Loading...
HomeMy WebLinkAboutproduct approval S it IM, a=Home Log In User Registration Hot Topics Submit Surcharge Stets&Facts � `��ii�a Publications _ Contact Us aCIS Site Map Links Search ( ti,. - N I Product Approval � � USER:Public User uet v e >Praduet er Aanl dolcallon eoa ti RECEIVED --_-�>Ae i Lls >Application Detail FL# Application Type MAR 2-4 2022 Code Version n St.Lucie County Application Status Permitting pproved Comments He Copy Archived l.• Product Manufacturer Address/Phone/Email American Shutter Systems Association,Inc. 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetai.com Authorized Signature Bill Feeley frodriguez@easternmetal.com Technical Representative Address/phone/Email Quality Assurance Representative Address/phone/Email Category Subcategory Shutters Accordio 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.,Tlllit,Jr. P.E. Evaluation Report Florida License Quality Assurance Entity PE-44167 Quality Assurance Contract Expiration Date "a creditation and Management Institute Validated By 12/3i/z022 Jo my 1(ampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence , I_.7t39 P'I.q 3L-----AD21 S:i1 11S:?,a_f3l«�3t] 3,IAlf Referenced Standard and Year(of Standard) R rd ASTM E-1886 year ASTM E-1996 2012 ASTM E-330 2012 TAS 201,202,203 2002 1994 Equivalence of Product Standards Certified By Sections from the Code 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 Summa of Products FL# - Model,Number or Name Description — `---~— Bertha HV Accordion Shutter- `Blade Extruded aluminum 3-(Non-HVHZ -Drwg 20-165 I minum Interlocking blades retained by trac�(top ) 9 and bottom)for storm protection Limits of Use ------ i Approved for use in HVHZ:No L Installation Instructions Approved for use outside HVHZ:Yes ('�%3Z9 1110 .fir DRWING ASSA Bifapdf Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation E lu tion Reports Positive ASD load and 13'-0"for 35 psf negative ASD load the Created by 0 Independent Third Pa�~.e HV3 blade w/o window blade,5'-2"for 110 psf ASD load for Party:Yes HV3 blade w/o window blade and 8'-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. Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained 7tracks Only-(Non-HVHZ)-Drwg 20-164 and bottom - .__�_...... )for storm protection . Limits a UseInstallation Instructions Approved for use in HVHZ:No ., Approved for use outside HVHZ:Yes l=l�,_ly9 210 IT 0031111nlr ASS A gtADs pdf Impact Resistant:Yes Verified By:American Test Lab of South Florida, Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level"D':Max.Span is 16'-0"for 30 s.f Evaluationj.- Reports negative ASD load depending on centermates and locking rod Creat d by Independ Independent Third Party: configuration for the HVi blade,W-0"for+64,-72 p.s.f.A.S.D. rty:Yes load for HV blade for Keystone mountings 7'-0"p,s.P,for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 respectively of installation rawl s fo other spans and essu S. 389.3 Bertha HV Accordion Shutter- -` Extruded aluminum interlocking blades retained by tracks(top 1 COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Inlstruction_ s -`-- Approved for use in HVHZ: No --I Approved for use outside HVHZ:Yes I I— F �10 LDAW ASSA aDE1 2 1Z( Impact Resistant,Yes Verified Sy:American Test Lab of South Florida,Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Evaluation Reports for Blade i and 18'-0"for Blade 2.See schedules on sheet 12, Created d by Independent Third Party:Yesgr 25 and 28 respectively Contact s:;2601 Alai,Stene Road T-II hasse--F� »aoo phone•850-4e7-+o�w The State of Florida Is an AA/EEO employer.Coovrioht 2oe7-2D13 State of Florida ;:prlvaev Statemen - �::Aseessibllkv Statemen ;:R fund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850AS7.1395.*Pursuant to Section 455.275(1), Florida statutes,effective October 1,2012,licensees licensed under Chapter 4SS,F.S.must provide the Department with an email address if they have one.The emalls 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.Tb determine if you are a licensee under Chapter 455,.F.S.,please cudk Jima. Product Approval Accepts: EJ 9-9 eCh6gkLai Credit Gar(.1 safe GENERAL NOTES.- 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 OUTmIROI�OF THE FLORIDA BUILDMG CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCOY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONAIJIY FACTOR Kd=0.65,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM CA-SO.)DESIGN PRESSURE RATINGS=MATED ON SHEETS 11 THRU 15.19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1• HV BLADES(1)& If1A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS GENERAL NOTES SHEET 1 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. EXIT USED IN 7HDR SYSTEM COMPONENTS 1-20 SHEET 2 BERTHA H.V.ACCORDION SHUTTER SYSIEM•S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER STEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 00214.01-03.#0715.01-03,01004.01-05,01214.01-05.60317.02-06•10609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE n AND FN WINDOW BLADE 1nA AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE WERE PP I CART Fl -HV WINDOW BLADE 0 10505.01-08 AS PER ASTM E-1B86 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2. 3)BASIC PROTECTION ONLY AND B 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 2.HV BLADE 1 AND FN WINDOW BLADE INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 O ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL U TIATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERM H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x275-AND d14x1.75'RESPECTIVELY.410-Hr MINIMUM SERIES CENFERMATE DETAILS NV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kei TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksT AND 35.7 ksi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 6 005-TS ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 01-6 OF THE 201S ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DM 50018 WITH SO ksi MIN.YIELD STRENGTH AND 90 koi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ANSI 304 OR 316 SERIES STAINLESS STEER.WITH 35 bi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS FN BLADE 1Q: 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT(i6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT 05.458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO�ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFi11/CAULX AREA 3' HV WINDOW BLADE �ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CON71N000S CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: FIV WINDOW BAD n ON Y 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;1-WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NDT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (o)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.EN6INEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (0 ORIGINAL P.E•D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE HDn High Velocity Hurricane Zone' -�((jll(11111 �A4 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. `.�`P���,....:: t/r�,, BERTHA-HVTM �.• ��CEN F'.,9 I L�_O , Ao S o S®A® Accordion Shutter System FLV C:� C . BLADE#1 W/OR W/0 RV. WINDOW�.ADE r ND,441 T �� American Shutter Systems TILLR TESTING & ENGINEERING COMPANY v.N 11-RBRION DATE DRAWN.BY: M.P Oi4 N.W.ism.5L.S .30.5.vRamA HARDENS,RDww 3310 As80claflon, Inc. 1 CID 17-TOT /2/202 DATE 7/2/2020 STATE C F �, �� Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive : '�'• R e-moil:UTleco0oel.eom DRAWING No `p•, kr� a- WAITERest ?elm Beach, FL 33407 3 00LUIT J ii�� COI •,��`� A 71LL1T r.P.E.P. 4 20-1 64 I";, FLORIDA FLORIDAUc B 44167 5 6 SHEET 1 OF 20 ,�v sm © ns N vawg �i134 �; _2= _1.918• 1 491'_ l D-454" a i ` e-NO><.l r � �n 1.200" -T�a- I I `� of .o9D; ni i v1 �- I I 1 4.371� ases' I __ a.857' VI L, s_999: V S D� 3Q HV UNIVERSAL �I DATER ^ 37s• ry� .• 0 HV 90'/180• STARTER COVERED UNDER US PATENT 5458179 °r QUALIFIED FOR USE W O QUALIFIED FOR USE W/ HV BLADEOI 4 V D CT / A DO a 6005-75 ALLOY AND TEMPER ALIFIED FOR USE W/ HV 6 BLADE ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADES 6063-T6 ALLOY AND TEMPER 3.226_ _ L500' 6063 ALLOY AANN�D TE .37J•-1 m r — 085• - r _ 1 �_sse_ ,01 ln?•) i �,n. �o; __ zs7a• ! "� .670' 2.226'_� 1 -- ".—. .994'11t_ 67.E_000_i i ry .