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Home My WebLink AboutProduct Approval, accordion Florida Building Code Online SCIS Home Log In User Registration Hot Topics Submit surcharge Stats&Facts Publications Contact Us ' 9CIS Site Map ' finks I Search i Flar��a ~� Product Approval �1. USER:Public User Produrt Approyai Maw>Product or Aopllcatlon Search>paoilcation Llst>Application Detail FL* FL389-R10 Application Type Revision Cade 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@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.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..Tlllit,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 R_389 1110 COI COI ASSA QLADFI ,pelf F1.3139 RID COI COI ASSA BLADE1 2.prl( I L.389 R'IO COT COI ASSA St_ADE3.1110f 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.floddabuilding.org/pr/pi app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtnxpr;Yal A07-P- „aeuz7 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 Summa /of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(tap 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 BLADES p-d 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 FL 389 RIO AE PER ASSA BLADE3,p-d positive ASD load and 13'-0"for 35 psf negative ASD 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 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. r 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 RIO II DRWING ASSA BLADE1.pd 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 P ASSA l3LADE1. df Other:Large missile level 13. Max.Span is 16'-0"for 30 p.s.f p negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVI 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 110 p.s.f.for HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha-HV Accordion Shutter-• Extruded aluminum interlocking blades retained by tracks top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use installation Instructions Approved for use in HVHZ:No FL389 RIO II DRW ASSA BLADFi 2-12—f 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. Max. 16'-0"span at 30 p.s.f ASD load Fl 389 RIO AE PER ASSA BLAD51 2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Fi::;•t_ 4lce:t Contact us:,2601 Blair Stone Road Tallahassee FL 32399 Phone:850-407-1824 The State of Florida is an AA/EEO employer.Qiiy,rr jaht 2007-2013 State of Florida.::gyaev Statement::Accessibllity statement::Refund 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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,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.To determine if you are a licensee under Chapter 455,F.S.,please clickhaL. Product Approval Accepts.- Credit Card Safe www.floddabuilding.org/pr/pr app dU.aspx?param=wGEVXDwtnn%iwwu",•• ^� - GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2020(791 EDTIT@I)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS BE INSTALLED WITH A RECRONALI BE �FACTOR Kd NED AS 0.85, ••USI SECTION G 6T0 OF THE ASfE 7 16 AND SHALL NOT EXCEED THE MAXIM BASIC UM(AS..)DESIGN P REQUIRED RESSURE RATINGS JURISDICTION WOICATED WHERE SHUTTER WILL TABLE OF CONTENTS ON SHEETS 11 THRU 15,18&20. IN ORDER TO VERIFY THE ABODE CONDITION,ULTIMATE DESIGN.WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS AREA 1:. W BLADES(1)aG QA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCH FACT ORS ON THIS P."..AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION OR CD-7.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTWL H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44. SHEET 4 TYPICAL WINDOW BLADE&WIDOW DETAIL -HY BLADE O 50214.01-D3.#0715.01-03,#1004.01-05•#1214.01-05.#0317.02-06.#0609.01-10 AND 10210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W BLADE 1n AND FIV WINDOW BLADE HAl AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES-1.2&3)&J1220.01-10 AS PER TAS 201.263&203 PROTOCOLS LARGE MSSLE. WHERE APPLICABLE) -HV WINDOW BLADE Q#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1;2.3)BASIC PROTECTION ONLY AND 8 072.5.01-88 AS PER.TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2.RV BLADE Ci AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WAFT EACH OTHER UNDER THE GENERAL LWOATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(1N SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 110275'AND 0140.75•RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135..Wi YIELD STRENGTH AND ISO Lai TENSILE STRENGTH.P114S 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 THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.AOMMUM YIELD STRENGTH FOR 6063-TS ALLOY IS 30.0 ksi AND 33.7 ksi FOR END CONNECTION DETAILS 1-6• CONCRETE/BLOCK SHEET 10 0005 T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN UANUAL MAXIMUM SPAN.TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL SHALL COMPLY OR 316 SECTION SERIES OR-CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN 50018 WITH50 ksi MIN.YIELD STRENGTH AND 90 ksl MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&,BLOCK SHEET 12 ANCHOR SCHEDULE-CONCRETE& BLOCK SHEET 13 AND SHALLCOMPLY W/FLORIDA BUILDING CODE SECTION 2471.3.5.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S. BOLTS TO BE ASTM A-3D7 GALVANIZED STEEL OR AST 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 10:12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&0 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 06'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED;IN WHOLE OR IN PARE BY U.S.PATINE#5'458,179 ISSUED TO EASTERN END CONNECTION'DETAILS 7-12 &X.WOOD SHEET 18 •META!,SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE.SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE U ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST AND BEAR ER ALL HV AND HD LOCKS.LACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWHLR.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CE AREA 4: HV WINDOW BLADE 117 ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUNTER 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 SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED SY THE JURG=ON WHERE PERMIT S APPUED TO. 13.(c)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWDE INFORMATION FOR A SIM SPECIFIC-PROJECT;Le.WHERE THE SITE CONDITIONS DEVL47E FROM THE P.E.D_ Q 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 NOT DEVIATE FROM THIS'DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SCULL 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.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL-P.EO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, RORIDA BUILDING CODE(NDn High Velocity Hurricane Zone; 02DZD WECO•INC. ©2D2D EASTERN METAL.SUPPLY.INC. WY�A BERTHA HVTM F E O K A.S 1D s®A. Accordion Shutter System H.V. RAW#1 W/OR W/0 RV.WN DW&AIX 3 No.441 7 TIWT TESTING &ENGINEERING CAM American Shutter Systems EV.. OESCR"ON DATE ORAR•N.9Y: M.P PANY -_*• �' B355 N.W.35Uh.St..Ste.365.'ARC MIA GA AWS.FLW00A 3318 Association. Inc. 1 OLD 17-107 /2/20 OATS: 7/z/zozo STATE :'� � �� Phone:(305)871-1530.FED:(305)871-1531 4268 Westroods Drive 2 DRAWING No c-mail:Uto% (36719.wm West Palm Beach, FL 33407 3 20- 69 s ROR A U.B 44166E s SHEET ��i�`r/ONAL . A��` EAL/SIGNATURE/DATE 6 OF 20 Y.fra ewDoov a E® os • VARIES 1.918- 1.491• o/'pyT •;� c ��'Sv' 0.454' ba i o1 it 1 m - ! 0 1 4.85T 4.999' . a7s-N1 O5 HV 90'/180' STARTER 1 HV SOLID BLADE hi 3�yV UNIVERSAL FLOATER - QUALIFIED FOR USE W/ COVERS UNDER US PATENT# 54 179 QUALIFIED FOR USE W/HV BLADE 1Q ®HIV DIRECT_MOUNT W BLADE Qt (l Al V %in OMI Af% At 6065-T5 ALLOY AND TEMPER QUALIFIED'FOR USE W HV 6063-T6 ALLOY AND TEMPER 'SEE UMRATIONS 'USE OF BLADE ON SHEET 19 BLADE U 373=� .R 6o63-T6 ALLOY AND TEMPER i 6063-TIS Y AND TE ER ._322 1•5w• '124•• .085- - o. 3.558°...... nI (TYP•)-) \' t --�- .994•`. 8 1.Wlr av, .•- .67D• 2.226_� 072 ti. 0 1 r8421 i$ o O7 HV ADJ. ADAPTER W/LIP -- ^0.072• II :,I 0.°72 I _ -,4.476• 'l $ -=-J QUALIFIED FOR USE W/HV 0 HV WALK—OVER TRACK -'920 '— �HV ADJ. FLOOR TRACK BLADE 0 QUALIFIED FOR USE W/ HV 9 'RV-TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE 1 QUAUFIED��OR�USE W/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A TEMPER BLADE ONLY. 1� HV RAINGUARD BLADE i 6063-T6 ALLOY JJtt D TEMPER QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER "� VARIES in 7,g35• 1 �•9VF'— $ i VARiEs 1.93s• 60fi3-T6 LLOYEA�D TEMPER - 1.917° •fI(�o i I .'._� � .--083'-�_083' .100' L^l��- �; ti .093• a 1 .093-m� .060 '_ �, m .O6D' �f 1 *o I N 093 Tl .093•'0 _-lh�-• .060- o n. :870"; 1670 1:B86`� ;6701, 67 O�11 HV CEILING HEADER j4 HV HEADER/SILL �13 HD CEILING HEADER/SILL IFIED FOR'USE.W/ HV BLADE 1 ONLY, QUALIFlE fi063RT6 ALLOY AND BEMPEROONLY QUALIFIED FOR USE W/ HV BLADE I4 D WALL EA ILL SEE SECTIONS FOR VALID 'SEE SECTIONS FOR VALIDITY. �FOR HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER MPER T1 f COMPONEN A IS 1 Tl TT - 1._ L 1' 1' 0— a 21 Y MAIL 1/8" 1/9- 2-5"MAIL 0.192'-�D.192 16 SIDE ANGLES B —J"' '�— --"'"—' /40) CORNER POSJS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES OS z.5• ,7-MAIL 0.190' 0.190" i QUALIFIED FOR USE V1/ HV BLADED QUAUFIED FOR USE W/ FIV _---- ---- BLADED@ 6063-16 ALLOY AND TEMPER BLADE O1 ONLY. 2" •5'Mai 0.139-i0.131" 6063-T6 ALLOY AND TEMPER ' -6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High'Velocity Hurricane Zone' ``, t1111�1I 02020 TLTECO,INC. ©2D2o EASTERN METAL SUPPLY,INC. � S�'��c ni �j'[ J TM ; _ ■S.S.�. BERTHA ter S - Accordion Shutter System _ I L E C O„~c. H,V. BLADE#1 W/OR W/0 H,V.WH IXW MADE p No.441 7 _* T{LLlT TESTING &ENGINEERING COMPANY Amerlcan Shutter Systems No °ESCRIPININ DALE I DRAWN eY: N.P * _ Association, Inc. 1 OLD 17-107 /2/202 DALE: 7/2/zozD 055 N.W.36M n.Sta.30.5;VRW(A CM09S,n=0A 331 STATE 0 a��2GJ Phone:(305)871-1530.Fm:(305)871-1531 4268 Westrocds Drive ? DRAWING No i e-maa:Olteeamumwm West Palm Beach, FL 33407 3 s 0,Z,•."4OR10 20-164 Fs .......