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Home My WebLink AboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Business & Professional Re . lation BCLS Horne I Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publicatons FBC Staff SCIS Site Map Links Search (ck)Product Approval dbpr 'USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED FL# FL1850-Rll Application Type Revision MAR 26 2018 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived r Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetaI.com Authorized Signature Bill Feeley Irodriguez@easternmeta].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 r- Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. P Validation Checklist- Hardcopy Received Certificate of Independence FL1850 Rl l COI AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17-102 CERTIFICATE OF IN DEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By 1 of 3 12/15/2017,3:18 Pro Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--vGEVXQw... y Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 1850.1 Bertha HV Accordion-Blade 3(HVHZ)!Extruded aluminum blades folded together thru knuckles and Drawing# 17-103 retained by tracks to provide hurricane protection. --------......__._............................. —..._.................-----.........._._. ---............_.—. —----- Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level"D".Max span is 12'-7"for 35 psf Created by Independent Third Party: Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables.See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes i 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS INC Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf Created by Independent Third Party:Yes positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports ASD load for HV1 blade w/o window blade for conditions FL1850 R11 AE AMERICAN SHUTTER SYSTEMS.INC. indicated on schedule#1,sheet 12.And 12'-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party: Yes negative ASD load for HV2 blade w/o window blade.See sheets number 12,25, 28 and 28A of installation drawings for other spans and pressures. ---— -- .......-........_....._........----_............ - -._... _...._� -- --------....................--. -..............._........ — 1850.3 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only(HVHZ)- Drwg# 17-122 and bottom)for storm protection Limits of Use ^ Installation Instructions Approved for use in HVHZ/ FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC, INC Approved for use de HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistan Yes Verified By: American Test Lab of South Florida Inc. Design Pressure Created by Independent Third Party: Yes Other: Large missile level"D".Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.INC locking rod configuration for the HV1 blade,8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent Third Party:Yes psf for metals stud mountings and 8'-0"for 110 psf.for HV1 and HV1A working in unison.See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. F--ck, Next Contact Us::2601 Blair Stone Road.Tallahassee FL 3 399 phone:850-487-1824 The State of Florida is an AA/B-0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Stat m nt::Refund Statement Under Florida law,email addresses are pubic records.d 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 mai.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 emails provided may be used for official communication with the licensee.However emai addresses are pubic record.H you do not wish to supply a personal address,please provide the Department with an emai address which can be made available to the pubic.To determine if you are a licensee under Chapter 455,F.S.,please Sick hem. Product Approval Accepts: 2 of 3 12/15/2017,3:18 PM Florida Building Code Online https://wvvw.floridabuilding.org/pr pr_app_dtl.aspx?paramwGEVXQw... Credit Card Sal ' 3 of 3 12/15/2017,3:18 PM GENERAL NOTES: I. BERIHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) p OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS 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 8E INSTALLED WITH A DIRECTIONALITY FACTOR Ka-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) - OESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THKU 15. 19 &20. AREA 1: HV BLADES( & AA IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO COMPARE THESE W/MAX.(A.5.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15. 19&20. GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.•AS TESTED, WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS HM USED IN THEIR ANALYSIS,BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE O 00214.01-03.00715.01-03,01004.01-05,/1214.01-05,/0317.02-06. /0809.01-10 AND 110210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS AREA 2: HV BLADE(7 AND HV WINDOW BLADE l N� & 01220.01-10 AS PER TAS 201.TAS 202& TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE O(0505.01-08 AS TAS 201. 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. (WHERE APPLICABLE TYPICAL SHUTTER ELEVATION& NOTES ON LACKS SHEET 5 2. HV BLADE (D AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLACK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECIION 10 TRACKS SHALL BE 0 14x2.75 AND 0 101.75 RESPECTIVELY, 410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 1,31 YIELD STRENGTH AND 180 k.i TENSILE SIRLNGTH. PINS SHALL BE COATED WITH BERTHA HV GACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 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 31.7 k.i AND 35.7 kei END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6.80LIS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D 12.13.14.14A,15 AND 20 ANCHOR SCIIEDULE- WOOD SHEET 15 HV BLADE Q&@ WORKING IN UNISON. 12, 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 00'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PMT BY U.S. PATENT 05'458,1/9 ISSUED TO END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 EASTERN METAL 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 ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/Ran INTRUSION. AREA 3• HV WINDOW BLADE (lA ONLY 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 PROPERTY CLOSE AL HV AND HD CENIERMATES AND ENGAGE OR LOCK ALL M7 AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 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"BEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW BLADE(1)ONLY 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 INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT 15 APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS RED., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALIERED BY ANY MEMS. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (0)SITE SPECIFICONSI PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TED WILL BEGONE THE ENGINEER OF RECORD SUBMIT FOR THE PROJECT AND WHO WKL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMIT TO THIS"ITER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (.)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. IIINF////IJIJiit�� A. FLORIDA BUILDING CODE (High Velocity Hurricane Zone 41 ,�C ENS •i O 2017 EASTERN METAL SUPPLY,INC. F - BERTHA HVTM 0` /___F E c O A.S.S.A. Accordion Shutter S stem ;. y_/ ;•A.; H.v. eLAOE HT1 w aR w/o H.v. WISIDOW BLADE �T TICCIT TESTING & ENGINEERING COMPANY American Shutter Systema RCY.Ro DESCRIPTION DATE DRAWN BY: M,• O' jP(OaInP_.,4�`A A330CIation, Inc. 1 OLD,6-oeo 08/02/17 DATE. 06/02/17 A,EkA, 639]K.,3&..SI..sl...Nri.NRGINA GARDENS.FLORIDA 3316 • - Phon.:(305)871-1530.Foy (305)871-1531 4268 Wast Roods Drivo 2 .-mai.OR.coo..,c West Palm Beach, FL 33407 3 DRAWING No S�QNALEN� ' ) 17-122 EB-0006/19 Phons: (800)432-2204 Fox: (3131 209-8380 4 WALTER A MIR Jr.P.E .. P.E.'SEAL/SIGNATURE/DATE FLORIDA UF.,1 44167 s _ SI IFET 6 1 OF 20 •� .-s'.FOR W .9l" r, . CIEs !454' 014- 4 9•15 ' _. 1 4.999' 1)�V SOLID BLADE ' �.� i`3:HV UNIVERSAL FLOATER !H •i covE 458179 QUALIFIED FOR USE w/ HV BLADE(i; 4V DIRECT MOUNT Hv BLADE (J9i HV WINDOW BLADE• 6005-T5 AtLOY AND TEMPER QUALIFIED FOR U„SE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 b063-T6 ALLLLOYY AANO Rb TEMPER '373' o 124• 6063-T6 AILAND TEMPER 3.226_.OY ^ .065" 9 mss- .994• 1.000' .670" 2.226- 72 ' o � sGG T •� 1.887._._...—.L ! " ri n ^I «, 4?7 $ j.815"" 2.092- .y L—.. °i 4.435____....... 12SL+' 1.37 �i ---------- -• -------- (7?HV ADJ. ADAPTER W f LIP _ ,- o7- (81 HV WALK-OVER TRACK .920 - t 3.226" _ OUALIFIFD FOR U_SE W/ HV `.HV ADJ. FLOOR TRACK ©LADE:1: QUALIFIED FOR U E W/ HV ('91 HV TRENCH TRACK 55 6063-T6 ALLOY AND TEMPER BLADE(1) QUALIFIED FOR USE W/ HV (�a HV RAINGUARD QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE C)ONLY. �, BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UJAE W/ HV 6063-T6 ALLOY A D TEMPER n' VARIES $i 1.936',,,_ BLADE 1. 1 1.91_ VARIES 1936- 6063-T6 ALLOY 4 D TEMPER • or. ' ,� . --'t.- s�I !_ .063' �.59.