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HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Professional BCLS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publicatons `: FBC Staff SCIS Site Map Links Search Product Approval bar USER. Public User Product Approval Menu>Product or Appicalign Search>AooNcation List>Application Detail FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 17- Product 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 r' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. F Validation Checklist-Hardcopy Received Certificate of Independence FI 1850 R11 COI AMERICAN SHUTTER SYSTEMS. INC. DRAWING 17-102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By 1 of 3 12/15/2017,3:18 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr = —app_dtl.aspx?paramwGEVXQW... Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products -.._ —_.._.._..... —_._....._.---—. ............ —......_............_..._..._......-- -..._..---- ------..._._._....._... _.... FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3(HVHZ) Extruded aluminum blades folded together thru knuckles and — Drawing# 17-103 retained by tracks to provide hurricane protection. --- .._....__._. .._._--.— ......-... --..........._.... - _.................. ---� Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC Approved for use outside HVHZ:Yes DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max span is 12'-7"for 35 psf Created by Independent Third Party: Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables.See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC.. loads and spans on engineered drawings. INC, DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top ' (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL1850 1111 II AMERICAN SHUTTER SYSTEMS.INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf Created by Independent Third Party:Yes positive ASD load w/o window blade, 16-0"for 30 psf negative Evaluation Reports ASD load for HV1 blade w/o window blade for conditions FLIS50 R11 AE AMERICAN SHUTTER SYSTEMS.INC. indicated on schedule#1,sheet 12.And 12'-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party: Yes j negative ASD load for HV2 blade w/o window blade.See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only(HVHZ)-Drwg# 17-122 and bottom)for storm protection Limits of Use ^ Installation Instructions Approved for use in HVHZ Z> FL1850 R11 I1 AMERICAN SHUTTER SYSTEMS ASSOC. INC Approved for use e HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistan Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: Created by Independent Third Party: Yes Other: Large missile level"D".Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC,INC locking rod configuration for the HV1 blade,8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent Third Party:Yes psf for metals stud mountings and 8'-0"for 110 psf.for HV1 and HV1A working in unison..See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and ' pressures. j l3adr Nert Contact Us::2601 Blair Stone Road.Talahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/B-0 employer.Copyright 2007-2013 Stage of Florida.::Privacy Statement::Accessbiity Statement::Refund Statement Under Florida law,email addresses are pubic records.If you do riot want youre-mail address released in response to a pubic-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mai.Ifyou 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 pubic.To determine if you are a licensee under Chapter 455,F.S.,please click&M. Product Approval Accepts: 2 of 3 12/15/2017,3:18 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQW... ® 99® Credit Card SWAP 3 of 3 12/15/2017,3:18 PM 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 2017 (61h EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM ANY 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 DIRECTIONALM 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.O.DESIGN WIND LOADS AREA 1: HV BLADES n & Q BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19& 20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 N.V.ORDER DI VERIFY THAT ANCHORS ON THIS P.E.U.,IN TESTED, WERE NOT OVERSTRESSED,A 33 E INCREASE IN ALLOWABLE LOADS FOR WINO LOADS WAS dB USED TI THEIR ANALYSIS. BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE Q/0214.01-03, /0715.01-03,#1004.01-05,/1214.01-05./0317.02-06.1110609.01-10 AND 110210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS & /1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2; HV BLAnF(1)AND HV WINDOW B ADF ha -HV WINDOW BLADE ®/0505.01-08 AS TAS 201, 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. .(WHERE APP I a F) 2. HV BLADE AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. TYPICAL SHUTTER ELEVATION & NOTES ON LACKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 3.BERTHA N.V.ACCORDION PINS(HV 5USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION i0 TRACKS SHALL BEY 14X2.75 AND 74X1.75 RESPECTIVELY, 410-Hi MINIMUM INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITHITH 73 136..0 kei YIELD STRENGTH AND 180 kai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE TN MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 kai AND 35.7 kei FOR 6005-TS ALLOY. ENO CONNECTION DETAILS.1-8, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WITH 50 kai MIN.WELD STRENGTH AND 90 ksi MIN. TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR NSI 304 OR 315 SERIES STAINLESS STEEL VAIN 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS; HV BLADE Q ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 12,13,14,14A,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE1�&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT/8'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT/5'458,179 ISSUED TO END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO 8E ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSIOII. AREA S: HV WINDOW BLADE A ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS. MUST PROPERTY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HY AND NO LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11. SHUTTER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL STALL BE PLACED FOR EVERY OPENING.LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW B An (�ON Y 12.BERTHA H.V. T 15 RDIONAPPLY SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT 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. (o)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS PEO., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEMS. THIS DRAWING SHALL ONLY BE USED TO (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT ANO WHO WILL OBTAIN PERMITS IN THE STATE OF FLORIDA BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. IIIj7F/!/!/Ilp��1 +.. A. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ENSE•..��s x 0 2017 EASTERN METAL SUPPLY, INC. J - BERTHA HVTM �TML C O INS. A.S. .A. Accordion Shutter System V. BLADE#1 W/OR W/0 H.V. WINDOW BLADE •�T [/��,. TILLIT TESTING & ENGINEERING COMPANY American Shutter SY9}8m3 REV.No DESCRIPTION DATE DRAWN BY. M.L. O,(.••••;C( :'•v,.`` E]>p N.N.Sam.31.eN.305,VIRGINIA GARDENS,RapgA 3llse Association, Inc. 1 OLD Is-060 hoz/17 W,TE: 0e/02/17 Phone:(305)871-1530.Fal:(305)871-7531 4268 West Roads D,we e-mai Liftecoaaol.com West Palm Beach, FL 33407 a DRAWING No ZONAL ENS +,. .' ES-OW6719 Phone: (800)432-2204 . Fax: (561 209-8380 7- 22 WALTER A MLR J,.P.E. ) 4 P.E.SEALISIEtIATURE/DATE FLORIDA Uc.}44167 5 SHEET 6 F 20 0 FOR WINDOW GLADE a , VARIES 2_-� 1.978• 1.491" 0454• Mc.09 b ITA I"'r'-\Y� �- i 1.37L' ,-,-; �� I -.__ 4.365' _ 4.999" H 37 s i)HV SOLID BLADE HJT LOATER COVE v 458779 3 HV UNIVERSAL F _ ., `'• QUALIFIED FOR USE W/ HV BLADE(1,� (4 HV DIRECT MOUNT HV BLADE is (CA, HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER .. `" QUALIFIED FOR U$E W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE(f) 6063-T6 .67A0"13-.O- -Y d2a-A. 2N�2D6.•TEMPER f -3_.226" _ $560�1x263.a--.T6 ryALLOY 3A'NT) T!EMPER .n0'0 0" gIF�iI .3-73 ' .124 2.670• 072 842" 4.897' 2.092" - ----- -- ------ . 4.436 0.072' HV ADADAPTER W/LIP -a 12 n -�•,u i - 3.226'._._ QUALIFIED FOR USE W/ HV i 1f)HV WALK-OVER TRACK .e20 1 " 1 7 ! BLADE i1 �` f 6`HV ADJ. FLOOR TRACK J QUALIFIED FOR USE W/ HV ,9)HV TRENCH TRACK ss 6063-T6 ALLOY AND TEMPER BLADE rT' QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER / BLADE�T BLADE(11 ONLY. I t Q HV RAINGUARD 6063-T6 ALLOY ANO TEMPER t1 VARIES 1 6" 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U�E W/ HV t 1s Si -^ BLADE 1, VARIES 1.935" 6063-T6 ALLOY AND TEMPER oa.I -... ' �. �-083" _ .083' $I g_ .063• oi-i-:�°�. a .