•••�1 - WALM A TLUTJr.P.E. 4 NAL t�g�`�SEAL/SIGNATURE/DATE FLORIDA LI`a 4a167 s SHEET 6 1 2 OF 20 i 745' —2.293' uI 1 .J4� SSALHS. >HR role 0CA [0 P t{"-20-, °( I Hasa E1011EL t fiA10D PA'MED I, n .1 YII i $' i 1 m y ^I 03� S` m._ �i' "t E�E55 TURN i m ' oil o. ry/ �__—! 1.325' j o, pc. '��,1 7 I of .318" BRASS 6YI1NOER '45q by I - / `!aI Ly P*U1ED)( (CRIME PLATED) 21 C E !s, o o6a;;T325• t m�,_ ® HV LOCK Hy EGRESS LOCK QUALIFIED FOR U HV B v& ONLY 2FLOATING , @ �' '` 3,023' :875_j oUAL)FlED FOR USE W/ HV QUALIFItED FOR USE W/ t(V 6063-T6 ALLO TEMPER QUED 6U63 T6 AOR USE LLOY AND TEMPER)& 1 ONLY BLADE 01 & ONLY- BLADE U& TEA ONLY. C E TE O AUFLED FOR USE W/ HV BLADE 1 ONLY j .250.ODE053-T6 ALLOY AND TEMPER PLASTIC HEAD1.756—.922: 4.045_ ��2t_ M � "REW ',i ,� I I •360'A FTER RIVETING C BEFORE RIVETING L 1/4"--20 x 3/4" S.S. THUMBSCREW 1/4Ds-20 RIVNUT; It 'J --- gip *SORES 9W ALUMINUM(2024-T3 M1AY)LARGE FLANGE TNLV T� ^ --_2739�.,_ L77Q'—__,a , •1 _.._ �..-S l CHERRY W(TO[,.AW#PARSE°62°,AS JERSEY I0705 C AEQUA DEL Pl,At1 FRONT ELEVATION � V LE " " OC CE TER E ~I a.564'/ CHERRY TDOORN,PARSIPPENY,NEW JERSEY O705c OR EQUAL © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY C9' E LE "T" LOCK CET A ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(DONLY QUALIFIED FOR USE W/ HV SLADE(1�ONLY W/HV BLADE�1 ONLY. BLADE( ONLY 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR"' �I1021 I Q `THIINBTUR CYLINDER N - . -"'t I DER OR m .067 D62" L m 1 • ICY CYLINDER N - .214' '-y I m �?` i ami• 0.815'Min. '"•� d.405 m e $� �0o n m 1 .125'Nor. 31 D W N LOCKING OD ® HD CENTERMATE W/ LOCKING ROD 0 OUALIFIED HV BLADE(1)& A QUALIFIED FOR USE W/ HV BLADE(II&L1A} r m7 I -ti0a' --""—i 60 -T6 ALLOY AND R '- v ® CE S S _ VAPoFS, 12'NM. 6063-T6 ALLOY AND TEMPER QUAE W/ HV BLADE &©A I m' ,r°1i� o -�,. t/{'o-zR ss.oR 3/e'e-t6 _t�t30" OY AND TEMER — EY AeETu iHUtA1Sd10YS { �t/2" j r i--�c�iLDwMO �csEE nLnns> t-- Oo aR LfILINDE1.78'Mac LOCKING RODAfJ L-375'0 �t/a'0 HD LTCK QUAL D FOR USE W/ HV BLADE 1 —20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. Q� 50T6 ALLOY AND TEMPER V38!0-16 ACEfAL S QUALIFIED FOR USE W/ LN BLADE 1O& 0A ,o INSTALLATION ' REQUIRE A /16' HOLE THUMBSCREWS QUA FOR USE Y!/ Hv B E D7TltILI Fn AT TRACKS OF EMBEDMENT QUALIFIED FOR USE W/ W BLADE;I.; FLONA BUILDING CODE(Non High Velocity Hurricane Zone L Ey 02020 EASTERN METAL SUPPLY,INC. ````^�,`• .... l`T��i' 02020 11LTEC0,INC. C/ -, BERTHA HVTM Accordion Shutter System No.44 67 [L 77E767 N . . © e ttv aADE1 w/0R w/o Kv.xLNDDw BLADE *; * American Shutter Systems Ev.N BEsclnrnoN DATE i DRAWN B/: MP TILLIT TESTING & ENGINEERING COMPANY fl STATE F W20 O=N.N.3BUt SL,Sw.WS,VRGM GARDENS FWRD A 3316 268 Westlonr Inc. I oLo 17-107 /2/zozo DATE:- 7/z/2o2o '-0,1''.F10RI 4` ( 4268 Westraads Drive 2 DRAWING No PDone:(305)811-1530.Far: 105)8'/t-1511 \ ``� e-ma��9— West Palm Beach, FL 33407 3 20—1 64 ''�AAssL�NAIL W'E��SEAL/SIGNATURE/DATEFOA 1 a4167 8 SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE 7— FOR HV .0625" _HV To I;..le M BL40E CIP 41 10 L,—\l , — 0625, HV BLADE 1 ECCE 1675' HV WINOM BLADE X625' st_�N HV BLADE 1A SLADE'S "0 OPENIN HV LONG RECESSED NYLON BUSHING KNUCKLE .0025 el 0.062 (Typ) Cl< W SHORT RECESSED NYLON BUSHING PORTION HV NYLON HAT WASHER 'R XM 4 10 (DoR E 02.87�0' _j HV WHEEL CARRIAGE AISI 302-303 SERIFS .47 &3 0.870"x3/16"THICK NYLON WHEEL. 2 7/8-LIDA., w erNDDw CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION i 3.7500' SOMSEN .06:25.1.0625 BLADE N C 14V 1 3/4"ACCORDION PIN W1#13 HEAD EXTERIOR :h 5 3/4- ,Cn0_,_j 0. RV 2 3/4-ACCORDION PIN W1#8 HEAD 2 1/4'1 SCLEAR HV WINDOW BLADE Q) AND Ely— TYPICAL POLYCARBONATE IMPACT RESISTANT RV WINDOW .9 - ifl, FLAT 7 ME i30—LYCARRONATE HV WINDOW -DETAIL �(3 r9 (D OR (9Ha is C� or HV WINDOW — ((SEE NOTE FOR 0 0 POLYCARBONATE ,,I', Q IAPACT Rr—SISTANT E E E (D OR @ BAYER MAKROLON 3103 FOLYCARBONATE 12' V LICE RESINS, UV-STABILIZED GRADE OR SABIC To BLADE E(TI)m INNOVATIVE PLASTIC LEXAN 103 RESIN w(1PIN VOUIREMENTS AT EXTERIOR 19LADE KNUCKLIE FOR td (SEE NOTE -r' ON SHEET 19). 1)tiv i OR I 711 (1) 1=V PIN @ SHALL ALWAYS BE USED XI ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO OR POLYCAR13ONATE SOURCES FOR EXTERIOR APPLICASLE p== HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY WWJ1 PMPM,.ES MV PIN @OR Tp A'T i.1 E (2) HV PIN (g, MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR_ EXTERIOR BOTTOI-A -(NUCKLES OF HV ACCORDION SYSTEM W1 HV(D 00.324-- GLAID'S KNUCKLE. 04.3 M/..' If I'i (SEE NOTE* FOR SKOna GpAnY ASTO M2 aD43 wie To INSTALLATION B "11", SHEET 7. -OUIREIAENTS)LADE WHEN CORRESPONDING T=STRZINME ASDJ C633 9,400L 9=0 P'J. FWAM-1 SM11GIN AT TIFLD ASTU D"D 12=0 P-'�. 1-3.40 (3) HV PIN © OP, @ W1 1/2" O.D. FLMRAL 11-MIJUS STM 0700 "40.0,10 J. 34SVO 1/16" THICK S.S. WASHER 9"-,> I I SHALL BE USED FOR DIRECT MOUN, INSTALLATION PER DETAIL X. SHEET I` _V4KE 0-MV AMM MAD 472 S �5 2 PAX WHEEL CARRIAGE DETAIL C-1 C wr or M-10;r:D AM U35 C-1 CLASS"EMBLY LAYOUTS DIM Tool 3.-1 I�W OISE TM3LE SIR0CIR A.-TERASV, 633 93C2 A,�. MID 11 ,`� HV BLADE SOLID & 11 HV WINDOW BLADE DETAILS TaMU STI�M SaWE Vr�M�. ASTU 63S . S�t P.� . aso P". N.T.S. FLORIDA BUILDING CODE(Mon High 'Velocity Illurricane Zone] wm(l IALTECO.it,". Q2020 EASTERN METAL SUPPLY,INC. BERTHA HVP., ...... .. Accordion Shutter System . .. AwSmSmAls KY.BLADE#1 W/OR WIC H.V.WINDOW MADE AmerIcan Shutter Systems IEV.N. DESCfUMON DATE DRAWN BY. M.P No.44 6 TILLIT TESTING dC ENGINEERING COMPANY Association, Inc. I OLD 17-107 7/2/202C DAM 7/2/2020 SM N.W.16ft St.Ste.Job.VING311A GARDENS.FLrPl:&JaM - Pit— (305)871-1530.Fa.:(305)871-1531 4268 Westroads Drive 2 —DRAWING No 7: -*-• STATE 4F P:Ww'.0col... West Palm Beach, FL 33407 3 4 20-164 t 0, WALTER A.TILLIT Jr.P.E. Fuapum uc.f 44167 S SHEET SIGNKIURE/DATE 6 4 OF 20 �J•® *NOTES ON HV LOCKS AND CENTERMATES: A e c c ZOI. M N s i• 0 i 01®•® 1 NANOATORY CONDITION h:ONE FN LOCK 2@ or'@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INST TIONS T ANY ELEVATION.HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO , OR eg �k r i` In n 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 4 TYPICAL SHUTTER ELEVATION. `� ' 2. L.tll IF DESIRED, FOR BETTOR PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV(@ i 16�20�t LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR I�SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. owe-xve 3. OND ONLY WHEN MMRMRY CONDITION 41 OR LIM1110 MANDAMRY CONDITION x0�xv C� 42 IS LED NY,LO`USk LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY v 11 ° OR OR on S�0 my®4 —24'" BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS l OR AN ALTERNATIVE DEVICE 1 MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). Big-�-� ,[' 4. MANDATOR/CDNDITION{2: ONE HV LOCK 0 ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN rr _ 1 y _ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, g - v ATTACHED TO®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS ran r ; I AT TOP &BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. as Xcc-xYo Ill I i MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 11 %V1 { 5.FIRST ALTERNATE TO MANDATORY CONDITION 01 L112 UEU_ o ggx QR?2:ONE ALTERNATE 1N LOCK 25 MAY BE USED IN OF HV LOCK or FOR ANY SPAN AND g { I Y� INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK 0 MAY BE USED AS AN N51DE OR OUTSIDE LOCK.ATTACHMENT g � � OF 1/4-0-20x3/4'S.S.THUMBSCREW TO @ OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RNNUr AS SHOWN ON SECTION WE,SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i FJ f 1 SZEg n s LOCKS AT 1/3 OF SHUTTER SPAN. 6, ONE HV LOCKA&or or SHALL BE R USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVEBELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 9B'.AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK or or @ MAY BE USED AS AN INSIDE OR ---"- y OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CEMERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE'END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION ` i �} OR @ TOP AND BOTTOM IS COMPLE)EIX MANDATORY. DETAILS ON (DTI F E X ! K tt' SHEETS to& 1`+/ HEIGHT. FULL '� ��--•3s *NOTES ON HY "T" LOCKS AND CENTERMATES: OF CORNER -' .SECOND ALTERNATE TO VANDATORY CONDITION J1 VALID ON[LY FOR W'r Lg&K db- AND ----"J"-'--"—�"1IlQfm° '—'- '-"---_-�-1_ CEINTERMATE �1 ,,ONE ALTERNATE HV'T'LOCK MAY BE INSTALLED IN LIEU OF FW LOCKS OR FOR ANY SPAN AND °x®�'©•OO DAD"`10+�� WSTauATION AT ANY ELEVATION.AL1 iE LOCK R AY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER •AS SHOWN ON SECTION LNG.SHEET S.WHICH MUST BE 1 D. as 1 j a CONNECTED TO CENTERMATES®AND @W/1/4-0-20 x 1 1/2'LONG SS.THREADED BOLT W/7/8"0 x 3/32' ^ v WINGNUT OR W/ 1/4 0-20xl'S.S.M.S. INTO A 1/4"0x 5/8°RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ®-V+©7 cx©•�7 -18- MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LACKING RODS®TOP AND BOTOM IS MANDATORY. T s-I�$u+Q• e`er®.Q�x ®•1 a oa 1 s•�a t s•©s ow T`na,+�q *NOTES ON HD LOCKS & CENTERMATES: 1.HD LOG�(i�w/HD 0 tMMATES r=1 OR(12 W/T :ONE ALTERNATE HD LOCK®MAYBE USED IN UE"u OF TYPICAL 11 i HV BLADE SHUTTER ELEVATION F,V LOCKS 24 OR 3'FOR ANY SPAN AND INSTALLATIONS AT AAW ELEVATION.ALTERNATE NO LOCK®MAY BE USED AS AN INSIDE OR N.T.S. REINFORCEMENT NSERTI DE LOCK.ATTACHMENT SHOWN ON SECTIONS NOB KHVB AND HDC-HNC.SHEET 108 � INCLUDES AND LOCK MAY BE INSTALLED AT MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LACKING RODS @ IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone HT III 02020 TILTECO.LNG. ©2020 EASTERN METAL SUPPLY, INC. ,�. BERTHA HVTM /T�'''-- Accordion Shutter System \,\C EN :��=y /7TI L 7EC707i 7 c. a ■ ■ m KV.RARE#1 W/OR W/O KV.WINDOW BADE No.441 7 TILLIT TESTING & ENGINEERING COMPANY American Shufter Systems IEV.N DFSCRWRON DATE DRAWN eY: M.P ea"N.w.dQn.%.St.303.YxONA GARDENS.nJMVA 331a AasoaTation, Inc. , aL0 n-1o7 7/2/2020 DATE-. 