Loading...
HomeMy WebLinkAboutProduct Approval 116/2021 Florida Building Code Online zaN `. . 17 M� p BCIS Home Log In User Registration HotTopics ' SubmitSurcharge Stats&Facts Publications ContactUs BCIS Site Map Unks Search � i Product Approval r $ USER:Public User Product AnprnVal Diem>Product or AnillLeation_5earch>Agobcntlon List>Application Detail FL# F1389-R10 Application Type Revision Code Version 2020 Application Status Approved Comments Archived 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@easternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence F1 389 RY0 COI CQI ASSA 131.ADE1 11d FL389 RYO COT COi ASSA BLAD Y 2 pdf FI389 R O COI COI ASSA QLADC-%pdf Referenced Standard and Year(of Standard) standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdC0 OXPGxaL8B7Zzq%3d 113 1/612021 Florida Building Code Online Product Approval Method Method.1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products i FL# �- _j Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R10 II DRWING ASSA BLADE3,pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-3"for 40 psf FL3f39 RIO AE PER ASSA BLADE3.pAf positive ASO load and 13'-0"for 35 psf negative ASO load the Created by Independent Third Party:Yes 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 5S 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 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum Interlocking blades retains y racks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No EL.389 RIO II ORWING ASSA BLADE1.jf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level ID".Max.Span is 16'-0"for 30 p.s.f F 09 R10 AE PER ASSA BLADEl.pdf negative ASD load depending on centermates and locking rod Created by independent Third Party:Yes configuration for the HV1 blade,8'-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 8'-0"for i10 p.s.f.for HViA working In unison.See sheets 7,11 and 20 respectively of Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking a es re ne 11 y fr c s(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ,No F-1,289 RIO II_DRW A55A BLADEI 2.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Report Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load FL309 RIO AE PER ASSA SLADE1 2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Paa'r-ty' eY s 125 and 28 respectively t:acu 1Je::l Contact Us::R601 Blair Stone Road Tallehassen Ft 32399 Phone:8 0-487-1824 The State of Florida is an AA/EEO employer,C-gydght 2007-2013 State of Florida.,i,Pavacv Statement; A�m_siplllty Statement::Refund Statement under Florida law,email addresses are public records.If you do net want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the once by phone or by traditional mall.If you have any questions,please contact 850.487.1395,*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address If they have one.The emeils provided may be 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 email address which can be made available to the public,IN determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ,.Im"I iCl'e;t Credit Card Safe www.floridabuilding.org/pr/pr app U.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGXaLSB7Zzga/o3d 2/3 GENERAL NOTES: f. jDOO Mro0O SHOWN OBl�� (PE 'Me VERIFIED MR COMPLIANCE IN ACCORDANCE WITH HE 2040(70 ENiNOF THE FLORIDAONSMSSiEN N� EdSTAm H{GHYEIOCRY HtsPoGWE ZNFS - OEM WON LOADS SHALL BE DETEIUMEO AS PER SECTION 162D OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SOURER WILL TABLE OF CONTENTS BE INSTALLED WITH A OVIECiIONALRY FACTOR K41.0.I5.USING ASCE 7-113 AND SHALL NOT EXCEED THE MAXIMUM CASE.)OESIGH PRESSURE RATINGS INDICATED ON SHEETS 11 7HRU 15. 19&20. IN ORDER TD VERIFY THE ABOVE CONMDON.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-10 SHALL BE FIRST REDUCED TD ASO.DESIGN WIND LOADS AREA 7: W BLADES n1 & BY UULTIPLYMG THEE BY 0.6 IN OROM70 COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 16.19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS Tom.WERE NOT OVER STRESFD.A 33 A INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS�[USED IN TfOR _ _-SYSTEM COMPONENTS- 1-20-- _ ._. .�T�2- ANALYSIS HOWEVER,A WOAD DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD,- -- - - - -- - SYSTEM COMPONENTS 21-37 SHEET 3 AIM.RE M.ACCORDION-SFIITTER-SY57E61'S-ADEQUACY-FOR WIND AND MERGES-IMISSIE'1MPACT LARD HAS BEEN VERIFIED ON ACCORDANCE AD1H SECTION 160A7.2 OF THE ABOVE MENTIONED CODE AS PER A7L REPORTS: TYPICAL TYPICAL.WINDOW BLADE&WINDOW DETAIL ASSEMBLY 38-44 SHEET4 -HV MADE 10 10214.01-03,0715.01-03,/f004.01-05,J11214.01-05.Ba317.02-OB./a609.D1-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND W -203 PROTOCOLS AND ASIY E-1986 AREA 2: W BLADE(1)AND HV WINDOW EUPE AEA AND E-1996 STANDARDS(MISSILE LEVEL.D,BEND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. .(WHERE APPLICABLE) -HV WINDOW BLADE 0{05I5.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 0 0725.01-M AS PER MUS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 UWALLATION OETAILS A-F CONCRETE/E LOCK SHEET 5 2.HV ELADE(D AND HV WI REM BLADE® ARE ENGINEERED TO WORM IN UNISON WITH EACH OTHER UNDER THE GENERAL LWRIMION5 AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALIAMON DETAILS G-M,CDNCREIE/BLOCX SHEET 7 3.BERTHA N.V.ACCORDION PINS(HV SCREYIS),USED AT BLADES X NUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/144.75-AND#14X7.75'RESPECTIVELY.4-10-HT MINIMUM SERIES CEMTFRMAITE DETAILS W 9-w 8 STAINLESS STEEL SCREWS wwH 13so Imi YIELD STRENGTH AND ISO HOE TENSILE S7RENOM.PINS SHALL BE fO410 WITH BERTHA HV OACROSHIELD CDAEMG SYSTEM AS MANUFACTURED BY APPROVED CENTERMA'TE ALTERNATING DETAILS HV SHEET 9 C0A7MG APPMCATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOMULUM.PINS MUST BEAR THE 14V MARKING ON MR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCNAON ALLOY AND TEWPER AS MCATED OIL SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 61363-76 ALLOY IS 30.0 ke.AND 35.7 kd FOR END CONNECTION DETAILS 1-6.CONCRETE/6LOCK SHEET 10 BOOB T5 ALLOY.ALL ALUMINUM pORUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WAFT SECTION 01-6 OF THE 2015 ALUMBNUM DESIGN MANUAL. MAMULM SPAN TABLES SI-M l.t ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAM M STEEL 3D4 OR 310 AIM SERIES OR CORROMOM RESISTANT COATED CARBON STEEL AS PER DIN 5=8 WITH SO ksi MIN.YIELD STRENGTH AND 90 k;l MN.TENSILE STRENGTH, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY rA/FLORIDA BUILDING CODE SECTION 2471.&M4. ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 14 6.BOLTS TO BE ASTM A-407 GALVANIZES STEEL.OR A1SI 304 OR 310 SfAlES STADLLESS STEEL WITH 35 Tali MNOBIM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLMHO SHEETS FOR ANCHOR SPECIFICAT10N5:HV S ADE 10:12,13.14,15 AND 20 INSTALLATION DETERS M-R,WOOD SHEET 16 HV BLADE(1)8 @ WORWNG IN UNISON:1$ 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEALS A U.S.PATENT/6'779.582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT OWAI L179 ISSUED 7D EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL SUPPLY,INC. . 9.IT SWILL TH BE E RESPONSIBILITY OF THE CONTRACTOR TO VE FY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 5 70 BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK BBFA 3: HV WINDOW BLADE (�OidLY ALL SHUTTER COMPONENT EDGES WHICH REIIAM,THRU FASTENING M CONTINUOUS CONTACT WITH THE BUDDING 70 PREVENT WIND/RIM INTRUSON. TYPICAL SHUTTER ELEVATION SHEEP 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:WRING PERIODS OF HURRICANE WARNINGS KOME OWNER.TENANT.OR OTHE S6 MUST PROPERLY CLDSE ALL HV AND HD CENHEReATEs AND ENGAGE OR LOCK ALL IW AND HD LOW. AREA 4: HV WINDOW BLADE ni ONLY 11.SHUTTER MANUFACTURER'S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.93 Di FLORIDA SUROWG CODE ONE LABEL STALL BE INSTALLA710H DETAILS,METAL STUD WADS SHEET 20 PLACED FOR EVEN OPENING.L48EUNG TO COMPLY WITH SECH014 1709.92 OF THE FLORIDA BOLDING CODE 12.BERM H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY 1TITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PEW IS APPLIED TV. 13.(a)THIS PLED.PREPARED BY INS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.Le.WHERE THE SITE COLOITONS DEVIATE FROM THE PLED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SEECTIOIM,PURCHASE AND HiSTALLARDN INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE 15 THE CONOMCTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS P.E.D.KILL BE CONSIDERED NVALID IF ALTERED MEANS.r ANY MEANS. (d)SITE SPECIOC PROJECT SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECAME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER LESS OF 7HE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATE)ENGINEER 70 THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC CRAWINGS FOR REVIEW. (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL.SEAL AND SIGNOURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IR FLORIDA BUILDING CDDE(gDn High Velocity Hurricane =one 0=1ILTE D.INC. 452020 FASIERN METAL SUPPLY.INC. BERTHA IRVTM IL i�C O tNC. Ao�ioSLsAo Accordion Shutter System RV RAM#1 W/OR W/0 H.V.WN=BASE No.441 7 C: - c American Shutter Systems DMCRWM D,,,�,.w. M.P T1LLR TESTING& ENGINEERING COMPANY 3 Tt e * NAG.36M SL.S..30a.WRc.MA GAIMM nfMM 331 Asaoct0ltton. Inc. , OLD 17-107 /2 TINE 7/z/2020 AM e" Pima:(3os)871-1930.Fn:(305)871-153, 4268 Vdestroods Drive 2 STATE :4 e ma uRam�am m n West PDlrn Beach, FL 33407 s DRAWING No 9�.�••!c[ORlc �h000677� 20-164 Rip TONAL ��M' SHEET EAL/SIGNATURE/DATE 6 1 OF 20 VAM R. a Ma1'ot >.zao .1O•a 375•! m i o 0HV SWIM STAR4R ®HV UNIVERSAL FLOATER COVER© UND US PATENT 5458 9 ®' QUALIFIED aR USE W/ Q1111LIFlLD FOR USE W/HV BLADED ®HV DIRECT MOUNT HV BLADE @ V 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/HV 6063-76 ALLOY AND TEMPER •SEE LIMITATIONS OF USE OF BLADE ON SHEET is BLADE"Q._---.