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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 RECEIVED APR 18 2016 5 Rck'rNA ap'6 M-Iff-MMIZIM Mal ofida Departmentq BCIS Home Log In I User Registratlon Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCISSite Map Links Search 3usinescl& Product Approval lrdfe-ssibnal USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail F FL# L38 Application Type ion Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley trodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category hutter, Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3112017 Validated By John W. Knezevich,PE 2 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Ylorida Building Code Online Page 2 of 2 Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.od 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'-7'for 35 psf FL389 R8 AE ,A.S.S.A.INC. P.E.R. D .15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5-2'for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" 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. L 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.od Approved for use,9jPJ:rA"1VHZ:Yes Verified By:American Test Lab of South Florida Inc. _e Impact Resist ­.Y Created by Independent Third Party: Yes Design Pres re:N/A Evaluation Reports Other:Larget"D".Max.Span Is 16'-0"for 30 FL389 R8 AE,A.S,S.A.INC. P.E,R, DRWG.15-085 HV.od p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0'for 110 p.s.f.for HV1 and 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 COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S.S.A.INC. DRWQ.15-084.r)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.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S. INC. P.E.R. DRWG.15-084.p_d for Blade 1 and 18r-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back fdext Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-182 The State of Florida is an WEED employer.Coovrlaht 2007-20I3 State of Florida.::Privacy Statement::Accessibility 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 mail 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 click here. Product Approval Accepts, 05 FOR 99 El securitysil.-Tftics, https://floridabuilding.org/pr/�,pr app dtl.as-px?param--wGEVXO.wtDavYYHH2vJvx53Mw... 4/15/2016 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p �• �•t�� DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS ENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. 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 AREA-1: HV BLADES(D& ITA 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 ANCHORS ON THIS P.E.D.•AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTON 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: - TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 111 $0214.01-03,#0715.01-03,#1004.01-05,#1214.01-05.00317.02-06,#0609.01-10 AND$0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866 ARF'A �• HV BLADE(T)AND HV WINDOW BLADE dAl AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&$1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICA13W -HV WINDOW BLADE 0 J0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND iI 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 7 HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND$14x1.75'RESPECTIVELY• 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 w YIELD STRENGTH AND 180 ksE RT TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CETTERMATE ALTERNATING DETAILS HV STILET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 WAND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 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 W MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL..OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksE MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FIV BLADE : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT#5'458.179 ISSUED TO EASTERN METAL SUPPLY,INC. S 3: HV WINDOW BLADE A ONLY 9.R 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/RAIN INTRUSION. TYPICAL.SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS. MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE(I ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTEER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES 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 SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F-O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1LLTTr FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone �� .A,1/�7j�j7� ©2015 EASTERN METAL SUPPLY,INC. `,.�,�. .... ..x_. .... BERTHA HV VkCE/,'',r�9 TM >E: - IL ECO INC A.S.S.A■ Accordion Shutter System .BLADE#1 W/OR W/O FEV.WNW MADE FEV `O: //.7-? _= American Shutter Systems DESCRIPTION DATE: DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY � '� Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 ;per, OF,..•; 6335 N.W.36th.St.St.305.WIGINIA GARDENS.FLORVA 3316 4268 Westroads Drive z - Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No i,7 R1T�i• •'��`:` a .a:blteco®aol.com West Palm Beach, FL 33407 3 /0N ... Q; `��: FB-0006719 4 9 5=0�5 a,,,�ll AL E eAWALTER A.TILLIT Jr.P.E FLORIDA Lic.