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HomeMy WebLinkAboutProduct Approval Florida Building Code Online q Page l of 2 RECE14'ED MM1 � �Oi6 �'a � � '•� d " �l��tS(rt K{`�'+,'.T �,c er=g ��'�� :°+»v�'�� -_ _ # � _ Florida Departmentof SCIS Home Log In User Registration j Hot Topics Submit Surcharge Stdts&Facts Publications FBC Staff BCIS Site Map Links Search Busines Professi � al @USER:Puct bliccU eeroval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# F 89-R8 Application Type n Code Version014 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@easternmeta1.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accor Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ea 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 © 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 4.1 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.Ddf 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.15-086.1)df 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 sh for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks ---r 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.Ddf Approved for use out " e HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact ResistCe. es Created by Independent Third Party: Yes Design PresseN/A Evaluation Reports Other:Large m D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.odf 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 rlBerthaV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (Non-HVHZ)-Drwg 15- (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.15-084.odf 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 Ddf 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 WEED 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 a-mall 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: BE WE EChe`ck In secutit•uimucs httns://florida.biii]dinP,.nror/nr/nr ann dtl acnx�naram=wC'TF.VX(l��tT1n��VVNT�7��T�nrS�l��i�xrc S/S/�(11 ti GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPAJANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SP®REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•1:.HV BLADES M& LnA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MIDI USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21.-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD 14AS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL TS:REPORTYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -EN BLADED #0214,01-03, 0715.01-03,$1004.01-05,#1214.01-05•00317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: HV EIA G)AND HV WINDOW BLADE 1nA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE), -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2 HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED'AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL DE#74x2.75'AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTFRMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS FN SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 119 AND 35.7 lis,*FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ' ANCHOR SCHEDULE- CONCRETE&BLOCK SHEEP 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Poi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 15 HV BLADE(D&Q WORKING IN UNISON: 12. 