@Z .093' F-085, .12 083" .100 I .09 m .II]" �� I .060" pl n 6701 I,A56L70, i 1.686' ii 4 e' 70; j I , ` L �,5T0' I • 3.520• __...� I_.. 3.529" __. j I��; `'�t• ! 11 t) HV CEILING HEADER 1?� HV HEADERISILL 31 HD CEILING HEADERZSILL QUALIFIED FOR USE W/ HV BLADE 1�ONLY I QUALIFIED FOR USE W/ HV BLADE(1)ONLY, 6063-16 ALLOY AND TEMPERI QUALIFIED FOR USE W/ HV BLADE 11j �f 4: HD WALL HEADE SEE SECTIONS FOR VALIDITY'- SEE SECTIONS FOR VALIDITY. - '" QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TFMPER BLADE(1)ONLY. r 6063-T6 ALLOY AND TEMPER COMPONENI A 6 T1 IL x r t � XMNYMN t .. 1' I• .062' 17, 7' 5'MAX. 1/8" I 1/8" ' r +5"MAX. 0.192" 0192' J (16 SIDE ANGLES L R �_ I y. 2.5' 1 T .190•10. QUALIFIED FOR USE w/ HV ALUMINUM ANGLES ._ 20� CORNER POSTS BLADE OUALIFLEO FOOD,USE W/ HV -- MAX,!—--�---- QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADEtJ ONLY. ' 2' .5'MAX. 0139.10131• BLADE 1D 6063-T6 ALLOY AND TEMPER 6063-To At1.OY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricone zone (�N •r•,. lI/ Z ®2017 EASTERN METAL SUPPLY,INC. ,1'4P •'�C EIV �•v9=� BERTHA HVTM �LTECOIN,- A.S.S.A■ Accordion Shutter S stem H.v. aADE#1 w OR w/o KV. WNDOW aADE TICCIT TESTING h ENGINEERING COMPANY American Shutter Systems REV.Na ocsc!Fn0N DATE DRAWN 9r. M.L. •:, $ATE Op 6366 N.N.3616.ST.Sn.305,Wr6 A G.WNS.""3341Association, Inc. 1 OlD 15-oso /02/17 mm 06/02/17 • 4268 west Roods unve 2 DRAWING No p r� (' It— (3D5)e71-1530.F4a.(305)671-153t West Polm Beach, FL 33407 �A••'.• oF}IV�.:•w .\, e-mo6, tiR...6aa.aam 3 -- SS Ill ES-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 G 1 WALTER,�TILL J.RE •A.E, UR��DATE FLORDA U,/44167 5 -- SHEET 6 2 Or 20 SHUTTER AS5EMBLY SCHEDULE FOR L-- ,,, �UEAA WCE 0625' HV (a HV 3/8' 12'MI"19GE ---�j-A! .1875- TO BLADE TOP O HV BLADE W WINDOW'LAD' .0625' b25 0625* HV BLADE to k BLADE's .1875' Y Ir—C.39 F !1! .()625� HV LONG RECESSED NYLON BUSHING KNUCKLE (ryp) 0.062 HV SHORT RECESSED NYLON BUSHING it,7"- A PORTION 3150* HV NYLON HAT WASHER (DOR 0 t'!N I i l; -Lot e�U E-�; 'iF° ,< —HV WHEEL CARRIAGE AJSI .302-303 SERIES L 4 --,44 X P1IHV Iiijimow 0.870"x3/16" THICK NYLON WHEEL. 2 7/8"MIN. CLEAR 315"0 SEPARATION UU -03.7500- 0.185"0 AJSI 302 SERIES S.S. RIVETS BETWEEN 25 BLADE EXTERIOR OPENINGS rAFDw'-T 5 I 06' T V3 x 7— EXTE #i,1 -t 5 3/4 FR�R HV 1 3/4- ACCORDION PIN W1 #8 HEAD ON CrI... L a 47 7300' J� F t 2 1/4-1 HV 2 3/4' ACCORDION PIN W/ #8 HEAD -J' CLEAR 1 !U1wEE" TYPICAL HV WINDOW BLADE 06 AND POLYCARBONATE IMPACT RESISTANT HV WINDOW ups !POLYCARBONATE HV WINDOW DETAIL OOR 0 or @ L.:Fj [� SEE FOR : I � EO REMENTS) OR (�Jhl POLYCARBONATE IMPACT RESISTANT HV WINDO BAYER MAKR0iON 3103 POLYCARBONATE 12-MIN. CLLAPJ4CL RESINS UV STABILIZED GRADE OR SABIC - TO BLADE BOnDM INNOVATIVE PLASTIC LEXAN 103 RESIN 00 (SEE NOTE -F ON SHEET 19). 0<2 (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR fF (�o ---fi POLYCARBONATE SOURCES FOR(0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV @ OR EXTERIOR AIVUCIM �t HV ® BLADE. WICAL SHUTTER ASSEMLY 71 1- TIP"~011" W44AFIV NV PIN @ OEIXTU AT R (2) HV PIN (9 MAY 13E USED IN UEU OF 0 AND ONLY AT BLADE'S KNUCKLE. LE EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324--t 4 0 BLADE WHEN CORRESPONDING TO INSTALLATION REQUIREMENTS -11-. SHEET 7. (SEE NOTE FOR .0 MRx P.. T, am 12.500--i. 13,,tDO I, 1. (3) HV PIN @ OR 0 W/ 1/2" O.D. 1/16' THICK S.S. a— ..i AWACIL USED SHALL BE FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 407C.Lit WO ASTM 0216 is r-./m 17 n-.1. SHEET (9 + 02" 47.2 X WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT WE OD. C-1 CL'tD, C-I 4AASS 1w W.DID" 1010 NO T ASTM DIM TENSILE STftt4loI "'T"'OJO :.1 HV BLADE SOLID- fA, HV WINDOW BLADE DETAILS TEN&.51ft's Of=.==0 sm 1 48, L N.T.S. C2 .117 h 11, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM -q� o Accordion Shutter System TL E H.V. BLADE#1 W1 OR W/O H.V. WINDOW R" A.S.S.A L American Shutter Systems KV.N. DESMIPTION DATE ORtwN By. M.L. ENGINEERING COMPANY Association, Inc. I OLD 15-080 D8/02/17 DATE: 03/02/17 sr "3 TICCIT TESTING 055PNW,Jldtft.St., U.3041,VIRG�WKN&ftxt"M16 4268 West Road. Onve 2 Xq or It— (305)a7l-1530 (306)871-1531 — DRAWING No "n' West Palm Beach, Fl. 33407 5 17-122 .. ..... -M tit 8/0)0% EB-0006718 Phone: (800)432-2204 . Fox: (561)209-8380 — N .6 A. 'I.P1 4 P.E.SCAISIGWtflltl[ATE FLORIDAIL UTc"If,44167 6 — SHEET 4 . « "NOTES ON HV LOCKS AND CENTERMATES: '��' ' h11«Z�S«�5a0 « 1. YANDATORI'CONDITION /1: ONE HV LOCK'!y or j$SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 4 OR 12•ABOVE OR BFWW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS T ANY 1.�' _ ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�L OR • B c "1�9t, f CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON l • «'')%'•'L'mtil TYPICAL SHUTTER ELEVATION. 2. LOCKING lLLAOP & TWO HV LOCKS OR OR ONE HV LOCK OR A TWO LOCKING RODS ^AT TOP & BOTTOM SHALL BE SEj F R ANY SPAN AND IN ALLATI A ANY ELEVATION. HV LOCK Z4 OR 2i` SHALL BE ATTACHED TO / OR i CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPUCABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE /3 ON SHEET 12. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV I _ LOCKS OR § Y dE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CENTERMATES,21 OR §HALL BE AS INDICATED ON NOTE (1) ABOVE. (I 3 4ro8'�taE LL ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. yyyy v Y IS USED WlIWQ H.Y. LOCKS): LOCKING RODS ARE NOT REQUIRED AT, .)iURRICANE POSITION, BUT MAY USED If D SIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS i35 OR AN ALTERNATIVE DEVICE I .ova, MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). N°`c-Kvc I I 5. YANDA70RY CONDDION /2: ONE FN LOCK(p 9( S L BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK•'24 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO f3 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG MT HEAD S.S. M.S. TWO LOCKING RODS AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. --- I � i i _ TES Npp MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. N11� J6 a I I 6. - / t >! i��¢S• ! s • ONE ALTERNATE IN LOCK '�6 MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND I ) C� ti85H I14ST LATIONS AT ANY ELEVATION. ALTERNATE LOCK a MAY BE USED As AN INSIDE OR OUTSIDE LOCK. ATTACHMENT \\ OF 1/4'0-20x3/4'S.S. THUMBSCREW TO f1 OR 0 CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. '! RIVNUT 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— Ell 1 7. u•.w+•7ORy(YfNINDON�? FOR KEYSTONE MOUNTING IIiSrALATIDNS: ONE HV LOCK a or 43 or @ SHALL BE SEE ENO — : 1 .1 �,4�y USED AT 1/2 OF SHUTTEK SPAN FOR ANY SPAN OR lY ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION f ! 'L TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK :�or�5 or MAY BE USED AS AN INSIDE OR DETAILS ON a r [ N I 3 N [ M I( P 0 e v w x 1. OUTSIDE LOCK,ATTACHED TO Qj•or QFJ SYMMETRICAL. CENTERMATES W/ (2) 1/4'-20 x 1/2" LONG FIAT HEAD S.S. SHEETS 10 I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 3 W/ 18 TYP. FULL i n HEIGHT. I 3; OF CORNER OR Q7 TOP AND BOTTOM IS COMPLETELY MANDATORY. —uNuwrl[o wnrN CENTERMATE *NOTES ON HV -T- LORKS—A-HU-CENTERMATES: 'r LOCK& AND COMMATIES U AND '� ONE ALTERNATE HV 'T' LOCK G MAY BE INSTALLED IN LIEU OF HV LOCKS b OR FOR ANY SPAN AND ( •�«�j.yJ i11 .1`51« INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN INSIDE OR O IDE LOCK.ATTACHMENT �^ OF LOCK�Q INCLUDES USING REINFORCING LOCKE��,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE C6 i•t7)+317- `..7•'Il^�,« CONNECTED TO CENTERMATES'f AND�9%W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" :�5�•;181« I•�Br«� 8 •��« WMGNUf OR W/ 1/a"0-20x1" S.S.u.S. INTO A 1/4'Ox 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" :1 8l• ;«n_• ,_, •_ «Ii3.5g *NOTES ON HD LOCKS & CENTERMATES: CENURMATES, OR ONE ALTERNATE HD LOCK(3) MAYBE USED IN UEU OF IJESI AL 'j—HV' BLAQE SHUTTER ELEVATION VN LOCKS 4 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK Y_4%MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 1341 TO 0 IS W/3/8 x 3/8"F.M. S.&M.S.,AND INCLUDES REINFORCEMENT INSERTS;AS SHOWN ON SECTIONS HDB-HV�AND DC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12•MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 3S,IS COMPLETELY OPTIONAL. ,I✓YpNirii."��. FLORIDA BUILDING CODE (High VelocityMrricone one 1I1r14Q` •• �T y= 0 2017 EASTERN METAL SUPPLY,INC. ��c�Ns�•'.�� BERTHA HVTM TI : 1L E C O iN ;. A.S.S.A■ Accordion Shutter System H v. MADE#1 W/OR W/O KV. VANDOIW a" American Shutter Systems 9Ev.N• DE6GWTION DAT[ I DRUM BY M.L TILUT TESTING & ENGINEERING COMPANY •• QF Associaiton, Inc. oto I5-080 /02/1 wrE: 08/02/17 6J�5 N.W.le( 51.,6t•.153 NRONAF.. a(305)6,FLORID1-15A 331 61 •'F 114 P°oro (3°5)871-1570.Faa:(303)tl%1-1571 4268 west Road. DrivO x 1DRAWING No EJ •'• 111 •-man:lilt•<oOaoLeem Weet Palm Beach, FL 33407 J ._S/O�AL•�``G�EI/I EB-000671° Phone: (800)432-2204 . Fax: (561)209-8380 •37 122 /1 T� WALTER A nLUT Jr.P.E. P E SEALyf6161Mng&DATE FLORIDA Uc./44167 6 SHEET 6 5 OF 20 POURED CONCRETE POURED OR CONCRETE BLOCK/ POURED- CONCRETE REQUIRED 1/4"e-20x3/4' S.S. CONCRETE •, REQUIRED CONCRETE ANCHORS ..