#44167 5 SHEET P.E. SEAL/'SI� X-ffiRE/DATE 6. 1 OF 20 h Te MR WamaxelanE C VARIES 1.91 1.491 m y ' '4 a 6tsr. �s� o o Max. , 1.200• 0.454" t m C 4.371 °559. 385• 4.857• 4.999' - 6 x" 1 HV SOLID BLADE O5 HV 90'/180' STARTER OHV UNIVERSAL FLOATER QUAUFIED FOR USE W/ C - 5458179 QUALIFIED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT W BLADE 01 1� HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV MPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063- BLADE 1 PER .37 6063-T6 ALLOY AND TEMPER 3.226" 1.500" .124' .085" 670• y 2.670" 3.556• n ) .9*12 .670' 2.226' 072 0 O N O 4.897 P3.226 O7 HV ADJ. ADAPTER W�LIP 4'436 ''375' 2072' 0.07^ " QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK © BLADE Q QUALIFIED FOR USE W/ HV 0_ HV TRENCH TRACK _55' 3.750- HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ FIV 6063-T6 ALLOY O TEMPER BLADE(1 ONLY. 1� HV RAINGUARD BLADE(1) - 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ FN 6063-T6 ALLOY AND TEMPER 4VARIEMS "' 1.936" BLADE 1 1.915' o _VARIES 1.936' PER 1917' c ax3" .083o . 093' .093'm.10060_ n670 1.686' 670 0 lam- 5 3 20 3.529' e2 3.520' � 670 7Q, Q�11 HV CEILING HEADER p HV HEADER/SILL 13 HD CEILING HEADER/SILL . IFIED FOR USE W/ HV BLADE t ONLY, QUAUFIE FORT6SaLLW ANO BEMPEROONLY QUALIFIED FOR USE W/ HV BLADE tO 1.4 �,D WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ FN 6063-T6 ALLOY AND TEMPER - BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER x 1 COMPONENT A B TI T2 X Y t MN XMN.YMN.t 1' 1' 0.062• 2" 2" 0.125' Q 2' 5"MAX. 1/8" 1/8" 3" 1 3' 0.090• IB 2" 5•M0.192" 0.192" SIDE ANGLES B AX. C9FOR OSTS QUALIFIED FOR USE W/ FN ALUMINUM ANGLES t9 2.5' 7'MAX. 0.190' 0.190" QUALIFIE T HV BLADE( QUALIFIED FO�USE W/ H6063-T6 ALLOY AND TEMPER BLADE 1 ONLY2" 5"MAX. 0.139" 0.131' 6063-T6 TEM FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TIL ff�T'�.,� ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Q .•' ENSF'• '� ECO A S A Accordion Shutter System 1 a t:. ■ ■ ■ ■ KV.BLADE#1 W/OR W/o KV.WNDOW BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.R Df RIPnoN DATE DRAWN BY.. M.L STATE OF :'r�^ 6355 N.W.36tH St.Six.]os. 6RaNucsmws.ftoalw]]76 A3SOCfati011, Inc. 1 OLD t1-ts2 a/13/ts are a/13/is Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No '�Oc FLDRtO ••�� .- 11:siteoo®om.<om West Palm Beach, FL 33407 3 15-085 EB-0006719 FS •......• �0 4 S' �� WALTER A TILL#44 67 P.E.���}~kV1%Gr iVME/DATE �RIOA Du y 4x167 6 SHEET OF 20 4.00' -929- 2,29r .745" 45" 2.295" ;64;-20xl/• 1/4*-20 DIE CAST THREADED Caw SISM"EAD IAWE)TARRED 0. 'S THRFADM DfE CAST (2 TYP-)0 31 HOUSING ENAMEL S., aWED PAMNTED _C b a75* BRASS CYUNDER C.KNOB. 25' TE IURN T =ME (CHROME PLATED) --CENTERMATE PLATO) ARPY ALIIED USE W/ HV 8 & ONLY (12) HV FLOATING CENTER ATE HV -EGRESS LOCK .-- MATE 11V LOCK 6063-T6 ALLO TEMPE QUAErAEO FOR USE W/ W BLADE(DI & VA ONLY 3- wuA tritu FOR USE W V QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER (2 HV CORNER CENTERMATE BLADE BLADE & (9 ONLY. VALIFIED FOR USE W1 HV BIADE01 ONLY 250'O.D. 2'874' 6063-T6 ALLOY AND TEMPER18 1.756' .922' PLASTIC HEAD .5113"- MOLDED 4045' SCR 2.079" 1.753" q .360'AFFER RIVETING .06 BEFORE FUVETING J "A-20 x 3/4" A 1/4 S.S. THUMBS REW 1/4"0-20 RIVNUT* *6 *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN sHm Hursm.PART f Dow,AS IMARITFAcYLTRED sy AvDEL PLAN ry FRONT ELEVATION my MALE "T" LOCK CENTERMATE f 4.566" CHERRY TEKDDRN.PARSIPPENY.NEW JERSEY 07054 OR EQUAL. LOCKER FOR -T- LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(f)ONLY HY FEMALE= LOCK CENTERMATE HV 'T" LO W ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE(DONLY 6063-16 ALLOY AND TEMPER -CK QUALIFIED FOR USE W1 RV BLADE ONLY QUALIFIED FOR USE QUALIMED FOR USE W/ HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER`" WAV BLADE @ONLY. BLADE(1)ONLY. 1.917 1..917' 3.161 0 -\-THUMBMRN .214- .0613 .06 CYLINDER OR .214 KEY CYLINDER OX75'Mi.. 4.40 HD CENTERMATE NO LOCKING ROD HD CENTERMATE TG TER Lac TE ROD QUALIFIED FOR USE W/ W BLADE(D& QUALIFIED FOR USEW/ BLADE 6063-76 ALLOY AND TEMPER (4HID CENTERMATE'S INSERT 60 VARIES, 12"MIN. 63-T6 ALLOY AND TEMPER 0am I QUALIFIED FOR USE W/ HV BLADE(J)&g 1/4'�20 T6 ALLOY AND TEMPER ACUAL Tlillai-('� 1.130* 6063 F- (SM DETAILS) A:1/2- .51URN DO CYDDER OR KEY H Mi,. "'UNDER ko—cKiNG ROD A 75'0 HD LOCK QUA FOR USE W 6063- AND TMP EER HV =16- ACETAL BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. DV5 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D& ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W/ HV BLADE(D U FIED F�(Z50UV! CU FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone (1)2015 EASTERN METAL SUPPLY.INC. ENSe IQ SBERTHA HVTM Accordion Shutter System IILIECO ..c. A.S.S.A N KV.BLADE#1 W/OR W/O KV.WINDOW MADE :or y TILL IT TESTING & ENGINEERING COMPANY American Shutter Systems �rv.N� DESCRIPTION DA�DRAWN SM WL 63.15 fLM 36th,St,$U 305,VVICINA GARDENS,FORM 5316C Association, Inc. I OLD 11-192 4/13/15 DATE. 4/13/15 Phone:(305)871-1$30.F..:(305)371-1511 4268 Westroads Drive 2 DRAWING No *A:. . ..... —.1h Ult-0.0— West Palm Beach, FL 33407 —3 ION -0006719 11"ll ID1101, WALTER EEIA.TILUT J,P.C. 4 15-085 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.f 44167 5 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR H V HV 41 3/8'0rin 12'70 I BLADE PCE 625' 10 HV BLADE 1 40 � ! cE 1A 87s'I .