---- A�N+�n_. ._ _... .. ". ._ _. - - _ 6w6 m ALLOY TENPER - "- -- !-9 -- - - "- 6063=T6 ALLOY AND TENPER 3226'. .121 , _ L_ �sT_ -irla! i m /'/� ^'o7z R -oii F4_ ...:n o.D7z- 0 NV ,__�izz6___ QUALIFIED FOR USE w/HV @HV WALK—OVER !'� BLADE 10 QUALIFIED FOR USE W FiVTRACK S E C `�HV ADJ. FLQDR TRACK 6063-i6 ALLOY AND TEMPER / ------376a------; BLADE t QUALIFIED FOR USE W/ H QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A TEMPER Bu+DEQi aNLY. 1� HV RAINGUARD BLADE O N' _iS3C 6063-T6 ALLAY AND TEMPER QUALIFIED,FOR USE W/ HV 6063-76 ALLOY AND TEMPER VAWFS �i _ VARI£9 153e" - 6063-T6 ALLOY A�0 TEMPER - o__'-.Des= __oar IFFF .125_ - --_- A69' _ �_._..._A�' ,o' n .67D� r.N .... A33 - W. " I' �e. . eQ2a 6To i i.ws�_I g— m.m'T"' . s7p_ 11 HV CEILING HEADER 13 HIV HEADERISILL T` QUAUFIEO FOR USE W/ HV BLADE nt ONLY 13 HD CEILING HEADER/SILL Q FIED FOR USE W/ HV BLADEtJONLY, 6063-TS ALLOY AND TEMPER"' QUALIFIED FOR USE W/ HV BLADE`1) 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY QUALIFIED FOR USE W/ hV 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADEQL ONLY. f 6063-76 ALLOY AND TEMPER ,ll T "- COMPONEN, A e T, Tz X Y I y NRL X Y-t t• t A62• a' r 2• 2• j0.,25- I ` s' T/6' 1f8' 3' 3' ioa90 2• :s•MAX 0.192• 0.192• 1 SIDE ANGLES ts zs• `7°MA)L 0.190• 0.190• CORNER POSTS QUALIFIED FOR USE W/HV ALUMINUM ANGLES O i UAUFlED FOR USE W/HV BlADE01 pUALIFlED FO�USE W/ FN •---------------- --'---- BLADE t 6053-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2• 'S•MAX;O.T39• a.,31• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORA BUBDING CW(Hon High Velocity HUrricane Zone IUt1�N1111 ' 02D20 XTECO,INC. ©2020 EASIERN METAL SUPPLY,INC. ', �'}}'�tcFNyy' /Ta ', ©�©�©�o B�ERT l7TM /T,_LTEAccordion Shutter System No.441 7 _ � 0-1 INc. Kv IItAOE#I W/OR W/O Kv WM W BIAM �� American Shuffwr Syslarns DISCM01 aue tDDa1R1 er MP T1LLIT TESTING do ENGINEERING COMPANY �OOIOfIOn� Ine. + OLD 17-107 T/2 DUE 7/s/2A2o •O' STATE 0 ea3".3556 SL,St.W%WA M et9DM ROWA 33t Phan.:(3051371-I530.Fax:(303)tr7I-1531 4268 Westroads Drive zpRAWING No �-nm0:tDeeasudeom West Palm Beach, FL 33407 3 -%<�Ls'o...... — N�IIa a J. E I 20-164 ���,s; NAL k1g`�SEAL/SIGNATURE/DATE 6 ___ __ SHE OF 20 9—93' y4w-20 na m Mcaw i `-DE COT =9 EWCEL .745* Poo" 1 ml rl — F 3! g mum crimm (CHRME 21 C HV LOCK -H TI QUALIFIED FOR -HV 8 ONLY N FLO—A NG HV EGRESS LOCK LIMPED FOR USE VI/HV 8LADE'l)& ONLY 6063-T6 ALLOY AND TEMPER Q QUALIFIED R USE w ®QUALIFIED FOR USE W/W BLADE(BO 6063-76 ALLOY AND TEMPER BLADE(D&(0 ONLY. j 0 FlED FOR USE W/HV BLADE 1 ONLY 250'O.D. s165063-T6 ALLOY ANO TEMPER 0 H - . . 1.756, . 9 M ED BEFORE c L 1 1-20 x 3/4" S w 1/00-2 RIVNU7* .3 mi ff ES 9444 MMCKUM C2024-TS AIJAM E RMGr 7M;I -j - 1 - - (U > :-RF- I"! MANUF Or AVVM j. PM I CM.AS • CREW IM RMSEPPEUr.NEW 07054 OR EQUAL FEM RWMf SIMAIM Hy VA "r-LOCK CENH MATE4568 LOCKER 27 CV7nr LOCK @ FOR "V LOCK CERTER QUALIFIED USE A HV Q)ONLY qj ta FEMALE—"T"—L4CK—C TERMAR 0 A 6136TTS ALLOYNO TEMPER SE W/ H QUAILIFIED FOR USE fqE' ONLY. FOR USE W/ HV SLADE(TJONLY Q 13LOAlDF OUAUFIED FOR USE VI/ HV BLADE(DONLY Ir WIHV BLADE(D ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' ly• q, I TL THUMBRIFIN 4;1 I.Q;" Cn3RM OR .2iV ICEY CYLINDER Nm 4 .214" —4 Li 01375- Uh A05 1 .125 M.. E EM M AT E MWV NO CKING ROD H CENTERMATE W/ LOCKING RO .5i td, lc� U FIED FOR USE Nll W E(! AQUALIFIED FOR USE Wj HVBLADEi 1 kIA; 063-T6 ALLOY A ., 1.1890 @ HP GENTERMATES INSM 181 6063-76 ALLOY AND TEMPER 4i VAR 12*AGN. QUALIFIED FOR SLADE(q&0 MIME 605 USE WIN W 3-T6 ALLOY D TEMPER CYLM ERRS (SEE DUMS) r OR KEYO *15' W, 1.57 CVUER ? QUALIFIED BLADEO L.1/4"o HD LOCK 6063_T6 -16 AC 0-20 A1$J 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ALLOY AND TEMPER �,6 HV 31A'0 -ETAL QUALIFIED FOR USE W/ IIV SLADE(D& Z� 6)INST&LATION WILL REQUIRE A 7/EMBEDMENTTNUMSCREW S SERIES S.S. THUMBSCREWS 10 RMA BUMNG CODE(Non High Velocity Hurricane Zone, DRILLED AT TRACKS FOR PROPER QUALIFIEDFORB USE W/ W BLADE,11 QUALIFIED FOR USE W1 HV 1A1111). W .11, 02020 11LIECO,INC. 02MG EASTERN METAL SUPPLY,U= 711 BERTHA Accordion Shutter System/T DE C a INC. AIGOMaMA13 KV.81,40E#1 W1 OR W10 KV.WNWW KAM No.44 67 . American Shutter Systems TWT TWRNG& ENGINEERING COMPANY — DATE DRANN fff- UP F Association, Inc. I OLD 17-107 7/2/202 we 7/2/2020 S-cl'. WO ILW.361h.SL.SUL 3M VRUNA GOMM nXIM 3316- - %-p 1. a � 4268 Westroads Drive 2 q,io • pt�-.(30��Jf=.Fm-(M)B71-i531 DRAWING No West Palm Beach, FL 33407 3 CA�119 Wxym JL Tex".P.L 4 20-164 SHEETSEAL/SIGNATURE/DATE R=U U`f 44167 a I I a 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR _. I 1 HV HV 41 4 3 1 Tai4,11 PCE s . �625' 3 8• I i 9A: cez5' c-t HV BLADE 1 -^- 1. 1� 00,.-. 1 1e7s', ._�____. .. ...__-_.._.—. (� Ili �3 /' -1 jw n4bo:%BOAC£ .C625" G_ +x E2_ HV BLADE 1A I J --------- J ® HV LONG RECESSED NYLON BUSHING 1 "X z �' eLen s" ? ! •e oPapx 11 I 1a7s" Y -- ----•------....____ .... ..------_.__._._ t3 <�4 NI � w� +�., .Gp2 D.a6zg" -® HV SHORT RECESSED NYLON BUSHING -5 l9- HV NYLON_HAT WASHER _ a)OR® nw� j rFIAT FOxifON_ II 750%/ _ _ _ I, .N lA7E•-,.�.._) lFP•R � r 3750' ® HV WHEEL CARRIAGE AISI 302-30 SERIFS _ i I1 ^ q'•q ! ' _ /c_7so• x 0.870•x3/16"THICK NYLON WHEEL (�L.' 1 i ' WA n :7 j j' 2 712"Wlti '�"i MY V1-� DOW I ' CLEAR i 0.1880 AISI 302 SERIES S.S. RIVETS 1' ----y 315"0 IWARAU04 c6� e3 e375GG" ® HV 1 3/4"ACCORDION PINW/ #8 HEAD EXTERIOR ° C E3N5 - STC1-:7._ l — ;, ® HV 2 3/4"ACCORDION PIN W/#8 HEAD * ---'-----' ® �I" -----o�4"i r: �cn503E47�1 ® POLYCARBONATE IMPACT RESISTANT ITV WINDOW 1 i 1 _ I } - _I9ET5 l 'TYPICAL HV WINDOW BLAD AND POLYCARBOiVATE HV WINDOW DETAIL © (I�! N _ _ OR q ar I .Ts J 7 ((/SEE FOR , I•1• (tEOUIREMENTSJ I 1 (DOR ( i i { j �� 4,ECLYCARBONATE IMPACT RESISTANT FL+ FF r PAYER MAKROLON 3103 FOLYCARBONATE I l,i %( RESINS. UV-STASILZED GRADE OR SARIC MY PIN>x IREMENIS AT EXTERIOR m _ --r______ __ ;_ is 6IADe a rMM + INNOVATIVc PLASTIC LEXAN 103 RESIN ! 1 OR (SEE NOTE "F" ON SHEET <9). (1) 1-�1 PIN @ SMALL AU.I.MS BE USEC AT ALL E)JERIOR BOTTOM ;CHUCKLES 0=% HV ACCORDION SYSTEM W/ H,' 1~ JR f V' I� !I POLYCARSOMFE SOURCES FOR 4 HV 1 BLADE- E I� EXTERIOR .•,." ,, jTYI'ICAI SHUTTER AS T7'F"aL Pi,.?CrES uT0.tiLiRD V.T+ r�cerarr 1'� ''I Ilv PIN-,22 OR ON AT RPiEe'h'� is nae (2) HV ?IN @ MAY BE USED IN LIEU OF AND ONLY AT },; EWRRIOR- `>jrt• E '^. 5' h r ;(*; BLMrs xNUCM. EP.IOR BOTTOM !<NL ISLES OF Hv ACCORDION 7E.1 1/� Hv U oD324'- !1 +t• ;SEE MOTE FOR yT7+ sc�e7+:Gzairr 4Tu csa 0..Or 3%,n' c.wa m/" 9LADE VJf:EN CCRRESPONDI�16 TO INSTALLATION "11", SHEET ?. 04� REQUIREMENTS) 3U " T,f T' I ;1 i TEME T7pn sea+ 4S7H 177.1_ 9,�.3 psi- 9."•'�7 ems+ Sf0--W X YJLC 457u Om 12.5=pas. '_,400 a.v. (.3) H .V PIN @ OR @ Wf 1/2" O_D- t 116" TRICK S.S. WASKER. rtOtrsi e+rax3 as3"a 34007 W. awa o a+:. SHALL BE USED FOR DIRECT MOUNT INSTALIJJION PER DETAIL X. AMU G278 13 F7--:`•/M f7 ihb)u Far p1.:,-4:.Ct,nRl,'IiACR;'S WHEEL CARRIAGE RETAIL sum¢ohm a•7N O=20W C-1 oae s n+zs• ASSEMBLY LAYOUT a. W ir1ZT:;0 :s773 ass C-7 aiss o-1 cw. • sar'uumou t9G1 a7979 loop•. OW•. g;Fnym,s:; ASN M 1EME F-RU Gri.Y-RR:`FPTAM-X =9 4i B=-W.. MAO F-1. 9 : HV KADE SOLID & 1 A HV WINDOW SLADE DETAILS MOLE��.�W-WHERA r57u M 8481 P.S. em P.L tJ.T.S. FLoMDA BUILDING CODE(100n Nigh Velocity Hurricane Zone, ^x 201a TtLTECO,R�. ©202a EASTER%NEUL SUPPLY,Mr. Il�lu ° ��i BERTHATM s'���'ucFnIF 116�iE ® Aa oSmA© Accordion Shutter System Ji F HV.HADE1 wJ DR W/0 HV atrmaw BLADE NO.44 Amerleon Shaffer WOMB .N VESCM011 VAR CRAM Or. M.P _c — p^ TILLIT TESTING Lt ENGINEERING C0IAPANY Asaccicilon, Inc. T OLD n-107 /2/25 DAM 7/2 2a20 _ `�0�� &l�RW.3Bm.SL.Ste.7a7,Y.,7G:NA dR0"115.F7$U7A 771E STATEPM.no=(=05)877-1530.Fo :(3p51H71-1531 -268 Weslioads Drive 2 DZ4WING No a-mnp:t8:omaael.eem West Palm Beach, FL 33407 3 �1 �+ ip0� F( CA-0a06719 60��7�� %�i FIS••'OQI ,, ��� FLCRIDA UYXIER A.cL1 44197 5 SHEET �111L/SIGNATURE/DATE a OF 20 7nuu �I ®' °'., '� *NOTES ON HV LOCKS .AND CENTERMATES: • e c a ` 0'^ K N �J' 1 u ; •® 1.ummmw CONDMON jjL ONE EN LOCK 2&or®SHALL BE USED Ar 1/2 OF sHurTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP 70 105'.AND FDR TiONS ANY l ELEVATION.HV SACK or MAY BE USED AS AN INSIDE OR OU15IE LOCK,AT TAC TTo OR .1 i s CENTERMAlES W/(2) 1/4Y--20 x 1/2'LONG FIAT HFJ1D SS. M.S. LOCATIN OF LOdC SHALL BE AS INDICATED N TYPIGU.SHUWr7wER ON. - _ _ _ _ _ _-PERFORMANCE - - -2. OR�NnMMAT ff MAT-BE-USED-AS AN BEM OUTSIDE LOCK ONNECRON OF LOCKS TO CENTEANA • �O-� OR SHALL 8E AS INDIWTED ONO TE(1)ABOVE.OR OR.FC'pR SEC TO TY70 UROY.PURPOSES,..UA. LOCATION OF LOCKS SHALL BE AS INDICATED N TYPICAL SHUTTER ELEVATION. p�i I V •LOCKING RODS ARE NOT REQUIRED AT RRTCANE POSITION, BUT MAY v 24' ' BE�YUSED IF DIESIRED TO ALSO BE USED AT STACKING POSITION (ER NON HURRICANE�9ilON).NG RODS OR AN ALTERNATNE DEVICE g � �{--�•.