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 -B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'77952 8COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12& X.WOOD SHEET 18 METAL SUPPLY.INC, AREA 3: HV WINDOW BLADE M ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TD INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONI•ACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUNTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL EN AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS, AREA 4: HV WINDOW BLADEI ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WUTH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.82 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 P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS RED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS RED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.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 SFWJ_SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. FLORIDAnn pL (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONN&ENGINEER OF RECORD THAT PREPARED IT. FBUILDING CODE(LNOTT High Velocity Hurricane bane ��``\ i:R ra. / ' _ ©2015 EASTERN METAL SUPPLY, INC. . cFrrs''=r�9: BERTHA HVTM ` ® ® ® Accordion Shutter System FIV.BLADE#1 W/OR W/O FIV.WWW RADE American Shutter Systems •p; TILLIT TESTING & ENGINEERING COMPANY y DEsclDrnoN DATE DRAWN BY: M.L. 7E Association, Inc. 1 OLD 11-192 4/17/15 DATE 4/13/15 ���'. �(. ..�F•.• 635.,N.W.36Th.SL.St..30.5.VIRGINIA GARDENS.FLORIDA 3316 Phone;(3D5)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No 'k,RSA'••. _ 4Ri� c cl:bltecocaal.com West Palm Beach, FL 33407 3 s/ANAL CE WALTER wA1TER�ADnLui1JE.P.E 4 1 5-085 IlORIOA U.#44167 6 SHEET P.E. SEALS w'%RE/DATE 6. 1 . OF 20 .. p 3b FOR W[NDOW MIME VARES 1.491' 0.454" c Og i3 °n Oa o 04 4.371 4.385' 4.999' " 1OH SOT .375 30yV UNIVERSAL FLOATER n O5 HV 90'/180° STARTER COVERED UNDF 5458179 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ 14V BLADE 1O ®HV DIRECT MOUNT HV BLADE( 1 HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HVC 6063-Tfi ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE Q ON SHEET 19 ' ' 6063-T6 ALLOY AND TEMPER 6063-T3.2261.soo 6 ALLOY AND TEMPER .124' �� 670' y$ 2.670' ° 3.556• ) .99a" .67 1.00D' c1 .670' 2226" 72' N 042 - o n °ono 4.897' s. 15 .8 ' 092" 'a072o.a7z' 07 HV ADJ. ADAPTER IA//LIP 4.436' - �szo 1.375" 3.226' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK BLADE 1Q QUALIFIED FOR USE W HV 9 HV TRENCH TRACK 3.75D• ©HV ADJ. FLOW TRACK 6063-T6 ALLOY AND TEMPER / BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER BLADE 01 ONLY. HV RAINGU(!R BLADE lD 6063-176 ALLOY AND TEMPER QUALIFIED FOR USE W/ 6063-T6 ALLOY AND TEMPER VARIES m 1.935" BLADE(11 1 1'915• VARIES 1.936" 6 LLOY D TE ER Max. ° 1917' o .083' 3' 093".100".�2:� .060• o .093" .093'°o n .060' .060'o 670 p' o 1\A 14 L 4No 670' 1.686' ° 670 3.520" � a 5 � 670 ?1y 11 HV CEILING HEADER 1® HV HEAD/ERISILL CEILING HEADER/SILL 3 Q FlED FORUSE W/ HV BLADE(1 ONLY, QUALIFIE 6063-TGSALLOY AND BTEROON<�KIQ ED FOR USE W/ HV BLADE 1O 14 IID WALL HEADER/SILL SEE SECTIONS FOR VALIDITY- SECTIONS FOR VALIDTfY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER EMP BLADE QI ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 X Y t -0 MIFL X M4t4.Y MIN,t 2" Y 0.125 Q 2' 5'MAX. 1/8' 1/8' 3' 3' 0.090' 18 2' 5'MAX. 0.192' 0.192- SIDE i.Y NGLES B CORNER POSTS USE W/ L"�AND M ANGLES 19 z.5 7'MAX. o.1so' o.tso' QUALIFIED FOR USE W/ FOQQ USE W/ HV AND TEMPERD E Q 2" 5-MAX. 0.139• 0.131" 6063-T6 ALLOY AND TEMPER TEMPER FLORIDA BUILDING CODE(Ron Nigh Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM P: ENS�c •� �a ®® Accordion Shutter System 0 ECO wc. Esr®A 1111 ® ® H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE •.* ArflerTCOfl ShUttet• Systems ZEV.N DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY STATE Of 6353 N.W.36"SL.Sta SOS.MRGIMA GARDENS,FLORIDA 3316 As$OaTctTanp Inc. 1 OLD 11-192 a/13/1s DATE 4/13/15 Ph...:(305)871-1530.rax:(305)871-1531 4268 Westroads Drive 2 DRAWING No i' FLORt� ��� a-matt:011aeo®aol.wm West Palm Beach, FL 33407 s 15 DRAWING No -.. • Ee-0006716 SSION A� ` WALTER A 91U1T Jr.P.E. 4 FLORIDA Lia 9 44167 5 SHEET P.E. S� 1JfMIGi+MRE/DATE 6 2 OF 2Q 4.660' tl.' 929' DIE CAST 4.576' M1S° 2.293° FLIT HEAD/ I�READEO NOUSUiC ENMIEL 2.293' .745' .33' 9SM.S. 6N(EO PNNIED 17 REApm oft CAST O (2 TYP.) HOUSING FNnMEL S40• b 6. e"%m PNNIFD.062' m p^ omKNO8m " .875° c1.325` o p . .318 BRAw GIUNDER BRASS Cft➢IOER p 2� D 456' _ E '(CHROME PLAIED) HV CENTERMATI V O NT R AT ss• �°' so, 325` V O ® HV EGRESS LOCK QUALI D FOR USE W/ FIV BLADE 1Q IA ONLY ° Mh 3.0 3' S75' - QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMP QUA ED FOR USE W/ HV BLADE 1 & to ONLY BLADED& 0 _ BLADE ®ONLY. 6063-T6 ALLOY AND TEMPER 23 HV CORNER CENTERMATE P.,.LIFTED FOR USE W/ HV BLADEOONLY 250'O.D. IB' 2874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD ` .518 MOLDED TO 1J56' .922' 4.045• 2' SCREW 2.079' 1.753" ^ t.aao' o p6°)• o 825' ^ .360'AFTER RIVETING o N °' NOv. � ti "' 1/4". -20 X 3/4" BEFORE RIVETING I O0r q h� ^ 1/4"0-20 RIVNUT* S.S. THUMBSCREW w m -O *SERIES 9444 ALUMINUM(2024-73 ALLOY)URGE FLANGE THIN 2] I� 2760' SHEET NUIrSERf.PART 1 0820,AS MANUFACTURED BY AVDEL CHERRY TEMORN.PARSPPIEN,NEW JERSEY 07054 OR EQUAL PIAN FT10M ELEVATION HV MALE "T" LOCK CENTER AT a.s6s• ® ® ® " " HV "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTER MATE QUALIFIED FOR USE W/ HV BLADE(9ONLY HV FEMALE T LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY 6053-T6 ALLOY AND TEMPER QUALIFIED BLA FOR USE QUALIFIED FOR USE . HV QUALIFIED FOR USE W/HV BLADE R-ONLY W/HV BLADE 01 ONLY. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER- .5° 1.917 1.917' 3.161 M 0 0 .0 D 43 _ 3 THUMBfURN .063" CYLINDER OR .214• a0 .083° .062' KEY CYLINDER 214' m .545' �n 'en i0 H O.M"Min. .40 m n o o "' ^m_ 1 •125'Max. 31 HD CENTER ATE W O LOCKING ROD ® HD CENT R ATE W LOCKING ROD n O o QUALIFIED FOR USE W/ HV BLADEW&& A QUALIFIED FOR USE W/ HV BLADE(1)& 1A 6063-T6 ALLOY AND TEMPER ®3 HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER w o VARIES, 12°MIN. QUALIFIED FOR USE W/ HV BLADED& Q t/4'o-2D ss.oR 3/e'o-te 11J0' 6063-T6 ALLOY NO TEMPER N�RN ALLYAt.TxuMLlscRavS. (SFE DETAILS Do OR KEY 31S 1.5 Min. CYLINDER ,H 1.5 Max. ® LOCKING RODS1/4.0 ® HD LOCK 375.0 Q 6ED FOR USE W/ H EMpER " HV 1 4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. C-,4 HV 3/8 (b-16 ACETAL /S5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS FUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q& ((DRILLED AT TRACKS FOR PROPER EMBIDMENT ALIFlED F 1 T LADED QUALIFIED FOR USE W/ FN BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ��. •°�•• 2015 EASTERN MErAL-SUPPLY.INC. BERTHA HVTm e ®�®�® Accordion Shutter System KV.RACE#1 W/OR W/O KV.WINDOW BADE American Shutter Systems ZEV.Ik DESCRIPTION DATE DRAWN Br M.L. • `tel •!'+rte TILLIT TESTING & ENGINEERING COMPANY "S •'�(Y�. A3sOCiatlOn" Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 A''. Q•.•.. 