� .093• I NI 100 e'i .12 "O69 .060" mL .060• .060" ni yl 16700 ,_.686- 1 L670: :I �-3.520 I L�-._ Zo-__._..._i !.. 3.529" ! 7 4 I 1 1 HV HEADER/SILL ( `�1 s29_fi (11 j HV CEILING HEADER QUALIFIED FOR USE w/ HV BLADE(1)ONLY 31 HD CEILING HEADER/SILL �\ OITALIflED FOR USE W/ HV BIApEt1lONLY, 6063-76 ALLOY AND TEMPER" QUALIFIED FOR USE W/ HV BLADEIT i 114;HD WA L HEADER/''+_ILL SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W% HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE! V ONLY. x 6063-T6 ALLOY AND TEMPER u COMPONENT A B T1 T2 2• i5"MAX.� 1/8" I 1/8" �' 2" 2• O.t25• 1' t- 0062" 1_ 3" I 3" 10.090• 2-I SIDE ANGLES-•MAX.I 0.192" 0.192" l16 J, X - QUALIFIED FOR USE W/ HV ALUMINUM ANGLES ,'1_9) 2.5" 17•MAX. 0.190• 0.190• Q! CORNER POSTS BLADE, OUALIFEO FOA USE W/ HV E ' I 1UALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063--BLADE YONLYAND TEMPER U' 2 5•Mh%-10.138•0.131" BLADE(j) 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricone Zone 7tI• `� �A, % ®2017 EASTERN METAL_SUPPLY,INC. Il wPGENS' ��x BERTHA HVTM A.S.S.A. TL ETC N Accordion Shutter System ' KV. a" 1 W DR W 0 H V. NerODw BLADE �`i� * American Shutter Systems REV.N. DESCRIPf10N DATE DRAWN m: ML TILLIT TESTING B ENGINEERING COMPANY ,'•, ��Q'+ 6355 N.W.36N.51..SN.305,NRGwA GMDEN6,nDROA J]i E, Assoclatlon, IAC. i OLD 15-080 /02/17 DATE: 08/02/17 % A�ld L 1 Phw.:(305)871-1530.Fe,:(305)871-1531 4268 West Roods Drive 2 �" V+l p'.: V �1 a--d.t(N... eoa.- West Pmm BeOch, FL 33407 3 DRAWING No • "�ss �\�1171 WALTER ea°LLBITI Jr.P.E. Pnone: (800)432-2204 Fox; (561)209-8380 { 17-122 •N. •SEAC)"61G P T�1RL/DATE FLORIDA U1./44167 8 SHEET 6 2 F 2 4,576" 4.660'2.293' 1/4'-20:1!/2' 1/4'-20 DiE CAST 4 FEAT HOUSING ENAMEL .I I ppII vl 1.0 F S.S.. BAKED PAINTED R, ':�gl 0. to 114 to (2 --j 62' 1.3 90� .318 ('C' KIM(CHROME (�'I) HV CIEWEIRMATE 2i, F7NTFRMA QUALIFIED FOR USE W/ HV BLADEJ (31AI ONLY 42) HV FLOATING C st HV LOCK HV EGRESS LOCK QUA IED FOR USE W1 HV 7 - USE 6063-TB ALLOY AND TEMPER BLADE�1)& ONLY QUALIFIED FOR �E DW/ HV QUALIFIEDORUSE W/HV $063-76 ALLOY AND TEMPER 123) Y CORNER CENTERM41E BLADE Cl)6 6 ON BLADE 1 & ONLY. 2.874' QUALIFIED FOR USE W/ HV BLADE(_l I ONLY 250'0.D. 6063-76 ALLOY AND TEMPER PLASTIC518 1.7 .9 HEAD 4.045' MOLDED TO 2�079 1.75 2 SCREW 2 • EA S N TYP O� 175 od, aSO"AFTER RIVET&�I; 61" BEFORE RN`FTING 1/4-9-20 x 3/4" S.S. THUMBSCREW iLC-g-2o RIVNUT- L SERIES 9*44 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 2,750" NOW ELEVATION 22"' SHEET NUTSEIr.PART j 0820,AS MANUFACTURED BY AVDEL PUN LOCK CENJERM 45 CHERRY TEXTORN.PARSIPPENY.NEW JERSEY 07054 OR EOtW- AM - R HV MALE "T" 4.566' LOCKER rog "T* LOCK cENTERmAT QUALIFIED FOR USE W1 HV BLADE(f)ONLY JLY-ffMALE__a".LOCK CENTERMATE HV I-TERNATIVIE 1,10CK OUALIFIED FOR USE W/ HV SLADE(DONLY QUALIFIED FOR USE W/ HV SLADE(T�ONLY d 6063-T6 ALLOY AND TEMPER qG!"D E QUALIFIED FOR USE W/ HV 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPii" W/HV BLADE•(D ONLY. BLADE Cl I ONLY. 1217 wl 3.161 ........ 06- THUUBTURN Lo' 062 -ij L CYLINDER OR .214* KEY CYLINDER 0.075'Min. 1 .125 Max. HD CENTERMA E W1N�qCKIUG RO 1# 80 CIENTERMAT QUALIFIED FOR USE W/ HV SLADE(D&',lA QUALIFIED FOR USE W/ HV BLADE &fl Ago �0. 'Ci I 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INS913T VARIES, 12'MIN. QUALIFIED FOR USE W1 HV BLADET,;& 1 1/4'-20 S.S.OR 3/8'.-IS 6063-T6 ALLOY 4ND TEMPER (_�--ACIIAL THU111 RE". t1/2" THUMSTURN (SEE OETAA-S)K CYLINDER r UO OR KEY ----------- .*15* 1.57'*Min CYLINDER 1.78 Mo.. LOCKING RQD� 3T5 4"0 HD LOCK QUALIFIED D E Cl,� ACETAL '37; HV 20 AISI 304 BY REGENT HARDWARE MQFTg Lqg%5F '5' 6063-T6 ALLOY AND TEMPER THUMBSCREWS FRIES S.S. THUM13SCR EWS QUALIFIED FOR USE W1 HV BLADECI)& CA) 85;INSTALLATION WILL REOURE A 7/16- HOLE QUALIFIED FOR USE W/ HV BLADE('31 QUALIFIED FOR USE W/ HV BLAOE�—lI DRILLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0' 0 2011 EASTERN METAL SUPPLY, INC \CENS," BERTHA HV,. Accordion Shutter System y 11LIEC 0 NC. stem KV. BADE#1 W/OR W RV. IMNDOW BLADE American Shutter Systems DESCRIPTION DATE OR,twN By: M.L. 4355 N.W.3M.St..54.M.MxO.M.aknors' ,0—33,6, Association, Inc. El TICCIT TESTING & ENGINEERING COMPANY I OLD 15-080 DATE: 08/02/17 phon. (305)871-1530.Fax:(305)871-1531 W.4268 West Roads Drive 2 0!6/02/11 —.0;Wtecttft.l.— I 3 0 Palm Beach, FL 33407 DRAWING No ....... X 41 E-0006719 )432-2204 . Fox; (561) Lra it E Phone: (800& 209-8380 /0 NN WALTER;. ntiff Jr.P.E. 4 17-122 11 &TE FLORIDA Lie.j 44167 SHEET 3 OF 20 L SHUTTER A SEMBLY—SCHEDULE FOR 3/8-0 12-MIN,LEAWCE HV (I HV 9 TO SLADE T �0625' &j --illli� (D HV BLADE I41 r ri r7 II. A HV WON—DOW BLADE -0625- 0525" HV BLADE IA BLADE'S KNUCKLE 0.062�* .9 .0625 HV LONG RECESSED NYLON BUSHING 1 (TIP) HV SHORT RECESSED NYLON BUSHING PORTIONRnSoo (DOR 0 Tn 02 FLAT 375 HV NYLON HAT WASHER 0 N !! �; J X HV WHEEL CARRIAGE AISI 302-303 SERIES 4 '44 0.870"x3/16" THICK NYLON WHEEL. w VANDOW 2MIN.1 I CLEAR 1 SEPARATION; 0 #3 00 0,188"0 AJSI 302 SERIES S.S. RIVETS N .0625--t -03 7500" .0625 5 3/4' SEGEOU-1--1 ACCORDION PIN W/ #8 HEAD OPENING!3 1 3/4 EXTERIOR ON CrERS 7500' 2 1/4'1 7 5" CLEAR HV 2 3/4- ACCORDION PIN W/ #8 HEAD * R31 .1 41- i 41 POLYCARBONATE IMPACT RESISTANT "V WINDOW TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL @OR or WEEM07E FOR @OR REQUIREMENTS) IREMENTS) POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROION 3103 POLYCARBONATE 12-MIN CLLARA, RESINS UV—STABILIZED GRADE OR SABIC L TO K�DE BOTTQCME INNOVATIVE PLASTIC LEXAN 103 RESIN HY PIN OFOUIRIEMENTS AT EXTERIOR BLADE KNUCKLE FOR —4 (SEE NOTE -F- ON SHEET 19). HV M HV (D OR (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR 44 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR POLYCARBONATE SOURCES FOR EXTERIOR APPLVAIRLE RVPA�T �OAL PRO�YVUi STANDARD aYs HV (2) BLADE. TYPICAL SHUTIER-ASSLMQLY N.T.S. HV PIN O&TRIAT OR HV PIN (9 MAY BE USED IN LIEU OF 0 AND ONLY Al 'S KIM CKLE (2) BLADE'S KNUCKLE EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O o.,,2.--. (SEE NOTE U*' FOR .10 d-3 IV. C.0xL3 BLADE WHEN CORRESPONDING TO INSTALLATION "Ji", SHEET 7. .Oa8 I 0 REQUIREMENTS) IENs IF I"STRENGTH ASTI,0030 9.5w 9.,1 TYP. i uFRA.S1Re10. DM 12500 Pxi 13.400 P.,L 3) HV PIN @ OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER FTFXUMN MODULUS ATTU 07N N0.000 P4, 3.5,1— ...1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, NUTC—'ZOO As.D21. LA r-w/x, 17 n-./N SHEET =MORRr E�—, AST.02543 .7.2 X 14,5.— T O�BM..G AS.DSA C-1 CLASS C-I CLASS ,*EL CARRIAGE DETAIL ASSEMBLY LAY VT w IGNITION AST.D1021 10.0 980 1 w ASTY G'Se TENSLE STitl,47.MER W TICRLKJ AS",,608 9.11 P.3 "40 P.I. Cf, HV BLADE SOLID fA HV WINDOW BLADE DETAILS L TR4RU 57RE55 SCr OK WE—EALNG I ASTM 630 , 645I Px.J. 8880p., N.T.S. ... FLORIDA BUILDING CODE (High Velocity Hurricane Zone) .......... 0 2017 EASTERN METAL SUPPLY,INC. CCNBERTHA HVTM Accordion Shutter System If riiselic 6 , A.S.S.A. KV. RADE#1 W/OR W/O RV.WMOW BLADE TILUT TESTING A ENGINEERING COMPANY American Shutter Systems REVNG DESCRIPTION DATE DRAWN BY: M.L 5355 N W 35th.SI..Six.305 Association, Inc. I OLD 15-060 08/02/17 DATE; 05/02/17 VIRUNA GARDENS.1`— Phw, (305)871-1530,Fox:(305)671-1531 4260 West Roads Ur.- 2 DRAWING No — ............ West Pal. Bocci), FL 33407 ESj 17 EB-0006719 Ph—, (800)432-2204 . Fax: (561)209-8380 4 L11\ I .—R:tiltocftw.— IVAL 0'e"" WALTER AL TIL IT Jr.P.E GNPITVAtYCATE Li, #44167 5 SHEET 33+4.a *NOTES ON HV LOCKS AND CENTERMATES: '`�-�•' aA �%eA °'!1,1" °"'L'Wt t, MANOA701[y mNanON /1: ONE HV LACK jy or 4_�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN '6X9 OR 12'ABOVE OR B�yOW 2 OF SHUTTER SPAN FOR SPANS UP TO 10S", AND FOR INSTAL TIONS T ANY ELEVATION. HV LOC ! or g MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OR ,��.