�; � ® \I W WINDOW BLADE .0625' RP�ay x_x .0625 .0625' HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ZY II' n KNUCKLE P OPENVi .0625 •1875' Y 3 I a F a r (TYP) 0.6625' Q HV SHORT RECESSED NYLON BUSHING o<� R1.750/ ® HV NYLON HAT WASHER Q OR ® N I Fvr B RnoN DMIOR </� asp Sn / ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I w 47 40 ! I n �/p2.e75o' X ;1J-1 0.870"x3/16"THICK NYLON WHEEL 3 I I r—I `� 2 7/8'MLN. IN WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS I- 315'0 SCLEAR EPARAT10N °J' i B TEEN _ , -"'a.06215- HV "' _0625- 3J500' ® HV 1 3/4" ACCORDION PIN W/ $8 HEAD * EXTERIOR f OPENINGS f 5 3/4 SF TON Y-Y o ON C R9"_• 7500• ® HV 2 3/4" ACCORDION PIN W/ ({8 HEAD * 41W4 �ii I 2 1/4' Ex1FinaR E1E3/AnoN ® POLYCARBONATE IMPACT RESISTANT W WINDOW L! i B1rw1 TYPICAL HV WINDOW BLADE C1 Al AND 3s 3 I POLYCAys RBONATE HV WINDOW DETAIL OR ® 4 or ®3 N.T.S. ((SEE NOTE FOR kEOUIREMENTS) i O OR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINSW—STABILIZED GRADE OR SABIC 1kHV !N R UIREMENTS AT EXTERIOR BLADE KNUCKLE FORY I 12'MIN. MIB ADE B MLEO E ,INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). Fq� Ii AOR ® li o (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR Nao BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR 1:y I ! POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. EXTERIOR APPLICIASUE TYPICAL SHUTTER ASSEMBLY , PROPEII6 R� (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT NTS HV PIN 42 EZTERtOR Rt5F1 ETSE EXTERIOR BOTTOM KNUCKLES OF LI ACCORDION SYSTEM AT HV 1Q 00.324' BLADE'S KNUCKLE. aDSre (SEE NOTE * FOR �++^`�' ASIY 7782 O.Oa IbAi"• 0.0a Ib/in• BLADE WHEN CORRESPONDING TO INSTALLATION "11•', SHEET 7. 3 REQUIREMENTS) M ' $if TYP. 1eNc s tmn s1Re cm ASM DUTa 9.400 wJ. 9,500 ' i I FIFXUR/L SIRDICM Al YIELD ASN D70 Ia,500 p."i. 13,100 Dat (3) HV PIN © OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHERB'O 5 i ! i MDDI=I Am D790 310D00".I. 345.000 pa. SHEETSHALL BEUSED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, I ! NaICHM Imo AsnJ mss to"-V. 17 Fr-ID/. OEPtF Wm,nun fu_"ortm _ HEEL CARRIAGE DETAIL SMOKE DEN91Y AAMDasa 47.2 s w.5 x wa WHEEL ASSEMBLY LAYOUT RAE OF D6R00 ASMD635 C-1 CUSS c-1 a N.T.S. SELF Mn ASTM Dim 1010 T 080 T Am D164 TENSILESIRENOM A .111. _ASM 618 9302 p."-1, 8090 ps1. 1 ��� F�HV BLADE SOLID & HV WINDOW BLADE DETAILS 13IHMO ASN M8161 p,1. 9880 P."J. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone -P��ER ©2016 EASTERN METAL SUPPLY.INC. BERTHA HVTM AS S Accordion Shutter System . . . ■ H.V.BLADE#1 W/OR W/O FLV.WINDOW BLADE American Shutter Systems Ey, DESCRIPTION DATE DRAWN er: ML TIWT TESTING & ENGINEERING COMPANY a Association, Inc. 1 OLD 11-192 4/13/15 DATE. 4/13/15 o. ATE OF BJ55 N N.3618 St bla 305.V.Fax GARDENS FLORIDA 3316 F' ORIDP <4``�` Pha .(305)871-1530.Fax:(305)871-1531 t Pal W Beach, Drive a DRAWING No -mPR:6NewoPpl.com West Palm Beach, FL 33407 3 s `` 15-085 �'''•,,s/01VA�'ENG`�.11`1 WALTER AOTOLLRIJF.P.E 4 P.E. �tWVM URE/DATE FLORIDA LIP. 5 0 44167 a SHE 4 OF 20 TES ON HV LOCKS AND ENTERMATES; If D c ¢ 5f Y N s T U i MANDATMf CONDffION J7:ONE HV LOCK or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BWW �2 OF SHUTTER AN FOR SPANS UP TO 105",AND FOR INSTNI�TONS,6T ANY ELEVATION. HV LOCK 2(� or MAY BE USED AN INSIDE OR OUTSIDE LOCK,ATTACHED TO RJi OR CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG T HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Om®m 2. -IF DESIRED, BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16°° LOCKS OR MAY BE U AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR 0 SHALL ON NOTE(1)ABOVE OCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DB-xve H - 3. OPnONAL CONONION ONLY WHEN bMPMRY CONDITION #1 OR Ll CONDITION o ° 5 9 g g BE USED IF DESIRED H.V.ENHANCE : LOCKING RODS ARE NOT REQUIRED AT HURRICANE ALTERNATIVE BUT MAY 4 5 aH 0 oa 4 a'® BE USED IF DESIRED TO ENHANCE SHUTTEF2 PERFORMANCE LOCKING RODS® OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY C.ONDRION n:ONE HV LOCK® ® CENTERMATES SHALL BE USED AT CORNER FOR ANY SPAN aB_ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, o ATTACHED TO CORNER CENTBOW/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS � � HOFHvc AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEEP 12. �J as g5 ai 9 �$g 5 • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN,AND Oj 'R9=�9Q ia� INSi TONS AT ANY EI'ATON.AL NATE LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 5 ^ OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. ( t HP.