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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 FLORIDA 09PARMONT, BUSL �{ Uf ' Reptation, 1 HoMa Departmeltof BCIS Home I Log In ; User Registration ! Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search Busines ) Professi,nal ` �:!USER Publics Use, Regulation Product Approval Menu>Product or Application Search>Application List,>Application Detail • FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Ci Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Wi 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 12/31/2017 Validated By John W. Knezevich,PE C� Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf 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 hqp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 8/10/2015 Florida Building Code Online Page 2 of 2 • Product Approval Method Method 1 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.15-086.1)df 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. DRWG.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. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 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.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 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 II.A.S.S.A.INC. DRWG.157084.1)df 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.A. INC. P.E.R. DRWG.15-084.1)df for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an ANEEO employer.Copyright 2007-2013 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 emails 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: ® cthzc! ©- sccuritvm 1'l'm(', http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 8/10/2015 p 370 FOR WINDOW BLADE® VARIES 1.915• 1.491" a Zgti •ipn ���• Vie' o `ao Max. �a 1.200" 0.454` p O .D9 i3 N N 4.371 4.385" 7: 4.857" 4.999' m BS 1 HV SOLID BLADE -375• �" �' O5 V 90•f 180• STARTER 0 3OHV UNIVERSAL_MATER COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ QUALIFlED FOR USE W/ HV BLADE 1Q ®HV DIRECT MOUNT HV BLADE G) 1� HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ Hv 8063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE (a ON SHEET 19 BLADE 37.' p 6063-T6 ALLOY A TEMPER .12 " 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 085' �• 70' ��O 2.670" (TYP3556' '0 •) 994• .000' N 670' 2226' M °0 842 4 2 0 op • 0 4.897. q r n ?74� .815` .092" 07 HV ADJ. ADAPTER f UP 4'436' 0.072" 0.07 . y1 , '.920 3.226' QUALIFIED FOR USE'W/ HV ®HY WALK-OVER TRACK ©HV ADJ, FLOOR TRACKBLADES QUALIFIED FOR USE W/ W 9�HV TRENCH TRACK 55" 3.750" 6063-T6 ALLOY AND TEMPER BLADE() QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AKID TEMPER BLADE 01 ONLY. HV RAINGUARE BLADE(� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE 6063-T6 ALLOY A D TEMPER "t VARIES "� 1.936' BLADE(1� 1' 1.915" 0 6063-T6 ALLOY ARD T ' Max. VARIES 1.936' ao 1.91.7" `a "o ax. 0 083' 083' m .083` a .083' .093' .093" m n �-- .100" o n .125" .060 �2q m .060' .060'q n 670 •�6 p• .093" 093"m o �? may. 670670 3.520" 3.529' 670 '2 11 BY CEI HEADER 1® HY HEADERaILL, 9' � O 13 HD CEILING HEADS SILL Q IFlED FOR USE W/ HV BLADE 1 ONLY• QUALIFIED FOR USE W/ HV BLADE 1 ONLY SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HIV BLADE 1D 4 HA WALL HEADER/SILL 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER X T1 COMPONENT A B T1 T2 X Y t XMNYMNt - '" 1" a 2" 2' 0.125' 0.062' 17 2" 5' MAX. 1/8' 1/8" 3" 3' 0.090' 16 2' 5' MAX. 0.192" 0.192" 1� SIDE ANGLES B (�o CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5' 7' MAX. 0.190" 0.190" QUALIFIED FOR USE W/ HV BLADE 01 QUALIFIED FO USE W/ HV BLADE 10 60&3-T8-AiL01-AND TEMPER BLADE�-0NLY. -® 2--5'-MAX:-0.139"-0:131` 6063--T6-AT6 -AND TEMPS 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High Velocity Nur1 111 I!p ©2015 EASTERN METAL SUPPLY N.TQC(/T BERTHA H% /�m ECO S S A Accordion Shutter 1 N G. A■ ■ ■ ■ KV. BLADE ff1 W/OR W/0 KV. WIND *= American Shutter Systems IEV. NQ OESCRIPRON DATE DRAW TILLIT TESTING & ENGINEERING COMPANY STATE CF ::z 6355 N.W.360 SL.SL--M.VIRGINIA GARDENS.FLORIDA 3315 _Association. Inc. t OLD 11-192 4/t3/ts DATE Phone :(305)871-1530. Fax:(305)871-1531 4268 Westroads Drive z DRAT FCDs ��� a- 61:67tecocaol.eom West Palm Beach, FL 33407 3 ..........ION .. G �RR)A Lc. 44167 EB-0006719 �OPIALP�� WALTER A.T1u.rr Jr.P.E. s P.E. 5� 1/Gi6irll�Y'��E/DATE 6 SHE 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 ED810N)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHAM NOT EXCEED THE MAXIMUM (ALS.O.) 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 SHAD.BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA•i: HV BLADES Ci & BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 36 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS BE USED IN THEIR. SYSTEM COMPONENTS 1-20 ANALYSIS. )HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 • TYPICAL WINDOW BLADE&WINDOWDOW DETAIL -HV BLADE 0 #0214.01-03, 00715.01-03, $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=1886 AREA 2: HV BLA)F(D AND W WINDOW E AND E-1996 STANDARDS(MISSILE LEVEL D. WIND ZONES 1. 2 &3) & #1220.01-10 AS PER TAS 201, 203 &203 PROTOCOLS LARGE MISSILE HERE APPLICMR-LE-) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVE. 0, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS INSTALLATION DETAILS A-F, CONCRETE/BLOCK 2. HV BLADE 0 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 3.BERTHA H.V.ACCORDION PINS (HV SCREWS). USED'AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x275'AND#14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV STAINLESS STEEL SCREWS WITH 135.0 kai YIELD STRENGTH AND.180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV 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 ksi AND 35.7 kat FOR END CONNECTION DETAILS 1-6.,CONCRETE/BLOCK 6005-TS ALLOY. MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE& BLOCK 5.ALL SCREWS T0.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 kel MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD HV BLADE(j)&® WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S-X, WOOD END CONNECTION DETAILS 7-12 & X. WOOD -8.