�A72? �_� \\mot- \ o! 1 _i1842wL . rfr lu _ o_072' (0)HV ADJ, ADAPTER W/LIP QUALIFIED FOR USE W/ HV n A -DV ~ --.920 RA ©HV ApJ. FLOOR TRACK BLADE 10 \\JJ QUALIFIED FOR USE W/ HV *9 HV TRENCH TRACK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ ITV BLADE QUALIFIED FOR USE W/ HV BLADE 11) 63-T6 ALLOY AND TEMPER BLADE(D ONLY. 1� HV RAINGUARD 6063-T6 ALLOY AND TEMPER vaRlEs ! 6 QUALIFIED FOR USE W/ HV 0 0 1 6,. o - BLADE , • 1.917• ~ M. T' VARIES _11936" n (� __ '--' 11 19150 !!' _ .. _ 6063-T6 ALLOY AND TEMPER of - 083' I 083' !.083' c� .083' _I •r, .___.,-Nox-.i- I t -�;' .'I' .093' in a,I--i_- Lom L- p"alf- ---4L--529"..._ ^i 100•- - I II• MI__._-___.___ — __ .125• N 1b k-^t r�4• �^ .060• - !6705 I .093'o: __.A`�3 j61 70 i 1.666_J m 670" � ._ n.. y 11 HV CEILING HEADER `5 HV HEADER/SILL 13 HD CEILING H AD R/SILL -----3szs•f`_ Q IFIED FOR USE W/ HV BLADE(1 ONLY, QUALIFIED FOR USE W HV BLADE n, ONLY SEE SECTIONS FOR VALIDITY- 6063-T6 ALLO�AND TEMPEfi" QUALIFIED FOR USE W/ HV BLADE(D 4HD E 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE(1 ONLY. --K--• TI 6063-T6 ALLOY AND TEMPER I I r— r y; �I COMPONENT A 6 T7 )JI MN X MN.Y Mt1 t I n ! X Y t it 1' 1' 0.062" a y, _2" 2' �0.125' 5-MAX,j 0.192'i 0.192" L 16 SIDE ANGLES I---------8----- OUAL'FIED FOR USE W/ HV ALUMINUM ANGLES t9 �. 2.5- !7• 0-190• CORNER POSTS BLADE(1 QUALIFIED FOK USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. - "-----j �_._ BLADE(1 2• 15-K=q 0.139-10.731• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ® FLORIDA BUILDING CODE(Ron High Velocity Hurricone Zone ``-,�jlttll)111 � 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. �iy�,,, - - //�� //��,, BERTHA HVTt:, Ao����/'�e 1 L ��O i N.. Accordion Shutter System No.441 7 — C7_ Itv BtAOE � w/OR w/o Hv WINDOW BLADE American Shaffer Systems* � TILER TESTING 3 ENGINEERING COMPANY y EV.N DESCR:P:DN DATE DRAWN 9r: N,P OM5 N.N.36M SL,Ste M.VWCMA G MM.FMDA 3316' Asscciaticn� Inc. t P/2/2020I ET-- 7/2/2020 ° STATE 0, I OLD n-1o7 's c Phone:(3051871-1530.Fa :(305)871-1531 4268 Westroods Drive 2 ( —DRAWINI G No X'' '�ZORID •' �.`� °'"° u� e`On West Palm Beach, FL 33407 s �ONAL GL` WFLORIDA tAtTI a aalei 4 I 1 20-1 64 �r1 SEAL/SIGNATURE/DATE _� SHEET 2 OF 20 r_o_s d•i�r i iI __...0_..-6-.2_,•_.-j-'*"—L^o�ti�1 .(;rI oNo1 IfI'=`1oIr_I-._,04_R__. �_ m g_.iI i'I n!i Hri I' fnmO�1^!i� II m UTmo.?) FA D_rtD- - HO'SM 923283• 745• 75 2.295 T _i7tl / cm CNAACEL -DIE CAST 1/nm4 i1l-20_- LLN � Iio PNND -I-•iDIE _ 0 NGP!N DN UimOE L N _EWF5 5 TURNKND8. o _.•. 1 ,_1.325_ i i ci C6~••• I I N� l _I r•'-' of .318� _ 1 i o v'____.._---_ .——i i —__----- �` ' ✓1• -I.r{�n ---i ;.6Ma GYUNOER - BRASS CriRIDER •0 041 i `Y r~� - .`i etl &KEYS(ON ME (CM ME PLATED) \Cjs• ___ PLATED) QUALIFIED FOR E W/ W BLADE &®ONLY 2 G C` �i'I— _LJ ® HV LOCK ® EGRESS LOC 6063-T6 oY AND TE ER QU�ED FOR USE W/HV BLADE(1)& 1A ONLY Q' I 3.023_____J eTs_f QUALIFIED FOR USE W/ HV QUALIFIED FOR USE / HV 5063-T6 ALLOY AND TEMPER �2 CENT BLADE Q7 & 0 ONLY. BLADE i & NLY. QUALIFIED FOR USE W/ HV BLADE 1 ONLY 25 D. 1 -=?•8!��� _ 6063-T6 ALLOY AND TEMPER P Ic HEAD ~ o? T -518• 1 1_iss� .9zz_I r _ 4.045• _..m .72I• T^ m 2.079', 1.75,3' i SCREW n, .1 1.Wp;� j \f 01; $` p I`-_._n o' a�• J �;360•AFFER RIVETING to0oy y \\C BEFORE RIVETINGi 1/4"A-20X 3/4" 4 —20 U SS. THUMBSCREW I i ��• _ I i`L SEtbES 9444 ALUtaAIM 4-TJ ALLOY)URGE FLANGE TNN SHEET NUfSERT,PARE 0820,AS MANUFACTURED BY AYOEL j_822] PLAN ti FRCNT EIEVANON i7Po \/ " " OCK E R A L!-- 4.566_` i CHERRY TEKICR PONY.NEW JERSEY 07054 OR EQUAL (�T LOCKER FOR "T" LOCK CENTERMATE C7 QUALIFIED FOR USE W/ HV BLADE 7 ONLY ( HV FEMALE "Tp LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER nn QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUAUFlED FOR USE 6063-T6 ALL+OY AND T1 HV IEMPEROONLY QUALIFIED 6063-6 USE ALLOY AND HV TEMPER'ONLY / BLADE ONLY. O W HV BLADE 1 ONLY. .063' '' I m .4sz..__.,LO' THUMBTURN 214. 1Di a .0631 062'_f L.m~ ji \y.J�r���' CYUNOER OR I w �_. .214' 1�=1L-==� I-' i _ j i KEY CYI.INOER ' r 'o N ' 1 545' �_..- N; ml of �- 0.875•Min. c J •- - n 1 .125-M... 31 HO C E 0 LO C NG ROD HD CENTERMATE Wf LOCKING ROD 405 m 16 O° 6 OUAU D FOR USE W/ HV BLADE(1) c A pUALIFlED FOR USE W/ HV BLADE(1;:&pA' l�S1' �' " I r 606 T6 ALLOY AND TEMPER V D 4S INSERT I I _804' - ES, 12• IN. 6063-T6 ALLOY AND TEMPER :------. QUALIFIED FOR USE W/ HV BLADE 1 & lA I j mj o I 1A/C4LT'�T11u s.Ott 3 t6 t.t70_. 6063-T6 ALLOY AND TEMPER I t--1 •,: , i ! (SEE DEYA0 THUMBTURN °5) i I'— 1 fl/2• I D 1 :1I "-'CYLINDR OR KEY t'-��; F--- --- ts CLI 7 Nin.; LOCKING RODS m L_375.0 ® HD L QUALIFIED FOR USE W/ W BLADED �` ^-1/4'0 OCK 6063-T6 ALLOY AND TEMPER �J HV -16 ACETAL © HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QINSTALLATION WILL REQUIRE A 7/16• HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ W BLADED& Q DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W/ W BLADE i1) QUALIFIED FOR USE W/ W BLADE O FLORIDA BUILDING CODE(Non high Velocity hurricane Zone (U J 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. N0.44 I�C® �INc. /� Accordion Shutter System 67 _ eN H.V.BLADE#1 W/O2 W/0 RV.W INMIN BLADE *' * — TIWT TESTING & ENGINEERING COMPANY American Shutter Systems a,wl oEseaPf Ofi 0A 0i7AYT,B: STATE f f Association. Inc. 1 /2/2D2o VAT-- 7/2/2020 Z�•, #-z- / �Q2.fJ wss LLW.wu.sL,st..]Os,t7JtrJnCA CAROM,RORmA!St I OLD 17-107 7FPhne:(JOS)671-1530.Fav:(305)871-15l1 4268 Westroods Drive 2 I �ORI P •� `\�. e-mata ��sot.cmn West Palm Beach, FL 33407 —3 1 DRAWING No / 70•NA \ `° -- WALTER A RLUT Jr.P.E. 4 1 20-1 64 Np�5b ",SEAL/SIGNATURE/DATE FLORIDA U..g"167 s 1 SHEET It OF 90 SHUTTER ASSEMBLY SCHEDULE FOR `-- HV HV 9 BLADE ' /' 112.1AUJ. �nNCE 3 � 41 TO BLAOE TCP `oszs--, - ; I ;1A; 1675-r� � s t� HV BLADE 1 i ! � � I EDGE -- - ( l Q ^=�. HY NN7D0'H BfADE .0625- ,EPW .OR25' A625- ® HV 1A -- - -- �� ]�. `� i ® HV LONG RECESSED NYLON BUSHING BLADE'S I S OPETJIN I 1875' Y KNUCKLE ',� ( 'G 1 ,0625- . }# (TYP) \ /I i 0.0625, ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER Q ® h�I �^w I 1 FLAT PORnON I� R1.76D 1 ® DR -xTERKt1 I f //• 3750` ® HV WHEEL CARRIAGE AISI 302 43 ` 3 ' "n I4 �J- j750`✓40) 1�( 0.870"x3/16"THICK NYLON WHEEL __2 7/8-RUN.{ ' r HY 1wNDCVV 0.188"0 AISI 302 SERIES S.S. Rivas SEPARATIOND.CO f_ aE,lEEN .___ _-_.__.1 .0625'�-.0625'3 I Y ''a3.750D' ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR ,cam=1 (I! BLADE • 5�/„ I- OPENINGS SLc11cn -Y _, (i r L � ON CENTERS•*� ®3 FIV 2 3/4"ACCORDION PIN W/ #8 HEAD 7500' ® POLYCARBONATE IMPACT RESISTANT HV WINDOW °ups li TYPICAL HV WINDOW BLADE tlA) AND I POLYCARBDNATE HV WINDOW DETAIL 0 OR((� 4 or 3 ]I ` N.T.S.; AOTE FOR EDUIRE ENTS) i I D oR ® I .jl 1 a:POLYCARBONATE IMPACT RE5ISTAt•1T HV Y'INQO J, i I_i I r BAYER IMAKROLON 3103 POLYCARBONATE Id 11i_j tz'uin. E (:CE RESINS, UV-STABILIZED GRADE OR SABIC HV 1 HV(1A U S 10 a T70M. INNOVATIVE PLASTIC LEXAN 103 RESIN Dm-' Fa4 ° I OO OR - i (SEE NOTE "F" ON SHEET 19). (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOF. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR i I I i POLYCARBONATE SOURCES FOR 44 HV © BLADE. TYPICAL SHUTTER ASSEMBLY I IJ I EXTERIOR 1u r S1P14LL P7[NJiPS SIANICRI N.T.S. u.17 at vwur_ # 1 HV PIN 2 OR AT y ( (2) HV PIN @ MAY BE USED IN LIEU OF ® kND ONLY AT ® E%T RIOR EATERiOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O c032.4'. BLADE'S KNUCKLE. ;jj era 1 (SEE NOTE'�FOR 4 SFEI CM11 r As1m Dr+ D.043 n!' CD,3 o/Id BLADE WHEN CORRESP014DI14G TO INSTALLATION "11", SHEET 7. 4; tt� I ® ,1, REQUIREMENTS) in=r Y=SIRENGTH mfu Dr.A 0.4ZO,s:. 9`.. D=i. (3) HV PIN © OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ;I ill FLEMAMDULMpTY.II AMA51,ND7= 40.0w 1 13,1w34540 ,.,. SHALL BE USED FDR DIRECT FOUNT INSTALL ATION PER DETAIL X, " n ' pG N c7GD 34D.Dw,..L 34s.000 P.T. SHEET ® `•�.• 1 I:SDCS'CD AST.=55 18 rf-m/m 17 ri-bAn r!w xlcrnw:WHEEL CARRIAGE CARRIAGE DETAI!_ S110K cu rr ASTU 02843 17.2 s ".5 s px n.T.s. ASSEMBLY LAYOUT RATE o D:rTBNG MIA 0835 G-1 CIA$$ 1-1 CIA's p-.TmNC; ASN G155 :E/+Si.E S1rFf:G1N H•TFR F,A:�ER.'^ ASTU©8 83D2 Pai. 6E40 P,i. 1' HV QLADE SOLID A 1A BY WINDOW BLADE DETAILS A,—� N.T.S. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone; P202D'W7ECO.INC. 02020 EASTERN VETAL SUPPLY,II1C. BE9FH A Wn.1 Accordion Shutter System _ H.V. ILAD-c#1 W/OR W/0 H.V.WINDON MADE NO.44 g TILLR TESTING & ENGINEERING COMPANY�� American Shutter Systems EY.N DESCRIP110N 0T DATE WN BY: NP • T7! ��� 6:;5 UAV.3Eth.M.St..M.V.RGNA rARDENS,ROfi:p J131E A930clation, Inc. T OLD 17-107 7/2/202 DATE: 7/2/2020 Z�•,• STATE F pl,—:(305)671-1530.Fox:(305)871-1531 4268 Y:estroads Drive 2 DRAWING Na y 0 F e-ma8:ti;0 671otwm West Palm Beach, FL 33407 3 ' �OR1 t •'•�,•' fA TILUTi9 20-164 i�''�s '•.,. \ Y.•FLORR A.TILLR Jr.P.E. a �''�•s��NAL •�.�t1'�AL/SIGNATURE/DATE FLORIOA lc.( 44167 5 SHEET 1s OF 20 �Hllpll ®•@ ®•®" 1 ®a.�4 m t f' 214 NOTES ON HV LOCKS AND CENTERMATES" ff � •© A B) C 0 S ®• ywT `Y N� S> f U> •35!, ' I �, a.�.®a® 1.MANDATORY CONDITION I7- ONE HV LOCK or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 'I iI OR 12 ABOVE OR BELOW 1[2 OF SHUTTER SPAN FOR SPANS UP TO 105'.AND FOR NST TIONS T ANY ELEVATION. HV LOCK 21?,�or(9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR 1 T I 1 n 1 CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON r--OO®" , _ TYPIC4L SHUTTER EIEVATION- 16"'201 2�pL>fSl IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP 70 TWO HV - i I LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR CATIj'SHALL BE AS INDICATED ON NOTE(1)ABOVE. °- LOON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. B-xN0 .o 3. i NALID ONLY WHEN Mp=gy CONEIMON 41 OR UMM MANDATORY CONDITION f4 6 L BUM LOCKS) LOCKING RODS ARE N07 REQUIRED AT RRICANE POSITION, BUT MAY �°N� ® 1 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE 'v ? ( ' MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). _ v + 1' { 4. MANDATORY CONDITON /9. ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN k-- AND INSTALLATIONS AT ANY ELEVATION. HV LOCK( or I*SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, IRSATTACHED TO®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS r I AT TOP&BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xo�c-� I ' ® ! y MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. v g11n—8 ` 5� 5, •Iv _ g_�=g f .^j Y ,OR 22 ONE ALTERNATE HV LOCK 20 MAY BE USED IN LIEU OF HV LOCK 9,9 or FOR ANY SPAN AND olI-►I_ . -- --�-� MATES L' -- II ee �� I zs; INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK_ MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT 1 xnn_,,,,,, OF 1/4"0-20x3/4'S.S.THUMBSCREW TO OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20z3/4'ALUM. O�/Y— I oeA RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. I I 1{ I 6.uANDATORY CONDITION+=FDR KfVS'IOtr MO iti•. I^ILA nre•. ONE HV LOCK 0 or® @or SHALL BE I(�f I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 11 -_ TO 96". AND FOR INSTALLATIONS AT ANYELEVATION.HV LOCK I&or 6 or @ MAY BE USED AS AN INSIDE OR I I 1 } :I OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2'LONG FLAT HEAD S.S. SEE ENO I I - M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ CONNECTION I ' > J• 1 I 1 y •t I-'•-i35• OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON F�>,E ,K). �'r (bPl> 0 R (V�> Wf �X�> SHEETS 10& 16 TYP. FULL IN> +i' HEIGHT. L--35' +', OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES" 1. `— _------- NLWrED Wo,x--- - ---'--�--�--� CENTERMATE 1.ONE ALTERNATE HV'T" LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS®OR FOR ANY SPAN AND Qm®cR©•.OcR®°P 10 •@aR Tt 15TALLATIg AT ANY ELEVATION.ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 1 OF LOCK(10 INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 10+15 a"1�7•Q3 m 17•1©� ---------• CONNECTED TO CENTERMATES®AND C9 W/ 1/4-0-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/870 x 3/32' ©'O �r C9�©'O•� WINGNUT OR W/ 1/4-0-20x1'S.S.M.S. INTO A 1/4"0x 5/8-RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" `J 7 8- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(g TOP AND BOTOM IS MANDATORY. ®•O°"�'O"'19'�°" *NOTES ON HD LOCKS BE CENTERMATES" 1.HD LOCKS/W/HD CENTERMATES it OR Cis WZ. : ONE ALTERNATE HD LOCK 7Q MAYBE USED IN UEU OF TYPICAL t HV BLADE SHUTTER ELEVATION HY LOCKS'?j OR'25 Y S FOR ANY AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE, ATTACHMENT OF HD LOCK TO g IS W/3 d8 z 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB- AND ADC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®is COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone )t+lll 02020 TILTECO.INM ©2020 EASTERN METAL SUPPLY, INC. "c A -BERTHA HVTM '� ® ��� ��se��A� Accordion Shutter System , _ �_� H.V.BADE#1 W/OR W/O RV.WINDOW BLADE ' No.441 ! American Shutter Systems EV.Nv DESCRIPTION DATE DRAWN BY. BP *: TILLIT TESTING & ENGINEERING COMPANY Association, Inc. , OLD n-1o7 yN fil97 N.W.36N.A.,Str.JO3,VJKAIU GPROFNS,MiiM 33I6 /2/202 DAT7:: 7/2/2020 STATE 0 Phone:(305)871-1530.Faz:(305)871-1531 4268 Westroads Drive 2 DRAWING No '�O'•, e-maD:UTcecoft l.— West Palm Beach, FL 33407 3 '- coR�o pp CA-0005710 20-164 ',i'(�js''••....... .•'�CS•``;< WALTER A TILUT Jr.P.E. 4 �'�4,s/CIVIL �Ca``� /SIGNATURE/DATE nDRIDA tic.j 44167 5 SHEET HEM 6 5 OF 20 r-CONCRETE ANCHORS POURED CONCRETE -7 BRED POURED I (SEE SCHEDULE ON OR CONCRETE BLOCK, CONCRETE CONCRETE SHEET IJ) REQUIRED 1/4'0-20x3/4-S.S. IREOUTREO 1, REQUIRED ',_!y_-_ I I.--- CONCRETE ANCHORS MACHINE SCREWS U— -" CONCRETE ANCHORS / FO7 /` j (SEE SCHEDULE ON W/ 1/4--20 V // / I 1 i 8 EYSTONE(SEE MOUNTING®ON SKEET 71 / J (SEE SCHEDULE ON 13) �' / %. ✓ ©�`-' /' SHEEP 13) NUTS 012.O.C. i �12iDR14 / y , �6� jj MACHINE SORE'S.S. ! / rMm. ✓ /- (% MACHINE SCREWS .( Ep� Ep0 12 1/4'-20 NUTSy � r / ®1z•o.c.E D. /` f sD•Max. - 33 oR 15' E.D,� i i : / C I 13 5� L.250"M(U1. .' /E.ID.�'✓' ,� `-0 I Max. _ IHIY '1 1 ,'�, ✓�/: / OPTIONAL - PDONAL 1 1j i il_ w ISfi't ,' I I I SHEET-' r 1--��,;OR l�i� ' e� yTp,.r{ EXISTING ' MIN.SEPARATION TO GLASS EXISTING t5 f t @ 1 n .- p �1 1;__ _ � —.(SEE SCHEDULE ON SHEET 11) A !f IRR41, GLASS- �O6�a� + r I I i•- MIN.SEPARATION TO GLASS Y I I1; .L/ CLASS ..-__Ll.� (SEE SCHEDULE ON SHEEP il).-� IY GLASSY EXISTING HV WALL HEADER INSTALLATION -- -- -`III------------ �` ©HV WALL HEADER INSTALLATION 1 HV WALL HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION TO GLASS__`. GLASS-1 WL m,�a t r I • I , I , ------- 1 —(SEE SCHEDULE ON SHEET 11)To CLASS 1 I i I -'A)OR 1� (1 I d I 0 EXISRNc� SCHM LE MIN.SEPARATION TO GLASS a GLASS It R� ,I}. i-"(SEE SCHEDULE ON SHEET 11) ON 1A ®a tp`���•�fjL I Y E1DSnNG ! i t --�1/-OPTIONAL 1 ;IJI� q{y!, GLhSs--' r I d � !' •'1 t.O.! � 11 11• 14.7 IN•It I[RR�plll? � i i i n f{ � I-' ,"� \ 1 I� 1 I / `/✓�/ IIIrY j11___• V I' ,.'`I •,,/'I 1I OPTIONAL i i! i'� 1/4-Max. �,�I '�7'- - � O E. E / .i -I I _ . i:;.__,_f 13 15 D. IJI II I� 111 �/ iV 1 �.� �i • � i:r 19 n 1 � ED/'-EO '' ✓1 - , _ 1-J • -11210® rl�i,_ __ I -:-..1/4-a-20x3/4•S.S. -Min. 1 -Ep�Ep_ PNIWPS TRUSS HEAD 'r' f h 1/4 C-ZOx3/4 S.S.PHRL PS MACHINE SCREWS USING L.=_�; C CONCRETE ANCHORS �, I ✓ / -17 R 1 B ,._ -__ -. I TRUSS HEAD MACHINE SCREWS -CO ANCHORS J ✓ 1• 1 1 4--20 NUTS 0 12.O.C. (SEE SCHEDULE ON -- ,- �- - (SEE ULE ON ET,3) I ' , I� LMin. / POURED CONCRETE-' SHEET 13) W/i/4--20 NUTS®12.O.C. POURED CONCRETE-; ✓, OR CONCRETE BLOCK OR CONCRETE BLOCK `�--'--'1,.-1/ 11 'CONCRETE ANCHORS REQUIREDwA L REQUIRED D AV WALL SILL INSTALLATION (SEE SCHEDULE ON PoURED CONCRETE._ SHEET 14) F HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR MCA.SHUTTER FE 0.m EDGE DISTANCEASSEMBLY ♦SEE UNITATIONS OF USE2-MOUNTING SECTIONS CAN BE COMBINED EE SPECIFICATIONS ON SHEET 13) BLADE IlON SHEET 19 J+l H V�J`' BLADE IN ANY WAY TO SUIT ANY INSTALLATION. ,1 FLORA BUILDING CODE Hon High Velocity Hurricane Zone; ``7� 1(IIIAIII (TVAAA 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA-HVTM ����S�A� Accordion Shutter System No.441 17 77E ��c, Kv MAX#1 W/OR W/O Kv w1NDOW&ADE *: * TILLR TESTING & ENGINEERING COMPANY American Shutter Systems Inc. Ev.rt O 17-10 DATE DRAWN 0Y: 2 ^Y w,riC/ 635E N.W.]Gth St..Ste.3M VJM M GARDENS.FLORIDA 3311i Association. Inc , OLD 1�-1DT r/z/zoz DATE: 7/z/zozo STATE 0 Phan.:(305)871-,530.Fox:(J0.5)877-7531 4268 Westroods Drive z L e-Irmo:tatew®eolcwa West Palm Beach, F1 33407 3 DRAWING No Fs •........ TILUT . 20-164 ,,is�ONAL ` SHEET SEAL/SIGNATURE/DATE �O�'�A167 s 0 OF 20 POURED ..._._CONCRETE ANCHORS i... + }•__-. �-i,___ r__...-.-____-,I- I i uw.s.Paka7tON 1 SEE SCHEDULE ON SHEET 13) I mLar t�l OR i ' -� ��(� I'-0 CONCRETE ( .:t \;.' TO GtlS7 REOUNRr'D 1 ,O,m l r w aaT ii SI a�' G i.15S—; EDGE OF 117W B.00�,YO 6 I SIlMatxel Ij I (�'� X •' I eN SRT tP Fok ( I ' i I . tt APPLICABLE EXISTING { I'� G�J, maQ9/ S al sro-m, i�� ! ALTERNATE u (/ ° rl//,✓ / // I LOCf1TtON i i i I -1 i i i '} 'i Gam' I 1 / t I r r I// !