8355 N.W.36th. 5)Sta 305.VBGPIIA:(305)8.FLORIDA1-153 3316 4268 Westroads Drive 2 phone:(305)871-1530.Fmt:(3115)071-1531 DRAWING Na FS......... a moi®t O19Lwm West Palm Beach, FL 33407 3 15-085 11""'01111ONA710 WALTER A.TILLff Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA U`•if 44167 6 SH 3�OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV41 3/8`0116 12TOI8IADE LE T PCE Q HV BLADE 1 40 ® cE1A .1875`n - ooEwoR 625' ® HV BLADE to ti i wv WINDOW eLAOE aszs' WON x_y Dom' .as2s' ® HV LONG RECESSED NYLON BUSHING x I n KNUCKLE 0 OPENIN 0625 •1875' Y 39 aoc r (7YP) o.as s• HV SHORT RECESSED NYLON BUSHING U HV NYLON HAT WASHER (1)OR® �N� _ I I -PLAT eL�oN oR 1117.10 3 50• ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I _ 4' 4D ( M //02.6 so• x 0.870"x3/16"THICK NYLON WHEEL 3 I I 2 7/8`MIN. HV WINDOW n I N 0.188"0 AISI 302 SERIES S.S. RIVEFS —1,-1315'0sePLEARoN 03.00 BETWEEN -I .0625• 0625' 3.7500' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR o OPENINGS ON C 3//4"TERAE00 v-Y ® HV 2 3/4" ACCORDION PIN W/#8 HEAD * 41 . O �4 ��.2 2 Ile j ff=RO.WARON CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i I Y _ L! I BETWEEN TYPICAL, HV WINDOW BLADE AND I I; I 39 j 38 POLYCARBONATE HV WINDOW DETAIL (DOR ® ® or N.T.S. ((SEE NOTE FOR itEOUIREMENIS) , OR ® %k POLYCARBONATE IMPACT RESISTANT HV WINDOW I + BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC NV HS�V�'P�nI�'N^RREQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR I 12"MIN. BILABE B M INNOVATIVE PLASTIC LEXAN 103 RESIN �v S 1 I I 1Q OR ® i ! (SEE NOTE 'F ON SHEET 19). o � iI (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR I i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1J) 0 '. + ! POLYCARBONATE SOURCES FOR 44 HV 1 BLADE. I EXTERIOR aPPUCLmE RES LT TYPICAL SHUTTER ASSEMBLY rIPICA.PROPERTIES S ANDAM N.T.S. HV PIN�2 OR 43 AT REFERENCE (2) HV PIN ® MAY BE USED IN LIEU OF(9 AND ONLY AT EXTT R EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ !HV(D 00.324' BLADES KN*L FOR H➢9r21 (SEE NOTE FOR s°Eca1c cRnnlr n51u m92 0.043 roA.' aou mr• BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. Ono^ ® 3 REQUIREMENTS) &"ILE 11 '.n,P�- II� TENSILE HELD SIRENCfH h5R1 8830 9,480 Rat DSDe P.I. F1EXUINL STRENOTH AT YIELD ASTM D790 11,800 P-al. 13,400 Psi (3) HV PIN © OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 , FLFxURAL MO LUS ASTM MO 34QOW ps.i. 345.000 P-a- SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e> i neacc SHEET 10 I ! N810HEv aw A51M Diss 16 FE_Ibn 17 ff-j' ! I 1mP wnNnmmxc WHEEL CARRIAGE DETAIL SMOKE DBLM AM Dasa as X hes X Max N.Ts. ASSEMBLY LAYOUT RATE OF BUW@ G ASW D835 8-1 CLASS C-1 CLASS N.7S. SEF MWITC 1 ASOI.DID29 Iva T BBO'F 1 AMU 0155 TENSILE SIRENoTN AFTER WFAn1ERING AM 039302".1. 8840 P.L nHV BLADE SOLID & HV WINDOW BLADE DETAILS TENSILE SIRE BEFORE WEATHERING ASM 636 8"1 P.J. 8880 P.a. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A. `//''' ©2015 EASTERN METAL SUPPLY,INC. vcFN &S, S Accordion Shutter System ■1 ■ B H.V.BLADE#1 W/OR W/0 KV.WINDOW MADE 3 11 AmeHCaTI Shutlee Systems EV.w DESCRIPnON DATE DRAWN BY. ALL _ ,,� TILLIT TESTING & ENGINEERING COMPANY A930CIOtlofl. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 O•, NATE OF 6355 N N.J61b SL,51s 305,VIRGINIA EJWOENS,FLORNA 3316 F• ORION ••(��/`�� Phone:(305)871-1530.Fax:(305)871-1531 4268 Westro0ds Drive z DRAWING No -TI:81t"o"a-l—M West Polm Beach, FL 33407 3 ��'''•,,�s/ONA�'ENG` .