__._.,..._.:'__.._...� CONCRETE ANCHORS I MACHINE SCREWS REQUIRED.-- _-_ ..._....,...-.. i_jSEE SCHEDULE ON ! _(SEE SCHEDULES ON ' W/ 1/4'-20 - --' ,--.CONCRETE ANCHORS SHEET 13j / SHEETS 1}U 14A) NUTS O 12"O.C. ' (SEE SCHEDULE ON SHEET 13) f1" Min.1 --1/4`0-20x3/4`S.S. I'y i Min --tl2:OR+,1 qI i 18 ^EO _EO MACHINE SCREWS _ -EO EO USING 1/4"-20 NUTS 1/2 O 12'O.C. 1/>' 1/2*J " „250'Mox. _ __ i 3 cR 5 3 ort $ _ —� E. ID* ' ISI .E. D.y r I L i i 71250"Max. E.i,♦'F M . Eo• \ i I E. OPTIONAL OPTIONAL 1— AUR.SEPARATION i MIN. SEPARATION TO GLASS(SEE TO GLASS 'SOI- ON�,1fET µ a 1 Al EXISTING (SEE SCHEDULE ON-- -711 ti t!J X11 FUH BLADE L:A'ND , )OR R MIN.SEPARATION SHEET 11) H SHEET 19 FOR :`i� 1 GLASS EXISTING TO GLASS 1, I - G1A55-i �-'�`� '.I I� 7 '—(SEE SCHEDULE ON .. _ _.....'1. ..._- EXISTING SHEET 11) I ' C HV WALL HEADER INSTALLATION �J HV WALL HEADER INSTALLATION (1 ) HV WALL HEADER INSTALLATION EXISTING EXISTING GLASS I : MIN.SEPARATION 1 GLASS - ADN.SEPARATION 1 I �..OR pp ♦ --0 EXISTING TO GLASS .. TO GLASS(SEE J `B' GLASS-T- (SEE SCHEDULE ON'- SCIS DULE ON 5�1;EET I MIN.SEPARATION I j SHEET 11) _• 11 FOR BLADE 11)AND";Iii TO GLASS APP111, ON SHEET 19 POR "-(SEE SCHEDULE ON OPTIONAL r- BGPOES(Jh� SHEET 11) I E4 ,: \ 14i III 1/4."7 Mox. 1/4"Max. E i t - y�—I I• -OPTIONAL Ali' i:�- `� I -O OR O E D* ill Ili ( I. EOI . L1/2 D. -19 L Eo f 1/2 --13 OR -1' ...'1 ZJOR1141 L ___ I -�j`_1/4'0-20.3/4'5.5. 1` ' Min -- I F...EO-LEO PHILLIPS TRUSS HEAD TRUSS/4"0-20.3/4"S.S.PHILLIPS { 1 18 MACHINE SCREWS USING ---- --- - I HE ULES N —TRUSS HEAD MACHINE SCREWS 1 ' C CM RS ' y-- ---- CONCRETE ANCHORS � 0 1"_ 1/4"-20 NUTS O 12`O.C. -(SE O W/ 1/4'-20 NUTS O 12"O.C. (SEE SCHEDULES ON ` POURED CETEONCBLEB SHEETS i}@ 1M) POURED CONCRETE_J SHEETS 13 8 14A) Mm. ', OR CONCRETE BLOCK OR CONCRETE BLOCK --'---'' - IONCRETE ANCHORS REQUIRED -- WAIL REUIREO (Di HV WALL SIL INSTALLATION (SEE SCHEDULES ON 'F FIV-__WALL SILL INSTALLATION POURED CONCRETE-' SHEETS 13 h 14A) OR CONCRETE BLOCK WALL REQUIRED E HV WALL SILL INSTALLATION TjOTF FOR COMBINATION OF SEETL4.[95: EINSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E.O. EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) ♦ SEE LNII,TaTK)NS OF USE FOR 1 HEET 19 HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED BLADE QA ON S IN ANY WAY TO SUIT ANY INSTALLATION. I7TY •��M,' FLORIDA BUILDING CODE (High Velocity Hurricane Zone 11 ®2017 EASTERN METAL SUPPLY, INC. �a'111�P�'�10ENSF�r =` BERTHA HVTM AS S A Accordion Shutter System . . . ■ H.V. BADE#1 W OR WHO H.V.WINDOW MAX American Shutter Systems REY.No DESCRIPTION DATE DRAWN BY: WL $rATE TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-080 8/02/17 .ATE: 00/02/176365 NW.36171.SC.S. 3D5. RG-GARDENS.FLOROA 3716 OF 4 4268 West R-d. D Ph—.P � Pxono:(305)871-1530.Fc.:(305)871-1531 DRAWING No C- - \ 11� a-m0u:Inu�0000Lcom West Palm Beach, FL 33407 3 pO+;' t` \ EB-0006719 Phone: (800)432-2204 . Fox: (581)209-8380 4 17-122 / `V S,ILL'T WALTER A Hurt Jr.P.E. P.E' f4 TUREVIOATE FLORIDA Uc./44167 5 SHEET 6 6 OF 20 POURED _ CONCRETE ANCHORSSEPARA COTJCRETE-- (SEE SCHEDULE ON SHEET 13) (SEE SO OR RLQUIREO _ �'1. .... _._.__... EDGE OF IEOLE NNp CLASS SLAB IF ON MET Is '1saE SCNRAxa pl ._E p• APPLJCABLE EXISTING GLASS BADEs�,;e; >.rEr I t � ASK CLASS :TIL 1 4 EXISTING L(�%H[OU� GLASS-" ALTERNATE GLASS "�J #10x3/4'HEXSHEET it) EO� - ANCHOR r' WASHER HEAD \ LOCATION '!' TEK SCREWS O ' '' O 'TI 1 OR) OR 15 s/e'Lwi - '^t 2"OC lI' ' . - CONCRETE ANCHORS Ili15�'•• L I: 1 I 6 /— r— (SEE SCHEDULE ON I I SHEET 13) 8 I I,- ISTING --I EO -EO EDGE OF G1A55--� EDGE OF--... ` I' " EDGE OF -SLAD IF SLAB IF II 1/2 1 j EDGE IF ' SLAB IF '. APPlIG16LE MA SISVAVION APVLICAf1LE ! �- SUB IF A APPLICABLE ' la QA53(SEE ' APPLIGBLE LT LI EauE'"WJI _.O POUREDJ/ :...... - L....— : POURED I W 9QT le FDR - "--�..._.—��_. I __ �)OR Q9i' CONCRETE ! ' CONCREEE_ E.D.z ._ ( ' BLADES(I)a I , I REQUIRED L E. D.a. l---E.D.t .. REQUIRED `f LAT HEAD CONCRETE ANCHORS POURED FLAT HERO CONCRETE ANCHORS ONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET 14) G NV CEILING INSTALLATION H HV FLOOR INSTALLATION tHV WALK—OVER INSTeI I ennN 11i TRENCH INSTALL4TION VALID ONLY FOR UP TO +70, -75 PSF A-S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE i4, SHEET 11 Irl sEPAArw 1 1 CONCRETE ANCHORS N...._Lsa pealmuE CH EXISTING (SEE SCHEDULES ON EXISTING_ ra'EI 11> GLASS— TJINTO GLASS J SHEETS 14 & 14A) GLASS - v __ EXISTING ___ _. ._ -_ EXISTING 0 (SEE SCHEDULE ON --lO GLASS- aAss-� °N MIN. SEPARATION I I TO GIAss SHEET 11) TO GLASS 1/410 IIW 81ALOE%TMC0/1 W DN 1HEET I I) 01— MAX. SI 1 1 I. :I I 1 I/4' (SEE SHEET L11)LE ON AEWANCEO TNREAOFOR4 I \'J I AMAX. > TECT#AX_ Y M1/4"0 POKERS 1/4" u'1 I I FASIENETiS TAPPERa M43VRS W/ r I 1 3/i W1.CA%EDMEM O e' MAX. D. 1-- Ii - it #100/4"HE% 1 Or ML WASHER HEAD - i OGFOR UP TO W-0'SPAN FOR SPANS LARGER THAN I:I t 3 8" L TEK SCREWS I I E O.• 6'-0"OF TO e'-0'1YJL APPLY - �Y #14x3/4" HEX HEAD,__ } / O 12 0 C {— SEALANT AT CANT FASTENER HEAD TEK SCREWS O 9"OC 1 ✓ i Ili' (Trr)(SEE NrnE ttoN sNEn u OR 1/te-20 S.S. MS CONCRETE ANCHORS fo _ _ ,^ �, r�/ —#14x3/4 5D5.4r I. 13/e` ,i 'I' I 3 8 1MA%. W/NUT O 9"O C I —(SEE SCHEDULE ON 1/2 .� v O 9'0. C ISI (/4_ j CONT ' A �I( _ I SHEET 14) !1 / MOR. I `�- 1 1. . ._ 17 a 18 1/2. r 1 2 y I I t 1 7 ® :S\ I '� I I lU/4".- x3/4'S5 RS -Jf_ -- ID4'.20 NUTS ,.. 1 7/6". 1 7/a"--A•T -- '..- 1 ` -3 •_ 14x3 4' 12'OC. f,. ' _ `--CONCRETE ANCHORS SEE NOTE 13(b) # / F.H.S.O.S.S.D.S ��' __ `.. O 9`O.C. ,r • POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 EXISTING RON STRUCTUR4 >� { E.D. — OR CONCRETE BLOCK SHEETS 13& 1M) -SEE NOTE T3(b) S 2.D0"MIN. -WALL TRIM(DEGORATIbL L- , ._� REQUIRED�.. POURED CONCRETE— ON SHEET 1 I i�' E.O. SK L) OPTIONAL-% POURED `EDGE�" !K; HV WALL FLOOR INSTAL!ATInN OR CONCRETE BLOCK I MIN. CONCRETE J' SLAB If REQUIRED (' - _POUREO CONCRETE REQUIRED APPLICABLE REQUIRED ,' HV WALL WALK—QV R INSTeI I annul +J) HV RAINGUARD INSTALLATION t -� iT� M1 KEYSTONE MOUNTIN. INSTALL TIQN NOTE FOR COMBINATION OF SECP4NS: } WXW.W AS.O.C4O9G11 PRE59uRE: .84,-]2 PAf ff 0. -EDGE DISTANCE 1 TNLS INSTALLATION SHALL BE uExluuu SHuiiER SPAN B'-0' ASSEMBLYI-SEE HEET 4 FOR TYPICAL SHUTTER ADJACERIEMOVNTTOANOPERAELLEE WHEN EE%ITF�-11�AINSTALLATI0N DETAILS W� (fi1 HV BLADE EE SPECIFICATIONS ON SHEET 13) 2- MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE _w ANr wnv To sulT ARY IrIs7ALtnnoN. FAAi1FLORIDA BUILDING CODE (High Velocity Hurricane zone 11111 Q�\ �T ®2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM N. Accordion Shutter System TMTE c oHv. aAOE w/oR W/o V. WNDOvV BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ne cexmPT10N OATS DRAWN By: ML pf•, ^TATE Of ;�� 0353 N.W.30111.SL.Sb.305.ID ANA GAADENS,FLOrGS 3:IE AiiOCtOfl00. Inc. 1 OLD 15-0E0 8/02/1 QATE: 08/02/17 (s RI 111 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roods Drive 2 „ •'•.,,.•F'1•• t .-moll: GRwosooLccm WaSt Palm Beach, FL 33407 3 DRAWING No _•/)In O `I1 i EB-0006719 Phone: (800)432-2204 , Fax: (561)209-8380 7- 22 V Aell1 Cj WALTER A. nLU1 Jr.P.E. 4 P.E,'-SFA S Ar•URf<DATE FLORIDA NC.#44167 5 SHEET E 5 SEE NOTES ON LOCKING kOUS 0 HV LOCKS(5 or OUT INSTALLATIONS W/ 1 HV ** AND AL,ERNATE HV LOCK 0 ON SHEET S. F 9(Y,.( IN i—EXISTING GLASS j RUDE SLACK DETAIL INF IS VAUD FOR ALL BLADE WZ HV CENT MATES CENTERMATES APPLICATION WITH BLADEQI OR 10•®�®•®a®-©°" SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 k 16...._ rx2 x1/a xo-2' i 8 a a 1 5 a 9 ( —_ .... 7' 6 1/2• T - - (606J-i8 ALLOY)ALUM. / ANLL( W/(2) I./4'=g) LUM. 1/2- RR1 _.. ANCHORS ©'®' OPPOSING S I SYMMETRYCAL (TOP/BOTTOM)h j10x3/4'S.M.S.O 12• ( i CENTER AT S MIN. SEPARATION (4)0L 0x1/2•S.M.S.To TUBE �T O.C. FULL LENGHT. C W/ HY LOCK or CCJ AT EACH ANGLE.(rt?) * (SEE SCHEDULE ON w `I 5 �, �: 35 IN `� ' SHEET 11) 2'1/2 HVA HVB HVC © O ®. ae© O} I • r EXISTING GLASS ("COUREDNCRETE CONCRETE OR -1 1O•®�© Ow ®°R EO ED BLOCK WALL ciws� ®°"© ®�®�©� ! SYMMETRICAL * �'�'�°"�' '� MIN}SEPARATION \D �`@ ®�® ®_0®'SOD Ross �O IN* � IN � © ®°"(g ®°"08 •®a To cLnss HV LOCK IL91 OPTIONAL (SEE SCHEDl1lE ON MIN. \. ©�® * ®«®p�Q.®ox�.�alO ) SEPARATION�• ® a ©-,, -7—(-INTERIOR) SHEET 12 TOCLASS (SEE SCHEDULE�. ERI (INTERNAL �__—_—_—_.—_ 0 U T ON SHEET Ill) \ D (INTERIOR) =-T- —r — , L'CONCRETE - - VARI S l-� ANCHORS C. cl 3 I VARIES II 3 (EXTERIOR) 0 U T !-6 1/2"MAX.SLACK =OUT j 5 HVE HVF** �' FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1 t ©2017 EASTERN METAL SUPPLY,INC. i�P'`jCENSF ✓9 BERTHA HV TM 1 L E C 01 N A.S.S.A.S.S.A. Accordion Shutter System y ;* H.v. RADE 1 W oR W/O HV. WNWW RADE • a ', V ` TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.No DESCRIPTION DATE DRAWN BY: M.L. -•, ,:•� , 6355 N.W.3ath.SL,Ste 305,VWGI-GARDENS,FLOP"331e., Association, Inc. I OLD 15-080 /02/1 DATE: 09/02/17 Phone (305)871-1530.Fe•:(305)871-1531 4268 Weal Roads Driva 2 �"''•..,, .