_____ ' ( /d10n3/4'HER WASTER�HEAD // OR(1p-U&. 3/e^uG. 1, .' TEK SCREC,S G 12�O.C. i _� �'1 -�'�:` -/fir/:/ /: /r ,'/ EDGE OF 1 n i 3/8 -CONCRETE ANCHORS u-"' - / Il,�! / vim' / / %r i �; /fl SLAB IF / 1 ('%/ // Ii �.' :// APPLE CAeE � (SEE SCHEDULE ON SHEET 13) r EC�- -£0 'r r EXISRitIG I al'{ aI i-_-_ EDGE GF—i.r .) Irl /II(/:i.l" i �' /J// OFSLAS IF ' /J'r /f APPUMLE SLAB IF I,f//'.� / I f//2y�- 1 .f / EDGE OF ut. xsms, �'+ttl� , APPUCABIE -s> % EA: -•�E.O�y=l. 1 , APPLICABLE IF PWREO--r _ ' TO aw55 Ci£ II4 ;I i /._ / POURED i _ i_—J FLAT HEAD CONCRETE ANCHORS S TOaCL as acit `4YY' + r i : '- r C POR£1E.J __ _E. D. CONCRETE It PAR EtADECAYJ ,u �;, .- "�A POURED �.../...:-1!�:c-__{.-_L.: /�.:a '�::.�LG.�:_ REOLRRED BE a; (SEE SCHEDULE ON SHEET 74) I -'- !FLAT HEAD CONCRETE ANCHORS RaAOx,SSsi� 1..OR �,j CONCRETE L ._E D.---�-I E.D'— -1-----y- ! - -�. — '(sEE scHED„LE ON SHEET 14) !1 TRENCH INSTALLATION VAUD ONLY FOR UP 10 +70• -75 PSF A.S.D. HV FLOOR INSTALLATION t' OI HV WALK—OVER INSTALLATIQN DESIGN PRESSURE RATING &FOR SPANS PER V HV CEILING INSTALLATION SCHEDULE#3, SHEEP 11 I f ---y �I COl:CF.E7E ANCHORS 'h..._._... m raA^ r 1 s (SEE SCHEDULE ON oa T+�T tl y? -_-__-.-- I .. ._ ..-I. 1/.•o rm'SUIL EX T➢P1'CF:w/ I I c y- _ x SHEET 15 a 1 I £x s1e:c Ex snNe - - -- TECW;0 OG oa,/4 L p GS I€ 1 <. 1 GLASS -�.� 1 ra W__3 �, G1A95-, -11--_.. f( FA9TEATFS tA^PER AtA7C.Y!/ CLASS -lw 3O,ETAE rrf n¢n,. - /,} j pq yy IAAX.E 2 '�I - ama.eD^41GTOf1 TQ r... N q 1 J/4'.V.Y.L�'S�U:TIi C fi- 1 C ai ' 1 1 1 (LtE 3a�Ul2 as SRaT,*11) a 1 1 M O.L.Ma UP TO V-D'SPAN AID 10- J i I / i I 4•o.c.Fwz V=5 t:F---L THVI /4 yp}L 1 n'-a'AT To s'o M. DAB I r j •�' p �SFiL:hT AT Ehfiif FASht.�ci: }}CI:J'l:kTk ,1 S i. &r'� t:07E lak ueUUn^.rs� 7/1' _p,♦ Q10x3/4'h'EX Ic,j,a;' / S I -� {____.... a1Y•. 13 OR 7$ :i /a ii' V:ASHER HEAD c' / .';t / ,a5 9 I< Dow.SnA%u T I,� __4 I - I .._ __-- -..i �,�( •' (LTt, ,Ir TEK SCRd55 LL L�r R � o.c. I4x3/+ HEx NEAU /; TEK SCREWS 0 9.O.C. I, 1 8f 4x3 I,I' --L •• I i i. 1/Pe-Zas3/s-55 It; OR 1/<b-20 5.5.A1.5. CONCRETE At:CHORS t�,��_.___ (1+� L 3/.-,p /4'5.0.5. I{ T ' �I r 1/4'J .. ,i f.r r ///' --USND,/ab-20 r.UT; (SEE SCHEDULE 014 n 11(2L_r_,_1 T� ,•• .1. ' G 9•D.G 1 2 1J Maa. ��,/•� O 12'D.C. SHEET 14) �, ;r I. S_- --i•=- i ii=' E[6T1NG N COPAni 21L 1] (D OR 18 N I S I II r l 2 00 I11 J V;ALL TRl4 DECOFAnIE 1 •. —SO[F9 IOFF .ems.1 ! /.' , _(r1tr3I4'F.H.S.DS. •14R:• E.D. PC.cc:LaEIE 7 8'-'t, - APPUCASLE` C 3'O.C. / � '-SEE DOTE 13(h) "-Il`y _ -h=�� J, J - 17 CONCRETE ANCHORS - - _ L=-y'--+ED,--- !- - EE SCHEDULE ON O:1 SHF--T 1 O.C. NOTE 13w) POURED CONCRETE C- FGUREO CONCRETE-' ON SHEET 1 OR CONCRETE BLOCK SHEt'14) .:__�_� _1___%__._:L�_J4_c,-4__-_�(_•_ _ _.._. OR CONCRETE BLOCK OFIIONAL- REQUIRED` POURED ` REQUIRED tM KEYSTONE MOUNTING INSTALLATION CONCRETE_ ' HV WALL FLOOR INSTALLATION �� HV UJALL_VdALK-AVER INSTALLATIOW IMX NUM ADD.D29GN PRES:LRE:aE4;7:Cal REQUIRED Mx'1vUM S4UT01 SPAN V-0• OJj HV RAINGUARD INSTALLATION t ems. I NOTE FOR CdABINanON OF THIS INSTALLATION SEAL BE C7QN5: �.D. EOOE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE StLET<PCP.TYPICAL SHUTTER ` (SEE SPECIFICATIONS ON SHEET 13) AD2ACENT TO A!i OPERABLE'EXIT SEE L1MRAilO;JS OF USE FOR ASSEMBLY OR ENiHaNCE BLADE GN SHEET 19. A INSTALLATION DETAILS /� iC� V BLADE i IN ALLY U , SECTIONS IN WAN SUIT INS'ALIA BE 01tiE0 BOT FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILT.-CO.ING. CF)2020 EASTERN uEUL SUPPLY, U,C. •,/ram., BERTHA HVTM. vcEN F'..�=� ! Accordion Shutter System 1 L E C O 9 N C. ■ ■ ■ ■ H.V. 131.ADE#1 W/OR W/0 FLV.WNMV BLADE 3 No.44 67 " American Shutter Systems �r-We?o TILLIT TESTING & ENGINEERING COMPANY Y MY.N O[SCkNRON Dart ORANTI 8Y: N.P "4•. STATE sass FIN.a811.St,eL4.3M.MCN'A.GARDO:S,FLMDA 331 Association, Inc. , OLD 17-107 /2/202 DATE' 7/2/202D F C Pf—:(305)871-1530.F.R:(305)871-1531 4268 Wesiroads Drive 2 DRAWING No s D�• F�aRI ;hcA�A`� x-mot It:tCA-�c'cc(TiDO:.co West Palm Beach, FL 33407 3 F�i'•..,,, `�� WALTER A,TLWT dr.P.E 20-164 ''Ags�0NAL• t"NSEAL/SIGNATURE/DATE FLORIDA @.(/441a7 c SHEET OF 20 SEE, END WALLC O SEE NOTES ON LOCKING R0o5®,HV TACKS INSTALLATIONS W/ Q H VALTERNATE AND ALTERNATAT E ITV LOCK®ON SHEET 3. OUT 90'i�I .1.'d I N EXISTING GLASSBLADE suu'Ac DETAIL INi IS VALID FOR ALL i BLADE WZ HV CENTERMATES CENTERMATES APPUCATION WRH BLADED, Q«©•©« EXISTING GLASS DETAILS ON SHEETSN10 &1O 8"-' OIL 1 ©.p.p«©.p•p« !! ------------.------- .----------------------1..— � 2'1:2'K1/6'a0'-2 j \./ I ®•®«O,®«)9•© r D 1/4" — 7' 6 1/2 7' ' (6O63-T6 NIA,)ALUM. ANGLE w/(2) 1/4.0 TAPCON 1/2• Q,®,® i r�----.__- OPPOSING ._._. _ SYMMETRYCAL------.--..----- t i i ANCHORS To CONCRETE I- r f CENTERMATES CENTERMATES I 1(TOP/BDTTOM)x, i 1 ®10r<J/4"S.M.S.® 12' I /"a` MIN.SEPARATION (4)B10y1/2'S.M.S.TO TUBE' i o.c.FULL LENGHr. i i Wf HV LOC __r t251 1 to GLASS AT EACH ANGLE.(lYP)'f 1 ,�jr I r ��\ f I W/ HV LOCLC O. I (SEE SCHEDULE \I 4 C� ;35!*7 IN 1 ON SHEET ,1) ��J l\1,L 'rr ✓ I I �' . l I _ l 1/2L-2v2" ® � 3 �~ ®''?1'+ t Lr2Zw® Ilk O p«®«©•O.©«,o•p« — gin --�Zz«® LouT ,u•Qwp.Q«©•©� HVA HVB © ® O` NCRErE OR O O O•© HVC 10'pJR Q ©•p°��,Q« EXISTING GLASS . R QCRETE BLOCK WALL « / —_r. —ED -7'! _EXISTINGtO`O ©`O O`O --i----.---_ _. it G1ASs 8 , g« 9• 3«i • 5 Ewsz,Nc SYMMETRICAL �* �' 70' 1©«�6 •Q7 •©8« i,(-- r E.� CENTERMATES �2J I N i 05•®«t©.®«®.Q« MINT SEPARATION �} i — — —J cuss m, W V LQEK 6* ! oPnoNAL I (SEE scHE017LE « ,k r i (INTERIOR) ) O•®Q+O• ON SNEEf 11) i ,I MIN.SEPARA710N- ® w TO GIASS I,� 1'�1 ' (SEE SCHEDULE ITV OPTIONAL \ ON SH EET 11) (INTERIOR) OUT 1 A I ANCHORS _ VARIES OJ � 10-3 �10 i °, * I m ® 35*`` T i OUT — 6 ,�z"Max.swGK °. 5, (EXTERIOR) HVE ® �._ HVF* -- HVD '--' � �1 FLORIDA BUILDING =(Mon High Velocity Hurricane Zone ``\`���1(Ilglll l�l���' 02020 1R.TECO.INC. - - ®/ - ® 02020 EASTERN METAL SUPPLY. INC. � Ae�O��A[a BERTHA WTI. - Accordion�1�C® � Accordion Shutter System No.44 67 Hu BLADE Igo w/OR w/o H.V.6YIN001V HIDE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems icv.N DESCRIPTION DATE DRAWN Br M.P STATE F `�� 6355 N.W.36th.St.Ste.303,N,6IIGA GARDENS.FLORIDA 331c, Association, Inc. I OLD 17-107 /2/202E DATE: 7/2/2020 9'•, Phme:(305)671-1530.Fa::(3OS)671-1631 4268 Westroods Drive 2 _..iL tReceftd— West Palm Beach, FL 33407 3 DRAWING No '''�riss�ONg1 0"167 W �1E���SEAL/SIGNATURE/DATE FLORIDA u. E s SHEET 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK &0 HV MALE/FEMALE "T" LOCKS CENTERMATES8) 9' & LOCKERS (27+ W/ In HV BLADE SEE END CONNECTION DETARS ON SHEETS 10 AT 1e INSTALLATION n HV BLADE OUT "�Ili, ' IN ?�°�`°a` 11uDEoFLkx ,L W.�,�ON�5. W/ HO CENTERMATES ® a o bm0 o As WELL DINTS SKE T.MAY ®DEUR N� - INIEGIED ON 7Ni5 SHEET,wr BE tT5E0 WRKT 71C ALIERNAiF 1 R STAUATION OLTmI NVG suowN Rt 7ws sxEv. _ I �10•®m®•@-®•®m DETAILS ON SNEEiS oa1e— I ®•®m®•®m0•®m �l I (eab3-ES ATLD'0 Awx m t . +--35 ; ANaE 1/ 1 t 4•0 TAPODN N __ _ © ® 35H Ara TO ' a/e- ; *) * Pn aDP/RaRaN)e I r._ +------------ ------------------- i 64-t I (O ONAL) YR SFPNu1bN ! ------ ) N)Y,o.1/z•s.us.TO TUDE ! :�Atms/4•suso tz• �`-`�-"'.i---------------- - -----------------r-•( A7 ua AKnxE.(Trrh� r on RAL,Wean. * IN (a)H.V. IN . N.V. _ fi 5 3e a 30 LOCK T" PIN (ttP.)f•. s Die'.I 7 si.• PNS(TYP.1 1_!z'I a _� .�, to aim J 0 (INSIDE) -O _ -_^------ -------- •- - cs¢snuw;c , On SKETT q C�i 1��/.•f sue. ep `U�f--�--� 28 � �\ -©9 - 1�-', �'°`J'.�'J"'-��.� �T`•1- � I 1 �'t 1-f��- '--tD l oRn ^{!' u3 I 31 oR32 35 * � -1/4" p-20 x 1 1/2" S.S.M.S. 341, - 35s-_i s SEE NOTE D FOR HV LOCx�, �.J W/ 7/8"0 x 3/32" WINGNUT. (OPTIONAL) DH B-HVB OUT (a�� ) HDC-HVC Y LOCK,ON SHEE7 5. • SYMMETRICAL HD CEN ERMATES ©0 HV "T" LOCK (OUTSIDE)--'-• ® SYMMETRICAL HD CENTER—MATES t SERVES D444 ALUNNUM G* W/e34 LOCK (EXTERIORI WI OP LOCK IN7.RLOR) (2024-73 ALLOY)URM FLANGE 718N SHEET NUfWUFACTUf,PART A DEL. O ®O1®•'V'-®•®°� AS TEXTORN. CRSIPP 9r AEW a1ERNY -.1Q• (.�_ 07054 O PEQUAL NY,NEW JERSEY O O•©p1O O ®m 0703a OR EmK. 6 7 6 •7 •®m�•�mO•®m — ------- c — SEE NOTES ON LOCWD RMS®e HD®TaD6 m:SKEET S WMIERSAL na7wG eJdE©MAa NDD-N a TZ VA.0 FOR All CENIEPMAES APPLICATORS MIT,IAAOE 0 HDD-HVDs* BOATING STACK URIDA BUILDING CODE(Non High Velocity Hurricane Zone' K.t(j1111tN �A7j�' 02020 TIL7EC0,INC. 0 2020 EASTERN METAL SUPPLY, INC. `c7i�H f( BERTHA HVTM °y�Q:•''�\GENS �'••9 :, ZlMc® �N�. Accordion Shutter System �' HV. BLADE#1 W/CR W/O HV.WINDOIN B!" No.441 7 American Shutter Systems IEV.N DESCRiPIfON DATE DRAWN EFY: MP TILUT TESTING do ENGINEERING COMPANY .