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. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: W WINDOW BLADE CtA1 C ALL SHUTTER COMPONENT EDGES WHICH RE)MN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION 10. EACH UNIT MUST BEAR PERMANENT LABS.IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL HV AND ND CENEERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE In 01 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATE)ON A READILY VISIBLE•LOCATION AT ACCORDION SHATTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (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 USE[ L THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF F (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL SEPREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.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.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. nu FLORIDA BUILDING CODE(Non High Velocity Hu ER A. � ©2015 EASTERN METAL SUPPI BERTHA 91 *: 0•- - tL E C O me. A■S.S■A■ Accordion Shuttej FAV. BLADE#1 w/OR W/O H.V. WN AimeNcan buffer Systems ZEV.N DESCRIPTOR DATE I DRO ` TILLIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/151 IML ��.. OF,.• •' 6355 N.W-36th-St,Ste.3D5.WtGDAA GARDENS.FLORIDA 3316( Phone:(305)671-1530. Fax:(305)671-1531 4268 Westroods Drive 2 DR iii iS'�i •. C ('��4��\ e-mail;hlteco®aol.com West Palm Beach, FL 33407 3 WALTER A TILL1r1Jr. P.E. 4 P.E. SEAC�S�I�ISdTURE/DATE FLORIDA Uc. B 44167 5 SF 6. 4.576' 4.660' 9-2-9-' 45�. 1/4=20 CAST 2.293' .746" 2.293 0.334" HEAD THREADED HOUSING ENAMEL lle-20- K293' ED Sau-S. MANED'PAINrED THREADED DIE CAST (2 7W.) "SMOEMDIAM E4 r't R C4 C4 875- .318 BRASSCTUNVER &KEYS(CHROME ENTERMATE BY CENIERMA—TE QUALIFIED FOR USE W/ HV BLADE(D& 0 ONLY (I HYMMING C' HV LOCK 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ W BLADE 1 & ONLY .02 QUALIFIED FOR USE W/ W QUALIFIED FO I 6063-T6 ALLOY AND TEMPER LER CERIERMATE BLADE(D& &ONLY BLADE(05 2-R'N ' RLA FOR USE W/ HV BLADEO ONLY 250"O.D. 2.87 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 1.756" 9M01DED'TO hn 4.045" SCREW 2.079- 1.753' 1-2 6 0j JAL 75. .06 0 0BEFORE V .0 1/471-20 X 3/4" S.S. THUMBSCREW o nJSA m *SMS 9444 ALUMINUM(2024-73 AHOY} SHEET NOISERT. PAW f 0820.AS MANUFAM MW ELEVATION L CENIgRMATE 4Z66* CHERRY TO(TORN.PARSIPPENY,KV JERSEY -LOCKER FOR nT" LOCKV MALE "T LOCK ---LE I-E ERMAT QUALIFIED FOR USE W HV BLADECI)ONLY HV ALTERNAT ALLOY/ HV FEMA --7r LOCK CENTERMATE 6063-T6 AND TEMPER QUALIFIED FOR USE QUALIFIE USE W/ QUALIFIED FOR USE W/ HV BLADE(DONLY QUALIFIED FOR USE W1 W BLADE MONLY R1 ONLY, 6063-T6 ALLOY AND TEMPER, 6063-T6 ALLOY AND TEMPER- W/HV BLADE(D ONLY. 1.917 1.917- 3.161 R i . -0 o 063" W 'N-THUMBTURN CYLINDER OR U) .21 . 063' .062 M CYLINDER w 214- .545* o 0.875'Mn. tS7lENn ING 0 7 .40 1 125*Max. ND CENTRMATIF W/ IQ ROD HD CENTERMATE Wj LO r ROD QUALIFIED FOR USE W/ W BLADE & (A) QUAUFIED FOR USE W/ HV BLADEQ)& 0 0 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER M) CWTE'S TERMASE 804" VARIES, 12-MIN. b QUALIFIED FOR USE W/ W BLADE Q)& (9 4#4 N 1/4*0-20 aS.OR 3/814-16 6063-T6 ALLOY AND TEMPER ACETAL 7HUMBSCREW-S (SW DErAMS) :LI/2- go 0 *15! 1--57 Min 1.78'Max. (9 LOCKA LOCKING ROD '/4!*0 QUALIFIED FOR USE W1 W BLADE 0 4 :�I 37VOCK� 61 UP L Ir-Y -6065-T6-ALMY-AND-TEMPER- ACETAL (S-t By ZO AISI 304 By REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT !@INSTALLATION WILL REQUIRE A 7/16" HOLE ]BUMBSCREWS ERIES�--&;S—MU r IJAU El E D-IDO R-USE-W/-BY-BLADE-(D& @ DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED Fqkj\%VV!!4yqjyy BLADE 1 QUALIFIED FOR USE W/ HV BLADE(1) FLORIDA BUILDING CODE(Non High Velocity Hur ......... 2015 EASTERN METAL SUPPLY. .. BERTHA HV I Accordion Shutter ILIECO .NC. A.S.S.A. KY. B!"#1 W/OR W/O KV. W 'CC= I TILLfr TESTING &-ENGINEERING COMPANY AmerTaan butter Systems V.NO DESCROMON DATE DRAWN Association, Inc. I OLD 11-192 4/13/15 DATE., 63W N.W.36th.SL,St.305.VIRGINIA OM ENS.RMM 3316 Phone (305)871-1530.Fax: (,305)371-1531 4268 Westroods Drive 2 DRAW e-mofl:b1tec000006719 l carn West Palm Beach, FL 33407 3 EB-00 to ji WALTER k'TILUT Jr. P-F- P.E. S L SIGNATURE/DATE FLORIDA Lic.f 44167 5 SHE 6 3 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 3/6"0 12'MIN. CE 41 TO BLADE P Q HV BLADE 1 �ji E E 1A 1675" o TOR FIV .0625 WINDOW BLADE .0625" sFcn°N x—x ® j .=s HV BLADE 1A a• BLADE'S .1675' Y ® HV LONG RECESSED NYLON BUSHING ¢o I n KNUCKLE(TYPVOPEMN 080.0625"HV SHORT RECESSED NYLON BUSHING3a ) n o_o I I FLAT PORTION R1.7 O�j 4� HV NYLON HAT WASHER (DOR ® i ry h LL I e DR 3 ® al HV WHEEL CARRIAGE AISI 302-303 SERIES I I a 4y 40 ��mz. o" 0.870'x3/16" THICK NYLON WHEEL 3 I i ( ' a 2 7/6"MIN. r� I Hv wlrlDOw 0.188"0 ASI 302 SERIES S.S. RIVETS 7 i 315'0 SEPARATION .0625" 03.00 3.7500 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR o OPEN NGS OBLADE N 3T/E4R5 SECTION 625" ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 4 " 0 X14 "{Id` tD CL4" .7500' I I EXTERIOR ELF.VATfON ® POLYCARBONATE IMPACT RESISTANT HV WINDOW Bv"�d TYPICAL HV WINDOW BLAD I I 39 ! 3 POLYCARBONATE HV WIND( ' (DOR ® 7 ® OF t` i N.T.S. 3 (SEE NOTE FOR hEQU1REMENTS) I , i 1D OR j *POLYCARBONATE IMPACT RESISTAN' BAYER MAKROLON 3103 POLYCARI RESINS, UV—STABILIZED GRADE OF >fc W PIN REQUIREMEMB AT EXTERIOR BLADE KNUCKLE FORY I 1To GLADE B ME INNOVATIVE PLASTIC LEXAN 103 R ° �� I I Q OR ® i I (SEE NOTE "F" ON SHEET 19). o i lIl (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR N a o � BOTTOM KNUCKLES.OF HV ACCORDION SYSTEM W/ HV 10 ORi' POLYCARBONATE SOURCES FOR HVt� BLADE. EXTERIOR TYPICAL SHUTTER ASASSEMBLYrom PROPERTIES ST eau PLICABLE „�„� N.T.S. HV PIN®2 (2) HV PIN MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR RESEPENCE i „w EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 00.324" BLADE'S *C FOR GRAVITY ASTM D792 0,043 IbA. 0.0, BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (SEE NOTEE ro _ .048=II- 3 I REQUIREMENTS) .SLE YIELD STRENGTH ASTM DIM 9.00 g—L 9.5 TYP. FLEXURAL STRENGTH AT YIELD AST"D790 12,600 PA-L 13,40 (3) HV PIN ® OR @ W/ 1/2" O.D. 1/16" THICK S.S-. WASHER g" i ! I FLEWRAL MODULUS ASTM D790 3MG00 P.s.T. 345,0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8> °j� I I f AWAM- SHEET ©O I FIRE MI ING ASW 0236 18 Fr–Fr–ib/in n/ Fl BLS"=•"'c"c"C& SMOKWHEEL CARRIAGE DETAIL PATE GE BURNING DENSITY ASTM u o6633s5 o-;CLASS C- N.r.s. ASSEMBLY LAYOUT N.T.S. SELF IGNITION AMM-D1929 1040 F 981 WENTHERM ASPM G155 TENSILE STRENGTH AFTER WEATHERING AM IRM 9302W. 85 -i) -V—BL-ADE—SO-SOLIDL-ID—&—a—H-V—WIND-QW—BLADE—D_ETAI-LS "E BEFORE"�""°""° ASTM 638 6,6'°''• as N.T.S. I FLORIDA BUILDING CODE(Non Nigh Velocity Hu R A. Tj�'%,, ©2015 EASTERN METAL SUPP �P •- cEN''��r�',,, BERTHA H IL E C O �Nc. A■S■S■A■ Accordion Shutter HI MADE#1 W/OR W/p KV WW TESTING do ENGINEERING COMPANY American Shutter Systems Ey.N DESCRIPTION DATE DR TILLIT Association, Inc. 1 OLA 11-192 4/13/15 DA Al E O� 6355 N.W.36th SL.so%305,VIRGINIA GARDENS.FLORIDA 3316 O 4268 Westroccls Drive z Phone (305)871-1530.Fax:(305)871-1531 DR E`••. ORIpP �� e—mail:tateoo®aol.com West Palm Beach, FL 33407 3 L WALM A.nLL 'ITJJr.r.P.E. EN P.E.�`�&f(518 URE DATE FLORIDA ua• g 44157 a SI ®' °Aom@m 5 ©o�oa gyp' +®"' .a *NATES ON HSS AND CENTERMATES; 8 O D v+E�! N N S S U @� +@� y� 1.MANDATORY CONDITION J1: ONE HV LOCK 8@ or`EJ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR OR 12"ABOVE OR OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 145;AND FOR INSTALLATIONS ELEVATION. HV LOCK or g MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO @ OR C84TERMATES W (2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS IN Oae®or TYPICAL SHUTTE�i ELEVATION. 16 na 2. ( IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP T LOC R MAY BE USED AS AN INSIDE OR FORMOUTSIDE LOCK. CONNECTION OF LOCKS TO OR ® SIiALI BE AS INDICATED ON NOTE (1) ABOVE we - LOCATtdN dF LOOKS SHALL BE AS INDICATED ON,TYPICAL SHUTTER ELEVATION. N RV 3. �I ° 49OR9oR4r 2 15 USED W410 HV. LOCKS),• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, E USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �B 4.MANDATORY CONDITION i2. ONE HV LOCK SHALL BE USED AT CORNER CENTERMATES FOR W AND INSTALLATIONS AT ANY ELEVATION. HV LOCK Or®SHALL BE USED AS AN OUTSIDE OR INSIDE txc Nt�-FIVC ATTACHED TO 0CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKIN. AT TOP & BOTTOM SWILL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, ° so® o 5I)ITION #I VALID ONLY FOR LW go j%Z-SYMMEMICAI 0 4«S g F ONE ALTERNATE W LOCK MAY BE USED 1N LIEU OF HV LOCK 0 or q§FOR ANY SPAN. IN TIONS AT ANY ELEVATION. AL ERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LACK. A OF 1%4'0-20x3j4" S.S. THllMBSCREW TO®OR @ CENTERMATES SHALL BE MADE W/ 1/4 0--2ox3j4" F 1 A RIVNUT AS SHOWN ON SECTION WE, SHEET & ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANDATORY 0OND111ON 12 FOR KEYSTONE MOLINTING MffA L AIMN_- ONE HV LOCK 0 or @ or� USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR S TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK® or®or @ MAY BE USED AS AN INSID SEE END OUTSIDE;LOCK, ATTACHED TO Q or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FIAT CONNECTION M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS DETAILS ON D P E N 1 i K L Al P O R V w X OR QI TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS 10 & IS TYP. FULL HEIGHT. i1 HV "T" UQC S N RUNrtr:o OF CORNER *NOTES ON ��, D CENTERMATES: 1. SECOND ND CENTERMATE T"ONE ALTERNATE HV ' LOCK 0 MAY BE INSTALLED IN LIEU OF HV LOCKS ®OR MAMQk=LCONDMON#11 -VALID ONLY FOR W-T-LM 0 FOR ANY SP INSTALLATION AT ANY ELEVATION. ALTERNATE LOCKY BE USED AS AN INSIDE OR OUTSIDE LOCK.I11T OF LOCK ® INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, WHICH CONNECTED TO CENTERMATES @ AND @ W/ 1 j4 0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8*0 WINGNUT OR W/ 1/4"0-20x1' S.S.M.S. INTO A 1/4'0x 5/8' RiVNUT. LOCK MAY BE INSTALLED AT MIDSP �� MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. O t}11 + , oR 1 g+ g Oe 1 + yc ���_ES: TYPICAL 1 HV BLADE SHU�TTER�EL�EVAT 1.*NOTES I=QJ..N��� CO T..btt,.,G' : ONE ALTERNATE HD LOCK 30 MAYBE USjDl. HV LOCKS(23 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION:ALTERNATE HD LOCK®MAY N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 0 TO @ IS W/3 #8 x 3/8' F.H. SS.M.S.. REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HD8—HVB AND HDC—HVC, SHEET 10. LOCK MAY BE I _ MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LACKING RODS @5 IS COMPLETELY OPTION FLORIDA BUILDING COD ( an igh Velocity A. Tt1L jT. O 2015 EASTERN METAL S BERTHA A■ � ■A■ Accordion ShutH.V. MADE#1 W/OR W/0 FIV.hutter Systems EV. DESCRIPDON DATE TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 STATE QF :��„ ssss N.w.3sa,.stn St-.JDS,41RGINi�t cAaOENs.FtOR+DA 33161 '% �`'• ORI Phone ; (30.3)871-1530 . Fox:(305)871-1531 4268 Westroads Drive 2 '�i�t��*' •.... ..•• \��.+� t`m®�006719 corn West PcIm Beoch, FL 33407 a DRAWI WALIEN A.purr Jr.RE 4 1 P.E. SEAr�f1t3i 'JtRE/DATE FLORIDA U�. t 4a1s7 DSHE 6 5 POURED POURED NCRETE ANCHORS POURED CONCRETE CONCRETE (SEE SCHEDULE ON OR CONCRETE BOCK 1/4"0-20x3/4"S.S. REQUIRED SHEET 13} CONCRETE ANCHORS MACHINE SCREWS REQUIRED REQUIRED (SEE SCHEDULE ON W/ 1/4"-20 CONCRETE ANCHORS ]7 ]8 A FDR ONE($a MOUNTING®ON$NEEP 7) SHEET 13) NUTS ♦ 12'O.C. (SEE SCHEDULE ON SHEET 13j 1" -- - Z OR] Min. 1 4 0-20x3/4'S.S. Win. EQ EQ CHINE SCREWS Q Q - -- USING 1/4"-20 NUTS S/ --- ]9 /2" 1 2 --- 0 12"O.C. - .250'Mox. _ 13 OR ]rJ - ]3 OR .250'Max. ED 1 rf r rf i f OPTIONAL I 1 1 i PTIONAL f r UK SWARMON t 10 am aAnEmAf97 I 1 OR ElOSTING 9fEfT tY FDR 1 I f EXISTING MIN. SEPARATION TO GLASS GlA5S— enDt'mk® { i MIN. SEPARATION TO GLASS ( ' ] CLASS (S SCHmtlLE ON SHEET 17) r r t `(SEE SCHEDULE ON SHEET 11) ` EXISTING � f f ® BY WALL HEADER INSTALLATION G � HV WALL HEADER INSTALLATiON d HY WALL HEADER INSTALiATION + KEYSTONE EXISTING MIN.SEPARATION�.