7/z/zozo STATE 0 �(— Pit—:(305)871-1530.Fax:(305)071-1531 4268 Westroads Drive x DRAWING No 9. o-mo1:utocoftd.m West Palm Beach, FL 33407 s 20-1 64 l7 •. F W WALTEzt A Tale CA-0006719 �ORID•,: ar.P.E. a L �`tEAL/SIGNATURE/DATE �RmA U.7+4167 6 S 5ET OF 20 aM POURED CONCRETE POURS— POURED -(SEE SCHEDULE OWN OR CONCRETE BLACK, REQUIRE -1/4-0-20x3/4'SS. CONCRETE y\ RED RET--, SHEET 13) �-• y___. CONCRETE ANCHORS MACHINE SCREWS REQUIRE ♦ _ /� f (SEE SCHEDULE ON NUTS/®"7200.C. ✓�"' �"-' _ _CONC CH (� \ 17 18 A E EE MOuN11ND ON SxE2r'7) f{'' i ,/ !! �I % O ® f !' SHEET 13) I SCHE ON SHEET 13) rIOn: 4'0-20x3 4 S.S. i E0�=E0-I' 1MACHINE SCREWS 4� � -E0}+-•.EO__ USING 1/4'-20 NUTS E.0.* !' / �' i 250'Max. Wilt! oFlo , (j� -13 a+ 15` Max. , \ i /' �•OPTIONAL li I ,rl� ,,r J •� i� I n I hI OPTIONAL I I r 11 QAW ( am sw �1 '(EXISTING •' aV O1k9 Qi4Q1i I I1 .v 1-II' _ }OR ♦ 'r I{I ,1 I�1'!1 t"-_-_- ' MIN.SEPARATION To GLASS 11 RMOEmIO - —SEE SCHEDULE ON SHEET i I)-- I MIN.SEPARATION TO CUSS CLAM C1A55--i )i 1 1 ;`(SEE SCHEDULE ON SHEET 11)�_-� EXGLs1LN HV WALL HEADER INSTALLATION 0 EADER Itl LA ON HV WALL HEADER INSTALLATION + KEYSTONE r— EtasrlNc t T fi ' MIN.SEPARATION TO GLASS CLAS$--I yyN gpL �i-rT-^e i,- r. , i 1 i 1 I O D1G ' (SEE SCHEDULE ON SHEET 11).'__` r TO (9E 1 Ir-_7�•OR i` MIN.SEPARATION TO GLASS 1 CLASS l. H tLIrE II.I .II I (SEE SCHEDULE ON SHEET 11)•_Is ' E1ADES(D Q9 I C EXISTING ' i t 1 .if j` i ! �-OPTIONAL GGG = GLASS--� I' i• do i' ' 1 ii 1/4'1 1/4'MD;. Nmz. OPTIONAL h f.I /. -i 73 ml Q5 1 I I i I i t i t Li E D. / 11 1 I D4/i'}_1// h I 1 I il,f I,i/2 r-� 19 I 13 OF �� r/)• - ., ✓ Min. -412)aR( ;t L_ r- -- f q -20,r3/4'Ss. ;- ,/ i _ ! / '__ _ _L. " PHILLIPS TRUSS HEAD 1/4'0-20:3/4'S.S.PHILLIPS i' .EO. Ep•u MACHINE'SCREWS USING It-?.___�I,r _ , CONCRETE ANCHORS r _TRUSS HEAD MACHINE SCREWS ._ _ ,__1 '��` - SEE SCHEDULE ON I• �i•-il �•-CONCRETE ANCHORS /' t 77 18 L 1. I I/4'-20 NUTS® 12"O.C. CONCRETE—• ' ( W/ 1/4'-2D NUT$®72'O.C. (SEE SCHEDULE ON SHEET 13) •j` % ,/ �U Min.- OORRUREDCRETE BLACK SHEET 13) . POURS CONCRETE J• REQUIRED OR CONCRETE BLOCK � I —•�!'/ ' ?CONCRETE ANCHORS REQUIRED REgmRE O u, S INS TIO (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURED CONCRETE_/� SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL O T N DOTE FOR COMBINATION OF SECTION$: - INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL.SHUTTER • E.'U.-EDGE DISTANCE - /` ASSEMBLY ♦SEE LIMITATIONS OF USE FOR I,,�, HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINE (SEE 5PECIFICARONS ON SHEE:13) BLADE,1A ON SHEEP 19 IN ANY WAY TO SUT ANY.INSTALLATION. RORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ��(II 1I1 k4 0202D TIUECO,INC. 02020 EASTERN METAL SUPPLY.INC. :,.. !jl'�%,, BERTHA HVTM �cr:nl `:''� Accordion Shutter System _ A.S.S.A. KV.RAM#1 W/OR W/O KV.w(N�� No.441 7 American Shutter Systems Ev.x oTsanPnON DATE DRAWN BY: UP * * - TILLIT TESTING& ENGINEERING COMPANY A9100tatlOn. Inc. 1 OLD 17-107 /2/20 DATE: 7/2/2020 � �2LYlp &W NW,3etA.St.Ste.303.VRWM CNIDL7S,FLORIDA M16 2I d traos OrVD STATE 0 PAone:(305)871-1530.I":(305)871-1531 4268-Wes DRAWING No '-�'• ,r Ov; —a:tEtmaw.1— West Palm Beach. FL 33407 3 ��'• �ORID .• �. CA-0000719 .,Fs •.......• ,� � WALTERA.7ILUT P.E 4 FLORIDA u0.8 Mte7 20-164 Ai(n``%SEAL/SIGNATURE/DATE a SH6�0 20 CONCRETE ANCHORS l i 'r r �-• , -0 r-._..�'_ O POURED ___... I tmL LiPN'A1KN r t "lO I it.SOAReMel SEE SCTIFD7TL.E ON SHEET t 3 iD CLASS(� r D If ca1:cRETE-- ( ) -<t i OR ag EXISTING I 1 ro cuss I P.fCUR_D '. l „i tAi]1LM1E am 9 YY,, G1A55--I I I'(SEE SCHEDULE r EDGE Or it f0911VtE Q)l4d)r ( i ' I SHEET 111 ' ,T_, 'L_,. f'%� SLAE if ' ° is ( /. / -E.D. APPLIGDLE EXISTING -� i i r(�rcHNauS•• } I i t 4 t ;7' GLASS- ALTERNATE"5 i If i it i i i ti i EXISTING Y. /. %j•i'/E�r E0 / r' ' ANCHOR r f LOCATION n-i ` I i t GWSS I i i �r`i!ter! /i f✓% j ,'r // i I I I t i 1 t I .- -L710x3/4-HEX WASHER HEAD %/ ,r 11 0i 1 O 1 0 J/d•uWtVt . TEK SCREWS A 12'O.C. r^ �_-, .'r. :� ', ' r.'l EDGE OF I�I If� 11 N I 3/d•p utv. CONCRETE ANCHORS //it il'%/ / •8i `F%,, % /,%• - r SlA5 IF (SEE SCHEDULE ON SHE:r 13) j�•j/EQ'Y��if ,'j'//J�/ /i ri`/rf� ' APPL(CA5LE ExISRNc r u r` n i/ r Irf r 1 •; % j! % /1'/r` i'�J,J _EDGE OF i'//1 ,'tt),�t°.,`!,•`.•'%r` EDGE OF-1 J / // i I r %Lr i J '/,�/ t%'� ,/. SLAB IF GLASS— I I II !y j/. ;I J }/2+.�:�L,'rt•_J %�,'r/% EDGE OF / 1J %..' APPUCA°LE %s.r / /'/ `/' —SLAB IF _!�... : To r II APPLICABLE % ,✓ EA. 1, O.-{�%`.�' . ,� A?PUGBLE POURED i L. POURED / FLAT HEAD CONCRETE ANCHORS 7alm at 9�r 1 - � % , /% r / J , � ,, CONCRETE-) ." O-m. (SEE SCHEDULE CN SHEET 7 4) etk�A5'D f'I ,I, p POURED _ 'I' '':I '.L.-_ REQUIRED S P.EQUIReO OtJ9� i --`,1'.OR ZA' CdVCRETE '�- /FIAT HD1D CDNCFLETE ArJCHOR_ AD i I REQUIRED L-• --E D—. '- E.D.— (SEE SCHEDULE ON SHEET 14) I-_.._�-_� 19 TRENCH INSTALLATION VAUD ONLY FOR UP TO+70, -75 PSF AS.D. PhD HV FLOOR INSTALLATION j .HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER GO BY CEILING INSTALLATION SCHEDULE¢3. SHEET 11 EXISDNC -- NN.SFFIFAi.MN.. '_..,__ .,.p__—, CLASS._- TO CAS r 1 r, (SEE S TE ANCHORS = -P�• 1 I 1 TD MUSS ,V,"I .t V _- I _ 1._ (SEE SCHEDULE ON j 1/4.0"1 Otr.IM TuYcw W/ _ - SHEET 15 0 w s,4ET n ' q1 Ex.. ) ADVR:CJ' ihR.AT DFLar iI I a EXISTING-^-i I f 7•--_.,r..._.�_�� _. x__.__ _ TECHNOLOGY C4 1/4-e MaMS {/4• EXISTING„ ' I -WnSC,I co e.res G1A55--t tl CLASS 7 l 1 l GLASS - ,�:. cl sec+tl / I i FASTiNERS TAX'R+ANCKCrS W/ 1 T MAY. fO �j uH.SrTAPAidi m C25 t 1 i J/4"N1N.E1L-91lQIf 0 6 ,f _.__ C¢SOim•e C:SH*=t tl) O.C.FOR UP TO SW SPAN AND II Cp I' /J�� a'Ot.FOR SPAYS 1111 Ji MW 1/4' r I i 11 I 1 SEALANT AT EVERY APPLI IMA IIT-Or,LIP TO W-01 ; (itP.)(SEE NfilE tt CN srF1T S S i._.�.! E/D,,• I' / E. . TOR ULETAL.V 7 3 8= - j I 103 4'HEx' a _ eR 15 / . t, ♦ V.R 'R H'rAD �/e i S Ir r♦ r 1 C011T.SIALAN, -�' .♦� 1 } { Hc4. :off✓.SCREWS � r Q }2'O.C. I l /Y 11 it r71-3/4" HEX HEAD._.:;�, ! 1 3/8" % f { ,%�f / '® r TEI:SCR'_Y75 G 9'O.C. � 'f 1 i;BJ f �rl /�j ix3/4"S.D.S. � 1 4''Lt/4'e-20♦J/4"SS IToOR 1/4"0-20 S.S. M.S. CONCRETE ANCHORS I -C- ;��f, d/ / J'A/NUr 6 9'Q.C. j {52 SC.4ECULE ON 1(2�,`: 9"0.C. i1 }doa. I1{ i�� :', j -.U�t`•t0/C c-?A RUTB SH1 14) �J• )•a •!••,•• 'j %/ E%'SING NON SIRJCNAPI ___-_-"•'-p_-__-_, I .� Y! "17 OH /q•I I'! 1.- I -�R1a ITI ,- ��2.GD-•MIN.: WALL HLIN(CECOCrATNE EW^E OF P' ,'/' 'i` �%% 17 �1,. I Y 11.. E.D. srQ SLAG IF r l_•/Y '_914x3/4'F.H..S,D.S. a MIN. - _Pwrsa caH ms 4=..1 7%8"f' t 7/8"-i ' r'' .' APPLJCABLE- 't : �7 ✓ i L CONCRETE ANCHORS -SEE NOTE 13(c) �SJ�� . G 9"O.G �. RfOUL4E0 !- i'. �;..• r'", �'=-��-� -/.-:f FWftED CONCRETE= cSEf SCHEDULE ON ON SHEET 1 POURED CONCP.ETE-L• 0 SH%E7 7-SEE NOTE 3(U) •f•;_ - y OR CONCRETE BLOCK „HEET 14) OR CONCRETE BLOCK -- =—P- --- REQUIRED REQUIRED. (@)KEYSTONE MOUNTING INSTALLATION OPTIONA:.-, POUrEO ( CONCRETE- K') HV WALL FLOOR INSTALLATION J LiV WALL WALK—OVER INSTALLATION NAXD+DNA,u.D.DESMN FR�SURE:aD4,_r_cat N RECURRED A'W;UN SWITER SPAN V-0' L HV RAINGLIARD INSTALLATION t rasa NOTE cc L... IBINA71ON 0"SECTIONS: REMCVABLE'Y.HEN PERFORMED 'E.D. n EDGE DISTANCE "��(y �{ 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPEdFICAHORIS ON SHEEr 13) OAORJACENTtTCO M OPERABLE EXIT G 6LAOEr11A 0r1NSHEETUI9 FOR INSTALLATION F1L ATI®IV DETAILS Wf/ �� HV BLADE ASSEMBLY ¢�� 2-MOUNTING SECTIONS CAN 9E COMBINED FLORIDA �7�1,� ry1 pp1� ppyy yRLIII IN ANY WAY TO SUIT ANY INSTALLATION. FLA BUILDING CODE(Won High Velocity Hurricane Zane' (1 YIN p 0=0 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM S S Accordion Shutter System /70EC0 ,n- ■ ■ to ■ KV. MAX#1 W/OR W/O FW.VOMM BLADE o y0.44 67 American Shutter Systems : Yi- �1�J 2O 71LLR TESTING & ENGINEERING COMPANY tv.N DESCRIPTION DATE CRA'NN BY: HF n' STATE F JI.1Y.ffi0.St.,Ste.JDJ,VGGC GAROE7 S,nOPoO4 JJ76 DATE: 7/2/2020 Association. Inc. OLD n-aw B35 /z/zI2 9•. :;S Fh...:(J05)877-1'_30.Fax:(J05)s71-1:37 42b8 Westroads Drive z DRAWING No O�•. FjORI Y4�� a-mcLl:tTHeMo4oul:aN West Palm Beach, FL 33407 3 20—�6� a CA-0306719 4 �/i�Lf'••'•.....• •'•(`j�'-•�` "ALTO A TR1R Jr.P.E.FLORIDA U..F 44157 s SHEET ''aal# N? SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END WALL TION PITAI A IQ 10 & 18 SEE NOTES ON LOCKING RODS 30,W LOCKS(b ar 0 f INSTALLATIONS W/ .1 HV AND ALTERNATE W LOCK®ON SKEET s. oUT SQ,. ; IN EXISTING GLASS BLADE W/ HV CENTERMATES ** UME ATES DETAIL FNF WITH H M FOR''rf/ CENfERNATES APPLICATION WRH BLADE ©w®oR©*Q7 Qa 10•©a OR (2 SEE END WALL GONNECTLON 1D•1�5�+©•1 1©.Q� f--EXISTING GLASS MAI - ON SHEEM 10 d[ 18 i ----------------------- 2'S,2'.1/B�'--Z ? I ®«QoR Q•©DA 1 s•Q5 + 3 1/4_° _..�- 7' _____6 1/2'. __.._.._.. .—_,-. ..._.._.__—.__7--_._.� - II (6063-T6 ALL"ALUM. OPPOSING ; __._ SYMMETRYCAL ANGLE W/(2)1/4'o TAIRCGN 1/z• �+ • i ANCHORS TO CONCRETE - I ® � t CENTERMATES CENTERMATES MIN. SEPARATION y (TOP/SOTraM)do . 110014•S.M.S.a 12• i- W/ HV LOCK 4 or ![5) ro cLaSs (4)glo.1/2•S.M.S.To TUBE E ,:� D.C.FULL LENGHr. r W//�HV LOCK CK.�or (SEE SCHEDULE . AT EACH ANGLE(TYP) I _;i N y I /"5I1K ,�'k j IN 1 ON SHEET 11) I '� -s-'--- - �--_- .I 1/2' f4o 1. 2 1p�®�©•O7 �,ep�10«Q� 0 Y L _ ® HVB HVC HVA ©RR®°R©�O°A® 10«�a POURED CONCRETE OR E10571NG GlJlSS CONCRETE BLOCK WALL ©-(D- {.._.-. REOUiRED SYMMETRICAL * I N 6 7 • tl1 e 7 MIN.SEPARATION —--— - rcvss 6 ., © �'�'®°" �«@_C9«Q�19• �Ewsnec� j !� CENTERMATES �U 05+®oR©•®•x08 '®7 oa To Glass cJ J * (SEE SCHEDULE 4 f ;t_— —H————————J crass m� i OPTIONAL© ® * W HV LOCK 6 (INTERIOR) O«®a O.©°a 19•� ON SHEET 11) � I INTERIOR NINTO GLASS ONe' ®a ® \ '- (SEE:SCHEDULE t IN OPTIONAL ON SHEET 11) GNTERIOR) ANC Q U T —_ I. CONCRETE��c L ; 1HORS m VAEE 3 � �s r SIT OUT I-_....._._. e 1/z•MAX.swcK ` r OUT tiF3�!1 .