•,,,. \ ti a-moil:tut•coeoa._ West POIm Beach, FL 33407 J DRAWING No ES-0006719 Phone: (800)472-2204 . Fox: (561)209-8380 4 17-122 WALTER A.TILLIT Jr.P.E. P,x' j�O URODATE FLORIDA Cil:./44197 5SHEETOP 6 20 ALTERNATE INSTA LAT 0 W H "T" V MAL FMALOCKS- & LOCKERS V BLADE qFE ENO CONNECTION QUAILS ON SHEETS 10 A 18 INSTALLATION n HV BLADE •-"Si,NG GLASS W/ HD CENTERMATES _3i OUT �cJ IN 7'�wE. IDSUCK OETNI.NVF,INDx.AIED ON SHEET e, t� AS UNIVERSAL FLOATN 9LAUE Q)UETAL HDD-IND e'®q©�OO q�+ 10•®q ON THIS SHEET,YAY 9E USED WiD1 THS ALTERNAT ` uL HOwN IN rNis SNE.. SEE.END WALL tiONNECTIOti 11 .®q©,®q©,©q PEIAILS_Qi{.SHEETS 10 dL�$ ©.0.©q©.70.0q ®•®q®-®q� ®q0 laoa}-Ta uLon uDY. .,®.® 35 -oa"A z)v:.rwcON s s• 1 W ANCHORS T�aCOn � (OPTIONAL) --------________ (OPnOwl) uUlwiAz•s.Ys.To roe[I �l1`.3/4•s.Ys.a 1x- 3 O.C.FULL tENGNT. * IN (F«s"iTYP. r I .N P''"s"o''P.> �' ,SEE°suK��k1F Ar EACH u6LE.lT'•9)I I 30 HV "T" ^ —i .I aN sNrn Ci 5 I' - 3 LOCK (INSIDE) OUT 31 oR®2 i 33 31 oa©2 31 IRU L� 31 oR 2 I 2 1/4" 0-20 x 1 1/2" S.S.M.S. lo'J;--- 3S* (oPnowi) SEE NOTE 6 FOR HV LOCK® v W/ 7/8"0 x 3/32" WINGNUT. (omm,,L)HDB—HYS QUT HDC—HVC r LOCK,ON SHEET 5. * SYMMETRICAL HD CENTERMATES ©0 HV 'T" LOCK (OUTSIDE) � SYMMETRICAL HD CENTERMATES � LOCK SINTERIOR) LOCKEXTERIOR) I SEAIES 9AH N.UYYiUY ury7��) �(�1 (2024-T3 ALLOY)URGE FLANGE fHVi ®q©•Oq® v•0- SHEET NUTSERT.PAT 0 GexO. 1Uw®�'©��©•®�' AS wAnUFACTURED 9Y AVDEL CAERW IExfdRN.PANSWPENY,NEW JERSEY ©•O•©q©•O•®q D7D54 OR EOUAL. !2.•®q©•®qO•®q e.®q®•I®q®•Og 90 - - - - - ----- - - - - - .®-® (�- 0 *SEE NGILs ON Lttxwc Nuns®AND®1—s ON sNFi s \�—� 3 '\�� ,4444`✓ .-,1 **_RsAL N T-K w.mz(3 m----is T w D FOR NL CENTERMATES ADftKADONS WRN eUOEO HDD—HYD** FLOATING STACK A,JJFJiAAA....., FLORIDA BUILDING CODE (High Velocity Hurricone Zone 11 ®2017 EASTERN METAL SUPPLY,INC. ,L Q. 4444 ... ��. 'v�CENS ,�E.= BERTHA HVTM 1 L E C-6 -H c. A I.S.S.A. Accordion Shutter Sstem H.V. MADE 1 W/aR W/o KV. WINDOWBADE American Shutter Systems REVA. DEscRIPTR)N DATE DRAWN 9Y: M.L. '!♦ ' TILLIT TESTING k ENGINEERING COMPANY OF Association,West load Inc. T 00 7s-oeo a/ox/1 DATE: oe/oz/n ' a»5 N.W.36N.SI.,w.SOS.W.RGeHA GARDENS.FLORIDA via Tot Phone:(305)071-1530.F0.:(305)877-1b31 x268 went Roads Drive z DRAWING No S •• �, 11 a- 61:kilo oa com West Polm Beach, FL 334017 3 SiQN.�EN�,�a ,11 E8-0008719 Phone: (800)432-2204 . FOx: (561)209-8380 4 I—1 LL 1` WALTER A.TILLIT Jr.P.E. a SHEET P.E.�SF- 00UWf DATE FLORIDA Lic 1447x7 6 9 OF 20 SCHEDULE 41 SCHEDULE k2 SCHEDULE Y3 SCHEDULE M4 wus. (1)L+: MAXIMUM ALLOWABLE SPAN FOR A 4 ,SEPARATION TOG ASC REQUIREMENTS *1 MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*"L+" XIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.O. DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+ OR L-" R "L fl. INSTALLATIONS R "L-" (ft. INSTALLATIONS RATING, 1 FOR INSTALLATIONS W 'L+" OR "L-" (ft.) FOR ( ) ) L-: MAX.ALLOWABLE-SPAN FOR A GIVEN O SEE BELOW FOR MINIMUM SEPARATION TO / NEGATIVE A.S.O. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ® INSTALLATIONS W W/ W LOCK ®S r or W/ONE k W TWO HV OR k W/ ONE HV LOCKS THE FIRST AT 80` ELEVATION OF BUILDING HV LOCK or r or HD LOCK W/ CENTERMATES. dt / (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT tlUTTOM OF SHUTTER. NO LOCKI R00 CENTERMATES dL ONE HV LOCK OR OR LOCKS OR TWO OR W/ NO LOCKING SPAN FOR WALL MOUNTINGS OR OR W NO OCKWG OCKING RODS (5 TOP/SOTTO ODS FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS W/ ONE HV LOCK ® W/ TWO LOCKING RODS / / ONE HV LOCK ® OR ® (VAUD FOR MOUNTING© INSTALLED ABOVE 30'-0*ELEVATION OF BUILDING, ® TOP h BOTTOM *(SEE NOTES t." RODS •(SEE 140TES t.td R ♦ SEE NOTES SHEET 7) GIVEN A POSITIVE A.S.D. DESIGN PRESSOR MEASURED AT BOTTOM OF SHUTTER IS 3". CONCRETE h WOOD RATING, DETERMINE MAXIMUM SPAN "L+" Iw,ypr .PXaAw CONCRETE FROM SCHEDULE. AID. CONCRETE&WOOD INSTALLATIONS 0 AS.D INSTALLATIONS ASID. INSTALLATIONS 0 Aluk1 INST.AILATIONS GIVEN A NEGATIVE A.S.D. DESIGN paw PRes�wRF WALL MOUKTINGS �� PRESSURE FLOOR/CEILING MOUNIWG PRESSURE RATING. DETERMINE MAXIMUM MINIMUM SEPARATION TO GLASS SCHEDULE; Pes"K a I"LOON/CEIING MnxG RACING DR RAIM WALL MOUNTING MOUNTING '� d: O..J.) �,.,.) SPAN 'L FROM SCHEDULE. (R-,) FLOOR/CEIING MOUNTING (o,,,,} FLOOR CEIIJNc MOUNTINGS _._ FLOOR wML MOUNnuG SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS I. -) L♦ (6) L-(IQ L+ (6) L-(e) I. -) L F (s) L (8) l+ _I l+ ) L- (• -) L+ (A) 1 L-(4) FINAL MAXIMUM ALLOWABLE SPAN IS EQUA 13'-2` 16'-0" 30 12'-3' 14'-,. 30 13'-1' 16'-0' 30 13'-2" 16'-0' TO THE MINIMUM DETERMINED SPAN SHUTTER INSTALLATION W/ INSTALLATION Wi JO _ BETWEEN 'L+"AND L--`. SYMMETRICAL OPPOSING 35 12'-a' t4'-t0' 12'-8' 14'-10' 35 I1'-9' 13'-e' 35 12'-7' 15'-7'- 35 17-8' 14'-10" SPAN CENTERMATES CENTERMATES 40 12'-3' 13'-f0' 12'-3` 1Y-10' 40 11'-4' 12'-9• 40 12'-2" 15'-2" 40 12'-3" 13'-10' (3) PROCEDURE TO DETERMINE MAXIMu, _. SPAN FOR COMBINATIONS IN BETWEEN COS' - 45 11'-11' t}'-1" tt'-11` 1J'-1" 45 11',_1' 12'-0' 45 11'-9' 14'-3' IS It'-11' 13'-1' 3 3/8"a 4" WALL W/FLOOR/CEILING MOUNTINGS: OR LESS .11'-T 12'-S• 50 10'-9" 11'-5' SO 11'-8' 13'-7" SO 1l'-7` 12'-5" >105'TO MAX. J 7/fii 4" - SS 11'-4' 11'-10" 11'-4' 11'-10' S5 10'-8" 10'-11" 55 ._11'-3" 12'-11' S5 11'-2' -lt'-10' FUN A GIVEN POSITIVE A,S.D.DESIGN ALLOWED ....._ PRESSURE RATING: 60 11'-1" Ill'-4- 11'-0" 11'-4' 60 _... 10'-3' t0'-5' 60 11'-0" 12'-4' BO _ _., t0'-2' 10'-Il' DETERMINE: ++��5� (Q1� -- 40, - _ b+- MAX. SPAN FOR WALL MOUNTING USEINDICATEDVALUES FOR HV_CENTERMATES. _ 85 10'-f0` 10'-10' 10'-T 10'-1_G'_ 85 10'-0' 10'-0' 65 10'�-9" _„tt'-1.1' 65 9'-5' IO'-I” 70 10'-8' 10'-8' 10'-2' 10'-8' 70 9'-8' 9'-B' 70 10'-7" 11'-5' 70 8'-9" 9-4` INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING 75 10'-1" 10'-1" 9'-10` 10'-1' 75 9'-4' 9'-4' 75 10'-4" - 11'-1" 75 g,-9� MOUNTING INSTALIATN]NS, MINIMUM SEPARATION TO GLASS 5[1!D 1 F; 80 W-10' W-9` 9'-7' 9'-10' 80 9'-0" 9'-0• ao 10'-0' 10'-9' SHUTTER W/ ONE LOCK h TWO LOCKING RODS Q( 85 9'-6' 9'-fi" 9'-3' Ii 6`- 85 g'-9" 8'-8' 85 9'-9` 10'-5' FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS _.._. --- PRESSURE RATING: 9'-3' 9O 8'-8' 8'-6' 90 9'-5' 10'-1" DETERMINE: SHUTTER INSTALLATION W/ INSTALLATION Wj __.-.. - . fly 9'-0" g'-9"_ g'-9' _ 9'-0' 95 8'-3' 8'-J' 95 9'-2• 9'-10" LI MAX. SPAN FOR WALL MOONING SPAN "Im OPPOSING 100 g'-9' D'-4' E'-6" d'-9' 100 9'-1' B'-1' - 100 9'-0' 9'-7" INSTALLATIONS. CENTERMATES CENTERMATES 103 8'-7' 7'-11" 8'-4' 8'-4' 105 7'-11 7-11' - 105 a'-9' 9'-4' L2 - MAX. SPAN FOR FLOOR/CEILING 105` _ MOUNTING INSTALLATIONS. 2 3/4'•• 3 3/16' Ito 8'-4' 7'-7" 8'-2' 7'-11' - -110 7'-a' 7'-7' 110 8'-T 9'-2 O MAXIMUM SHUTTER OR LESS ----- _....--- FINAL MAXIMUM ALLOWABLE'PAN IS ED" >105'TO MAX. 175 8'-Y 7'-3" 8'-0' 7'-7' 115 7'-8' T-3' 115 8'-4" a._11' SPAN "L+"OR %-"FOR 3 I/4' ••• 3 1/4' 120 d'-0' 6'-11' 7'-10' 7'-4' 120 7'-4' 6'-11` 120 8'-2' a_--9' INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN "LI+ `L2+; ALLOWED 11-"AND t2 USE 2 " '" 0 125 —7-10" 6'-B' 7'-8' 7'-0' -125 7'-}' 6'-9' 125___— 9'-0' 8'-5' SHALL BE LIMITED TO 105 15 W /16FOR HV TLOCK / ass 1X1 T-8' 6'-5' T-6' 6'-9' 130 T-1' 8'-5" 1J0 T-10" 8'-1P.I. DESIGN LOAD. ' (Q GO TO ANCHOR SCHEDULE WITH FINAL USE 4 1/0" FOR HV 'T' LOCK W/ 6'-6' _ 1}5 6'-lI' 6'-2" 135 7'-9'_ MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTMATES. A.S.D. DESIGN PRESSURE RATING TO 140 T-5' S'-11' T-3' 8'-3' 14O 6'-10' 5'-11" ...,._140 77=7" 7'-6' DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 7'-3' 5'-9° 7'-1' 6'-0` 145 B'-g' S'-9• 145 7'-5" 7'-3' _ 150 T-2' 5'-7' 7'-0' S'-10' 150 W-7' --5-7" _ 150 7'-4' 7'-0' CONCRETE s IJANSORY WOOD 155 T-0' S'-S' 6'-10• 5'-8' 155 6'-6" 5'-5` 155 7'-2' 6'-9' t HN. CORNER CENTERMATE/3 MAY BE 180 6'-11" 5'-2' 8'-9' S'-8' 160 6'-5" S'-2' 1io 7'-1" 6'-7' USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A. B, C. D. E. M. N.0,P. O. R. 165 6'-10" 5'-1" W-a' W-4• 165 6'-3' S'-1` 165 7'-0' 6'-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K h L. 5 &V. 170 8'-9• 4'-11' 8'-7' S'-2' 170 6'-2` 4'-11' .170 6'-11" 6'-2' MANDATORY CONDITION #'2 NOTE 15. SHEET 5. FLOOR/CEILING 175 6'-7' 4'-9' 8'-5' S'-0' 175 6'-1' 6'-0' MOUNTING G. H, I, Il t J. T. U. W & X 4'-9' 175 B'-9' . IgD g•_g• 4•_g• B'-4' 4'-10' 180 6'-0' 4'-g' Igo W-8' 5-O" tt EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR T-'AND MAXIMJM AS.0. + M. -- DES"PRESSURE RAIING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 155 6'-5' 4'-6' 6'-3' 4'-9' 185 5'-it' 4'-6. 185 6'-7' S'-8" BLOCK SHALL BE LIMITED AS FOLLOWS: 190 6'-4' 1'-5" W-2- 4'-7' 190 5'-10" 4'-5' 190 8'-6' S-6" 1- CONNECTIONS TO KEYSTONE !COUNTING LIMITED TO +84,-72 ps.f. t / H V BLADE --195 6'-3' 4•-3" 6'-1' 4'-6' 195 5'--9" 4'-3' 195 6'-5' _ 5-5' AND 8'-0' SP 200 6'-2` 4'-2" 6'-0' 4'-5' 200 5'-9" 4'-2' 200 6'-4` S'-3' SEE MOUNTING�M ON SHEET 7. 205 6'-0' 4'-i' 6G-0" 4'-3' 205 5-8' 4'-1 205 6'-3' S'-1' FLORIDA BUILDING CODE (High VelocityHurricane Zone '�`R A. tj ®2017 EASTERN METAL SUPPLY, INC. AA1,`i a ,..,�'• til BERTHA HVTM .i ITL1E C O TNG. A.S.S.A. Accordion Shutter System H.v, RADE t w/oR W/O KV. w ADE t� ? 