� dV/�n•'� 6355 N.W.,wn.St,sta.705.vRnuA DARDENs.FLaaDA a7,0. Assoclatlon, Inc. t OLD 17-107 /2/20z DATE: 7/2/2020 _ ot•, STATE / Ph—:(305)871-1530.Fax:(305)871-1531 4266 Westroads Drive 2 DRAWING No z ry a-moo:TBIecaCooL RLr cam West Palm Beach, FL 33407 3 q �c '•....... •'v�^, WALTER A.T J,P.E. 4 20-164 '''i4sS/ONA �,,j"S 4/SIGNATURE/DATE �0�1)`'a 04167 ° SHEET 6 9 OF 20 �'• �-POURED CONCRETE OR ' ,i' ��--✓-----/ POURED CONCRETE POURED CONCRETE --POURED CONCRETE �- CONCRETE BLOCK WALL ! r` OR CONCRETE _ --J+r�, ,� OR CONCRETE _ r +r REQUIRED ` % r r/ r BLOCK WALL REQUIRED i`" .. �l,_„-._..... BLOCK WALL REQUIRED ,-... _...___!•) _____..- POURE _ OR CONCRETE .• ; � J � � / (r / r I ..� � r,/ � r / BLOCK WALL REQUIRED CONCRETE ANCHOR /� •% f STMC CLASS EXISTING GLASS I r i �.> ® 16'O.C. j J / EXISTING CLASS :I/r. �` rr /' -r- I,yr,/ i r r (. i .I!2•MIN.r%1 EXISTING GLASS `-2'NIN.!- r- • /I Fr' IM TO raAsb(SEE `l�r J r - J r'j �i n�!I•f� z ��i; M.N SEPARATION !+ / SCHEME ON SHEET f MR SEPARADON / .+1 I / EO-rr-1 EO TO CLASS(SEE I i r ! 11 FOR BLADE(J)AND�l� r/+ TO(LASS(SEE MIN.SEPARATION 1 MADE®POND 1/1s•x3-WU(.- TO GLASS(SEE ON6L/SHEET NESOk Q I ./.•/ %' FOR LADE a)AT� r rl ' �• ON SHEET ON_ (6063-T6)CONT. .11 FUR_ (LOCATE ID ) BLADES &is FOR ALUM.CLOSER .i.~� a _i I 1 I ©&T 19 S �L 1 I�6 Y FOR QO AND EITHER SIDE I ® PLATE(LOCATE 1/2•LJ I 1/2• OF SO) I I AT EITHER SIDE MIN. I I _I 1/2•MIN, OF D) 1� 1 I USE 1'OR 2'MAX. _ —_I d10.1/2'S.M.S : Y�r _ 81o.1/z•s.Ms._--.,' I \,I- ���� I, ___� (AS APPLICABLE)x2•x1/e•x0'-2' ® 16'O.C. - - ALUMINUM CUP ANGLE n ® 16.O.C. - � I`. 0 (6063-T6 ALLOY)AT MIDHEIGHT.A, l_ �y ��•�� `t•, '•i 4 � ' .��_'-1 (i)d10x1/2'S.N.S.TO�& f� (2)1/4.0 TAPCONS ANCHORS TO SEE DETAIL X FO I ' r - i WALL AT 1.O.C. (LOCATE AT A I© ��N, • J 4 SIDE CONNECTION OR ® EITHER SIDE OFQ) QR OR SEE DETAIL X FOR G OR ®• TO TRACKS I SIDE CONNECTION I _�- ! ��4; 1 � � m 10•®m TO TRACKS ! �'� 11"BOm 10•®v 10m®mO.Om B f •®m p E CONNECTION,+ V ,! v'®°'©'O7°,BO 10•®m 10�®m©'�©.®m f0• ®°1®•�� m TO TRACKS ©•O ®m©O ®m ©•p•©m©.p.®m ©•O ®m©O ®� O•®m0•®m®•Om®•® p.®m®.®m0.®mom �' m®' '®'®mom O•®m®•®m�•®m®•® END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL(3) END CONNECTION DETAIL I(@ EXISTING GLASS LOCK WALL ___ G POURED CONCRETE 0• +' CONCRETE 6 IXISTIN r - L �' REQUIRED A+ GLASS ®_'`' -Q9 _ -- ------- -5-_--- 4 REQUIRED ONLY FOR SPANS G THAN ,2 N.DL strARA010?1 ' dloi/2's.MsG -`•-'---�----------- s /. ass,x.AM(SEE: ;,' ® 16' t. 6. LDN.SEPARATION Y r✓ "y------ `' _-- TO LLAss s H D - _ _< � B ORS OR) OR ' 11 FOR SADE pAI'n CONCRETE -/ 1/2•MIN. HE�'(� ' '�7�____________.� ��I- _.h5:____ O O o N SHEET 19 FOR IWCHOR Q. '. r-I IlL HEDULE E SHEET 1.� J ---- CONCRETE'- '; BLADES Q& 12"O.C. ON SHEET 19 FOR1'y S rig. @ DR@OR(BOR© ®C 16R - I i 1\ =E0 /r O ILACES m&® _ f OR r t. O.C. 1 2''MIN. .� T- 1 2_MIN. _—_ _— 1 s OR 8 OR) OR `i 2•N.IN.�' �� ♦ 9EE UM ATIONS OF USE FOR ,- --^• = BLADE IA ON SHEET 19 �OR©OR(90R(50R D VIEW Y L .._ � G OR ®•'�Vy PLAN L 1D OR ®' DETAIL X L-PCURED CONCRETE OR mom©.pmpm,D.®m —_' ,Om®m©•Om© 10•®m END INSTALLATION CONCRETE BLOCK WALL ®m©•®m©•©m REQUIRED 10' �\ ©•�©•®m \JXH-0m©•O•®m -©O•©m© O•®m (1 HV BLADE OR t 6 HV WINDOW BLADE INTO 0.0m0•®m0•®m 0'0-0-@ a)-@ CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 Q•0m0.0m@•Om®.®END CONNECTION DETAIL© BO ®m0.®-0 .0 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone' `` �C��• �t/�Ky,�� ©2020 11L1EC0,INC. /� 02020 EASTERN METAL SUPPLY, INC. P� BERTHA ii1/TT-H L O O N . Accordion Shutter System a No.4416- ■ ■ ■ ■ KV MADE#1 W/oR W/o H.v WW W MADE PANY American Shulfer Systems rv,N DEscR�naN DATE ORAwN BY. UP t�`'/ TILLIT TESTING & ENGINEERING COM STATE F 6355 N.W. AssoCIOtIOO I 3Gt6 SL,Ste.305.VIRGULT GARDENS•FLORIDA 3316• . AC. + OLD 17-107 1/2/202 DATE: 7/4/2020 %�O'•. F Ph..:(305)871-1530•Fax:(305)871-1531 4268 Westroods Drive 2 �ORI P y���`v�g a-ma�u0G0691 West Palm Beach, FL 33407 3 DRAWING N�o• WAITER A TRllT Jr.P.E. 4 20-1 V4 �A1AIT111111 h1�`.��SEAL/SIGNATURE/DATE FLORIDA u`'d u167 5 SHEET 6 10 OF 20 SCHEDULE 41 SCHEDULE /!2 SCHEDULE !13 MAXIMUM SHUTTER SPAN'` "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.), FOR INSTALLATIONS AL OR "L-• ft. FOR REM I AUQN c ND !NOI CENTERMATES & or(ij1 or(ice? I ) R "L-" (ft.) INSTALLATIONS INSTALLATIONS W/OPPOSING ty• CENIERMATES CONCRETE&1V/ ONE H.V. LOCK ®or ® or�or CENTERMATES. PJ E? ^/ WOOD (1) L+:MA%IMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK®W/ NO LOCKING RODS or ONE HV LOCK� or A or® )oRW/'0NO NE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. CENTERMATES®&®W/ ONE HV "T" W/ NO LOCKING RODS® LOCKING L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE WALL A, B, C, D, E, M, N, 0, P, 0,.LOCK® W/TWO LOCKING RODS®TOP & OD MOUNTING F, K & L R. S, & V. A.S.D. DESIGN PRESSURE RATING. (SEE NOTES t.it) (%%UD FOR MOUNTING , BOTTOM (SEE NOTES 'I'i) Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H. I, 11, J WALL MOUNTINGS OP BOTTOM OR FLOOR CEILING: CONCRETE&WOOD INSTALLATIONS ukxwN CONCRETE&MOOD wnuav CONCRETE MOUNTING & M T. U. W &X (T / ) / A9�DaMIGN sb.O� INST n &S.D.IMMM INSTALLATIONS GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING Fl>FAURE WALL MOUNTWG PFXMRE RAIM MOUNTING RAMS & RATING FUDOR/COUNG MODUTWG DETERMINE MAXIMUM SPAN'L+"FROM SCHEDULE. FLOOR/C8UNG MOUNTING (w.Ll OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, I.OR-) n2t R/WALL MWiJTING _ I4 DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ (R) I l-(1� L+ (LQ 1 l-(IQ L i (R) 1 l-fal�_- L+ (8) 1 L-(G) V MAXIMUM SHUTTER SPAN'L+'OR 'L-"FOR 30 OR LES 16•-o• I6'-0' 16'-0' 116•-O' _30 _ 16•-D'_ 16'-0• _ JO 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE _35_ 14•-10" 14'-10• IS'-2' f 16'-0' .- 35 ___14'-10' 14_-10 ----35 15'-2'_-_716'-10' 105 psT:A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L 10 14 2 --'— __ I 15 2 _ 40 ,3 10 I 13'-10' 40 14'-2' 15 2 (3 PR T IN MAXIMUM SPAN FOR 45 13'-Y 13•-1' 13' -_ - -- -' - PROCEDURE 0 DETERMINE _. _ _ _13'-1•_ _45 _ _13'_-4'_ _ -4 3 'I• HV CORNER CENTERMATE e3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS ._ 50 12'-5' 112'-5' 12'-B 13'-7 __50_ 12 Y 12'-5' __50 _12•-3' _ 13 7 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: 55 11'-f0' 111'-10" 12'-I' 112•-11• 55 11'-10' _11'-10' S5 SHALL BE AS INDICATED ON MANDATORY CONDITION §2 FOR A GWEN POSITIVE A.S.D. DESIGN PRESSURE NOTE 5,SHEET 5. RATING: 60 1I;_ I I I'-4' 11'-T 12'-4' fi0 11_4'- .1 V-4'- ---60 70'-2'- 10'-11' § -_ 65 -10'-10' C f0•-10" 11'-1' �,t'-11'- --65 10'-IO• f0'-10" 65 9'-5" ID�-1• - DETERMINE: �' - L1+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. _- 70- 1D'-6° 10'-fi° 10'-9• i 1 1'-5' 70 10'-6' 1 10'-6• 70 8'-9" 9-4' Is+= MAX.SPAN FOR FLOOR/CEILING MOUNTING --75 10_-1_ 10'-1' 10'-4' ( it•-Y 75 To'-1' 10'-1' _-_75 -_ - 8'-9° INSTALLATIONS. _80 W-10" 9=1 D' 10'-0' 70'-9'- g0 -9+IO"_ 9'-10' t'F EXCEPT THAT MAXIMUM SHUTTER SPAN L+'OR -- L-'AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR BS 9'-6' 9'-6• 9'-_9"_ 10'-5' _B5 9'-fi' 9=6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE -5' 7p'_i"._ _ 90 9--,._...__9_S_ SHALL BE UNITED AS FOLLOWS: RATING: _ t- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: _95 - g'-0. 8•-gam__9_t 9_10 95_.. _ 9-0� ._8-g L1-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE 100 8--9' 8'-4' 9'-0' 9•-7" 100 8`-9' 8'-4' L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING "- - --- - MOUNTING M)ON SHEET 7. INSTALLATIONS. ----105-._. 8�7.....1...T-11s_-9r_9"-- -9-4" _ IDS------e._7:.._.7i1' _---110 8'-4' _T-T B'-T i-9'-2'- - -110 --�e•_4•-----Y_7: FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE _115 _.�_ MINIMUM BETWEEN "LI+'. 'L2+". "L7-'AND "La-" 120 --8'-0'-_6•-11• _8'-2' B=9' -120- 8'-D• 6•-„• SEPARATION TO GLASS SCHEDULE -_125__ T8'7'-10° 1-6_8' 8'-0• e'-5' 125 - _7=10' 6'-B' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 -- ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN -_ _ 6'-5' T-10` B'-1' _130___ _T-8' _I 6'-5'_ MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR T-135T- 6'-2' T-9' --T-g' 135 7'-7• I 6'-2' WIND ZONE SPACING. 