`t (EXTERIOR) HVE HVF** HVD l FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, �T�{tiltl �tIJ�A =20 TILTECO..INC. ®2020 EASTERN METAL SUPPLY,INC. BERTHA NVTIA F I L E C O „at. A.S.S.A.AS.A,>m Accordion Shutter System No.44 67 '' = H.v BADE$1 W/OR W/0 H,V.WINDOW BLADE 1 TILLIT TESTING ffi ENGINEERING COMPANY American Shutter Systems EV.'N DESCRIPTION . DATE DRAWN BY: M.P a' STATE F ��lot® SM N.W.Mb.sa SIc.30.VXGMA GA OOM FLORIDA 331G AssoelaBon. Ina. 1 oL0 n-lo7 . /z/z oATe /z/zozD 4268 Wes Ph..:(305i871-1530.rm:(305)871-1531 froads Drive z DRAWING No . F � 6T M.M.e- —awl.mm West Palm Beach, FL 33407 s 20-164�,o'• CORI P,•'��: CA-MOO719 4 FLORIDA Uc.8"167 5 SHEET �ip��10NA1 L/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 V MALEZFEMALE "T" LOCKS'CENTERMATES J8� , g & LOCKERS at W1 0) HV BLADE SEE END CONNECTION DMUS ON SHEETS to fe INSTALLATION I HV BLADE OUT IN '� mAss eHAOEOwoHE 11ETAIL lNF.wOlcATln aN sRt3Y e, • I HD CENTERMATES 15 WILL AS lAHIS SHE FLOATING 6110E®DETTH NODTEIN, a 6 7 8 f D• INDICATED ox THIS SHEET.MAY a=usm SHE,. uTEruu. SEE END WALL CONNECTION--, INSTAL A110N oETA L SNHARI w ,. '�10• q • a DETAILS ON SNEE15 10 h 1 S , 1' ©'07 •®q©•TO•®a 0"/ 21211/E10•-2 j O•©q O•®a©�® -- s (6063-76 AtLOq ALUx. ANGLE WI1{av Taxox s/n� t (fir ANu a CONFAHEIE ($4 _(OPTIONAL) I IONAL) _j 'WIN /FusxYii t¢(,Ml j /'�,ms/.•s.us.o,P' ( 1 ��:`' 1 AT J d&.NLL tEN4M. IN (4)HV. IN (4)N.Y. ux gDMnmx n 30 HV "T" . rws(TrP.j/ �'` --- -- Pxs(ttd)I/1 a a t I (si°LAss "'n" LOCK INSIDE Q '-3�• " 1, —• i f ( ) , 1N sxtEr „ 1 11 5 2tl z9 i�—. - 1 i A I I ml ,vA• � I ) , - \ 1 OUT 31 art 32-1 I 3 ( 31 oa©2 31 ae 32' — 31 op 32 �I 35 # �� -•1/4" 0-20 x 1 1/2" S.S.M.S. 34� 35# (OPTIMAL) ) SEE NOTE s FOR LOB• # W/ 7/8"0 x 3/32" WINGNUT. (OPTIONAL)HDB_HVB BUT HOC-HIM -r LACK,ON SHEET S. SYMMETRICAL HD CENTERMATES ©0 NV "T" LOCK (OUTSIDE)_ SYMMETRICAL HD CENTERMATES W/(32' LOCK (EXTERIOR) , W/ . .LOCK (INTERIOR) t SERIES D4x4 AEWONW HV " (2024-T3 AUO)—RANGE nM4 ®aoa©.p7-@- .®a SHEET NMERT.PARE 10120. �•®q®.®q®•®q AS AHANUFACMETI RY AVDEL CNERRr nl=al.PARSPPEW.NEV JERSEY ©•O•®q©•O•®LI' 07054 CR EOW1L. %' $•®q�•®q® �a©•® F** SEE NOW DN LOOM RMJ e ND©LOals ON MEET 3 UNINMAL RDA'=aAOEG DETAIL lmo-xw IS FOR ALL 1ENTMATEx AP CATIONS aTN EtADE G) V, FLOATING STACK FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone �1 1020201ILTECU,INC. 02020 FISTERN METAL SUPPLY.INC. L��ID1111111' /T''�i�� ''��•'' ENs•. `'_ ,� BERTHA, NVTEn �`° 1 L E C O7... A.S.&A. Accordion Shutter System H.v anDl:#1 w/DR w/o Itv w1NDow aaoE No.441 4- American Shutter Systems v.No OcsORw71oR DATE DRAwN e.: eer TILLIT TESTING& ENGINEERING COMPANY Association. Inc. 1 OLO 17-107 /2/ BATE 7/2/2020 633s N.W.36M.St,Ste.304 VRWDA GARDENS,FLORIDA 331e 's-o'•, STATE CF Phone;(3a5)e71-1530.Fox:(305)67I-1971 4268 Westroads Drive 2 DRAWING No e .11:VtacoQDol.Dom West Palm Sebch, FL 33407 3 - 0,��...FCORt y�. `�rM A.TUrr J 20^164 ULTM 1.P.E. ONA ��, A`��SFJ1L/SIGNATURE/DATE 'FLORIDA U.6 44167 a SHE T OF 20 POURED CONCRETE OR �- .` !/ / POURED CONCRETE A` �- CONCRETE -P ED CONCRETE _�__�f•.1 _ _ ! E,,./ ./ f t / t OR CONCRETE r .._J ! _ OR CONCRETE _ _T�l OR CONCRETE CONCRETE BLOCK WALL t BLOCK WAIL REQUIRED �--- / BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED !� / / a �� f 1�• tl ��% t' /,%� EXISTING GLASS �! r;'" / COSTING GLASS - _ _.... CONCRETE ANCHOR'-. / l% /%- 1 / 2`MIN. EXISTING GLASS EXISTING GLASS ``-y `, P ' r /! _ -f 1 �i'- IY"-2•NIN.>/ - t ._ ARAMON TO CLASS(SEE �` //' // ,:_T•�(.-1•!_""' -7 rr A�( MN.SEPAIW00N ,il / SCHEDULE ON S#ET /` ID(#SJSS( E �•�/� III 1A7oNQ AfL10aV f, ro,4:' EQ;/ 70(MASS(SEE I- � f /�' 11 F1Xi HAOE®AIR i �i II r� III / SHEET 11 FOR w ILE ON DAND (60 3�T6)CONT. ON SHEET 19 FOR BUNES(D Qb$ i / /" /' 1i�FSCH�oR ULE ON�Arro lit i/ ,�i t 1 ORM9 (LOCATE AT�__ ON SHEET 19� ALUM.CLOSER `1t I >< fNSHEET 19 O& FOR EITHER SIDE V` I " 1ADE (D&G PLATEAT (L SIDE 1MNti-IL BtADESO&Q� O OF®) ,4 I I 4 USE 1•OR 2•MAX. I % 1/2•MIN. 1 � �1 Oxt/z•S.M.S.__%, I __—I 1j _--- > (AS APPUCABLE)x2^x1/B"x0'-z• t0R;:�� 10x1/2•S.M.S_; I 16'O.C. MINUM CUP ANGLE �IF i6.O.C. l �� 063-i6 ALLOY)AT MIOHOGFR:81ox1/2"S.tt.S.TO®& \-KlW')/4-0 AT 1.OCCN(LOCATE A TO �-� S DE CONNE ONfO OR � = EITHR SIDE OF®) I O O OR S SEE DETAIL X FOR d OR r 70 717A q®v 6.SIDE CONNECTION ®m ® O O'Om0 ®m SEE DETAIL X FOR_i I� � �a a 6•Qa 6' 10•®°' TO TRACKS / a 6 7 8 f0• f0, SIDE CONNECTION O`, ®mV'0O1 8 10•®m °10`Q &@- TO TRACKS "' to•®w®•�®'®m !pP®'®•Q�®•®m L 6.7 . s•7• '—O O © O O ®� ©•07 •©°i©�•O.O� 6.7 5.7 O O ®m0 O•®m 6•7 a 6•7 END CONNECTION DETAIL• ) ®•® END CONNECTION ETAI®Q� ND CO CTION D Al END CONNECTION DETAIL ♦REQUIRED ONLY FOR SPANS GREATER THAN 12•-0• t- POURED CONCRETE AOR L EXISTING GLASS ;/r %(/ % RCONCRETE EQUIRED BLOCK WALL !- GLASS i MN SEPAR-DON i J%41/2 6S.M.s.- e f Z -- -----_ k•.- • MAN SERAIRMON D a —_-"- - .�' -- -- !©OR&R�)OR .' 1 I FOR IILACEO - SM CONCRETE :% ` 1/2'MIN. 10 GAS(ON ________. ____ : ON 9ffET IS FOR ANCHOR®—= ` \ t--1 1111 F�HME(DNNO 4 _/ -�______ir OCR@OR(9ORI(g HAOF i 03c Q� 12'O.C.// �' ,-� ? ON SHEET 19 FOR ®1.' CONCRETE= f I • I / `:./ BLADES(DJ¢® i----- OR 1 ANCHOR /! L i ;EQ ®. f J ( (') OR$ OR OR iy 2•MIN. 2•MIN. r Ed �- •SEE U DNS OF USE FOR © O ® VIEW Y ! 1 I,/ ' f- BU10E IA ON SHEET 19 OR 7J OR OR OR '` / 1' _ i i' �( 0OR ®' . PLAN f0 DR � �, pm 6 7 s DETAIL X POURED CONCRETE OR ®a©•Oa0 10•®^• ' O.OmO�•®m - END INSTALLATION CONCRETE BLOCK WALL 10•®°10`�©•®°t REQURED IB W®m®•®°'®©m HV BLADE OR HV WINDOW BLADE INTO ®.®a®.�©.®v ®m® ®�•® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� O ®QO•®a� ®m0•® END CONNECTION DETAIL FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone' 1f111 ITT N� 02020 EASTERN METAL SUPPLY, INC..' mzOzo mTEco.INC. BERTHA HVT1.t cz F !L E C O Accordion Shutter System. � Kv BLADE g1 w/'CR W/o Kv WNDOW BLADE =* NO:44 6 American Shutter Systems Ev.R OETiCRPI10N OAIE DRAWN BY: M.P. * �1f� TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 /2/7A2 DATE: 7/2/2020 A' STATE F = c 6355 N.W.351h SL.Ste,305,MOM CARDERS,FLOPoDA 330 4zL7B W@$trOatiS Drive 2 �'•, f Ph—:(305)871-1530.Fm:(3 0518 71-1 53 1 DRAWING No ao-'• toRI 0`:'`�� a-mm:uuaeooaoLwm West Palm Beach. FL 33407 3 Fs I�/� �• '••...,. ` YJALTER A.006719 P.E. { 20-1 V4 TILLIT L/SIGNATURE/DATE FLORIDA U., u1D7 6 5 SHEET to Of 20 SCHEDULE #J SCHEDULE 12 SCHEDULE-0 MAXIMUM SHUTTER SPAN' "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" NOTES: (ft.). FOR INSTALLATIONS W/ OR "L-" ft. INSTALLATION LEGEND CENTERMATES.® 8c®or or ( ) FOR R "L-" (It.) INSTALLATIONS INSTALLATIONS W/ N yY CONCRETE& WOOD (1)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or @ or or t &C/2 & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ® W/ NO LOCKING RODS or ONE W LOCK or®or® OR W/ NO LOCKING WALL A B. C. D, E, M, N, 0, P, Q, A.S.D.DESIGN OPaESSURELE SPAN RA�oRGA GIVEN NEGATnIF CENTERMATES ®& ®W/ ONE HV 'r" W/ NO LOCKING RODS® RODS MOUNTING F. K&L R, S, &V. LOCK @ W/TWO LOCKING RODS®TOP & (SEE NOTES t it) (UAUD FOR MOUNTING Q (2) PROCEDURE TO DEFERMWE MAXIMUM SPAN FOR BOTTOM (SEE NOTES ',tt) SHEET 7) FLOOR/CEILING G. H, I, 11.J T. U, W& X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD CONCRETE MOUNTING & M A.sD DESIGN A. 61 1 5T n N` AsA=tfUo. INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PROSSUIE WALL MOUNTING FLOOR/C°UNG PRRESSURC WALL MOUNRNG FRESSMURE DETERMINE tMXIMUM SPAN'L+`FROM SCHEDULE. RATING RADNG & RMING A=/COUNG NOUNIOIG GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. MOUNTING FLOOR/LEIUNG tlOUN1iNG (P'`) (Ps1•) (°'a'/') /' DETERMINE MAXIMUM SPAN'L-`FROM SCHEDULE. OR (+al_) __ __ I.OR-) (.DR-) TLCOR NOUNRNG MAXIMUM SHUTTER SPAN "L+`OR'L-'FOR L+ (ft) .L-(fl) L+(N) _I L-(R) L 4 p) L-(N) L+(4) L-(N) 30 OR LE 16'-0' 16'-0" 16'-0' 16'-0" 30 _ 16'-0' 16'-0" JO _ 16'-0"_ i6'-O' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" -14--10 15'-2- 16'-0'_ 35 _14'-10' 14'-1G" _35 15'-2". 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND'L-'. 40 _ 13'-10" 13'-10- 14'-2"_ 15'-2'_ �-40 _ 13'-10" 13'-10"_ _�_ 40- 14_-2" _ IS'-2' (3) PROCEDURE TO DETERMINE MAXIMUM.SPAN FOR 45 13'-1' 13--1' 13'-4'_ 14'-3'_ `45 45 u 13'-4" _ 14'_-3"__ t' HV CORNER CENTERTdATE$3 MAY 6E USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50____12'-5_ 12'-5`- 12'-8'_ 13'-7" 50 12'-5" 12'-5' 50 12'-3' 13'-1` MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-10" 12'-1' 12'-11' 55 _ 11'-10" 11'-1°" - 55 11'-1' 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION g2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE -60 _- �11-a' -1I'-a• 11'-T 12'-4" 60 11'-4- it'-$` 60 f0'-2_ - 10�-11-- NOTE#5,SHEET 5. RATING: 65__ 10'-10" 10'-10-' 65 9'-5' 10'-1- DETERMINE: Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 10 70 1Q'-6" 70'-6' 10'-9' 11'-5' 70 '-6' -10'-6' 7D 9-4' L2+- MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10-1" 1D'-4' tl'-1" Y 75 10'-1' 10'-1' 75 - -rt 8'-9'4 1tEXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR INSTALLATIONS. 9'-10, 10'-0- 10=9- 'so W-10- 9'-10" 1- AND MWM.UM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 - 9_-6-6'_ 9'-6' 9'-9" 10•-5" —85 9'-6- I W-6-_ INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 96 9'-3" -5" 1a'-,. _so _�9:-3 g_3• SHALL BE LIMITED AS FOLLOWS: DETERMINE: I-- 1- CONNECTIONS TO KEYSTONE MOUNTING L1-=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _95 9'-a- 8'-9" 9'-2` 9'-10` 95 9'-0" W-9" LIMITED TO +64,-72 p.s.f.AND 6'-0'SPAN• SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING _ -�100 _ _8'-9' 8'-4' _ MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7` 7'-11' 6'-9" S'-4' �105 8'-T T-I1' 110 8'-4- 7'-7- 8'-7" 9'-2'- -LL-11 O �8'-4'_ T-7" FINAL WYAMUM ALLOWABLE SPAN IS.EQUAL TO THE _ _11w5 e'-2' I T-3' 8'-4'_ 8'-11` .�..115 _ 8'-2" I Y-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L'+"' "L2+ "L' AND "�" 120 8'-0' 6'-11- 8'-24 8'-9"- 120 _ 8'-0'___ 6'-il' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7-'-_1°" ! 6'-8- 8'-0' 8'-5' 125 7'-10^ 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 6'-5' 6'-5 MINIMUM PRESSURE RATING 10 DETERMINE MAXIMUM ANCHOR 135 7'-7- s'-2' T-9" T-9" 1= 7"-7" 6'-2' WIND ZONE SPACING. 140— 7-s• s=t1 T-T" T-6' lao _r-s" _ s-1r" ASTM E-1996 SEPARATION 145 7_3' 5'-9'-�-Y-5" - 7'-3" ` 145 - 7'-3-_ 5'-9` " TO GLASS 150 7-2- 5`:5 7'-4- 7'-O- 150 _ 7'-2- 5'-7" 155 r-o- 5'-s' 7'-2- -9- `i60 -6'�'_a__]-5'-5'` 1 THRU 3 6' 160 _ -11' S'-2_ 7'-1� G 6'-7" ]60 -11- [j( 5'-2'" 165 6`-1 G '-0- S'-1' 7'-0- -e 165 610" 170 6'-9"_ 4'-t1' 6•-11" 6'-2" 170 W-9- W-11' 175_._.'