�``�� WALTER A.OTILLIT1Ji,.P.E 4 15-085 FLORIDA UG.j 44167 s SHEET 1P.E. (IlfP�611S1�A1fURE/DATE 6 4 OF 20 *NOTES ON HV LOCKS AND CENTERMAUM a e. c o ®*® 0 r s T u ®��®+��© 1 MANDATORY CONDITION A7: ONE W LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR I1 OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INST TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CEiMMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON Om®m a TYPICAL SHUTTER ELEVATION. 16® 0 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO KV O LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS To CENTERMATES OR Q0 SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. o-V OPTIONAL CONDITION 11 r 3. I ° 5 � 12 IS USED W/iW0 H O LOCKSC LOCKING RODS ARE NOT REQUIRED AT HLID ONLY WHEN h"RMRY CONDITION fil-OR URRICANE POSITION, BUT MAY 4 Son an 0 DR 4 °R® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE- LOCKING RODS® OR AN ALTERNATIVE DEVICE Y MAY ALSO BE USED AT STACKING POSRION (NON HURRICANE POSITION). 4.MANDATORY CONDfT10N$2: ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN �Bw AND INSTALLATIONS AT ANY ELEVATION. HV LOCK, or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS z AT TOP&BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. uiL"J`o xoe-xvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5 ALTERNATE TO MANDATORY MDMON ONE ALTERNATE EN LOCKMAY BE USED IN LIEU OF HV LOCK or Rj FOR ANY SPAN AND 1 � INST TIONS AT ANY ELEVATION.AL ERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O R �o3Da OF 1/4'0-20x3/4"S.S. THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. ' xD- osRNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t / V mo LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANDATORY CONDITION �;FOR KEYSTONE MOUNTING INSTALLATIONS, ONE HV LOCK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 or®MAY BE USED AS AN INSIDE OR it OUTSIDE LOCK,ATTACHED TO 0 or®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE END MZ. LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECR,ON OR.®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H I J K L H P SHEETS 10 8, isTY'RFULL " *NOTES ON HV "T" LOCKS AND CENTERMATES:HE3GIf _ OF CORNER 1.ec ND a A TO MANDATORY CONDITION 41 VAUD ONLY FOR HV"-LOCKCi if AND CIENTFRMATES 9b AND CENTERMATE ONE ALTERNATE W 'T'LOCK 00 MAY BE IN ALIFD IN LIEU OF HV LOCKS 0 OR®FOR ANY SPAN AND @©°1®°R©, 7O°R®°RTO+©°R I STALLATIO AT ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O © © © © OF LOCK g INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 10* 5 3 oR 1 +1 Da CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4"0-20 x 1 1/2"LANG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR W/ 1/4'0-20x1" S.S.M.S. INTO A 1/4"0x 5/8"RIVNUr. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 6 7 aR 6 7 1$oR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. \/+ 3�19+ 5 1©+® *NOTES ON HD LOCKS & CEN TE MATES: 1.}TQC : ONE ALTERNATE HD LOCK MAYBE USED W LIEU OF TYPICAL C1� HV BLADE SHUTTER ELEVATIO HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE FID LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 0 TO®IS W/3 g 8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HD8-FNB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, A. � 0 2015 EASTERN METAL SUPPLY.BERTHA INC. ZT1 L E ® eta-• �I ® v ® Accordion Shutter System H V.BADE#1 W/OR W/o TLV. VAUM MAE American Shutter SystemsEV.N DESCRIPTION DATE DRAWN BY.. M.L. TESTING & ENGINEERING COMPANY o= STATE OF 2 6353 N.W.36th.SL,St.305.YIRGDM GARDENS.FLORIDA 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE,. 