�'� 1 1 O GLASS (SEE SCHEDULE tlNTSHELT 11) e i I ] OR MIN. SEPARATION TO GLASS ' 1 EXISTINGi�_- i Tri 111 t ON dao®AND i i`(SEE SCHEDULE ON SHEET 1 S) GL i f r �NLASGS OPTIONAL r r r r D. i t 11i1 * -_ I \ I f1t f r i OPTIONAL i it r r� 2/4"Max. E II ]3 OR D. _--- b -- ]s 1/ 13 OR ]$ Q EQ ]Z OR® 1. ___' 1/4"0-20x3/4" S.S. Min. E PHILLIPS TRUSS HEAD 1/4 4-20x3/4'S. ]7 OR]$ MACHINE SCREWS USING CONCRETE ANCHORS OTICRETE ANCHORS 1' 1/4" 2'-2q NUTS® 1O.C. (SEE SCHEDULE ON TRUSS HEAD MAGE POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) W/ tI4'-24 HIM OR CgNCRET£BLOCK OR CONCRETE BLOCK WALL REQUIRED (( NCREIE ANCHORS REQUIRED BY.SNA!!_ I INSTALLATION POURED CONCRETE SHEET 14) HV WALL SILL INSTALLATION OR CONCRETE BLOCK Qr WAU REQUIRED d HV WALL SILL INSTALLATION NOTE FOR(;,OM WA110N OF SECTIONS- I-S££SHEET 4 FOR TYPICAL SHUTTER # E D. - EDGE DISTANCE — INSTALLATION DETAILS W1 ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR '-- H V -BLADE gklN11NGEGfTDNS-EAN-BE60MBTNEO (SEE SPECIFlCATIONS ON SHEET 13)_._ „HtADEON SHEET S8 IN ANY WAY TO SUR ANY INSTALLATION. _ LL►"u"t FLORIDA BUILDING CODE(Non HighVelocity Nu gv "\ ..:•. �/T'7�. 0 21115 EASTERN METAL SUPp EnrBERTHA H' = = /mIRIEC0114c. A■S' .S.A. Accordion Shutter KV.GLADE#] W/OR W/O KV. Wt G 305.YERG W fF� American Shutter Systems N DESCRIPTION DATE PR -o SAT O 7 TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4f13jt5 011 +"'�••. •:`Q.`� OMN.W.36th.St,Ste-305, NiOENS,FLORIDA 3316 Phone:(305)871-7530.Fax : (305)871-1531 4266 Westroads Drive 2 ••....-• e-mail:atecoamIxonn West Palin Beach. EZ 33407 5 DN s�4NAL E��+���* _ EB-0006719 ttttt7N IN111ty C.#44157 g P.E. SEAL���U�NATURE/DATE FLORIDA LISI 6 POURED CONCRETE ANCHORS MI+-SFPNUTxIN 1 1 1 OR ®� i 1 1 ' I-� i MIN roS�GN 1 I r CONCRETE (SEE SCHEDULE ON SHEET 13) 170 GLASS(SEE I I I I- SCHEDULE I 1 1 1 EXISTING I r I 1(� 1111 ON 11 1 REQUIRED EDGE OF �i 1 EVADE m 1 GLASS—j UX SEPARATION 11 1 i , 1 7, SLAB ON SIM i6 FOR 1 1 YO CLASS rIt D. AP UP CpBRLE EXISTINGS EvnFsma�� r d• r(SEESamUrS c 1 i 1 I I 9 rl \ oN s FEN u) \ 1 1 1 11 1 1 1 1 1 1 11 , 1 1 I ALTERNATE I r l 1 1 I 1 1 r 11 EXISTING 1 1 I ANCHOR 1 1 1 LOCATION i t HII t II 1 1 1 1 #10x3/4` HEX WASHER HEAD I 1 OR 3 oR 15 i 3/e'NIN. TEK SCREWS ® 12"O.C. i 8 I i 3/8 NIN. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E 1 1 1 I 1 i 1 EDGE OF 1 I 1 , IL, SLAB IF EXISTING I 1,I 1,i EDGE OF—•'1 �I APPLICABLE GLASS� I 1 SLAB.IF 1 /1 r 1/2 1 LGE SLAB I F . I WK SEPAPMON ,1 1 APPLICABLE ,q, q. APPLICABLE POURED POUR L FIAT HEAD CONCRETE AN 1 70 ClA4 , F. D. CONCRETE SEE SCHEDULE ON SHEI CONCRETEJ-{SCHEME E �U�® 1 � POURED REQUIRED RED FLAT HEAD CONCRETE ANCHORS REQUIRED orE SHEET 19 F1Yi 1 1 OR ® CONCRETE D (SEE SCHEDULE ON SHEET 14) IUDEsma® REQUIRED . D. li .TRENCH INSTALLATI VAUD ONLY FOR UP TO +70, -75 1 (I HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING & FOR SI ® HV FLOOR INSTALLATION f SCHEDULE #3, SHEET 11 © HV CEILING, INSTALLATION ousnNG NN.SEPAMTION GIA55-� To GLASS 1 CONCRETE ANCHORS (SIE SCREED 1 wN.S.ARA. t I 1 O (SEE SCHEDULE ON t/40 IiW BUIIM Tom.W/ ON Mw 11) IF•--(SEE,EarrlEr 1 I I 1 SHEET 15) AWANCm 7NIafADFORN I ON SHEET 11) I s IXISDNG_j 1 r 1 I I G 1 1 1 1 (�(ISTING iFFJa+OCGGr OR 1/4-0 PowERs EXISTING I J LASS--1 FASTENERS TAPPER+NCHM W/ GLASS—i ♦ NIN.SEVAwmoN 1G / GLASS —1(�SCHIDU�LE @I WWI 1 1 1 1 I t J 4 IAN.QdBE11ALENT®6• (SEE SQMXI E ON 11) 1 7 1 O.C.FOR UP 70 6'-T SPAN AND I 4.O.C.FOR SPANS LARGER 71,M r•1 0 I I I I 1 i i 6'-0'UP TO 8'-0'NAX PPPLY r'l L 1 r )/4" I 1 r SEALANT AT EVERY FASTENED()ffM 1 I I I 11 I �MAx. 1 (TYP.)(SEE NOTE it ON SIR 11 w i D.* 111 1 1 #10x3/4' HEX E. I FIXi wlrrAnOR 15DANT.sEa1ANr L 3 1 6 WASHER HEAD 1 I I W 1 I NW. I TEK SCREWS 11 I1 111 0 12` O.C. 8 11 11 11 J.^•. Iy 14x3/4" HIX HEAD I r �- 1V8'/ I, 1 •: 1/47¢ TEK SCREWS 0 9`O.C_ - --- _ •'•�•*: a..•: t OR 1/4`1D-20 S.S. M.S. i CONCRETE ANCHORS n _ _ 6 +O 3n ®1 9x3/O4 CS.D.S. _- - 1, 1 Mak.. °-�' a A 72 W/NUT 0 9"O.C. i (SEE SCHEDULE ON oasn"E I SHEET 14) „ . t 7 OR 18 1/2' 1" 7 R 18 r, .1`J 2.OpMIN.`i WALL T7 1 I EDGE OF I1 1 SLAB IF 14x3/4" F.H. S.D.S. 'C, MIN::.'•,.,':*.. : POURED CONCRENE TNI 1 7 8` 1 7/8 r APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) EE9NOTE 13(b) - _ .d .p. REOUHim D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE ON SHEET 1 '�•� %•�'•''.' p, OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED REOUIRED Q)KEYSTONE MOUNTING INSTALLATI oPnoNAL POURED O HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM A.S.D.DESIGN PRESSURE:+84,-72 ar CONCRETE MAXR,NM SHUTTER SPI 8'-0' REQUIRED HV RAINGUARD INSTALLATION fTHIS INSTALLATION SHALL BE ate: NOTE FOR COMBINATION OF SECTIONS: tREMOVABLE WHEN PERFORMED ' E. D. EOGE DISTANCE ADJACENT TO AN OPERABLE EXITSEE UM ATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPEIFICATIONS ON SHEET 13) OR ENTRANCE BLADE UA ON SHEET 19 _ -_INSTALLATION DETAILS W/ O HV E -ASSEMBLf 2- MOUNTING RO�CAN BL "L N ANY WAY TO SUINSTALLATION. FLORIDA BUILDING CODE(ban High Velocity HL ©2015 EASTERN METAL SUPP A:.Ot t/ BERTHA H' �, .. . ✓. �\GENse AmS.S/A■ - I L E C O �N�. Accordion Shutter H.V. BLADE#1 W/OR W/0 H.V. 1Mr * TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems .N DESCRIPTION DATE DR -o'• `STATE OF ::' 6355 N.W.36Ur.SL,Ste.305.VIRGINIA GARDENS.FLORA 3316 A3SOCIatiOnF Inc. 1 OLD 11-192 4/13/15 DA 4268 Westroods Drive z Phone (305)671-1530.Fax:(305)871-7531 DF . R ���\``��. e-mHORLeOcocooT.00m West Palrh Beach, FL 33407 6719 4 1 /0NM-�(„r�` WALTER A.TILLIT Jr. P.E. 5 SI P.E. SF�IVSI9M -URE�DATE FLORIDA u°•s aa167 6 SEE NOTES ON LOCKING RODS W LOOM Q or OUT sir i N r —EXISTING GLASS INSTALLATIONS W1 In HV AND ALTERNATE W LOCK @ ON SHEET 5. **BLADE SLACK DL7.VL I-W IS V91D FOR ALL BLADE W/ HV Q NTERMATFS CENT5WTES APPLICATION WITH MADE(D OR @OR@. OR (2� EXISTING CLASS SEE EN WAIJ-CO DETAILS ON S 2'x2*xl/8*.O*-2 - ————————————————————— —————————————————————— (6083-Te @0R @-@.R@-@ 3 1/4- 7- 6 1/2' 7- ANGLE W/(2) lj�' ANCHORS CONCRETE OPPOSING SYMMETRYCAL lk CENTERMATES W01OX1/2-iZ*�PZIBE OlOx-31V S.M.S. ® 12" CENTERMATES MIN. AT EACH ANGLE. D.C.FULL LENGHT. HV LOCK dWgr 657 Wj HV LOCK 6 o kf (SEE TO !N 5 W7I N ON - -—-—-—-—-—- -—-—-—-- —-—- 1. OR 2- 1/2' + w 0\(W 03 OR + +o- aR @OROIR@l @M@);67 @—. jz HVA D NVB HVQ @ +@. POURED @ +@—!!j EXISTING GLASS CONC EXISTING t @.