��, CENTERMATES W/(2) 1/4-0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON 4 I —t TYPICAL SHUTTER ELEVATION. i 1 2. LIMITED MANDATORY CONDITION 112 AIXRNAIE 1p MAN NS TWO HV LOCKS 124 OR `OR ONE HV LOCK:� OR W/ TWO LOCKING�R ODS AT TOP do BOTTOM SHALL dE i R ANY SPAN AND INSTALLATI AT ANY ELEVATION. i 'vUs I , v HV LOCK t4 OR SHALL BE ATTACHED TO' OR CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION �1. LOCATION OF LOCK�LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL (16 WI I , I 1 '-2 Nn�a._Nyvr SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE N3 ON SHEET 12. - 0Q 3. CONOfT10N/1: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV i LOCKS 4; `� DR 2_§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES : II �a i r,y t OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. i 4'm: SoR 6:ort Ojae 4! ^E "` 5 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. (VAI TO ONLY WHEN RY CONDMON #I 4. OPTIONAL CONDfRON /2 3 LLOCKS) OCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY E USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE ;S1H MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ONE HV LOCK�y S L BE USED AT CORNER CENTERMATES FOR ANY SPAN T T I 1 a AND INSTALLATIDNS AT ANY ELEVATION. HV LOCK:2?or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 13 CORNER CENTFRMATE W/(2) 1/40-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS E N�iS' j AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. g $2€ .r•. ........ ^. 5�� AG^ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. l s; Ki 15 iONE ALTERNATE IN LOCK q§MAY BE USED IN UEU OF HV LOCK6. M UM=RY CONDITION 41 FOR ANY SPAN AND � INSTA CATIONS AT ANY ELEVATION.ALTERNATE LOCK" MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4"0-20x3/4"S.S. THUMBSCREW TO fT OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LACK SHALL BE USED AT t/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 7, t'NDAT'ORY CONDITION/3 FOR KEYSTONE MOUNITNOINSTALATIONS: ONE HV LOCK 0 or 2 or 0 SHALL BE SEE END —' JJ { USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTIONTO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. FN LOCK �or 15 or f§MAY BE USED AS AN INSIDE OR offals ON L x P D ev w x1 OUTSIDE LOCK,ATTACHED TO 0.or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2" LONG FLAT HEAD S.S. SHEETS t0 kIt ! I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ 18 TVP. FULL I j OF CORNER OR 0,TOP AND BOTTOM IS COMPLETELY MANDATORY. HEIGHT. uNUNlrtv CENTERMATE —n ONLY FOR W'r I OCK do-amp cEbamim 2A AND (j3lex�iox +�7;a�8)^"101•:13ia '! 1' ONE ALTf1tNATE HV "T"LOCK-0 MAY BE INSTALLED IN LIEU OF HV LOCKS 23OR FOR ANY SPAN AND qFrnNn ALTERNATE TO � �5`,a(,7 vaR,�.(`5;oe - 1 STALLATION AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR 0 IDE LOCK.ATTACHMENT _ OF LOCK�Q INCLUDES USING�R3EINFORCING LOCKE AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE tsJ.(D+vox(_6 •'7)+tf4ax CONNECTED TO CENTERMATES 0 AND�W/ 1/4"0-20 x I 1/2" LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' 15 78'x',1'•18 81•r7 an WINGNIff OR W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4'0x 5/8"RIVNUT, LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ABOVEMIDSPAN IISF OF TWO 101711. RODS a�TOP AND " 19 ' «a3.5gI •NOTES ON HD LOCKS & CENTERMATES: I : ONE ALTERNATE HD LOCK MAYBE USED IN UEU OF TYPICAL 1 H V BLADE SHUTTER ELEVATION HV LOCKS L24 OR ,FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®4 MAY BE USED AS AN INSIDE OR OUTSIDE LACK.ATTACHMENT OF HD LOCK J41TO 64 15 W/3 08 x 3/8'F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT US AS SHOWN ON SECTIONS HOB-H4AND DC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 3S IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE-(RTgh locity urricone one t1 ®2017 EASTERN METAL SUPPLY,INC. V\CEIVSFlT9 i CBERTHA HVTM rT71 EO:im:. A.S.S T.A. Accordion Shutter System H.V. BADE 1 w/OR W/O H.V. WINDOW BLADE American Shutter SystOMS REV."- DESCRIPTION DATE IDRAWN BY M.L. ?}�:• ��' TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-080 /02/17 OA10 06/02/17 /P 6355 N.W.36t1,.Sl.,Slx.305,MRGNM GARDEN5,FLORIDA 3316 t 4268 We.t Roads Drive 2 �4t Phone:(305)871-1530.Fex:(305)871-1531 Went Palm Beach, FL 33407 DRAWING No moil:lilaco0eol.com 3 ss/ANAL���` f,11 a EB-OOD8719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 d WALTER A nLuT 3r.P E. P.E�i5EAL7'516NATL!It�/GATE FLORIDA Lic.If 44167 6 5 HE F POURED CONCRETE -- OR CONCRETE BLOCK POURED REQUIRED -1/4'0-20x3/4'S.S. =ESTE\ CONCRETES CONCRETE ANCHORS � CONCRETE ANCHORS MACHINE SCREWS REOUIR REQUIRED .gSEE SCHEDVLE ON _f (SEE SCHEDULES ON W/ I/4'-20 F'Q- \—---' _CONCRETE ANCHORS --- _- SHEET 13) - ! ! SHEETS 13& 14A) I,NUTS O 12"O.C. (SEE SCHEDULE ON SHEET 13) 1" Min. 1/4"0-20x3/4`S.S. / 11 Fuin.J` `?.'OR'�4' .mil d1 18 EOE MACHINE SCREWS i -._ I--EQ EO 0 12 1/i-20 NUTS --- I 1/2 o t2^o.c. E.0 1/2- .2bD"Ma r ---- 13 oft 5 --- —O oR O {i E 0.• I I .250' n250'Max. Mox. E.D.- E.D. E.D.• {{ I I OPTIONAL T `- i MN.SEPARATION TO 1 MIN. SEPARATION OPTIONAL TO GLASS(SEE RR11 TO C1A55 - SCH�IAET (SEE SCHEDULE ON 1 )OR �/f,10 -,;� 1 EXISTING SHEET 11) MIN.SEPARATION GLASS-- EXISTING 1 ON SHEET 19 FOR TO GLASS , I GLASS--• BL10ES 1:&�� 1 (SEE SCHEDULE ON_.- EXISTING SHEET 11) _ C HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION Bj HV WALL HEADER INSTALLATION EXIEXISTING _ .—.. _ _ GTLA55—� MIN.SEPARATION nl 1 GLASS--+ MAN.SEPARATION ' I i I 1 ' TO GLASS ' TO(9/SS(SEE ,'JOR `1ly� --O EXISTING SCHEDULE ON' — TO SCHEDULE ON SHEET '' I MIN.SEPARATION I 1 SHEET 11) -1 11 FOR BLADE(1 SAND m Tp SSS AAAIII '{ I ON SHEET 19 fOR '-(SEE SCHEDULE ON fOPTIONAL BLADESIJ&A� ! SHEET 11) I EO '�-• {� OPTIONAL !I: i I/4"Max. O Op O I, � EO• I I 1 E ' ,I, _-.E.D• i ,-- --, iii I i I _ 19 EO EO I -1/2. - 13 OR 1® I ; 1' I _ 1 '-` ' r--.. �I/.. 2ox3/4;S.S. ' Min. ,,mi ,! L)- .�;_ - i PHILLIPS TRUSS t/4"1•-20x3/4"S.S.PHILLIPS -EO-t-EO--I' r •� 1 _.��„e t 8 I MACHINE SCREWS USING _.--.._ .:_-. \ CONCRETE ANCHORS _TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS i `/�`^` i^1'_ 1/4'-20 NUTS O 12"O.C. -(SEE SCHEDULES ON W/ 1/4'-20 NUTS O 12"O.C. (SEE SCHEDULES ON Min. POURED CONCRETE= SHEETS 13& 14A) 'j OR CONCRETE BLOCK POURED CONCRETE_` SHEETS 13 & 14A) r • NCRETE ANCHORS REQUIREDF HV WALL SILL INSTALLATION OR CONCRETE BLOCK -- '- wALI RE .r SII I INSTALLATION /� (SEE xNEouLE3 ON -W�- POURED CONCRETE SHEETS 13 & 14A) OR CONCRETE BLOCK WALL REQUIRED E HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: -E. INSTALLATION DETAILS W/ • 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEEE �EDGE CE SPECIFICATIONS ON SHEET 13) ♦ SEE LRJRATIONS OF USE FOR �^ J\' ASSEMBLY BLADE'LAi ON SHEET 19 �\�; V BLADE 2- MOUNTING SECTIONS CAN BE COMBINED R+ANY war To sun ANY 1NsrALLADa+. ,M+ F FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,11+0 `Q�• .... m 2017 EASTERN METAL SUPPLY. INC. Vj`i ''�jCFIySF.,v�,=,_ BERTHA HVTM H.V. MADE#1 w/DR w/o RV.WINDOW BLADE CO Accordion Shutter System ; Y/, '* . American Shutter Systems IIEV.Ka OEsunPrwH DATE DRAWN BY: M.L •P. ��O� TILLIT TESTING k ENGINEERING COMPANY STATE Association, Inc. OLD 1s-ow /02/1 UTE: 06/02/17 4355 N W.34th.51..Sto 305.NRGWN WROENS,FU0RDA 3316 2 4268 West R-d. Drive - - A Pnorn:(306)671-1530.Fcx:(305)871-153L WOOL Palm Beach, FL 33407 DRAWING No _ s (.� E E6-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 v .11 WAITER A TILLIT Jr.P.E. •P.E OS�RC�DATE FLORIDA LIC c./44167 ` B SHEET ; POURED __ CONCRETE ANCHORS ! ' CONCRETE (SEE SCHEDULE ON SHEET 13) rouse( :,. ;1%ORtj9•� ---- REQUIRED \ ! 1s�EDUF w s7�REFr ' ..._T ....._. ._._—..,.•..... EDGE OF 11 FCR BLADE 1 IHI uu 0rwA1xW 11_ 11 _(t1 �_ 1 I vv SLAB W a seET w15R "� -fur sc•IDxxA a- 1 -'---E. D.+ APPLICABLE SERARANOM E GLASS J,',: Ra`''t 4a EXISTING lq �iD r,, '. '_ WAS I NlOx3/4'HEX GLASSSHEET 11) ANCHOR ... !t On ecRIED1AE ON- ALTERNATE- •-0-1r E0- ' LOCATION SHER HEAD lil i 1 _TEK SCREW$O II OR 15 12D.C. ISI - N }/gry N CONCRETE ANCHORS EXISTINGGLASS- (SEE SCHEDULE. ON I • I SHEET 13) EDGE OF EDGEOF--- EDGE OF IF G1A55---+ SLAB IF i/2.i-.. ,_.1•..-I OF '^ -$UB IF "',' APPLICABLE YN SEPAWION APPLICABLE - �I� UB If APPLICABLE -1 to a.1�5(SyEFttT / -E.O..-}-E 0 I �EDGE PPUCABLE a " 111 BuIOL -� ., ,e POURED)/ I FOUREDT- 1_....._—._...� {^_ .D7. ......- 7 ON SHEET 19 iht 1 DR CONCRETE _......- —.�';... --E.Da .- _..._:.-._�.... J t9 _ eLY[S 1Q! 1' REQUIRED LE. D. -.I - {. D* CONCRETE REWIRED _FLAT HEAD CONCRETE ANCHORS CONCRETE FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET 14) G LIV CEILING INSTALLATION HV FLOOR INSTALLATION t ;I HV WALK-OVER INSTALLATION ATInN 11,1 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER L— I SCHEDULE 14, SHEET 11 CONCRETE ANCHORS EXISTING (SEE SCHEDULES ON- 1 s�EEI 111 GLASS MIN. SEPARATION SHEETS 14 & 14A) EXISTING_ TO CLASS GLASS --- , r EXISTING _._ EXISTINGSCHED F1 1 (SEE SHEET ULE ON --'—� GLASS MIN. SEPARA TION ' 1 Cuss `J ) __ TO GLASS I 1/410 NW BI;Anpt irPCDN w 7/4" (SEE SCHEDULE ON As:av"„ED 1NRE/OFORu aN we n) I O MAX SHEET 11) TECHWOI_c OR 1/4'0 POKERS 1/4„ FASTENERS TAPPER.AF110RS W/ I rMgx. I I I '31]/4•YN.E.19EDI/EN1 O 6' $ --03 OR 15 E p, I /10x3/4HEX, oc FOR UP ID 6•-0•SPAN Hb 1— / WASHER HEAD 4'O.C.FOR SPARS VAFAR TH 't 7 3/8' L TE'SCREW$ E D.