7 American Shutter Systems RFV.w DESCRvTION DATE DRAWN BY: W.L. 7+ * TILLIT TESTING k ENGINEERING COMPANY Association, Inc. t OLD 15-oeo /02/17 DATE: 08/02/17 'd 1 6355 KW.-M.S..SI..305.VwG GwtOENS.FLORIDA 331 ' SWrl Ft....:(305)871-1530.F..:(305871-1531 West P West Roods 0331 e 8�" ) DRAWING No .,�'•.�' Q` �• .-rn ie tilt.co011oLcom Wast Palm Beach, FL J}407 3 '•:��RIOP✓''4(,�LAA DFB-0006719 Phona: (800)432-2204 . Fa.: (561)209-8380 4 17-122 S ,w' .t WALTER A.TWT Jr.P.F. • �CEy/y`MIR96�t1A�' FLORIDA Lic 1 44167 1H OF 2 MAXIMUM ANGHORe SPH DLILE FOR A G N 4x SHUTTER SPAN, ANCHORS SPACING END DESIGN NEGATIVE n AND 1AGpp4 c N MOUNTING TYPE FDR CONCRETE INSTAL ATIONS (SEE MOUNTINGS A,8,C,D AND F ON SHEET 6) 7APCON WITH ADVANCED THREADFORM TECHNOLOGY POURED CONCRETE _ BLUE TAP MAXA (A)WALL HEADER MOUNTING (A)WALL HEADER MOUNTING TAPPER+ SPAN W/ W/ WALL HEADER MOUNTING D WALL SAIL OUNTING D WALL 91RL1. DUNTING C& WALL HEADER/SILL -- MOUNTING (N) A.S.D.DESIGN NEOAINE LOAD AS.D.DESIGN NEGATIVE LOAD A.S.D.DESIGN NEGATIVE LOAD a( A.S.D.DESIGN NEGATIVE LOAD s, A.S.D.DESIGN NEGATWE LOAD a AS.D.DESIGN NEGATIVE LOAD peO 30 40 60 7S 90 120 180 205 30 40 BO 75 80 120 180 205 30 40 80 75 90 120 160 205 30 40 50 75 BO 120 160 205 30 40 W 73 90 120 180 206 30 40 60 75 90 120 760 205 lES14 12 1 9 8 B 6 14 12 10 9 e e e 8 14 i B 6 6 f{ 12 10 8 - 14 1 f0 S.S B 6 0 6 7 5.5 OR 14 12 10 9 8 B 8 5 14 12 10 9 e e e 6 14 12 10 B B 8 8 8 14 12 10 9 8 8 8 3 74 12 10 9 e B 6 6 B 8 8 e e 8 "e 6.5 -_ -. 14 12 10 9 8 e"'-6 6 14 12 10 9 8 B 6 8 14 12 10 9 B 8 6 B 14 12 10 9 8 8 6 - 14 12 IO 9 0 8 6 6 B 8 e 6 8 8 B 7 4•-0• 14 12 10 9 8 8 6 4 14 12 10. 9 8 6 6 8 14 12 f0 B B 8 6 8 14 12 10 9 e 7 - - 11 12 10 9 8 7 5.3 - e 8 8 8 B 7 5.5 4 ._ __. __ _ 14 IZ 10 9 6- B 4.3 - 1t 12 70 9 6 8 6 4 14 12 10 9 e e 6 6 14 12 10 9 8 8 - 14 12 10 9 8 e 6 - B 8 8 8 8 9 6,5 S O S EE ANCHOR 14 /2 f0 B B 8 B 4 14 12 10 9 8 8 6 8 74 12 iD 9 8 8 6 6 14 12 10 8 8 8 - - 14 12 10 9 e 8 8 - 8 8 fl B 8 8 7 5.5 SPECIFICATIONS 5•-0" 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 8 14 12 10 9 7.5 - - - 14 12 10 9 7.5 5.5 - 8 8 B 8 7.5 3.5 { J ON SHEET 13 14 12 10 9 e S5 - - 14 12 10 9 8 8 4.5 - 14 12 10 9 B 8 6 5 /4 12 10 9 8 3 - - 14 12 10 9 8 7 - - B 8 B B 8 7 5 4 14 12 10 B 8 8 4 14 12 10 8 6 6 6 3.5 1, 12 10 9 8 8- 8 B 14 12 f0 9 8 - - 14 12 10 9 B 7,5 - 9 B 8 B 8 7.5 S.S 4 6•-D" 14 /2 10 9 8 S.S 3 - 14 12 10 9 8 6 4.3 - 14 12 10 9 D B 8 8 14 72 9.5 7.S , - - - 14 t2 9.3 7S 63 3.3 - _ e B 8 7.3 8.5 4.5 35 - 14 12 t0 9 6 1 - 14 72 10 9 B 8 - - 11 12 IO 9 8 8 3.3 3.5 74 12 10 9 4.5 - - - 14 12 10 9 7.3 F - - e a e 8 7.5 5.5 4 3 14 12 10 9 e 5 - - 14 12 10 9 8 8 4 - 14 12 10 9 B B 6 5.6 14 12 10 B 5 - - /4 12 10 9 e 4.5 - e e 8 a e 6 {.5 - 7,-0" 14 12 10 9 8 4 - - 11 /2 10 9 8 t.6 3 - 14 12 10 9 .4 17 a {.5 - - - 14 12' B 8S 6S - e 8 14 /2 10 9 4.5 - - 14 12 10 9 8 4 - - 14 12 10 9 8 7 4 - 11 12 10 5.S - - - 14 12 10 8 6.5 - - - e e B 6 6a 3 3.3 - 14 17 70 9 7.S 3.75 - - 14 12 10 9 6 8 - - 14 12 10 9 8 6 8 - 14 12 10 6 - - - - 14 17 10 8.3 7 8 8 8 8 T 3 4 8•-0" 14 12 LO 9 3.3 3 - - 74 12 10 9 8 4.5 - - 14 12 l0 9 B 8 - - 14 11 7 - - - - - 14 11 7 5.3 J.5 - - - 6 8 1 5.S 4.5 3:5 - - 14 12 10 5.5 3 - - - 14 12 10 9 6 - - - 14 12 10 9 8 S.6 - - tt 12 8.5 J - - - - 14 12 8.5 7 4 - - 8 8 8 7 SS 4 - 14 12 10 0 5 - - - 14 12 20 9 B 4 - - 14 12 10 9 8 B - - 14 12 9.5 - - - - - 74 12 9.5 7.5 4.5 - - - B B 8 7.S 8 4.5 3 - 9,_0" 14 12 10 6.5 14 12 10 9 7S - - - 14 Al. 9 8 - - - 13 9.3 4 - - - - - 13 9.5 B.S 5 - - - - B 8 6.5 3 4 3 - - _. _._. ♦SEE DMITATIONS OF USE FOR 14 12 0.5 ♦ - - - 14 12 10 9 4.5 - - - 14 12 10 9 7.5 - - - 14 11.5 4.5 - - - - 14 i1S 7.5 6 BLADE:1`AI ON SHEET 19 e B 7b 8 5 f - - 14 12 10 8 4 - - - 14 12 10 9 7 - - 14 72 10 9 8 - - - i4 12 3 - - - - - 14 12 8 8.5 - - - B 8 8 8.3 S5 4 10•-0" 14 12 9.5 3 3S - - - 14 12 10 9 S.S - - - 14 12 10 9 8 - - - 1,5 8.5 - - - - - - tib B.S 5.5 - - - 8 8 5.5 4.5 3.5 - - - 14 12 5.5 J - - - - 1/ 72 10 8 1 - - - 14 12 t0 9 6...- - - 14 f0.4 3 - - - - - 14 10.3 7 3.3 - - - - 8 B 7 5.5 4.3 3.5 - 14[1-4 17 9 4.5 3 - - i{ 12 10 9 S - - 14 12 10 8 6 - - - I, 11 - - 14 it 7.5 - 6 8 7.3 6 5 14 12 7 - - - - 14 12 10 - - - - - 14 12 10 - - - - - OS e - - - - - - 0.5 8 5 - - - - - B B 3 4 3.5 - - - 14 11 4 - _ - - - 14 12 1 - - - - - 14 12 10 - - - - - 23 9.S - - - - - - 2_3 8.5 B 8 '_8 6 5 4 3 - - 14 12 6.5 - - - - - 14 11-10 - - - - - 74 12 10 - - - - - 3.3 10 - - - - 11 70 7 - - e 8 7 3.5 a.5 - - - 12•-0" 14 12 5.5 - - - - - t4 12 10 - - - - - 14 12 10 - - - - - 8.5 7 - - - - - - 9.5 ] 3.5 - - - - 8 7 4.3 3.5 3 - - /4 12 J - - - - - 14 12 8 - - - - - 14 12 10 - - - - - t.5 8.5 - - - - - - 1S 8.5 4 8 8 5.5 4,5 4 11 12 6 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 2.5 9.S - - - - - --:43 S 9.5 4.3 - - - - - g 6 9"5 4 - _ - 13•-0� 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 9 4.S - - - - - - 9 8.5 - - - - - - B 6.S 4.5 3.5 1 - - - 14 10 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 0.5 5.3 - - - - - - 0.5 8 - - - - 8 6 S 4 3;5 14 12 - - - - - 14 12 - - - - - - 14 12 - - - - - - 1S 6 - - - - - - I.5 e.s - e' a 5.5 4.5 14•-0" 14 1 _ _ _ _ _ - 14 17 _ _ _ _ _ _ f1 12 _ _ _ _ _ _ e 3 _ _ _ _ _ _ 8 6 - 8 . 1 t4 7 _ _ _ _ _ - 14 12 _ _ _ _ _ _ 14 12 _ _ _ _ _ _ 10 4 - _ _ _ _ - 10 7.3 8..7.5 e 4 ;4 - - - 14 12 - - - - - - „-,2 - - - - - - 0.5 . - - - - - - o-s e - - - - - - 6 B 6 4 HV BLADE OR (1 ? HV BLADE 15'-0 1{ - _ _ _ _ _ _ 14 __ _ _ _ _ _ t4 _ _ _ _ It 7.y _ _ _ _ _ _ _ 7.y _ _ _ _ _ _ _ 7.5 3.5 13 3 _ _ _ _ 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ 9 _ _ _ _ _ _ p _ _ _14 - _ _ _ _ _ - 1{ _ _ _ _ _ _ _ 74 - _ _ _ 10 _ _ - _ _ _ ,0 __B 76 5 . HV WINDOW BLADE WORKING IN UNISON11 _ _ _ _ _ _ _ 14 _ _ _ _ q.y _ _ _ _ _ o.y _ 8 7 4.5 - r1�Ai FLORIDA BUILDING CODE (High VelocityHurricane Zone 1111+'kr-'pt A' r�i�� ®2017 EASTERN METAL SUPPLI', INC. tl' 44 T -la ; _ BERTHA HVTM Ll EAccordion Shutter Sy stemLOCH ASSA ITV. BLADE#1 W/oR W/O RV WNDOW BADE tin i / i American Shutter Systema REV.No OESCRIPTION DATE DRAWN BY: M.L. 'r{ C TICCIT TESTING & ENGINEERING COMPANY a �{3•� STATE Qf ! 6:155 N.W.]6M.64,Ste.]O5,VIRGWM GARDENS,FLORIDA]31 Association, inc. 1 OLD IS-DEO /02/17 GATE: 08/02/17 Ye Phon4 (303)871-1530.Fav:(305)871-1531 4266 West Rood■ Drive 2 /v'••.:c(pAiatA.:�ltiV¢i a-male O0w00001-m West Palm Beach, FL 33407 y DRAWING No 8157 •.......,• \'L�1. EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8,380 17-122 ,Q[/(�] ',•[ta WAITER a TILUT Jr.P.E. 4 P:'E,SF1Q ,I(AIURE,�OdTE FLORIDA Lw./44167 5 SHEET 6 12F 20 MMMQM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MM SHUTTER SPAN ASD *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEC•ATNE LOAD AND A CORRESPONDING MOUMM TYPE FOR CONCREtE INSTALATiNS (SEE MOUNTINGS E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCAM (A) TO EXISTING POURED CONCRETE:(Min. Cc - 3 kei) QE WALL SILL MOUNTING ©CEILING MOUNTING OH FLOOR MOUNTING Aur•I1oRc cpm�C LF[•ENTD - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. (1Nn.fc - 3 kal) SAN - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Min.1'c 3 bi) (N) A.S.D. INE LOAD pal. A.S.D.DESIGN NEGA711rE LOAD A.AO.DESMN NECTNE LOAD Dat TAPCON WITH ADVANCED - 1/4"0 BLUE TAP CONCRETE ANCHORS w/CAP AS MANUFACTURED 8Y FLORIDA FASTENERS DIRECT,INC.(Min.fc - 2 Rei) 30 4()T__ 0 501"73 90 120 160 205 30 40 60 75 90 120 160 205 30 40 BO 75 90 120 160 205 THRFADFORN TECHNOLOGY - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY is 1 10 9 8 0 6 5.5 14 2 10 _9 a t1 17 '1 '9 e- COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIAJAL INC. 3.-0. - - - - - - - - - - - - - - - - 14 12 10 9_ 8 8 6 8 ALL POINTS SOLID-SET (Min.fc 3 kw) OR LESS 14 12 10 9 B a 6 6 14 12 10 9 6 e a 8 14 12 10 9 6 8 6 S _ BLUE TAP W/CAP NOTES: H 12 10 9 8 6 0 7 14 12 10 9 6 B 8 6 14 12 10 9 8 8 8 8 TAPPER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 11 12 10 0 8 7 8. 3.6 14 12 10 9 e a e 0 14 12 10 9 6 B 6 5 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0` _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11 12 10 9 0 6 e 6.5 f4 12 f0 9 6 e i 4` is 17 l0 9 e 0 6 4.5 14 12 10 0 8 6 4 S.S A2)MINIMUM EMBEDMENT OF 1/4'0 A 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9 8 8 6 {.s 14 12 10 0 8 e 6 5.5 14 12 10 9 8 6 5 4.5 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 4 12 10 0 7.5 6.3 ].S - 14 12 10 9 0 8 0 S f4 f2 10 0 8 7 S.S 4 0 SFE LARATIONs tKE Fal 1'MINIMUM FOR WALLS WITH NO STUCCO. _ _ _ _ _ _ _ _ _ &LADE;1 ON SHEET f9 _ 14 12 10 9 e 9 . 4.5 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WAIL OR FLOOR, 14 12 10 9 8 7 4 - 14 12 10 9 B a S 0.5 14 12 10 8 8 5 3.5 . ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SWILL BE AS INDICATED ON I4 I2 10 9 0 73 4.5 - I4 12 10 9 0 0 6 4.5 I{ 12 10. B 8 6 4.5 3.75 NOTES A.1)&A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR Wr[HOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14- 12 9.5 7.5 6.5 4.S - - 14 12 10 9 0 7.5 5.5 s 14 12 10 9 a 6 4.5 3S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2&l - - - - - - - - - - - - - - - 14 12 f0 9 8 6.5 3 3.5 14 12 f0 9 7.5 5.5 3 - 14 12 10 8.5 7 53 4 3 14 12 a e.5 5.5 4 3 - (8) TD EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 f0 0 8 6 - - 14 12 10 Y a 6.5 6 .75 1� 11 10 0.5 6 S 4 - - 1/4"0 TAPCO14 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILOEX. 14 12 0 6.5 5.5 3 - 14 2 f0 9 8 63 4. 33 14 12 10 0 7 5 3.5 3 - 1/4'0 X 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED NY ALL POINTS SCREW,BOLT &SPECIALTY COMPANY. 7'-0` _- - - - - - - - - - - - - 14 12 10 0 7.5 6.5 4 3 - 1/4`0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. /i 11 10 0 6.3 4 - - f1 12 9 73 6 « 3.5 - 14 10.6 7 SS 4.3 35 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 6.3 7 4 - - 14 12 10 9 73 KS 4� - 14 12 9 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. N 11 7 5.5 43 - - 11 12 10 0 73 B 4 14 12 0 7 6 4.5 3 _ 8'-O' - - 14 12 10 a 6.5 6 3.5 - NOTES: 14 12 8.3 7 a.b 3 - - 14 12 8 63 5.5 4 3 - 25 0.6 B S 4 3 - _- B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AFID 7APCON WITH 14 IS 9.5 7.3 6 - - - 14 11 0.s 0 OS S - - 14 12 0 6 6.5 4 _ I ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 6.3 6.3 S 3.6 - 14 17 10 0 8.5 S - 14 12 0 0.5 5 4 _ 14 12 6.3 7 6A 4 B.2)MINIMUM EMBEDMENT OF 1/4-0 R 3/4-ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 9'-0' 14 116 7.3 6 4 - - - 14 11 7 S.S 3 5.S - - 11 8 3.5 4.S 3.5 - EMBEDMENT INTO STUCCO HALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 6 6.5 4.5 - - - i4 12 6.5 7 5.5 4 - - 11 103 7 S.5 6 L.5 EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 1.6 8.5 5.5 4 - - - - 14 12 9 7 6 1.5 - - 14 11 7 5.5 4.5 .5 - - _ -- --- B.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, - _ - _ - 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 14 10.5 7 3�J.3 - 13 8.5 e.S S 4 3 - 10 7.5 S 4 3 - - NOTES B.1)&B.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5.5.5 - - - - 14 11.5 9 e 5 4 - - 2.5 9.5 8 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 103 a S 14 12 8 6.5 53 4 13 10 6.5 5 4 J 11•_0• - - - - - - - - - - - - - - - - 11 0.5 7 5.5 4.6 JS - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 9.5 S - 12 __9 8 {.S 7 9 7 4.5 }.5 3 _ 14 t0 7 - - - - - 14 10.5 7 5.5 {.S - - - 1.5 8.3 Sb 4.3 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 ;.6 - 14 113 7.5 6 3 - 12 p 6 4.5-i- - - - - - - - - - - - - 13 10 6.5 s 4 - - EDGE DISTANCE VERSUS SPACIN SCHEDULE FOR ANCHORS 1.5 e:5 4.5 - - - - - 11 a 53 4 33 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E. D.LESS THAN THE INDICTED.REDUCE 33 9.5 8 - - - - - 13 03 ds S 4 - - - 0-5 0 5 4 - - - - ANCHOR SPACING eY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. I. 6. - - - - - 14 0.57 5. 43 - - - t1 03 53 a3 33 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 12 9 6 4.5 1 10 7.5 5 4 3 - - - 7.5 53 4 3 - - - - ACTUAL AMON W/ADVANCED 7HREADFORM TECH FACTOR BLUE TAP W TAPPER + 1.5 t3 - - - - - - 11 9 6 4.5 A - - - 9.5 7 S -4 - - - - EDGE ALL POINT SOLID SET 8 6 - 13 9.5 63 5 - 0.5 7.5 5 { Q DICTANCE MIN. SPACING / CAP MIN.SPACING 14-0` - - - - - - - - - - - - - - 11 0.5 A-15 1.5_ - - - E.D. 3' 4' MIN. SPACING-3 1/2' MIN.SPACING- 3' 3 3/4' A- 14'-0" 7.5 - - - - - - 9 7 CIS 3.5 - - - - 7 S 3.5 7 - - - - (1)NY BLADE MV POI05D 001117+ETE FANCAEiE BOCK POURED CONCRETE& POURED CONCRETE ��OhNfAE1E CAN�W 9DIX CONMIN,CRETE BLOCK CONCRETE BLOCK 1.3 e - - - - - - 11...0 5.3 43 _ _ _ _ 0 6.S 4.5 _ _ _ _ _ WL E$.]1/Y IW E.D. 1/2' .}1 WL E.0.3• NN EB.31/2' MN E0..2 1 73 - - - - - - J12 9 - - - - - 9.5 4.s - - - 3' 0.90 1.0 0.78 Y.D Ob4 1.0 • - - - - - - - BLADE WORKINGz t 2' o.al l.D -4 _ _ _ _ _ 6S 5 } _ _ _ _ _ IN UNISON ♦ -- -- .. - - 0.67 1.0 10 - - - - - - S - - - - - 8.5 6 4 _ 2`9 63 4 _ _ _ _ _ /4• 0.91 16'-U` - - - - _ - - - - - - - t0ZS 5 -- M431 3e - - - 4 - - - - - 6 4.5 J _ _ _ _ 1 1 $` - QJS 03 - S 8 6 FLORIDA BUILDING CODE Ni h Velocity Hurricane Zone 1 I� 0 2017 EASTERN METAL SUPPLY,INC. 1`' T 'z BERTHA HVTM /11L E C O I N A S S A Accordion Shutter System A � x ■ ■ r ■ H,V. BAM#1 W/OR W/o KV. WNDOW BLADE American Shutter S stems '* * TILLIT TESTING & ENGINEERING COMPANY Y acv.No DESCRIPTION DATE DRAWN BY: M.L. Association, Inc. olo ,5-oe0 ,+ S�•F S�' : ' 6355 N W.35o.51,:4.105.YRCW GARDENS.FL"OA 3... /02/17 DATE; 06/02/17 �A PAOM (303)871-1530.Fax (}05)871-1531 4168 tYVS. RoodV Driva F ORI 4 .-mml: ,at...O.W.- West Palm Beach, FL 33407 1 DRAWING No ,P '., ... P',•�44• 11 �7 q�l shone: (800)432--2204 . Fax: (.561)209-83- 3 1 7-�GL WALTER A.OTl1R19r, P.E. 4 FLORIDA lic,jl 44161 6 -- SHEET 6 13 OF 20 c z Z TL- 15 L415 CC -Wb�� ® mu J Z dY e I 0 m �_ 02 N +N � a p<i I oi� o�wo- _ W o ■E $ SW ,, ! 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(SEE MOUNTINGS ON SHEETS 16 & 17). !ES;;; U B F=- SOUTHERN PINE No. SPRUCE PINE SPU I SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2• MIN. CDX 2 W/ MIN.G-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD �1�.1�Gp, p W/ W/ MIN. G=0.43 W MIN. G=0.36 wxwuu SPAN(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNIINGS CEIUNG MOUNT T FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O. WALL. MOUNTINGS M. N, 0 & R W & X W & X W & X P & 0 5 &V S &V SkV ._.- .8901 iwK 1109E MIC TIM BTAM REAR MING am IEUM mm EIYC ASP 0501"'TA 16.91E"C 11901 k%"RE9R NK(W, 11 LIM WAN R09E Now W ASP OWIIHANP FKM E91C ASD OW WW TIM WC W ASP 100"WE 169M IWM fGEE I1E59R Mils - ..- - ----- - -_1-6017-5 _. _. _.... _.._ .. ---- -- --- -_. .. _ I- _ .__ - _.--- -- 30 40 fi0 75 90 OS 30 40 60 75 90 OS 30 40 90 05 SO 40 60 75 80 OS 30 40 80 75 90 OS 30 40 60 75 90 05 JU 40 60 75 50 OS 30 w 80 75 90 OS 30 40 60 75 90 05 30 40 60 IS 90 05 j4'-0 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 6 8 6 6 6 8 8 6 12 10 10 9 B 8 6 6 8 6 6 6 6 5 4 4 4 3 12 12 12 12 1? 12 12 12 12 12 12 12 1? 12 12 12 12 12_ 10 10 9 8 8 6 6 6 8 8 8 12 10 10 9 6 8 B 6 6 6 6 6 12 10 10 9 8 8 6 6 8 6 8 6 6 5 4 4 4 3 12 i? 12 12 12 12 12 12 12 1? 12 12 12 12 12 IZ 12 12 10 10 9 8 B 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 8 6 8 6 6 5 6 5 4 4 { 3 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 12 1 010 10 9 B 8.3 6 8 6 8 .3{.3 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 8 6 6 6 5 45 6 5 4 4_3.5 - 12 12 IZ t2 12 12 12 12 12 12 12 12 12 12 12 12 10 6.5 10 10 9 6.5 4 6 6 6 .5 4.S 4 12 10 10 9 S 3 8 8 6 5 4 3.5 12 10 t0 7 3.5 - 6 8 6 5 4 3.5 8 5 4 4 - - 12 IZ t2 12 12 12 12 12 12 12 12 10. 12 12 12 0.38.5 7.S 10 107.5 4.S 3 6 6 6 3 _1_3.5 12 10 10 6 3.5 - 6 8 S .5 3.5 3 12 1010 {_ - 86S .5 .516 S4 - 12 12 t2 12 12 12 72 12 12 12 11 95 12 12 1.5 9 L5 A 10 10 S 3.5 - 6 6 S.3 .S 3.3 3 12 10 9 4 - - 6 6 4.5 4 3J 1243 - - 8 6 4.5 43J 6 5 3.5- - - 12 I2 12 12 12 10. 12 12 12 1. 9.S 0.3 12 12 10 8 .5 '.S f0 7.5 4 - - 6,,,,6 .S { 3 - 12 10 fi 3 - - 6 8 4 .5 J - 12 10 3 - - - 6 8 4 .5 3 - 8 5 - - - - 12 1212 12 1. 9.5 12 12 12 10. 8.5 512 12 9 7 6i l-0 12 10 5.5 - - 6 6 4.5- - - 12 10 4.3- - - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - 12 12 12 12 10 8.5 12 12 12 9.5 It 7 12 12 8 .5 5.5 4. t?'-0' 12 10 4.5 - - 8 6 4 - - - 1? 10 3.5 - - - 6 5 3.5- - - 12 t0 - - - - B 5 3.5- - - 8 5 - - - - 12 12 12 1. 9.5 8 12 12 11 8.3 7 6 12 1.57.5 6 S 4 -. 1S'-0• 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4.5 - - - - 12 .5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10. 8.5 7.5 12 12 10 8 .S 5.5 12 0.5 7 5.3 4.5 4 ___ _.__ 14'-0• 12 10 - - - - 6 5.5 - - - - i2 7 - - - .5 4.5 _- - 12.... 7 - - - .5 4.5 - - - - _6.. 3 - - - - 12 t2 12Lv- 6 8 12 12 9.5 S _8 4.5 12 9.3 6.5 5 4 3 __._ I5'-0• I2 - - - - - 8 - - - - - 12 - - - - - 5 - - - - 12 - - - - - 5 12 12 117.512 12 8.5 7 8 49 16'-0• 12 - - 6 - - - - - 12 - - - - - S - - - - - 1. - - - 3 12 12 0. 6.5 4 t2 12 8 B.5 S 3 1.518.515.5 14.513.51- HV BLADE OR nl HV BLADE W/ 6-4 HV WINDOW BLADE WORKING IN UNISON* •SEE UMJJAIXXIS OI'15E FCR BUK 1�011 SNFR 19 + NOTES ON ANCHORS REQUIREMENTS' WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.56(N.O.S) - 1/4'N TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUEDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.SJ EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FIR NORTH W/G-D.43(N.D.S.) E1ICEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C�O.le(N.D.S.) -MN. 1/2•COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAC SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ``n A + + m 2017 EASTERN METAL SUPPLY, INC. Q� "C•Il�/�= BERTHA HVTM CCA S S A Accordion Shutter System 41 �7 ' 1 1 L E C O I N c. ■ ■ ■ ■ H.V. BLADE yt W/OR W Q KV. WI BLADE * TILLIT TESTING k ENGINEERING COMPANY American Shutter SySteMIS REYM. DESCRIPTION GATE DRAWN BY: M.L. ' • 63W NV nth.St.,SM.]OS.MRGMA rJH0EN5,FLORAA 3A Association, Inc. I 0111 Is-oeo /02/1 DATE; 08/02/17 RT nLy4268 Weal Road. Urn- 2 Phon4:(30S)B7I-1530.Fo.:(305)871-1531 DRAWING No • 4147 e4 F-moil:lie4co09ol.com West Patm Bench, FL 33407 y 0,1A •:C�QR)OP;'�� 1A4 EB-0006719 Phone'. (800)432-2204 . Fw: (561)209-8380 4 17-122 `11 WALTER A.TILUT& P.E. FLORIDA Lt../44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I& HV* BLADES (AS APPLICABLE) MAX. cul ITTEg SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 s . A.S.D. DESIGN PRESSURE RATING, MAX SPAN & A.S.D. `- - rV4"0 TAPCON WITH ADVANCED D SIGN PRESSURE RATING FOR INSTALLATION WITH BLADE & WORKING IN UNISON THREADFORM TECHNOLOGY •�.