¢- -- I1195� Hoo- '6 RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( C7 ; LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANDATORY CONDITION 0 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP jjj TO 96 AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR ul Ll OUTSIDE LOCK, ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. SEE CONNECTION OR Q Top BOTTOM 1S COMPLEfELYN OF LOCK SHALL BE AS DTID MANDATORY. TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ DETAILS ON D r E H 1 JK L M SHEETS 10& 18 TYP.HEIGHT. FULL 11 *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 .SECOND AL70MTE TO MANDATORY CONDITION#I VALID ONLY FOR W'r ffil)CIENTERMATES a AND CENTERMATE Z ONE ALTERNATE HV T"LOCK 00 MAY BE IN ALLED IN LEU OF HV LOCKS OR qs FOR ANY SPAN AND ©DB®°R©• 7O°"®°"�D+O3 I STALLATION AT ANY ELEVATION. ALTERNATE LOCK BE USED AS AN INSIDE OR OUTSIDE LOCK. ATFACHMINf OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE TD+Oaa©.©ml 1�+Q oa CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR©• 7O_+©onp©_+O7 + on MAXIMUM ABOVE AND"BELOWI MIDSPAN. USEOFTWO LOCKING DS®TOP AND BE8"RiVNLrr.LOCK MAY INSTALLED ISSMMANDATORY.SPAN OR 12' 7 . 19•�5 t + *NOTES 0 D LOCKS & CE TE TES: 1. : ONE ALTERNATE HD LOCK® MAYBE USED IN UEU OF <PlC2ALn1 HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H. SS.MS.,AND INCLUDES REINFORCEMEM INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET to.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®Is COMPLETELY OPTIONAL FLOR DA BUILDING CODE( on High Velocity Hurricane one A:.r��t/",''' 2015 EASTERN METAL SUPPLY,INC. \GENSF':�9 BERTHA HVTM IL E C O �N�. A■S,S,A■ ccordion Shutter System H.V.VBLADE#1 W/OR W/O KV.WINDOW BLADE American Shutter Systems tEV.W DESC6IWIoH DATE DRAWN BY: M.L TILLT TESTING & ENGINEERING COMPANY STATE OF 'Q 6355 N.W.36M St.Ste 3¢5.MRGXA GARDEN&FLORIDA 331 IM Association, Inc. 1 OLD 11-192 4/13/is DATE: 4/13/15 Phone:(305)871-1530.F¢x:(305)871-1531 4268 Westroods Drive 2 DRAWING No �'• f -moll:tat..0-l.�om West Palm Beach, FL 33407 3 ,2jFSS/ •C.`G:AA ` WALTER A�0UIT7 Jr.P.E 4 15-085 �.,,,�ONAL LOAN` FLORIDA Uc.0 44167 B SHEET P.E. SR(t� MN ' RE/DATE 6 5 OF 20 ONCRLTE ANCHORS PoURED CONCRETE POURED OR CONC POURED (SEE SCHEDULE ON REQUIREDREIE BLOCK 1/4-0-20x3/4'S.S. CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED REQUIRED FOR (SEE SCHEDULE ON CONCRETE ANCHORS 17 18 A ri'TONE(SEE MDUNnNG®ON SHEET 7) SHEET 13) NUTS® 1 1 (SEE SCHEDULE ON SHEET 13) 1' Min. ----- 12 oR 14 Min. 1/4"0-2°x3/4's.s. __ EQ E US CHINGNt/4C 20VSN� 1/ 19 Q O ' 2" r--- - ® 12.O.C. E D.* /2- .250'Max. ---- H —13 DN 5 13 °R 15 O* .250' -I D i .250"Max. `\ I Max. � � I ED i i •D! I i i i OPTIONAL ii i �PIONAL To 11 FCR �� I 1 OR i COSTING MIN.SEPARATION TO GLASS 1 ExISTINC i ® I I I I 1 --_(SEE SCHEDULE ON SHEET 11) SLAMS I I i MIN.SEPARATION TO GLASS i GLASS GLASSY ~(SEE SCHEDULE ON SHEET 11) E1(ISDNG I I I G ©HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS IXISTIN��� ' (SEE SCHEDULE ON SHEET 11) V'Ma'Met� M1 OR ;M I I M 1 l7(GLASS tins(ssE � MiMIN.SEPARATION TO GLASS GLp55.Q•lnE ON SKEETi I I! i (SEE SCHEDULE ON SHEET 11)tt MAR BLADEOJIl� ti M ADES0& "o EIOSRNG JF_ OPRONAL' ix i I i i 1 1. ti iil I I t/4'Max. i�OPTIONAL 13 DR 15 E D.x i i i i i i i t /2- D-1 D. _ EO EQ13 °R-- 2 oRio -- - 1/4'P-20x3/4-S.S.PHIWPS TRUSS HEAD 1/4'0-20x3/4'SS.PHIWPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS $ 1 1/4"-20 NUTS® 12'O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. ORUCANCRETE BLOCK SHEET 13) RED CONCRETE POURED CONCRETE REQUIRED OR CONCRETE BLOC CRETE ANCHORS WALL REQUIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION OURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W1 1-SEE SHEET 4 FOR TYPICAL SHUTTER * E D.-EDGE DISTANCE � 2_MO NTING SECTIONS CAN BE COMBINED (SEE SPECIFlCATIONS ON SHEET 13) aLADE LIMITATIONS SHEET TU19 FOR 0 HV BLADE N ANY WAY TO SUR ANY INSTALLATION. 111111111M FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ````\`\ A.•• / ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM s�Q '��CENSF' `�� —M— Accordion Shutter System _ - /Ii L 1 C c o M c. ■ ■ ■ ■ H.V.aADE#1 W/OR W/o H.v Wiww✓MADE ms Shutter i Amercan utter S ste y EV.No DESCftlP110R DATE DRAWN 6Y: M.L. TILLIT TESTING & ENGINEERING COMPANY 9pF ;meq ` Association. Inc. t OLD 11-192 4/13/15 DATE 4/13/15 6sss N.w.361n. 5)t.Se-153 .Fa.:(305s,F1ORnA-153 s3t6 4268 Westroeds Drive 2 Phone (305)871-1530.Fax:(305)871-7531 DRAWING No -61: QEB--00067 et wm West Palm Beach, FL 33407 4 15-085 AAAA/T/I NA;I�\7\\\\\ WALTER A T1LLR Jr.P.E. FLORIDA Ua.