�• 4.WLrtfAlnRY CONMIOl1. �•ONE HV LOCK le BE USED AT CORNER CEN110OWES FOR ANY SPAN IWD INSTALIATIDn6 AT AN1'ELEVATK7N.HV LOCK 2 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, - ATTACHED To CORNER CQJTERMATE tV(2) 1 4 6-26 x 1/2•LONG Ina Hrm 5.5.M.S.TWO LOCKING RODS AT TOP&BDttOM SHALL BE USM. Lfl�710N t�F LOCK SHALL BE AS NDICATED N TYPICAL.sHURER ELEATIDN. Vr MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN N SHEET 12. IIII II � � 5. ALTERNATE hY LOCK 26 MAY BE NV LIEU OFHV ILOCKVA or FOR ANY SPAN AND D15TAUJIDONS AT ANY ELEVATION.ALYETIVATE LOCK_8 MAY BE USED AS AN-INSIDE-OR OUTSIDE LOCK ATTACHMENT i 1 OF 1/4 O-20x3/4'S.S.TKUMBSCIIEW TO 0 OR a CENTOWAT6 SHALL BE WOE W/1/4 0-2ox7/4'ALUM. f I 5 k I 1 8 a RIVNUT AS SHOWN ON SECTION HVE SHEET&ONE LOCK SHALL-BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUT'!FR SPAN. 6,IMHMRY CONIMN#I FOR KE SMIE ILN_LrJIYUR utcnunlOwc_ ONE HV LOCK®or®or @ SHALL BE USED AT 1/2 OF SHUrIEA SPAN FOR ANY SPAN OR 12'ABOVE OR BMW 1/2 OF SHUTTER SPAN FOR SPANS UP ®or or®MAY BE USED AS AN INSIDE OR ............... i OUTSIDE LOCK,ATTACHED ®or®SYMMETRICAL C LOCK W/(2)1/4•-20 x 1/r LONG FIAT HEAD,S.S. SEE ND._..: MS.LOCATION OF LOCK STLALL BE AS INDICTED N TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS W/ CONNEC'RON . i `•�� � 35° OR @ TOP AND BORON IS COMPLETELY MANDATORY. SDErs HEETS ON x• SHEETS 10& HEIGHT.YP- FULL _3�• i *NOTES ON HV 'T' LOCKS AND CENTERMATES: OF CORNER ja MD ©01®ee®•OaeBO f0 CENTERMATE �' �ONE ALTERNATE FiV 7 LOCK 5d MAY BE INSTALLED IN LIEU OF FN LACKS OR FOR ANY SPAN AND 1 ALLAY AT ANY EIwmN.AL TE LACK �AY BE USED AS AN[MOE N OUTSIDE LOCK ATTACIU.IEM 10 + -@ 10 OF LOCK Q9 INCLUDES USING REINFORCING �•,AS SHOWN ON SECTION LNG,SHEET S.WHICH MUST BE CONNECTE DD M CENIIERMATES®AND®W/1/4'4-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/80 x 3,/32• WINGNUT ON W 4-06�• 7�+17 w�©�•7�+®a+ MIWMUM ABOVE AND BELOWINIDSPAN. USE OF TWO LOCKING R�OD6SQT P AND BrK MAY OTOOM 3 MA)MLED T ORr. OR 12' +®aa�•Qa+1®•Q�1Q«e;q *NOTES ON HD LOCKS & CENTERMATES: 1.H�Q)',g A9A W/ND L'EYiEHMA1Es iEt tlR�31 W/Q3;ONE ALTERNATE HD LACK®MAYBE USED W UEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION LN Loacs i2}OR`25 FOR ANT SPAN AND WIALLAWNS AT®ANY ELEVATION./1TERNATE HD LOCK @ WAY BE USED N.T.S. �DRCEMENT wax�TI�I0 Loom SHOWN aN SWIKINSS HD HD B-TINS AND HDc M SHEETx 0.LIB Y Y BCE BJS ALLED A-rrI MIDSM OR 12'NAXNUM BELOW OR ABOVE AODSPAN.USE P LOCIIIG ROM @ IS COMPLETELY OPCONAL. Fl.M BUMG CME(Son Nigh Velocity Hurricane Zone 02M 1Ln=.we ®2020 EASMN METAL SUPPLY,INC- �.; GEIV - ®Tao. o p >e a Accordion Shutter System rz ARV•GlADE Ei W/CR W/O KV.VINOW RACE 3 N0.441 i - Ame*mn Shufhu Sy*wns DESOWTION WE OR1m1N of. UP �. TIUR TESTING &ENGINEERING COMPANY 11aweldflonx Inc. , OLD n-107 wXE: 7/2 a020 !��^�"� aM NA ML St.StL X&11Ltra0A SWOM FLOM 3310 "fl' STATE 0 when:L30)B71-I230.F°x t(302)871-1911 4268 Westroads Drive 2 DRAWING No .-maO:tmftog boLc West Palm Beach. FL 33407 3 20-164 �O'•, ,c' cA-0005718 �OR�D 11AL1ER A 11U1r Jr.PE. e``M/SIGNATURE/DATE F1DF�"`'8+4+� ` SHEET OF 20 T{ONCRETE ANCHORS POURED CONCRETE ! POURED (SEE SCHEDULE ON OR CONCRETE M=. POURED CONCRETE-. FEtNWED / -7/4'h•20rt.TV S.S. CONCRETE 4`• RFAUIRW f S1O T t3) �...-....,7�.....,_j_ CONCRETE ANCHORS L NE SCREWS RREauN7EO .l-,S _ ( roR - ✓ i' _(SlE SCHEDULE ON ; W/1/4•-20 ^i CONCRETE ANCHORS i.';1,' / ( 17 18 C(SM Rww M so"w 1w-1) i' i r;' I�` �'�/.`'•;= (SEE SCHEDULE ON SHEET 3) -1'- I ,;" _� SHEET 13) �,NUTS® 12'O.C. !OR(.'4� %' 11 i 6Ca1•, __.1/4 0-20X3/4'SS. ( :• - ' �I, J 04 ,'� )'� :• _ I ,-..EO—E0= MACHINE SGWITS USING 1/4'-20 NUTS1 I ! i. ,/2. 47 12'O.C. e LLy i: ., r2so Mac _ - =_i --13 aR 5 E - i ,r Mas. _I �;�, _ li U ED.• + OPTIONAL (tTIDNAL To ON n qR mN'"'-��I - :OR ®� i 'iiin , ETA' G ESN.SEPARATION TO GLASS __.-,.t 1r J i w 19 tVt a i , !! .{jam--'-•'�? GLASS (SEE SCHEDULE ON SHEET 17) yY•)+ ,,, li%ISRNG i 9/OLi ® I E i MIN.SEPARATION TO GLASS (3/l55'--•i. -._..- ..__.___.h-�.i.. C. .--LI 1 !`(SEE SCHEDULE ON SHEET IT)-- EXISTING - CIA55-•� Q AD @ HY -WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE E705f1ILC -__._._---,.-_r'1 F_.-... ..... _� ,.. ......-MIN.SEPARATION TO GLASS CLASS-•r r°._- . T-'' (SFl:SCHEDULE ON SHEET I To tts 1 I I 1 iOR Tull i ION SEPARlL tON TO GLASS � ---t; a�_� L-7s�E ON Na-_ `(SEE SCHEDIIL ON SHEET 11)- w ow we ' 9/0g QA ' y MISTING ; ' I.. f OPTIONAL -O• ' v r r !1 I T/4.-i �-OPR017ALf/ :,--•rl _ ___ .-.i -- Off© +iii I-D.►• �Ii i ii ii } - tY'r_- OR -•I_-_-- •)2'OR)4 ,'i r-_._ ,i •-..! -1/4'4-20t3/4'SS ' NO.. ED-r.EO_ 7/TRUSS 2FND/YAI.I SCREWS dACHINE�SCRREEWSUSING CONCRETE ANCHORS CONCRETE AHCHOTLS .•' :- !_I. 1/$-20 NUTS®12•D.C. ------- ._ _ _(SEE SCHEDULE ON �'W/1/4-20 NUTS®72.O.C. -:.. :r ,. :.".•: POURED CONCRETE-' 13) RED CONCRETE (SEE SCHEOIAE ON SHEET 1 ! INa'• at CONCRETE BLOCK OR CONCRETE UTACK }CONCRETE ANCHORS REC[L"RED `TALL REQURED O HV WAL SILL INSTA TrouREn CONCRETE._--� (SEE SCHEDULE ON Cr HV WALL SILL INSTALLATION SHEETOR CONCRETE BLCCK Y7AL REQUIRED EU HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS.` INSTALLATION DETAILS W/ f-SEE SHEET 4 FOR TYPICAL SHUTTER •E.D-=EDGE DISTANCE ♦SEE LAO US TATIONS OF E FOR HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPMRCARONS ON SHEE-13) ULABE ON SHEET 19 - IN ANY WAY TO SUIT ANY INVAUA110N. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' (D2020 EASTERN ME-AL SUPPLY,WC. �� {�{n..(wA/'// 02D2D TRTECO.9iC. 13ER HA HV �? cHEN �' '�'� /777,LAccordion Shutter System ECO ��te. �aa��®�o KV,WX#1W/DR W/OKVW=WBLADE ' No..441 7 - - -'� AmMfron Sh(dtor Stems EV.N OFSCIPMII OAR OfUR(N(M. YP * * TILLIT TIMING&ENGINEERING COMPANY '$ Association. Inc. 1 OLD 17-T07 /2/ DICE: 7/2/2020 d; t 4288 Wroad Di 100 NX xa St.St..SOS VR adl GMWIXL n9M 331e eSs Drive 2 STATE D r twno:(30S)37i-iS30.FED:(3os)(A1-10.11 DRAWING No %��•<`'•:'c/GRID C0A1 West Palm Beach, FL 33407 3 � 18 ,ZQ— 64 '•••...••' 'G,T';� WALTER A TRW Jr.P.E. 4 /�NAL �• nQF=U..#44167 a SHEET 0 Opp ��`.ISEAL/SIGNATURE/DATE LTL"Jgmr= L CI) POJRM CONCRETE AUCH01r. C014CRETE (SEE=RMLE 0'4 Sueu 13) !'OR 130 MCC or a="FPLICARIE rASTINg SLAB _WM0111f XTE"M7E 7 --xSTwG A RECUA-M T'VE&I ,V, ��lfl GLASS ANCHOR j �Ic43/4"HEX WASHER HEAD 41-j)OR GNUS, 3/8,ii&- Tac SCREV'S 1J 72'O.C. j EDGE GF -SLAB ji, (SEE SCHmi.)LE cn s[iE=r iZ) APPUCADLe kvSTIM, • LF MCC cl, GLASS EDGE q__j SLAB iF '11jr. A/2--1- EDGE OF i/. A PV*kRLE FCURED FOURED FLAT HE•AD C01-METE AUCKRS 'rNME11B W.ICPEIr (BE.FCF.EDULF C14,SHEET'.4) 09"MX4 —I OR -------- - FLAI�EAD='IrRETE A%MHORZ AFOU17M (SEE ZMEMIXE G1.73REET, I&) J-1 ...... I i ) TRIENCH NSUM-LATION I-V WAIL -OVER INSTALLATION DEG10 NPL.RYM FOURR EU PR AM;-*s7Oc..rO-FSPASIFJS S t SCH90J1.9 L,3� V _KT ACEILING INS -I HV FLOOR INSTALLATION INSTALLATION CLASS AUCKIZ. % HEO - !_-- ­ ful: t --c M fKW V) Cans (SEE Sc ULE Or4. 7 75) SHE c-f Cq.A'c r=­�z- GLA-_ �IN[ .1-mir n,c­; 1 Jx JZN,zv--=-%:Ir a L, cc;e:r-•cli VW W 0!-e smi A= I ti s-;, xR 1F.;N L pl)m_wx AT Lp (r"M)IS==- ft _%aT / rifm - -M ,inn}-FA7.Z'V. r Lori. ItiC SCREWS. 114.31V HE ZAD j 8 :il . 3?9 -O.C. CC 01*4 1. TV:SCREVS 1,S. D.0 i I I . i,, , ..5 ,-- 5S vs V-'c-20 hiffs 3 (SE CN 1/4'0-2a B.S. "..S. 7 07 ?/2' _j �2 018 E.0 #14.3/4'FH.Z.D.3. OF 7,i3 I V2, AFPUCAOLE---� O.C.QZNcRic.E.A14c"IDRS - . - -] , - F, M. SEE 13(�,, CWICI=Z­ (SEE ErREDULE V% 0.SHEET I ------- r 6H SHEET I �R C011.1- 17 RLOrK -HE-'14, PCLT.Z0 Cal, F. n CR corICRETE SLOCK CPTIO.%AL- POURED REQU! CWF HV WALL FLOOR IN-STALUITION COO P= NOLIM-11ING IN-STAMATICIN WZ;&L WALK-0 113TALLATION E5= G"-72 MURD 5,Vr.'fR 5FA?J CJj HV RAINGUARD INSTALLATIOW, t ram, N(r,-, =QR C"'ARINangN I INS'111hTAL1.141D.-I HALL US FupuEO E.D. EDGE DISTANCE 'ERAR S:F I i -?tls OF USE FOR OR E19FAIX-F, iLADE I- ME S-;E.-- 4 rc�,l 7YPICAL 01UTTS Eor-ICATIcNS an sH.--u 137 AXJACM 0 M'0- EXIT ASSEMPLY 2- Your-mrG mrcm CAAE cc_-'a"rn iNSTALLATION DETAILS WZ HV BLADE IN AKY WAY TO SUIT AM 115rALLAT.U.N. R J OP DA BU CODE(Eon Nigh Velocity Murricane Ncne C.2020 EASTER?4 ME',4_1 SUPPLY,ro-24020 TMECO.*.�C. /Timuca—.c. BERTHA HVTIA 1�te�ordg®n Shutter System 101\0 �j Acc E c 4" IL ECOmc. A.Su*.As ,v.2L01 01 W/CR V110 KV.WW1 MADE NO.44 6�77' MV.Nd ra-MMT111.14 IlAr. mwia W. Mp P TILUT TEVWG & ENGIRM- ING COMPANY OLD 17�107 7/2/20L� VA7E.- 7/2/2020 STATE F 5X5 14.0..511,5L S.... a.VVMX1j FLefila;3316 As. flon, Inc. — 258 Westroods Drive Flio.0 (30)B7I-15ZO.F= 4 2 DRAWING No GR I V,'est Palm Beach, FL 33407 3 E :e 4 20-164 rLCrVA LF. ;44167 5 SHEFT VIALTER A I=a:.P.E. %,14 01VAc%PEAL/SIGNATURE/DATE 6 7 Gf 20 I S 0N 10 & is Nv 1a=o-© OUT IN I' �G G1A55 INSTALLATIONS W/ Q1 HV , A�AL 3WTE N"1DCH®ON W"'- %)iBLADE W HV CENTERMATES OM�A���Is�© ' ! 'OO "®�10'©@ 2 OR SEE END WALL CONNECTION 10•®��• 3 i©•©°" r-EIHSM cross RETAILS Old SHEETS 10 & 1@-f „ 6 7 av 6 a • an j ---------------------- t 20x AWW 3 1/4• -�,. .. ... - 1/2� T i 2rz�1/a50- B ANc1E N/(x)u'++ rAPwH { ,/z^ a®+® OPPOSING i SYMMETRYCAL i MRiiORs Ta eoxcRM CENTERMATES(a)11o■1/Y sY�scmius�Ej �� IrI FULLI CE�ITER TES MIN. sPaAn DN ®lo'30le W/ HV LOCK 4or� 1 W/ VOCMR To CLASS AT FC1 ANGt ( P) oa, ' (SEE SCHEDULE ON SHEET 11) j r. - �; ,� m r254* �351*f IIN 1 6W i -+ - -- - — -- - -1---- _ } Y-1/z• ® 3 a `\�® )-©a®�+©•Oa,®m110+�a i (__. O —L�Zj a® HVB , OUT *� HVC 10•®�'®•��'©'® HVA ) ®°'®�©•��® to+tt3n DMT"G LASS POURED BLOCK WALL REQUiFED exUSTwc '�•�a0*®°®•®�'I -'� y ( SYMMETRICAL—————————— 6 7 s + 7 + a — = uss I •• I N '�`© � ® rert.s�EPARAnoN c ®.®maO.®3..�+®5 �Elusnnc—! y` CENTERMATES r16 �, 8• �+ — Imo; 4. )l: J �•® ® ®�O ® (SEA scE W HV LOCK(mil atmoNal —�--.— ..®�®— # I � m: { �_.--_ (WiQ110R) � O`®�4+®��`� ON SHEET II) ; - YwTo EGA°N —� ®' f�� ' -+23) �•® -- - _— (SEE SCHEDULE I IN - OH SHEET 11) • (NiEWOR) is I1 i _ _.'-----i------...=:f .•- -------- ----^.-._.._--..—...---__.-- _ i., ° — — CONCRETE' L-7 �` �� Y�� ---'---' S 'ANCHORS O l 3. VARRMS to s 1/2•Lux.SUCK { our Iasi -i�1 cEx11R1oR) HVE HVF '� HVD RONA BOLDING CODE(Hon High Velocity Hurricane tone 1U1 111 kii„ oxaxo 111TECa,tnc ®xOxO EaS1tRN METAL SUPPLY.DiC `,,,P� ,..... ,, BE TWA--fNTL.� ��CEr F .. Accordion Shutter System /TiLTE No.44 6'� = q o t eec, a m » o Hx am#1 W/OR W/O H.V.W►WN REAM ` — �' American Shtiflor Systems N oc noN DATE DRAY BPYP TILUT TEMS& ENGINEERING COMPANY Association. Inc. 1 0Lo 17-107 /z/ a4m '7/V20xo "o STATE S mss JLV S81°'SU sN:3•MR030 GiPot M FWW=331E 4268 Westraads Drive x . Pn�:(sos)gi1-1sV.Fax:(aosW1-1as1 DRAVANG No %�O••, P,, a rnaa: �a.