�\ / .__ _-1/4'0 FORM WITH ADVANCED / W/ 1 READIED Min. PENETRATION OF TIIREADED AREA TO W1 1 1FORM TECHNOLOGY - W/ t t/2'Min. PENETRATION % EXISTING W000 HEADER. OF THREADED AREA 10SEPOR (SEE SCHEDULE ON SHEET 15) EXISTING WOOD HEADER. ADN. LASS(SEE (SEE SCHEDULE ON SHEET 15) r0 G1/SO(SEE SaEDME ON�1�¢•'r� T-- 11 faR aADE i1}MD_.. I ® 1•IIYL)-- 1/4.0-20.3/4•S.S. MACHINE SCREWS EXISTING 13N 91FE�10 TfAO�R T`1LLi11t1X1Sl - - t t -EO EO- w/ 1/4-20 NUTS O 12.O.C. GLASS �!' I WALLS- ' J _1FlNIH! (II , _Wul OPTIONAL 11 'r FINISH r^� WALLI `y ~EXISTING MIN. I I L• FINISH 2'.4' -2'.4•WOOD 1OOR ®e LJ Ll EXISTING MIN. HEADER REQUIRED -- .-.2",4"WOOD -1/4"0 TAPCON WITH ADVANCED EXISTING HEADER REQUIRED THREADFORM TLCHNOLOGY MIH SEPARATION I t W/ 1 1/2"Min. PENETRATION GLA55--•4 TO PASS(SEE MIH. SEPAMTION 4"CONT. THREADIED M O ` SCIIfDUE OH I TO GLASS PULE REO'D 54.L r/II 1DWIDTH OF WOOD PLATE, I1�fCR BLADE 1 I E%CUSS--T ISTING .. --(ONEE SHEET I- i s (SEE SCHEDULE ON SHEET 15) I �SSNEEL�A� ; I_..._. .._� ON jjVLWA._LL-HIA�ER Itt STALLATIOH OOHV WALL SILL INSTALLATION (M)HV WALL HEADER INSTALLATION _ __... ' I -_..._.. ..— ._... .. ._ MIN.SEPARATION EXISTING --- f & uW. SEPARATION I t TO GLASS ____. ,`_ TO GLASS I ) 1 � I t '"-- -._-_..._(sET SCHEDULE 1'. I GLASS- MIN. SEPARATION _..�'l t' _._(SEE SCHEDULE I -� TO GLASS v EXISTING EXISTING ON SHEET 11) LL 2 ♦ CONT..---(�SCHEDULE i GLASS-�'k ON SHEET 11) m . GLASS " � z' Woo PUTS ON SHEET t t a 1 1/4'0-20.3/4"S.S. iMLHIME SC/REWS S.S. I I� I� .. / L_I` (MACHINE NUS o W/ I t N USING 1/4'-20 NUTS/420 0 12'O.C.—.. WALL 12"0.c. �_. ! I,I FINISH I'. I \ 0 OR 11 \ [:;OTR : 2'.4"CONI WOOD PUTS ) I , -E -ED 1•Nin.1- 11 •� REO'D. -1'Mln.'-- 4AXi 1/4"0 TAPCON WITH ADVANCED '-7/4'0 TAPCON WITH ADVANCED f i, !, \ -1/4'0 TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY THREAOFORM TECHNOLOGY THRFAOFORM TECHNOLOGY W/ 1/2"MIn. PENETRATION OF 12.♦'COM W/ 1 1/2"Min. PENETRATION W/ 1/2"Min.PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL THREADED AREA INTO PLYW000. THREADED AREA INTO PLYWOOD. SILL PLATE OF THREADED AREA PLATE SHUTTER ASSEMBLY. (SEE SCHECULE ON SFIEET 15) _ _ :.1 REO'0. '�'__IIALL WOWIDTH OF W000 . EXISTING MIN. 2'.4'STUDS (SEE SCHEDULE ON SHEET t5) 2-NOI:NTiNG SECIIGNS CAN BE 1 FINISH (SEE SCHEDULE ON SHEEP 15) .Ii-.-... .ice COMBINED IN ANY WAY TO - -1/Y u1N.COX PLYWOOD HEO'D.LO 16"O.C. MA%.REO'D.--' SUIT ANY INSTALLATION. PLYWOOD TO BE ATTACHED TO 1/2"MIN.CD%� -WALL FINISII EXISTING MIN. 2'.4"STUDS O 16"O.C.MO. REO'D, STUDS IN ACCORDANCE WITH PLYWOOD RLo'D. ®Jj�( WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE UMJ7ATIONS OF USE OF WITH SECTION 2322 Of THE F.B.C. BLADE 11 ON SHEET 19 HWI WALL SILL INSTALLATIOtI ,AAnAA��HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2017 EASTERN METAL SUPPLY,INC. BERTHA HV HV.A S S A Accordion Shutter System L E C O i N c. r KV. BADE 1 W oR W O KV. WNDON RADE American Shutter Systems REVA. DESCRIPTION DATE OWN BY: M.L. TILLIT TESTING do ENGINEERING COMPANY Association, Inc. I OLD t5-060 /02/1 DATE: 136/02/17 0J55 N.W.J6N.5L.>t..JOS.'MQICA GAMENS,FLORIDA 5316 6 42bd Week koo0s Drry 2 \ PNonc (305)—I:t30.Fs.:(305)671-1531 West Polm Beath, FL 33407 DRAWING No ^fA•'•,,•• RI ..,,'•+a 1' .-mwl:lil4<ceaW.com 3 sp! ILA Ee-000"(" F•r,one. (800)432-2204 . Fax: (561)208-8380 4 17-122 S l� yI,L WALTER A TIwT Jr.P.E. P.ET /-Re DATE FLORIDA Lie.Y 44167 5 SHEET c8 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & a HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADEn ONLY SHALL LIMITED TO 105.0 sf. A.S.D. DESIGNPRESSURER SEE SHEMAX SPAN i.-WAu FINISH BE -1/4'0 TAPCON WITH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKINGIN UNISON I ADVANCED THREADFORM 4'x8"(Min.)EXISTING -- ---.— ._—.. EDGE(If APPLICABLE) —EO EO--I--2'MW. _ ' TECHNOLOGY W/ 1 1/2'Min. - PENETRATION OF THREADED WOOD BEAM REQUIRED. ..-._ AREA TO EXISTING WOOD STRUCTURAL ADEQUACY HEADER. t/4'0-20x!/a"S.S. OF EXISTING WOOD BEAM (SEE SCHEDULE ON SHEET 15) TO BE CERTIFIED BY __ _ __„__ •-EXISTING WOOD PHILLIPS TRUSS HEAD 1"Min. MACHINE SCREWS REGISTERED ENGINEER OR 0 E - - ..— _. _.^,_ TRUSSES OR -<tM 19 EOEO-. W/ 1/4'-20 NUTS ARCHITECT PRIOR TO 1/2' 1/2' / RAFTER O 24" I ! I SHUTTER INSTALLATION. - - - - --- O.C. REWIRED O 12`O.C- 1OR 1 1/4'0 TAPCON WNH ` —..I _ -_ ADVANCED THREADFORM .... --- Ir - - • t 257` TECHNOLOGY W/ 1 1/x`Min. I _ E%I$TING SOFFt7 .i Max PENETRATION OF THREADED J/4'Max.TIiK. \ ` 1 I AREA TO EXISTING WOOD B / - I ''( _. 1"x4•xl/8'CONT.ALUM.TURF r i-. 1, rE0 0 NI4x3 4' ^E0 --EO I' OPTIONAL (SEE SCHEDULE ON SHEET 15) S.M.S. .. O 6'O.C. -_� © © 83-16 ALLOY)CR -� .I i 11 or or J)5/16'0 UG SCREWS 10 II it -11 Or Q Or 1S i 1! I CH RAFTER OR TRUSS. _ LOCATE UG SCREWS AT 1I MIDWIDTH OF E%ISTMG WWD _ HEADER EXISTING MIN 2x4 MEMBER, O Min.NOMINAL WIDTH] .GLASS—% "FADER REQ'D MIN.SEPARA710N i OPEN HOLE AT EACH I W/2"Min. PENETRATION WI GLASS 11 TO GLASS - I STUD TO LAGACCEPT IOF (SEE SCHEDULE ON SHEEP It) EXISTING ( THREADED AREA.VALID FOR _._-..-.. GU55I AT CENTER OF CREW TUBE. UBE. i INSTALLATIONS WITH 72 pet —�'i MAX.a.5 U. DESIGN LOAD AND 1 MN.gPWN110N ' f` 9'-0*MAX. SPAN.THIS sxuAtAAss(� h m a/�a35EE( ! INSTALLATION IS ONLY VALID QS HV WALL HEADER INSTALLATIONsm w19, Na EXISTING w 9EE `I FOR WOOD W/LAIN. SPECIFIC 1XAaLSI�Te. GLASS— GRAVITY g•'OE.+?+'N7 GRAVITY OF 0.50 AS DOUGLAS N07F , ; _/-., � tt B/RS`T,A QA� � � /, -�J OR ®� FIR OR SOUTHERN PINE No.2, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSLMBLY, OR EQUAL. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. T HV CEILING INSTALLATION (.U)HV CEILING INSTALLATION I `� f MIN, SEPARATION _ TO q�(� 1 OR ® :MIN. SEPARATION �---• TO GLASS --.. ( I IE9U,peNj^F 1 TO GLASS I I p (SEE SCHEDULE ON SHEET 11) EXISnNG I y�to J(SEE SCHEDULE cIASs\ ; e �a,{�j ON SHEET 11) I 1 ASS—€ I ALTERNATE b L CHOR WALL � _t LOCATION ��f .. EXISTING in 1FINISH; III 1/4” _ CHIN' x/ HE% ; -I1I _2"xK NIH.WOOD La Ftp '� HEAD I DECK REQUIRED 1B Max. © O / r- SCREHWERS 012oK (NO FINISH ALLOWED) 2'x6•MIN. WOW--(`. ...:. ` DECK REQUIRED i i FINISH ALLOWED) -— - - _- ------" --EDGE OF DECK - IF APPUCABLE +-EO--E0��1/1"0-20x7/4'S.S. EDGE Oi OECK� �• _ 1/4`0 TAPCON WITH 1' PHILLIPS TRUSS HEAD IF APPLICABLE ,�-- �, • -�- 1/4'0 F.H.TAPCON WITH �- ADVANCED THREADFORM Min. MACHINE SCREWS 'SEDGE F - - ._ ADVANCED THREAUFORM 1 , W 1 4"-2U NUTS 2"MIN.-- OF f-" - - - TECHNOLOGY W 7 7 2'Min, TECHNOLOGY W/ 1 1/2'Nin / / ^>t---•2 MIN.— ---• ... ..... ___. I / 2`x4'CoNT. PENETRATION OF THREADED O 12"O.C. �� 'e __._. DECK IF I PENETRATION OF THREADED SILL PLATE _ AREA O MIDYNDTH OF WOOD 1/4b TAPCON WITH ADVANCED THREADFORN 7ECMNOI OCY- APPLICABLE --2'MIN�I AREA O MIDWIU IH OF WOOD REQ'D. PLATE. W/ 1 1/2'Min. PENETRATION OF THREADED AREA INTO WOW DECK. PLATE. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) tr ,-� (SEE SCHEWLE ON SHEET 15) ♦SFE LINITATtONS OF USE OF .-"� 1_1L TILL BLADE;iAtON SHEET 19 X,Hy WALK—OVER INSTALLeT10N V HV WALL SILL INSTALLATION t( cc11 A�L T !W HV FLOOR INSTALLATION FLORIDA BUILDING CODE (High VelocityHurricane Zone 11111 Op�.` R•n••T��/I� 0 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM L ECO I N CA S S A■ Accordion Shutter System ■ ■ ■ H V. BLADE 1 w/OR W/O H.V. WORM BLADE /i i ?* American Shutter Systems REV.Na DESCRIPTION DATE DRAWN AR•: y,l TILLIT TESTING & ENGINEERING COMPANY Association 0355 N w-SAN.St.,Sl. ]05.VIRGi-GARDENS.FLOROA 3]t . Inc. 1 QLD 15-080 /02/1 DATE: OS/O2/I7 Phon. (305)871-1530.Fax:(305)87t-15]1 4268 West Roods Ori- 2 4 per'•,:Fj 1h a-max:tlltxcasaa— West Palm Beaah, FL 33407 DRAWING No 1p aRI() \� 11 EB-O00671 Phone: (800)432-2204 . Fax: (561)209-8380 3 17-122 ,Lt,_ _,(; 1r1 WALTER A.TILUT 44 P.E. 4 1�/^�1D1TR YCA^Y�t'R'•'iFx'7C FLORIDA Llc./N767 8 SHEET 6 17 OF 20 END INSTALLATIONS 1 _HV & JA, HV* BLADES INTO 2"x4" MIN WOOD STUDS 2•.4"MIN. - - WOOD STUDS _ 1/eY TAPCON M"FI (AS APPLICABLE) \` \ / '�ADYANCEO THREAOFORM/ 2'14'MIN.WOOD - 2'.4"MIN.\\ ( TECHNOLOGY RW BUILDE% i -STUDS REO•D. - woDU STUDS. - ANCHORS O 6•D.C.\ / 2•x4"MIN.W000 '�I\ /\ MPiICABLE WALL \ / I 1 W/1 1/2"MW.THREADED I' t STUDS REDO. _I\ / ) FINISH', / �• PENETRATx)N 9tT0 STUDS OR EXISTING GIAI- \.:• ( 1 .,,� \ / \ / SS� / I".• W/MN 1/2.1HREADEO �Z I_._.. / ( �-W I' NEIM710N TO 1/2•WX _ E \\� PEr /NwIINN �-r- •\ / \ {.''i PLYWOOD P NO STUDS EXIST. EXISTING GLASS J \' _.. XISTWG CLASS { Li EO\I�-' I / _ \ �_....I \\ ; EXISTING CLASS Ira SEPIRA1Kx1 - 1/2"YIN.cox / L._ -T j+ �/Eo EO\\ PLL rU QA$(SEE - - -- X1/2"MM.CUX - - MN.SEPARATION 11M SEPMMDON Mra�MATIDN l�r�4)� vLYW000. TO Q-42S(SEE 10 GLASS(SEE 1/2"MW.coz - To(1A55(SEE ON SHEET 19 rCxl 1/1 a'.3' WSJ, SCHFDLLE ON SEEI 501FDIxE ON SLEET I II eLAxs94� (6063-18)CONT._` ` rWrH 1/2•MN.COX Il FCR BADE La+n 11 FOR BLDEI.ANO PLTW000. 