®44167 5 SHEET P.E. SEALJ�«NATURE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS I EARL srrNxlTlal I ir ®� I i um.SEPARATIRN I O CONCRETE (SEE SCHEDULE ON SHEET'13) - i m a (SEE 1 OR 1 4 m MAO^ 1 EXISTING lf1 I REQUIRED EDGE OF '�11�iUR EaenE m t i G � uw.srnr+urou I i(��oN' t ON Slay 19 Ern t I maws D. APPLICABILE EXISTING a''06mg® i --(—snattxs I 9 A SHEET I1) \ I GLASS--'i ���� ill i i i i i 'i i EXISTING r E I ANCHOR 11 I I 1 G1A55-' I t I LOCATION 1 1 1 1 1 1 1 ✓ X 810x3/4"HEX WASHER HEAD 1 I 1 1 1 aR 13 OR 15 c 3/a uw. TIX SCREWS® 12'O.C. i EDGE OF 1 I 3/8 NLN. CONCRETE ANCHORS 8 LAB IF I I ©+ 7 I (SEE SCHEDULE ON SHEET 13) E I APPLICABLE I i i I I I EDGE OF EXISTING I I n I I I I SCAB IF D, GLASS EDGE OF--1 1 APPLICABLE SLAB IF I 1/2 1 EDGE OF 1 ut sm rMw APPLICABLE p_ Q. SLAB IF POURED APPUCABLE POURED FLAT HEAD CONCRETE ANCHORS 1 m RAns m CONCRETE -D. CONCRETE (SEE SCHEDULE ON SHEET 14) -{1 a® POURED—'/ REQUIRED F(qT HEAD CONCRETE ANCHORS REQUIRED 1 w sFatT 1s FOR 10 OR ® CONCRETE I e/DEs(D&® REQUIRED D. D. (SEE SCHEDULE ON SHEET ih) 11 .TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t (J)HV WALK—OVER INSTALLATION DESIGN PRESSURE TING &FOR SPANS PER SCHEDULE #3,© EET 11 HV CEILING INSTALLATION EXISnry NUJ loN.sEPn+nnoN 1 CONCRETE ANCHORS CD (SEE SCHEDULE ON ON sEaEi 1p I I �_ maws I SHEET 15) I/a'0 TTWDE�T 1 a I S I I I I TVEMCFM EXISTING TOO44OLOGY OR 1/4'0 POWERS EXISTING EXISTING—i GFASIEMERS TAPPER+MCH=W/ MAX. GLASSGLASS aws—i T unL—AIV m-lam sa®N[R au scan tq I wW.ss ealal m1 OR WN.EMSEDUENTSPA O 6' N AND 0 i i i I i (s¢s0avtns w I O I I O.C.FOR FOR 5PMT5 LARGER 1ww I I LI 1 I I I 6'-0'UP TG 8'-0'MAK APPLY MAX. 1 (TP.) AT EVER!FASftNEA IiAD ri i i I I i I MAX. (TTP.)(SEE POLE T7 w 9EEf 11 _ 1/2' FOR LR6Dfi0N5 3/8 MAX. I 1 D* l I 810x3/4"HEX E WASHER HEAD SFAlAMT 3 oR 15 i I I. I. m I I I ulrL I TEK SCREWS 814x3/4" HEX HEAD ® 12`O.C. 1 8" ® III I I '•' >�' 1/4'0-20e3/4"5S u5 TIX SCREWS®9"O.C. 814x3/4`S.D.S. _ I I I I 1 4 USING 1/4"a-20 NUTS OR 1/4`0-20 S.S.M.S. i CONCRETE ANCHORS n 1 _ _ 6 +O J/ ®9'O.C. -- - M •'�l .:q'•' 0,2'O.O. W/NUT tl 9-O.C. (SEE SCHEDULE ON 1 - I SHEET 14) •.+ .• ::•' `�• EXSTTING NON STRUCTURN- _____T ______ 17 w 18 1/2' 1' O 2.OD'!II)d.E» WALL TROT(DECORATIVE I , EDGE OF )7 R 16 '�.7:�• E_D. SILL) Ili �1 SLAB IF 814x3/4`F.H.S.D.S. c .MIM: 1' •; i` 1 CABLE 0 9.O.C. _£ MURED CONc1tETE 7/8' 1 7/8 APPLI CONCRETE ANCHORS SEE NOTE 13(b) _ POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 BE NOTE 13(b) p, OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHE1 +' '� `'� REQUIRED OR CONCRETE BLOCK OPTIONAL POURED - REQUIRED OM KEYSTONE AON 06MOPU�I�G64INSTA INSTALLATION CO HV WALL FLOOR INSTALLATION (p HV WALL WALK—OVER INSTALLATION WUIRLU MAXQMUN SMUTTEIi SPAN 0'-0' OJ HV RAINGUARD INSTALLATION t N1 THIS BE NO COMES N N : *E. D.=EDGE E t REMOVABLE WHHEN PON ERFORMED CATONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS SOF USE FOR ,_SEES OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION D ETA I LS W/ O HV B LA D E ASSEMBLY IN ANY WAY TO SUIT MANY NIGAN NSTAuN.COMBINED FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. �,•���`��� N.'fit BERTHA HVTM I L ECO m .„ � Accordion Shutter System Kv. MADE#1 w/OR w/o KV.vtlr>Dow RADE _ American Shutter Systems _N DESCWTION DATE DRAWN BY. M.a o'• SIATEOF :�` TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 LUTE: 4/13/15 6355 N.W.36UI.St-Ste.305,VIRGM GIRDENS,FUO 331 4268 Westroads Drive 2 Phone (305)871-1530.Fax:(305)871-1531 DRAWING No c' R e-,no,:Dltea>aeol.-m West Palm Beach, FL 33407 3 15-085 Fs'' G\��. EH-0006719 q ,,,S/ON A1-E: WALTER A TLLR Jr.RE 5 SHEET P.E. S 781u"NA6E/DATE FLORIDA uc.g aa,s7 6 7 OF 20 SEE END WALL CON ECTIONON SHEETS 10 18 SEE N TES ON LOCKING ROOS®.HW LOCKS(D or oUT IN r INSTALLATIONS W/ 1 HV **� �K UEaL HVFK IISVAUD N SFe AL �IXISTING GLASS BLADE W HV CENTERMATES C MATES APPLICATION WITH BLADEQI OR SEE END WAIL CONNECTION EXISTING GLASS 2'x2"xi/8•x0'-2' 1 I ®+®aR O+OaR 19+� 3 1/4• 7- 61/2- 7' (60637T6 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON 1/2" rn©+ ANCHORS TO CONCRETE CENTERMATES CENTERMATES (TOP/BOTTOM)& l #10x3/4'S.M.5.0 12" MIN.SEPARATION GLASS (*)$10x1/2'S.M.S.TO TUBE I O.C.FULL LENGHT. W/ HV LOCK mor ¢51 W/ HV LOCK 0 2 To SCHEDULE AT EACH ANGLE(7YP) * (SEE SCHEDULE 5 ® W * 35* IN 3 3 ON SHEET 11) 5 ZLT t/ 1' 1/2' + "' 2' ® ; O oUT Nff HVB ® � * HVC 10•©oR©+©m©•©�aR HVA EXISTING GLASS POURED CONCRETE OR _— F F2Ea CRS BLOCK WALL ------------------ t0;©.@ +0 DOSTING 5 ®��+®�®*®�I SYMMETRICAL * I N + aR MIN.SSEEPARATION GLASS T ————— 8 -@-@+@-@-@ �IXISTIN CENTERMATES 6 aR To GLASS G � GLASS 1 1k ©+O ® O O `C% (SEE SGHEOULE `T Ir oR + * W� HV LOCK Lob (INTERIOR) ®�®aR Q+©oR 19 I�5 ON SHEET 11) MIN.SEPARATION © ® ® m 3 TO GLASS ®+ (SEE SCHEDULE I N OPTIONAL - — ON SHEET 11) (INTERIOR) _—_—___ _—_—_—_ —_—_—_—_—_ - O U T 1 CONCRETE �Dj 1 ANCHORS * 16'O.C. � 1 5 * 3 vnRiFs 3 (/J(j� 9z *: m ® v ow ® o U T s 1/2-MM.SLACK oUT * 5 cEXTERIaR, HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. ```1a11L111111TNTAFATT , BERTHA HVTM EN L E C O ,N L:. A■S■ ■A■ Accordion Shutter System H V.MADE#1 W/OR W/O KV.WINDOW RADE TILUT TESTING & ENGINEERING COMPANY American Shutter SySt8R1S Ey_N DESCRIPTION DATE DRAWN BY: M.L 8355 N.W.360.St,Ste.]0.S.WiGm'IA G EW,G RMA 331 Association, Inc. 1 OLD 11-192 a/13/1s DATe: 4/3/15 o'• STATE OF = 4268 Westroads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No '., At k •r ­ail:Ultem aol.com West Palm Beach, FL 33407 3 15-085 Q R : M-000671 s •••••••••••��\��` WALTER A 71LLIr Jr.P.E. 4 �AiA s/0 LL�� ��`` FLORIDA U.Ill 44167 5 SHEET P.E. 4/�A(iNfaT`t'J12E/DATE 6 8 OF 20 POURED CONCRETE POURED CONCRETEPOURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING CLASS —EXISTING GLASS CONCRETE ANCHORLE1 EXISTING GLASS —r—-7 - ,( 2•MIN EXISTING GLASS O.C. MIN.SEPARATIONTO C1ASS(SEMIN.SEPARATT04 SCHEDULE ON SHEET 70 LASSSEPA(SEEATION i IAN.SEPARA710N EOTOA55(SEE11 FOR BADE(DA`�D ro GIASS(SEF I TO GLASS(SEE SCHEDU E ON 6 1/16'x3'MAX. ON SHEET 19 FOR SCHEDUL1 EE ON SH 1�1 f�IXON SHEET ME® 11 FOR RADE QAND (6063-T6)CONT. &® OFI SHEET 19 FDR AND 1/2' / ON SHEET 19 FOR ON SHEET 19 FOR ALUM.CLOSER ��- (LOCATE AT 1 HADES(D&® PLATE.