140 7_-5'_.i_5•-11- 7'-7'_I 7'-6' -i4o 7•-5_ I_5'-11' ASTM E-1996 SEPARATION 145 _....7'-3- 1 5'-9" TO GLASS 150 _ -7'-2- 11 5'-7- 7--4- 1.7-0• 150- - _- 155 7-0' 1-5'-5' _7'-2' 6'-9" _. I55__-7'- V0' S'-5" _ 1 THRU 3 " =11' I S'-2' 7•-1` _6'-7`_ _1160 6'-11'--g'_p•__ T_165 6'�10'_I_._.5--1" T-O'-�.1 6'-4" 165 6'-IT- 9'-2- - 170 -1-a'-,1' 175 6'� 4'-9' -6',-9' 175 8'-T` I 4'-9'^ 180 6'-6' I 4'-8 6'-8' S_,D -1 -80-- - ;-4:_B: H V BLADE 165 6'-5" 4--6' G'-7' 5'-8' 185 190 _ _6`4• 1 4'-5° 6'-6' 5'-6' 190_ 6'-4' 4-5 ---I 195 6'-3" I 4'-3' 6'-5' f 5'-5•-. 195 _ 6'-3' I 4'-3" _— 200'-_ 6-4• I 5'-3- 200 2os 4•-1' V-3• I s•-7" -2os_ s=,=-a-i= FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' ,�ogll�IWI110" 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. (frBERTHA Shutter ..9 �_ /71LIECO .Mc. Accordion Shutter System ---�� ® ■ ■ ® H.V. BADE g1 W/OR W/O KV.WINDUN MADE N0.4 1 v—_--- American Shutter Systems *: TILLIT TESTING & ENGINEERING COMPANY Y Ev.H DPseamDN DATE DRAWN 6r:MICPr./Lc. 6355 N.W.36th.SL,St".305,MRGRTLL CUIDEUS,FLORII III Association, Inc. , OLD t7-1o7 /2/zoz OATO 7/2/2020 ate: STA =OF cc Ph-:(3M)871-1530.Fax:(SD5)871-1531 426E Westroods Drive 2 e-ma1:U'IecoOaol.crom West Palm Beach; FL 33407 3 DRAWING No F(0; IDP '��a` rA--0006719 4 20— 64 ON 1/SIGNATURE/DATE FLORIDA UC. SHE 6 OF 20 MTi,(IMUM ANCHOR* SPACI A SHE rO RIM MAX, SHUTTER SPM. OD A.S.D. DESIGN EGN ON ACRRESPON MO Iv:.N TYP FOR CONCRETE OR CONCP_R�Tr, ANCHORS SPACING LEGEND POURED CONCRETE .d011N11NCS ti e"COA•:O" ON SHEET POIIItEV CONS OONCRE(E� TASPA OR `)WALL HFA�R�MOUNIINC UWNl HE/EI7-YOUNiING ®K, �YOUNfING D)WALL SILL OUN!ING D WALL SILL UNfINC U @(JF'WALL HF/1DER/SILL 7APCON WITH ADVANCED SPAN W/ �+ W/ NOUHnNG THREADFORM TECHNOLOGY (R) Aso.6Em1 Iii:ONE_ w1TTNS ALSO.MM MWK FRISI RAtrc/ A".OFF54n1 KMM FFMSS--FATS.(x+Asa omw MMM RRg7.18 MW•�ASA[MM m6axE w�wort km Ma ate+racusE wam,a�IwHc ALL POINTS SOLID-SET so14o{eo7 isl eD ilzo tsolzos Jo 4o so 7s j so ,20,ra(xos Jo 4a 60 7s eo 1zo,6ofzas JD 4o so 7s l ao i20,so aos Jo 4o w �579D t2D,6D 205 Jo j;D 60 7s w ,zo,no zas u 12 ,o e_ a e 16 e u 12 ,0 g e e s e ,a iz /0 e e e a 14 ,z to s e e s - fs ,z ,o e e e_ s s5 a e 6 g BLUE RAP 3' iz 10 s_e_e s s fi ,z 10 14 iz Io e-e e n s is tz 10 a B e s s ,4 1z ,o s e e e a e a e e e TAPPER+ --OR ii 12 io e e e- s s_ a I2 fo s` e` e a e is 12 10 e e e s e is ,x 12 s e e e i ta�z 10 9 e e s 1 s e e e ea ss 2 tD e a u2 i1i'`9 e i e e e 14 ,z 10 e e e a s u tz io D e e s - 14 1z io e e—e e i e e 7 ,0 9 e a e 4 14 ,x 10!e e e 1 6 e u t2 1n 9 s e e e u 1xrjO s e - - is d12m B e 5 ss - e a �a e a 7 5S 4 ioB s i+ 12 10 e e e t a e 1{12 10 s a e s 6 ,4 , 14 s a 7s se ! e n 14 iz_ io oe a 4s - t`4 iz fo B 11 e e 8 4 14 1z to a a a e 1 n ,4 1z a e s - - ti o a ee = B e es iz /o o` e !s e a ,T,2 10)s e n 8 6 is ,z ,o s e e e s iq s B i e a"=i Is fo e'e e`e=`e s e e 1'e e i'ss 4 1x_ 10 s!ee a!44--� _[14 1z 10 a e e_ a Js 14 tz 10 a e(e a e u 1x I fo a 7s I- - - /4 Ix fo B 75 as - - e e e e 7s u 4 J S.-0. i4_i2 1—o a e e = ,x in 9 a e a JS ,4 f2 j io 9 e e s a u f2•ID a e 7 - f4 1z io'e a a e - a I'e e e e e * SEE ANCHOR 1--- f I '_ fi4 ,2 11D e e 55 = 1z m l-ti a e ss= is ,2 112 9 e e;s 1 s a ,2 1D a 9 J - ie a ,oI B 6 7 s a t e s e 7 s 4 SPECIFlCATIONS _�_II = =1-4 1`zi io i 9 l e—e = 11s is o a e e u ib liz'10 9 "a e i s l s a 112 1,o f 9 e I- - - u iz m i5=1 e`a{e e a i5 ss�T ON SHEET 13 14 12 to B j B 55 J - _12 10 _a_(8 8 45 - 141 tx 10 9 I_n I n_t e B 14. 12 1 BS 75 4 -I_- - /4 12 9b�7LSJ:.I- B_iI.n 1 8 _7�5!851 4b 35 14112�10 i 9 'e 111211U �0 8 'e_Ib i� 141,7x _it)i'e- 8'E 155 J.S 1� 12- 10 0 4.5�`-_= 14 12 104 _ 9 1I1g•_D• _.I 1-6 14I1210I8 5 - I- 12 f0 9�8 9 41- 14 i12 10Ian 6 �514 12 10!9 5I- - - 14 12 f01451-(- BIE1a E1EI 8-I" 14 lx 10 t 9 l a l 4 - - 12 f0 B 1 0 FRS I] - ,4 1 12 io ,o_I e_ e_ a 14 12 1 0 IS - - - 14 112 a a5 s.s I- - 9. B B s3 SS 4 I J 1- 74 12 10 I B e 1 12 f0 I'G j a 6S ] - 14 12 10 9 9 e 8 _ 1�_�2I ID 9-I}j.-8�- I- 1{112 i0i 9 e 7'-0- 14 12 10 9 �a'.S'1= - 14. ,4 12 70 9!B 7 -4 _ 1{f 12 10 I- i - 14 i t2 t0I n I65 8 18 I 8 I 8 aS S�'- i1 12 10 12i41,x fo191e e ="= is i2tio sle a 61- tal,z�,o si� 1=i= 74 12 m1es191= =1= aF—s a e i s141 14112 10 9 55!J -i-_ 14 1x L10 9 e 14,5 - - 14 _i2 10 9 n I n - - 14 11 7 - 1-y 1T- -j 141 11 7 15.513.51- JS - i4 iz moo B 531_=I- 14 fz m e e ss1 - ,4 t21,o s e e - 14 12 to 7 4 _ s2 70 9 e J a s 1 e a 1B is 7-a ♦SEE LIMITATIONS OF USE FOR 14 f2 10 15.5 I I- -`=sI 1z ,o B I a -i- - ib 12 1 10 9 e u l =u 12 as s -I' 14 f�i as 7 4 1 'e a 1 e 7 j 5.54 a BLADE ,A ON SHEET 19 ____ - ( r tf iait2io e1eif=l- i4tziDl9 a e (_ - u;12 9sI 1 i=7 iilixlos`i7.�s"iqs =f=a aTe"ibi'e 4s 14 112 I.10_BS 14 112 tt 10 9 17.5 1-_(- 14!!12 10 9 8 (_-_ 1]19S 4 - -1- - I- 1J I ab 6S 5 -I- -1- a a 165 s 14 ] 14 i12 i10 6.5 4 — -i= 76 77110 9 ji31- _ = 141i2_10 9 8 - - ,4 12 10 5 - - ,4112 10 o Ies 1__=j_ e, e_-e 1 B 8 85 61 J s'-0• — t I I I _ to�-t-z-es 4�_ -_ =i4 ,2(,0 9 451 - - la 1z l io ssj_1=. 1s msf�u �� iq ins is a "e a ss�ss i_`- i411z1,o1e 4 - - uT" i- 9 7I- - 14 1z1111to Blear-1- 14I,z137 1 - 74iix a Bs -1 =T e e 14 12 8.5 5 ].5 - - 14 1x 10 1 9 L55 _� 14 12 ftfl_ 9 I B - - - ,.S e5 1- - - 115 e3155 - - - SS 45!35 i4 12 95 5 3S_ = 14 12 IO t 9 SS J- - 14 11(k-f0- B B - - - 14 12 7 - -i- - 14 112 10 7S 5 -_ - _ a 8 e B II B 7S 45_ j9 12 55 d - Y 14 lY)10 14 lOS J' 'jjlf�� _ 7 5.5 4S JS 14 12 9 4S ] _ �- 14 12 i10 9 S -i - 74 12 If0IEI B =I- 14111 =�1-i - f- 141111751-1- - - - 8�75T 6` 11•I 12 7 _-I- - ,4 12 .as a I s /0 112 7 14 tx 10 _ - - 14 ,2 10 — ,1'-0 ---- - I- - - 4 t2 S I- 14 i2 10 -1=_ a 8 8 .1 8 7 JS ,411x es i-=i 1�12 14 A2 14 12 I f0 - - �10 - pS x.4 B51 8 B �5.514.515 1-�1- as 10 - i4 ,0 7 - - - 14��2 11S5 -1- - -I- 14 12 10 - - - - - 14 I Ix 10 - - - 93 7 -!- _ - 95 7 J.S� 1-( a 7 45f11S.S 14 121010 12 4_ 1- 1{112 70 t2'-o' i ==14 u e _ t is m = 1 _ isles—_- ' - isi 4 e1 5 1-I- - - - 14 12 10 - 14 12 1,0 - - I-�i .x.51 C 5 - 1- I�-I i7.51�45 -� 1- -1- _8 6 !-1= ,3-a- ';`-z _�__{_ _ 14 12 ,!;zi=1_ a e e a5' sf�51-='= - HV BLADE ORnHV BLADE ;4 ie - ;4 ,x - T _-._ = e-g I W�1�A HV WINDOW BLADE . 14 1x 1- 81�B j5.51{.5 _I_ 12 It•1 14 I lx!=I'= 14 112 - _ - _ 14 1 9 = - �_ - i4 I tx'1- -I- - - e a I_B I e 1 73 4 I�i - ---- _ f_ _ - _ i- -1- WORKING IN UNISON �► 14-1� 1' =�r 14 1zl -I_ .I 14iis 1- = fo s'=1=1 == eisisj4 ] - i411xi =i= - 141i21-i- I- -"1o'slal- l-i=1="i- - os e. = -i- - =i= a ef-14 sfgi=i=!-i- �a 1'-I---.._- le I= 1=1=1=—. -+_ -=-z=i=-_ __ =; 1=-;o ==1=..:1._ 1=�_ S15s1' IA - __ 7 71s Jsf- -1-�-,- iG'-O' tT=_ --1--- - - 14 Fib 14 -i=�-i-I-1-i- 14 - (_ I_ _�_ - 14 - I- =T==I=T-5�--i_ -I 'i=95 �-1—� - - 8..1-85_� J,5 _I-i-j { Fj RIDA BUILDING CODE(Non High Velocity Hurricane Zone' ` �11111111111t �/'''' 02020 T2.TECO,INC. 02020 EASTERN METAL SUPPLY, INC. �•` T(�i f��{ r�• T=� BERTHA HV;:a \yCEN '= COs ordion Shutter Systemaallo.441 7- Hv RAX JI W/OR W/o IM WOW BADE TILLIT TESTING @ ENGINEERING COMPANY American Shutter S stems Y MJ D6CRIPRON GATE OWN BY. B.P 0353 Kw.JRh 51 5k.Jos.„aowA 6AFeFHs,ctOaDA]],B; Association. Inc. I OLD 17-107 L2227 DATE 7/2/2020 f>�'• STATE Ptrone:(3051871-1530.Fax:(305)871-1531 4268 Westraads Drive z %gyp'., F� ��� e m ti 11Reco044Lcam West Palm Beach, FL 33407 J DRAWING No ,o .. . oL-OQ(o7,e S . 'fir �` WALTER A T1LUT Ir.P.E 4 20-164 L/SIGNATURE/DATE " 'U.1 46167 5 SHE of 20 MAXIMUM MCHORIP SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D.D69CN NEf�TNE PREQNRE RATING-AND A CDR; I )NIXNG I(OL!N!iNG TYPE RN!OONCRETE OR CONCRETE BLan(INST 1tiTIDNS (SEE MWMWCS E.0.&R ON SHEEM 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Mwo CaNciE]F/00 om max ROARED OONCIEIE (A) TO EXISTING POURED CONCRETE.(Min.Me-3 Iml) WMUb @WALL SILL MOUNTING ©CEIUNG MOUNTING QH FLOOR MOUNTING -1/4•0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDEX.(Min.rem 3 Its SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SEF ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.rc=3 kai) (10 __OEM 1OGUIVE PIrm1EE PLmVG_I-11 19 m P103S4TE RUNG ._ SA _ RATING:wi -1/4Y BANE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.f e-2 1mi) 30 ;i 60 7S ED 120�160 20S JO 40 60 75 90-i 180 2-5 311 40 BO 7S 90 120 160 205 TAPCON OR - 1/4" TAPPER+ANCHORS AS MANUFACTURED BY DOMT.INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. PI Pe 3 ks, 14 12 10 9 B 0 6 5S /4 12 t0 9 e e e e 14 12 1010_ t! 8 B 8 B THRFADFORM TECHNOLOGY t 8 8 6 8 11 12 10 9 8 B 6 B 14 12 I fO 9 B B 8 6 ALL p01NRS SOLID-SET NOTES; OR 74 14 6' B B e 14 12 10 8 0 B 6_ 6 14 12 10 9 B B 6 5 BLUE TAP W/CAP At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 6 0 7 14 1'2 10 9 e e.e 6 14 12:10 B 0 1, 6 8 ANCHORS IS 1 3 4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 B 7 5.5 35 14 12 10 9 6 0 8 g 14 12 f0 9 0 _0 e S TAPPER+ /�' 4'-0' to 72 t0 B 0 e 6 0 is 12 10 9 0 0 e B 14 12 10 B B 8 8 5.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUO-SET ANCHORS SHALL BE 7/87 INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 B 8_ 0 8 4 14 12 10 9 e 8 6 4S 14 12 10 9 8 6 4 35 INTO STUCCO SHALL BE PERMITTED.1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 /2 f0 9 8 E 6 4.5 14 12 10 9 8 8 B 55 14 12 10 e B 0 e 65 1'MINIMUM FOR WALLS WIN NO STUCCO. 14 72 10 _B 7S 55 1I35 - 14 12 10 9 8 B 0 S 11 12 10 9 0 7 S. 4 •SFE A710.Y9 OF 115E FOR ��f-_. 9IADE ON 91FLT 19 5'-0' 14 12 10 9 B 2 B 18 A. U 12 1Il I 0 B fi 0 55 14 f2 10 B '8 8 8 �5 A3)IN CASE 7FIAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE E7fI5TING WALL OR FLOOR, 14 12 10 0 8 2jj 7 r 4 74 12 10 i 9 e_6S 5 3S 14 12 10 8 BS 5 35 3 ANCHORS S}Wl BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS WDICATW ON 11 12_ f0 9 8 17.5I45= 14 12 f0 i 9 6 B 6 4S 14 12 TO '9 j B B a5 3,75 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 112 19.5 75 1 U 451-I- 14 12 10 8 8 75 5.5 4 14 _12 10 9 B e 4.5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 12 10 9 8 0 6 f4 t2 70 9!e B e_ S 14 12 10 B B 65 5 3.5 14 12 12 B _7_.3 k5i S 1(__14 12 fa 105 7 5.5 4'3 14 12 0 6.5 5.5 4 7 tI (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 11 12 f0 9 6 I s -I 14 1 t2 10 1 8 a 6 It.S 5 1!'J.79 14 i 12 To 891 B 5 4-1- - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BURDEX. fa LL72{•B 6S 5S,3 - 14 ]2 10 9 1 e 85 4.5 JS 14 12 10 9 7 6 ff3S!3 - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. i{I'2 I i0 9 e (0 - = to 12 10 9 6�7 S 4 14 12 /0 9 7.5ISS f 4 S - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14.72_ti i0 0_&5�4 - - t4 12I a 75 8 I!4.5 JS 14 To. 7 S.5 4S 13S ((�- - / APPER+ANCHORS AS MANUFACTURED BY DEWALLT•INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 112 1 10 ILR 7 1 44 = 14 12 1 fo'9 7S t R-5 4 - I{1 12 9 7 751..51 OTHER APPROVED LICENSED OR AUTHORED VENDOR REGISTERED WITH THE MIERICAN SHIFTER SYSTEMS ASSOCIA710N•INC. 14 17 7 155 45 14112 10 9 75155 4 i{ 12 B _7 8 4S 3 NOTE 8'-0' 14 72 f0 1 B �8 05 14 72 10 9 74 72 10 ti•85 5 3S 9.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/GIP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 7_-5.5 i 3 - - 14 12 B 65 5.5 4 3 - 23 BS 6_ S ♦ 3 _ _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 14 12 9.5175 6 - -I- 14 12.95 R B 65 S 14 12 6 -a ii 13 t9_5 OS 3 J.5[- - - 14 12 10 8 18.5 5 - - 14 12 I B 6.51 5 4 -1= B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 11 7 16S1 5I - 14 t2 BS 15i SS9 7-5 -(- 14 110.5 14 12 87 53 36 43 = EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO _ 4 12 EXIST•AND 1'MINIMUM FOR WAILS WITH NO STUCCO. 11`5&S�5.51 4 -1_ -!_- 14 12 9 17 114S - 14 1 1t 7 SS 45 S5 1- H.3)IN CASE THAT PRECAST STONE,PRECAa'T CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 74 12 B TS - -i- 14 12 f0 B 65 5 -14 12 8 6 S 4 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 70'-U'.-- - -14 fos5 J5 - - - i3 s5s4w'(75 5 4NOTES ELI)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WrMOUr METAL STUDS CONSULT THIS ENCNEER. 14 i 1 5.5 - - 1♦f11S1 9 8 5 1 4 = 25 9S 6 ,5 { 14;-1- FOR NSTAL ATION INTO EIFS WITH MEDLL STUDS SEE SHEET 20. - - - µ 12 B 65 5,51 4 - - 13 10 65 5 4 3 I1'-0'1T 12 10 = - - - - 14 112 9 7 6 44 - - 14 1a- 7 5S 45 35 (C) ANCHORS SHALL BE INSIALLED FOLLOWING ALL OF THE RECOMMENDAMONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 17.5 eS S_ 12 9 6 45 4 3 - 9 7 1" J5 3 1411C 7 = =14 toy 7 55� _ -1- 15 6.9155 4S - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 1 7 {5 - - II- - 14 115 7S 6 5 - _ _ 12 9 18 1.5 1 - - 74 72 10 I-I- 14 12 9 es 55! f3 to 6s 5 4 =_ _ = EDGE DiSTA1JCE.YEEr$ll SPACING SCHEDULE FOR ANCHORS; 12'-0'I1S 8.5 0 - - ( _ 11 8.55 1 3.5!!!_-- - 8,6 4 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACNG 351 F51 6 1�- - 1S 93 8S S. 4 1'- -(- OS 9 5 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 111' 7 15.5 4,5 - - 11 8.5 ii 55 4.5 SS REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING IND'CATEO FOR EACH ANCHOR TYPE. 7!12 = 14 11S 75 6(5 - - 12 18 1 6 45 4 `-� FACTOR 13'-D' -�- as 10 75 s 1�4 3 = - %siu a s - _ ACTUAL TAPCON WITH ADVANCED TAPPER+ -12 9 1 6 1451 4'i=- =Y5 7 15 4-,- - = EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8 6 13 8.5 G5 5 1I- •Os 7.5 s 1 4 n HV BLADE OR MCTANCE THREADPoRM TECHNOLOGY MIN.SPACING 14'-0'14 12,}-_I- ,_,. 14.i145�7 Sb 1=(T -__. I7 8.5155 4.5 =__i- - E.D. MIN.SPACING=3' MIN.9'AGNG 3' MIN.SPACING m 3 1/2' MN.SPACING=3' 3 7I4• 4' YO 7S(.�yI 1 7 ss 1- - 7 S 3.5 J _ _ (1)HV BLADE W� POURED CONCRETE& POUSO E pOME MOOR POURED CONCRETE& POURED CONCRETE&pD p 1DNDElE oDaRLTE BOOR _ _ 11 i 8 IS5 45 - I-1- Y 65 {5 = = = - - �1,�1 HV WINDOW FPLCONCRETE ED YAK L8N E0..3 1/2'MN.FA..2 1/2• CONCRETE 3 LOCK CONHCRERE OL . K -EIl•J 1/Y MEN.t- 1/Y 73 - - - - -I- 12 1 9 6 _ -I-- - 1- 9.5 715'-0 3' 1�0 0.90 1.0 0.78 1!O 0.84 1.D ,� - -�- - -1- ss to s5 - -1- =I fo.6 B s - BLADE WORKING ------ _ -- ------- - -- - _ -__ _ _..._- - - ,,-D .. esesiaa = =1- -1=us s 3 =_?= _= ON 0 2'-/2- _o et= -i:o -- - - - 0.67 1.0 IN UNISON - �=as 9 / '- -i- - - -- 2. - - oit _�. ---. _�.-.__... os1 - 7 •i.5 is SS _f_ - i- 9 6.5 4S 1 3/4' - - - OS7 - -- - --- - l_. 0.43 --- 16•_O.14 .2.5:.5 a i�-1 i- -I- 70 75 -._'(1-i_ - - 6 p6 41�1.=1=.. -�_ ela�3 _ 11/2' oas o.3s os I - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' \\awll,(IAII( ��TIFAAAA�' 02020 TILTECO,INC. B 2020 EASTERN METAL SUPPLY, INC. ,..... ..!r BERTHA HVTLt \,\CEP F'J9' �� ®���� Accordion Shutter System No.44.67 1� � ® �b c' KV MADE#t W/OR W/O H.V.►INDOW BLADE American Shutter Systems A: * TILLIT TESTING & ENGINEERING COMPANY Y .N DESCRIPTION DATE DRAWN BY: MP 0315 N.W.361n.St.Stm 305,VIRMIA GARDENS,FLORIDA 331C Association, Inc. I OLD 17-107 V/2/2o2C OATE: 7/2/2020 STATE F PAe 4:(3os 71-1530.Fax: 305 871-1531 4268 Westrocds Drive 2 ���'•. t )e ( ) DRAWING No .'eCORI P,. , e-m6i 6IW�60o�ol.mm West Palm Beach. FL 33407 4 20-164 �,,A sS�••••• \\\ WALTER A.ULLT Jr.P.E. 'igAFT�NA in`\�EAL SIGNATURE DATE FLORIDA Lk. 4a167 6 SHt3 Of 20 nfum {� / / &S.D DESIGN NEGA7_1VE_PRMMH AS CDOGE S(nPO)N DaIN`HGE DIAUOL IN TfEONDR A R NN N RETE BLOCK II�ONS (SEE MOUNTINGS 4 A K A L ON SHEET 7) POUR POURW CONCRETE BLOCK ktAIMM ()WALK OVER h III)TRENCH J2)RAING'UARD MOUNTING ©WALL/FlDOR MOUNDNG L W ANCHORS SPACING LEGEND SPAN61DLNIING.1!_, Q ALL/WA(K OVER MOUNTING TAPCON OR UD t o-®aii wK Wik551OE Mw(0 DM RMUIME PI F54WE R� kM-1ISM NIEVIE PRISM RAIijr- EM T-F9-K¢i M1ffMYE p=g R,VW{p TAPCON WITH ADVANCED 3D I w lS0 75 BO 120 tp0 2� 30 4O BD 75 sD 120 1-6 205 .w 140 6O 75 80 120 1601<OS 3D 4O 180 751 BO j120 160 205 THREADF WITH TECHNOLOGY 14 fz 1 e e e s 12 1z 1z 12 lz 1 B 7 7 7 s s s ALL POINTS SOLD-SE! 12 2 172 i2 12 C5 7 7 7 7 7 7 7 7 7 6 (6 5 5 S 9 5 512 10 B a 8 B 6 12 12 12 12 OS E 8 !3 7 7 7 7 7 ( 9 61 S 5512 10 B e e s a ii i2 12 f2,2 tD 9a 5 i i1.7 i�'i 177 i i-e i s- s`5 s s 3-i s TAPPER+ /4 12 10 B l p B B 8 12 r f 12 12r 5 I S 7 7 1 7 7 7 1 7 15.54 5 1 5 S S H-1. 5 4 14 12 rto D e e 6 p 12 �12)f2 i217183 7 7 7 1 7 7�7 j 7 7 61 5 5 5_! _14 12 r10 B e e 8 8 12 121128a.3 tJb 7 7 7 I7 7 7 fib 6 5 5 I5�9 I 5 S_14.1212 '12T12 f0 53 / 7 7 7 17 7 7�7 6b 5 'S 5 5-1 35 5 T141,2!!10 9 e I e fflf: 12 12 12 ,1 9 7 9 4 7 7 7 7 1 7 SS jj 4 1 J_ S S S I S 5 5 1 45'-0° 110 B p i e 12 12 12 12 10 17.5 53 4 7 7 7 (7 7 7 `7 75' S e b 5 5� - ---�- - - L_ ----10 5 E1212 BS 75 6 115 3b - 7 1 7 7 7 7 7 9 33 55 5!S LS�tI S 11 54ia- a e-�e r 12i2112 Bs�e is s5 i-{7 i 7 i"'i ss i' s Is �s is Is 1s`Is 14 SEEANCHOR 14 12 10 9 B 8 e B 12 12 1S 9 73 5,5 4 J 7 7 7 7 1 7 4b SS 5 5 5 5 B_45r4- 14 SPECIFICATIONS 1 1�--JJ_p 1 _ __ 6'-D' 7s'iY.1,1- e- a }a 's s f2 f 12 I fY-1 io e�J'a_a3_�s'i 7,71.7 7 1 7"-7" i�_i s s 7 s(s s s g ON SHEET 13 1{ 12 110 i B B B '1`126 B.12-i112 0 p 4�'3 _ 7 7_t 7- 7 7 f 1- . _ j9_"3 1_5 16 p 12 112 e3 5 '.751- 7 7 j 7' 7 7 6 145 1- S 1 5 (5 5 1 5�5 112 110 I B e I B 6 16 12 112 10 a 16.5 6 35 I_- 7 7 7 165 53 11 I- - S 3 1 g S I S 1 4 3 1- 7'-0� 14 12``10__9 `e l 6 e 8 12 72 17 85 f 7�_ S 7 7 17 7 7 7�j�7f 3 S !S 1 9 1 5 1 g_ 14 12110(jB I8 'I8 6 8 12 if0 8_5 8 4S J - 7 �7 I7 17 Lb lb IJ- 3 �S Ig S I5:13(35 3 14 1s Tio l a e f`e--s a tz 1,2 e3 i-ss s I='=i T7 i jiTS l- 5 T s's j s i s 1 s i7�- Q VAl1D ONLY FOR UP TO +70, -75 14 12 10 9_ e e 6 1- 12 12 1Bs 7 ss 14 J I- 7 1 7 7 15,5 1<s ]_ - t- 5 s 5 5 143 1J51- I- PSF A.S.D DESIGN PRESSURE 8'-0' '4 tz`10 9 12 12 OS 73 a 43 Js 7 i i 7 i �'7 7 i 4 5 s 5 s s_ s I s s RATING & FOR SPANS PER �..