+ i- 6-ar UP TO 6'-0-NAI,.APPLY /14x3/4` HEX HEAD-;'•�' i O 12 O.C. - i �p� ,, sENArT AT Eti4Nt'Fi,STENER t#JO TEK SCREWS O 9`D.C. ' _ /� •' t 3 8' `/ '' ' (T>PJ(SEE'ntE tt ott SHEtT n OR 1/4-0-20 S.S.M.S. + CONCRETE ANCHORS b _ __ 2/;.O {y/ , /14x3/4 S.D.S. I / :I 1 ) '® _ 1/2` W/ NUT O 9`O.C. (SEE.SCHEDULE ON n 1/2 Y '' O 9'O C. �•_ _ II I/4_ III SE�i��LYTAnCNS ;,I , MAX, P _I41 SHEET 14) :OHO- i _ __ Max. -�--- 17 ' ` ( 1. 17 18 T i i V4•e-m.]/4•Ss WS --USNRO 1 4Y-20 NUTS CONCRETE ANCHORS `- _®14x3/04•F.M. S.D.S. Li' O 12•oC. SEE NOTE 13(b) POURED CONCRETE-1 (SEE SCHEDULES ON ON SHEET 1 - t B`D.C. etnsrWc ND1R SraucTORu ( E D--- -- - -- OR CONCRETE BLOCK SHEETS 13 k 14A) "SEF NOTE 13(b) > :I��+���_ .2.00 M:f; _ -WALL TRW(DECOwNE REQUIRED POURED CONCRETE- ON SHEET 1 •1 E.D. SILL) OP110NAL-J POURED % -EDGE OF �K1 HV WALL FLOOR INSTALLATInu OR CONCRETE BLOCK MIN. REQUIRED CONCRETE- SLAB IF - REQUIRED _ CURED CONCRETE REWIRED APPLICABLE !Li HV WALL WALK-OVER INSTALLATION J1 HV RAINGUARD INSTALLATION t -�^ HIM. L9t KEYSTONE MOUNTING IN�TALeT10N NOTE FOR CO 711 IDN OF SECTIONS: WXIMUII A—.DESIGN PRESSURE:.. WL + E. D. -EDGE DISTANCE t THIS INSTALLATION SHALL BE uuctuV.SHUTTER SPAN e'-O' t- SEE SHEET 4 FDR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 113 REMOVABLE WHEN PERFORMED ♦ SEE UNI AD'1 OF USE FOR -� INSTALLATION DETAILS W f ( HV 8 LA D E ASSEMBLY ADJACENT TO AN OPERABLE EXR BLADE ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE -- /1{ IN ANY WAY TO SUIT ANY INSTALLATION. nA'i FLORIDA BUILDING CODE (High Velocity Hurricane Zone \i11w� ,.^ 11 ®2017 EASTERN AFETAL SUPPLY,INC. T A�S���Q� BERTHA HVTM 1 L I E C O I N C. Accordion Shutter System V. ti eDE 1 w/OR w Itv. N1 91+DE *( TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: M.L. • �E1 TATE OF Association, Inc. I OLD 15-08038/02/17DATE: 08/02/17 ^TATE SA 6355 N.W.MIA.Sl.,SU.]a5,Y6lGW4 GARDENS,ROR6A}]la ,N� •, ..... '.RI 1tL PMn4:(305)871-1530.FoA:(305)871-1531 4268 Wast Roods Drive .�� Ei a-moil;NRAcoeaolcom ".4268,W ast Palm Beach, FL 33407 3 DRAWING No ss '•' III EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 7—�22 WALTER A.TUT Jr.P.E. a .P�E'3E9 S Aft)Re%DATE Fl.ORIDA Lic.i 44157 6 SHEET 9 20 SEE NOTES ON LOCKING ROD$3© HV LOCKS©a Cv IN INSTALLATIONS W1 1 HV ** AND ALTERNATE HV LOCK®ON SHEET 5. OIV IT 44. —EXISTING GLASS BLADE SLACK DETAIL HVF IS VALID FOR ALL ' BLADE WZ HV CENTERMATES CENTORMATES APPLICATION WITH SLAM(]) -6-(D•O°"reOq"10 '®q OR SEE END WALL CONNECTION —EXISTING GLASS DETAILS ON SHEETS 10 do 18 © ®q©•®�© ©a - - --- - -- - - --- - --- - - 212•x1/6'a0'-2' I ®•®°R®.©u•®•�qO� } 1/4- 7• 6 1/2• 7- (6063-TS ALLOT)ALUM. (' y�1._�/ ,y SYMMETRYCAL ANGLE W/(2) 1/4'+TAPCON i 1/2- OR©' CENTERMATES ANCHORS To CONCRETE QENTERRRJES (TOP/BOTTOM)6: , /10x3/4'S.N.S.O 12' i I MIN. GLASS SEPARATION (4)/IDXI/2'S.M.S.TO TUBE /r . O.C. PULL LENGHT. I WL HV LOCI( 4 or t25 j ! �y To cuss AT EACH ANGLE.(lYP) 1 /!// * * II �,* i (SEE 11) ON i z Ar I ch I 09f ©°"I®qO, ]�qO 10 •®635 O \ « ® HVB OUT ® ® - HVC HVA ©q®06©~OO q® 1 D ®q —EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK WALL O��•®�•©j,•OT73 .F` — ——— REOU�(LED EXISTING`•®°P�•�°R®�©°" �, \ I SYMMETRICAL - * (N -LJ• 7 •II.rJ"ILJ• •� MINT SESSION i cus `^ ®q®,®q�,�°"Q''-c I n C NT R * ^E`� ©'®°"©'®°'O'®q (SEE SCHEDULE ON &t i LIT W/ HV OPTIONAL I 8 q 9. 3 q 1 • 5 a 9 SHEET 12) , MIN. q©•®® a .•, (INTERIOR) SEPARATION T- TO CLASS q . _____ (SEE SCHEDULE\. OPTKINAL 1 _-.__..—_ _—_—___—_ _—-.__—_._..._ irr ?� ON SHEET 11) \ (INTERIM) I - -------— r '-'CONCRETE v).15L—' ANCHORS O l— _ -—- - _—4,_ `* 0-•' /--�-� .�� `J �t i 16'0 a , n3 VANES 3 \ \ *�a ® � '®* ®a ® OUT 90' 6 1/2'MAX.MA%. SUCK (EXTERIOR) HVE HVF** OUT H\/ ��JJ IlrrrrrAFLORIDA BUILDING CODE (High VelocityHurricane Zone �T A 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM - I L E C 01 N c. A.S.S.A. Accordion Shutter Stem * ; KV. BLADE#1 W OR W10 KV. w BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.N. DESCRIPTION DATE DRAWN BY: M.L.Association, Inc. OLD 1s-No /02/1 DATE: 08/02/17 ,\ 53335 RW.36N.51.,SU ]O5,VWGKu GMDFNS.FLORIDA s316 g26tl West Roods Dnve } •. .. ,t rroq.:(305)571-1530.F-:(3os)m1-1531 DRAWING No X,r� , '� I 1t a-mdl:UI...O.W.— We6t POIM Beach, FL 33407 3 •'•"•••••' ,I EB-0006718 Phone: (BOO)432-2204 . Fox: (561)209-8380 4 17-122 WAITER A.TILLIT Jr.P.E. • P.�'.'SxfiGp,,�j1 JWRf=DATE FLORIDA U..r 44167 5 SHEET 6 OF ALTERNATE INSTALLATION "T" LQQ6 HV A MA E "T" L S 8 9 & LOCKERS LADE SEE ENO CONNECTION DETAILS ON SHEETS 10 A 18 INSTALLATION n HV BLAE I, --- iC`� o yT �Il Fl-N—] BLADE O SUCK OETl.'L MVf,INDICATED ON SHEEI 8, W1 HD CENTERMATES A AS WELL AS UNNEPSIL ilOATNG 6KIGF O OETNL No0-HVO �wGa©,Oa1ba�•®a IMr Al ON THIS SHEET.MAY TK USED WITH THIS ALTERNAI 10 k 18 }� IN T N IN NIS $EF_END WALL CONNECTION QETAILS ON SHEETS leoaa-Ta uurl Kuu. ANGLE r/(z)VPa w®'® ANCHORS To CONORM _. --(O�IONAu �-______________ (TOP/eonaM)A ...-_.---_'- _ _.--_-_---'-.-____---______----_---_-- (w"xru,13 f4)/w/2•SHS.To /10a/C.NIA LDIGIT. * 3 T{ AT FACH A.(T•IP� - N PI H.V. IN (4)H.V. Wr / 30 HV "T" O PINS(T7P PRIs(Tm.j maw C, 5 - 3 LOCK (INSIDE) r� —r __ a In _ a aftj Fi,{,. ,• OUT 31 on©2 i I 33 31 al®2 31 ae 3�2 31 a L% ...1/4" 0-20 x 1 1/2" S.S.M.S. IZ�l..;-' 3 * -� (OPTIONAL) *SEE NOTE 5 FOR HV LOCK® W/ 7/8"0 x 3/32" WINGNUT. (oPro-)HDB-HVB OUT HDC-HVC 'T'LOCK,ON SHEET 5. * SYMMETRICAL HD CENTERMATES 0 HV 'T" LOCK (OUTSIDE)- 2 SYMMETRICAL HD CENTERMATES © ®HVG* W_/ (B« LOCK (EXTERIOR) _W/_& LOCK (INTERIOR) t SERIES 2—AL—M (1024-73 ALLOY)IARGE FLEE THIN ®a©•O(�w© V•®a SHEET NUTSERT.PAA"10820. 0-0-0- As As WJIUFACTUREO TTY A"DEL CHERRY TEXfO .PARSIPPEItY,NEW JERSEY ©'O•©w©•O•®w 07054 OR EOLLAL. 6 •®w®•®w®•pwp _ � © *SLE NORa OH IixrWG NODS®AND®LOCKS off SHnT! tz� % L'•�—O ` **Uw•tRSLL f1MTM Y1..IR(,}�M-MR-H.e 5 ALo roR—CEN1ERwns NPUCAMws—etA (D HDD-HVD** FLOATING STACK t,""SAA..... FLORIDA BUILDING CODE (High Veiocity Hurricane Zone Ltt1�A4 m 2017 EASTERN METAL SUPPLY, INC. as BERTHA HVTM , A.S.S.A. * I L E C O I N Accordion Shutter System / H.v. el" 1 W/OR W/o RV. WNDOW UAX -p -/74"f �(/� American Shutter Systems REVA. DESCRwnoN DATE O WN fry: M.L. .e1 V * TILUT TESTING k ENGINEERING COMPANY rp � Of 1 6355 He 361A.SL.Sx.305.VKNm GAROENs.°LOFOA 331, A3sociation, Inc. 1 OLD I5-0e0 DO/02/ OATL oe/02/TT VS' Ph— (305)871-1530.Fm (305)871-1531 4266 West Roods D.- 2 DRAWING NO s •• tt e-m,a:Nn•ooaoolcom west Polm Beach, FL 33407 a "- �N ••ENG�dI'a EB-DO06719 Phone: (800)432-2204 . Fox: (561)209-tf.Sr 4 17-122 ,1 WALTER A.TIL UT Jr.P.E. 11 L- WUREfEATE FLORIDA Lic Y 441ti7 5 SHEET �f 6 9 L POURED CONCRETE ____ POURED CONCRETE -POURED CONCRETE POURED CONCRETE OR OR CONCRETE _ OR CONCRETE % OR CONCRETE _.__..._._.___._-_. .. ... _..._.._ CONCRETE BLOCK WALL BLOCK WALL REQUIRED -_- _---- BLOCK WALL REQUIRED _----"""- "-- �'` BLOCK WALL REQUIREU REQUIRED ' EXISTING GLASS / -EXISTING GLASS ' CONCRETE ANCHOR-_. -EXISTING GLASS T 1 / 2 MINEXISTING GLASS ; 16.O.C. 1- __ MIN.SEPARATION O TO GASS SEE +--2•MIN. - MIN.SEPARATION EDU.E ONSHEETHN SEPARATION r MIN.SEPARATION To GLASS(SEE t1 FOR BLADE C-AND TO GLASS(SEE (�. TO CLASS(SEE EQ EO SCHEDULE ON 511EET ON SHEET 19 FOR SCHEDJ E ON MEET f I SCHEDULE ON SHEET F1411 FOR FitADE:LALIO 1/16•x3•MAX.- OAS JO 11 FOR BLADEy1AND I', 11 FOR BLADE I-AND ' ON SHEEP 19 FOR (8063-T6) CONT. '� ON SHEET 19 FOR 1/2. CXI SHEEP t9 FOR (LOCATE AT BLADES:�k 10 ALUM. CLOSER I 6LIDE5 it h 1-_..� _.BIAOES'T' E R SIDE' PLATE. (LOCATE 1/2- AT EITHER SIDE OF OF©) I I ___—_—_ 1/2'MIN. I-1 I .MUSE 1'OR T MAX. ^-11 /10x1/2•S.M.S.__/� "I / i(AS APPUCABLE)x2•d/8•x0'-2• /10:1/2"S.M.S ___ ___ O I6.O.C. / ____ ALUMINUM CLIP ANQE I O 16.O.C. 4" - (6063-T6 ALLOY)AT MIOHEIGHT� (4-`- (1) /10x1/2'S.M.S.70(040 ` �','\ I _ (2)1/4-0 TAPCONS ANCHORS TO I J SEE DETAIL X FOq,Ji r'! �q ♦ WALL AT 1'O.C. (LOCATE AT / ( OR EITHER SIDE OF Lr) i (� OR � SIDE CONNECTION I. (J OR SEE DLIAIL X FOR-- J OR �♦ TO TRACKS _ �cJ SIDE CONNECTION V v .�.(6�•C71.•(8'«&-C1- SEE DETAIL. X FOR:/ (4 �•/� r 6`•,7•8'•�1 "• TO TRACKS 6•:7`.,8 1 �.•431sq� SIDE CONNECTION °1�•� ,Jr�O• r �•! w w06 J o �•�°, lJ Z TO TRACKS �l9 rf� rL1 lF3r _ 19.�3w�ji.�w •tgr L(�.r7, s• -,-q- r @-(b 8 7i 7.1^1. C)•C r; O•C • e C,•�•. (fir e• r9,. 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I 2- MIN. ♦ SEE UIMTATIONS OF USE FOR �-. �, BLADE'v ON SHEET 19 t�3iGRt�3iOR' OFI`4 VIEW Y 5 (1 OR .iA♦ PLAN 1 OR DETAIL X !