (-� i T' >'45 1 s -5 f4 ((12 't0 a r8 li - i 9b 7 143 }1j3,313 I- l-'- 7 7 7 'gy14•g _ 14 112 110 9 t 0 e t - I 12 .'I b"1 4-} _ 1- ! S- 5 1r.,S_ "B 48-7l1ty31 __ 1412110 BIB le 7-i. 12 .ab'B• 1413 7t7171618 i-I-7- 9 518 4. 12 - 1._ i±�;z'iia�®e`i="1.=_ iziio]9ifi �u. - - .i 7. ' .i i.L�;._ s g 3 (a 14 112 fo is ' _._ . _ -_, _ _] `j _ I IJs_ 5 .13- II - I s' 4 1�-1 fa I10 9 I e a 7 - j - 11 1! 1834 • • - j•-- = - ..{.-- 1 _ - B S S S 4 i J'!-S , 4 f4 112 f0 9 7. 0 r - - ! ? - B 1 5 16 9 14b'i - 1 - 1- 7J.._- - i - - 7 1 7 IG5 l3 i ! - i - ' S _ S 4b J9 J _ - _ _ i 1_ ..._ 1- Y-0 11x it04 a iB �- �- t- 7I7 I7 7F'7'e ,3_ I- B 19 5 S �6 4$i75 j t. 1- ;. ti T6 4?�I_I-f-I-_ 7f7 SS}.535 -I-r- 51S S�45 F4 1� 172 jia l f! 18 1 - r f0 175 -7'j 8 g - �4Furinlajel-I_ - assals.i4ss _ 7p5sas>s- L-p 14 112 t 10 9 a t - i _ '1.6�6b ' B :1.8 j3S . J j - - -7 i 7i 7 -1 7 7 {4S { _ S S_ fs)/2'1(0'e)e�-7- I_•--_ _ - S S16 SIS_t943FSS {-_ i j38'-t J 7 17 ! 5 i'4 '] t- ft tt i 14 Ti- '9 a i- t- - 9 17 {.8 �.75 _ ,I- 7 F7FS5143 - i- - 8 (_�_ ___ g..s_ :4 13 1- !- I- 7 15 4 ] f4;i2!'io,s}_ -r=1= ,dsi"e as a (u" 137 ""'p•U (1I10's- - _ -1- 716 �717 �7 41- s 9'S 8•S r8 �4 J I {' 1- aSts J s fiFl2iio sI-I-'-r- asiea s �- J- 7iilsija,L-_r=y'-1- s 3'isl4 _'=-I-'- - --- !- 717 s ra l- t- -+_ u lallo -1- -I- s ��7..43J3tJ _ s'sis'i41=I- -;- 71 12 i1D_ -# }--_ 7 �5 Ss1 S 1 7 7 7 17 17 - •- {,12 it0 - - -I_i-_ B 4A f'b`_ - f S 6?S,J91S 54 jJ t'jai= t-r 7�.i_t4si i_ _I_I_.sfs'ss'i 14112,101- !- - •- - I- 7 i i"S + - - j•_ fi jS i4" 12110 i- {L as aSi4 IJs1- - - r- 7 i5S Jb1-.! !_ I- N 18 Igs _ _ _ -0- -----•-- :- _. _: - as 7 jss iJ$T!-; - i _ r- 7 7 7 £7 1 e j-9'� - - 6 1. 6 15'T-B- 48 tiS - 14j1$ 1o}--t-t=i='iais 7st-{_}= _-}_• asJa'!'-�.�s-;4..�1_-�-=i rtlkiwi .•i • •/Ty7�' 02020 7ILM, INC No.44 67 * * IT= i snmr, & ENGINEERING COMPANY -:$ STATE F ��?t/ 551] aa. M . a. St. ]le, ism �9p MMM 1nam 'm i �''��i'S��NA•• N �``�` W 1TER A. 7!W ar. RE '�� Jc11E` SEAL/SlrNATuRF/nATF nolM UM 0 44167 AM31ORS SMING ' ECEM 7APCON OR TAPCON WiiH ADVANCED 1HREAOFORM TECIfNOLOGY ALL POINTS SCIUD-SET BLUE TAP _ TAPPER+ __. * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70. -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 1) HV BLADE ONLY AMOMS© E, American Shuf er Systems Auccfation. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02020 FCTM uuEup& SUPPL�Yp wa _ - — ��B'O�RI/E I'I V TM Accordion Shutter System H.V. GAGE IF W/ OR W/0 RM. Hi[ODW BLADE 2 MING No 20-164 MAkIM .r.. .Oy . N 11 CP M ANCHOR SPAdN(i ((n) C um F FOR (SEE M01D4nNGS ON SHMM 16 R 171 C=S u B -T- Fg;t SOURIERN PINE No. 2 W/ MN. G-0.55. SPRUCE PINE FIR NORTH SPRUCE PINE RR SOUTH I+ SPRUCE PINE PRUCE PINE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 1/2• MIN. CDX 2 W lei 6=Dss, FIR NORTH FIR SOUTH �rmµnOuaO W/ MIN. G�.36 PLYWOOD i1Dn�.