— West Palm Beach. FL 33407 a �,:�1oR1 20-164 -A ',ssfUNA WALTER A.FLOMOA LAM I"167 s SHEEf pup/1111H SEAL/SIGNATURE/DATE 6 8 OF 20 SMEDULE 8T _HEDULE a2 SCHEDULE jj MAXIMUM SHUTTER SPAN' %4"OR 'L-' MAXIMUM SHURER SPAN*"L+` typmum SHUTTER SPAN*-L+" (ft.). FOR INA<�oN®/ {, OR -L-" (ft) FOR R"L (ft.) INSTALLATIONS INSTALLATION LEGEND CENTER or�}y (� INSTALLATIONS W W/ONE H.V. LOCK ®or® or or / W/gL W/ONE HV LOCKS CDM)WSORY& WOOD POSTTW MAXIMUMD.DESIGN PRESSURE RASILE SPAN AOTINIG HD LOCK ®W/NO LOCKING RODS or ONE HV LOCK or a ar® 7 0 W/ NO LOCKING WALL A.B, C. D.I:, M, N,0. P, Q. L 'MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ONE HV 'T' W/AO LOCKING RODS @ CIDS MOUNTING F. K&L R. S. &V. AS D.DESIGN PRESSURE TIMING. LOCK®W/TWD LOCKING RODS®TOP & (SEE NOTES t Tt) (VALID FOR No1fMING® (2)PROCEDURE TO gETERNNE MAXIMUM SPAN FOR BOTTOM (SEE NOTES SH£EF 7) FLOOR/C"G G, H, I. IT.J T. U.W&X WALL MOUNTINGS(TOP/BOTFOA)OR FLooR/CEILING: CONL'IitIE&WOOD MOUNTING --------- .- CONCRETE g 6000 WSTAl1AnONS .- - --_F SAA 11130 _ _. ... _ -A371 069GM S __- asp Of_g,u--...--RMAUATIONS---- -- - GIVEN A POSlIIYE A.S.D.DESIGN PRESSURE RATING. ..• WALL-MOUNTING' ._FiCdR/GE9Jr' P WALL LOUNMG owmmc FLMCM DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. (tom•)) UOUI1'DNG (l)1 flom/c"G►OUNONO I / �� DEIERAIAV14 MAXIMUM A SPAN DESIGN FROM PRESSURE EWLE. L 4 L-(11) L i._... L-A) L 4 (Dy L-(�_._ L+ (It] L-(9I O MAXIMUM SHUTTER SPAN'I+'OR'I-"FOR 3D OR L _I6•-0' _16•-0' _Ir-0' 1 16...w 30__ 16--o- 16'-0' _ 30_ _IS'-0" I_ IV-0- DTALwnONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS MIAL TO THE -35 14'-10' 14'-1" 15'-2' 18'-0' 35_ 14'-10' _I4'-10" 35 15'-2• 16•-10- 105 PSG ASS.DESIGN PRESSURE RATING, MMUM DETERMINED SPAN BETWEEN'L+'AND 'I-'. 40 13'-10'_ 13'-I"- 14'-2' 75'-2' 40- - 13_:-10'-- 13;-10'_- 40- 14-2' 19'-2' (J)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'�1' T3�-1_ 45- ^13'-4` 14'-3' f FLV CORNER CFSRERMASE�}3 MAY BE USED AT ALL CAMBIN0.nONS IN BLIWEEN WALL MOUNTINGS so W/72'-S' 12'-5' 1z'-8' 13'—Y - 50-- 12'-5'__._.12'-S'^ --' S0- '12•_3• - 1'J'-1--_ HMOUNTING INSTALLAnONS.LOCIONG SPECIFICAnONS W/FLOOR/CEILING MOUNTINGS: J 55 }I'-10' il'-TO' 12'-I' 12-11' 55 it'-10'_ 11'-10' `_.. 5...__ 11,_}• IT-I AS INMCAIEO ON MANDATORY CONIXRON 02 __.. _ NONE F5, SHEET 5. RFOR A ATING., POSITIVE A.SD.DESIGN PRESSURE _ i'-r -I1-4' 11'-7'- 12_-,V 60 71•-4' 1}'-4' 60 10=2' 10F1 I- 65 10-10'110'-10- _I1'-i" 1t'-1T 65 - f0'-10' 10'-10• _ 85 s'•-5' I 1�-1' DETERMINE: L1+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. _70 'O'-Ir la'-8" la'-9' 11'-5' 70- 106' }O'-8' -70 8'-9' 9-4' Lx+-MWL.SPAN FOR FLOOR/GEIUNG NOUNTIxG 75 10'-1' t0'-t' 10'-4' i 11'-1' 75 TO'-1` 10'-1• 75 - EzLj ttExcEpT THAT MAXVIUM SHURER SPAN'L+-OR INSTALLATONS. ^--80 - -9--10• -9'-10 10--0-0"_ 10'-B' 8D 9-10- 9'-Ir 'I-"AND NAXIAUM ASA.DESNG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9--6' 9'-6' 9'-9" 10'-5' _ 85___ 9'-8' __I_9'_-fi• INSTAUA710NS INTO CONCRETE OR CONCRETE SACK RATING: 90 SHALL BE UA91ED AS FOLLOWS: OETQ2AIME: -95 9'-0' 6'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L1-=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. B'-4' LIMITED TO +64;72 p.s.f.AND B'-O'SPAN. SEE L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING _ 105 W-7' .7-11' 6•-9•---9•-4"- --105 _ _-_8'^T I T-T 1' MOUNnNG MOON SHEET 7. INSTALIAnONS. 8•-4•-1-•77�--8'-7' 9'-Z' -__- 11D _8'-4- I 7---r FIWLL MAXIMUM ALLOWABLE BAN 1S EO1)A1.TO THE 115^-, 8�2'` 7'-3' 8'-4' e'-t l' 115 - 8'-2' 1 7'-3" MINIMUM BETWEEN 'L1+','Lz+','Lt-'AND'L2-' -- 120 e'-O• t g-1i" e_2•- 6--e: 120 W-cr C-11=- SEPARATION TO GLASS SCHEDULE 125 T-10' I 6•-8- 8-a- 8•-5" 125 7'-10' 8'-8' AL W TO ANCHOR SCHEDULE WITHDE MAXIMUM ALLOWABLE SPAN AND NEGATE A.S.D.5 . DESIGN —130 - ^e• (( e-5• 7_t0•- 9-t• 13p 7-8"- 6'-5� PRESSURE RATING 10 DEM AE MAXIMUM ANCHOR s'-z• r=9' _r-9" 13s r_,. - 6_2•- WIND ZONE MINIMUM SPACING. - 140 7-5- jj s-11' r-7- r-6' 1ao -_ r-s. - s=,i• ASTM E-1996 SEPARATION �145 _7•_3:-I 3:-9•--'7:-5•- 7•_3• ----745 _ T-T S'-9' TO GLASS 150 _ T-2" .5-7�_ _�•--4•-i 7'-�'_ 150 ..7•-2• -5•_7• _ 155- i-a� s-s• 7_2. -s=s• - is`s-_ --7:_D— 5—_5.- 1 THRU 3 " 160 5-.I- 5'-2- 7' 160 6'_7 P 5'-2' -_--165 8•_}0• 5•-1• --7--Oa- 6•-4' 165 -- -6•_To"-_ ---s•_�"- 170_- V-9'- 4•-11" 0-H' W-2' 170_- 6'-9' 4'-11'- .. _ ._____ __� ..,_. -_. _ •175 8'-7Y a'-9' 6—s" 6—O` 175 6-7' 4'-9' 180 s'_6- 4'_B•--�-8.--5-1a• H V BLADE 185 8'-5' 4'-6' 6'-7' S'-B' 185 --.-. ISO 6'-4' 4'-5' fi'-6' S'-6' 190 6'-4'_ 4'-5•- _._. 19.5 - 6'-3' 5'-e- 195 C-IT' 4-3' _zoo e'-2- 4•-r V-4' s•-J- 200 - 6'-2'-- 4'-2' - 205 W-t' 4'-1• 6-3" 5'-Y 205 8-1' -'a—Y- Fl.OPoDA BUILDING COME:(Non High Velocity Hurricane Zone` ,,t` (f�(W��OgAAA' ®202o S6TEC0,INC. @2020 EASTERN METAL SUPPLY.INC c ....��T BERTHA HVTIA ,;'�?�''vc NS':' A. LEA» Accordion Shutter System �� O RISC. KV.RLAM#1 W/OR W10 XV.f n WN RAM ' ND. 1 - American Shutter Systems * TILLIT TESTING & ENGINEERING COMPANY Tv.x 01sQ�IlDII OAtE mumar:MILAI 0 s 512 �.r'J/j m»KW 35M SL.S1,.303,tgMM GAIM 14 RADA 33161A1lIlOCiatton, Inc. 1 OLD 17-107 7121= DOE 7/2/2020 a'o STA OF PIwe:(SDQ871-1530.FED,:(30S)671-1531 4268 Westroads Drive 2 DRAWING No . 47 a m00 wbcseadaom West Palm Beach: FL 33407 3 CA- ZO-1 64 '9�'•. P :4tA. owsns '�i����F`r`S��Ai..• a /SIGNANRE/DATE FLaORIM ua 144i197 3 SHE1 OF 20 N!1R!lttfll ANCHORa SPACING fl��,cru n c FO A GNEN MAX SIH A. SPAN_ S-D_ DESIGN NEGEM PRESSUR RA71NC AND A CORRESPONDING AIMUM TYPE Fa CDI� 6 OR d 20M ANCHORS SPACING LEGEND POWND CONCRSIE l A 0.c,D AND ON.a CONWEIE etax TAPCON OR (IL)WALL FffADEti.,Ft011MINC JWALL HEADER NOUNTINO WALI.��t101JN1IN0 (D)wALL SILL�UNIING D HALL 501 OtlNDNG (�& DIALL HF/IOER/S1LL TAPCON WDH ADVANCED sPA11 W/0 W/ ® W/01) II/ MOUNi1NG T14READFORM TECHNOLOGY (fl) _ OEM 1R1am PR MIX 810R. A1D.DE57{,IE610tA:PDEISLIS M7W(W_Aw 71tm 111GAME{SDS9GE PFLP(0 asp mist IOCABYE N�.SSJIa BHw(+Hsu OF.4at k=K HEWE Mw nso. DEW1 Raw PHE5=W1II�1D._. ALL POM SOLID-SET 301 4040 80 T78 00 1201W 205 JO 40 60 75 90 12a 1W 1 30 40 76 BO 120 1Wr205 30 40 W 75 90 1100. 70 40 W 79 OD 720 1W 20e JO 10 Gl 79 BO 120 I M - BLUE TAP 1 l2 tla O_ a a p e 14 2 0 8 8 a 8 6 14 M 10 9 B H! O 7• 12 t0_ 8 0 e a - t4 12 fo H e 8 H_a3 B p H a a e 7 0.8 14 M f0 9 a B B 6 14 12 10 D 0 B e H 14 I12 10 fi a 0_ O a 14 t2 1019_ 8'B" B 6 14 M 10 B B B 0e B B_B 0 p 8 8 8 TAPPER+ 1S 12 T 8"' a s B D f1 I2 ,o 9 e B e 6 14 12 f0'9 8 B_ 8 6 if @ 10'9 E, B'8'3 14 12 10 9 B a a' 14112 10 9 e a 8 6 14 12 t0 H e e 0 a 14 12 10 8 B e e a 14 M 10 9 a B B - 14 12 10 .4-Ad- E a B a a as 0 e e !7 14 12 10 9 a 0 e 4 t• 12 /0 O_ a 6 r 6 O 14 M 10 D a I a e e 14 12 10 8 I B 7 - - f4 14 12 10 B 8 0 8- ► li 12 .ID_.e .e--a-T6--8 14-12-ia-�I Ie -0--E-6" 74 12 70 8 i!_ a ObI- 14'12 10 a EE 8_ 8 e a B p"E e e a 14 M i f0 0 e a AS - 1+ 12 f 0 1 D p 0 8 4 14 12 IO 9 8 a I a a 14 10 10 9 I S B i- 14 12 10 D_ 0 a e e e e a e e eS is 12 io"1"9 "a`a 4 1+4 I to 1 0 a� p H 14 14 11) 9 B pie a 14 12 10 8 a 8 -1- t4/Y 10 9 'a a 8 B E is l a a E' 7 u I4 M_10 9 t p 8 •S - 74 11 to B a a 6 14 12 10NMI 14�"12 10 9 18 a6J 1i 12`f0 ,S B a' E I3.88 14 f2 10B e f 0 19 12 10 8i 0 i 7 14 12 10 D B 1 61411I10 8 8 Oa - - t4 i f1 fO 1 B 9 !a 4s i- n 12 10e a s 1• 12 10 H B'1S T = 14 1 M ID s - - e a s t& e 7 s a ii 1Y T70 i_a8 6 14 1- 14 112 110 8 8 i B e i3.5 u 12 10 -e 14 1x 10-"i'a-(=�_ is i i2 to H e-7S a a a e e 7s ss 4' ON SHEET 13 ` li 12 10 8 a p.e J u{12 R e B 43 - 14 72 f0_ 8 8 B O p 14 112 D3 7S 4 - 14 112 9s 7S 8S 3s - - B e a 73 8-5 48 3a 6'-0� 14 71 110 R 8 89 - = Ill to �p e 4'b T- to 12 i0 9 Bit' 8 6 14 12 la 9 O 4 - - 14 i2 10 9 IF I !t '6_8"a alp a 7S 11 14-Jtf'-o B 0-i 7 --� 14i fa1!`'-8'- - ,4 12 ,0 e i 9 9'ss ss ,4- t2 ,G 8 45 ={j{_ = T4 iz to H 7sa t-aa 9 7.5165 {fo 12 1f0 'D e s - - 1a i M r8 e a - is 1z w"o-i a -E' s 14 14 17 10 0 -5'=`i=- =u 1x ID�'9 t o 6$ =" '9 1 B' 8 1-a 8'i 6 143i- 14 12 10 01e 4 -1- 14112 1010 p as1J - 14112,10 8 e a, a - 14 12 a 45 - _-1^ - 1{ 12 8 es 55� B, p E163 a3 J - SS E72 10 9 8 4 ` 14- 1z 10 _H n as J u 112 to a e e s is t1 1a e e - - - u 11to s B 7 e e a 8 e e 7s e 74 12 IO B I,3 - =.{ I{ 12 10 0 1 a 4.1- - 14�-iz- to- D E 4 f=.14 12 10 ss 1_!- - - fa 12�0 a ab = - a e, 6e BS �'�-a-s .. -i--` 14 12 1t0 9 I"e s i-r-- 1, 2 to 21 ;a(-It i= 19 12 10`s - I- = is 12 to 9`s aS- = B a a B 7 -0 4 =. t4 71-10 9 73. - - U ,2 10 W - 1- $4111 10 9 e 4S - 1- 14 12 IQ -e aia -1- 14 11 7 _ 1 _ 74 t1 10 "�'_-- is 12 10 9 i B 45 - - 14112 i10 !1 BIB - - f1 M 10 7 !4 - - - 1�@ 10 9 B 3� 14.t2 f0 I.-- - 1f fz 10 s-re - - - t4 112 T10_9'e`i5= - 14 f2 aS a - I-�= - li 12 ai0 7 4 1- (t _7= a e e i i ss 4 J - • U A710N5 OF USE FOR t2 110 I!'--- 14 12 10 8 f B '+' - - 14 12 i 10 B a e - = 7412 9$�'- 1- - - is 12 98 79 49 =T--T- a B�17.5 0•3 - _ BLADE IA ON SHEET 19 U 12 10 as 4b - la M I0 1 4 l7S - f- 14 72 10 9 - 14 12 10 5_ _ _-�_ 14 12 10 0 7s - - t4 12 to 19(B - _ /4 L12 10 14 12 111 1 e 6.6 B•-0° 14 12 8S r 4 - -_�,-. 14 12 I0 0_{1r4.5 - - - 1+ f2 10 B 75_ I` t{T7fb 4$ - I=�- 14 113 7s 8 _ L E 6 75 6 S _4' U 12 to p a - - 14 12 f0 B 7 -1-T'= 14 f2 10 O"s =1- ,4 i12 S - "1- 14 12 'E 1 i- -1- B^B E eS as 7-1 f4 12 a5 5 as -I- 1- 14 12 la 9 3b - - - 14 12 10 1 0 8 -f- - to'-0 74 1 2"1S s 35 -t- _ 14 t1 10 D'S5- 74 72 to�9a.8 I.=j-'T-- 14 1z i`7i_'_i�-i- - 14 12 to 73-s =�- = a ere a a 6s as_. 1{ 12 fSS((3' 1=i..-_!- 14 t2 f0 l I J - ^f_ 14 12 f0 L9.J.-e__:.-I-7=i4 ios-' _ ..-i.-.I._ = 14 taa 7 3s -j.-..(__-.a-i s i i Las issa - - �14412 0143�i-I%1- 141210 91S - I- t- 14 1122 If0:D 1e,-''1 1- 14 It - 1- _`-- to 1173' - -1- of 8F7sa a -I=j= 141 t2 1 '- -1- - �L-. - _ _.f - 4 1 _ _ _-_ - - - f4 1a 7 1- -_1- - = a 1z Io'- i= -I� 12 101!