- POURED CONCRETE OR _ �yw(�•�r;.(9�.n>�.t '�. �Q-3 ' /�.•�S. CONCRETE BLOCK WALL 1plwiw�. Lw ;. ., :E. G•p�rV �:'Abw �� REQUIRED (tom HV BLADE OR o HV WINDOW BLADE INTO - G -1 sf-'-C7 fir ' " C' CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL .5 -: . ��;.+�� -0�, : „ D CO NECTIQM-DIT-Alle6i r3' FLORIDA BUILDING CODE (High Velocity Hurricane Zone llll���•ln���,4�✓= ©2017 EASTERN METAL. SUPPLY, Accordion LY, INC. A S S A BERTHA t r •� rdion Shutter System �. E C O N c. ■ ■ ■ ■ RV. BLADE1 w/OR w H.V.wt BLADE American Shutter Systems REV.N♦ DESCRIPTION DATE DRAWN BY: Ml. TILUT TESTING AL ENGINEERING COMPANY ' TA7E OF8355 N.W.38M.St..SW 305.WRRA IGGS,FLORIDAFLOR3316 LD Association, Inc. O 15-080 /02/1 7 DATE: 015/02/17 �•' t Ph.. (305)871-1530.Fox:(305)671-1531 4268 West Roods Drive i DRAWING No 1 ♦ Weal Palm Beach, FL 33407 {� ............ . 1 -moil: 000oOad.com 3 •••-••'•••x� 111 R A.TILa719 Phane. (900)432-2204 Fox: (581)209-8380 4 7-1 22 .. /aD1y� e1G,GH1H WALTER A.TILLIT Jr.P.E. FLORIDAEET • �'[+.sk�/4,GfgriTURf/DATE ORIDA Uc./44167 5 a 10 OF 20 SCHEDULE IY1 SCHEDULE k2 SCHEDULE O SCH D) N4 *NOTES: (1)L+:MAXIMUM ALLOWABLE SPAN FOR Aa °eF,PARATION TD G Acc R O 4R M Mc MAXIMUM SHUTTER SPAN*'L+" OR "L-" (ft.) MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*"L+" FAXIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE AS.D. DESIGN PRESSUREFOR INSTALLATIO® W � [$j�� '�L+" OR "L-" (ft.) FOR R "L (fl.) INSTALLATIONS " (1t.) INSTALLATIONSHATING. / ® -11l-:MAX•ALLOWABLE,SPAN i0R A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO & Of or W ONE INSTALLATIONS W/ W/ NEGATIVE A.S.D. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN V LOCK or r or HD LOCK W/ TERMATES- & & W/ TWO HV ORW/ ONE HV LOCKS THE FIRST 30'-0" ELEVATION OF BUILDING NO LOCKI RO � CENTERMATES & ONE HV LOCK OR OR LOCKS OR TWO W/ NO LOCKING (2) PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. W ONE HV LOCK W TWO LOCKING RODS OR W/ fJ0 OCKLNG OCKING RODS (5 TOP/SOTTO SPAN FOR WALL MOUNTINGS OR / ® / ONE HV LOCK OR FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS ®TOP & BOTTOM ♦(SEE NOTES t,tD RODS ♦(SEE NOTES t,}� / S ® (VALID FOR MOUNTINGQ INSTALLED ABOVE 30'-0'ELEVATION OF BUILDINC, R ♦ SEE NOTES t, SHEET 7) GIVEN, POSITIVE A S.D. DESIGN PRESSOR MEASURED AT BOTTOM OF SHUTTER IS 3". uAXWuu MAXiuuN ual�uuM CONCRETE&WOOD MAXwuM CONCRETE RATING, DETERMINE MAXIMUM SPAN "Lt" AS.O. CONCRETE &WOOD INSTALLATIONS O A.S.O. INSTALLATIONS D A.S.O. AS.D. FROM SCHEDULE. DESIGN OESIGR DESIGN INSTALLATIONS O INSTALLATION PRESSORE PRESSURE WALL MOUNTINGS PRESSURE DESIGN GIVEN A NEGATIVE A,S.O. DESIGN M7VN' FLOOR/CEILING y,TING MnNG PRESSIWE FLppR/couNG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM WALL MOUNTING MOUNTING k FLOOR MTINO (v.4.rJ (v.r.t) FLOOR CEIUNC upUNTWOS twat) /CEILING MWNnNC (v 0 OR SPAN 'L-"FROM SCHEDULE. MINIM M C P RATION TO •ACC Cr4 cD1E F (i OR-) I.OP-) _ It DR-) WNL YWNIING SHUTTER W/ ONE IOCK WITHOUT KIN RODS -6U l e (ft) L-(X) L♦ (ft) L-( L f (ft) L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS E QUAI 30 13'-Y 16'70' 13•-2• 16'-0' 30 1Y-3' 14'-9' 30 13'-1' 16'-0" 30 IY-2' 16'-0" TO THE MINIMUM DETERMINED SPAN". 35 12'-8' 14'-10` 12'-8' 14'-10" 35 IV-11"" t3'-8' 35 t2'-T J5'15'-7" INSTALLATION W BETWEEN "L+"AND 'L- SHUTTER / INSTALLATION W/ — 35 12'-8' 14'-10" SPAN SYMMETRI" OPPOSING 40 12'-3" 13'-10' 12'-3" 13'-10' 40 11'-4' 12'-9' b 12'-2' 15'-2" 40 12'-3' 13'-10' (3) PROCEDURE TO DETERMINE MAXIMUM CENTERMATES CENTERMATES 45 17'-it' 13'-1' 111-11` I3'-1" 45 11'-I" 12'-0' 15 tt'-9' 14'-3• 45 II'-I t" 13'-1` SPAN FOR COMBINATIONS IN BETWEEN 103" 3 3/di 4" 50 11'-7' 12'-5" il'-7' 12'-5" 50 10'-9"- -11'-5' 50 11'-6" 13'-7' 50 11'_7• 12•_5• WALL W/FLOOR/CEILING MOUNTINGS: OR LESS _12' _- >105`TO MAX. 55 1V-4" _ 11'-10' 11'-4' 11'-10" 55 10'-8" f0'-I1" 55 it'-3" 12'-11' _ 55 11'-2• _ 11-70 FOR A GIVEN POSITIVE A.S.D. DESIGN 3 7/8i 4` _ ALLOWED 80 11'-t' 11'-4' 11'-0' 11-4" 80 ... -10'-Y 10'-5' 60 il'-0" 12'-4' BO 10'-2' 10'-11' PRESSURE RATING: DETERMINE: s USE 2 1/2"FOR HD LOCK((33��t+1�OR 85 10'-10' 10'-10" 10'-T f0-10" BS 10'-0" 10'-0" 65 10'-9" 11'-11" 65 8'-5" 10'-1' Lt+-MAX, SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HrCENTERMATES� 70 10'-6" 10'-6" 10'-2" f0'-6" 70 9'-B" 9'-B' 70 10'-7" 11'-5' 70 8'-9" 9-4` INSTALLATIONS. 75 10'-7` 10'-1' 9'-10' 10'-1" 75 _9'-4" V-4" 75 10'-4' 11'-t` 75 - g'_g• L2+e MAX. SPAN FOR FLOOR/CEILING MINIM IM SEPARATION TO - CC crur MOUNTING INSTALLATIONS. nUI F. 80 9'-10" 9'-9` 8'-7' 9'-10' 80 9'-0' 9'-0` 80_ 10'-0' 10'-9' SHUTTER W/ON nrK TWO KIf ROnc OR 85 9'-6"_ 9'-6" 9'-3• 9'-6' 85 8'-9' 8'-9" BS 9'-9' 10'-5' FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS 90 V-3' 9'-3" 9'-0' 9'-3" 90 8'-6" V-6. 90 W-5" 10'-1" PRESSURE RATING. "-- 95 9'-0" 8'-9" 8'-9' 9'-O" 95 8'-J' 8'-3" DETERMINE:95 9'-2" 9'-10` SHUTTER INSTALLATION W/ INSTALLATION W/ LI_- MAX. SPAN FOR WALL MOUNTING CYMMETRI Ar 100 _ 8'-9• 8'-4"- 8'-6• 8'-9" 100 W-1" 8'-1' 100 -9'-0" 9'-7" INSTALIATIONS. SPAN - + OPPOSING 105 W-7` 7'-11' 6'-4' 8'-4" 105 7,-11" 7'-11` 105 W-9" 9'-4' L2- MAX. SPAN FOR FLOOR/CEILING 105" CENTERMATES CENTERMATES MOUNTING INSTALLATIONS. 2 3/4'�+ 3 3/16• i10 8'-4' 7'-7- 8'-Z' 7'-11' 110 T-8" 7'-7` 110 8'-T 9'-2` O MAXIMUM SHUTTER OR LESS 115 8'-2' 7--3" 8'-0' 7'-7' 115 7--8" 7'-3" 115 8'-4" 8'-11" SPAN "L+"OR `L-` FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQUAI >105"TO MAX. 3 1/4"•"• 3 1/4" 120 W-0" V-11` 7--10" 7'-4' _120 7'-4` W-11" 120 W-2' 8'-9" INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN %I+ "L2+", ALLOWED 125 7'-10" 6'-8" 7'-8' -T-0' 125 7--3' 6'-8" 125_ 8'-0" 8'-5' SHALL BE LIMITED TO 105 .Lt- D - ** USE 2 15/16" FOR H4 'T'LOCK UO W/ 130 _7'-8' 6'-5' T-6' 6'-9' 130 7'-1_ 8'-5' t30 T-10` 8'-1• Pet. DESIGN LOAD. (4) GO TO ANCHOR SCHEDULE WITH FINAL *** USE 4 1/8"FOR HV 'T" LOCK(g W/ 135 7'-7' 6'-2' 7'-4' 8'-6" 135 W-11" W-2' 135 7--9' 7'-9' MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENT MATES. 140 7'-5' S'-17' 7'-3' 6'-3' 140 6'-10' 5'-11 140 7'-7` 7'_6• A.S.D. DESIGN PRESSURE RATING TO - 6' DETERMINE MAXIMUM ANCHOR SPACING. T-07--l' INSTALLATION F-ND 145 ' S'-9' -0' 145 8'-8' S'-9" -145 T-5" T-T I -150 7'-2` 5-7' 7'-0' 5'-10' 150 W-7" -5-7' 150 7'-4" 7'-0' CONCRETE k MANSORY 'WOOD 155 7'-0" 5-5' W-9, W-8' 155 W-8' 5'-5" 155' 7'-2" 6'-9' t H.V. CORNER CENTERMATE/3 MAY BE 160 6'-11' S'-2' 6'-9' S'-8' 180 6'-5" 5'-2" 160 7'-1' 6'-7' USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A, B, C, D, E, M. N.0,P, 0,R, IBS 6'-10' 5'-1" 6"-B' S'-4' 163 6'-3" S'-1` 165 T-0" 8'-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F. K & L. S &V. 170 W-9' 4'-11• W-7" 5'-2' 170 W-2' 4'-11" 170 5'-11' 8'-2` MANDATORY CONDITION /2 NOTE®5, SHEET 5. 175 W-7` 4'-9' 8'-5' 5'-0` 175 _ W-t" 4'-9' 175 W-9" 6'-0' I FLOOR/CEILING G. H. I, I1 + J. T, U, W $ X. ' —"' EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR"I-"AND MAXIMUM AS.O. MOUNTING 180 6'-8` 4'-8" 6'-4" 4'-t0" 180 6'-0" _4'-8" 180 W-8• _ 5'-10` + M. IBS 4'-6" 8'-3" 4'-9^ 185 5'-I1' 4'-6' 185 6'-7" 5'_8' DESIGN PRESSURE RAII14G FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 190 W-4' 4'-5" 6'-2^ 4'-7" 190 5--IO' 4'-5'— 190 W-6' 11, 1. BLACK NNECSHALL 13E SUITED ASTNEFOLLOWS; 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. O H V BLADE 195 4'-3• 6'-1' 4'-8' 195 5'-9" 4'-3" 195 B'-5" _ 5'-5' AND 8'-0' SP 200 6'-2" 4'-2" 6'-0" 4'-5" 200 5'-9• 4'-2' 200 6'-4` 5'-3" SEE MOUNTINGM ON SHECT 7. 205 6'-0' 4'-1' 6'-O' 4'-3" 205 S'-8' 4'-1' 205 6'-3" "1 I" FLORIDA BUILDING CODE (High Velocity Hurricone Ione p LLEI)w4'�ER A. rzz;, -_ ©2017 EASTERN METAL SUPPLY,INC. ' i �C BERTHA HYTN 1 A.S.S.A■ Accordion Shutter System L ECO 1 N c. H.V, BLADE i W/oR W/O KV. NI BLADE *? r "1 American Shutter Systems REV.Na DESCRMTION DATE T * T TILLIT TESTING & ENGINEERING COMPANY DRAWN fTY: M.L. STA j�(fir 633.:N.w.3eM,.sl.,St' ]OS,VWG1W GkRMS,FLORKA 3376 Association, Inc. I OLD 15-030 /02/1 DATE: 08/07/17 �• 0r R•on* (305)871-1530.Fo":(305)871-1531 4268 West Roods Drive = •'• Q t 4_0il:tiR&C00aa_M West Palm Beucn, FL 33407 DRAWING No t^SIS�ORIDP.. c��`L4L7 wA TER A.7wT1Jr.P.E. Phone: (800)432-2204 . 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' Z.:(305.�87i-1530 Fox,:(306)871-1531 42681WOst Roads Drive TILUT TESTING & ENGINEERING COMPANY American Shutter Systems ©��® �,AYIMUM ANCHOR* CPACIhC (in) SGHED 9..E FOR A GIVEN MAX. SHUTTER SPAN. AS.