� W/ W/ MN. G�0.43 W ION. G=0.36 WALL NOUNTiNGS CEUJNG MOUNT T WALL MOUNTINGS CEWNG MOUNT T WALL MOUNO_NG_S CEILING MOUNT T _M..N. 0 do-R FLOOR MOUNTINGS . -M, N, O a R -FLOOR-MOUNTINGS - - - - - - W & X W g X M, N. 0 & R FLOOR MOUNi1NG5 WALL MOUNi1NGS BO WALL YAOUNIINGS BA. WAIL MOUNONGS B.O. WALL MOUADINGS _..___..... P& W&X 0 S&V S&V SdeV s:e®1®acnf��cs(� 7avuwfl®EemeW7 •.11solee>;mzg�¢�syd) mI®�f�7.1ne(�a:a�a{�E6f�fE�� s¢m9116mEa�lEwleW1 ±®I�6nv_EezG6+l s_aDTml®EREs9ra4aTelr+; :®emts>�6se(y� :c®It7>�afl®a®e(Pr, so 4D 6017s 90 ROB so i4o 6of�s so Ios ao 4o j sofis lso tD5 3D I{0 t BoT75 190 fD5 30 1�0 fioj�s jsG 6os ao (i0 j60 �s lso Ds ao f4o f w s so 0.S 140 j60 75 19D tt05 =0 140 60 7 80 OS 30 j40 160f7s 190 os 12 10l70 9 8 8 6 ! 8 jj 6j6 6 78 12 10 H 1019 8 8 Re! 8 6_8 8(I8 6 72 jj70 10 9 6 8 8 6 6 _6 6 1_6_ 8 i S i 4 i� 4 _3 12 112112.112.I2 i7:'. 12 112 12 12 .12 12 72. 12 112 112 712 12 I10 ,09 6 I B J 816 6 S.B 12"1t0110lo '9 18 }�8 B �6. 6 6 !-6-, 6- 12_!10_ 10 9 8 18 8 }e. j 6 8 " 8 •8• 6 SS i •414 �' 3" 1z liz.liz i1a 12_ j12 12 12I12 12 72 12 12 72 12 12 Y ' �•-- 1_ �, I_ `6 S 12 f0 10 9�8 i7 6_jj6 6 8 B 5 6 j5 j 1.3 12. 12.l12 fa• 12"172 h 12 i:� 1212 12 12 72 •12 jt2 ;f2 (' 5 i-0• 12.70 10 9 8 ,6B 6 f6 i 6 6 SS 4.5 721f0 f0 9 {8 •5 8 i6 1 ' b 5 4S 12 70I IOj9 �8 }3.5 6 j�6_� 6 8 B f455 8 I5 ! 414 t3Si-• 12{ 2 }12112 12112 is 72 18" 7-' `�" �J}fr 11 .� -- _~Y �- .. - - ~. •~_, jj 12 Ilz ila 12 112- 12 • lz •-0• 12i70j70l9si4 6 i8 6{SS'4$ 4 12 10}f0 9'"i5TJ 6 isT815"4lu12 10'lloci"!J31- 6 8t6 s'4f3S s!s 4"s4 t=r- la 12!tx 1211$11� ,2i2 1""' f r--oo.•`" 12 ;0 i0177s -sis s i e i s s }i ss 1z:�io j is e- 3_SIZ _s`i6 5, -5 &5.13 12 10 11014 1- 1- B 8 f 5 s la`sia 6 5 ! 4__ .I_ ..__ _ _ ,.�,__ i -z i�z jli no: lz ji2 L12 osss s j -1 _ 1 .1._-.f.. I tz Iz i,z iz�7211z ,2 �lz 11z fiz_!77 �sa�s iz-ilz ��sis ��sTe^s' 077015 SI- 6'6 j5S 1$,3SI3 12 110l 9•(4 i__1-_ 6 Bi4.5413 'b i2 /0i4i3 86 4.54 i3 {3 S15 3$_ - 1212112 :1212 G.•:211212 i1f 9SI8S 121211018 I•-O• 12 10 17.5 4 - 1- 8 8 $ 4 '3 i- 12 f01 813 (- i-_ 8 6 j 4 j -.-. ,•"- _"..j•"_ , __ I _ _ I n ,.-- -�- -__.._ _ _ "_ .B •3 }- 12 101 3I- - 8 6 4 $iS a 15 -i- 1- 1- 12 1Y 112 12 15195 t�r1p 121:0.�"r-8S17S 12 12 !9 17 6 ISS `-o• 12 to issi- = c- s ! s �4s - { n" �oT+si= 1- 1= s"is tss - - 12 tot -1= 1= = e s 4 - j= ti 15 , - •- - - iz 12 11 _j`^� -.;__ 12 _.{_ .__i.__,._ _ _ f - -. -�- �.- " i". j "_ 2 2 12 10 B.5 12 7SS1 8 i 7 12 12 i 8 .&s $ 5145 -D• iz io 4`s - ! - ! = s e J a - ±- i`z 10 135 - i f s i i_5,_-_r - ii 10 i -.1: - =_ "s" 3 ia5l- ._- _ s is i - - - 1_- fa' 1z izi BsS a :2 t.z ii ii`si 5 e - _.. _. j-•- !