= la 12 itlo _ 1 -T1-=-[23.5 12 s -=" `-- a i2 to 14'f 12 4_ j r_r-=t=f4 f 2 10 ��-ri- I- 14 ti 7Y 110 -.f-i- .=I- 23 fD __!._1.'..-__ [14 1 1 r I- t- - B B 1 7 1 D 45 'I - 14 12 ®a 14 72 fL- `-lL.-- 14 12 ji 10 i.-_ - _ - - t4fMIW - - -t-t- 17e 7t4S12'-0°f12 a -fz_ '%� 1 ice-tz1 I_.. -to ialt�.1 a-- -_-- =t.- �e3 ��_ _i_1._ ll�i : : j(=i= etess afT a; : 3tr, i- 14 M e t I - t42.10 1 1- 14 12 i 10 - I - 8E - - i-- -f- ps 4$ I ( I- a B e a + I 1;q ;z z -i= ,_L ::,;>? + —`, - - _ ! ' _ _ _`� i= =_ . :` _._ ae ,3 HV BLADE OR ;1} HV BLADE ,eI- 1=-I-, ,41,2 = _ ,11,1" _' i= = #8 _ =?- �'_ = Bra a ss _ W/�1/U HV WINDOW BLADE f4 12 --i=1- r=1- 14 is - -i- =- _ - 14112 - = -7=f "i- f.a - - .ispd4-I- -1- H 8 BB45 - -i=i- yyORKING IN UNISON p 14 M - - - - - - ,• 12 - - - - - - 14 _2_ -J- _- 14,_0• Is 12_ - - - _ - - 14 ,2 - ._E.__=_-- t1 72 - - _ _1st 8- - - �..t..-_-'-•- i4-17 - _ _{= a e e e 7s s - _f- - 141 �_ __ _- 10 4 - -__ =i=to is - - - =-i a 79 'e 4(� uh�si=i= =1=� =`u i2 =1 - t= 1, f -- os i _ _ 1-1=1-= es e� =1'=i-"1=i- e e s�it_I- -1 27 14 - = r =' 14 - _ _ _ _ 741- -- _ff T 14i_i- .-ji..-.I- 1= �a a-af 7ti9"-1- 14 1_ •-_-`_ _ - -_ _ _ �_ _ - - - 1, __ _.1..=L=. _ - 9 R .=r=-1=-1=j_-+= : 14' _ 1=-�- _ _ _i- 11 i_ - _ - _ - 1O 11-`�i= - -I--.1.-1_ -�-.. - B 7d..8._` i 1--1-i- ,o I41- 1- - I- -,- - • - _ 1- - I- - - 14 - - - - - - - 7 - J3 -I - -_ _1 =;_ _ l-' = u _ _ =r-�= - =j= —i .l'{=}_!_ _ i4 e uis`a t t- 1 t- y II 1G-o'ii=_I--1.=?=l='I=i= u - =i='- u =1"=l --_ e = -�=1 _ = e" - - - _ _ = s..4ssf`s .0 -1=}='_ - - =r a i'i4's� -, I �1�p�f� p7p�pg�I�r�r�1t a7 f-- -1='�= =i =1. 9.9 - - _ - _ -8g _ = - - �- - - = RONDA DUIIDNG CME lion Nigh Velocity Hurricane Zone ,•� �tkt1UiH 1, 02020 TLMM•otc. ®2020 IY1SM METAL SUPPLY,IN0. • • /r��ji, BERTHA H TN V�� = ©�Q ©w❑ Accordion Shutter System No.441 KV RXIE#1 W/OR w/o KV WNMW 19A i_ American Shutter Systems •N OEUMIP1ION DATE DRAWN Br: UP •a�t /. sy(� TIILir TESTING Bt EwC1NEERtxO COMPANY AssoelatMn, Inc. , CLD 17-107 202 ML- 7 2 2020 i�s✓ maa mv.26N S4 9r]0a•ww=GAIIDM RAF=J31 / o STATE P11mre:(s9s�i1-1aJ0,r44:p0s)In,-1s31 4268 Westroods Drive z %9p. F� ; W-mm> 1s41�mm West Palm Beach, FL 33407 J DRAWING No ,o OR► �.� oA-00oe7ID 20-164 ririr A.qt SEAL/SIGNATURE/DATE SHEET 6 1_OF 20 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES a HIL B>apGN[9EGAl1VE PIS RRRIG AN It>D ORDFI ?tl!Rr TITHE FOR�FHkEiE OR aD1R� 1t[Y M uZIONS ISIX MOUNIMS F.0.At H ON SHEETS a A:7) 1.ANCHDIS 70 SUBSTRATE SHALL BE AS FOLLOWS Erl®t maerVootAlloe 1too1 F OUR D amomm (A) TO DO WD POURED CONIM 7.PL re-3 ko (g)WALL SILL MOUN)WG (JO CEILING MOUNTING @ FLOOR MOLInNG - 1/4'1 TAPCON OR TAPCON WITH ADIANCED THRFADFORII 78CHBNOLOGY ANCHORS AS MAMIACIURED BY LTSV.BLALOM l Fa-3 A30 SPAN ANCMM SpAC1Nfl LEGEND - 1/40 x 31V ALL POINTS SOLID-W ANCHORS,AS 00RIBUIED DY ALL POINTS SCREW,BOLT&SPECALTY COLWANY.(IDh,ro a 3 ImO QU _ DE MN Ia9M RioS�&WlalD _ fl�t'E R@A__ SA L!17M FLF962 r_ - I/4:D BLUE TAP CONCRETE ANCHORS W/CAP AS MMEAC URM BY FLORIDA FASTENERS DIRECT.IND.(AFut.Pe z bi) TAPCON OR 30 90 60 75 Ba 120 16D 2D5 4D r 75 9D f2D 160 30 4D 60 78 90 120 160 2 - iME 0 ZAPPER+ANCHORS AS J A UTHEI RBEEO BY DEWALT,REGISTERED TER AND H THE DIED CA ALL POSITS SCREW.BOLT IA SPECIALTY COMPANY 3 ANY TAPCON WITH ADVANCED OFFER APPROVED UCD�A OR AURD(82ED VENDOR REG6TERED 1VIIH THE AMEOGN SNORER SYSTEM ASSOCIATAN,INC.(LriO.Pe=3 kei) u 1Z 10 _e a a a 18 14 12 iD 9 1 e a a e 14 /2 10 9 B e THHFADFORA TECHNOLOGY 3'-0' tI 12 10 9 B I B 6 B 14 lx 10 9 1 8 a 8 a 14 12 10 9 _e_e_8 B ALL POINTS SOUP-SET NOTES (Qt 11 12 W "Y 8 l a 8 B 14 12 tO 9 a B a_ a 14 12 10 9 a B 8 5 13WE TAP W/CAP At)MHOMUM 018MO ENr INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 1O 9 a e a 7 14 12 10 9"" a a B 8 14 12 1019 a a e a .ANCHORS S 7 3/4,AND FOR 0.11E TAP W/,GP_ANCHORS.IS_7_.1/2'.-- - l4 12 70 e a 7 SA SS 14 12 10 B a e e 8 14 12 70 9 e a 8 s _ _ TAPPER+ _ f4 12!..10 -o--a- 8 6 -5 14-12 1O 9--a'-a- -a" a f'4 12.10 ® a 8 B SS A2)NN01UM EMBEDMENT OF 1/4Y x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/0'INTO THE POLRtED CONCRETE NO EMBOM Nr 14 LL 10 Y e a 6 4 14,12 TO I)® 'e "e �A 14'is f0 D 9 61j 4 u INFO Sr1UCCa SHHALL BE PEFWTIED.114>ti20 S.S.MACHINE SCREW USED SHAH.BE 1 1/27 LONG MOM SHOULD STUCCO OW,AND 14 12 7C 9 8 a 6 45 11 12 tD C 8 6 8 SB 14 12 f0 s 'e't a 1 6 4O 1'UMIRM FOR WADS TWIN NO STUCCO. 14 12 i 10 9 7.5 9,5 3S - 14 1T 1U j�9 a a I e _5 74 12 70 8 a 7 O:i 4 •UE U��or� 14 12 10 9 8 I E 6 8 t�"12; 10 T-9 d 8 6 4b l4 f2 f0 9 a a 6 N �QB-'SH�t9 A.3)IN CAM THAT PRECAST STONE,PRECAST CONCRETE PANBA RAVELS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR, 14 12 10 9 a!7 4 74 12 iD re_ 8 6.8 S 3.5 14 12 10 8 aS 5 ].B J ANCHORS SHALL BE LONG ENOUGH TO REIM THE HAM STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 i 9 13)79 iS - 14 12 t0 f B 6 B 8 43 74 f1 Ip 9 I e a 43 375 NOTES A.1)&A2)ABINE FOR DISTAL IRONS ON VINYL SfOMO OR E n YOM OR YATHOUT METAL SIM COW 7 THIS E1.OW FOR f4 12 18.5 75 e3 45 -I- 74 112 7O 9 a 7.5 55 4 U 12 IO B _a 6 45.35 INSTALLAtION INTO EFS WIM METH•SiWS SFE SMEEr ZO• 6•-W 14 12 10 D 6 a 8{__ 11 T 12 /0 a e B((8 a 14 f2 10 OF T-Ci 6 'as f4 12 10 9"75 Ss' 3 i- 14152 10 Lis 7 as l-4 ] 7t 7$ '6 tp}as as 4 - (8) TO EXISRNG CONCRETE BLDCH:G6TL1 C6-90) "f4 Yl f0 Y 9' e - - 14 1 12 10 D e a9 9 - t4 11 f0 i ea!3.4 = -1I46 TAPCON OR TAPCON WITH ADVANCED TIUHFAOFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LTX DMLDDL 14 i tt 8 65 a5 3 •_ 11•12 10 9 B_BB 45 _JIB 14 12 t0 8_ 7 fi 16 J -1/4Y x 3/4"ALL POINTS SOLO•-SETT ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECM.ZY COMPANY. 7•-D• fa i,_s_io,j s_ a;e __, 112,7tf 19 -a 7 8 4" 14 13 10 9 73 8a 7 J -1/4Y BLUE 771P CONCRETE ANCHORS W/CAP AS 61ANUFACIIAH®BY F•1.OF0OA FASTENERS OIRECF,INC. 14 12 IQ a 65 4-1✓L 14 t Ti T 75(E 4-5 Sti - 14 IDS 7 55 43 35 - - -1/4Y TAPPER+ANCHORS AS MAKIRACIURED BY DOME.HIM,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY C011PANY OR ANY 1492 10.�"74 - 714 12!R ti•75 89 = 74 11 9 7 73 491- - OMHR aPrFgvm I.1'F11cTn OR AfIrHOIlQED VENDOR REG'6TERED i911H D�AMERICAN 5}B/rRR stSTETas AssOCWIDN.INC. 14 11 7 b5 48 - - - 14 12 7U of 5.5 4 - 14 11 9 7 a 45 J - Norm t4 12 to 9 a 85 - - 14 72 t0 0 8 8 4 - S4 12 tD a jay 5 3'S 8•-0' R B.1)MMMUM ETA wmw INTO CONCRETE am OF TAPCON.BLUE TAP W/rJP ANCHORS AND TAPPER+ANCHORS S 1 1/4'MID TAPCON 14 11 B.a 7 155 3 - - 14 12 a{1Ia t as 3 -_ 25,9.a e 7 14 9 - YAIIFi ADVANCED THRFMFORM RiCHNO1Dt.Y ANl310f5 S 1'. 14 12-9r, 7R 6 - - 14112 9.5 a ab 5 - - 14 f4 p 8 e.a t- 13 85 6.5 S_35 = _� 14 12 10 8 BS 5 :- - 14 112 B I B5 5 1 4�- - B2)MINIMUM EMBEDMENT OF 1/47t x 3/4'ALL POINTS SOUR-SEr ANCHORS SHALL BE EMRRELY ELIBEDDED INTO THE CONCRETE BLOCK NO 14 12 10 9_B _ - 14 12 10 9H75 4.5I_-1- 14 12 a5 7 55 g•-p' _ -t.__ _ __ EIdBEDNENT RNIO STUCCO 7DM11 BE PFIDIRIED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/r LONG MINIMUM SHOULD stu= 14 f1.a 75_6 4 _ - 14 11 7 SS 5 S9 --11 8 88 45 J.a - _ - EXIST.AND 1'NINDIUM FOR WALLS WITH NO STUCCO. A 71 a)es IS - - 14 12 4S C 7 55 1 - 14 105 7 S3 6 45 1S 8.5 a51 4 -I-I- 14 12 R 9 7`a 4.5 - _-_ 14 171 7 a5 4S JB - - H.3 IN CASE TH!1r PRECAST STONE,PRECAST-CONCITE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DaMC WALL OR FLOOR 74 12 10 9 75_)_ _, 14 12 1101 a f 65 I'9 I- 14 f2_6-6 8 4 - - )ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10•-0' 14 f05• 7 f.4 as,-_t- - 121 &5 e. a 4 3 1-1_- f0 79 5 "1(3 - - NOTES 111)&8.2)ABOVE FOR DWAUATIONS ON VBM SIDING OR WS WITH OR WRNOUT METAL STUDS COHSULT THIS EtXL�ER. !4 1 11 7S7 S8-t-t- - 14 715 B 6 5 4 -1- 25 95 6 8 T 4 4 - FOR INSTALLATION INTO En VEIN HE LEM SILOS SEE SET M OS a 8 1-i- I-1- 14119 a fiSt85 4 - - 1J 10 85 9 4 3 - - 111-0'14 12 1D -;- - - 14 12 1 9 1 7 9 t"l 1 5 7 Sa 4:3B S (0) ANCHORS SHMLL BE INSTALLED M=MG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2585 5�� -1- !piS 6 i45 41 J -� 8 7 45�35 3 -I-t- 14 10 7 -I==-i- a. 7 6a 4s)_ _ _ 15 L5155 s5 J.7SI-� (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 93 7 49 _-f- •- - 14 1 t3 7b B I a - -I- 12 1 9(6r45,�4 -74 12 10 -i=I - - 1�1j. a 8At t31 t01494 - - - EDGE DISTANCE VERSUS SPACING CMULE FOR ANCHORS12'-0' 1._13 EST 4.5-�-t - - 11 t 8 68 4_1 S6 _l� 8 1 6 4 - - - _ MAXIUM ANCHOR SPACINS ARE VALID FOR EDGE DbTMCES INDICATED BE1DW.FOR E D.LESS ITIM THE INDICATED.REDUCE ANCHOR SPACING >b 951 9 -I-I- - - 13 9.3 0.9 a i - -I- 03 0 S -(- - - BY MULTIPLYING SPACING SHOWN ON SWMLE Of THE FOLLOWING FACTORS 0 85 - �__ �!- 14 10.5 7 165 451- - - 11 8.5 95 4.6 35 - MOT AM FOR EACH AN 14 12 - - - 7s 119 73'0 i- --- - 12 B 6 45-7 ..- REDUCED 'OBTAINEp THIN!MII@N�At:IHG AC 0 --l{------ -1---r- 03 8 f- __ - -I,_ 10 I73.S 4 _.]i--...- _ 75 99 4 3.- ACTUAL (- �_.._ 125 i%s - -1- - - 12 9 s 4 4 I- - - 9s 7 S 4 - - EDGE TAPCON iHR RM 7EAPCON WITH Aff"CED ALL PDWr SOLID SET BLUE TAP W/CAP 7APIM LNG 8 e - - - 1J r93 e5 a -I- - - OA 75 a ji3 - - - V LADE OR DICTANCE eM1 SPACING a ASH.SPACItiG-r MEN.�AC9R6-3 1/2' RAH.sPAL71w n 3' 3 3/4' 4' T4 i2't =1- T4-ha5 7_5S j __ f7_ eS s5 • i 4'•-fl' f0 75 _ i_ B 7 4s a5___T='= - 7 a SA _ _ 1 HV MAIM W PDIIRED CONCRETE& PQF®CpII� CRAa1E UPON POURED C@lQtE1E& FOURED COME &FgND @A$lE 1)OETBTE HHWOH T _.�.__ .---- - "` corlcRETE eLat24 CONCRETE BLOCIf CONCRETE BLOCK131 B - _7=- -I- 111' a 1'sr4.5 - -1- - Y 66 45 �•5 MR.En-3 I(Y W.Ea.2117 NOT.E[L.3 tlC MIL E4.21/E YA - _ -I- - - 12 9 e - - - 9.a 7 4A -I- - - - ago 1A _ DA4 1.0 14 f- - =1= =_- a5 10 as - - _f- y6 8 8--1j' - - BLADE WORK NG i. 3 fa+ to Mt o-31 r MN a-r 15•-O'9-_ _I_- _ _ 9.6 Eln 4 = = = 45 s 3 - =i=_ (N UNISON O 21� ---'---=------• _. - 05 e a - - - - - a 8 e 4 - - -:- - _ Z - C.71 - - - 0.51 { _._ _I_ 115 a_---.