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES .Ih in4n ASD A CORRESPONDING ING TY MOUNTPE FOR CONCRETE_INSfALIATIONS �r.v (SEE MOUNnNGs E.G.k H ON SIIFFTS e A 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE: (Min. f'c - 3 kai) MV(IMuM (g)WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING AIJr`EIDFIC SPACING LGEND - 1/4Y TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEf. (Min. Fc - 3 ksi) SPAN - - - - 1/4'0 a 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINIS SCREW, BOLT &SPECIALTY COMPANY.(Min.Fc- 3 Wi) (R) A.S.D.DE IGN N TIVE LOADd A.S.D.DESIGN NEGATIVE LOAD_D--. -A5.0.DESIGN N WINE LOAD Ds1 TAPCON WITH ADVANCED _ 7/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUfACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Fe-2 kei) 30 40 60 75 90 120 Ia0 205 30 40 60 75 90 120 160 205 30 40 80 75 90 120 180 205 THREADFORM TECHNOLOGY - 1/4 0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 11 1 10 9 0 B 6 S.S 1t 2 10 9 a 14 1 9 e 0 a COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. 3'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ ALL POINTS SOUD-SET Min.f e- 3 kei N 12 10 9 B 0 6 6 ( ) BLUE TAP W CAP NOTES: R 14 12 10 9 8__e e 6 11 12 10 9 8 e e 6 14 12 10 9 B e e 5 / A. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 B e 0 7 11 t2 t0 f a s e 6 14 f2 10 9 e 6 0 6 TAPPER+ 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 IT 10 0 3.5 14 72 t0 9 8 e a 6 14 12 10 9 9 t 6 4 _ _ _ _ _ _ - 1{ IZ 10 • -e 0 6 4.5 A2)MINIMUM EMBEDMENT OF 1/4Y •3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT 4•-0' 14 12 10 9 e 0 0 4 14 12 10 9 0 a 6 4.5 /4 12 10 0 0 6 4 33 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIS1,AND 14 12 10 9 0 0 6 43 14 12 10 9 a B e -ae 1{ 12 10 9 8 0 6 ♦3 4 SFE MMf[ATgNi OF VSE FON 1'MINIMUM FOR VIALS WITH NO STUCCO. 14 12 10 9 73 5.5 33 - tt /T 10 9 0 a 6 S N 11 10 9 B 7 3.3 L YIADE;%''-ON SHEET 19 _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 14 12 10 9 8 a 6 4.5 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR b'_0. 14 12 f0 0 0 7 { - 14 12 10 0 6 6.5 3 33 1{ 12 10 a 6.3 5 3.3 3 ANCHORS$HALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 I2 10 9 6 73 4.5 - 14 12 10 9 a • 6 43 14 12 10 • B 6 13 .75 NOTES A.1)&A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDLING OR EIFS WITH OR WITHOUT METAL.STUDS CONSULT THIS ENGINEER.FOR 14 IT 110 9 1 a 7.3 5.3 4 14 12 10 • 8 5 CA 13 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 2BA 14 1T t0 9 a as S 15 14 12 10 9 7.5 5.S 3 - 14 12 10 B.5 7 53 1 3 14 12 0 e.b 5.5 (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 11 10 9 a 6 - - 14 12 70 9 B .Al 5 .7b 1{ 12 ID a.a 0 3 ♦ - - 1/4.0 TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. [14 11 8 6.5 5.5 3 - - 14 12 10 9 6 6a 4. 3a 14 12 10 0 7 5 3a 3 - 1/4Y z 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. _ .7_ - 14 12 10 0 7.5 Bb 4 3 - 1/4'6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7•-0 12 10_ a 1.3 4 - - 14 12 9 7.5 6 43 1b - 14 10.a 7 53 43 3.5 - - - 1/4"0 TAPPER. ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 12 /0 0.b 7 1 - 11 1T 10 9 73 ba ♦ - 14 12 9 7 73 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. 7 3.3 4,5 - - - 14 12 f0 9 73 SS 4 - 14 I2 0 7 6 1.3 3 - MOIES: _ _ _ _ _ _ _ _ _ - - _ - 14 12 10 0 %5 5 3.b - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4'AND TAPCON WWTH 12 0.5 7 0.S 3 - 14 1T 8 63 " 4 3 - 23 9.5 6 S 1 3 - - 12 9.b 7.5 614 12 9.3 a a3 S - - 1{ 12 a8 6.3 4 ADVANCED THREAOFORM TECHNOLOGY ANCHORS IS 1'. 9.3 6.S 3 1S - - - f210 a 8.4 S - - 14 12 A eb S4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 r 3/4'ALL POINTS SOUD-SET ANCHORS SHWi BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO _ _ _ _ _ _ _ - - - - 14 12 83 7 Sa 4 - - EMBEDMENT INIO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO -0. 11.5 7.5 0 4 - - - 14 11 7 3.5 3 13 - - It 0 5.54.5 3.5 - - - 12 a e.5 4.a - - 1/ IT 8.3 4 { 037 5.5 6 4SEXIST,AND 1'MINIMUM FOR WALLS WRAP NO STUCCO. 14 42 9 7 a - - 14 11 7 15 4.5 33B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOCK, 0.5 S3 __ _ _ 14 12 0 6 S _♦ - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON -0' -14 103 7 S 3.5 - - - 13 0.3 6.S 3 4 3 - - 10 7.5 S ♦ 3 - - - NOTES B.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 33 - 14 11.5 0 6 S 1 - - 23 9.5 6 S 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 • 5.5 4 - - 13 10 0.b S 4 3 - - _ 14 f0.3 7 S.S 4.5 33 - - (C) ANCHORS SWILL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11'-0' 2.3 93 S - - - - - 119 8 1.3 7 - - • 7 s3 33 3 - - - 1. 10 7 - - 1♦ f0.3 7 6.5 Ia - - - 1.S 03 3.3 43 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 11.5 7.6 6 8 - - - 12 0 6 4.5 t - - - EDGE DISTANCE VERSUS SPACING SCHEDUL FOR ANCHORS: _ 6.3 S 4 -12'-0' 1.a 0.S 4.0 - - 11 a 0.3 4 S.5 - - 8 6 ♦ 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E. O LESS THAN THE INDICTED.REDUCE 13 93 6.5 S 4 - - - 0.5 8 5 4 - - - - ANCHOR SPACING 8Y TANNED MULTIPLYING SPACING SHOWN ON SCHEDULE 6Y THE FOLLOWING FACTORS. Sa 9.5 6 - - - - REDUCED SPACING OBTAINED USING FACTOR 51IALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 9 6.S _ 43 - - - 11 AS FACTOR 7. _ _ - - - - 12 0 6 4.5 4 - - - 13"-0' 03 a - - - - - - 10 7.s 5 4 ._3 - - - 7.3 5S 4 3 - - - - ANCON W/ADVANCED D`W"ORM TECH TAPPER + 2.S 8.3 - - - - - - 12 9 6 4.4 4 - - - 9.3 7 S 4 - - - - EDGE ALL POINT SOLID SET BLUE TAP W GAP BLADE O R gCTANCE ANN SPACING MIN.sPAclrx B 6 - - - - - - 13 93 a3 S - - - - 0.3 73 3 t - - - - E.D. 3' 4' MIN. SPACING-3 1/2' MIN. SPACING- 3' 3 3/4' 4' - 11 B.5 5A 4.3_- - - - B D N( POURED CONCRETE �E g� POURED CONCRETE 8 POURED CONCRETE• pp�p�E �Npfh a� 74'-0' 10 73 - - - - - f__7 4.3 33 - - - - 7 S 13 ! - - - - CONCRETE BLOCK CONCRETE BLOCK ff 1.3 e - 11 ! 1b 4a _ _ _ _ 0 0.3 4.5 _ _ _ _ _ FML FIl•31/Y IRE E0..21/I' MN .S Ill* 1111 EA•3' Ifi ELLS 1/1' MIL E0..2 1 73 - - - - - - - 12 - - - - - 9. 7 4.s - - - - - BLADE WORKING 3' 0.90 1.0 0.78 1.0 ae4 7.o - -- --- - - - - - - - - - - - - - - - - - - -_ - _ a z t z' o.et t.o 0.87 t.o s.5. .4 - - - - - 6a s 3 - - - - - IN UNISON ♦ 0. -- _ 10 - _ _ _ _ _ _ 0.5 8 4 _ _ _ _ _ 0.5 0 ♦ _ _ _ _ _ 2' 0.71 - - - 031 _ 1. S. - 9 6.3 4. t�A-8 grwF 0.43 0.S 16'-0' e - - - - - - e s 4 - - - - - a ♦s 3= - - - - - - - - - 9.5 e 6 4 - - - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone 111 A 7�� ®2017 EASTERN METAL SUPPLY, INC. • BERTHA HVTM A S S A Accordion Shutter System IL ECO719c. . ■ H.v. BADE#1 W/OR W/O RV.WNDDH Bl" American Shutter Systems IEV.Ne DESCRIPTION DATE DRAWN BY; M.L TRLIT TESTING & ENGINEERING COMPANY Associailon, Inc. 1 oLo 1s-oeD /02/1 DATE: 06/02/17 6]53 NW.J4FA.St.AA.JOS,VAGeOA f GENS.FLORIDA 3110 STATE A 4268 West Roods On- E 7r �� Phone:(303)871-1530.Por (SD5)a71-1531 DRAWING7-1No Gl 7C `t 4-moir 61bco00oLcom West P01m BdO<h, FL 33407 3 .<t;'••1OR10?: �{�'11 ES-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 / 1 LZ (�/A7�� Gy� 11 WKTER A.T1111T a.P.E. • •'F.Es��'EfrA ,5AT3ATE FLORIDA Lk it 44161 ` ,SHOT m og �� zN o N aj i� N c = N $ i7 wp a � � al� v=i N �� 2 �3 ` ry 0 0� m n=C/1 s oz v ® moo J z Z ; - O W Q m U� iNW 5 N m ZO I ozn O?w WI J E �F= Y1 W GVW =Z a. 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Fax: 561 209-836) �. , MAXIMUM DESIGN PRESSURE RATING fn a f) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR SHLITTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). !EE; LJ B S T F=A T E SOUTHERN FINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH �• SPRUCE PINE PRU I 1/2" MIN. COX 2 W/ MIN.G-0.55, FIR NORTH FIR SOUTH W/ MIN. G-0.43 W/ MIN. G-0.36 PLYWOOD DDOoUGus FIR W/ W/ MIN, G=0.43 W MIN. G=0.36 DOUGLAS FIR W/ MIN. 00.50 MtN. G-0.50 SAN(n) CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT 7 WALL MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNIINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M. N. 0 & R FLOOR WMOUNTINGS M, N. 0 & R W & X M. 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ED6IISWE FR91K ra8 M An ON t8'ArE 11698 ra8 30 40 60 75 l. 90 05 30 40 60 75 90 OS 30 40 80 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 80 7S 90 OS 30 40 60 75 90 OS 30 40 60 73 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 -0'OR 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 8 8 6 12 10 10 9 B 8 6 6 8 6 8 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 RI 12 12 12 12 t2 12 12 4'-0' 12 10 10 9 8 B 8 6 8 6 8 8 12 10 10 9 8 8 8 6 6 6 6 6 12 10 10 9 6 8 6 B 6 6 8 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 /2 12 12 12 12 12 12 12 10 10 9 6 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 S 12 10 10 9 8 7 8 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 L 1Z 12 0. 