@+ - ?L——————————————— oo-@-@- - F REQU @-@-@ I — CLASS + + +-57c�— F 8 @..@+@ORO+@ k-EXISTIN SYMMETRICAL 6 MIN. SEPAMMON OR GLASS CENTERMATES @.@ON&@0.@+@OR To GLASS 5 Op W/ H-V LOCK (P (SEE SCHEDULE GLASS SEPARATION @+4 IN ON SHEET 11) TO GLASS (SEE ON (SEE SCHEDULE E OPTIONAL ON SHEET 1 (INTERIOR) CONCR ---—-—-—- ANCHORS 0 161 O.C. 03 VARIES 3 90, OUT OR rn-A 6 1/2" MAX. SLACK (EXMUOR) H-V- HVF** BVD FLORIDA BUILDING, CODE{Han High Velocity Hurri (9)2015 EASTERN METAL SUPPLY, e, A.S.S.A. Accordion Shutter N BERTHA HV 11LIEC011mc, F butter Systems KV. BLADE#1 W/OR W/o KV. W TILLIT TESTING & ENGINEERING COMPANY TEV.fit DESCRIPTION DATE I DRAWN STATE OF 6355 N.W.36th.SL.Ste.3M.VIRGINIA GWMC4 FLORIDA 331 Association, Inc. I OLD 11-192 4/13/t5 DA71 Phone- (-305)871-1530. Fax: (305)871-1531 4268 Westroads Drive 2 — DRAWL OR11D....-* all.IfftecocooLcorn West Palm Beach, FL 33407 3 ....... EB-0006719 WALTER A-TIUJr Jr.P.E. 4 15 L DATE FLORIDA Ur-#44167 5 EE 6 8 ALTE NATE INS ALLA N WAY SOT" LOCK 0 NV ALE FEMALE "T" LOCKS CENTER g & LOC ERS W1 V BLADE SEE END CONN t tthu ncru� O,u cueerw� `�s` is INSTALLATION 1 NV, BLADE OUT 1N �� E>�RNG W/ HD CENTERMATES WELL S SIACK DETAIL A INDICATED ON SHEET 8, O b �•� AS lYE]2 AS UNWETSAL FLOAtiNC 6UDE�DEI'F7L HGO-HVO, - i a a�(.6• as e$�o�1 u� INDICATED ON THIS SALEM MAY BE USED WRN 7W ALTERNA jI 0•�a�,✓`( onH/ii��q� INSTALLATION MAR-IWO SHOWN IN MIS SLEET SEE END WALL S� DIETAILS ON SHEETS 1! • 2•x2 p1/B•xo'- Y`�at�«�mV•V ANOLµdlbx�'>!DGirEi"E (TIPlBInIu)s WI L.--_.---------- wnowp AT EACH ANCIE.(M 11093/4Dr.FLLS.okN 12" -_.__-»----.__.----..--.---_.--..-....-.,-N1g/o<1/x•sJLs.m TTSBE - -- __ ___ :X%5 �, WHV T" PwsIN (4)FRY. 1N (4)H3LOCK (INSIDE) 15 s 7 3{a' PWS5 y 1 --- ----------- TIs g 5 1 2 29 1 f 2 31W OUT 31 oR3 33 31 OR� 3f OR 2 31 * 35 SEE NQTE 6 FOR HY LOCI( 2 1/4" 0-20 x 1 1/2" S.S.M.S. '} 35* (ov11DHA*i.) T•Locx,ON SNEEf 5. * W/ 7/8"0 x 3/32" WINGNUT. (OP1IONAL)HOB--8 oO �j Q--�( 9 HV "T" LOCK (OUTSIDE) 28 SYMMETRICAL HD CENTERMATES SYMtrfETRICAL HD CENTERM, f SERIES s..+ALUMMUM HVG.R W/ LOCK (EXTERIOR) W/ a LOCK (INTFRIOF (ZO24-73 ALLOY)LARGE FLANGE THIN SHEET NUISFRE,PARI'11.082 MAH4IFACRSRED SY AV W CHERRY E. 1 +���� �+A RN,PARSIPPENY.NEW JERSEY 0S 07064 OR EQUAL --- ----------- -----------_ 8 3 VJ *SEE NOW ON LACKING RODS(" &NO®LOCKS ON SFE 1 * uNIVFR5IL FIAAT,NG BL vee DErAR NDD-HW 6 YAW FOR ALL C08ETUVM APPDCARONS WH BLADE ot -- _. FLOATING STACK FLORIDA BUILD) CODE Morn Nigh Velocity Hurr O 2015 EASTERN METOL SUPPLY, `��; �1GENSF••.��'� BERTHA HV _--� 1 L E C O A■ ■f,'■A,■ Accordion Shutter ` H.V. BLADE#1 W/OR W/O KV. VWty _ 4 ��f✓"`*= American Shutter Systems .N DESCRIPTION DATE .)RAW b TATE DF a TILUT TESTING & ENGINEERING COMPANY ASSOCItltlOn Inc. •• "�=. CL 6355 N.W.36th.SR.Sta 303.VIRGINIA GARDENS,MORIDA 3316 • 1 OLD 11-192 4/f�/15 DATE Phone (305)871-1530.Fax :(305)871-1531 4268 Westroods Drive z iiff��s '•... ..C•w�\��.A a-rnw":suroeeo� Rmm West Palm Beach, FL 33407 3 DRAV '/.,,S�ONAL G•i����`` WALTER A.TUff Jr.P.E. 4 1 P.E. ATURE/DATE FLa'A Uc'f 44167 5 SHE 6 POURED CONCRETE POURED CONCRETE OR CONCRETE OR C CONCRETE CONCRETE LOC WALL BLOCK WALL REQUIRED BLOC POURED OR OR CONCRETE K REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS 2" MIN EX CONIC ANCHO EXISTING GLASS Tr __ _ ® 16" O.C. _ —_C MIN. SFPARADON T— 1• 2" MIN. -7 TO GLASS(SEE _ MIN.SEPARATIONMIN.SEPARATION SCHEDULE ON SEE E° ' EQ TO GLASS(SEE 11 FOR ®D SCHEDULE ONTO MASS SHEET I SCHEDULE AD SHEEP 1/16'x'"MAX. ON SHEET 19 FOR 11 FOR MADE SHEET 19 FORR 1/2" , 11 11 FOR BLADE QAND (6063-76 CONT. ��Q& (LOCATE AT ON MW 19 FOR ALUM. CLOSER I BLADES O& EITHER SIDE Q&® PLATE (LOCATE 1/2 OF 5O) AT EITHER SIDE MIN. 1/2" MIN. OF I USE 1" OR 2" MAX. 10x1 2 S.M.S. 10x1/2" S.M.S. (AS APPUCABLE)x2"x1/8"x0'-2" # I/2- O.C. -_--- ® 16"O.C. I -^-_- \ / _--- ALUMINUM CUP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT \ , 4 (1) #10x1/2" S.M.S. TO®& 4 (2)1/4"0 TAPCONS ANCHORS TO rj SEE DETAIL X FO ®� WALL AT 1" O.C. (LOCATE AT SIDE CONNECTION I OR EITHER SIDE OFG)) ) OR 1 OR & SEE DETAIL X FOR 1 OR' ®� TO TRACKS ®„ SEE DETAIL X F° ¢ ® O O O SIDE CONNECTION ©eR®°"©`�a 8 0+ SIDE CONNECTION go @.,0-8 10+®- TO TRACKSm a 6 7 aw 8 0*®°" 10•®°A©• ®•®d TO TRACKS 10•®a°®• ®* O•®^^®+®a®•®«per �'®a®•®�®'®��'® END CONNECTION DETAIL 03 END CgB—NECTION D END CONNECTION DETAIL - END CONNECTION DETAIL 2Q .b REQUIRED ONLY FOR SPANS GR POURED CONCRETE OR EXISTING 4 �EXISRNG GLASS CONCRETE BLOCK WALL GLASS 4 REQUIRED MM.SEPARATION #1 1/2" S.M. --------- TO _--- _. TO GLASS(SEE ® 16" .C. MIN.SEPARATION 5��-_—___—_-_ --^---�� 6 OR®OR 1111 FOR BIADEQ/WD CONC EYE 1/2" MIN. SCEDULE ON SHEET HEDULE I ON GLASS g{� ------______ ------ ----- ON SHEET 19 FOR ANCHOR ® 11 FOR BLADE QAND ______ -_-___ Q OR OR CONCRETE BLADES Q&Q� 12" O.C. ON SHEET 19 FOR - --- - ANCHOR Q cJ BLADES ID ® '- 8" 1 2 MIN. _ 4 O.C. / " _--- '--- _ MIN. ---- EQ - -—'- 6 ORS OR OR 2"MIN. 2"MIN. ♦ SEE LIMITATIONS OF USE FOR VJEW Y BLADE®ON SHEET 19 OR 3 OR�OR 1�OR 5 1 OR & PLAN DETAIL X I OR ' POURED CONCRETE OR ®�©`O°�© 10•®°' ®�®�©•tea®�'°•®� END INSTALLATION CONCRETE BLOCK WALL 0.1@1-0-0-043- REQUIRED ®a®`®�©•®� ©•O•®�©`O•®� 1 HV BLADE OR HV WINDOW BLADE �©•O`©�©`O•®� ®•®�®•O�®•®� CONCRETE OR CONCRETE BLOCK WA L END CONNECTION DETAIL 35 - O•®-p+®a END CONNECTION DETAIL 6 FLORIDA BUILDING CODE Non High Velocity Hurri 0 2015 EASTERN METAL SUPPLY, A'rrkBERTHA HV �CEN9' Accordion Shutter �= IL E C O INC. A.S.S■A■ H.V. BLADE#1 W/OR W/O H.V. WWO American Shutter Systems tEV.N DESCRIPTION DATE DRAWN TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: STATE OF •� 6335 N.W.38th.St.,Ste.305.VIRGINIA GMDFNS,FWR0 331 's�'• 4268 Westroads Drive z ��R Phone: (305)871-1530.Fox: (3°5)871-1531 DRA WI .� a-moil:Ulteeoadol.eom West Palm Beach, FL 33407 3 DNA-��;C.