_ - .!'_ - 1 1-_i r- L - _ �= _ _ _ 1 tz nsi 9j_s s'fa ';-0•_ 12+70_l.-- 1- 1 6, 6,! - - 11 Itot- } - 64Si - - 1- 12 7S3 1- 1 8 4S1 -i-_!-I4S - I- 12 72�12 10. 857.5 s; It2 1016 BSis$ 12 O.Sf7 5.5 4 _ 1- i - 1-. s_ss1 _ - = ! 1217 I i- !- ( j{4s1 }- (- - iz �� i -'_ -f - - - 1 -+- - i._.,._ ._ s.4 -0• 121-1;.-1 _. 121 I `I- 1-1-S I - I- - 12�-i- 1-"�- s�-_1'�- - 6131-1- _.1- 1212 729.5 8 6-12112 9Sf7._5f6'e4S 12 9'.518.518, 4�3 -O• 12l-1-t-f-1- 6-i-j }_ -' •_. -..__! 1 - - - 1-.2-._. 5-j-[-1-I}- 61- -_ - _ 1_2 1-- r _ _ ,z !- _ _ _ j_-.-_-.... - �_ ..i.._ __..,. li.,?t. s_ 7s s_ Is jt_"z 19s_!7s i4 12 a ffi1 si df_- 1- 12 .2 !IQ 851BS14 721121815.5 5 3 .1 sA.5r_S S i ati i ci_ i 1' HV BLADE OR (1) HV BLADE W� 9A HV WINDOW BLADE WORKING IN UNISON'& .sea ru rws ar m rm tWACE 4N s XT ID } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES• /. ANCHORS 70 WALL. RCOR OR SOLID WOOD SOFFlf SWILL BE AS FOLLOWS: 3. SIIBSIW SHALL CONWF OF THE FGLLGXB+G: - 1/4i TAPCO.Y AH / CHORE, AS LOII'IIFACOIRED BY I.T.W. WILDEX W 343MM 80MU O' AS IiO,ORED AT EACJ1 SE MOM 51ff57s 0 11 17. -SOOH01It FM Na 2 W/ G•om -DOtm. AS Fitt W/ Gs0.90 (N.IkS,) FYt2'PIfQt sEE HD7E z DQ.Or. -SPRUCE PRE FIR NORTH W/ C-0,43 (MSS) 2. ANCHORS 70 HOLLOW CmOtG SHALL 8E AS PER MUM 7M U. SHEET 17 AND SMALL COMM OF -SPRUCE PIKE Fit SOM W/ 0.03a of.=) I/• COX PLYROOD (IBIS APA) LAC SCREWS AS PER HOS 2016 S7OCOIWIONS. AP qRS WiUFwm - FOLLMNO ALL OF UM RELOMMOM ONS AND SPtxDiWW S OF VE (`AENr •'�i •�` P' •..� , No. 44 87 k * STALE P %O, SSFLOR ; AI /CI(:NAnimr/nai'C 4=20 TIUECO. wc. 1 �; , N TMH MENG e: ENGINEERING COMPANY ALVA mn. M- stL sot, W=M VJ Mt. RAM 3316 wAm.: (3D3)871-iS30. FmI : f70s)sit-tssl WUL7ER Jr. P� NDmm De 0 "ley �°�� °�® AmeriSystems Aaeaciailan. Inc. 4268 Weslraads Drive West Palm Beach, t1 33407 - 02020 EWER-4 NETAi. SUPPLY; W. BERTHA H e9 7M Accordion Shutter System Hv BLADE dt W/ aR W/o iiv WINDOW BLADE apim UP f OLD 1�7-11 � VAIE, is z z DRAWING No 20-164 _--_ WALL FINISH ---- — V- iL.— run NZIALLAM 3 NOW BE LIMITED TO 105.0 csf. A S D D SIGN PRESSURE 1/4`0 —NOR A.S.O. DESIGN PRESS11111", RATING •TAPCONI %M ADVANCED 111111E, RATING FOR INSTALLATION W1 N Q it, THREADFORM TECHNOLOGY -7 1 1/2' W.. FEAMM71ON 1/4"0 TAPCON OR 11HREMM AREA TO TAPCON WITH ADVMCED THREADFORM TECHNOLDGY EXISTING WOOD WMER. V 1 1/2' Aft PENZIPATON OF THREAM AREA 70 EXISMG (SEE SMMMU ON SIM 15) WOOD Huwm (ME SOMIU ON SHM is) 7 11410-20x3/4' S.S. UMHIxE OR@, i (D-@ - 1/4--20 K= , PP 12 O.C. 151a 151 1 1wt _OPTIONAL. n LLLJJJ L EiQST[NG r•1 2"x4P MOD F_ ,' 111AIL FINISH 'EXISTING MIN. HEUM? REOURED OR BUSTING I 2"xr WOOD GLASS --I w`L SEFIARKIION HEADER RECURED t; TO MASS (Sm _XSMEDME am qaT - SEPARATION TO CLASS - .11 MR R OAND EXISTING D& @ (SEE SCHEME ONGLASS--i . 