12 10 10 9 8 .S 8 8 6 B S.S 4.S 12 10 10 9 8 5 6 6 6 .S 5 4.5 12 10 10 9 8 .5 6 6 6 6 S 4.5 6 5 4 4 3.5 - i2 IZ 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7•_p• 12 10 10 9 8.5 4 6 6 8 .S .5 4 12 10 f0 9 S 3 8 6 6 S 4 3.3 12 10 10 7 .S - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 10. 12 12 12 10.38.5 7.5 -_ 8'-0" 12 10 10 7.5 4.3 3 8 6 8 S 4 3.3 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - B 6 S .5 .5 3 6 S 4 - - - 12 12 12 12 12 12 12 12 12 9.5 12 12 1_5 9 7.5 6.5 W-D" 12 10 10 5 3.5 - 8 8 3.3 .S J.S 3 12 10 9 4 - - 6 6 4.5 4 J 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 0. 12 12 125 8.5 12 12 10 a .5 5.5 10'-0" 12 10 7.5 4 - 8 6 5 4 J - 12 10 6 J - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .S 3 - 6 5 - - - - 12 12 12 12 1. 9.5 12 12 12 5 .5 12 12 9 7 6 5 11'-0" 12 10 5.5 - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 7 12 12 8 A .5 4. 12 10 4.5 - - 6 6 4 - - - 1? 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 3.5- - - 8 3 - - - - 12 12 12 T. 9.5 8 12 12 11 8.3 7 5 12 1.5 7.5 8 5 4 1S'-0' 12 10 - - 6 6 - - - - 12 10 - - - - 8 4.5 - - - - 12 .5 - - - - 6 4.5 - - - - 8 .S10. 8.5 7.5 12 12 10 8 .S 5.5 12 0.5 7 53 4.5 4 14'-0" 12 10 - 6 .5 - - - - 12 J - - - - .5 4.5 - - -_ - 12 7 - - - - .S 4.3 - - - - 6 J - - - - 12 12 12 9.5 8 6 12 12 9..5 Ti".8_4.5 12 9.5 6.5 5 4 3 13'-0' 12 - - - - - 6 - - - - - 12 - - - - - 5 ' - - - 12 - - - - - 5 - - - - - 8 - - - - 12 12 11 9 7.5 5 12 12 B S 7-8 4 12 9 6 5 4 - 1 '_O 12 _ - - - _ 8 _ _ _ _ _ t2 - - - - - n HV BLADE OR (1� HV BLADE W/ 4-4 HV WINDOW BLADE WORKING IN UNISON* •SEEujAr a 1-FCR BLADE n�al .In 12 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-O.59(N.D.S) - 1/1"o TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.SURDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.SJ EACH SECTION ON SHEETS IB&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION:SFE NOTE ZBELOW. -SPRUCE PINE FIR SOUTH W/G-0.38(N.D.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF TAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SIAL BE INSTALLED FOLLOWING AIL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ;.`c� ®2017 EASTERN METAL SUPPLY, INC. P� •'E' ���-_ BERTHA HVTM c - Accordion Shutter System �LE C 0 I N c. ■ ■ ■ ■ H.V. BADE 1 W/CR W RV.WI BLADE * American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L * * TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-060 /02/1 DATE: 08/02/17 r1 6366 H.w.361n 5L..$t1 30.5.V'.I-;(305).FLORIDA 3116 4268 W.sl Roods U,i 2 •9,r--�7-t4jC-y Pno.a:(305)871-1530.Fo.:(Jas)e71-1531 DRAWING NO 0 F 11 ­01:liltRcoaaol.com West Palm Bench, FL 33407 3 'P/A �aR40P 4-, 1+1 EB- 4 0006719 Phone: (800)432-2204 Fox: (561)209-8380 17-122 [s •''••�# 1L WALTER A TILLIT L P.E. p•€S'/n.���4*15yt� FLORIDA u�.y 441sT 6 SHEET '�W a 15 Of 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ISA HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HY BLADE J)ONLY SHALL BE LIMITED TO 105.0 psf. ..A.S.D. DESIGN PRESSURE G SEE SHEETP & A -- ,-1/40 TAPCON WITH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE WORKING IN UNISON j THREADFORM in.HNOLOGYPENETRATION _ _ ---t/4'0 TAPCON WITH ADVANCED W/ 11/2'Min. PENETRAnON THREADFORM TECHNOLOGY -............. —:- i OF THREADED AREA 70 L_ EXISTING WOOD HEADER. OF 1 1/Y Min. PENETRATION 0OR 9 l (SEE SCHEDULE ON SHEET 15) OF THREADED AREA 10 ti l9� EXISTING WOOD HEADER. Y W�5��E�� II ' I 1 i _ (SEE SCHEDULE ON SHEET 15) Y--SCHEDULE EE ON%w IYW■j OR : fr� 1'hen.r- _1/4'0-20.3/4'S.5. MACHINE SCREWS EXISTING ON SHFEj,19 OR ,�: ■ ' �1'.,1 I r•-11\iUSUllI - \t OR@--E EO- W/ 1/4'-20 NUTS O 12"O.C. GLASS B1lEs,1 z WALL --(may - , - J -( -i tt FlNISN I:I �wALL Y' L L' � FINISH �1 —OPTIONAL _ • WALL HEADER y .. EXISTING MIN. ll �j�-FlNISN2 WOOD HEADER,REQUIRED �1 0R®� - EXISTING MIN __ Y 2".4'WOOD '-yam-- -1/4'0 TAPCON WITH ADVANCED T ( HEADER REQUIRED w' -0 FORM TECHNOLOGY EXIS ING `. MME SEPAPAT04W/ 1 1/2'Min. PENETRATION GLASS—, TO GLASS(SEE MIN.SEPARATION ! 2".4"CONT SILL iOF AREA 6 $OSE ON I p TO GLASS PLATE REO D DMADTH OFn WOOD PLATE. �E'T - tt FOR BtJDE(1?MA 1 E%ISTING (SEE SCHEDULE-- -- ai SEES 18 F(Xt ; GLAS" ON$1¢ET 11) (' 1 (SEE SCHEDULE ON SHEET 15) I1IADESI:Q Qtr! OHV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION OBY WALL SILL INSTALLATION _ ..... -.- .. MIN. SEPARATION EXISTING --- —' Y MIN. PAA71ON TO GLASS -NLN. SEPARAnoN 1 __.(SEE _ t -._....._— ....-(SEE SCHEDULE -. 1 GLASS �I. . GLASS - ' - Y E%ISTiNG SCHEDULE--" - 2'x4'DONT. GLASS- I ON SHEET i t) EXISTING ON SHEET 11) _ f'-'—(SEE SCHEDULE I WOOD PLATE ON SHEET 17) : S $ a 1/4'0-20x3/4'S.S. REOD. e _ t/4"0-20.3/4'S.S. , ,; MACHINE SCREWS W/ S MACHINE SCREWS 1/4'-20 NUTS O USING 1/4'-20 NUTS _l 1 - WALL �' I 12'O.C. O 12"O.0---• I I FINISH I 1 (@OR® ��I ' OR 2'.4'CONT.- WOOD ONT.WOOD PLATE y REO'D. -1'Nina-- -"�` s _1/4'0 TAPCON WITH ADVANCED 1 4'0 TAP WITH ADVANCED �L1/4.0 TAPCON WITH ADVANCED -/ THREAOFORM TECHNOLOGY THREADFORM TECHNOLOGY r THREADFORM TECHNOLOGY W/ 1/2'Min. PENETRATION OF 1 $EE HE 4 FOR TYPICAL 1 2"x4'CONT W 1 1 2'Min. PENETRATION THREADED AREA INTO PLYWOOD. W/ 1/2'Min. PENETRATION OF _ SHEET 0 SILL PLATE OF THREADED AREA O l THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY ( (SFE SCHEDULE ON SHEET 15) _.... �4 (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS CAN BE REO'D. �'--WALL MIDWIDTH OF WOOD PLATE. EXISTING MIN. 2'.4"STUDS COMBINED IN ANY WAY TO _ - _ FINISH (SEE SCHEDULE ON SHEET 15) 1 -1/2"MIN,COX PLYWOOD REO'D. O 16'O.C. MAX. REO'0.--' SUIT ANY INSTALLATION. PLYWOOD TO BE ATTACHED TO 1/2'MIN.CD%� --WALL FINISH EXISTING MIN. 2'x4'STUDS O 16'O.C. MAX. REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REWO. ® WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE UMnATIONS OF USE OF HY WITH SECTION 2322 OF THE F.B.C. BLADE ilk ON SHEET 19 HV WL SILL INSTALLATt�N ,,u+.Aa( HV WALL SILL INSTALLATION FLORIDA BUILDING CODE High Velocit Hurricane Zone AL .Pte` K.••••• ��T�� 0 2017 EASTERN METAL SUPPLY,INC. ....... . . BERTHA HYTM s� ✓� ■ ■rA A■S S Accordion Shutter System YLv. aAiDE#1 W/oR W/O Ytv. Wtt'ooW etnnE „O';• ��'J "* TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY. M.l. .A �A L/r "'Q`y� &W N.W.36N.3L.S1...105.MQ-GARDENS,FLORIN 3316 Association, Inc. 1 OLD 15-Cleo /02/1 DATE: 06/02/17 /!�. RI t Ph..:(305)871-1530.Fax:(305)971-1531 4266 weer HGads Drive 1 DRAWING No iC 1>, West Polm Beach, FL 33407 �I •-mail:TIIUccOOal.aom 3 N ••••••''•�� LLL EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 17-1 22 V�0 t ISI WALTER A.TILUI Jr.P.E. P.E'•SESIl!�%ATE FLORIDA Lic.Y 44167 6 SHEET e 16 OF 20 1 END INSTALLATIONS 1) HV & (J/4' HV* BLADES INTO 2'6x4!' MIN WOOD STUDS 2.14•MW, WOOD STUDS \ ,/,'.rAPCON WITH ( APPLICABLE) \ / ADVANCED THREADFORM 2'14'MIN.WOOD WOOD MIN. WOOD STUDS, AS TECHNOLOGY ITW W1N.DE% 1 STUDS f1E0'D. (AS APPLICABLE) \ /( / \ / STUD RE WOOD 1\ /'. \ ANCHORS O 6'0 H ! WALL / \\ / ! N/1 1/2-MIN TXRFADED \ r/, \ STUDS REO'D. FINISH �. / PCNETRAMN INTO STUDS OR r \ I�1r'++�'. \ / ✓ ^WALL W/MIN. 1/2-THREADED .y /FINISH EXISTWG GLASS—,, PENCIRA71M TO 1/2'COX . ` I X PLYWOOD 1F NO STUDS EXIST. —EXISTING GLASS 'F �� EXISTING(MASS E74SIINC C1A55 ,/2'MIN.cox � /' ', T MW SFPNNXV7 I — PLYwoOD-- \1 \ir 1 -- MN.SFPARVION MN,SEPARATION MIN. WNM 31N TO 6TASS(SEE — x-1/2'MIN.CU% ... - /2•MIN.COX solux E ON SHEET PLYWOOD. i TO GLASS(SFE TO OUSS(SEE PLYWOOD. li it5i2OC Bim(SEE EET 11 FOR&Am mN0 1/16.13 , SCHMU E ON SI*F1 1 SOIIDUfE ON SHEET ON SLEET 19 FOR (6063-TB)CONT. FWISHI 41/2'WN.COX 11 FOR BADE T,,IND 1/2 (p maI SLAXS J '�A ALUM.CLOSER PLYWOOD. ONDES( 19 FOR ON SHEET 19 FOR ON SNFET 19 FYlR j PLATE.(LOCATE i/2'1'— AAC6 Q?R WALL aAmE 1)k'� A I d/Df-S()1t 74 FINISH I _ 1.�.._ 1 "YIN. Al EITHER O) YW` I lerV•N .wVill, J , �- 1011 S.M.S. (fwrrs.wan d ---�- OI6 O.C. T01/2'S.M.S. A�111A1TMtaN O6 16 O.C. _ -.�.•: /"^,. / T- 4 4- R nrwM Ea xa a6T I 4110R J9'� 1 SFE DETAIL%FOIL,` ,,.0 SIDE CONNEC110N / / 7OR!U�' TO 1RACK5 SEE DETAL X fORSEE DETAL X FOR / �� SIDE CONNECTION 1 ^ `J `� '$D-1G-@- )-� V'f7:a L)..^�a.• :^ /� SIDE CONNECTION \ -6 T-C7-Ce ii3 TO TRACKS ;9 TO TRACKS (# 6�ice.SO;•0 1 ft 0 •�T4 �J Q3:•f7 6'I. J ' l9 \ � �•..9 ©Ci_)•v�"s� END CONNECTION DETAIL I- END CONNECTION DETAIL(7% END CONNECTION DETAILi END CONNECTION DETAIL 9 EXISTWG 4 REOU:RED ONLY FOR SPANS GREATER TWA 17-0• EXISTING G1 s--• ,.,1/4.0 TAPCON WITH 1/4'e TAPCON WITH—"-- --GLASS ,AOVMICED THREADFORM ADVANCED THREADFORM , /- _ 1 ;TECHNOLOGY RW BUILOEX TECHNOLOGY(tW'!)ILDEX � - ]-- --�- _T MICHORS W/T 1/2-YIN. ANCHORS W/1 1/2'MW 1 2'14MW.WOOQ- THREADED PENETRATION THREADED PENEnrAnoN r1011/2S.M.S. MN.SLPAPATI ♦ SEE LIMITATIONS OF USE OF iro SFPAWnON STUDS REo'D. I IWro STUDS o 12'o.c. INTO STUDS o u'0.c. 016 O.C.