-W-7. 4,-9. 6'-9" 6,_0. 175 1.-7. �'�\} `/180 6'-6' 4'-8' 6'-8" 5'-10' 100 �6�6" _ 4'-8_' I / ♦ B LA D E 185 _6'-5" 4'-8'�.6•-7'....5'-6'_ 885 fi'-5` 4'-6' J 190_ 6'-4"- 4'-5 6'-G'- 5'-6- 190 6'-4" 4'-5" 195 6'-3` 4'-3' 6'-5' 5'-5" 195 6•-3"_- 4'-3"_ 200 fi'-2- 4'-2' 6'-4'- 5'-3" 200 6`-2_ 4'-4� 205 W-1" 4'-1' s'_3" 5-1" 205 �6'-1" 1 4'-1" FLDRIDA BUILDING CODE(Hon High velocity Hurricane Zone' 02020 TLTECO•INC. ©2020 EASTERN METAL SUPPLY.INC. t�.,.. ..,•l/T,,,, BERTHA H TM Y �L E G O in, AeS.S.A® Accordion Shutter System H.V.BLADE#1 W/OR W/0 H,V,WNDOW(LADE No.4 41 - American Shutter Systems qjV.N .DESCRIPTION DATE oRAWN 9Y:MICP/. ,�� MLR TESTING & ENGINEERING COMPANY a� Association, Inc. , oL017-107 /2/20 DLtE 7/2/2020 ` 6355 N.W.361n.sT..sIa Los,YHGNA GAIO1FNs,RDImA 3316 4268 Westroods Drive 2 d' STA Df _ Plnae:(305)871-1530.Fax:(305)871-1531 DRAWING No �'• / 4y e-ma8:tlllea"®aoGcam West Palm Beach:FL 33407 3 20-1 64 C01IDQ �,: CA-CO06719 4 i WALTER A TIUF Jr.P.F. NATURE DATE SIG / FLORIDA Uc.g 44167 5 SHEET fr L 6 11 OF 20 MAXIMUM ANCHOR* SPACIN• (In.) SCHEDULE FORA GMW MAX, SHUTTER SPAN. Acn_ DESIGN NEGATIVE PRESSURE RATING AND A_CORRESPONDING MOUNTING TYPE FOR CONCRETE OR GONGRETE ANCHORS SPACING F END IONS POURED CONCRETEratNfwcs w a C.D Al:D- all 511w a POURED CON CONCRETE BLOC( TAPCON OR �A WALL HEADER MOUNTING A WALL HEADER MOUNTING D WALL SILL t cxjNnNC D WALL SILL MOUNTING C& WILL HFl�OER/SILL TAPCON WITH ADVANCED UMMUNJ W/tit/ W/ a ®WALL HEADER MOUNTING W/F W/ �1 J YOUNRNG THREADFORM TECHNOLOGY SPAN (S) umm DPSDN Kmam 9N11G Asa Dmpml lRuinE PIa1`7!�I0D4C {a'ASa DEM HSM PREMIZ r.A�:(Ie1 LSD.OLm+NIACWE PREssm RDRc od&W.OM Iaa9NE P f870c.(p.f Asn.OLWI 6FLOhF[+l✓F411(�ip7N0 _. ALL POINTS SOLID-SET :so 40 6o I is eo 12u la0Ii05 30 +01 sD 7s eo +zo 160 205 so 40 6D 7s so tzo 160 zos SD 4o Bo 7s Ilo 12D�160 2os So tD 6D 7s i 9090 12016o zos ao 4o eo 751901120 1Bo zos BLUE TAP 12 10 9 a 0 a 8 74 12 10 9 e B 6 6 74 12110 9 e e 7{ 12 1D a e e e - 1f 12 70 e 8 e 6 53 8 6 8 8 9 8 7 53 TAPPER+ T0' 14 14 I2 10 9 8 B B 6 14 12 10 9 I9 8 14 12 IO -9 6 B 1 6 6 74 I2 f0 9 9 8 8 B 14 12 10 e E 6 6 0 B a e a 8 8 7 LBS14 12 10 e 9 8 6 5 14 12 f0 9 a 8 8 8 14 12 10 9 B 8 8 6 14 12 10 9 e E 6 (3 14 12 10 9 8 B B 8 6 B 8 B B 8 B fib 14 12 10 9 a 8 B e 14 12 10 9 8 a e e 14 12 10 e 8 8 6 B 14 12 t0 9 B a e - 14 12 l0 9 14 12 10 9 e 8 0 4 U 12 10 9 6 B 6 8 14 12 TO 8 8 e e8_14 12.1D 9 1.6 �7 14 12 10 a 8_ 7.59 - 8 8 B e 8_ 7 53.4 4'-0' 14 12 10 9 8 S 6 4 14 12 10 B 8 B a 8 14 1210 9 B 8 8 1 8_ 14 12 10 8 j B a 9.5 14 I2 10 9 8 _B e B e_ 8 8 8 8 8 B B 14 12 10 9 8 8 4.5 - 14 12 10 9 8 B 6 4 14 12 10 8 8 )4a ere 14 12 iD� 9 B a -�- 14 12 10 B B B 6 - E 8 6 8 8 8 65 3 t4 12 TO'a a e s 1 1 f4 12 10 9 9 e 6 6 14 12 10 9 8 IS 6 14 12 10 8 ti 6-1 14 12 10 I B B B 8 e B 8 8 8 7 5.6 14 12 10 9 a 1 8 4S - 14 12 10 9 8 a 6 33 14 12 110 1 9 0 S 6 fi 14 12 10 9 7S - 14 12 10 9 755 Se -I- e e a 9 73 53 4 J -l--- t SEE ANCHOR 14 12 10 9 e B 43 - f4 11 10 8 e a 6-JS 14 12 f0 9 B 8 8 8 li 12 1D e B -7 7- - 14 12 to B a B' B I- S e e e e e a a ( ---- -(--- _ - _ SPECIF.CATIONS 14 i 12 10 9 e 53 - - 14 12 10 e a a 43 - 14 12 10 9 8 B e 5 14 12 10 9 B.}1 3 14 12 fD e !7 8 88 8 8 a 7 5 4 14 I12 10 Y B B 4 - 14 112 10 9 8 I B 8 I3.5 14 12 10 B 8 8 6 6 14 12 10 9 B I - It 12 10 9 a 7.5 - - a a E e 0 7.5 53 { ON SHEET 13 ]12 12 10 a a 35 3 - 1! 12 IO 9 B a 45 - 14 12 m 8 I a- B t B 6 14 112 9.5 7.5 ♦ _ - li 12 9S_7.5 L5 15 - - _8_ 8 a 73 115145 35 6._O. If0 9 8 ss - ti ,2 f0 s e_a 143 - 14 12 TO 8 f a B�j 6�I a I4`12 70 9 e 4 (_ - i< 72 10 9 a 8 { - B 8 8 e e B a 73/2 10 8 8 J - - 11 12 10(9 a e (- - 7{ 12 10 9 a E IS_5135 14{12 108 45�� = 14 _L 10 9 73L- B 8 8 B 7S SS 4 3 12 10 9 8 5 - - 14 112 10 9 a 8 4 - 14 12 10 9 B B 6 73 14 r 12 l0 8 5 - I- - 14 12 10 a 8 143 - - B B 8 B 8 B 1 4b1 14 12 10 9 8 1 - 14'12 10 9 B 65 3 - 14 12 10 12 a 143 14 12 B _ 8 a 8 65 93 4 3 �,-0. l4 H. f0 9 B 4 14 12 10 9�'D e.S J 1♦ 12 10 9 a B 6 = 14 12 1D 9 a I 14 12 TO 9 8 7 - = B E 1 8 8 a a 1 7.5_8 14 12 10 a 43 14 12 10 9 8 4_ 14 12 70 fl 8 7 4 = 14 12 10 SS - - 14 12 f0 !83 - - - B 9(9.B 63 5 3.6 14 12 10 8 73 731( 14 f2 10 9 8 'tl - 1r 12 Y 10 1'B�8 B 6 14 t2 to 6 --- = tt 12 7-O 14 14 12 10 8 _55 3 1- 14 12 10 9 8 1♦.5 74 12 110 B a l a - - 14 it 7 - _ - IL i 11 7 5.5 - 1- B 9 7 5.5 4.5 3.5 - 6�-0' 14 12 10 9 55 14 12 10 e B (4-5 1{ 12 I f0 8 8 IA, 14 f2 10 7 4 l =, - 14)12 10 a B 3 _ _ B 9 a a B 73"7 4 ♦SEE LIMITATIONS OF USE FOR 14 12 I t0 SS 3 14 12 70 9 e �I _ 14 12 110 9 8 j- - - 14 12 8S 3 -)- - - 14•12&5 7 4 - 8 0 8 7 55 4 3 - BLADE to ON SHEET 19 14 12 f0 9 S = 1! 12 10 9 I a 4 j- 14 12 110 9 B II B - - 14 12 19S - - 18 I12 95 73 4S - 8 a e I7.5!'a14S 14 12 10 (L5 43_ ` - 14 12 10 9 751- - - 14 12 ID 9 B I- - - 13 9S 4 - I- - - - 13 93163 3 1-1- - - a 8 6.51 S ♦ 3 - - 9,_0. 1-4 i2 IO 65 4 - f_�_. 14 12 10 9 75 J- - - 14 12 10 1 9 B-_ = I{ 12 ITT 6 1=1- - = 14 12 1O 1 9 15_3 - _ = 8 a e e a fi3 e 3 14 12 65 4- - - 14 12 10 a 15 - 14 12 t0 9 7.5 - - - 14 11514 11S 5 4 -I- 14 12 10 8 :=i='I'- 14 12 10 9 7 14 I2 ID 9-B'^-- = 11 12 5 - 14 8 e.5 - a 8 8 t13&5 4 14 12 93 6 35 1- - 14 12 f0 0 ss __ 14 12 10 1 9 8 - 1,5 8.5 - _ - - 13 IL5 551- - 0. 14 12 95I S 33 i�,- 14 12 10 9 SS 14 12 10 9 B - =j- 14 12 7 - _ - - 14 12 10 73 5 __ - e(81 e e a 7.5 45 1t 112 15I 3 - (- 14 72 10 8 3 I~• - 74 12 11D fl 8_!� 14 f031 3 - - - - - 1/ 10.5 7 33 _ - - E I 0 7 S3 4S 75 14 f2 B I45 3 1-I- 14 112 ID 9 5 - - 1{ 12 1 10 i 8 9 1 I-!- 14 11 - - 14 It 7.5 - '--=6 I B 17S 6 5 -1-'1- 14 12_ 7 74 I12 7 1- -r- 14 12 f0 =I--•- =Ii 14 12 iD 1=1^I� =I`- 14 2Z 9.(5 !_ - _ 19. 11'-0' 14 72 4 - - 14 12 10 - - 1{ 12 1D zs 9.5 =tI_ - - Z.5 BS 6 - - - - eB J 8 3 4 3 14 12 95 - - - 14 112 10 - - 14 112 10 - !- 35 Io - I4!f0 17 1-1- - - a B 1 7 5.+ 45 -1- fi 12 S - f4 12 10 _ - 14 12 1 f0 - - - '-g4 12 4 1- - -1- 74'f2 __0 _•- -1 a 18 7 a -LA- 8 3 12'. 12 14 /2 _S - - - - 14 12 8 _ - 14 12 10 -�. 1.5 e.5 {{-.. _ -t13 a.5 4 B(�S5 {3 4 - - u f2 5 i-I- I- - - 14 112 I10 - - - - - 14 12 f0 = - _ _I- 2.6 9.5 -I- - - - 135 93 ,=5=== e B 6 5 • HV BLADE OR � HV BLADE 14 lz �__ I__=�_.__- ulii= -�- -- 1� ii _ =1="=i=j- ° 12 - - - - ��_ - - - alee.{e se e115 =(= 14 72 _ _ I ___ _ ___ __ _ -1=I-- W/ 1: HV WINDOW BLADE 14 10 - - _ _ ts',2(_ _ - �4 112 - 1-(-i- =I o5 Ss = - - - - - 03 8 = - -(- e e s SS _ 7i 12 - - =-I'-I- - 14 12-r- - !- - 11 12 - -I-r-I-t- 1.5 6 - -t- - - - .1.5 85 1 8 65I 45 -7 -'. ,-z I 1_ =_ _ _ __ ;. ;z'-'- _ _ ;; ;z =_ ='__ _ - „ 9 =I=_-7-=R ;�';z f= -1=_ e a a_ a �3!_ _- WORKING IN UNISON 14-0'14 7 I I- - - - 14 14 - _ = li 12 - - - - 10 4 - - `f _ to 7b_ - 8 73 S�_ _3 1- - 14 1151- - 14 12�I- - -t- - 14 112 -- - - CSI 4 -I- 0.9 8 85 4'�-I- 14 1- - - - I- 14 -1,=l- _ 1} _ _ - _ _ - 73 - - _ _ _ _ - 75 _1_ 71 148I7 7l39 15•-0.--74 •- - _ - 1/ _ - 1- 1- 14 14- - - =10 -�•_-Z r- - 1D t-I= - I = B 7.3 1/ =-�._f(f(ff((.=,�_�'�y= _ 74 _ _'(=(L_1-= 1{ - - - - - _ 14 _"�_ _I.=._.. 74 __1=�- E158 3B 518 3 -_4- 16•-0'" _ _f= _�._.i 1� � I- - 14 _ I _ - - 5 - _ -- 14 (- _ _ (' _ I- _ _ _LP 9 7S45I]S_�_( 1I_ (- - - - = _ - '�- _ - f- FLORIDA BUftDING CODE(Non High Velocity Hurricane Zone' 14 a „pU111W pyN 02o20 7ulEw.Ina ®2020 EASTERN METAL SUPPLY,INC. `,,,.�� 4/TI ,,,, BERTHA HVTM s�Q \CEN 7� E L E C4® �(y�. A, a�,w, Accordion Shutter System No.441 �r H.V,a1�J)EE#) W/OR W/0 H.v.WNMW aADE �- American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Ev.N DescraPnaN DATE o9A97+By. UP * k Aucclatlon, Inc. I CLD 17-107 7/2/202 DATE- 7/2/2020 o'•, STATE :er- ss5 taw.35tn.St 51a.303 v Tana ru D[ns./LWaa 3316. Phan:(JD5)871-I530.Fax:(305j871-1531 4268 Westroads Drive 2 DRAWING No %,mac'•.F�ORI 4'` •-mail:tift aa.61- West Palm Beach, FL 33407 s • ,� CA-0008719 20�'�64 �i,�FS•••....... 'w` `, WALTER A.TWr Jr.P.E. 4 "'�ig7s/ONAL�`�tt�`S�yL/SIGNATURE/DATE FLORIDA ua.i 441s7 6 SHEET OF 20 �t MAXIMUM ANCHOR" FOR A GM MAX SHIJIM SPM. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AM n DMI N NEGAM PREMIRE RITiNP A,S"J A CQ°O MWMG I�111 Mr TYPE FOR CONCRETE OR ODNCIt G&K INSPIL TONS (SEE NOUMNIS E Q.&H ON SHEETS B&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PORdD CMCR IVMCRrrE BLOCK IoURfL OOfCm[ (A) TO E OSRNG POURED CONCRETE(Min.fe-3 Im1) MWAS EQWALL SILL MOUNTING ©CEILING MOUNTING ON FLOOR MOUNTING -1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS•AS MANUFACTURED BY I.T.W.BUILDEK.(Min.f c 3 k9!) SPAN ANCHORS SPACING I I:GENQ -1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.f0=3 k9l) (}Q k5A 0M3E21 KMOVE FRFS m R.MHO TLK) SA VEM IBDBNE FNWAE ROM. _ S&DEIGN NEWIYE PH55URE BAtNG -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACWRE'D BY FLORIDA FASTENERS DIRECT.INC.(Run.fe-2 WO 30 40 fill 75 90 f20 160 205 30 40 6D 75 90 120 160 205 3O M 60 75 1101120 MISS 2 TAPCON OR -1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT.INC..AND DISTRIBUTED BY ALL POWs SCREW BOLT&SPECIALTY COMPANY OR ANY TAPCGN WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERIbW SHUTTER SYSTEMS ASSOCIATION,INC.(Min.fe-3 kei) 11 _ 10 9 e B 5 5.5 14 12 to 9 e a a 0 14 12 tD 9 9 8 B THREADFORM TECHNOLOGY 10 9 8 B 6 6 14 12 10 :.To 8 e e 14 12 10 9 8 El 6 6 ALL POINTS SOLID-SET NOTES: OR LFS 10 B_B B 8 8 14 12 10 9 B a 0 14 12 10 9 8 8 6 5 BLUE TAP W/GIP A.1)MWIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ f0 9 e- e a 7 14 12 10 B E e U 12 10 9 8 B 8 8 ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 10 9 a 7 55 3.5 14 12 10 B 8 8 6 0 14 12 10 9 8 B 6 5 TAPPER+ 10 9 a B e e 14 12 70 9 8_8 a 8 14 17 10 9 8 B 8 S.