- !! 1_ 1{12 "i0 9! e 6 12 �8-14.5 s_yfj7�=�-j r{7 7 7 53 4 {j{ _1 s s 5 s rs 412�= SCHEDULE //3, SHEET 11 14 72 to 121-1i I1- f2 11 17s 1 6 5 (7.75=I- 7-17 7�75 8S 1- --5 -5-iSf-.-- 14 12110l e_ 0_Ie - - 12;11317bIfi j5 Sb 1__I- 7 7 f0.515 4 I-_ 5 5 S 5 4 J I- B,-D• 14 17 110 I B_ 8 0 - 12 r{12 93 j 65 5s!1�3 1- 7 7 1 7 7 7 7 8{I J 9 5 1 5 5 5 S 5 S 14 12170l!B_ e B - 93t 8-6 4 551- 1- .7 }7 17 8 9 J5�I� 5__5 S _8 5 ��jj445- 14112f101D 81e - - 1211083I5 1=1- �- 7 7I7 6.5 _1.51- i- l- 5 5��51515 �4I- /4 12 i 10 B B I e I- - 12 O5 7 5.5 115 JS ff - 7 i 7 53 l5 IJ.5 _ 5 S t�S_I43 JS 1- - 14 12 f 1D B 8 p 12 11 83 7 _r{. 5 5 5 5 6 4S 14 12 10 9 6_�61-.=BS 7 4S 3S _3----.- = 7 !,7 7 T53 43 - _ 5 5 S l`5 IS 1_5_ 1� 12110 9 e e I- I- 12 B 6 `5 � ��- 7 78 S 5 I5 1S 115 51- 1- 14 112 f0 B B_ B I- I- 12 BS 5 4 ] _7 7 _5 4 3 - - g 15 _5 4 IJS 14 12 ,0 9_ p E 1-�_ 72 70 7 5.6 1.5 i5 - 7 ��7 17 7 7 3.5 -5 5 5' 5 15 �5 5 1 4 11'-0'- ,4 o a B Ii= _ ,�; 4 ;3 s _ - 17 88{'S f=t=1- 1 H V BLADE ONLY 1.58 S5 4 - -�_ {- 7 j7 r7 I 4.gl_ _ 1'- 14 12 ,0(f 0 B I- - - IS 83 SS 45 3S 7 7 aS 35 _ _ - fi )12'-0- 14 12 10!I�-9 '8 - e Be N5 3 1 7 7 11 !371 141f7110 i 9 BB I- - -70 7315 14 1-.1_7- - 7 )7 8 jIS I- - 5 1 5 19 4-1--1=�- 1411210 9fe_ - 0518 S 4133 I 1-_ 7 e5145� .•'i1�1- -_ - 5 5 45135 31- 1-K- 14 112 10 15'BS 8 4S JS 7 ( _ - 7 7 7 )7 f 7 5.5 =q 5 S 15_ 5 5 43'JS 13'-0'_..-_--.__ _-__ __� I J _I- 5 #5 9 14 1{112 I f0_ 9 B I- - 7 SS J5 ] 11•12170 B 8 -1- - 9 7 4.5 .751- -1 7 1 7�185 48 _ _ f_ 5 1 5 S !S 4 - - 14 17 10 9 - - - 1- 10 jj7.S S 4 3I- - )- 7 6 ;4_IJ -1- -_ - 5 5 _4 ;_! - - I- 14 12 10O.S I B dS 4]S I- = 7 7 7 7 7 - - g 5�y 8{j}3-6 1 4 J 14'-0�14 12 10 -9I 1-�= 6b1�_�-__ -.. 7 7 �5 - 1 - 1t3 14 1=.i.="I=..(_ 14 12110 - 14 12((10II- I-_I- - 9 7 43IJ.S1J - 7 53.5I- __ - l- I- 5. 5 )JS J1- - j- i412(101=I= '-j- f0�77 s- 41b -i- 7 -7 . 7 7lJS1=I-- s1515 S7S- S-4 D. 15'-D•14 112�10 --(_ 6 143 ] - - __ !!II I f -_ -I- f4.112110 F-I- - I- 1- E I6�4 - _ - i- 7 1y7 B 1,-�- �_ I=1= 5 15 145 45��- _�- T4 112 110 I-1�.1 - I- pS lley f 4 33 - - 7_SS S.S ��f - 1.._., s 1 s 133_ - 1S'-0"14 l!I12to 10 1- 111- I1-�- It 14.5 3 35 3 =_ 7 B�b f!(4 7 fi i] = 9 1 5 4 13S S )J 14-{12 f0 i= f='� 1=1=13 t5.5 is7.=_ - =7 7 _4 ;--_"5 S 43 I= --I- 1=- FLOW BUILDING CODE(Non High Velocity Hurricane Zone' `LLt1UIII ' 02020 TLTECO.INC. `` �•�••...., ••/�, ' 02020 FASfERN METAL SUPPLY, INC. :;A9= BERTHA HVTM - IL �CO �r��. S S Accordion Shutter System No.44167 - i ■ • i KV. 9.ADE#1 W/OR W/O H.V.W NDOW BLADE TILUT TESTING Q ENGINEERING COMPANY Am®rican Shutter Systems ,Ev,K DMItIpm DATE ORAWN er: Mr a'• _ 0353 N.W.361R St,Ste.305.VM MU GARDENS.rLOWA MICE Association, Inc. , OLD 17-107 STATE F ./z/zmK DATE 7/z/2ozo %'p••. Phone:(305)871-1530.Fet:(305)871-1531 4268 Westroods Drive 2 soc'• 'e(QR1 �� e-mafL 5ltcoa09el.com DRAWING No / �c1 ��6718 West Palm Beach. FL 33407 3 /O CND` WALTER A.TGN J+.RE 4 20-164 �p7/p4NA`�411EAKAL/SIGNATURE/DATE �°R0 Lie I a,s7 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDINGMAXIMUM ANCHOR SPACING (in.) SCHEDULE F FOR A aim tteY, SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RONG AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEER 16&17). !H� L_-J EE3 S T R AT E_ SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FlR SOUTH SOUTHERN N o. SPRUCE PINE SPR CE PINE DOUGLAS FIR W/MIN. G=0.50 W/MIN. G=D.43 W/MIN. G=0.36 1/PL MIN. COX p2pllU 1pM�N�pDmOSs, FIR NORTH FIR SOUTH MKIBMUM MIN.(; O W/ W/MIN. G-0.43 W MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS Wes- MOUNTINGS 8.0.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS W & x W & X W & x P & 0 S&V S&V S&V :=®IIRARI�IER®C(�1 ?�O�I17O:flEf!®tE 17m'I6(p) •.®011®SR6SiR 6YE{pQ (�'-p 7Rpp]S II®HIRBC(Idf •:M013 [Na�RGNGM l0IIIEV,'f-E7FORIO1i(� LI�®--i79T'A-E7Ra9KZ 1/) •O RSAII8i0SR XWW" S.oSMW�8 RF59fE fAtD(rlJ tSR LLE50f11®Od IB�IEBtOD� .3014060 75 30 140 1 60 75�90 POS 30 40�b0 75 90 OTDS 30 140!60 75�90 05 30 140�6D 75 f)0�05 30 140 160175 90 OS 30 4I 0 i 60175 901105 30 40 60 75 90 OS 30 40 60 75 90 fl05 30 40 60175 90 OS ;'-0.OR 12 10 10 9 8 0 6 {6 6 fi 6 6 12 f0 10 9 8 8 6 6 _6 6 6 6 12 10110 9 8 8 6 6- 6 6 6 6 6 1 5 !4 4 4 1 3 ]12 12 12 12 12 12 12 12 72 12 12'12 12�12 12 12 12 12 12 10 10 9 B 8 6�j6 6 6 6 6 12 10 1DI9 8 8 66 6}6_i6 i6 12 10110 9 8 8 6 6 8 6 6 6 6 I5 4 4 4-(3 12112 12 12 12 12 12 12 12 12 12 12 f}f}12 12 1212 12 12 f0 10 9 B 8 6 16 i 6 6 6 �5�5 12-10 10 9 8 8 6 16 6-I6_I fi j 5 12f0 10 9 8 7 6 6 6 fi 6 5 6 _5_4 4 4 4 3 12 i12 12 12 12 t2 112 1212 12 12 12 I72 1212 4j12 0.6'-0� 12 10 70 9 B f6.5 6�6 8 j 6 5S I4.5 12 10 10 9- 8 5 6 fi -6 Ei.5 5 I4_5 12 10 f 0 9 6 3.5 6 6 6 6 5 4.5 6 �5 1 4 ill 4 3.5 - 12.12 I72 12 12 t 7. 12 12 12 12�12 12 ttt:12 12 12 110 8_5 7'-0` 12 I10 1 10 9 0.5 14 6 66.-S jlj.4�.5_j 4 12 10 10 9 15 3 6�f 6 f 6 I5 4 3.5 12 f+j1�0 10 7 3S= 5 6_ 6 5 4 3.5 6 5 1 4 4 1- - 12 12 i 12 112 12 12 12 12 12 12 12 J70. 12 112 T_ O.518.5}7S- 12 i10I107S tSiS 6 616151113.512 f0 106 3.5 _ 61615L.5 3.S�J 121701104 6 6 S+.5135 3 6 5 4 -� - 12.12 j12 12 J72 17 12112 12 12 1119.512112(t75,6.5 t--�--.--__`- {'-O' 12 110 f10 5 ...5�_ 6- 6 �SSpS 3S 3 12 10 9 4 I- - 6 64�5�4 3T3 12fl. 4 3 - - fi 6 i4.54 iS 3 65 3.5- - - 12 12(12 12 1270. 72 12 12 1.59.58.512 1216.55.5 _ - - - -- = 1_ I _1_ -_10_-0-0• 121107.514 - 6 6 5f4�3 - 1210 631- - 6 6 4p.S3 _123 - y6 6rL3.513 - 6 _5 _ - - 1272121 9�512I12112 :U.`8.S j7.5 f2112 i9 !7 i6 5 it'-D' 12 10 5.51--_! = 6 fi _4_5= - _12 10 4.Sj_ 6 5.5 3.5 - 12 - - - - 6 �5.5i 4 - - - 6 12 12 12 12 f0 8.5 1�V125 8 7 I2 12(8 16.5 5.5 1�4'-O' 12 10 4. - - - 6 6 4�_ - - 12 10 3.5 - _ 6 5 3.5- _ 12�10 I-- - - 6 S�J.5- - - 6 5 - - - - 12 12 172 ,1.59.5 B 12 7 B 12 1517.516 5 1J'-0• 12 10 6 �- _ -12 I. - - - - 4.5 - - - - 12 7.5' - -_ - - 6 4.5 - - __ 6 4.5 _-�- -_1212 12 10.`8.5 7.S_ 1� 6.5_5.5 f2 O.Si _.. _ _ 14'-0' 12 10 - -_ - 6 IS - - 12•7 -- --_ -5 4_5 _ - - 12 7 - -_ - - ".5�4 __ --_- - - 12 72 12 9.5 8 6 12� 6_4.5 12 9.5 i8.5I 5 4 _3 _ __ _ _ 1 - _ 7{j jj} 15'-0'-12 - _ - - - 6_I=1 -1 .12� - _ - -- -11.5 6 - I- I- 12 12�IO.a Ij 6 12 5 13 112.58.5 I t I r _ _ _ _ 9 17.5 121- - - -1- 6 i- - - 12 - - - 8.56.5 10 HV BLADE OR t 1) HV BLADE W_/ CA HV WINDOW BLADE WORKING IN UNISON* .SFE 1WRNi645 a I!19 18 FDR [ROOF�ON SIDI7 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOUO WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN NNE No.2 W/C-0.55(N.DS) 1/4•0 TAPCON ANCHORS,AS M4NUFACNRFD 8T I.T.W.BUR IODO DD( W/ YIUAI EMBEDMENT AS INDICATED AT -DOUCUIS FIR W/G�OSO EACH SECTION ON SHEETS 16&17. -SPRUCE PME nR NORM W/C-0.43(N.DS.) IXCEPIION.SEE NOTE 2 BELOW. -SPRUCE NNE nR SOUTH W/G.O.36(N.OS.) 2 ANCHORS TO HOLLOW CEOUHG SHALL BE AS PER TIN R MOUNTING TYPE U.SHEET 17 ANDSHALL CONSIST OF -MIN.1/2-COX PLYWOOD(1986 APA) HAG SCREWS AS PER NOS 2010 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RE00004DATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLOPEA BUILDING CHIDE(Non High Velocity Hurricane Zone; ````\�`Q p11TI��lAT,'i -- H02020 7ILTECO.INC. ®2020 FAS7Efi?I METAL SUPPLY, INC. 4 ....... •. BERTHA�HV Q .. ��pEN d9 I L E C® i N�. !y.S■ ■/i.c Accordion Shutter System 9. •' No.44 67 Hv.BIaDE1 w/OR w/o Hv WINDOW elaoE TILUT TESTING& ENGINEERING COMPANY AmeHCan Shutter Systems ;EV.x DESCRIPTION DATE DRAWN BY: MP 8155 N.W.361h.R.Ste.3D5.MRCDDA GARDENS.FIDRIDA 331 Association, Inc. 1 OLD 17-107 :/2/202 DAIS 7/2/2020 a: STATE C �l Phone:(305)871-I53O.Fay:(305)571-1531 4268 Westroods Drive z ff F' PL faHa � West Palm Beach, FL 33407 3 DRAWING No LDR r�t.� ra-DDD67t9 4 ZCt- 64 �� WALTER A.RWT Jr.P.E. a,,,sSION 5� EAL/SIGNATURE/DATE FLORIDA U..0 44167 5 SHEET 6 15 OF 20