(LOCATE 1/2 BU1D6 O& H/#5 & EITHER SIDE AT EfTITEft SIDE MIN \ ' OF SO) 1/2'MIN. OF(D) I 4 USE 1"OR 2'MAX. Maxi/z'S.M.S. 10x1/2-S.M.S. I _---- (AS APPLJCABLE)x2'xl/8'x0'-2' I _---- ® 16'O.C. ® 16"O.C. __--- 4 ` , ALUMINUM CLIP ANGLE ' 6063-T6 ALLOYS.M AT MIOHEIGHT S. 4 ` (2)1/4o01TAPCONS ANCHORS TO cj SEE DETAIL X FO ®� WALL AT 1"O.C. (LOCATE AT OTHER SIDE OF SIDE CONNECTION 1 OR Q) 1 OR �4 1 OR ®• SEE DETAIL X FOR 1 OR®° TO TRACKS SIDE CONNECTION ©"®"©•O°"8 O•®m SEE DETAI X FO 4 SIDE CONNECTION ©"®m©•Om® 10•®' TO TRACKS m m 6. 7 m 8 0•®m 10•®m©•®'©•®m TO TRACKS 10•®m�•®"'©•©m tom®m©.®m©.®m lo'•®m©.®m©.®m 0.0. O•®m®•®m�•®mph p.®q®•®mp.®mp.® O ®m® O•®m®•®m®•®m®•® END CONNECTION DETAIL(1) END CONNECTION DETAIL 2Q END CONNECTION DETAIL 03 END CONNECTION DETAIL 4,REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- POURED CONCRETE OR Zi EXISnNG GLASS CONCRETE BLOCK WALL GLASS G 4 4 REQUIRED ——_—— ' 1 1 2 S.M. TSO'qQ(S ®16" C. MN.SPARATiQ4 b ------ -----___ i ETOSCHEDULE N SH CONCRETE 1/2'MIN. TO G4AS5(SEE _—_--- ____ B OR®OR�OR ON SHEET ON SHEET 19 FOR ANCHOR® - i �BLAOE� __ ____ QORQOR�OR� F/ �/ HADEsO& 1z'o.c. 0-1 BADON 6O&0 ----- - OR 1(p`-EO1/2'MIN. --Wy - EQ B OR 8 OR 1 R 2"MIN. O SEE LIMITATIONS OF USE FOR VIEW Y ?10 BLADE ON SHEET 19 @OR130R(qOR(gOR� 1 OR 1�' PLAN DETAIL X R ©m®m©.gym® 10•®m POURED CONCRETE OR Vim©•70®© 1D•®m ,o.®m©•®m®,®m �81 ND INSTALLATION CONCRETE BLOCK WALL m ©•O•®m©•O•®m 1 HR HVWIND DE INTO REQUIRED �.O.O�©m©.O•®m BLOCK WALL. END CONNECTION DETAILC5,1 O ®m® ®m® ®m®® END CONNECTION DETAIL 6 �•®m® ®m® m®® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. �Q ' �GEN � BERTHA HVTM A■S■S■A■ Accordion Shutter System KV id = MADE#1 W/CR W/O H.V.WINDOW BLADE American Shutter Systems IEV.No DFSCIWDON DATE DR WN HY. M-L_ TILLIT TESTING & ENGINEERING COMPANY STATE OF 6355 N.M.36th.SE,St.305,vWGTNIA G%WEtM FlDFZaA 3.T1 Association, Inc. 1 OLD 11-192 a/1J/1s DATE a/13/1s Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No T•., ORIO ''�' - a—rtwit:tilteco®aol.com West Palm Beach, FL 33407 3 �I��r6ss..NAO. ......`NWALTER A.EB- 06719r.P.E.IIIA U.. 4 15-085 �T �` FIDRc.#44167 5 SHEET P �I E E. C'r�iVAURE/DATE 15 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN*t "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" ]MUM SHUTTER SPAN*"L+" + 0 (ft.). FOR INSTALLATIONS W/ CA OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND ��� CENTERMATES.® &® or or INSTALLATIONS W/ W SYMMETRICAL CENTER CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® oT or & MANSORY WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK 8c W/ ONE HV LOCKS ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W ONE HV "f" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C, D. E. M, N, 0. P, Q. As.D. DESIGN PRESSURE RATING. ® ® / ® ODS& MOUNTING F, K & L R. S. & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,ft) (VALID FOR MOUNTING(@ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tt SHEET 7) FLOOR/CEILING G. H, I, It, J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MAXIMUM CONCRETE MOUNTING & M DESIGN PRESSURE RATIN , "D��so1 Aso "+ ON as.o DcwA —INSTALLATION DETERMINE MAXIM MSSPAN 'L+' FROM SCHEDULE• PRESSURE WAIL MOUNTING FLOOR/CEILING PRRE WALL MOUNTING PRESSUREFLOOR/CLUNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, IRA11N0 RATING & RAIWG XP>•1) MOUNTING FLOOR/cDUNc MOUNTING OR q DETERMINE MAXIMUM SPAN 'L-• FROM SCHEDULE. (� _) (+OR_) (+ore_) FLOOR ALL uOUM1NG V MAXIMUM SHUTTER SPAN "L+"OR "L FOR L+ (IQ L-(IQ L+ (� L-(ft) L+ (R) L-(fU L t (ft) L-(R) INSTALLATIONS INTO WOOD SHALL BE UMFIED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0" 16'-0" 16'-0" 16'-0" 30 16'-0' 16'-0" 30 Is'-O' 16'-0" 105 psf.AS.D.DESIGN PRESSURE RATING. 1,�(NI LIM DETERMINED SPAN BETWEEN "L+'AND 'L- 35 14'-10" 14'-10" 15'-2' 16'-0' 35 14'-10' 14'-10' 35 15'-2" 16'-10' 40 13'-to' 13'-10' 14'-2' 15-2' 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-i' 13'-4" 14'-3" 45 13'-1' 13'-1' 45 13'-4" 14'-3" t HV CORNER CENTERMATE S3 MAY BE 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 SPECIFlCATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10' 12'-1' 12'-11" 55 11'-10" 11'-10" 55 11'-1" 11'-11• SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11'-4" 11'-4" 11'-7" 12'-4" 60 11'-4' 11'-4" 60 10'-2" 10'-11" NOTE J5. SHEET 5. RATING: 65 10'-10" 10'-10" 11'-1' 11'-11" 65 10'-10" 10'-10" 65 9'-5• 10'-1" DETERMINE: L7+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6' 10'-9" 11'-5' 70 1o'-6" 10'-6" 70 8'-9" 9-4• L2+=MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1' 10'-4' 11'-1' 75 10'-1' 10'-1" 75 - tf EXCEPT THAT MAXIMUM SHUTTER SPAN "L+OR INSTALLATIONS. 