-I, TO GLASS(SEE SHEETMASS SCHODULE ON _ BLADE(t Aj ON SHEET 19 SCHEDULE LN SEEM WN. 11 FOR BLADETi• A•D 14. _._ (I TVA RACE�DANO ON SFEET 19 FFOR \ •l II \ I I ON 97EV 16 FOR _ SIDES 111* \•1 \• , -.J I }i I / -��- 5 1 BUDES:T k 7O i j i4 � koR / Ij / LGR �• LWALL FlNSH 2'1,'NW.WOOD// WAL , :.(f"(f..r-�J"(g - ;, ORII:.P( OR VIEW Y L „�•�,��A'Fi„®� STUDS REO'D. FWISHL-T�:.�t-�j.. I}�•�� PLAN b.(y-f6•La.rg. a-•i4-13 (3;-J(3 DETAIL X END CONNECTION DETAIL ;11 END C� TION DETAIL 12 — —� �— FLORIDA BUILDING CODE (High Velocity Hurricane Zone L- 1144 " ®2017 EASTERN METAL SUPPLY,INC. ENg /T9 i BERTHA HVTM A.S■s,A, Accordion Shutter System H.V. MADE#1 W/oR w O H.V. WNWW MADE i ” OE- k American Shutter Systems REVA. DESCRIPTION DATE DRAWN BY: M.L. .Q $ TILUT TESTING ENGINEERING COMPANY Aaaocfation, Inc. OLD 1S-Deo /02/1 DATE: De/0-- .� TE OF < IT N.W.36W.SI.,S14.Sas.WRGWM G NS.FLORIDA 3316 Phone:(305)871-1530. Fa1:(305M71-1531 4268 West Roods Drive 2 DRA21/11 WING No Aifl ° 4{A E e-Nw%:ultsec000,.co West Palm Beach, FL 33407 3 �ts$-" •• '"�rN�TET EB-0006719 Phone: (800)432-2204 . Fax: (561)209-6350 4 17-122 , jL WALTER A TILLR h.P.E. P.E:$4�Ibt,�fTJJRC�DATF FLOROA Lic.r 44167 5 SHEET s F 20 • GENERAL IMITATIONS AND CONDITIONS OF LISF FOR R RTHA (,-)W BLADE ACCORDION SHUTTER SYSTEM WORKING IN i-��l«���w��?laq{1 UNISON WITH HV WINDOW BLer�E a --7 i 1. MAX.A.S.D. DESIGN PRESSURE RATING: +110,- 110 p.s.f. i,571I IUYV 2. MO. SHUTTER SPAN:95 S.ALLOWED MOUNTINGS:A D.G&H ON SHEETS e,7:AS WELL AS MOUFRIRN�GGSS M.0.T.UM��uh1yETWR®�COANL SHEETS 16 8 1177/7...bONLY ��l (BOTH W1 Ig OR = ` EYOU SR 0',d MUSK E�INCLUOEU ONLY AT OPPOSING OR ACCESS VOU'r IN DE OF W PPOSING = WICE v � 5.(A)HV WINDOW BLADE C1 Al SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TVP.EA ENO / (3"e HOLES)FOR©4 PER 'LADE AT SPACINGS SHOWN ON SHEET 4. f (B)MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1A 4 OF ANY 3'e HOLE FOR®SHALL E 12'. MAX.5 WINDOWS ALLOWED AT HY a (C)FIRST OR L�BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WMLDOW BtPDE III q WINDOW BLADE 1 �5N (D)NV WINDOW BLADE(1A MUST E USED ALTERNATE TO A SOLID HV BLADE 1O THROUGHOUT SHUTTER'S WIDTH. BIZ (E)CE�TERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID MV c _ p BLADE 1 AT EUMER SIDE OF THEM. 1 R,fX (F)POLYCARBONATE F1Y WINDOW 4 SHALL BE INSTALLED SO TABS FACE I 4� T�6j SEE END THE INTERIOR OF THE OPENING OM PROTECTED.HJ WINDOW(44)MUST BE CONNEC710N i I' g ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVI D BY ASSA, DETAILS ON SHEETS 8 INC. 10✓Y 1B iYP. FULL I1EK:MT.— • tIT 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALT.ON SHEETS 12 @ 13 AS UMRED BY SPAN AND DESIGN LOAD(SEE NOTES 1 h 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE: (SEE PLAN FOR REOwREMEAITS) U3 TYP TOP @ BOTTOM '/^ �]`, @: �I SHUTTER SPAN MINIMUM SEPARATION TO GLA55 o H W --1v21« a1 6 1. J .UNLIMITED WIDTH- --_._—_ 98"Max. 5" ELEVATION MN SEPAwaKre TO GLAss EXISTING GLASS—. -- (NSUHIMUlEN6HOT 2 K%? Md --------------------L------- -`- -f' 1-• -------Y----- ---- CENTERMATES�21,ZZ W/"EXTERIOR ONLY) T�� W/ _ W/O (SE NOTE 4 ABOVE) I� t21 I TYPICAL L HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* N A$uui� FLORIDA BUILDING CODE (High Velocity Hurricane tone ... ... .I /� ®2017 EASTERN METAL SUPPLY, INC. �cEhs ✓� _ A.S.S.A■ BERTHA HVTM Accordion ordion Shutter System TLV. BLADE AL1 W/OR W10 H.V.WINDOW BLADE * STATE OF [ TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.". DESCRIPTION DATE DRAWN BY: ILL. •� STATE OF ' , x563 N.W.366.SI..Su.305.VIRGINAL.WOE-,RONNA 351 Association, Inc. I OLD 16-OBD 6/02/1 DATE: 08/02/17 �i� PI:(305)871-1530.For:(305)871-1531 4268 West Roads Drive y `• •'••.�ORID�: ti tt e-mou:DuecoseoLcom West Palm Beach. FL 33407 DRAWING No _.,�tS,s •...........((��yy� tt Ee-0006719 Phone: (800)432-,2204 . Fox: (561)209-8380 5 11L 7-1122 � �fyAA WALTER A. If Jr.P.L. 4 DUE FLORIDA FLORIDA Dac.144167 s SHEET A rrrrr 619 OF 20 REQUIRED MINIMUMINSTALLATIONS WZ n HV BLADE & HV CENTERMATES Cl -i 2ADO"Max '6•x 1 I/2•x 0.035•THICK VARIES-.._ �3• T-0 Min.ASTM A-663 GRADE 40 T- ---2•Max. INTO METAL STUD WALLS * ,�� Min G-60 GALV.STEEL W 436 600 METAL STUDS AT 16'O.C. I ------ '_ 40 41 1/4"e NOMINAL i n !W W f /2 475 �(cGENERAL LIMI IONS AND CQUDITIONS OF ALUMDIINUM SLEEVE �t "—i FnR AFRTHA 1 HV BLADE ACCORDION SHUTTEEtin H I SYSTEM INSTALLATION TO METAL STUD WALLS ftEGUIR:U MIINIIUY 1 O B•O.C.r 1 3/4•x 6 1/4'x 0.035•THICK Min.I 43C -- '--� SEPARATION TO GLASS SCHEDULE —3.000- CONI.GALV.STEEL TRACH CHANNEL,, j T-- ox. ASTM A-653 GRADE 40 Min.G-60 1 e 6'o.C. 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 15 p.s.f. _ GALVANIZED FASTENED TO STUDS ;E%ING FINISH T O. MINIMUM T WI(2)/6x1/2'TEK SCREWS ONAPPLICABLE INTERIM 6 EXTERIOR FACE , � 2. MAX. SHUTTER SPAN: 84" SEPARATION 43c LENGTH + t" An I MIN. SEPARATION TO GLASS EXISTING GLASS---I TO GLASS —-- 3. ALLOWED MOUNTING:@ ON THIS SHEET. 43 1/4"l-20X3" BOLT (SEE SCHEDULE) y, 3 1/4" �11I (�') 4. ONLY ENTERMATE 2211 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 43c 1' AS TING FINISH 05 WITH 21 ARA GED 7N A SYMMETRICAL LAYOUT. _ I SAS APPLICABLE F REOUIRFD MINN/UN I e 6'a.c.`. 0 (2) (6" LONG, MINIMUM) MUST ALWAYS BE 1.373- 1 3/4•.6 1/4 i 0.035•TCHA DAL,� 43a , 1 INCLUDED ATERIOR OR INTERIOR ACCESS SIDE OF n I .2sD_ r- Dao TN CONT.GALV.St EEL TRACK CHANNEL. 43c .1 j! ASTM A-653 GRADE 40 M. G-60 , --i n a GALVANIZEO FASTENED r0 SRIOs i e 6"o.c. CENTERMATE. ,T— /6x1MT rEK SCREWS ON ; T. t I I I o K IDN W EXTERIOR FACE t/4"m-20 THREADS Min. „ 'I I` BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43C1/4 "I�.7 Wjl`t , _ 1/2" •`"'38 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB-LOK HD --C4.Db REWIRED MINIMUM u VARIES /6"x 1 1/2'x 0,035•THICK t 0 6• D.C. COMPONENTS Min.ASTM A-653 CRADE 40 -2•Max. Min.G-60 GALV.$TEFL MS WALL HFADERISILL INSTALLATION _EXISTING FINISH AS APPUCABIE SCALE: 3/8"� 1` METAL STUDS Ar 16'O.C. 1( (TYP. TOP K BOTTOM) VA ��_——— _— _ - - _ - - - 1 3/4"x 6 1/4"x 0TRAC THICK Min. 1 — I - jr"I' — - - 'i CONT.:ALV. STEEL TRACK CHANNEL. L EXISTING GLASS ( 1 'ASTM A-653 GRADE 40 Mia G-60 I ' GALVANIZED FASTENED TO STUDS 1 1 SYMMETRYCAL SYMMETRYCAL " I W/(2) j6x 1/2'TEK SCREWS ON 430 43b 43c - _ I MIN. SEPARATION VARIES i INTERIOR 8 EXTERIOR FACE CENTERMATES W/ CENTERMATES_W1 ' ' To cuss z' 1 i i I I I I i i (SEE SCHEDULE) Max. EXTERIOR ACCESS SIDE I I INTERIOR ACCESS_SIDS, it I I ----------- ------ ---------- - ------ ------------------- -------------- ------ ------ - --------------- ---- --- ---------------------------- ,r MM.SEPARATION TO(USS sTPAu a+To GLASS IN -40 8' I `.W/ONSIDE Lax(SFE 9DEAW IN --W/IN9DE LOCK(SEE SOEDEL) , -- ------------------ -- ---------------------------- ------------------- t--------- ----------- ----- ---- ----__ - - ---------- ---- r ------------------------------- -------- - 2 4 --- --- ------- --------- ------- --------- _--------- ---------- --- -- _-...__. - -- ---- - ---- -- --- -- --- ft --------------------- -- -- ----- ----------------- -------------------- -- ----- -- -�___,-------_---- -- -- ------------- - --- ---- -- - - Y � ------------------ --- ---- -- ------------------- --------------------- -- -- -------- - --- -------- 2)42 -- -- -- -- 2 'L 1 I / �:/ .` LOCA D AT )2 ` HV HEADER/SIL ENDS -- ----- ---- -- - --- --- - - - - - --------- //,I `_ (6'Mm.) I 24 SIDE CONNECTION TO TRACK l4� VIEW Y 2 3 1/4'(Typ.) 7'-_ i— 6 1/2" MAX. SLACK #k----I 6 1/2'(TYPO- -! .- (Cont.) 7 I,,AFAA"'��A�,$j,ADE SLACK DETAIL HVF LC FLORIDA BUILDING CODE (High Velocity Hurricone Zone L111 ®2017 EASTERN METAL SUPPLY,INC. L.X BERTHA HVTM A.S■S■A■ Accordion Shutter System : Kv. RADE p1 W/OR w H.V. WINDOW BLADE * . American Shutter Systems pEV.No DESCRIPTION DATEDRAwN BY M.L. TIL IT TESTING B ENGINEERING COMPANY '�'• BA�� 6765 N.W.JMR SL,5NW.JOS, GNKA GARDENS.F 0 EM 7_•16 Association, Inc. OLD 15-090 /02/1 DATE: 0e/02/17 4268 West Roods Dr— 2 A3 P6on. (305)871-1530.Fax:(305)871-1531 DRAWING No a�. E11 4-mail.UlNlcaeo 1—rn W6st Polm BeoCh, FL 334C7 J y ` •••••"• 6 .• E9-0006719 Phona: (800)432-2204 . Fox: (561)209-8380 4 17-122 +�SSIONALEa\ WALTER A TILUT Jr.P.E. 6 SHEET P.E�'9F11L/INi lRE/GATE FLORIDA Lic./44167 4 20 OF 20