3, @—HV-WALL HEADER INSTALLATION &HV--WAU- HEADER XUALULATION 0 IM SUVRAIM TO GASS = eDIOR 11 FOR SOMME ON ELAM 'NO ON Sw- 19 FOR Dam= SADMO&(!p GLASS___j WALL FINISH OR 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRE40FOW TECHNOLOGY IVf 1 1/2- ajin. PENETRATION OF THREADED AREA 70 EXISTING WOOD 1-YAUM (SEE SCHMU CAI SHELT 15) 27.4- MW. S!LL PIXIE REO'D. CLASS MW- SEPARATION TO GLASS 2-.4- 5, U,M'RA,7E'ONN 1-0 GLASS I EXISIING '—(SEE SCHEDULE ON SHEET 11) Ij- ON (SEE SCHEDULE ..-SHW%) LONZ-f D WOOD SHEET ii) REO'D. —ITIT il EX Z IMIF 11410-2 i 1/4-0-20mS.S. R_ MACHINE SCREWS SCREI USING 1/4•-20 WAU. SH 1 14.-20 NUTS a 12" FINI O/C -. I jl,�,- ­ 0 12" D.C. j�2 R 2.4" CONT. Wool) PLATE RN-EU--O- I' MIm 1/40 TAPCON OR TAPCON WrM ADVANCED • THREADFORM TECHNOLOGY W/ 1 1/2- 1/4"0 TAPCON OR TAPCON WrK ADVANCED 2.4' CONT.•T111 THREADF010A TECHNOLOGY V11 1/2* SILL PLATE Mi. PENETRATION OF THREADED AREA 70 Mi.. PEGTRAYION OF IRMEACM AREA INTO PLYWOOD 1/4 IAPCON •OR BM 4 DaSTING WOW HEADER. 11#1N R. (SM SCHEDULE ON SHEET 15) MIN. TAPCON WITH ADVANCED I WE SKEEr 4 FOR TYPICAL RED },j (SEE SCHEDULE ON SfiEff 15) EXISTING MIN. 2.4' 1 . 1. . . �;!: ­. WALL FINISH 1/2* MIN. COX PIYWOCO FWWO. STUDS 0 16- D.C. VAX. PLYWOOD ED M M."NO.Lff OF 2-=�Myj CAN BE PLYWOOD :11111M. F REITO. PLYWOOD TO BE COUBVIED IN ANY WAY TO .4" STUDS 0 �QMCN ATTACHED 70 STUDS IN W1`Dw1=RZ-0ZrI 7 SUIT ANY INS3ALIAq7W.N. y @ M—MLLMLL INSTALLATION ATTACHED 70 ACCORDANCE ACCORDANCE M 08 OF F.B.C. — LL I SECTION 2=1 OF THE F.D.C. @ Hy_�� �Lio 0 SEE OF WAMM&I rLVUA1x9M 6111LDING CO (Non Nigh Velocity Hurricane Zon 40,* 0=0 TiLIECO. INC, 02020 EASTERN METAL SUppLy, INC. CAI A.Soaa& BERT Accordion No. 441 Shutter System TIWT TESTING & ENGINEERING COMPANY American Shutter Systemsv. FLY. RAX &I W OR KV. VMW BADE rc: STATE 0' ORID Ac =A GAMM FEWIM 33t6-i 05�� Amoclaffan. Inc. 4268 Westroads Drive 1tc Dmcmnm not CRAM B* MP 7/. DATE- 7/2/2DW A CA--0000719 VALMA. West Palm Beech, FL 33407 DRAWING No P2 V=jr. p.E. FLORIDA M 111 44167 4 20-164 0 WALL FINISH - IY I w I Ua.0 sT. D Si P ESSU E T G. SE S EET 19 FOR IIII 1/4 TAPCON OR SPAN &DESIGN LOAD FOR INSTALLATION WITH BLADE 1 A WORKING IN UNISON TAPCON WITH ADVMGEp J THREAOFORN TECHNOLOGY "•`' EO-- FG-----.... W/ 1 1 r N0a PENEMTIDN ITS BE411 REQUIRED. r , ; i : -� DEQUACr- - �-- 7-- r Yw.-- --.___ /,. OF 7HRF10E0 AREA TO 1/4 h2pzT 4' S.S. aF EISONG WOOD MM • ' f--•i�._., '•? — - _ ....I .. EOCE (IF APFIJCA9LE) ERSTING R00D NFAOEB. 1• PHILIPS T>� HEAD 70 BE CERTIFIED 9Y � i _:...