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4•ALL POINTS SOUO-SET ANCHORS SFNLL BE 7/8'INTO THE POURED CONCRETE NO E3LBEDUENT 4•-0' 1D 9 8 a e 4 14112 10 9 e fi e A.S 14 12 fO a 8 e { $S 110 6 0 0 6 45 lA 72 10 B 8 8 6 5.5 N 12 f0 B e 6 6 43 INTO STUCCO SHALL BE PERMITTED.1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/27 LONG MINIMUM SHOULD STUCCO EXIST,AND 10 B 73 SS 15 - 14 12 109 8 B B 5 14 12 10 9 5 7 53 4 •SEE Uf[AT10N9 OF USE iDR1•MINIMUM FOR WNl S WITH NO STUCCO. BLADE"OH SHEET 19 5'-0' 10 9 8 8 6 8 14 12 10 e a 8 8 6.5 74 t2 IO 9 8 8 8 65 A3)IN rJSE THAT PRECAT STONE,PRECAT CONCRETE PANELS,PAVERS Op ANY VENEER BE FOUND ON THE EOlISi1NC WALL OR fLDOR, 10 0 8 7 4 - 14 12 10 9 E BS 9 35 14 12 10 8 &5 5 15 3 ANCHORS SIUUL BE LONG ENOUGH TO REACH THE MAIL STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON f0 9 9 17.5 a5 - 14 72 10 I B 8 e B 45 /1 12 10 9 18 6 4.5 .75 NOTES At)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SUNG OR EIFS WITH OR YMOUT METAL STUDS CONSULT THIS ENGI' FOR 74 1219.5 75 6,5 4.5 - 14 12 10 9 8 7.5 55 4 74 12 10 9 e 6 45 iJ3 INSTALLATION INTO EIFS W17H METAL STUDS SEE SHEET 20. 6._r 14 12 t0 9 9 a 8 14 12' 10 B e 8 B 5 14 12 10 9 8 a5 5 135 14 12 1 0 9 7.S S5 3 I- 14 12 10 0.S 7 9.5 4 3 U 12 8 6S 35 4 3 j- (5) TO EXISTING CONCRETE BLOCK:(ASTM C- 14 12 10 o B e - - 1{ t2 70 B 6 6.9 S S75 1{ /2 10 e.5 e 5 4 7- - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER 114 6 B5 55 3 - - t4 12 10 9 8 G3 4.5 35 14 12 f0 e 7 5 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY All.POINTS SCREW BOLT&SPECIALTY COMPANY. 14[12 10 9 a`e = 1{ 12 10 9 0 7 S 4 14 12 10 9 -i SS 3 - 1/4 0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 10 E 86 4- = 14 12 9 75 E 45 15 - 74 f0.8 7 9.S 45 33 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC..AND DISTRBUED BY ALL POINTS SCREW,BOLT&SPECW.TY COMFW4Y OR ANY 14 10 aS 7 �--1 14 12 1 73 SS 6 14 12 9 7 75 451- OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERIOW SHUTTER SYSTEMS ASSOCARDN,INC. 14 11 7 55 43 14112 10 a 75 53 4 - 14 12 9 7 1 e 45 3 - NOTES: 8•-0' 14 f2 10 9 8 8S - 14 12 10 9 8 0 4 14 12 10 8 55 5 SS- B.1) MWMUM Q.!BEDMENT INTO CONCRETE BLOITK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 71 12 0.5�7 5.S J_ - - f4 12 a 8S SS 4 S - 25 OS I. S 4 J - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. f4 12 9.517.5 8 - 14 12 95 B BS 5 -14 f2 6 6 a9 t i- 13 9.5 HS 35_ - - /4 12 10 0(B5 9 jj- - 14 12 B 85 3 4 1- = B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4•ALL POINTS SOLID-SET ANCHORS SWILL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9'-0• 11 14 12 10 99 I75 4.5 -t= 12 12 BS 7 55 4 = - EMBEDMENT INTO STUCCO SHALL BE PERMOTIED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/27 LONG MWMUM SHOULD STUCCO 14 1t3 4 - - - t4 17 7 SS(5 3.5 t1t 0 55 45 35 - - D05T.AND I'MINIMUM FOR WALLS WITH NO STUCCO. f4 12 IS- - 14 12 45 7 I&.5 4 I- - 14 10.5 7 53 6 145 15 85 55 4 ( 12 12 B 7 l a 14.5 - - 14 11 7 5.5 45 35 - - B.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR AHY VENEER BE FOUND ON THE IOt15TWC WALL OR FCOR, 14 12 110 8 75^f-_I� 14 12 f0!f8.9 5 14 12 B_6 S 14 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 105 7 5 35 ) - 13 B5 fl3 6 4 3 I� t0 73 S _4 3 - - NOTES B.1)&B.2)ABOVE FOR INSFAWLR0.YS ON VINYL SIDING OR EIS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGHNEEFL 14 171 75 55 - 14 115 a 6 5 4 -I- 25 95 6 5 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 e 5 -1- - - - 14 12 8 7 155 4 - - 13 10 a5 S 4 3 - C ANCHORS SHALL BE INSTALLED FOLLGWING ALL OF THE RECOIM.IENOARONS AND,SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 1{ 12 10 - - -I- - 1{ 12 4 7 8 45 - 14 iO5)7 55 45 33__ () _S 93 12 9- 6 45 4 3 - - 9 7 45 3S J - t4 10 7 - -)- I I. 7 Sb 45 - - 15 85.153 {5 S75i (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E0.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 8.5 7 43 - - -__ 14 1!3 7SI e 5 - - - 12 9 6 45 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: TZ'-0' 14 12 f0 __ - 14 12 a 85 65 _ 13 A OA�5 4 - - - 1.5♦43 45 -__- - {{fT-^ 1t 8 5S1L.4 15 - - - B 6 4 t`J - - - NAIUMUN ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOILED.lF5S THAN THE INDICATED,REDUCE ANCHOR SPACING 73 9.5&51 5• ♦ - - 05 6 S-1 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 8 a5 - - _ - 14 10.5 7 5S 14.5 i- - - 11 1185 S 5 4.5 35 REDUCED SPAC;NG OBTAINED US'NG FACTOR SHALL NOT BE LESS THAN NIMAUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 tz I-= - t4 ns is a s;- = 12I s-s 4.5 4 - FACTOR 1Y-O'_-- - _ - - 10 75 5 4 ! - - 75 S5�4 J - - - - ACTUAL 0.5 B�= TAPCON WITH ADVANCED TAPPER + 12.5.Z 4= =^I- -I= t2 1 a 6 43 4 - - - 9.5 7`5 s - - - - EDGE TAPOON ALL POINT SOLID SET BLUE TAP W/GP e 8 - - 13 9.5 I75 6 - 5 4 I �1 - HV BLADE OR DICIANCE THREADFORM TECHNOLOGY MIN.SPACING I4 12 _ -1 -I- 14 10.6 7 55 - _ _ - 11 83 85 4.5 F- -1= ED. AN.SPACNNO=3' WN.SPACING-3' MIN.SPACING-3 1/2• MIN.SPACING-3' 3 3/4' 4' fo 73 - - - ;s 7 a_5 3s - 763.5 y - - - - 1 B DE W PO CRCONCBETEOCK& Fvu5DIo�CUE anxiET am PDIUNNOOR �Bt.00i1& POco�NCREETTE"BLOCK&P01af])IXILQE7E13fATElEBl00( - - T _^�_ - ( Y WINDOW LBL Ea•3,/Y MN E8.2, MR F11.3 1/Y MIL EDL-2 1(Y 15 6 - - - 11 8 95 4.5 - - D 0.8 4.5 - - - - - MN.EII•Zr MR.EL-3 17Y RH.FA=3' 75 12 19 e - - - - - 9.5 7 4.5 1- - - - _ _ OAO _ to 0.78 1.0 0.84 1A s�_ ___ -�= .3.5 1B 6s - - _ - ass -s - _ BLADE WORKING _ _ - - - -1=a.s 85 4 =0.S 8 3 -1- - - - 2 1/2' ^_ _ 031 11_0-- - __- _-_ ._ 0.67 _ - 1A to---- - 1- - - 05 o B - - _ - -.es s s - _ 1N PU IS_ON O 2• _ _0.71 - _osT - - - - _{-4- - 14 - - - 259.5 6(- - - _� 10 7A 5 _ 1W-0' - - - 8 A3 i=I_ 1 1/2' -- D.35 ___ _ - _�_�__.._._._._ 0.35 - _ 9.5 7 5 =_=_ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 8'e 8 4 I-1-�- f U 111 1U4FAA 02020 OITECO.INC. ®2020 EASTERN METAL SUPPLY,INC. BERTHA WVH.1 y?: v,\r, oe%.�P-, A Accordion Shutter System No.44 67 1 L E C O I N C. >o o ■ KV.BADE#1 W/OR W/O RV.WINDOW MADE * * y American Shutter Systems Ey, DESCRIPTION DATE OMWN BY: UP T1LLtT TESTING& ENGINEERING COMPANY A9sociatton, Inc. 1 OLD 17-107 7/2/2o2c DATE: 7/2 2026 i = 6355 N.W.36tn.St.51c.307.9RCNU ONSETS.FLWUM 3316 �. STATE F 4268 Westroods Drive z PAOne:(305)871-1530.Fox:(305)871-1531 DRAWING No �i�,l•'• '�CORI `` a-m01G u 9.com West Palm Beach, FL 33407 J 4 20-164 -'''4s61ONA R d��L�SIGNATURE�DATE WAD".1 44 57 5 S E OF 20 MAXIMUM ANCHOR"SPACING 1 CPHEDUL FOR A GIVEN MAX, SHUrFER SPAN e S DES IGN DESN NEGAT ME PRESSURE RATING AND A CORROPOYDING MOU MG TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS ATIONS (SEE NOUNONGS I,J,K&L ON SHEET 7) 1J POURM C01401ME POUM CON M e1DCK ANCHORS SPACING LEGEND IIA1xelY U U,(111 4MC JORAQIG(IARD MOUNTING QN WALL/FLOOR MOUNRNG ©WALL/WALK OVER NOUNMIG tL92I 16mMM PRmm next(111 DL901 WATI4 N WIM MW(P71W k=OM NOM PRISM RMING Mot WWK PlMrrz RWO(0 N WITH D (gyp _ __ _, t� 7APCON WfiH ADVANCED 30 40 60 75 J 90 t2a 16 205 30 40 60175 90 120 150 205 30 40 60 7S BO i:i 160 2655 JO 40 s��fro I'20 160 205 THREADFORM TECHNOLOGY 14 12 10 9 B_ e s e f 12 12 12 12 13 11b es 7 7 7 7 7 7 s.5 5 5 s s s 5 ALL POINTS SOLID-SET 3•-O" 14 112 10 9 8 8 6 6 12 12 12 12 12 12 95 7 7 7 1 7 7 7 7 7 7 6 6 5 6 5�' 5 S 5 BLUE TAP ^R Lf55 tt 12 f0 B B 5 8 8 12 12 12 12 LLS B 8 43 7 7 7 17 7 7 7 65 S 5 9 S 5•�5 5 5 14 12 10 9 8 5 8 6 12 12 12 12 12 10 75 8 7 7 7 17 7 7 7 7 e 5 5 a 5 5 8 s TAPPER+ 14 12 10 9 B B B 6 12 12 12 12 15 43 Bb S T 7 7 7 7 7 !i5 4 7 1 5 S 5 S 5 5 4 4'-0" 14 12 10 B B�a B e 12 12 12 12 12 eb 7 5S 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 0 e 6 6 12 12 12 as a 6 4b 35 7 7 7 7 7 7 fi5 5 8 5 9 5 S $ 5 5 14 12 10 9 8 5 5 e 12 12 12 12 10 75 &5 4 7 7 7 7 7 7 7 59 5 b 6 5 5 S 5 8 14M1210 9 8 8 9 8 12 12 12 1/ 9 7 S 4 7 7 7 7 7 15514 3 5 a 5 5 5 5 4 3 1♦ 08107.S�S.S 4 7 7-T 7 T 7-�T 7 5 S_5 5 5 5 5 3 70 0 B 8 B B 12 72 93 75 6 !45 3.5 - 7 7 7 7 7�7 1 5 3B 5 5 14f0 9 e e B 6 f2 12 I12 9.5I B 16 45 - 7 7 7 7 7 7 s3 4 s 5 5 s s 5 5 4 SEE ANCHOR 14 12 1D e 8 8 a e 12 12 alb 9 7.5 55 4 J 7 7 7 7 7 43 35 - 5 3 _9_1�5_�6 45 ]5 - SPECIFICATIONS 14 12 w 9 a e" B a 12 12 12 io'a e_43�a T i 7 7 7 7 7 7 s 5 5 5 1 3 5_ 5 $ ON SHEET 13 t4 12 10 9 B 5 6 e 12 12 0 6 5 4 3 - 7 7 7 7 7 95 ♦ 9 5 5 5 5 ! 4 3 t4 12 10 9 a l a 6 6 12�12 2 a e-5 6 73 = 7 7 7 7 7 6 4.5 - 3 5 6 e B 6 IS If_12 10 9 a B e 8 12ot 5 99 5 ]5 - 7 7 7 63 SS 4 - - S a 3 S j5 11 ] f4 12 10 9 0 0 6 B' 12B5. 7 S 4 J 7 7 7 7 7 7 7 0 5 b 5 6 15 I S 5 S 7'-0" - 14 12 10 9 8 8 6 8 12 5 4b 3 - - 7 7 7 7 63 5 J - 3 5 3 5 5 s 33 3 14 12 to s"11 8 _6 6 1z IBS 7 ss i- - = 7 7 7 T 7 5 1- - 5 5 5 5 5 5 4 - 0 VAUD ONLY FOR UP TO +70. -75 14 12 ITO 9 18 e 1 a - 12 12 55 7 5b 4 3 - 7 1 7 7 Ss 45 3 - - s s s s 45 33 - - PSF A S.D DESIGN PRESSURE fi'-0" 14 12 10 9 6 e 6 - 12 12 OS 7.5 a 45 35 - 7-(7 7 F 7 7 7 ♦ 5 6 5 5' s s s s RATING & FOR SPANS PER 14 12 fo s i n e s - 12!9 6 4s 4 3 - 7 7 7 7 55 4 - _ 5 s` 3 s i s 4 a - SCHEDULE ;#3, SHEET 11 14 12 f0 s)!E 6 12 11 75 6. 5 75 - - 7 7 7 75 a 4b - 5 6 5 5 6 49 14 12 10. e a 0 - - 12 01.5 73 6 5 `I35 - - 7 7 E.5 5 4 - - - - 8._0. 74 12 tO 8 8 8 - - 12 12 95 65 Sb f 4 3_ 7 7 7 7 7 7 a J 5 $ 5 5 5 5 6 b 14 12 10 0 6 a-" - 6S 9 B 4 JS - - 7 1 7 a 5 35 4- - S 5 5 5 S 1 3 t4 12 10 1 9 e s 12 10 65 5 43 - 7 7 7 6.1 ' - 5 5 5 S 15 1 - 14 12 1D 9 6 a - - 12 10.S 7 55 45 35 - - 7 1 >s 45 35 - (( - 10'-D"14 12 10 0 B 5 - -12 11 6.S a 6 35_- 7 T 7 7 7 7 451_ B S 5 9 S S S 4b 14 12 10 19 0 s - 93 7 43 35 3 - 7 7 7 5.9 4.6 - _ 6 5 7 S 4b 39 - 14 12 10 9 e` a -- 12 9 6 5 4 - 7 7 7 B S - 8 5 5 I43 5 - 1- i- 14 12 10 9 6 a I- - 12 9.5 6 5 4 3 - I-Vil S14 3 - S_ 5 5 4 35 114 12 10 9 a a - - 83 4 35 12 a 14 10 10 7 43 - - 'S 1 1 7 _;:;�;os A-°_ ;s aa�44S &5 1 > ; .5,g 5 4a ,s --- H V BLADE 4 N LY 14 12 10 9 - - - 12 BS 6b 7 7 T 7 8 J 3'5 5 5 9 B 4.S SS 12'-0"14 ---_ - - - -- _- __ ( _ 14 12 10 9 8 - B B 4 3 -1- 7 7 5.5 4S 39 =-1._= 8 5 S 1.9 { 3 - u 12 fo 9 e - m'%SIS a - 1- 7 7 6 s s"s 5' s 4 14 12 10 9 a - - - OS 5 15 4 35 __ - 7 85 45 15 5 5 4B_J5 _S_ - - 13'-0"14 12 10 0 B - - - f3 a5 a 43 Jb 3 - 7__7 7 7 7 K. - - 5 3 3 5_ S a 43 JS 14 12 10 9 a - - 7 Sb 3.5 ] - - - - 7 7 5 4 J - - t�1z to a 0 =1- =0 11 y i5 7e - - I- 7 7 ss 4s = - s s "s Ise f a' - - 14 f2 10 9 - 1- - 10 7,5 3 4 3 - - - 7 8 14_ 3 - - - - S 5 4 3 - 13 12 70 0 _ - =Ob I B SS 4 ].S - - - 7 7 )7 7 7 4 - - 5 5 S�S O B 4 3 14 12 10 9� - - - - 6,S 5 J - _ - 7 715 ]b - - - 5 S S 4 11 12 110 B - BS IBS 4 -T- - 7 7 5- 4 7 5 3 4 - - I- I- 11_12 t0 -1- _ 9 7 4S SS 3 1- - - 7 9.5 35 1- _ _)- 5 5 33 3 - - I- 15'-0' 14 12 70 10 7.5 5- 4 J = = 7 7 7 7 7 Jb -_� 5 5 5 S S S { 3 14 12 10 - e 45 3 7 7 IS 3 - - - I- 8' 6 43 JS - .