�. .__.- o e5 4 -_ - _7 1:-. - 1 S/4'_ _._..�; Off__. - I_ _ I--.. I.__ _G6 9.a B 6 - - 4 - - - - - 8 145 3 _I_ - - ss a - =e 18" ROM BUM E CODE Non igh VelocityHurricane Zone' `N1►U LI fill I(IAAAAAAA 02D20 TICTETb.ING 02020 EASTERN METAL SUPPLY.INC. 11 Tu S'P''\ycE se'�''� �p�ac�®A© Accordion Shutter System No.44 67 '� )I,v RAX#I W/OR W/0 Ilv WNXI l BLADE *' * iILLIT TESTING & r NaNEEmNG GOMPAAfY Amedean ShuftRr Systems onataP11Dt4 RATE ORWH sr: M.P " 9375 N.W.SLIT.SL 2t.=.VOMM CAFM.FtOMOA 331 268Ass W stlon, Inc.Dri , OLD T7-107 12/ZOTC DAte 7 2 Z020 STATE F Phe-:(3I1SJ871-1530.Fax:(3D5)371-153i 4268 Westroads Drive x t''tOA,•, 'FOR Q. `�. a maw 1A 9. West Palm Beach. FL 33407 3 DRAWING No � O111A �.../ / W�DA Tic.#/44157E a S2EEEi` 64 AA i�AIEAL SIGNATURE DATE 6 13 Or 20 MMMUM ANCHOR4 SPACING (61.1 SCHEDULE FORA MAX. SHUTTER SPAN. A_S.O DEIGN NEC-9TNE PRESSURE BA71KG A_ND A O RRESWWWING_MOUNT?MM TYPE FnR CONCRETE dR CONCRETE BLOCK IMMU 710N5 (SEE MGAOI+=A A N k L ON SIEET 7) PaURD ANCHORS SPACING LEGEND SIMMAOM ( NAtlt DPER S 1 TNENQI J♦�RA?MARO MOUNTING ©WMI.JIE1AOR MOUlOING ©WAUJYlAM OVER MOUNTM 6lalti0t _2_-... TAPCON OR OA IE.99i S AN I4OW RB6 Od AM M521 MOK FMM MIND 00,SM MM rW PIMM MM OW MM MM PRISM RBNC TAPCON WITH ADVANCED w 4ti co is so izs,aoizas 30 40(eG T5 i2o 160 205 30 14o eD T3 eo f20 iao 205 3D 40)s0(is[eo hao,�2as tHttEADFORM TECHNOLOGY t+ 12 1io a_ e e tx 1z u f2 a 13 7 7 7 _ ws _ s I a s ALL p01Ni5 SOUD-SET 3'-O" 14 121tD'9 B_ 6®_ 8 12 f2 17 I12 12 f4 n9 7 7 7 7 7 7 7 7' 7 a s ie 6 5 3 5 S f.-_ 'R ft 12 110'8 8 8 fi 6 IS 12 12 12 R5 8-8 43 7 7 7 11 7 7 7 7 rss a 518 S'8-i 6 a 0 BLUE TAP 14 12 110 9 8 to 9- B 19 112 12 12 12 1f0 78 9 7 7-i'1'i 7 7 7 7 s"'S 6 0 S 8 5 5 TAPPER+_- - - - - - 14 12 70 8 0 I0 e a 12 Ix 12 f2 I13 y6a eS- '_!--.7. T_y.7-7----7-=fi8 4--a-is- 5- - . 4•-0"IY 12"to `B f3 1 a E 6 12 fx 12 12_12 10.3 7 S.5 ,71j 7 7 7 7 7 7 7 9_ S - 14 12110 9 B I a a- 13 12 11 12 US_ a I S 4S J5 7 i'7 7 7 7 7 5 a 8� 5 7. 3_ 9_•'9 5 i 12 10 'a'a s It a It 12 1@ 12 -ID 73 ab 4 7 "7�7 7 7 7 7 1a3 a 6 5 ti 8 IS S b 14(12 10 9 a -6 e 6 12 12 12 11 9 7 1 5 4 7 7 7 7 7 S.$1�4_ J 5 7 S s S S 4 3 N j12 10 6 a s 6 6 t2 12 t2 12 I0 T3 SS 4 7 T ) _7 T 7 7 7 T 5_S•S 5 5 S 8 D' 51-D' 14 i12 10 0 B 5' 6 IS 12 12 93 73 6 4.5 3.5 - 7 ) 7 7 7 I7 iS5 5 �S a 5 94-m to It - a'1 8 6 12 12 12 Me e i e 4.5 1=' 7�7' 7 7 1 7-,a T 5 IS s 15 e t a 5`!4` #SEE ANCHOR /4-L12 f0I9. 1e_(e a Iz 12 A13 0 7s 63 4 1_� 7 7 7 y 7;-,7f- e3 3S - s s 8 15 s a5 3sI- SPELIFlGTIONS 4iii21to s eyt.ale a lz 1x lz 1a a_6 ss?�. 7 7 i- i' 7 7 5 sssss ON SHEET 7314�112Co9 a 18 'e I B 12 fa 8" a 3 S 7777 s 4 e" - -^-t " -1�112 I10 e a I a e 18 i2 12 lRd B M5 3 75- 7_..7-7'7 Y. 6SM e-"e- a' •Js` 5 14 12 to 9 9 0 6 a 12 12 10 S 6S 5 - 7 7 I4 MY,to 9`a a 6 a 12 12 toeb 7 B'4 3 77 7 7. 7- 7 7`!E it e 519 8 ;0"TO S 7•-0* t- ---I - - - !. 14 12 10 9 66 8 6 6 72 t0 03 9 4,3 3 - - 7 7.7 7 63 5 3 t=!'I S S 16 S S Y4 3 is tiz in s e 1 e a a u 12 es 7 aa's - - 7 ?7 1 7 1 i 7 s i- 4- s s s 1 s' S`s a I- Q VALID ONLY FOR UP TD +70, -75 14 12 ,O 9. e a )s - 1�14,e.9 7 53 4 3 - 7 7 t 7 LSs 45 1 3 1- s s s s 43 3S - - PSF AS.D DESIGN PRESSURE 8'-0' ,4 112 l0 9 a e s - 12 12 ,03 7b 6 4.5 a5 - 7 7 7_ 7_ 7 f i.. 7_ 4 5 5' s a 5 s s s' RATING & FOR SPANS PER 14 i 12 70 8i6_is - 72 i 9 s 43 i-J 7 7 71 7 s5 t 4 S-__ 3 S s aF S 4 15 _ SCHEDULE#3• SHEET 11 14 t 12 10 11 o a E f e = 1-2-1 11 73 0 s 75 -'= 7 7 17 17.5 o 43 1- -"5 5 S 5 1 5 4S 1- 14 112 70 9 1 e �_ae_1-+- 12 n13 73 6 s 35 - t- 7 7 E.5 s 4 - - - 9•-O. 74 f1210 9 Ela -�-_17 f293655.5 4 3tt- 7 7 7 7 7 7 a_ J S ai5 9 8 5 6 6 _i__._-_ /4 112 70 0 E 1 8 - - OJ' a a 4 33 - 7 7 7 a S S.S?- 6 1 5 5 6 t S 4-y 14 12 10 1 a e a - -12 10 as s 4A-`T- 1 -7 7 7 es 5s = - 8�--'J.-e..I Is r3-T7= 14 12 10 1 0 e 1 a - 12 Ins 7 S5 A 3a - 7 7 3A 43 13.5 - - 1- S 5 LB 14A Ja _ - 14 12 t 7D 10 I e-1 E-�-- 1!1 a 6 J.Sl ''7�7 7 _8"s?s s 5 s 9 s5 to-0 LL �E- - - fs -72T�IV`0 __ a 1-_ - G3 7 143 35 3 - I- 7 7 i,i!a 5` 5,!3 S !M 73 - 1L 12110.9 i e� b`i- - 12 8 1 6 5 4 -� 7 7 ) I b s -4 a 9 t b N3 9' I- 141121f0 I 9 is to 1- - la•MS 6 S 4 13 1- 1- 7 7.$ 74(j 12 70 9 6 1 8 1-i- 12 t 10 7 n5 4b 35 1^ 7 7 1 y 7 t_7 1 7 35 S 5 f 5 f f 9 5 S S 4 11•-G 94172 70 9 18 11-1-�1 I' �' 4 7.5 7--�_ ] 7 8 i5 11 I_, S S !�{3 4 3-1 -I1- FSS . _ ;_ I- 7 7 7 169 43 6'TS 5 S 45 - I= �1? HV BLADE ONLY 14 12 tot 9 S_IS_ -y- )- .13 a3 SS 43 35 - - ?-_ 7 7 4,s)!.5 - - 7 - S 5 4.5 3S 3 - 14 11 90 17 9d 63 5 4 Jai- 7!7 7 :7 7 9 3_ - S B 8 5 B 5'43 IY7 -- _-_ - u 13 e` a)- e a (4 3 -'i= = �'I'T tts as s7 -_�-.- - a 9 1 9 4b 1 4 a` - 14'12 110 9 a I- -10 78 1 5 14 7 7_ e_ (' _ _ 1_ 1-_ 6-' s 1 IS s 4 =T 14 12 10 9 a 1- - OSI a t 5� { 3s - _j 7 IaS 4s 3.3 _ _a_ a Iss 12 12 In9-a I- - -_ i3Ln5n�__3.1 a is id J-L 1 7 7 •7 7 7 ss 5 s t 5 s_ 5_ a'4s IS6 14 12 1 9 �a -_�-- 7 lSS Ia.7 3 - - 1 -1- 7 7 i5 { 3_ 8 I5_S �_1� 3_` - f-- 14 112 10 9 :0' -i- - B 7 45 5 - 7 7 tSS 4b- i- _.._ S t S S 14•.S 4 19 12 10 9 - -? 1D 73 5 14 3 I- - - 7 9 {_ 3 - _ a _b_ 4_I 7 - 1- lq,2 ,O 9 - -!- - 0.51s - 4"r351- - 7 7 7r7 774"!- - a 5 SIS 8 5_ 4jE 14•-0�14 12 10 Y- - --j- 45 s J_l-" __ a 5 5 - 191210 8 - - r-- - aS aS-'4 =T- - �- - 77 6d41=1 6 3 S 4 - - - 14 12 t0 - - - - - 1 7 4S 33 - 7 55;35 1- - 1- - ts'-o'i7 12` fj_�_ i3s_��1__ 14 12 10_-, {- 6'4S_7 _ - 1- - 7 7��ss{3 ( }y- _I 14 12 HO - +='a a 4 - - )- - 7" 7 I5"f- - -7- 14 12 0 - - - - - 38 4 33 - - - - 3S,{--,- - - 0 5 3-s - 16•-0 14 /a io 7 7 19 7.i7 8 3 �1 0 S S S 6 43�58 14 12 1= - 6 43 3 - tt-"I- 7 63 4 i __ 5 .s 4 3.5 14 12 I 7 7 4.5 - - - - a 15 4 - - -I- RIM BUILDING CODE(Hon High Velocity Hurricane Zone, ..1Y��1�(111' � GIG"1117M INC. ®2020 PASTERN METAL SUPPLY,INC. ,o� 1%" ...,. •.li'''l BERTHA VTM �? ' CEN F':�� ®�m ®�fl Accordion Shutter System No.44 7 1_ - � H.V.BLADE#1 W/DR W10 KV.WMW/BLADE TA TILLIT TESTING 4 ENGINEERING COMPANY Amer(ecn Shutter Systems .N DESU6P1wN DALE GNetial er Mn M5 N.W.3M St.St,.3M v1a W GRWM FIAWA 331e Assoclatlon, Inc. 1 OLD 17-107 /z "M 7 z 2oz0 STATE F _ 4268 Westroods Drive z .0,0, . Pn4no:(393)57f-lsto.rs::(3as)Int-153, DRAWING No .�` .FCORI .-nmil:191�mteom West Palm Beach. EL 33407 3 �a&.R s67 20-164 rqr SF�SIGNATURE/DATE SHEET ran 1 u a 14 20 .—POURED CONCRETE OR ------ POURED CONCRETE POURED CONCRETE ,.--FCUIqED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR COHCRVE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED DUSTING CLASS i EXISTING GLASS CONCRETE ANCHOR l EXISTING GLASS 2" EwsnNG GLASS 0 16.O.C. 1 21 Aim ........ 9m,ON WL BE 07 T M AM SEPARATION TO DIM(SEE ON F WL TO CLASS(SEE 70 CAM(SEE EQ� WIN"(W`EW)ANO 7131 CLASS(SEE SCHEDULE ON SW ON SHEET 11) S=ULE\qN Q SCHEDULE ON SWET SHEET 11 FOR MAW OAND (a 11 MR BLADE(DAM ON SHIMT MR BLAOEOAND ON SHEET 19 FOR I ON SHEET 19 FOR (LOCATE AT -TTL 5 E?, PLATE (LOCATE MADES(D& Po' EITHER S113E 0— '7 BAUM & OF SO)- AT-WHER-SIDE OF®) 4u I,OR 2"112"NUN. "! NAX. NEW =5.\ _7 T4. IlO.,/2. a I ':� (AS ARPLICABLEW-1/8"W-2'#IOXII/2-S.M.S., ALUMI M CUP ANGLE pox C__ a 16'O.C. ALLOY)AT FADHEIGH T, 1/2-S.M.S.TOG)& 'N (2)1/4 p TAPCONS ANCHORS TO f OR (g�K WALL AT I-O.C. (LOCATE AT SEE DETAIL X FO • EITHER WE OF DETAIL X FOR ME CONNECTION OR (D OR SEE (b OR (W%�k� TO TRACKS SIDE CONNECTION SEE DEWL X FOR! -�gpg—.—Gg —&�go To TRACCS SIDE CONNECTION 'TO TRACKS - EN O ION DM3 END CONNECTION DETAIL CONNECTION OFUL -END DETAIL q r H REQUILEO ONLY FOR SPINS GREATERIIIIAN 12'-0• CONCRETE OR EXISTING REoIIRm CONCRETE BLOCK YVALL E)VISTING GLASS GLASS -Is— EM SEPARATION .-1/2 &M SEPARATION 10 GAS(SEE 0 16 SCHMULE ON SIM < OR@OR@Ofl TO GASS(SEE -zz:� *------------ 1.FOR MADE GAND CONCRETE 1/2-ION. SCHEDULE ON SHM ------- ON SI-M 19 FOR ANCHOR 0 • y 11 FOR MADE(DAND BLACES(Da Q 12"O.C. -—---- ----- @C)R@OR(90R(@ 6 fS CCNCRETE_' am Sim Is FOR E ANCHOR M&0 OR(q 9 1 OR@OR 1008 2'WIN. 2'VIM SEE LIA1 TLONS OF BLAD USE:FOR]lX OR E 1A ON SHEET 19 VIEW 5 "1 1 1 1 (D OR ELM DETAIL (1)OR 41.1� POW LED CONCRETER CONCRETE BLOCK WALL END INSTALLATION REQUIRED J)H V BLADE OR 46 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 19) END CONNECTION DETAIL @ FLORM BUMNS CODE Ton Nigh Velocity Hurricane Zone', 02020 DOM UETAL SUPPLY,INC 02020 n=Q,Mr. 66ky"A Whi Accordion Shutter System No.44 67C -I-�� /WTV C 0 lac, A F1*a9eAEI KV.PLADE#1 W1 OR W10 KuVdMW WX ,— P 7 Amerlean Shutter Systems CrS:w= DATE WINN BY MPTILLFT TESTING & ENGINEERING COMPANY h3soclation, Inc. I OLD 13-1w STATE T W"MW 35ft SL 151*34%MM Gkwm TIMM 3310t 7/2/21121 DATE- 7/2/2020 M [31RAWING No PI—Y (3aB7I-lWO.I=:(3D5)073-1531 -p 4268 Westrcads Drive 2 �.wt Ufttotwl=m West Palm Reach. FL 33407 3 1k0A`-"ZORI —16 CA-00M 19 WALIER A TIUJT Jr.P.E. 4 20 4 FLORIDA U�1"167 5 11111;IU11111111 SEANA L/SIGNATURE/DATE 6 SHEET 10 OF 20 ALTERMTE INST ALLATION WILHV -T" LOCK HV MALE/FEMALE "T" LOCKS CENTERMATES QS 9 & LOCKERS in W f 0`1 HV BLADE SEE END CONNEC'nCH MAILS ON SHMS m&IN INSTALLATION n HV BLADE OUT eq IN .�, tmnNc CLASS s��, W os�x f � oAaE �;�W. ONHD CENTERMATES ( AS MLv-As urar�t FLaaem NAOE® troo hw. —�'" J o-©•o-b�•®- SwH .Hwa eE a wMN„� ---- - '14" 1"I'MAlt tm SHOM IN Tin _.-......__ _ .. - See END WALL CONNECi(DN-..... to to 0•0•®-©•0•6- Ir�-,e war/AlIDL vasE M/�1/s%v,DGmt I �. 