4/13/16 Phona:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No �I*',�FSS' R<O .•G��\� °-m°I® D I.wm West Palm Beach, FL 33407 3 15—C♦85 i�d/1ONALE���a``� WFL�Au®44167 8 SHEET P.E. SFACf�1G AI RE/DATE 6 5 OF 20 CRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE SHEET' 13) REQUIRED CONCRETE ANCHORS AC4HINESCREWS S CONCRETE REgUIRED REOUIRED FUR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 16 R A�J STONE(SEE MOUNTING(g)ON SHEET 7) SHEET 13) NUTS®12.O.C. (SEE SCHEDULE ON SHEET 13) 1. 1- _-__ 120X® *EQEi1'1 '0-20x3/4'S.S. Min. HINE SCREWS EQ 0 G 1/4"-20 NUM ---- 19 2'O.C. E D.* /2• 250'Max. -- - + 5 __ 13 GR 1525x• E.D \ .250'MOx. 0Max. .D' I iiOPTI1ll�AWON TO GLASS(SFEI I I u1� I 1" TWO"rD�Ara I I 1 I 1 OR ®� i I I I EXISTING ' MIN.SEPARATION TO GLASS 1 ExISNNG a so-E.t t9 FOR I I F I I I I GLASS—T---(s SCHEDULE ON SHEET I1) 9VLFS0)a� MIN.SEPARATION TO GLASS I I I 1 1 I 1 GLASS--1 I I [—(SEE SCHEDULE ON SHEEP 11) III IXISRNG GLASS_1, I ©HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE IXISNN_G 1 MIN.SEPARATION TO GLASS G I 1 I--(SEE SCHEDULE ON SHEET 11) 1 1 wyW—'i m41LA6 I i ,1 1—COR ® i MIN.SEPARATION TO GLASS0— I I I 1 DOONss_i i—(SEE SCHEDULE ON SHEET 11) I I tt FDft FIUJIs Ou+O n 1 T 6,6FT Z PON I I i i 1 1 I 111 I aAOES mk 1 8 IXISRNG I �OPTIONAL I r I 1 \ 1 ME l 1 �- 1/4'Max.OPTIONAL 11 i 13 ON 15. i 1 i I E1/ 13 OR164 OR® -__ 1/4.0-20x3/4'S.S.EQ E PHILUPS TRUSS HEAD 1/4"O-20x3/4'SS.PHIWPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWSNCRETE ANCHORS 17 1$ 1• 1/4'-20 NUTS 19 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. ORSHEEP 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK C NCRETE ANCHORS REQUIRED wau REQUIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE DLOCK WALL REQUIRED ® HV WALL SILL.INSTALLATION �' A �� NOTE FOR COMBINATION OF SECTIONS INSTALLATION DETAILS W. 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE `, BLADE A ASSEMBLY NG SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ♦BLADE&ONNSHEETU19 FOR 0 HV B LAD E IN ANY WAY TO SUR ANY INSTALLATION. LIIIIIIIIF FLORIDA BUILDING CDDE(Mon high Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. V, </p P BERTHA HVTM _ t - �L EC® ��� ® IDSA ® Accordion Shutter System H.V.BLADE#1 W/OR W/O KV.VYIND v RAM *; !f /�:*_ American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY 9•, S A F ��Qs Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 831`S N.W.36N.SL,Stc 347,VRFGMN GARDENS, FLORIDA 3316 _ Phone:(305)071-1530.Fax:(305)371-1531 4268 Westroads Drive 2 DRAWING No ��s F \ � a-moil:Uitoco®aol.wm West Palm Beach, FL. 33407 3 ��� WALTER A TD1 5-085 LLITJr.P.E. 4 Y�YId FNNY� FLORIDA Ua.Q 44167 5 SHEET P.E. SEALI�«NATURE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS E NW gyAnATEtT1 i i I I I � i E E CONCREIE (SEE SCHEDULE ON SHEET 13) i.t°a,>s W 1 OR ® EXISTING i I i Z!J m U;SA4 GR E ti ITT i 1 I SCHEDULE ON sl>;ri REQUIRED EDGE OF 11 FOR BLADE OAFD E i E G��—i E E(�ysi°i�rltmuE GN rN 5Vh7T tO EOR t i I NCH.sTVARATXw I I )SLAB E i APPPLICA1 LE EXISTING� a s©a® \ —(si ru p i 9 E t I E E E i ALANCHO I it i i i i i i i EXISTING LOCATION GLAS 1 1 I E T I I E I (}10x3/4"HEX WASHER HEAD 11 OR 13 OR 1 S o 3/H'NLN. TEK SCREWS® 12"O.C. i $ EDGE O ct 3/B NR+. CONCRETE ANCHORS F I E I ©+ 7 I (SEE SCHEDULE ON SHEET 13) E E E E APPLICABLE EDGE 11 EXISTING I 1 Ei i I EDGE OF--I t tll E SLAB IFF D. GUSS—i �i SLAB.IF I /1/2 +-1 EDGE OF APPLICABLE IAN.SEPARATION I I APPLICABLE .Q. E.O� SLAB IF ' m aA4..