- (- 14 12 10 - 8 , 4 - 7 7 5 ---- -- 8 5 i3 ' - H-0 12 10 - (- - - e.5 BS 4 3b - - �_.__.7 33 ].5 - - 9 1 5 35 - - f `12 1C T u 39 J 1 7 7 7 0 3 --1- 0 3 5 S 5 44 175 12p70 r_ 8 4b J - - I - - 7 8.3 4 ;- - - -I- 5 is`i90= f= -=t i5 56 7s==t=- - i 7 ws1- - - -t= s s asi- _ -I=}= FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `` �tl1Wfly 02020 MUM,INC. ©2020 EASTERN METAL SUPPLY,iNc. P`�.•....... F11 S S A BERTHA HVTM o Tee. Accordion Shutter System Na,441 7MEE e • ■ H,v QAOE#1 w/OR w/0 RV 1NNIM BLADE 2� TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems REV.NaOESCRPOON DATE DRAWN BY. ter 635S NX 36te.Se.St..303,VROM GARDENS,ROI81U 3310E Association. Inc. 1 OLD 17-107 /2/202: DATE 7/2/2020 o STATE F ; P.-:(305)871-1S30.Far:(305)871-1531 4268 Westroods Drive 2 DRAWING No a--n:tm0cooaoE-I West Palm Beach, FL 33407 s �,o'•., LORV NAl 1F&TM1.1I U14418. 4 520-164 reinp111111 SFA/SIGNATURE/DATE 6 1E OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (0„ f�•AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHIJ SPAN NEGATNE RSA. DESIGN PRESSURE RRING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16 6:17). SOUTHERN PINE No. 2 W MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN N o. SPRUCE PINE SPRUCE PINE / 1/2' MIN. COX �W/�MIN.G�,5, FIR NORTH FIR SOUTH DOUGLAS FIR W/MIN. G=0.50 W/ MIN. 0=0.43 W/MIN. 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N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W& X W&X W&X P & 0 S&V S&V S&V sD DSa 1BA0E 11®iI RA�i I}C) ®OI N7ffihIF79HWm6WPf] DS/AI�EPoFID�k910(If) ®IS zffi331EPucWp] 0,p:�7NLmfle 1EDN6(A 09f am 11if>91ERQG fW SILOM HDEI®HEt�TT,(1dJ 0.89sa 1®Ndl+mltE L@i(b) LL9A xiAMiRS91[001C(�ti00➢.7�EI4611IORS(I/J 30 40 60 75 90 05 30 40 60-75 90 OS 30 40 60 75 90 SOS JO 40 60 75 90 05 30 40 60175 90 .05 30 40 60 75 9D 105 30 140 60 75 90.'105 30 4D 60 75 90 09 30 40 6075 90 05 30 40 160175 90 OS -0'Qi 12 10110 9 8 8 6 6 6 6 6 6 12 10 10 9 8 0 6 6 6 6 16 6 12 10 10 9 8 W8 6 I6 B 6 !6 6 6 5 j 4_(4_ 4 t3 12 12 12 12 12 12 12 72 12 12 12 I2 72 12 12 12 12 12 4'-0• 12 10 10 9 8 I 0 6 6 6 6 6_ 6 12 10 10 9 8 8 6 6 6 6_ 6 6 12 10 10 9 8 8 6 6 6 6 6 6 8W�4)-4 4 3 12 12 12 12 112 12 12 72 12 12 12 I2 12 12 f2 12 72 12 5'-0' t2 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 5 I5 4 4 4 3 12 12 12 12 12 12 /2 12 12 t2 12 12 12 12 12 12 12 C. 6'-0' 12 10 11D 9 8 85 6 6 6 6 S.S 4S 12 f0 SO 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.516 6 6 6 5 4.5 6 5 4 4 3.51- 12 72 12 12 12 12 12 12 12 72_12 12 12 12 12 12 10 p.5 7'-O' 12 TO TO 9 6.5 4 6 6 6 5.5 4.54 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 1O 7 35 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 I0. 12 12 12 OS 8.5 7.5 12 10 10 7.5 4.5 3 8 6 5 5 4 3S 12 1D 10 6 35 - 6 6 5 .5 3S 3 12 10 10 4 - - 5 6 5 .5 .5 3 8 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 11.5 9 7.5'S 12 f0 10 9 3A - 6 B 55 S 3.S J 12 10 9 4 - - 6 8 4.5 4 J 3 12 10 4 3 - - 6 6 4.5 4 J 3 p 5 3.5- - - 12 12 12 12 12 70. 12 72 12 t1.5'95 8.5 f2 12 10 6 .5 5.5 10'-0'~12 10 7S 4 - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - - t3 8 4 .S 3 - 6 5 - - - - 12 12 12 12 f.5 9.5 12 12 12 :0.5i8.517.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - 6 5S 3.5- - - 12 10 - - - - 6 5 4 - - - B_ 5 - _ -_ - 12 12.12 12 10 885 12 12 12 9.6 8 7 12 12 8 5.5 5.5 4.5 12'-0' 12 1p 4.5 - - - 6 6 4 - -~- 12 10 3S- - 6 5 3-5- - - 12 70 - - - - 6 S 3.5- - - '6 5 - - - 12 12 12.1S 9.5 0 12 12 11 8i5 7 6 12 :1.517.5 8 5 4 13'-O' 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4S - - - I2�7.5 - - 6 14.5_- - - 6 4.5 - - - - 12 12 12 f0.`&5 7.5 12 12 10 8 �6.514'-0' 12 10 - 6 5.5 - - 12 7 - I- - 5.5 4S - - 7 - - - `-5 A.5 - - - - 6 S - - - 12 12 12 9.S B 6 12 12 95 7.5 6 15'-0' 12 - - - - 6 - - - - 12 - - - 5 - - - -16'-O' 12 - - - - 6- - - 12 - - 5 - - - - - - 5 - C) HV BLADE ORn HV BLADE W,/ 4�A HV WINDOW BLADE WORKING IN UNISON* •SEE 81.11t5 GE USC- BlAOE©ON SLEET iB •1'NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAN.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SNAIL CONSIST OF THE FOLLOIMG: -SOUTHERN PINE N.2 W/G-0.53(N.DS) -1/4.0 UPCON ANCHORS.AS MANUFACTURED BY I.T.W.BU0.DEK W/MUMMA EMBEDMENT AS WWGTED AT -DOUGLAS FIR W/G-040(N.0-&) EACH SECTION ON SHIFTS 16&17. -SPRUCE NNE FIRM W/R NOR G-0.43(N.DS.) EXCEPTIM SEE NOTE 2 BELOW. -SPRUCE NNE FIR SOUTH W/C.0,36 TWOS.) -IO1F.1/2•COX PLYWOOD(1985 APA) 2.ANCHORS 70 HOLLOW CEILING SHALL BE AS PER MOUNTPIG 7YPE U.SHEET 17 ANO SHALL CONSIST OF LAG SCREWS AS PER NITS 2010 SPECOICATONS. 4.MCHOAS ANCHOR'S MA HALL BE IIR IN A[LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECD1GTION9 OF THE FLOW BUHING CODE(Non High Velocity Hurricane Zone 1A11111111 Th I/IA 02020 71LTEC0,WC. 02020 EASTERN METAL SUPPLY,INC. A BERTHA I r S +��Q�::V�r,EN 9 = Accordion Shutter System ■ ■ ■ KV.aADE#1 W/OR W/0 KV.WINDOW 9ADE NO.44 67 o American Shutter Syatema IEV.th DESCRIMOK OA7E ITRAWN BY: U.P TILLIT TESTING & ENGINEERING COMPANY A700CiatiOr1A Inc. t OLD f7-707 /2/202 DATE 7/2/2a20 63"N.W.Wth.St.St.30.VWGDEA GARDENS.FLORIOA 3316 Phwo:(308)871-1530.11-:(3115)871-I531 4268 Westraads Drive 2 �'a�•, P:= d o-..11, .m0a,l cam West Palm Beach, FL 33407 3 DRAWING No F •.,.�Dli 1YAL7ER A T1lLR�.P.E. 20-164 UN 4`�\EAL/SIGNATURE/DATE FLORIDA LT.8 44167 6 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & 1�1A HV* BLADES AS APPLICABLE SHUTTER SPAN + OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE SHAL --WALL FINISH ELM ED TO 105.0 sf. A.S.D. D SIG PRESSURE RATI G E SHEET 19 FO MAX SPAN & - -- —1/4'0 TAPcoN oR A.S.O. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & " A WORKING IN UNISON TAPCON WITH ADVANCED ! THREADFORM TECHNOLOGY �`""� l t/4'0 TAPCON OR W/1 1/2"Min.PFA'ETRAlION v / (I APCON WT1F1 ADVANCED THREADFORM TECHNOLOGY I I OF THREADED AREA 1D %"�- I rW/ 1 1/2'Mln.PENZRATION OF THREADED AREA TO EXISTING -r 1 !r\, 1 I EXISTING WOOD HEADER. _.. r-.�: ( WOOD HEADER.(SEE SCHEDULE ON SHEET 15) t TO OAM(SEE I I I -(D OR�.7 1 ' 1 j, �\ (SEE SCHEDULE ON SHEET 15) ,-'\ /� y ( _ 1/4-0-20x3/4'S.S.MACHINE 1—SCHEDULE ON SHEIT SCREWS W/t/4-_2D NUTS n FOR MADE Oxu I x Z ®12.O.C. ON SfEEi,9 EUa I -_j • -1a1�1t11ltTtt �-j 11 y-{O-�rE?� EXISTINGGLASS� ® 1 it ;^�. o WALL_, In, III ©� F1N�, �3L•1 rrNs`•.\•\�� IL_OPTIONAL WALL 1 I `-:___—__.;1tit{t\tLltt j• ''-_ -;' ( DUSTING MIN. I 1- -•> t —2 z4'WOOD l ^ ,--_ - -t -_IXISIM MIN. HEADER REQUIRED -' OOR W I '-2'x4'WOOD ` j 1 I HEADER REQUIRED I1l�I ^j/�lyl 11 'il' �S 1/4 TAPCON OR TAPCON WITH ADVANCED EXISTING EON,gPARAnON I ( ( P .O II� `.••`l1` i I _[ THREADFCRM TECHNOLOGY Y// 1 1/2' `j1 1 t I Min.PENETRATION OF THREADED AREA TO �S�t TO MAW(SEE 1 qp7 MW.SEPARATION TO CLASS l( I � I 1•I } }il 1 EXISTING WOOD W-CER. q SCHEDULE ON SHEET IXISTING U 1 V'; } (SEE SCHmULE ON SHEET 16) ( 11 FOR EIADEVAND JL_ (SEE SCHEDULE ON SHEET 11)_____ t ._`.^- _-1} 1 (',•1, l I 'CW SIEEf 19 Fa2 GlAS5---1 L.L.-- + -.2'x4'CONr.SILL BLADES.`)&® 2 _ PLATE REWD. 0 HV WALL HEADER INSTALLATION OObV WALL SILL INSTALLATION OM HV WALL HEADER <—_ DUSTING .___�__�.____ _ i ( _ MW.SEPARATION TO GLASS '1 1 (SEE SC mDULE0ONTSHEET 11)_ _-_ r I •� �.._-. GULSS�, 1 E%ISTING E—(SEE SCHEDULE ON SHEET 11) �� IXISTING I I NF-(e MIN.SEPARATION TO GLASS I r�_O o woxo4D P�IA7E(( scEEDu1E ON HEFT 11) ( x G 1 GLAss-' 1/4-0-20.3/4-B.S. ! °v REO'0.-L I 4 \ ) MACHINE SCREWS I ,:.11/4"0-20x3/4'S.S. t C USING 1/4"-20 NUTS t ~ MACHINE SCREWS W/ Ip 072'O.C. FINISH IS t3OR d �•11' - /, , OR� 27x4'CONT. t'. , n _ WL.- \`•`•�TSTAIITIT REOb.WOOD PLATE 1 1y .•1U 11 1 __-'1 -El,i EQ-I d :I N 1'min. 1 --=1'Min. ELT i �• 1^ k ky ``` L 1/410 TAPCON OR TAPCON WITH ADVANCED 1 \ tit '��• �� 1 (: I }} A .) ��{1}, THREADFORM TECHNOLOGY W/1 1/2' .1{2"x4'COW. 1 T Mtn.PENETRATION OF THREADED AREA TO ••`' 1�•-SRL PU+TE IJ•°S k k1tI'i; III �-1/4"0 TAPCON OR TAPCON V11TH ADVANCED •,�\I,,�•y 1i' 't'L•,T , 1/4'0 TAPCON OR �f I;RED'D. ! E705fING WOOD HFADETL. 1 P { THREADFORM TECHNOLOGY W/1/2' --1+=r- (� (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYYJ000 'I \ TAPCCN WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL ' Y 1'µ '�•i•1� 1/2'MIN.C MRF110FORN.TECHNOLOGY SHUTTER ASSEMBLY_ 1_Ll f 1 WALL FINISH _-_ - _awl :'1••- (SEE SCHEDULE ON SHEET iS) EXISTING MIN.2'x4' 1'' PLYWOOD REQ'D. W/1/2-Min.PENETRATION GF 2-MOUNTING SECTIONS CAN BE �� 1 1/2"MIN.COX PLYWOOD REO D. AFQ D PLYWOOD TO WAY TO eE- WALL FlNI THREADED AREA 1Nro PLYWOOD Go ANY INSTALLATION.ED LL CR I HV WALL SILL INSTALLATION (SEE SCHEDULE as SHEEP IS) `-DOSONG MIN.27x4'STUDS®16"O.G.IAAX_REO•D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TD STUDS IN ACCORDANCE ACCDRDAYCF WISH VD01 SECTION 2308 OF THE F.B.C. SECTON 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE LI DONS OF USE OF P HV WALL SILL INSTALLATION F.B.C. BLADE 1A ON SHEET 19 FlOPoDA BUMINO CODE(Non Nigh Velocity Hurricane Zone' ��u111 02020 nLT l Eco.INC.it 1 YA ©2020 EASTERN METAL SUPPLY,INC. �- '' BERTHA HVTLE ENs '•P A S Accordion Shutter System No.441 i L E C 8 ■ ■ ® KY BLADE#1 W/OR W/O Kv YADODW BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems UV.I: OESCRIPnON DATE DRAWN DY: MY o STATE 0 � Association. Inc. 1 OLD 17-107 7/2/2O2 DATE: 7 2/202D d153 N.N. BIN.5L,Sk.3D5.VIRG NIA GMOEN4,FlDI✓DA JJI6. Phone:(305)871-1530.Fox:(WS)671-1531 4268 Westroads Drive s DRAWING No AtOR10 ��a c�ooaeiie— West Palm Beach, FL 33407 3 FS WALTER A.»ufT Jr.P.E 4 2Q-164 'A1rAA��s;4nn 1i,Ip ` SEAL/SIGNATURE/DATE FLORIDA Da B K167 a SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 16 HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEADE_n ONLY WALL FINISH SHALL E LIMITED T 105.0 sf. .S D. DESIGN PRESSURE TI SEE SHEET 9 FOR MAX / SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON j1 1/4'0 TAPCON OR EQ EQ---------2"M IN. -�1 _` f" I % 1- TAPCON WITH ADVANCED 4k8'(1Hn.)E7a51ING 'i ,�_-___,� _` ,.