4©• ---{=J i- $ t`"'.r=:*-• .NoaRs too t acDnE _ cavrm,uu __ Ci41rw a rA3 ARCIE(»P)i I ,r >r•r�r nA,Ia+a,r 30*HV "i" IN (�a"(,rD) IN---`�FLV. -• m �i Cm O r n a gr�`v K (INSIDE) , Man —A --r— '� OUT - 31 oM(3�2 ' j oM©2 K@; (35' 31 ap© 0-20 x 1 1/2" S.S.M.S. �.4' t- 35�-- ; s�NOXCM a SH U ' * W/ 7/8"d x 3/32" WINGNUT. (OMAQ HOR-WIR OUT HDCLHVC r`�" an sN� ® SYMMETRICAL HD CENTERMATES SYMMETRICAL HD-CENTERMATES ®0 HV "T" LOCK (OUTSIDE)- }s»e.a Ala(6Ra1 WOW%:34� LOCK EXTERIOR) 1N/ dZ& LOCK (INTERIOR) (1D26-13 AUOO IARM RAM TM ®-®a©.OoO i()•®m AS M NURIIR.DART g OBY AVOM C --®'®-®•^ ®'© O7W4HOW aO DAR9DPENY,NE►JF1L47 8•®-®'®-��®-®•® Six trove ON toms RM0 Ito®,oaa ON ShM S RtaACI:a aAoc®aoR.Noo~Nuo is wcm FOR AL asaenuns Max 0AKQ FLOATING STACK FLORIDA BUllDING CODE on Hi h Velocity Hurricane Zone CM201tL,EGO,INC. (02020 EASTERN METAL SUPPLY.WC. BERTHA MV,a ATr3S.SaAo Q; yr ENS Accordion Shutter System C'® 1NC H.V.WX hi W/OR W10 H.V.WNDOW BADE No.441 7 Amedcan Shuf er Systoma up k- ilWi TESTING do ENGINEERING COMPANY °�°H7ON 2/2 a��' _ ' ww N.M.3M Ss.srd 3De.rnma,GRam3,no=3318 268 Wtatton. Inc. , o1D 1i-TG7 /2/ GN,G 7/2/2020 -p=. STATE Phone:(aas)371-,s3a.Fox:(sos)es,-,ail 426E Westroads Drive 7 $�. �tV` rma�19 eom West Palm Beach. FL 33407 3 DRAWING No o -.�toRt 20-164 �SEAL/SIGNATURE/DATE SHEET e 9 OF 20 �I rA', (a (> i--,io UHnl'ATIO S lItORS OF FLK ti BEHIHA 1.VAX"0.DESIGN PRESSURE RAlpifk+110,-T1D Pat. t 2 IMX sHURER SPAN:Sir 3.AUMED YIX1410MA,0.0&N ON SMTS%7:AS WELL AS UCUUMM G(A T.U&W ON SHMS 16&17- i / 010.Y C D M-A,ESE Q®(BORN� ORA.atOWm r 2�1 . ii S1NlIEIIIICAL _ PPOSN BE INCLUDED ONLY SIDE OF i 4 IN �OA' fA. N16T • � • • B.(ll)FN WINDOB 61ADE©SHALL 010.Y ALIDW A IIIUI,IIIN OF 5 OPFND$S ... TYP.FA END I� I • • i (310 HORS)FOR©PIER SALE AT SPACINGS SHOWN ON SHEET 4. (a)MN.CLEARANCE FROM TOP OR SWOU EDGE Of LN WN00W DUDE 1Q LUX.S WINDOWS 3'' • • / • ,•., ,•.. °. OF ANY 3'A HOLE FDR®sNALL BE ir. ALLOWED AT EN 1!i �I MUM BLAME Q I. . (C BLAME 1�BI/IDE COMM OUT FIt01l STARIIIS AT ENDS MAY BE HV s • • • a • _ ffl! •. ,•' // r• (D)NU WIN�W(1!$AOE 1O VUST BE USED ALTEfIATE TO A SOLID RV BLADED 7HROIX0i0Ur 9MiER"RRfM. •I / • • • • I'/• • SHML ALWAYB LIE mrAUID ADJACENT TO A Sam)Hv -45 o � (01pJ10E 7 AT 171tm1 SLDE OF THEIL M(F)POLYi'i1R"-*3 HV WOiDOW®SHALL BE 'im 50 7fj�TAB FACE DRN&OF THE OPEr�IG BE87G PROIECIED.FIV YIItlDOW Ley Um BE SEE EEQEND I • • air. •• [,"9 • 1 ° ,{,) ONLY LNSMED LAID LOCKED USIING A 1N SETDND 7001.FRIDWDED BY ASS4 DETAILS ON SHEUS i r b V' 1 1111II INC. 10& OCHr._._.!� { 1 S.SEE ANCHOR SPACING SCHEDULE FOR ISfg1AN US WO W000 FRAVE FULL H 1'� �& 1 P r Sa 1BN0D2 AS S}EET,6.As trarED BY SPAN AND IrE9ON LOAD(SEE NOTES e I� ' 7.SEE ANCHOR NCI9Jc SCHEDULE L, INSTALLATIONS RRO SPOURM LWI `I COHlY2EiE OR COAIi�YE B1DCK WALL,�i STEELS 12&13 AS LWIIED BY ' SPAN AND DESIGN L00(SEE LADY=1&2 ABOVE). B.YI/DUIIN SEPARAWN lO GLASS SCHEDULE.PER ASRf E-1996: .. '3� TOP&FUR EHEMS) W! •_.�;2•on m 6 7 WIND ZCNE ,MMULI SEPAROM TO CLASS - ' � `— it� 1 THRU D 1� NOL S,PAM0IDN 90 GLASS oLSILNG Glass— ELEVATION •-y5�mcnnc W SFF'f it RR BDIIE� __i_____...._.___7� ` 1 — _ ON THIS SW F13R BEADSQ _-__ 121P22 \ SYMUR.AL CENIUMIES 2�f 2�?j %0 0(SEE r oC�E AEICW TYPICAL 1' HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE !A SHUTTERS N.T.S. AIM BU (OQE Non High Velocity Hurricane Zone' 2020 EASTERN VETAL SLIPPLY.I= '�� BERTHA HV7m ?``���p`�•�CEN ` Accordion Shutter System -- 1 L 7-7c-7® oNe. o o �► o Kv aAM ff W/OR W/a Kv WMW CLAM N0.441 7 Amerfean Shuffar Sydams v. OL CWTION DATE DRAITN er Up i1LLiT TESTING&ENGINEERING COMPANY Association, Inc. , OLD 17-1I7 / UM- 7/2/2020 STATE 0 GM eW'35V's" sa`'� ILO=vle 42fi8 Westroads Drive x ` Phan•:(3mIsY1-1530.Fm::(3DS)871-1531 DRAWING No OAID �t. e-maI IIt•e•0o•Leom West Palm Beach, FL 33407 3 CA-Cowls 4 •aQ— 64 WALUR A. � SEAL/SIGNATURE/DATE R°" A B�µt67 5 SHEEN AL Cac AAAnnuuuu a Is OF 20 i (SEE MOUNRINGS ON SHEETS 18&17). L.J B BTRATE RUCE PINE SOUTHERN PINE No. 2 W/MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE"llR SOIIIR -_'__ 1/y'MIN, CDX 2 W WL G-OS5. FIR NORTH FIR SOUTH DOUGLAS FIR W/MIN.G=0.50 W/MIN. G-0.43 W/MIN. 0-0.36 PIYWODD BIRO"W/ W/ MM.G-0.43 w NTH. G--036 CEUW_MOUW-T. VIALL-MOUNTINGS._ .CEUNG_MOUNT-T--WALL-MOUNTINGS-- -CEILING-MOUNT--T WALL MOUNTINGS -FLOOR NOU NGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.D.WALL MOUNTINGS ILO.WALL MOUNTINGS 8.0.WALL MOUNDNGS M. N,OkR W�NX M. N, O � R Wdt X M, N, OQcR W& X PdcO Sd V SRiV S&V ®IiBEIEI®R�({� O�IHi17E1®iBPAi(1/f •ti usefl__tf�asax{_�_tl-�-�erslaEla_ma®c�q r7�-N_�E1�tl�f:(_�1 ^Dsra�-a-lc�las�R®64A Da9r®-E�1r-ts-�e>nTe(I� a®rm_nl�ases(rsl - c®fH�9tsvx-Naar fdl l:�D�1�11®Ee_Dc(rA 30 40 60 75 OS 30 40 60 5 90 105 30 40 60 75 BO .GS JO 401 75 60 OS 30 140 60 75 90�05 JO�40 6075�90 65 30�40 611175 90'105 30 4D 60 75 90 Cw'30 40 T60 75 I90 OS JO 40 60 75 90 05 '-0'Ol LEM 12 10 110 9 8 IS 6 6 616 6 6 12 10 10 9 8 8 6 6 I.6 H 16 6 12 10 tO 9 B f8 8 8 B fi fi 6 6 15 14 4 413 12 12 1212 12 12172112 12 12 12 12 t2 12 12 112 12 4'-D' 12 10 10 9 8 !B 6 6 6 6 6 B 12 10 10 9_ 8 _8 8 6_�6 6^I6 16 12 I10 10 9_6 6 6 8 6 8 B 6 8 r5 9 4_ 4-I 3 12 12 12 12 12 12 i'2 12 72 12 12 I2 12 12.12 12 112 12 _3 12 12 y{16 i 70�8 6 8 U 6 6 6 6�55 12 10 10�9 8 8 6 6 6 6 6 6 12 IIV 10 9 B 7 6 6_ 6 6 6 5 6 15 4 4 4 3 12`12 112 12 12 12 ? 12 12 12 12 12 12 12 12 12 12 ty�� fi'-0' 12 I10!1 9 8 85 6 6 6 6 5.9 45 12 1p 701 9 6 5 8 6 6 .5 _5 4S 12 T10 IO 9 6 8 6 6 B �5 45 Ef 5 4 4 - 12 112 172 12 112 112 12.12.12 12 I72 12 72 12 12 12 10 18.5 ^T-0' 12 10 I f0 9 6S 3 8_6 6 5 415 4 12 10 ._70 9 5 ] 8 6 6 S 4 3S 12 j10 f0 7.35 - 8' B j 8 _5 4 3.5 8 15 14 4_ - - 12 12 12 12 12 12 12 12 12 72 12 0. 12 f2 12 b05f6.5 r7S �6-0• 12 10i107S4S 8 6 6 5 4 512 10 101635 - 6 6 5 .935 3 12 10 104 - - 6 6 i5 .5.}JS 3 8j614 - -1- 1212 7212�12 12 12 12 12 12ss11�9512 1Y'L59 73i.5 ;0 O' 12 10 7S 4 3-g f^ 8 6 1~5 14 35 J 12 10 6 13 - 6 6 4 5 J 3 12 10 S 3 - 6 B_44 5 J, 3 6 S J-- 1-I- 12 11 12 12 G1�9.5 12 12 12 .0.�I8517S 12 12 19 17 11'-O• 12 10 5,5 - -I- 6 6 45- - !- 12,10 4SI1- - 1-. 6 5S 35- - 12 10 1- - - = B S 4 - ( B 5 - _.-f�-_ 12 12 12 12 10 J8S 7 3.12 12 5.51 8 1 7 12 12 B 65 5 4 fY-D•„ q10 - _-I- 6 6 4 - -_ /2 10 3S- - 8 5 351- - - 12 10' - - - - 6 6 3S_ I- - 6. 5 _ _ _I- 12 72 12 1 95�6 12 12'17 8S 7 8 12 iS756 5 4 -..4j j3'..p• - - - 6 61- - - - 12 10 - fis4S - - _-_ -_ 127.5` - - f^ - 6 S -I- I 6 4.5 _f� 1-I- 12_12 12 ID�8.517�572 12 10 8 BLS SS 12 057S.5 4.5 4 - -i- 6 {5.5I-1- -•- 12 7 - - .5 45 - - 12 7f - - - .S ST- - - - 8 3 -f� - 12 1T 12 9.5 6 12 12 9S 75I 6 lS t 5]4 3 _I- - fi _j- -_l 12 - ,_ -_ - 5 - - -_-_ 12 - { . 4-1- 6 i- - 1- - 12 - - - - - 5 - - - i- - 17.5`- I - -- -T- Sf- - - T- - B - -{- j- - 1212�70.5858.541? 128655315&55S 4Sg f 1, HV BLADE OR (1) HV BLADE Wf I AI HV WINDOW BLADE WORKING 1N UNISONO •ru uu�moxs ar us caa Ruo. A oR sIIa7 10 'F NOTES ON ANCHORS REQUIREMENTS:WOOD SUBSTRATES. 1.ANCHORS TO WALL.BOOR OR SOLID WOOD SOFFIT SHALL 09 AS FOLLOWS: 3.SUBSTRRE SHALL CON56T OF THE FOIIDWIRG: —SOUTHERN PIKE Ho.2 W/C•0.55 OLDS) iZ4'4 I1IFCOH ANCHORS.AS NANUFACMM Bi MW.9UOD1X W/HD MUM DMEOU MI AS yr"IM AT -DOUGLAS FIR W/G-OSO OLD-M) SECTION ON SHEETS 16&17. -9PW10E FNE RR NORM W/C-DA3 OLDS) E MEPTIM SEE NOTE 2 MOW. - MCE PM FIR SOLFIH N/G-4 (ADS) -AK 1/Z•CDs(PLYMM(1986 APA) 2.ANCHORS TO HOLLOW CF3M SHALL 13E AS PER IWUNINO THE U.SHM 17 AND SHALL C@EST OF {A8 SCREWS AS PER MOS 2016 SPECInCRIONS 4.ANCHORS SHALL BE MSEA11FD FOUAM ALL OF THE R6C010@EOIM S AND SPE1gIGR10FS OF THE ANCHOR'S WNUFACMRE7t FLORA BUflDOiIG CODE(N9on High Velocity Huraccne Zone, a`� p11Tf it,N/10',' a2020'rL=,ING 0200 EASTERN METAL SUPPLY,AYH. ,,a fti 1 RTHA 1 TM `o, �ooElu ''•:!9 s MIL ®�� �o�o ©�© Accordion Shutter System • IM 8M#1 W/OR W/o KV•WITDOH RAW N0.44 7 = 371 j 007.v s Amedcan Shfafter Syskma a1arDWH4N+ OwE MP TILUT TESTING $ENGDITERING COMPANY it AaaoclaHon. Ina + OLD n-1D7 Duc 7 z/2ozo *: Is3as ME aem.St.ac. HRR+A Q✓UOF7S.RRRru STATE F non:(30 PLOZ14 1510.FOa'C=Wt-1531 4268 Westroads Drive 9 DRAWING No �A�•, P;:�y`. e-mamtaEaoecmoan West Palm Beach, FL 3340� 3 '''��D '�........ •abE1a���F�ll/SIGNATURE/GATE nAFmA u-0"107 a SH E1' F6 0 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & MA HV© BLADES AS APPLICABLE S + — O NST L S 0 OD�I H L WAL WALL FINISHB TED TO 105.0 psf. S.D. DESIGN-PRESSURE-RATING, SEE SHEET 19 FOR MAX SPA ,_f/4'/TAPCIMJ OR A.S.D. DESIGN_PRESSURE RATING FOR INSTALWTION WITH BLADE 1 & A WORKING IN UNISON T - N W ADVANCED TRREA F RM TECHNOLOGY AREA ro EXISTING - —.___....-__� _.—.._Lp__. APCON WITH ADVANCED CN THREN7FORN TECHNOLOGY I r--TIleCON WONTnf i cHNOLGc+r '--- w/1 1/2'ID„ PENETRATIa OF THREADED AREA TO I f /1 1/2 71n.PEA><OwnoN r{EADEo aR _ _.I•. EXISTING Woo0 HEADER. ___ "�' wool)HEADER.(SEE 5CH&UlE ON SHEET 15) °�"SASS(SEE TOR 1� • r' J^'! i` (SEE SCH&OLE ON SSW 15) t'' __S_� �I � - -- p m GLASS(SEE i - 1 - t /4'0 2mt3/4•S.MACHINE SLTEDIlE OR 9fEET SCREWS w/1/4--2o NurS --n-�-�®�- _ oe�x f I- 0 12•-D.C.... _ - -- -1 ON 9RII IS NR 3' 7 I t .. - - r- 't i I 1'bT -- ii FXSTD:G a BA[FSOecQ ;(.,. .. EO-t.•EO= GUASS--1 • z r, I', I � wain._. '17a I IX 1 .,.�u I (! -�1�a,1151 tom•. R1+SHi II I _ H1 p E7,IsnNc IDN. FINISH .z1a'WOOD p vasnNG MN. HEAP REONREp �I -'()OR ® _... t •._214'WDOD r �^. HEADER REQUI7& ��i,l ,I 1'yA TAPCON TECHNOLOGY TON WOH ADVANCED -xisRNC '•' MN.SEPAPADOt I I 1 IJ' Y�.. .,,1 i. t Min'.PENflRAT10T1 THRFAOEO MEA/70 GtASS� TOO (g �. 1 t 9GLASSJ'1 mow w=Kam L— eCHEDUL DWNG 17(SEE Sp3ml�ILE ON SHEET 1 .. 7 ( I is "t i (SEE SCHm7HE ON SKEET 15) � {{ f _... <_. 2x4'CONT.SILL ( ml sm 19 FOR KI', GiJ�SYp t ) ti I , II',, - I W/'Dk:X 9a® ______�_------_- ._ _-.•.-----_I_1 tt PLATE RE". BY WALL s_-------__- ---...---- 1—' OO ITV WALL SILL INSTALUTIOM -HEADER—INSTALLATION M HV WALL HEADER INSTALLATION -• °_---_�-•--_--_-__-- I_�---_-.'! ----- �_ !}—_�_� I E70SIING -,0-_ .. NIN.SEPARATION TO CLASS 7 7 oil -� AUN.SEPARATION 70 GLASS GlAss—•d JI' F-I'_ ()� pp�➢.IG /� (sEE scHmtIlE on SHEET n) -.o {SEE SCHEDULE ON SHEET,1) --- - , MIN SEPARATON TO GLASS 1 K G7Jl¢-� O1(55--•f I ,' WOOD PLATE (SEE SCHEDULE ON SHEET t1) 3.X ! l!! f REO'D_-L SCEM =➢ I. i J1 ts :r"ci,. ..,, Dp= USING 1/4b-1z 0a3 /4•ss7. SNCHPIE MR 072 D.C.NIJIs®12-_-Wql i I i 11 • XOSH ;� I I fi 2 x4'CONT.