``� WALTER A LLIr1Jr.P.E. P.E. lN}IA�fURE/DATE �RmA uo. s SHEE 6 41,x7 1 MAXIMUM SHUTTER SPAN* "L+" OR MAXIMUM SHUTTER SPAN* 1+- 00. FOR INSTALLATIONS W/ OR -L-- (ft.) FOR IMUM SHUTTER SPAN*"L+- NOTES-. BMtLTEs R L-" or I r (ft.) INSTALLATIONS & @ ore"9 IL INSTALLATIONS W/ W1 ONE H.V. LOCK @ or ® or(a or V1114EIRTA CIENIFf(MATIES CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A XI CENTERMATES @ W1 ONE HV C N W1 ONE HV LOCKS MANSORY APPOSING HD LOCK 0 W/-NO LOCKING RODS (V or or W LOCK orPOSITIVE A.S.D. DESIGN PRESSURE RATING. ONE 'K or I& or 'T" W/ NO LOCKING RODS (5 OR W/ NO LOCKING WALL A. B, L­: MAX.ALLOWABLE SPAN FOR A GIVEN N 0 LOCK W/TWO LOCKING RODS (5 Top & ODS MOUNTING C. D. E, M, N. 0. P, 0. A.S.D. DESIGN PRESSURE RATING. (SEE NOTES tff) MOUNTING F, K & L R. S, & V. BOTTOM (SEE NOTES t,it) (MUD FOR MoUffnNg I@ G IE P SHEET (2) PROCEDURE TO DETERMINE mmimum s 7) N 'A CONCRETE &WOOD INSTALLATIONS 0 CONCRETE&WOOD FLOOR/CEIU G G. H, 1. 11, 1 171 U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FUCOR/C UUMM KNOMUM CONCRETE MOUNTING & M A-U.DEMON -INSTALLATION& WALL MOUNTING FLOOR/C ING PFEMRE WALL MOUNTING DEMON INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATINGMOUNTING RAMG PRESSURE NO & RAMOE FLOOM/CEIUNG Mouiww DETERMINE MAXIMUM SPAN *L+" FROM SCHED FLOOR/CEIUNG MOUNTING OR GIVEN A NEGATIVE".D. DESIGN PRESSURE L 4 (f�t) L- DETERMINE MAXIMUM SPAN 'L-' FROM SCHED (%I�ALL MOLIN71ING L+ (9) L-(ft) _I 1 0 MAXIMUM L+ (ft) L-(it) I,. (10 1 L-00 SHUTTER SPAN "L+'OR 1-- FOR .30 0 L 16'-0" 16'-0" 16*-0- 30 16'-0' 1 16'-0" L30 161-0. 16'-0* INSTALLATIONS INTO WOOD SHALL BE UMffED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL T .. 35 f6 4'-ICr 15'-2* Te -o* 35 14*-10" 1 14'-10* 35 - --2- 109 nsf. A S.D. DESIGN PRESSURE RATING. DETERMINED SPAN BETWEEN "L+'AN 40 13'-10" 13'-10' 14'-2" 15'-2' 40 T-7-2- 40 13'-10" 13'-10;; _ 4 15'-27 (3) PROCEDURE TO DETERMINE MAXIMUM SPq 45 14'-3- 45 13' COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 45 13'-4- HV CORNER CENTERMATE #3 MAY BE USED AT ALL 12*-5' 12'--5" 12'-r 13-71 50 12-5121-51 So 0 12'-3. FLOOR/CEILING MOUNTINGS: 5$ 11-10" — ' ' is-l" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/C IV-1" 12'-Il" 55 11'-10. 11-15;- 55 SHALL BE AS INDICATED ON MANDATORY CONDITION #2 60 ll'-4 11'-4" 11'-7' 12*-4' NOTE #5. SHEET 5. FOR A GIVEN POSITIVE A-S.D. DESIGN PRESSUF 65 10' 10" Iw_Io* 111-1* 1 60 1 1'-4" 60 10,-2 RATING: V I' III*-Ill lo`-lo" DETERMINE- 65 �o-To- 6-5 1 owl I 0-1 0 70 101-v 10-6- 70 10'-6- 10;-_6- 7-0 87-9- �E 9-14ell U+= MAX-'SPAN FOR WALL MOUNTING INSTAL I, '. IT 75 10'-1' lo'-I* 10'-4' 1 111-11 75 101-11 101-11 75 - 81 L 1 -9. L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUR so W-10" 9'-10" 8, — ttEXCEPT THAT MAXIMUM SHUTTER SPAN -L.' OR INSTALLATIONS. 0'- 80 9'-10' 9'�Io* 85 9'-6" N2;17 85 lw-w'AND MAXIMUM A.S.D. OWNG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSU 85 9'_6• 9�S6;' go INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: so 3 91-Y 90 SHALL BE LIMITED AS FOLLOWS- 95 DETERMINE-. 95 9­0 8'-9" 95 9-0 8-9 1 1- CONNECTIONS TO KEYSTONE MOUNTING 100 81-e — — Li­ MAX. SPAN FOR WALL MOUNTING INSTAL 100 W-9. .8'-4- LIMITED TO +64,-72 p.s.f. AND 8*-0' SPAN, SEE L2­ MAX. SPAN FOR FLOOR/CE1UNG MOUNIT 105 105 13'-7, 7'-11* MOUNTING M@ ON SHEET 7. INSTALLATIONS. iio 8'-4" 7'-7- 110 4- W-2- 71-31 !;_�; ­_ 115 ill — — FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TIC 120 8'-o* W�-1 1 115 Ii7-2- 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN -Ll+-. -L2+-, 11--AND -1 120 -0- W-11- 125 7'_10" 125 , 6.-B. (4) GO TO ANCHOR SCHEDULE WITH FINAL M 130 7*-8. .6.-5. 7-101 130 7'-B- ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM AN 1 35 Sp=G. 135 7-7- 5,-2- 13-5 WINIJ ZONE MINIMUM 140 71-5- 51-11, 7'-7- 7'-G-- 1 0 TM E SEPARATION �;Zi;. 40 5, AS —1996 7*--3" 51-9. i;::3;; �z [ I E45 5'-9"__ TO GLASS iso 1 '7'-2- 5'�7- 5 7-4* 7'-0" 150 7'-2- 5'-7- 155 71-0. 51-5. 7:i;; i;:i; 159 160 W-11' T-2" 7'-1' 155 1 THRU 3 6�-7' 160 6--1W-2- 165 6'-10" 51-1. 7'-0' 6'-4"— 1-65 W-10- 5.-1. 170 6!-9' 4'-11' 6'-Si' —6'-2' 170 -6. — -9. 4'-11' 175 e-9" 180 w-9. 6'_0. 1-75 7- 4'-9- 6 4-a* 6'-8- 51-10" 16'-6"0 j;- 4'-8' 185 W--5' 4'-6- 1'-7- 51-81 18-5 61-5* IV-6" (J) HV BLADE 190 6'-4- 4'-5* 6,-6" 5'-6* 190 61-4l V-5" 195 195 6'-3* V-3* 00-1-6 zub 4'-1' 1 rl-V W-l" 205 FLORIDA BUILDING CODE(Non High Velocity Hurri @ 2015 EAMERN METAL SUPPLY, �R Mfr BERTHA HV Accordion Shutter 1, _49 AwS.S.A. KV. MADE#1 W OR W/o RV. WNX TILLrr TESTING & butter Systems ENGINEERING COMPANY IEV.Nc orsca"ON DATE DRAWN ti iaon, Inc. I 6= N.W.3 .St,St..-105.V[RGM GARDENS,FLORIDA 3316 AssocOLD 11-192 4/13/15 DATE: Phone:(306)871-1530. Fox:(3O5)s7l_l53l 4268 Westroads Drive 2 DRAIA 0-MG11:tilt00009OLCOM West Palm Beach, FL 33407 —3 E6-0006719 — ......... 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O ®®onnnnnm®mnnnnnm®nnnnnovmnnnnnnmm�nnnnnnm®m©nno _ ®®mnnnnnm®nnnnonmmnnnnnnr�mnnnnnnn®nnnonnnooM"M=n ' mmnnnnnnm®nnnnnnmmnnnnnn�®nnnnnn�nnnnnnnno©omnnn �1 � • mmnonnnnmmnnnnnnm®nonnnmm�nnnnnn��nrannnnnommnnnn mmnvonnnm®mnnnnnm®nnnnrano�©ononnnnonnnnnnnoo©nnnn • • , m®nnonnnm®non�avnm®ovoionmm�iannnnv®®nnnnnnnoonmonn aaonnonnnm®mnnnnnm®nnnonnmoonnQnv¢•®nnon000m©o©nnn m®nnininnnmmnonnnnmmnnnnnnmonnnnnn�nnnnnnnoo©onnnn ®mnvoranon mnnnnnnn mnnonnnia®nonnn�■n®nvonnov®®m©nnnn mnnnnnnnmv�annnnmm�nnonnn®vv�aoranom000vnon00000®no mor.�vvvvnmonnonon®nnnnonovnnnnnnnvonnvvv000®m©nnn mnnnnonmm�nnonnmm�nnnnnmm�nnnnnmm�nnnnnno®©©nnnn Mmonnnnnomvonn000moovovvvvovonr�rvovvvovvovnmmnnnnn R monnoovomonvonvomnonnoivomnonnnnnasonnv�aonnomm�©nn �ovoQvv�mvQvovvo mAvoovvo�vvavvao�ovvovoniro nomo�ovo =��� MAXIMUM ANCHOR* SPACING On.) SCHEOULE FOR A GItfFTJ MAX. SHTrrt>=R SPAN- SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBST D �!f N NEr6 111E ®TINT MD CORRESPONDING IwJh^ING TYPE FOR COR4 Itcie GP CONCREFE BLOCK INSTilt I NITONS (SEE MOUNTINGS E,G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: j(gE,)WALL ED BLACK POURED OOIIISiETE (A) TO EXISTING POURED CONCRETE (Min.f'e= 3 kali SILL MOUNTING ©CEILING MOUNTING HFLOOR MOUNTING - 1/4"0 TAPCON Oft TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. (Min. �JCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY.(Min. ESIGN NELAINE PAEti911E RAZING SA DESIGN NEGUM PEIES9JRE RAARG DESIGN 11OGM PRFSSiRiE RATING - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min. f'c= 2 ksi) 0 60 75 90 120 16D 205 30 40 60 75 90 120 760 205 30 40 60 75 90 120 160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & 2 10 e a a s 5S 14 12 6 9 e 12 s s 3 12 to e e a s s TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS 2 fo 9 8 a o 6 74 t2 to 9 8 a a 6 m 12 10 9 a e 6 6 THREADFORM TECHNOLOGY (Min f'e = 3 ksi) OR 141,2 70 9 8 a 6 fi 14 12 10 9 a 8 8 6 14 12 10 9 8 B 8 5 ALL POINTS SOUO-SET 14 72 70 9 8 8 6 7 14 12 10 9 8 6 6 6 14 12 10 9 8 a 6 6 BLUE TAP'W/CAP NOTES: 14 12 10 B e 7 55 35 14 12 10. 9 8 a 6 6 14 12 10 9 a a 6 5 TAPPER+ 0.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHO 4•_0. 14. 12 10 9 8 6 6 6 14 12 10 9 a 8 6 6 14 12 10 9 a a 6 55 - ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 lD 9 8 a 6 4 14 12 10 9 a a 6 45 14 12 10 9 B 6 4 3.5 A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUD-SEr ANCHORS SHALL Be 7/8" INTO THE POURED CONCRETE. 14 112 10 9 8'8 6 45 14 12 10 9 1.8 1 8 6 55 14 t2 70 8 ti 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 5.5. MACFIINE SCREW USf�SHALL BE 1 1/2"LONG MINIMUM SHOULD SN 14 12 10 9 7.5 5.5 35 - 14 12 107 9 8 6 6 5 14 12 10 9 B. 7 5 4 ♦SEE Ullf�(At10N5 OF USE FOR 5'-0" 14 12 10 9 8 8 8 6 14 12 10 9 8 8 6 5S 14 12 10 9 B B 6 4.5 ... ON sNEi:T 19 1'MINIMUM FOR WALLS WITH NO STUCCO. 74 12 10. 9. 8 7 4 -' 14 12 to a @ 65. 5 35 14 12 10 a 6.5 5 3.53 A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE E)OSTING WALL 14 12 10 9 a 7S 4.5 - 14 12 10 e 8 8 6 45 14 12 10 9 a 6 4.5 75 ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE 14 12 9.517.516.5 4S - - 14 12 10 9 8 75 5.5 4 14 12 10 9 8 B14.513.5 NOTES A1) &A.2)ABOVE. FOR INSTALLATIONS ON'VINYL SIDING OR E3FS WITH OR WITHOUT METAL STUDS CONSULT THIS 14 12 10 9 8 a a - 14 12 10 9 8 a 6 5 14 12 10 9 8 6.5 5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 12 10 9 7.5 55 3 - 14 12 10 8S 7 55 4 3 14 12 9 6.515.5 4 3 - 14 12 10-1­9-1 B 6 - - 14 12 10 9 8 6.5 5 3.75 14 12 70 B.5 8 5 4 - (B) TO IXISDNG CONCRETE BLOCK: (ASrM C-90) 14 12 6 6.5 55 3 - - 14 12 10 9 B 65 45 35 14 12 10 8 7 5 3.5 3 - 1/4'0 TAPCON OR TAPCON WiTH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W. BUILDER. 7'-0' 14 12 10 9 B a - - 14 12 10 9 8 7 5 4 14 12 '10 9 75 5S 4 3 - 1/4'0 x•3/4'ALL POINTS SPUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW. BOLT& SPECALTY COMPANY. 14 12 10 8 65 4 - - 14 12 9 74 6 4.5 3.5 - 14 0.5 7 5.5 4S 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY RORIDA FASTENERS DIRECT. INC. 14 i2 10 85 7 4 - - 14 12 10 9 75 55 4 - 14 12 9 7 75 45 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED E POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT& 14 11 7 5.5 a.5 - - 14 t2 to 9 75 55 4 - 14 12 s 7 6 4S 3 - COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHOR=VENDOR REGISTERED WITH THE AMERICIW SHUTTER SYSTEMS 8'-0• 14 12 10 9 .8 &5 - - 14 72• 10 9 8 6 4 - 14 12 10 8 6.5 5 3.5 - NOTES: 14112 &S 7 55 3 - - 14 12 a 6S 5S 4 3 - 25 9.5.6- 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4' 14-5-2T-95. 7S 6 - - 14 12 9.5 8 65 5 - - 14 12 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 9.5 &5 5 3.5 - - 14 12 10 9 65 6 - 14 12 8 6.5 5 4 14 12 10 9 8 - - - 14 12 10 9 75 45 - - 14 12 e5 7 55 4 - - 82) MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SWUi BE ENTIRETY EMF3EDDED INTO THE CONCR t4111.517.5 6 4 - - - t4 'r1 7 53' S 35 - - 11 a 55 45 3S - - - EMBEDMENT INTO STUCCO SHALL 8E PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM 14 12 6 65 45 - - - 14 12 a.5 7 55 4 - - 14 105 7 55 6 45 - - EXIST,AND 1" MINIMUM FOR WADS WITH NO STUCCO. 11.5 85 55 4 - - 14 12 9 7 6 45 - - 14 11 7 65 4.5.3.5 - 14 12 10 a 75 - - - 14 12 10 a'6.5 5 - - 14.12 8 6 5 4 - - B.3 IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE IXISDNG WALL 0 10-O• 14 10.5 7 5 35 - - 13 95 6.5 5 4 3 - - 10 75 5 4 3 )ANCHORS SFULLL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHOiTAGE SHAD_BE 4 11. 7S 55 - - 14 11.5 9. 6 5 4 - - 12.519.5 6 5 4 4 NOTES B.1) & B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WRHOL METAL STUDS CONSULT THIS 0.5 a 5 - 14 12 8 6S 55 4 - 13 t0 65 5 4 3 FOR INSTALLATION INTO ENS WITH METAL STUDS SEE SHEET 20. 11'-0" 14 12 10 - - - - - 14 12 9 7 6 45 '- - 14 705 7 55 45 35 - - 2S 95 5 - - 12 9 6 45 4 3 - 9 7 4.5 3S 3 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTU 14 10 7 - - - - - 14 05 7 5.5 45 - - - 1S BS SS 4,5 75 - - - s.5 7 45 - - - 14 15 7S .. 5 - - 12 9 6 4.5 .7 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0" 14 12 10 - - - - - 14 12 B 6.5 55 - - - 13 10 65 5 4 - - - EDGE: DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 11-5 9.5 4.5 - - - 11 8 55 4 3.5 - 8 8 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D.LESS THAN THE INDICATED.REDUCE ANCH 13.5 9.5 8 - - - - - -13 95 6.5 5 4 - - - 05 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - 14 10.5 7 5' 4.5 - - 11 8.515.5 4.5 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 12 - - - - - - 14 115 75 6 5 - - - 1z 9 6 45 4 FACTOR 13'-0• 05 8 - - - - - - 10 75 5 4 3 - - - 7.5 55 4 3 - - - - ACTUAL zs a.5 - - - - - - 12 9 6 45 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON TAPCON WITH ADVANCED TAPPER. ALL POINT SOLID SET BLUE TAP W/CAP a. s - - - - - - 13 9.5 s5 5 - - - - Ds 75 5 4 - - - '1 HV BLADE OR DICTANCE THRFADFORM TECHNOLOGY MIN.SPAC 14'-0' 14 12 - - 14 10.5 7 55 - - - - 11 TIS 55 45 - - - - E.D. MIN.SPACING= 3" MIN.SPACING =3' MIN. SPACING= 3 1/2' MIN. SPACING = 3' 3 3/4' 10 7.5 - - - - - - 9 7 4.5 3.5 - - 7 5 3.5 3 - HV LAD POURED CONCRETE& POURED CONCRETE CONCRETE HOC( POURED CONCRETE& POURED CONCRETE&POURED l E 1.5 a - - - - - - 1l s 5.5 4.5 - - - - a 65 4.5 - - - - - CONCRETE BLOCK MN ELI.=3 1/Y MAN.ED.- 1/Y CONCRETE BLACK CONCRETE BLACK VA E0:=3 1/Y MN Z5 - - - - - - - 12 9 . - - - - - _2 7 45 - - - _ V WINDOW MN.ED.-.T 1RML NUT ak Ea-3 15'-0' 14 - - - - - - - 3.5 10 6.5 - - - - _ D.s a s - - - - BLADE WORKING 3• 1yo 0.90 1.0 0.78 1.0 o.ET4 9 - - - - - _ _ e.5 65 4 - - - - 6.5 5 3 - _ IN UNISON ♦ 2 1/2• 0.81 1.0 ae7 10 - - 0.5 8 5 - - 65 6 4 - - - - 2" - 0.71 7 - - - - - - - 15 85 55 - - - - 9 85 45 - - - - - 1 3/4' - 0.91 - - - 0.43 1-6'! 