��'V . <� ( SCFIEDUtE ON SHEET is)MPICHDDE (ZEOSTERED ENGINEER OR '. _ _. E7057�G ROOD W/ 1/4•-20 NGIS _ _ i1f/iflAl/l F..E0=1t• 012'O.C. SHO�INSL�ILUTON. 'EO_� _ =r_;R 7RO55E5-OR-- ---- 1/4.4 TAPCON OR i ... ..:-^--- •'- �• _•_ _. - _ \oR 19 - i ... :--i_...• --'�-: _ •rr� f i aV TAPCON WITH ADVANCED %•• f .J __ v-- -`o• _'--� -__- _- -.... _ Z5%• THRFADFORY TECHNOLOGY /: 1 �I _EXWw Sow I _--! M1 WF 1 1/2- Min. PENETRATION ^' ,YI Sll : ._ 3/ TEL I O TLDNF M AREA TO ._ EG 1;-E0 - 1 Q i b0S71NG NOW HFJDER 11 a .• • . 814<3/4• r r'EQ ti E0 r 1':4511 1 : i ` ,F S.YS. --- _ -� -" /d' CONL ALUM. TORE SCH®11LE GN SHEET 15) 0 6• o.C. (sas3-Ts A(EDT) W/ 4 I (3)5/ts'e LAG SCREWS To 1 or i or or 1 or 1 Eatrt� muss• s E)OSING raw 2 x4" O ® ® I }7 ! OR E'%ISRNC--0 HEADER FWD �_ i , •�1- 'J �jt ! I d. •� LOCATE LAD SCREWS AT IIN. SEPARATION r0 GLASS • '1 1. t a� 11 (� ,1 I �( 11 . NU%7DTH OF E7US= WWD p (SEE sctlmuLE oN SHEET 11) - 8 EtusnNG ! �� ALE AT EAcx 1 NEueER. (r ems. NOMINAL t (To scREw � WVON2OArm THREADED ARM VALID FOR QS WV WALL HEADER INSTALLATION ro aA iss ;Ij DUasnc av �� MAX aOR .' ne-cum LOAD AND _.4 sQmue w sEtY ( CLASS—, m wo ( I I n 9'-D• WAIL SPAN. TMs 11 Ail OIlaE 07A�D y I �&yO1E ON e1w OwAL AAON Is ONLY vALID / SEE SHFEr 4 FOIt 7YPrAL SHUIIER ASS:IIBLY ? a�®�® 1 y1 rG ._OpR ®• •!•• -1 11 R tk � pp 4 FOR WWD W/ YW. SPECIAL -^..-�-._ y �- f 1UbF'Ok ® Q ! *� I GRIWITY OF 0.50 AS DOUGLAS 2-u,>,Neec scnoNs rJH T HV CEWNG INSTALLATION H _t .ra_ �E75�.,-,�pg ®� FIR OR WUTHM PINE No. 2. rx AM Iwr ro sler AVY YsrAtratmu OR COWL i • i U ' HV CEILING 1 STALLATION -.. a SpjumEun I_ ----- YIN. SEPARATION TO GLASS 1 } t' (s> i -+ t- UA r-, L (SEE SCHEDULE aN sxEET :1) =1 + -J n Fw eAOEmma YRd. G(ASS f r ' SEPAw(T�N �1 1 i (sasS� IONEEsx�EETEDi11jj IALTERNAT_ WALL IWCHFwrsH LA71 II 1 + I 1/a• 6 r' _- r �fi1lw` 3�a' DOSOHG I i:.l . :.:J �• Y@. 0 ••7 ytor I• - a/aiiinl _ .. -. _ MD TEK 2W YIN. WOOD �l WASHER �"r--'�; I III o' •' -, 6 _ a`I i131oR S 2ks' Rev. WooO ..1 SCREWS a i2' ae i 1' 'f DECK REQUIMD ,1. 1 •-- oECK� TREO (NO (NO FINISH o - .aYbt1 .\ll t 19 ALLOWED) EDGE_ - - - _ - - ALLOWED) -EO-'-EC-�EOF DECK _ .. _, ..- '1/2';- 1:.' ._ --aAPPILGBIE --- _. �- - _ .. .. � - ' 1/a'6-2m.7/a' SS- APPL1Cf15� ... - _t4.�. � E3".•. b DECK IF .. _ - EOX Out . I .. ,_ • 1/s a TAPCON OR �- = PHILlIPS mlRs HFAO -� - - - . _ _... - $•.. 6 APP (rf TAPCON WRH AD /ANCEO 2•..L4'h- 2':4' CONE SU PLATE i . i : •. TNREADFORM TECHNOLOGY „' -.- . , J, .-- .. •• - - __ "- --• �__- - . W/�iN%4 _2SCQ �IIfS .. _._ .....� _ I�•D ... ,,. ! -.._ .. 