-Yom . ' y, ..t -Ep�C'= REOb.P1a1E • 'z! .t$'•t J _E. I—�---�f•bGn. i ..� ;I' 'y it 1t f 1 I - 1/4 0 TAPCON OR TAPCON WITH ADVANCED t h ! I' 1 1 '�It. I1 1 THREADFORM TECHNOLOGY W/1 1/2' ,K t ','.i :. Y 2.4'COM ! Min.PENETMM111 OF TH11EA°EO AM 70 1/$A TAPC@1 OR TAPCON YIRH ADVANCED 't 1 11(.�,� ` .. `,SILL PLATE i I EXISTWC WOOC HEADER. t' .,, :. 1/4.0 TAPCON OR sY2tE, RETI.O. ( 'li'•'. l; ! THREAOFORAI 7ECHNOLOGY W 1/2' _ __:__. _N- JII •` (SEE SCHEDULE ON SMELT 15) Min.PENETRATION OF AREA INTO PI.YWODD ,i ` TAPCON WITH ADVANCED 1-S E SHEET 4 FOH TYPICAL _ SEE SCHEDULE ON SHEEP 1 7/2'NPL 'HRFN7FORN TECHNOLOGY SHUTTER ASSFlI9lY. _ ._._.—_ ;_� _-WALL FINISH ( 3) EXISTING MN.2x4• PLYR000 REO'D. W/1/2-AOn.PENETRATWN OF 2-NOUNIINC SECDONS CAN eE �� STUDS O 16'O.C.MAX.__.: TH,MADED MFA WO PUMM CONBNEO N ANY WAY TO 1/2'MN.COX PL*R=D REO'D. REO'a PLwtoOD TO 8E waLL (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALIAMIL ®R NV WALL SILL INSTALLATION '-EMSTING MN.2xe STUDS a 1S•O.C.MAX.REOT. ATTACH&m s7ops N PLYWOOD TO DE ATTACHED To STUDS N ACCORDMCE ACCORDN=WWII MATH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION •sLE LT of ©HV WALL SILL INSTAL TION F.B.C. mAOE A ON SHEET 9 n=B1 Nl;IOIE(NDn High Velocity Hurricane Zone' 11 (1 02o20 EASTERN METAL Isom.INC. A ©2020 TaXECO.INC. ' ceiv Tl1A NV, s �e���o�� Accordion Shutter System No.441 r -= ��_ sae. wv MAM#1 W/OR W/o N.v w�►ooLv a.amx TILLIT TESTING h ENGINEERING CObIPANY Amerlecn Sllfziter Syd=9 Y.11 DE6Cf�M CAT[ DMLWN W. " STATE 0 �` Aenoetation. Inc. f OLD 1�Toy /2/ DATE 7 x/zozo IDSS N.w.Ith sL sle_3D4 vDxam,e+rm6�s.RAX®X1 3a1 4268 Westrpods Drive 2 4(, Phone:(3a5)071-15JD.Fwf:(305�71-1s3I DRAWING No �nWL aft' West Palm Beach, FL 33407 3 �ii�(CiSs+%••••••• �yc�,EO WALTER A.IXWT.It.P.E ' 20-164 . Ai ONA1. N`� RAWW U./4416E SHEET�apnnuulDl SEAL/SIGNATURE/DATE D OFO INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 17) HV & 31 HV* BLADES (AS APPLICABLE) MAX, SHUTTER. SPAN L+ OR L—_FOR INSTALLATIONS INTO WOOD WITH HV 9=1E MONLY ,,WALL FINISH $14ALL BE-LIE T 5LQ paf. -A.S.D—D-F-SIGN PRESSURE RATING, SEE SHEIET 19 FOR MAX SPAN & DESIGN- LOAD FOR INSTALLATION WITH BLADE fj)8c OA) WORKING IN JUNISON 1/4-0 TAFCOM OR cams THREADFORM TECHNOLOGY 71-7 TAFCON WITH AWMCED EDGE(W AIWCAELO STIWCTUPAL ADEQUACY- f "/40-20.0a S-S. OF EXISANG WOOD arem HERD 70 13E CERDFIED BY EXISIRIG WOOD HEADER. rtTRATION ; MACHINE E)OSTING WOO- 5) 7 SCRM REGISTERM ENGNEER OR ...... (SEE SCHEOULE Of -jL TRUSSES OR RwrER a 24? W1 Ite-20 NUM, ARCH[MCT F;WR.T0- 0 12 O.C. SHUTTER 94STAUAMCPL 7 7 O.C.REGME CIV OR 4 0 TAPCZ OR AWAMEO MOMM Swwr 76D .---31,r M=TM TECHNOLOGY :J •2.7 :/ 12 ON Ell-, 1�_ __ ........_-------1'x4'xl/B*CI)Xlre ALUM.TUBE Elf OF TIUM%mm f ri,�1 _ (SEE SCHEDULE ON SHEET 15) or @ or @ VGSIING WOOD WEADER. W3 X 0 Ir O.C_ LAMER—W LOM LAG SCREWS AT )or @or @ UKNAMH OF EXISMG V=O U7 i_EIMM 2794' NOMIL01 Dw HEADER REWD OPEN HOLE AT EACH. CLASS MIN.SEPARAMOM TO GLASS STUD To ACCEPT or (SM SCKMULE ON SHEET I i)— MO 1101THREADED ARFA VALID FC1Z .5 Cl41IER OF TUBE INSTALLATIONS VITH 72pd IDMAX Asa.OMGN LOAD SW MAX SPAM THIS MO SOWAIM IV R&TALLA710 G OMY VALID @HV WALL HEADER INSTALLATION "WR OR(w 11 FZR wa W FOR WOOD W1 HIM.SPECIFIC ON CUSNOTIS SHUITER ASSDIW MIW(Dlkg FM OR SOUTHwq PRE X.2. hIMSHW 4 FOR WFIAL • CORMVEFEUPIOLF Om As DOLKIM 2-NOWMC SECOONS IAN BE COMBINED (DHV CEILING INSTALLATION IM ANY WAY TO SLUT ART WrALLAMM. U,IM CEILING INSTAL TION s5wxm I TOG, C1,OR(W sonam C 16 V. GON 70 CLASS J SEPARAM N TO GLASS EESCHEDULE -CA\ ANCHOR I LOCAEON EIFNG VIALL 3/8 ZW MIX WOOD HEK AW HEAD TEX DECK RWUIRED 2'XG"UIN.WOOD0 Ir (GELD\E3r,'OR am REQUIRED(NO AUJ=ED) FINISH ALLOWED) _EDGE OF WE OF DICK DECK IF IF APPLICABLE ,.�%V=rt EDGE OF DECK' EDGE 4 APPLICABLE I/4-f-2Ox3/4-S_S, Tj �'f TL4�1 TAFOOM OR Mr.. -MMM UM Hun ADVANCED MACHDIE SCREWS 1/4-0 ZWCON OR TAPCOM WN ADVANZ�M- Mr.-SIL PLATE THREADFORM TECHNOLOGY --20 WIIS I/W*WCON OR TAPCON WM ADVANCED THREADFORM- _2-IRx__7_ -Min. 2-ULR�- M I t� IHRMFORU TECHNOLOGY W/1 1/2 N 0 12 D.C. PENEMAMDU OF THREADED TECHNOLOGY W/I Ilf Mn.PENEntAROM OF THREADED OF AREA 70 EXISM WOOD HEADER.(SEE EOSMG WOOD HEADER AREA 70 EQMG WOOD WADER.(SEE SCRECIAS ON SHEET 15) _j: SCHW-E ON SHEET15) HV (SEE SCHEDULE ON SHEW 15) • HV_ FLOOR INSTALLATION Olf-V WALK—OM INSTALIATION WALL SILL INSTALLATION =W-­&' FOR Un CME(lon High Velocity Hurricane Zone. 119T Ult" 02M EASTERN Um SippLy.INC. W020 Tam.INC. OFERTHA HV-P, Accordion Shutter System ,*No.441 7 RV. RAM#1 W1 CR W/o KV.WNWWX Amadcan Shuffer Sydems 101.I M COMMON UAR CRAZIER OP. UP Tuff TESM&ENGINEERING COMPANY Amodallan. Inc. OLD 17—ID7 STATE 0 OM HN.Nth.SL.see VRM GLWM FICIM Ufa _FA/20Z Fhw :(30WI-153O.fox:(M)MI-1331 4263 Wastroods Drive a DRAWING No F10RID tfte.oaatwn West Palm Beach, FL 33407 3 WALM A.MW CA-0=57 11 P.P. 4 20-164 ...... J1. FLOM W_0 44167 5 SHEET NAIL EAL/SIGKATURE/DATE 1 6 17 OF 20 4 I E D 1 STALLAT ONS(DI -HV BLADE OR WINDOW BLADE INTO 2"x " MIN. WOOD STUDS nr r . ZW in( sum -" f`� ; i . '.Jv _ ;r v>rtaw°awuuarn ®Jar„°w \r �.. a` irJ roWmallam �1 �GnsmB sus �. F7M7II1,•MASS -. 00.5rQ0 CLASS + W315V".GLASS `I I I L' rI!)EX .."',>t(%;w l Yet arm (Sff >Ll'aaW. mm¢ae saT ..K••."" _ �Fa![ 9aII RYiWP.�-'•[.:' + •�:`:f.i'':2'•� EO®g1E a19RT ahg.,y. 17 G61 eras FOR tio^a.':..:• - n rat eaexa:,rro ,--f6 !aJY raw.ax a less is ar! ------ a me eurE�era r ra am�s sa W 9EFJ a9 PoR Baas®e9 v�CLOMp z a+max arnsata� WALL 0 �FRON m�� ' emsat■�I t we is mxrn xx5--- me as y _•__._ { (ma'n 0.0 t=Ce�paaaeu rORQT� ~t .OR®� mrwmem(:A d ro -= -----� Sm germ x rw i s¢�aa.aron - ttaR®' , saEmra®nwn 4" •.f�d3sp•Q�Cg�•f;� S�•L�O•.7s•(•�•�•t3� scE m z 'aanrs �T� ®d3.00•� •' •€�- m moos '@�•Q�-d�•b�-v�"d�4- 5�7•Q-L•t�Q•4��_ -O-c:C�•O•�•Q�- �•£4-Q�i•d�•®- L�J•O•Q3r0.O•Q�- m•�.�.®.p.�. ©•O•�•C*3•�• �9•d�•�•Cd-J•i�- C�•43'Q�•G-�•d� �`®�•� END CONNECTION DETAI END CQN NECTIO Al D l END GONN CTION DETAIL Q) END CONNECTION DETAIL® R L@F Wmm M f]w5ra& • (S91G3fD afn7 elf IDh DWl 17-0' !�S'.jAS4 Tat•ktL i9Gg .1/•L LPa111 ANOS66 I/a t.PCCi n111mti poll Y•uc �- •� -.— SmES iECO? V r/JY To YJ 1 S YX` Ole aAC F)O'1i B6 QA4 f RT�Q7ROlmr O AY aC . -� arm�xx o r2 of m ♦SEE U6SAttONS OF USE FOR , 11rta. ,� a amuo b•- MARE UA ON SHEET 19 L_rr [5: O1amm } reaCW `i t ','• ' L LJ ' V ;r _ —�--_ -llcxV""l'10' Q1�l4 74� ,16�5' !f r5•i•u .�•em.•,i T. (DaR fe •'A\j �_�� '42- IDER rt�Q�•QI I>-QJ Q9- srws araa - rg�1 @ Q�'®®`�QA• �.e��l DI:TA4L X END CONNEMN DETAIL END CONNEGMON DEW 12 FLORiDA BIfMIMG CODE(Non Rgh Velocity Hurricane Zone �\\O' JJJi 02020 mtEco.wa 02020 L7SIM HEM SUPPLY,dit �a`r3�Q,`'•�j6ENs TJ9�% B •RTH HVTM ��� ice'�A® Accordion Shutter System • AID.4416 =_ 1 L E C 0 I t�e. ILv RAGE LEI W/OR W/0 KV WM W MADE s't' �tr - Americcn Shutter Systems gy. alsrla•nat+ MATE 1 ar ua C TILLIT TWNG&ENGINEERING COMPANY STATE OF � Asaoalatton, Inc. L 17-107 /2/ a e 7/2 2020 • "'20•�� ws x.sme se.R.yes wmxa wAms ctoamA ss, yylP�.,RQRIQA Phtie:(sasyals-lass.Fa.: s>a>,-1531 t Pal WBeat , t. 33 s DRAWING No gJ�ps'SO G� - e-bra wm West Palm Beach. FL 334D7 s 20—'6¢ JJn UO�A tqa a�+,a WMM A.u�44ssi s SHEET RE SEAL/SiGNATURE/0ATE 6 wz-6�53 MVMMCK40 INSTALLATIONS Wj 1HV BLADE & HV CENTERMATES 2.00or Mm wn.C rALV.On I METAL SUDS AT om nt. -W ® r Old INTO METAL STUD WALLS---------- 1 2 .47 NS AND CONDMONS-OF US 14CO NCO)MINA GENERAL UMITATIO 14V CO SHUTTER ALUMMUM SLEEVE QQR-EIERn-IA(I BLADE AC -RMON 6063-75 ALLOY �134.4 Z I Q4q=MUCK MIL "Q� CF., 'x V. a SYSTEM INSMI-AXON TO META G Ir mc. -L MQ WALLS AM A-=GRAM 40 SEPARATION TO GLASS LE ...... CAIYANIM rASIMM SCHEDULE 41 W1(2)1&1/2'TM: ilo'nmr FINISH JI i.-MAX. A.S.D.--DESIGN-PRESSURE RATING--+75,-- 75(psi) lqqlpR&OMOR FACE_ AS APPUG*Lr6 MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM MIN.SEPARAIM Asrm E-1996 SEPARATION -j(&LENMH+ l"L E)QSMr GLASS--� TO GLqSS 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS f. 1100-2OX30 0()LT (Typ-) 4. ONLYaENTERMATE WI;U24 W LOCK ARE ALLOWED I THRU 3 MUST PENEiRATE ro WITH 21 ARRANGER A ETRICAL LAYOUT. USE OF (2)A(6-LONG. MINIMUM) MUST ALWAYS BE 4 4' 1 3/4-9 6 1/4-x a=-THICK EXISTING FIMSH INCLUDED AT-E)(TERIOR OR INTERIOR ACCESS SIDE OF WNT GALV 5MM W=CKW!m AS APPUCOLE CENTERMATE. 250"-1- �-.050' GAL M,=10'RII)s S 6L -i WMAIS ON IT—, l— FACIE ke a'O.C. r 1/4'0-20 THREADS 7. BLADE SLACK DETAIL HVF IS ALSO VALID FOR I leg Em CONSTRUCTION 1/2' I CENTERMATE 21 APPUCATION WITH BLADE 1Q ENUM-FAR-LOK-810 I.br - 1 1/21.0,0V THICK --Q�,b -ASIM A-653 GRAVE 40 0 6"O.C. Min.G-60 GALV.STI COMPONENTS ML METAL SIXIVS AT Ir O.C. WALL HFADERMLL INSTALLATION EXISTING FINISH AS APPVCAME SCALE 318'= I" (Typ.Top a BOTTOM) I 3/4-x 5 714-x 0.035-THICK MZn. GAIJV.SMIL TRACK CRANNEL C -ZE—XfST—I /=A-653 GRAM 40 VaL C-W NO CLASS a SYMMETRYCAL SYMMETRY-CA N- N. INIENIOR EXRRCR FACE a w"CENTERMAMS�-CENTERMATES 1 , ..- . ": SCHEDY INJERIOR ACCESS SIDE:,"i 7: 77' IN (6"Min)w- 2) ,fm� -r"ll"L 2- 10 21 Laca ED AT 12 KV 51/st ms VIEW Y --.3 1/4'Cryp.)-- SIDE CONNECTION TO TRACK C4) f-1n'\ " V -(Typ.) 1 1/2' (Cant.) 6 11g 7 WX SLACK BLADE SLACK DETAIL HVF ROM B (ODE On High Velocity Hurricane Zone� it I 0=mmo,mc. 02020 EASTERN METAL SUPaY,BIC BERTHA HV-m Accordion Shutter System f 0.44 6 KY.RAW#1 W1 OR W10 ILV.WINDOW M40E TiLur TESTING& ENGINEERING COMPANY Ametftan Shaffer ems mv.NJ ascapm am OMAN er ALP OW UX=6 St.StL=V=A C RD=FUNX4 3310moduflon, Inc.. I OLD I?--107— 7-2/2020STATEIF Ph� (305)71-15306:( w-1531 4268 Westoods Drive 2 Fil �11:b Uwftw=m West Palm Beach, FL 33407 3 DRAWING No FI INIUMC AA-.0 T=RW71jgr PF a4 S220- Q1F 6240A