-EDGE(IF APPLICABLE) 7 THREADFORM TECHNOLOGY WDD BEAM REQUIRED; /J SIRUC UM ADEQUACY f I. 4 •-��---�-- W 1 1 2-Min.PENETRATION / - --'- I OF THREADED AREA TO 1/4 O-20x3/4'S.S. OF EX6fING W000 BEAM �' ! •" �- I EXISTING WOOD HEADER. ,� PH1WP5 TRUSS HEAD i0 BE CERfIF'IED BY / �.,� % �'--`—'' / `•--— NIn.� MACHINE SCREWS REGISTERED ENGINEER OR i �'�.� I ! _ "EXISTING WOOD !' 1` / t �/�) I , (SEE SCHEDULE ON SHEET 15) W/1/4'-20 NUTS ARCHITECT PRIOR TO -Eq"-/"r—EQ`• ---- -------r TRUSSES OR EO.---.EQ. ®12'O.C. SHUTTER INSTALLATION. •'` ( ..t/2-•� T.-1/2' �/ RAFTER O 24' �' IZ O.C.REQUIRED 1/4'm TAPCON OR I "11,:lUlltl li -' --� 13T U.257' TAPCON WITH ADVANCED T'�<_ j 1 EASTING SOFFIT l THREADFORM TECHNOLOGY "^.., i� � f ✓ 1 / ti i (� J'... 3/4-Ma:.THK. \ W/1 •/2'Min.PENETRATION I/ Eq -EQ __- _ 1'x4'x1 B'CONt_ALUM.TUBE OF THREADED AREA 70 EO'r EO"'i SMS./4' (^ ''4 ;� j(6063-T6 ALLOY)N/ OPTIONAL .• --7 EXISTING WOOD HEADER. r%/ O 6'O.C. I If (3)5/i6'm LAG SCREWS TO �I (SEE SCKMULE ON SHEET 15) �, I 11 or 1©or 15 EACH RAFTER OR TRUSS. t I I (I O1 or 13 or 15 I f+ !� i LOCATE LAG SCREWS AT �' MIDWIDTH OF EXISTING WOOD f]fIS1kIG MN 2'x4' 1./ I 1).-T OPEN HOLE AT EACH- / WIDTH W/22'IWn NOMINAL IXISTWG 7; HEADER REO'D CLASS `I.- -_.__ MIN.SEPARATION TO GLASS I STUD TO ACCEPT {J PENETRATION OF THREADED (SEE SCHEDULE ON SHEET 11) EXISTING I jl I 5/16'm LAG SCREW ARFA VALID FOR Y I AT CENTER OF TUBE. INSTALLATIONS WITH 72p.f MAX.RSA.DESIGN LOAD AND MINHV WALL HEADER INSTALLATION ) mrTMR � I E>asnNc i TO ASS(SE ci INSTALLATION MAX SPAN.ON THIS I I N GLASS— TO aI5E SI INSTALLATION IS ONLY VALE 'j I —OOR 19i♦ —1 w sEzr,e AND cenwTM o Wi.5MIN. As SPECIFIC t FOR BIAI E pR 9A4FS(D6 Q9) _ A I HA^s,0.,% �� ♦ FIR OR SOUTHERN P1NE N.2. 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY '� y-'O OR OR EQUAL. 2-MOUNTING SECTIONS CAN BE COVBRRiO CHV CEILING INSTALLATION ---/ IN aNr WAY ro SLID ANY wsraunnou. I,U�HV CEILING INSTALLATION ` 1 y I UK SPAMON i Q OR®♦ - a + I TD Z. (sE ——' ) tJIN. I I I MIN.SEPARATION TO G1A55 ) 5 --11� �� SEPARATION - ( LASS (SEE SCHEDULE ON SHEET i t)-�--- I I RR \ I HALO✓k FO I ) E cuss—A I G\j I FOR '(SEETO SCHEDULE 0 )N II �Y ALTERNATE, d ;ANCHOR I I 1 I V ' I WALL-I -`---� LOCATION �V I EXISTING I I FINISH; I I �i - O`� !_ JIB M"it0 ). B10x3//4`HIX O I I -I I --I 14 2'x6'MIN.WOOD 1 Nox4•� 6 7 ' 3/8 thet _WASHER HEAD TEK � I 1 DECK REWIRED 2'x6'MIN.WDD--I ~� C SCREWS O 12`o.c I (NO FINISH DECK REQUIRED(NO AIiOVfEp) -` FINISH ALLOWED) - - - - _EDGE —etglltllill f 19 - EDGE AL DECK-/ 172'-- 1`--I _--"_'- OF "--.�^ --- -EDGE OF DECK �.~ „teECK IF r � IF APPUCABLE __ - =-I . DAPPUCABLE _ IF APPLICABLE \ t/4'm-2Ox3/4"S.S. r= -"- -i I't� P, I.^ t/4'0 TAPCON OR (-1'= P_HIWPS TRUSS HEAD --2 y+L-r-- �_ e 1,.1 MTn. I TAPCON WITH ADVANCED "MACHINE SCREWS - 1/4 D TAPCON OR TAPCON WITH ADVA CED j� 2'x4'CUNT. f t:`^' THREAOFORM TECHNOLOGY W/ 1/4'-20 NU75 -� --- THREADFORM TECHNOLOGY -� SILL PLATE I f 49 TAPCON OR TAPCON WITH ADVANCED THREAD FORM� !_, _. W/1 1/2'Min.PENETRATION 0 12'O.C. PENETRATION OF THREADED '.RED'D. -I TECHNOLOGY W/f 1/2"Min.PENETRATION OF THREADED -2'MIN. AREA TO EXISTING WOOD HEADER SEE '.•• 1.. j�1�'I I EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦Sag LIM AT 1 or USE FOR (X)ITV WALK—OVER INSTALLATION VV HV WALL SILL INSTALLATION BUDEBON SHEET 18 O HV FLOOR INSTALLATION FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone, t1lfl1lll11 fyAAA 62020 71IXECO,INC. 02020 EASTERN METAL SUPPLY,INC. ,,,�,� ,.....• ,r�,,,, BERTHA HVTM Accordion Shutter System 1� E C 0 tNc. f . o KV. BADE#1 W/OR W/O ITV.WMM BADE o N0.q41 7�— --�' eAmerican Shutter stems *; A TILER TESTING & ENGINEERING COMPANY � �'N DEECIRPTION DATE DATE, BY, 2 -o STATE 0 W86 N.W.3NR St.Ste.303.VMM GARDENS.FLORIDA 33tE Association. Inc. , IS 1 1-1D7 /z/zoz DATE 7 z/zozo �.•. Phone:(305)871-7530.Fox:(30.5)871-1531 4268 Westroads Drive 2 DRAWING No ' F�ORiD e 0:mte..Oma.com West PQ!m Beach, FL 33407 3 •.. -•�� . DA-DDDB7,B 4 20-164 CCS+ }t— WALTER A TLUT Jr.P.E. '�'A.A,Ars iONA�RI9"SEAL/SIGNATURE/DATE rtolaDA LIQ 0 44167 8 SHEET 17 OF 20 END INSTALLATIONS (1) HV BLADE OR tlA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•Ar UK Naas (-STUDS MV. ._2 i1•UX"M G0 61r1m05.:Et \ • \ '• '�', ~ \ WY UPWtI J / /,� i!i Sluts rQaV. °a V //: /J/i (As APRJCA \ / /1 :vWIQ1 o a•oe ( /\ j ✓/r:r r:1//. ;y z's4'ux seas STUDS,OR P%YN 1,\ ./ / r, _j 1a.'¢rr i.• / y%t_ r/r PlNmunax `� "7 v � .{ OR MG QASs F^1 ( RYitlOD 6 NG ,.N , 1� STUDS�. I -E).G 4AS, ter. , 0emxc Goss i ,e1 a oGsm+c suss —'� l` :. _ ms \'`j,'- i -3 E Ia1 SffARarM R1W00- `� �' IAI 3EPNUGIar `I:•. .,,q•-1/2•At8 CaA --^ mats(erE Hrl�NNBaf — �mQt QI s¢r -LWtaaQ w. _ 5-_.. s z SOE�QE a SIQ7 m 0As(s`3: P0,ux cmc-�;t.,,:•�y..r,f!.�..a m GEO(SH I r>R a10t T.Ao 1Hs;r trat.—` ,aHtJ +1 Ia OAaciDAa sQaalE a s¢r rlrtwoa. t 50aM a srm �eu SHEEr csme rw f-16 (wA�ttm,�.�cwsvi -- tPO� ��'P�isrAowmOR SCET a Qg H„�1,� pox 9arsf r®aR /r >.~f MOW re 1 eesw 2FO QuW19I O'NIaN. ATaMOt� 11/G@I 1 I r ,r , 1 , __ { �•_; -I 1 A __ us r m r wzmc ---1 - r/2' umoww 1iwt -Y - - 018 QC ' 1 ..•-.i' .q-:J \ p /ton/z• PH I r I tj YI:OR®• � �s0[DUAR.a—f d;-w i IM s¢trnA4 x ra1- -'1)OR�• I m 7PAae: I SM e° `wa¢e`m�x-t't4= •,q� fs-ce", -=�•C@•i�- i�•4z-°O 07-0°-Qai•€�-/ rorw a' ' ®•(�• i0-O• ®- ®• TO mnQaQ�- O.O•t�i-©•O•Qr1r- F4•'L�-®•Q;r-©•1�- O•p•d�i-Q•pO•�-` °, 4�®- (rD-C L�• O•f�-®®-Q3(� END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETA L(� ENO CONNECTION DETAIL® O RGm TD aaA FOR VMS c m mI Haul 12 [>sm G z W uer.woo -,p•.Hecax AxexQts r - suas rSa'0: H/,th'�, /4'o xtAxtrrn'AIR31°4s1 JIOXI/r ssrs `7 EJGSTNG Q.ISa I Pounw4v o it D.C. ifllaRI1TSY1./Y pit;.�\Ole D.C. LL+t sag'FATW 1 m QAs(sff 4 r. ♦ SEE LIMITATIONS OF USE FOR uv sYARAra1-�.- — 1'.I` \ J F/z•r@L saGGuaseD, '4- I� BLADE fA ON SHEET 1. m aAs(s¢ " - w rw94m•oA r.__, i�. i /4•\ 1 (• /, •I ,; 6'. � ON SHEET re r r/z•uG1. 1 `� i \ \•�, / L •—� D.f — --—��._�% Q t�1'' aAoa�.� _ -- mnu)n1 •--„ _i �__ �hR tA� ,165)t y..I1 �7•itrr� i 'Jew Qt 0R A;'-' OR f •(�-08'C-°O�•®• �vAl Rxsx z.4'RKevoa vAu' �•OO•°O'®�S' @oa@cR�j�ca(5 ff� -l3®•Q�L�-©®+ sums amro. - ^ter ELM O Q3-®1t-3�•® °�'�•�'O•®'® DETAIL X END CONNECTION DETAIL END CONNECTION DETAIL 12 FLOMDA BUILDING CODE Non Nigh Velocity Hurricane Zone .......... r/�•4jiy ®202o%'CECO.INC. ®2020 EASTERN METAL SUPPLY,INC. ': BERTHA HVTM No.4416 = I L E C C I NC. A.S.S T.,A. Accordion Shutter System * c FLV.BI.AOE#1 W1 OR W/0 KV.WINDOW BLADE ''q' STATE OF TILLIT TESTING & ENGINEERING COMPANY American Shufn. Systems ev.x D 17-10 IRF-20 2 90; �L®� W55 N.H.Seth.sL.Ste.3a3.NRGeiQ GAOms.nclum 3318 AssOCIOtIOn, Inc. , OLD 17-107 z/z02o �.�` Phone:(305)871-1530.Fos:(305)871=1531 4268 Westroods Olive 2 No wtc�+'••...,,,..• G�C�y� r-3.Nltaccoed.cam West Palm Beach, FL 33407 3 '��''/.,,S�aNA�1 lv��` wol,ra"�0°T°(in's�P.E 4 1 64 P.E. SEAL/SIGNATURE/DATE Fl0Po0A u`'9 44ta7 6 •�Eu UM(TATIONS AND CONDRIONS OF USE FOR BEIMM 4 MV BLADE ACCORDION SHIRK]± W'ORL(ING IN 0 � 45 7 ! Y" � (� I lull UNISON WIrF( F1V WINDOW BLADE RA1 1.NAIL A.S.D.DESIGN PRESSURE RIVING:+110,-110 pal. L I 2 NAY.SHUTER SPAN:96' 1 3,ALLOWED MOUNTINGS:A D.0&H ON SHEETS 6,7;AS WELL AS MOUNTINGS N,0,T.U&WON SHEETS 18&17. Z ONLY CEMERW7E5 21 (BOn1 W/01 OR�1 ARE ALLOWED WITH 01 (29 IN A SYM1I➢ OR OPPOSING LAYOUT.IN CASE OF OPPOSING �M=DE TNTGLUDED ONLY AT EXTERIOR ACCESS SIDE OF I Jt C E TYP.FA.END ! no • AD • • • • �' Y.G I,i a PEMNGS I3Y HOLESFO ®PETtOE A SPACINGS SHOWNON 91EET 4. 44 � YLE 1! V Sf MAX 5 1WDOW5 • • (B)YIN.CLFAfWiCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 10 ® ALLOWED AT FIV C'i C. • • U /Vl /ul OF ANY 3'0 HOLE FOR SMALL BE Ir. WINDOW (C)F1IS7 ORRUDEt�j/ HV BLADE COL9NG OUT FROM STARTERS AT ENDS MAY BE lll'''�� WINDOW • • • • • • �1 a ,I 'a ' (D)HV WINDOW BLADE Tl�MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q as" I6 � � I� THROIWHOUf SHURER'S WDTH. 3 • • • 1 I • • • j� a + (E)C STWL ALWAYS BE MSTALLM ADJACENT TO A SOLID RV _ y,SA , BIADE 1 AT EITHER SDE OF THEW STD END { Jill0 (F�POLYCAABa1UTE HV WINDOW iR4 SHALL BE WSTALLED 50 TFJAj TABS FACE CONNECTION I• • • • • • p ara THE INTERIOR OF THE OPENING G PROTFLTE0.FN WMDOW 4ty MUSE BE DETAILS ON SHEETS l i/, I ONLY INSTALLED AND LOCKED USING A ITV SETDNO TOOL PROVIDED BY ASSA, 10&18 TYP. 1 Rib. INC. FULL HBGHf. I I g'"'OUR 6.SEE ANCHOR SPACING SCHEDULE FOR RbTALLAMORS INTO WOOD FRAME BUILDINGS a1 SHEET 15,AS UMTHM BY SPAN AND DESIGN LOAD(SEE NINES 3TIP ryp 1&2 ABOVE). iv ( C ryLU 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED i I CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LaUED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). (35,l-I(SEE FLAN- 8.MMILUIM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: D M Typp TO BOTTOM ^1 WIND ZONE MINMUM SEPAP4710H TO GLASS �__... _—_._..�—_ ____..�._.__L'NUMITED WIDTH—..------.— - -- 1 THRU 3 Y ELEVATION hM SEPMATIGN To awls EXISTING OL7— r(�ensnnc ON SIEEf 11 FOR HADEm 4 625' f R.ID OV 1H6 SFfET FOR 0AR'5O& ---------------- t-- ` 1 - i . to �El T1�P. 51MN TRIR f215 CALCENIERMAT E9Q \� ice.e/ ._.— If Lana�au'j i \\ O AND --- __--- w/o ' (S NOTE 4 ABGVEy P�N' TYPICAL �1: HY BLADE WORKING IN UNISON WITH BY WINDOW BLADE 4_4 SHUTTER* N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, A``AA,� it f IIAA•AA'' 0202011LTEC0,INC. @2020 EASTERN UETAL SUPPLY,INC. � oEN ��9 � �■�e BERTHA t S �. 1ae. �e , Accordion Shutterer System IL E C® No,441 7 �J RV.BLADE#1 w/DR w/0 H,v WINDOW BADE American Shutter Systems 4EV.n DESCRIPTION DATE GRAM BY: MP TIWT TESTING do ENGINEERING COMPANY Association no. 1 OLD 17-107 /2/20Z GATE 7 2 2020 STATE 0 4Y E 6=N.W.36Ik St.Sin WS,MBGM4 WDIM EMMA 3316 A // ',�� `�ORto • '�A``'�' Phone:(305)871-1530.Fa.:(305)871-031 4268 Westroods Drive z DRAWING No MI:Illcw®aoLaom West Palm Beach. FL 33407 3 G-0006719 20-164 WAI.TQt A nLur Jr.P.E. 4 FLORIDA Ua.f 4a167 s SHEET ''JYNnmum P� . SEAL/SIGNATURE/DATE 6 19 OF 20