1/40 TAPCDN OR TAPCON lrlrlN ADVANCED OF W/ 1 1 2' IEn. PENEtRlUlO,Y ® tr O.C. 1/4 C TAPfDN OR TAPCON WITH AOVANCEO THREADFORM ._ �.I. 17NREADFO(IN 7ECHNOLOf.Y W/ 1 1/2- Lea - 2• ION. - - . _. _ ._. _.f �_'• -- ETOSIRNG WOW HEADER. TECHNOLOGY W/ 1 1/2' Win. PENETRATION 0, mRFADEO PEN1:T1rA- OF THREAD. (SEE,SCHEGULE ON SHEM I5) AREA ro GOSLING WOOD HEADER- (SEE SCHEDULE ON SHEEr Is) AM TO DOSM WOOD HEADER. (SEE ... N► SEE LtTNITAKmvs aF ILSE FOR SCFIFDULE ON SHEET 15) QV HV WALL SILL INSTALLATION tII10E?JA aH sxEEr,s ®HV FLOOR INSTA 1 erintu (2)HV WALK —nitro ILucreI I ATION ,vnmqU 11 , FWIlill� 6UIIDING CODE Non High Velocity Hurricane Zane; t. 1,T.,,,,02020 TRTED, MC.®2020 EASTERN METAL SUPPLY INC. IM \pENs J�' B RTMA HVTY • No. 441 7%`' = �� ®l+N�. Ad&e�o�o Accordion Shutter System AmeTt(an Shulhr IiV RAM #1 W� CR W10 ILV. WiMW RAVE * It TILLIT TESTING ENGIRERING cGYPANY Systems STATE 0z`,9 see Ha smn sT. sn sos Leeau fl K DUE ORA>oTL ec YP VMK FROM 311• Association. Inc. 1 OLD 17-107 I DAre > a oRl�z PI0 a : )eA1-1531 4268 Westroads Drive 2 /z/2020 ai't3�?a G..omnty West Pat rn Beach, FL 33407 a DRAWMG No ''�A,,,S�ONP,� - ll` WALTFR A T4I7r r. PE 4 i'. SFJILAMNATIIRF/mar FLORIDA uc f 441b7 20-164 END ADE OR rl`1 WINDOW RLADE INTO 2"x4" MIN WOOD STUDS _SREM -- _>�f� ,ati tzmf nr r% ttem IMMmcG m y t�0at - - � shims F>mwc GM. I v , r . ee�v mfw • ,n / ps _CKMW pas ; n. sarv.mo+ msme MASS m ttuSS Oa-f/r WL Mx - _ ii mf. �A s; U15. w sFa _ Rxm® " a sffi wm 76 �, nfaAaMmaa —'-- - mars y-=- —..WL armcs ®c f I nust�aosCONfvi Rmf,/r ,ua a so; ,tl rm `y�` �'��'------- _ �mue_�sFa vim a /a" . t : r•.:.e1. e w RAeG0.7. t7ACBm! +%a ,aa vuuc ` ,�i•i mWIL - �� RNRM ' U 4-1 f 4 \' �.__ p) %�•.o`f, a�•mmYm V may,,._' _' -_ •_._ � ._+• �r+i i'1'OR® mmw��o•�m Il0A °� a-C `J•J-�•t3`- J s� oEUG % raR t aA �' TOTPACks ! f SPoE CGf�CT.GN t— .— —�, -�Y•-�i•a-�®a —f m IfY't7i5 '—�--('D- O O 9-J O d�- O L�•� N� QI-® i�D'© a-� 4 , alld�-- C•�-Q�-a-�•� OG •OO •a=:G)•O•i�- �'©•®-©•OO •Q3- ©•O•QE-OO END CONNECTION DETAI 7U �'�"�'®-a � G a3-i�•i�i•Cs END C INNEC71ON ��*A0. © END CONNECTION DETAIL, Qg END CONNECTION DETAI (� aa• rm. fmog __ _ rseiaan oar � qua amvoe naG fx•-o• ,/Po i.Vt0.v MICAS mamas mns sums' °1/vcn ft�ne�mx e'fr o.G ''rf/ri. oia o,�et ... � vt,aRmxv o ,r oe SEE �a m ,Etro ceDpRa ---r- __.. + fvii Emgm 4 _ 4. _.. _ _..___ O SEE LIMITATIONS OF USE FOR a sfts tG sa+ BLADE IA ON m�®�•.-ate,•' f _ : amA t` '. S6 . 5 eszSSmeA� 77 t fR }.*? Vn, ®�aSJ °�'�• - ®.It rGaser rw• MX I= t >qz•(-0-`} G.®.�. ie cR ,l�' VIEW Y pp.pp •i�r©/ ®- snna fear¢on R RUN END�QNNECTION DETAN (� -END CONNECTION DMIL DZrAL-X \\\`} A. ii/ '�� OZO4D TIL7ECp. FLOi�l BUILDING CDDE(Non Hi h VelocityHurricane Zon V� `Q� •` `C s INC. ®2020 E4STERN METAL SUPPLY. ING `_ NO.. 4416 C ® ���®�o�o �,R'�I�A �BVTL. Accordion Shutter * INC. System STATE: OF TILUT TESTING & ENGINEERING COMPANY Amedean aer-'-"-MsItv BLADE #I w/ OR w/o Itv. txrODN►MADE v. '���'•••.'