14 - - - - - - - 2-5 9.5 6_ .10- - - - 10 75 5 8 - - - - - - - 8 6 4- - - - - 6. 4.5 -3- 95 - - - - - - - 9'5 7 5 - - - - - e 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurri \\\ qEA / ©2015 STERN METAL SUPPLY. TIL(/T J ' BENS ' 4 BERTHA HV F -=-� 1 L E C O N A.S.S■A. Accordion Shutter mercan Shutter Systems U. aLanD #R wO OR w/o H.V. VH Ai Y EY.N DESCRIPTION DATE DRAWN �; TICCIT TESTING & ENGINEERING COMPANY STATE OF 6355 N.W.36th.St.St.305,VIRGINIA GARDENS,FLORIDA.3316E Association. Inc. 1 OLD 11-192 4/13/15 DATE. Phone : (305)871-1530 .Fox : (305)871-1531 4268 Westroads Drive z DRAWI . .........OR '�*C a-mail: 0006®ool.com West Palm Beach, FL 33407 4 15 z SIO N A\- \\\� WALTEEB-0006719 A ATILUT Jr. P.E. P.E.�Agpm"ld ATURE/DATE FLORIDA Uc. (�44167 6 SHE c\ .t: \ i .Xt +: hl\ ■ JIM: :\ t Vis. +. \ :111 •;,3,^4�.,„ ::i. :.\t :,,::�'S:�*\+ \ „+ s.lt• tt' +i,,.+i+\ .�I t: +t ;,SIE + \'f: :F+\ a n ' '� I i• ' I,� �t� #���� :\ ■+• :I~. .- �l t .Ian •,x , „ }>,n 1 .a:n 2 r •,>v • ,.r pan . ..y...i M �����������' �����QQQQ�Q©��QQQQQd® •. ! . 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' �• ♦ Westroads Drive a- WALTER A. c F 0��� GENERAL LIMITATIONS ANDCONDRIQNS OF USE nW BLADE ACCO DION SHA G ® ® 0> 0 .0 UMSON WITH W_ WINDOW BLADE a WORKING 1.MIX.A.S.D. DESIGN PRESSURE RATING: +110,– 110 P.S.f. 2. MAX SHUTTER SPAN: 96" S.ALLOWED MOUNTINGSA.D. G&H ON SHEETS 6, 7.AS WELL, MOUNTINGS M. O,T. U&W ON SHEETS 16& 17. f � ONLY CENTERMATTS;21 (�7 (80TH W/L�4 DR 2�)ARE AU.OWE OdIO 5 AR ED IN A SYM CAL OR OPPOSING LA O1 IN.CASE O O QI®aR N CC%% YOUT, MUST BE INCLUDED ONLY AT f7(fERIOR ACCESS SIDE 0 16 oz 0 CEMMMA E' • ! ! ! 1 ! J J J J • TYP. FA ENDS. (A)HV WINDOW BLADE @ SHALL ONLY ALLOW A M/WMUM OF 5 (3"0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4 MAX. 5 WINDOWS n. ♦ ♦ ♦ ♦ • ♦ ♦ 1 ! • J a J (B) MIN. CLEARANCE FRO TOP OR BOTTOM EDGE OF HV WINDOW ALLOWED AT HV y s • OF ANY 3"6 HOLE FOR SHALL BE 12". WINDOW BLADE® ' (C) FlRST OR BLADE COMING OUT FROM STARTERS AT ENDS WINDOW BLADE W �t • ! • • ! • J 'J J J J • J V (D)HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID THROUGHOUT SHUrfWS WIDTH. i • ♦ ♦ ♦ • ♦ a • a 1 1 • J J (Ea CMATES SHAH.ALWAYS BE INSTALLED ADJACENT TOA 50 BLADE 1 AT EITHER SIDE OF THEM. SEE END 1 (F) POLYCARBONATE EN WINDOW®SHALL BE INSTALLED SOT CONNECTION ♦ • • ♦ � a J a s J a a THE INTERIOR OF.THE OPENING BEING PROTECTED. FIV WINDOW DETAILS ON SHEETS ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED 10 & 18TYP. �N INC. FULL HFJGHf. 1Ag�N 6. SEE ANCHOR SPACING SCHEDULE FOR tNSfAl1AT10NS INTO WOOD 1 laity BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(5 M P P 4 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIM 11 11 IL 11 11 11 11 11 11 1 SPAN AND DESIGN LOAD (SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996- (SEE PLAN FOR REQUIREMENTS) D H TYP TOP &BOTTOM V/ aR®aR�6 +� WIND ZONE MINIMUM SEPARATION TO CLASS NUMITED WIDTH u✓ 1 THRU 3 1" ELEVATION MN.SE ON SIE 1D GLASS 4 s 25" EwsrlNc cuss SLE SCHEDULE av SHF;=r 11 FOR MADE G) _^_— AND ON THS SttEEr FOR BLADES®& —————————————————— -----------�=--- 5 TYP.to �� i 1 \\ 4 P. ��acANrETeMATEs 21 ® �\ N� W/O (SE NOTE 4 ABOVE) — I PLAN �\ z1 5 TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1 SHUTTER* --- . FLORIDA BUILDING CODE Non Nigh Velocity Nur— ric ``{{{{{I111111L11//♦//♦ ©2015 EASTERN N(ErAL SUPPLY, I ���•����ER A: r����l�� BERT"A HV A.S.S.A. TL E C O tirNc. Accordion Shutter S Hv BLADE #1 W/OR W/o KV WINDOW * = American Shutter Systems Ey,H DESCRIPTION DATEDB TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 DLO 11-192 4/13/.15 DATE: �0•• STATE np z 6355 N.W.36th.SL.Ste.305,MRMNIA GNMENS,nDIM4 3316 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWIN BRIO r� e–mail:tRteeO®aol.com West Palm Beach, FL 33407 3 L- .. e–mail: WALTER®TELLTT1 Jr. P.E. 4 6 1C'/DATE FLORIDA ua.8 44167 SHE9 Min.1 1/2'x 0.035-THICK INSTALLATIONS W1 (1) HV BLADE & HV CENTERMATES I..ASIM A-653 Min.IG-60 L,,.A-653,GRADE 40 .c INTO METAL STUD WALLS %U METAL STUDS AT to %,: I .I -------------- - 0 6" D.C. 40 41 1/2 75" -w GENERAL LUT 0 S AND CONDITIONS OF USE FOR BERTHA I ..W BLADE. ACCORDION SHUTTER (I 3/4'x 6 1/4"x 0.035*THICK Min.i 443c 430 12 g SYSTEM0 METAL STUD WALLS CONT.GAJJV.WETRACI.IiMNEL. a r*O.C. 6-O.C. INSTALLATION 1 4. C ASTM A-653 SEPARATION GALVANIZED FASTENED TO STUDS -TER SCREWS ON EXISTING FINlSH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (Psf) 2) AS APPLICABLE 2. MAX. SHUTTER SPAN. 84- .1WN/TEM(OR#&6x1E/X2rERIOR FACE WIND Z, ASTM E— MIN. SEPARATION 3. ALLOWED MOUNTING:ALLOWED MOUNTING: MS THIS SHEET. TO GLASS (SEE SCHEDULE) 43 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRL WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2)n35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 f 3/4'x 6 1/4"x 0.035'THICK Min. EXISTING FINISH _j INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF NT.GALY.STEEL TRACK CHANNEL, AS APPLICABLE CENTERMATE. ASTM A-653 GRADE 40 Min.G-60 GALVANIZED FASTENED TO STUDS (2)#6x7l2"TEX SCREWS ON i 43c TERIOR&EXTERIOR FACE ® 6" D.C. O.C. BLADE SLACK DETAIL HVF IS ALSO VALID FOR C? Cy _w 12 HR CENTERMATE @APPLICATION WITH BLADE@ 3b �rx 1 7/2"x 0.035"THICK tj Min.ASTM A-653 GRADE 40 O.C. Min. G-80 GAUV.STEEL LL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE M.EIAL'STUDS AT MG. in. L". (TYP.TOP& BOTTOM) VA -Z EXISTING GLASS SYMM CAL SYMMETRYCAL -"'CENTERMATES 2' CENTERMATES W/ TO G EOU EXTERIOR ArrPqS SIDF**...- '�DCQESS SIDE- SCH (S NiERIOR IN: S ON' IDE.". , _6" (Typ N (6"Min.) IN gl - 21 + + 21 21 + t 21 1 W2 Y3 1/4" (Typ.)--J (13"Min.) 24 _6 1Vr f /2 (Typ.) __-�_e 1/2' MAX. SLACK nvm FLOE e\'@k P, nzz"N" AmSmSmJ L_1E C 0 Shutter Sys TILLIT TESTING & ENGINEERING COMPANY 36th.St.Ste.305,VIRGINIA GARPM FLORM 3316( Association, Inc. QTaTp n; GM N.W. 4268 Westroads D6v Phone:(305)971-1530. Fax.(305)871-1531 e-mail.tl [too caol.com West Palm Beach, FL 3 EB-NO067119 WALTER A.MLLIT Jr-P.E. P.E. DATE FLORIDA Lic. #44167