80 W-10" W-10" 10'-0' 10'-9' 80 9'-10' 9'-10' 'L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9" 10'-5' 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3° 9'-5' 10'-1' 90 9'-3' 9'-3' SHALL BE LIMITED AS FOLLOWS: DETERMINE: i- CONNECTIONS TO KEYSTONE MOUNTING Lt-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9' 9'-2' 9'-10' 95 9'-0" 8'-9" LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 B'-9" gS'- 9'-0' 9'-7' 100 e'-9" 8'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 W-7' 0'-9' 9'-4" 105 8'-7" 7'-I1' 110 8'-4" 8'-7' 9-2' 110 B'-4" 7'-7• FlNAL MAXIMUM ALLOWABLE SPAN IS EQUAL "L THE 115 8'-2• 7-3 SEPARATION TO GLASS SCHEDULENIMUM BETWEEN Lt+", L2+; "L1- AND 12- 120 8'-0' 8'-2' W-9• 120 8'-0" 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM e-5' 125 7'-10' 6'-B' ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN 130 7'-8" 7'-10' 8'-1. 130 7'-8' 6'-5• WIND ZONEPRESSURE RATING TO DETERMINE MAXIMUM ANCHOR MINIMUM SPAGNG. 135 7'-7' 7'-9' 7'-9" 135 7'-7" V-2" SEPARATION 140 T-5" 5'-11" 7'-7* 7'-6' 140 7'-5' W-11' ASTM E-1996 145 7'-3" 5'-9' 7'-5° 1 7'-3' 145 7'-3" 5-9" TO GLASS 150 7'-2° 5-.7" 7'-4' 7'-0" 150 7'-2" 5'-7' 155 7'-0' 5'-5' 7'-2' 6'-s" 155 7'-0' 5'-5' 1 THRU 3 1" 160 W-11" 5'-2' 7'-1' 6'-7" 160 6'-11' 5'-2- 165 W-10" 5-1" 7'-0' 6'-4" 165 C-10" 5'-1' 170 6'-9' 4'-11' 6'-11' 6'-2' 170 6'-9" 4'-11• 175 6'-7' 4'-9" 6'-9' 6.-0. 175 6'-7" 4'-9' 180 6'-6' 4'-8" 6'-8' 5'-10' 180 6'-6" 4'-B' 1� H V B LA D E 185 6'-5' V-6- 6'-7' S'-8" 185 6'-5" 4'-6" 190 6'-4' 4'-5" 6'-6' 5'-6" 190 W-4" 4'-5" 195 6•-3" 4'-3' 6'-5" 5'-5" 195 6'-3' 4'-3" 200 W-2' 4'-2' 6'-4' S'-3' 200 6'-2" 4'-2' z05 6'-1• 4'-1• 6'-3- 5'-1" zos 6'-1' a'-t• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM '� _ A L E C® �■c. ■S■S■A■ RV.AcCrd�o�n ohK ttwelNDOW MME ym American Shutter Systems IEV.No DESCRIPTION DATE DRAWN BY:MaY.LG. TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 - 6355 N.W.361h.St.Ste.3D5.VIRCDM GARDENS,IORM 3316 ¢268 Westroads Drive z 3 Phone:(305)871-1530.Fa+:(305)871-1531 DRAWING No kr- e-mail:tatecoGeoLcom West Palm Beach, FL 33407 3 O,� •.FCORI�P."�v��: WALTER 0.EB-�DLUT1Jr.P.E. 4 15-085 � �` FLORIDA U.S 41167 5 SHEET '�'►+isft �iG k1 E/DATE 6 11 OF 20 ../ : .If): i ,ql • .: 0 I ,::.1 .:: '.�1 • .11� �1'r • .: •1 :al •: •.�: .:al :.� .�' .. � ail MI •.m • � ':Ir . ..it fir' . . moommmmm 000mQ��mm©ommmm�m oomm���m mommramm�m mommm�mm '�0mm000vommmooaaoommm000vnmmmoodopmm�0000�� � o�oo o® ®®moonn©mmmonovo�mmvvoovmmmno�v©mmmmmmmm�n�oo�n a�i�mmmmnommmmmmmommmmmmmmmmmmmndoomm0mmmmmmomonnoo mmmmmmm�ammmmmmmmm®������ mm000�ammmn000nnonn0000 , mmmmmmmommmmommmm mmmmmm©=mmmmmmmommmmmmmm ®mmmm==mmm mm=on0000m© mmmmmmmOmmEMM mmmm mmmmmmmm mmmmom==mmmnnom=momB000m mmmmmm®=mmmmmmOF�immmmmmmm mmmmm===mmmmmmon moonmmo© ®mmmm=®=mmmmmmommmmmommmmmmmmo==mmmmmmmmm00000nm m®mF�Om==m®mmmm mm vv©mmmmmo==mmmmm0==moo�o�©o mmmmmmvam®mmmmo�®�mm��omommmmmovommmmm®oponmAommo. mmmmmm0ommm00mmmummummmommm�0pp ppmm ® ®©epp ■7mm�iF�O m®mmmm==mmmmmmmOmmmmmmmm mmmmmOmO m®mmp D=OmOOOBC�m m®m0O©mm mmmm"mm=mmmmmOm®mmmmmonp mmmm®m0O OOOB®mO© mmmmmAVO mmmO"mm®mmmmmn=p mmmOl�'�OO OOOOBO�m mmmm ® m['IL���pmmmmmm0=mm0®0=== ®OEr�mpn=mBOm®OBm Em Ka mm���®�Rhm"Om®m®mpmpmmmOmmmmmmmm m""mmmmooOommm �mmm0®�=O 0®0mm0O ®mOmmO�m®m00v0O 0®mmmmm®"avo=mmmm©== mmmmm©ovmmmm�i�iwommmmmoaommvvonv m Fr-�.nomm�o®®moo mmmmm=o=mmmm��m==mmmmmmm=mmmoo==nm mmvvo=m� n=oon�onno� ,. mmmm©mn=mmmmmsam=mmmmmm=mmmv©m=m=m •�i©==onm ' .I mmmmmm==mmmmmOOO mmmmmmmO mmmm=nO=mmm®m===mOBmB�oO mmmmm= m m===mmmmmmp=m�momp=m=®mm©n=m=mom©o©om „ mmmmonn��®mnm===mmmmm= mm©nmppmmmmm==omnnoomo© mmmmm=O=mmmm®==O mmmm®=mm =menus= mmmm==n=mmmmmmoo m®mlm0=p0===amm==o mmmmm===mm =__=m®mmm=m=mnnmm0o0 mmmmm=nommmmm===mmmmm===Bonn====mom==n=w"p©m ppmo mmmmm®neo mmmm®p=O mmmmm===mmom==nO mmmmmmmm mOOommmo m®gym©Doom®mo©vvom®mon000mm000eoomm®oe===von®o©Doo ' mm000000mmmooaoommm0000p�aminovo=®tea 00000novv©oo mmm===mmmmm===mmmmm====ammo===p=moron®®nm000mmmmm mmmoomn=mmm=o=mmmmm=====monpnp==mom=m===comm©Dom momoi0000m®ov=o=�mmm00000�m00000a=i��00000000©m0000 mm©p=pOO mmm=m=m�'�mm=====�IDm=m=m=p mmmm=opo mmm©Boom O mmm=====mm==p=p=mm==moo=Eam= _ opop®np====mmmm©ems m =O= mm=o==n=mm======mmm=Doo=mm=n=m=pmo�i=�mm=nn©B®m MHz HA® ppppmS"mm= ©mmmmm mo=o=Doom=n=====mnpp====®__ =®===pnn=mm®nnmmm mm=n====m==o====m=====p=mn= o�=mo==Don nno0mm= m====o==m=o=====mmn=n===mpn=====m==n===mmm©Bmenn ®• , novvoovon0000000mQ=Dov nov000von0000000000mn©oo m==n====moo=====m=��===o��®o�n0000'mvovovv000meaooa ;•;, ; �i . moppp=po m=pppov==po==mp _ h o MAXIMUM ANCHOR+ SPACING On.) SCHEDULE FOR A GIVEN Mex, SHUTTER SPAN. n a D DESIGN NEGATRT PRESSURE RoT1NG ANDA ORRESPONDING MOUNTING 'TYPE FOR ONGRETF OR ON RETE BLOCK INSTA I°TION (SEE MOUNONGS 