�ORIDp ' v�/�// Gsss as zwL St, St.. = VRWA rr� FLMM 33, �0A' I Assol:lafton. Ine. 4263 9qrve fxsrlaFttoR oue orrmal er NP t OLD n-107 /2/202 wee 7 2/2020 2 �Na' G` ```\a u -0006719 West Palm Beach, Fl 33407 DRAWING No -- P.E. SEAL/SiGNATIIR iwr WAVER A. Mff J,.Pl��]✓nt-�sst F1aNt� u� 1 ester 4 20—64 Om®e TVP. EA am 44------- MAX 5 micows a ALLOWED AT HV y WINDOW RUDE SEE END CONNECTION r DETAILS ON SHEETS,' 10 & is TYP FULL HEIGHT. EXISTING GLASS- ELEVATION 5 1A / 122j w TYP. .1 W/ o D TES4® w/D ( N07E 4 ASOM .PLAy. ..;i;leAS3a.�al�ap TEN. SUMMON To GLASS ism S3i DLAE ON SKEET I FOR BLADED -- AND ON 7M SHEET FOR SLOES Q & @A / --i-------------- i TYPICAL 1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1d SHUTT * N.T.S. ````1pi` sn.-Z.: �A�02020 TO.TECO, WC MEM —,, C moo. STATE o, :: TlWT �9 T1snNc NI< ENGMEER oTLYCCPmA . St. 30% YeLruen 33 '�'sE�;•�ORID e�`��� Vhone : (305)UI-1530 . rm �•: (306)�1-ts11 e-nlml: bltecoOml tom '��iq�N11111 P.t SEAUSIGNATI)RFAM, l"167 1• MAX ASD. DESO N PRESSURE RATING` +11D. - 110 W. 2. MAX. SiTurn SPAN: B6' & ALLOWED NOLRODOffi A. O. O A N ON SHEETS 6, 7: AS WELL AS YOUNONLS M. O. T. U & w ON SHEETS To & 17. &OR ARE M' INCLUDED � ° T E7MU6DR� � 10PP NG_ (r rw Hy %1NaCW MADE ® SHALL ONLY ALLOW A MAXIMA OF 5 OPOINTS MR ® PER RUDE AT SPACINGS SHOWN ON OW 4. (R) WH. CLEARANCE FRO SK4 OR BO1WM EDGE OF HV WIDOW MADE© OF ANY 3-0HUEFOR TOP RE 12'. (C) FIRST OR LIST BLADE M10NG OUT FROM SURFERS AT ENDS MAY BE HV WINDOW BADE (o) Fry WNDOW BLUE© MUST RE USED ALTERNATE To A SOLD HV MADE 7Q THROUGHOUr SHURER% WmnL (D C UD'A1ES SW1LL ALWAYS BE [WALLED ADJACENT TO A SOLID BV RAREQ EITIUR SIDE OF THEN. (F) POLYG MINATE HV Ww00W ® SFULL BE 04SIAUM 50 74 TAGS FACE i ONE w1 ALL OF THE OOKEDN I B& PROTECTED. FW WNIAOW {tGyl HOST BE ONLY wAALEED AND LOCIfE]) USING A HV SETDNG TOOL PROV= By ASSq INC. i A SEE ANCHOR SPAC:wG SNL1FDUlE FOR 6ATALLADONS INTO WOOD FRAME 6UODNGS ON SHEET 16. AS LONTED BY SPAN AND DESIGN Law (SEE N07M 1 & 2 ABOVE). mH OR ro SCHEDME BLOCN ALL wF�sDEiS 12 13 AsTIONS INTO �DLWEO By SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). I 1 B UWUUM SEPARA71ON TO CLASS SCHEDIAZ PER ASM E-1996e WHO ZONE ^, �ARAThi To GLASS I A l TNNNRI r-_ 3 4 f 6.25" I � 2�•vz � ( zT z2• AEAA . American Shuffer SyWeme Aaaocioflon, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ggh Velocity Hurricane EASTERN METAL SUPPLY, INC Accordion Shutter System Kv WX #1 W/ 0R W/° Kv WNW KAM W)1RNG No ao-164 I J 3/4 AMU c ALVAM7- CC 1 1/2k 03Y TMIX -i 1' C-6 Y" :•.• ., .-: ` :� A-65,T GRADE 40 : MTn. -6D CAW. STEEL 1"" ' •..�1F.