1/2 1 iiia', ALUM.CLOSER PLYWOM. ON SHEET 19 FOR ON SLEET 19 FOR i •MIN. PLATE.(LOCATE FOR 1/2 - &+DES Cj',M.1� FBe6T1WALL-� ! �\1)&q 9.•OS ide AT EITHER 510E YIN A uY x.WA _� /1a1/x's.Ms. IOF _ Ot6 O.C. !10.1/2•S.M.S.-�% _�'�:.. i l 1 aoNn•rYs. Ole O.C. -__ *wU)wn'/:ml's nwrnrcaY rtTNxalRx.+ ( 4•r. suxrA, aar _ I OR�1e SEE DET.Z OR a uwrt Ar m.ol me m(j> I l l OR�/ye `f SRIE CONNECTION SEE DETAIL%FDR-� .J OR 4.n'4 TO TRACKS SEE DETAIL X FOR mN t ^t� l:f 17)w(Cl.i,�• '^ / SIDE CONNECTION /s,(' SIDE CONNECTION `� l �^EJ•7 e �19'Y +�7 1a TO TRACKS O a.,�. g lO,.d .. J V C la•tl ^ TO TRACKSe Or Y . ©•C7) ra,R 3 i3 i3 q3 09 n l {3^C� 3^ (v�'V may,^ .4 60 �" 6. t'j 26)•L;•L7>•61.�. .�,•�wd'3.t3°'�^e.+.L2`^ V•�✓'��wr,.17)•�. 7 gJs 6� �^ :�5•�..� aa:� B J•q•3-�e,•�-S9•a� �•f�-�•t"s- :e.y�.�g.0:^Fg.y�, `e;.�.�..�.a3.�. � LTJ•Z4^ia.Q3'^a�•d END CONNECTION DETAIL`/% END CONNECTION DETAIL i8 EXIEND CONNECTION DETAIL 9 END CONNECTION DETAIL Q' .-GLASS 4 REOUiRED ONLY FOR SPANS GREATER THAN 12-0• EXISTING GLASS--. i/4'e CED TH WITH 1/4•A TAPGON WITH R - GIAS$ CADVANCED YffW DF LDE ADVANCED TN"EIVI RM _� 1 TECHNOLOGY fIW BUILO(X TECHNOLOGY 1IW BURDE% 1 1:'-' -'- "". j 2.4"WN.WOO11 ANCHORS W/1 1/2•YIN. ANCHORS W/ z•MIN. NEREADED PENETRATION THREADED PE."/TKM MEL SEP•RADON STUDS REG-0. ', 161T0 STUDS r 12"O.C. INTO STUDS O W O.C. 1 /10.1/2•S.Y.S. MN.SEPARATION • SEE LIMITATIONS Of USE Of TO aws;(SEE Ole O.C. To CLASS(SEE BLADE(1A;ON SHEET 19 SCHEDULE ON SEEM '.-�� - 1/2"MIN SOEDOE ON SHEET ;4 Il FOR BN1E LAND - Il FOR RADE T'AYD (4 ` ON SLEET 19 FOR - ON SHEET 19 FOR MACES fl',e?� \1 1 / \� / ` � / � ,--i 5; aAnEs;y�Y n� __------ t t / \ _ _ .__ �a I XI OR IN 01--97R Q,* :I I i . �-MP ii OR a---'' _ J t Y�L:R��OR f�i OP �1 ^�f^C•�wi♦�..:1�{:•a,;+ WALL FINISH 2'.4"MIN.WOOD . WML ^G^L.'i�^rJ•1Lg•q�• VIEW NISY LILQ,.�^Q"�.Lt^1fr„1�L^ STUDS RFD'O - FINISH .@.@.q�.,f9;•1�'^ C,.L,.�,^,�•�?•4 ^ L•d)•QT 1-il7),a- PUN raj• ..,fd..�a=-1✓3'.(P�, :B7•ge.@.0.^:i,CsDETAIL X END CONNECTION DETAIL 1� SND f1Q9�TIOr N DETAIL 12`I FLORIDA BUILDING CODE (High Velocity Hurricane Ione ....... "Is BERTHA HVTM IL E C O �N�. A.S.a�9.A. Accordion Shutter System H V. eDESCR k1 w/OR w/o H v. v� BLADE 7 k ' American Shutter Systems REv.N. DEscwPnoH DATE DRAWN BY: M.L TICCIT TESTING h ENGINEERING COMPANY gs •. S TE OF c ; 6355 NW.]61a.SE, Jas,VUW*PA GAIDENS.FLORIDA 3316 Association, Inc. 1 OLD is-Deo /02/1 DATE: 0e/02/17 �(' \,\ Ph- (305)B71-1330.Fa. :(303)871-1531 4268 West Roads Drive 2 V �F 11 a-Hwa:Illtxvooa.<«n West Palm Beach, FL 33407 y DRAWING No +SJ+ �� t1 Ee-ooLLIT Jr. Phone: (800)432-2204 . Fax: (361)209-8380 17-122 .A(1t WAITER A.TILLR JP.E. 4 P.t:S0,-0 41 FLORIDA Lie. l 44167 s SHEET 1 F 0 e GENERAL LIMITATIONS AND COMMONS OF USE FOR RERTHA 1. MAX.A.S.D. DESIGN PRESSURE RATING:+110,- 110 PAJ. a G y 2. MAX. SHUTTER SPAN:96'. 3.ALLOWED MOUNTINGS:A D, G 4:H ON SHEETS e,7;AS WELL AS nI MOUNTINGS M.O.T,U^h W ON SHEETS 16$ 17. Tl\ ONLY CENTERMATES�c IA (BOTH W/ ORO ARE ALLDWEO WITH I r AR ED IN A SYMIiET(tIDAI OR OPdO NG LAYOUT.IN CASE OF OPP LNG OUT, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTER�WI . S)d(4�a iv 5.(A)TN WWUGW BLADE 1nA SH4LL ONLY Al LOW A MAXIMUM OF 5 OPENINGS .1 blyl t (3-0 HOLES)FOR 44 PER 'LADE AT SPACINGS SHOWN ON SHEET 4. TYP, EA.ENO ! (B)MIN. CLEARANCE FROM TOP ON BOTTOM EDGE OF IN WINDOW BLADE OF ANY 39 HOLE FOR O4$KALI-BE 12•. MAX, a WINOOws (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV ALLOWED AT HV gi WINDOW BLADE U WINDOW BLADE Il/�¢ (0)HV WINDOW BLADE 1A MUST BE USED ALTERNATE TO A SOLID HV BLADEOI THROUGHOUT SHUTTER'S WIDTH. (E)C ERMATES SPLICE ALWAYS BE INSTALLED AD�IAr.FNT TO A SOLID IN 3 BLADE,AT ERMER SIDE OF THEM (F)POLYCAR60NATE HV WINDOW BEING SMALL BE INSTALLED SO TABS FACE THE INTERIOR OF THE OPENING PROTECTED.HV WINDOW(44)MUST BE SEE END ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL.PROVIDED BY ASSA, CONNECTION j'' _ �� 4 INC. DETAILS ON SH El 10 Ik 1B ttP. B.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME FULLHEIGHT.— y! BUILDINGS ON SHEET 15.AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES �Ai lP VA, �Sp 1 k 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED L L CONCRETE OR CONCRETE BLOCK WALL.ON SHEETS 12$13 AS LIMITED BY PA SN AND DESIGN LOAD(SEE NOTES 1 a,2 ABOVE). tl. MINIMUM SEPARATION TO CUuS SCHEDULE: RE 1POR OUIREMENIS) / _ BOTTOM - (D H �"lYP(SEE TOLP N 8 Fgl:ulal�G SHUTTER SPAN MINIMUM SEPARATION TO GLASS UNLIMITED WIDTh— ..'—_ 96"Max. 5� ELEVATION MN.SEPAPAnLN To GLASS BIADJE EXISTING GLASS-, SEE S'- .S *1 SHEET 1 --------- __ ...----1- ----_.- i"�-- i��. -- ---� -------- ----- NTERMATES 12122 W/ j'�(EXTERIOR-�LY) _ ,L m -- ANDO �(SEE NOTE 4 ABOVE) Q i 1 )TYP.� /�----� Lc� h6r _ 4- 2T.�27� _... 3 i9l �. SYN RICA�CENTERMA7E5!211�� W/(2 OR S,AHD ... - _—_.__. -I W/051(SEF NOTE 4 ABOVE) 12I.P' I� « , TYPICAL `1 HV BLADE WORKING IN UNISOCN WITH HV WINDOW BLADE ,fA- SHUTTER* N ASAAAii' FLORIDA BUILDING CODE (High Velocity Hurricane zone _ 1 L P�C�,••••• L• �/4`j.�r O 2017 EASTERN METAL SUPPLY, INC. ` ;.= BERTHA HVTM a . NS'' .. � �GE _ E ECO 111C. A■S■S.A■ Accordion Shutter System A �,A AAA H.V. BLADE#1 W/OR W10 KV. W DOW BLADE American Shutter Systems REYJ+a DESCRIFTION DATE DRAWN Br: M.L.* TILLIT TESTING k ENGINEERING COMPANY STATE OF .311P.-36M.S...5u.505,NRGINM—OE-.FI-1-"NWAssociation. Inc. OLD 15-ono 6/02/+ DATE: 0e/02/17 :(30571-1530.Fas:(3(1571-1511 4288 West Roads Drive E DRAWING No ....... � ti PA .-n+aa:Gn.�aeaaLwm wear Poke 860th, FL 33407 3 �� ya 1Lt EB-0008719 Phone: (800)432-2204 . Fax: (581)209-8380 4 17-122 WAITER A TILLR J..P.E. Y P.�r.StA1CJd01W1 i11�TL FLORIDA UC./44167 6 SHEET 1+ It 19 OF 20 ..REQUIRED MINIMUM „,URIC, I N S TA LLAT I O N S_W Z HV BLADE & HV C E N T E R MATE S 21 2.000-MDx. '6'x 1 1/2%0.035"THICK - - - r MM.ASTM A-653 GRADE 40 T— Mln. G-60 GALV.STEEL W 2 Max. 43b INTO METAL STUD WALLS * ":083" xL METAL STUDS AT 16'O.C. ___ - 5 1 o s'o.c. 40 4/ 4.oo. T TM ---------- 1/2• f / 475` * 43 1/4"m NOMINAL ^W I 38 ALUMINUM SLEEVE META A� OSHUTTER 6063-T5 ALLOY [REWIRED MINIMUM I J Mn. j 43° �, �� SYSTEM INSTALLATION TO AL STUD WALLS 1 3/4-x 6 1/4'x 0.035'THICK Min.I 43C O 6^O.C.�. I COM.GALV.STEEL TRACK CHANNEL,, j — T—"'--1 SEPARATION TO A HDU N 3.000"_ ASTM A-853 GRADE 40 Min.G-BO 1 _ - - GALVANIZED FASTENED TO STUDS ,0 6'o.c.� �• z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 ps.f. MO` 1 EXISTING FINISH 1 < W/(2)/&EXT TER SCREWS ON I LAS APPLICABLE ° - IITERRM k EXTERIOR FACE I MINIMUM T' 1 2. MAX. SHUTTER SPAN: 84" SEPARATION 4}c LENOTN + 1" 1 MIN. SEPARATION .I:I ExsnrLc cuss- ____ _ TO GLASS io cuss 3. ALLOWED MOUNTING: M ON THIS SHEET. " (SEE SCHEDULE) 3 1/4" 43 1/4 0-20X3" BOLT I (�') m 4. ONLY ENTERMATE 21 W 24 HV LOCK ARE ALLOWED / MUST PENETRATE 43c 1" EXISTING FINISH h� I) / O i AS APPLICABLE WITH 21 ARRA AGED A S METRICAL LAYOUT. REWIRED IONWUM 1 i f 1 O 8`O.C.(. 1 3/4.6 1/4%0.035'THICK Min., 1 USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 1.373' coM.wa.STEEL TRACK CHANNEL,I INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 43c ' 43° zso^ oso ASTM A-653 GRADE 40 Min.G-50 I —�� CALVA"ZFO FASTENED 10 STUDS I i e s'o.c. CENTERMATE. _ T-- 1/2'TEK SCREWS ON I ) I I [4 r I.I fix '.INTERIOR k EXTERIOR FACE BLADE SLACK DETAIL HVF IS VALID ALSO FOR L1/4 "m /z -20 THREADS w WI , 12 a 43c " [ENTERMATE 21 APPLICATION WITH BLADE 10 O PRODUCTS FAB—LOK HD REWIRED MINIMUM W VARIES COMPONENTS 16'x 1 1/2'x 0.035"THICK ® 6" O.C. Min.ASTM A-653 GRADE 40 Z`MGx.� M".G-60 GALV.STEELMS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16.O.C. —EXISTING FINISH AS APPLICABLE SCALE: 3/8'- 1" i. (TYP.TOP k BOTTOM) --! --"- _ —— — - --- I -- ') 1 3/4"x 6 1 4"x 0.035"THICK Min. T-EXISTING GLASS _ _ _ _ _ LCNT. GALV.STEEL TRACK CHANNEL, ;'ASTM A-653 GRADE 40 Min.G-60 GALVANIZED FASTENED TO STUDS ' ' I SYMMETRYCAL ! I SYMMETRYCAL i W/(Z) {6x1/2'TEK SCREWS Q4 - 430 436 43c I I i AIN. SEPARATION VARIES I INTERIOR k EMIRJOR FACE CENTERMATES W/ I I CENTERMATES W� To GLASS z` I EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE. (SEF SCHEDULE) Mux. I �� - -------------------------- ---- ---- - -------------------- ------ ---- --------- -- I-------8'(TYP.) 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BLADE X11 W/CR W/0 H V. MNDOW BLADE ? G TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.NR DESCRIPTION DATE DRAWN BY: M.L AS Association. Inc. 1 OLD 15-oeo '. A 6355 H W.36th.St..Sia 305.MRGINIA GNIOENS,FLORIDA Mill /02/1 DATE: 08/02/17 - 1141 Phone (305)671-1530.Fax:(305)871-1531 4288 West ROods Drive 2 rr•., , e-maa:Inbccoaol.com West }3467 3 Polm 8eoch, FL DRAWING NO '+ •••o Il^�••, V ' Es 000 SS� o- WALTER A 1ILur Jr.P.E. Phone: (800)432-2204 Fox: (781)209-8380 4 17-122 P. 71EAL{SIGNA'WRC/DATE FLORIDA LK./44157 8 SHEET 6 20 F 2