4 J.K&L ON SHEET 7) POURED CONCRETE POURED CO CONCRETE.BLOCK WWMUM _(OWALK OVFR k 1 TRENCH OU RAINGUARD MOUNTING (g WALL/FLOOR MOUNTING © LW EN OVER MOUNTING ANCHORS SPACING LEND TAPCON TO OR SPMAsn.DEMrsnnmE PiF55URE Rnl91c - DES 17PA1NE .MW W.VME PR135 W BRIM OESIBN WXTME W✓lMME RqW TAPCON WITH ADVANCED 30 40 60175190 120 160 205 3a 140 1 60 175 1 90 120 60 205 30 40 60 175 90 120 160 205 30 40 60 75 190 112011601205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 1 6 6 12 12 12 12 112 1175 B5 65 7 7 1 7 1 7 7 7 7 15.5 5 5 5 5 1 5 15 15 15 ALL POINTS SOLID-SET 3•-0` 14 12 10 9 8 B 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 70 9 8 8 B 6 12 12 12 12 0.5 8 8 45 7 7 '7 7 7 7 7 6.5 5 5 5 5 5 5 5 S BLUE TAP 14 12 10 8 B e 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPII2+ 14 12 10 6 8 8 6 6 12 12 12 12 1.5 85 8.5 6 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-0' 14 12 10 9 8 8 8 6 12 12 12 12 12 B.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 70 9 8 8 6 8 12 /2 12 9.5 8 6 4S 15 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 s 14 72- 10 9 8 8 6 6 12 12 12 12 10 7S 55 4 7 7 7 7 7 7 7 SS 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 S 5 5 5 5 4 3 5.-0' 14 12 10 9 8 8 G 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 B 8 8 6 6 12 12 9S 7.5 8 4S 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14, 12 10 9 8 B 6 6 12 12 12 9S 8 6 4S - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 B, B 8 6 6 12 12 15 9 74 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIRCATIONS 14 12 10 9 B 8 6 6 12 12 12 10 B 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 6•-0` 14 12 10 9 9 8 8 6 12 12 8 6 s a s - 7 7 7 7 7 55 a - 5 s s s s s a 3 ON SHEET 13 14 12 10 9 8 8 6 6 12 12 10 8 65 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 'S 5 4.5 - 14 12 10 8 B 8 6 6 12 12 10 8 0.5 5 3.5 - 7 7 7 6.5 SS 4 5 5 5 5 5 4 3 7,_0' 14 12 10 9 8 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 6 5 5 5 14 12 10 9 8 8 8 6 12 10 65 5 4.5 3' 7 7 7 7 BS 5. 3 5 5 5 5 5 5 3S 3 1a 1z to 9 B B s 6 12 1z 8s 7 5.5 a - - 7 7 7 7 7 5 - - s 5 5 s s s a - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 8S 7 55 3 - 7 7 7 55 45 3 - 5 5 5 5 45 35 - PSF AS.D DESIGN PRESSURE 4 12 10 9 8 8 6 12 12 Os 7S 6 45 5 - 7 7 7 7 7 7 7 4 5 5 5 S 5 5 5 5 RATING & FOR SPANS PER 1 12 10 9 8 6 6 - 12 9 6 45 4 - - 7 7 7 7 5S 4 - - 5 5 5. 5 5 4 3 - SCHEDULES, SHEET 11 12 10 9 8 8 6 - 12 11 7.5 6 5 .75 - 7 7 7 7.6 6 4S - 5 5 6 5 5 4.5 - 14 12 10 8 8 8 - 1211-51.5 8 5 35 - 7 7 6.5 5 4 5 5 5 5 4 3 8,-0' i4 12 10 9 8 8 - - 12 12 95 6.5 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 6 8 - aS 8 5 4 3.5 - 7 7 7 8 5 35 - 5 5 5 5 5 4 3 14 12 10 9 8 8 - 12 10 55 5 45 - 7 7 7 6.5 55 - 5 5 5 5 5 4 74 72 10 9 8 8 12 OS 7 5.5 4.513.5 - 7 7 SS 4.5 JS - 5 5 5 4S 3S - 10,-0`14 12 10 D 8 8 - - 12 11 BS 6 5 3S - - 7 7 7 7 7 7 4S - 5 5 5 S 5 5 5 45 14 12 10 9 8 8 - 9S 7 45 3.5 3 7 7 7 6.5 45 - 5 5 5 5 4S &5 14 12 10 9 8 8 12 9 6 5 4 7 7 7 6 5 5 5 5 4S 5 74 12 70 B 8 8 12 95 6 5 4 3 7 7 5 4 3 5 5 5 4 35 - 11'-0'14 12 10 9 8 8 - - 12 10 7 5.5 4S 35 - - 7 7 7 7 7 7 35 - 5 5 S 5 S 5 5 4 //1�\ 14 12 10 9 8 8 - - 8565 4 3.5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - ` ' J HV BLADE ONLY 14 12 10 9 8 8 - - 11 a 4 4 - - - - 7 7 7 SS 4S - - - 5 5 5 5 4S - - - 14 12 10 9 B 15 85 5S 4.5 J5 - 7 7 4S 3S - 5 5 45 J5 3 12•-0'14 12 10 B e - - - 12 9S 65 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4S 35 14 12 10 9 8 8 8 4 3 7 7 55 4S 35 - 5 5 S 45 4 3 14 12 70 B B - 10 75 5 4 7 7 6 5 5 5 5 5 4 4 12 10 0 B OS 8 5 4 35 - 7 " 4.5 3.5 - 5 5 45 35 3 13,-0'14 12 10 9 B - - - 1S 8S 6 4.5 35 3 - - 7 7 7 7 7 45 - - 5 5 5 5 5 5 4.5 35 14 12 10 9 8 7 55 3S 3 7 7 5 4 3 5 5 5 4 3 14 12 70 B t1 9 7 45 J5 - 7 7 55 45 - 5 5 5 4S 4 74 12 10 9 10 75 5 4 3 7 6 4 13 5 5 4 S 14'-0'14 12 10 9 - - - - OS B 5.5 4 35 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - 65 s 3 7 7 5 35 - 5 5 5 4 14 12 10 9 - 8.5 6.5 4 7 7 5 45 5 5 4 14 12 10 9 7 4.5 3.5 3 7 5.5 3.5 - 5 5 3.5 3 74 12 10 - - - j ff553 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 72 10 - 774S 3 5 5 4S 35 - 14 12 10 - - - - - - 5 - - - - 5 5 S 4 - -14 1210 - - - - - 7 5535 - - - - - 5 5 3S - -16, 0`14 12 10 - - - 3 - - - 7 7 7 7 6 3 - - 5 5 S 5 5 4S JS4 12 70 7 6.5 4 6 5 4 3S - 14 12 10 - - - - - - 7 7 4.5 - - - - - 5 5 45 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A. Tj ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM � S,S,�, Accordion Shutter System . -�- RV.BLADE#1 W1 OR W/0 H.V.WINDOW BLADE Tk:�l American Shutter Systems LV• DFSLRIPIION GATE DRAWN er: M.L. .0; �7!- TILUT TESTING & ENGINEERING COMPANY 9•, STATE OF 6355 N.W.36th.SL.St,.305,VHi(,4/l0 GARDrNS.E10RIR4 3316C Association, Inc. 1 OLD 11-182 4/13/15 DATE: 4/13/15 0 Phone:(305)871-1530.Fa, 4268(305)871-7531 4268 Westroads Drive z DRAWING No $�E�,•. RIU .\�k\�` 6- 11:EB-00a67C.-nn West Palm Beach, FL 33407 3 1.5-085 '''�.s/ANAL EN�'.�•�� WALTER A.71UJT Jr.P.E. 4 P.E. SEZC VGHAVOK /DATE nORDA Uc.@44767 6 SHEET 6 14 OF 20