`117pie. �;. i L STUDS AT 1o• aa, µ x o.oss• TACK eIv 43c 430 STEEL TRACK ate• !s 0 6' O.C.: a 6' ac. auoE w T6n. a-r,D I ' SCRE65 ON t 'EXISTING FINISH XIEf00R FACE AS APPLICABLE EXISnHG GLASS' WN• SEPARATION f TO GLASS (SEE SHEDW.E) Lk aW5•.CK bib. EXISTING FMSR T¢L TRACK o W01EL AS AP11CASLF ROE 40 Min, G-W PENTD Ta SRRNS 1' To SCE oN , -(4 O TEEM FACE I ' �--•� it D.C. a 6• D.C. INSTALLATIONS W/ (1) HV BLADE & HV CENTERMATES 436 INTO METAL STUD WALLS ryi --,Of a N n�l rc i m GlIf, l@ 9 _GENERAL LIMRATIONS AND CONDITIONS OF USE FOR_RERTHA �i ITV GLAD ArrnomON SH R STEM"�EM INSTAL! ATION TO MET L SrI1n WALLSTO IMML Ijn 1- MAX, A.S.D. DESIGN PRESSURE RATING: +75. - 75 (Ps() 2. MAX. SHUTTER SPAN.- W 3. ALLOWED MOUNTING: O ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT, USE OF (2) 35 (6` LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT OR OR INTERIOR ACCESS SIDE OF CENTERMATE. *Nk BLADE SLACK DETAIL HVF IS ALSO VALID FOR -1 2.aW u.. f- a o°• ® �/4Aa �IOMIN� ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO G G 4SS crNGrTI 4SS S�i�i D cM c WIND ZONE NININUM N oc ASTM E-1996 ARATION TO �OLFNGTTI GLASS + V -- 1 THRU 3 ," ® t /4f 9 2-037 Rog MUST PENETRATE 4 4. - 7.373"- __ _3h7 —V L CENTERMATE 21 APPLICATION WITH SLADE 1Q Bit 1 1/2. Mon' THICK WI - ��i' 1 t c-6o AratvyTEEiE 40 is ::VARIES.. ®` 6" O.C. :,Aeoii.'' L Nr ru rn_ as ATE ls• ac. - ,.. x: ; : - ; MS WALL HEADER/SILL INSTALLATION -- DOSRNG FlN75li as aPpualfuE �- 1f _ _ _ •_- ---�iL (7YP. TCP &BOTTOM) I1- isI It-•;.=:.: ...• ..4.'.3.,0`b4 '.`. `'4.3._c- ,. _ =,I.,;1i ,;i_.'. _ ;C:... .. �;EXISTING CLASS 'SYMMETRSYM CENTERMAT:ENTERMATES .�.MIN- SE-:�P-,A RATONyVA.R.�IE. ro GLASS z- a q..:EXTERIOR ACCESS �SIOE. I; r'i� ;.`':INTERIOR ACCESS SIDE { I . ((SEEEO SCHULE).: Max 6( ) . LIN IN ---- •- �D �1) i4 i j 2 � `���, ,i4• c�i�a_ _ (Cant)_ -•--6 1/2" (Typ.) _ HVA I -I K"7'i - ow" o RT- '1/4"0-20 THREADS ® 14nO n 91MUM TIOM PRODUCTS FAB-LOK HD COMPONENTS SCALE 3/8, 1" 1 3/4'x 6 1/4'x 0.035• THICK W . 'ONE GAIN. STEEL TRICK CHANNEL„ i ASTM A-653'GRADE 40 Mm. G-60 -� 6RAL AAK � FASTENED TO STUDS /R i INTERIOR & EXrMR FACE A (6` Min.) -� — •� -IZF - U(@ 9LADE SLA --- 6 T/z• w1x stncK CK DETslL HVF � to u1 vCEIH No. 44 6 sae. * STATE F �� W� JTsmNG dt ENGRtEERING COMPANY se SI& aa1, MOM CA MM �O, ) RW= xr. (�tn,-,531 (sos- D. d=Mmg �''''., ss�011jgI fc `� 4F ���SEAL/SIGNATURF/DATF WA LTER .TTMIT Jr. P£ FLCRM uc. / 44167 AoSmS.Ao American Shutter Systems Assoctaflon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 a Hv HEADl7i/SIZ EI/Y0S L V_ iEw v SIDE CONNECTION TO TRACK IG CWE(Hen High Velocity Hurricane Zone' ©2020 BORN METAL SUPPLY, INC. Accordion Shutter System H,V. BADE #1 W/ OR W/O BV, WINDOW BLADE LAWING No 20-164