(gE APPLICABLE POURED POURED FLAT HEAD CONCRETE ANCHORS , EETA� t POURED CONCRETED. REQUIRED ® CONCR (SEE SCHEDULE ON SHEEP 14) ort 51sEr is 0 I OR ® CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS BAIILSm✓L® i REQUIRED (SEE SCHEDULE ON SHEET 14) 11 ,TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. ® HV FLOOR INSTALLATION �HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER © HV CEILING INSTALLATION t SCHEDULE/�3, SHEET it EXISTING I6N.SFPAMDON I NN. QLASS- -A m. O (SEE SCHETE DULE oN L '—(�s�.Tn LsEE saTIOmc— i ' a , 11 T SHEET ts) 1/a¢ AD✓ TIM"/ I 101 EaSRNG EXISTING—j DNSLTIANSSG--, T E TECHNOLOGY OR 1/4'0 Pa VERSGLASS T I ? CUSSIF D L I E E I' I I T "i(sf s 4aaerlro T U N i T T I O.C.F'2 UPP 7D 6'-0'SPAv MID 1 I.FOR SPANS IARGDt THAN .1 I. E I I 1 4" T r�I ,�i 6-0'UP m B'-0'NN APPLY E r"1 i t i I / 1 T 1 SEALANT AT EVEirf FASIFNEA HEAD H I E 1 1 iii T I; MAX' 1 ' I (TYP.)('U NOTE N ON SIM 11 iM/AX. 1 3 OR 15 * I e T #1Ox3/4"HIX E• s 1 T i EDR DMIfhUDNR 3/8" WASHER HEAD i I I wNf sF L 1 r u E u1N. 1 TIX SCREWS 14x3/4' HEX HEPD I I 1 a" ® 12'O.C. 1 8" 8 TF1(SCREWS 0 9"O.C. E ____ =i i �.-a.. .i t/V'0-20x3/4"BE NS t $14x3/4"S.D.S. 1 1 1 7 4" i. USING 1/4"0-20 NUTS OR 1/4"0-20 S.S.M.S. I CONCRETE ANCHORS _ _ 6 +O 3/ :.;r�'�:,:•;,,'• SEE SCHEDULE ON n 1 ®9"O.C. -- - Moi. 't o t2"O.C. W/NUT®9"O.C. i ( 1 a• ;.'a'•,', I SHEET 14) .'.•, ,. ; 1 B � EWLING NON STRUCTURAL ______ 17 OR O 1 w E E 1 t N EDGE OF /2" t•• 17 R 18 2.00'MIN.!> WALL TRIM(DECORATIvE EIE T i SLAB IF 114x3/4"F.H.S.D.S. t,�tA.IN: ,'. POURED CONCRETE 1 7/8• 7 7/8 APPucAe1F REQUIRED ANCHORS SEE NOTE 13(b) EE NOTE 13(b) 0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET'1 D. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEEP 1 REQUIRED OR CONCRETE BLACK oPnoNA1 POURED REQUIRED �KEYSTONE MOUNTING INSTALLATION CONCRETE OK HV WALL_FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAOMUM ASD.DESIGN PRMURE+64,-72 pa, MAXIMUM SHUTTER SPAN W-V J HV R NGUARD INSTALLATION t NOTE' t THIS INSTALLATION ONO S N: s E.D. EDGE DISTANCE REMOVABLADJACENTE WHEN PERFORMEDE OF US 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATIONS ON SHEEP 13) OR ENTRANCE�4°PERABIE EX BLADE MA ONNSHEET 19 ASSEMBLY FOR INSTALLATION DETAILS W/ O HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ® ear• ®�®S® IIIIII KVAccOrdOn Shutter System . MADE M W/OR W/o Kv WINDOW MADE American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: NL TICCIT TESTING & ENGINEERING COMPANY o'•. TATE OF r3s5 N.W.36th.SL,Sty.30.5.MRQNIA GARDENS,FLORIDA 3316 Association, Inc. , oL0 11-192 4/)3/15 ontE 4/,3/ts i R PhODO:(305)871-1530.Fax:(3°5)871-1531 4268 Westroads Drive 2 DRAWING No \``�� r dl:Ulecco®9l— West Palm Beach, FL 33407 3 15-085 //V�FU DNP- 1�L`,\ WAL7ER A TIU)r Jr.P.E. P.E. S k� gfdiifURE/DATE FLOf�D"U. 44767 G SHEET OF 20 `S NOTES ON LOCKING RODS©.HV LOCKS Q or 2�j SEE END WALL CON C TION AI 'T$ INSTALLATIONS W/ �V AND 7ERRATE HV LOCK®ON SHEET 5. OUT 90' I N EXISTING GLASS - Ic// QLADE W HV CENTER-MATES �-C�5 GKAPPLICAna I��Eo 0m OR SEE END WALL CONNECTION 10+05 ®+®5R&@OR EXISTING GLASS DETAILS ON SHEEM 10 ______________________ _ I 5+ Sw1 + $rn8 + oR 2'.2•x1/8'x0'-2 1 I ®+®'a+O+©oR 19+� 3 1/4" 7" 6 1/2' 7" (6083-T6 ALLOY)ALUM. OPPOSING ANGLE W/(2)1/4'0 TAPCON 1/2" ov®+® SYMMETRYCAL ANCHORS TO CONCRETE I CENTERMATES CENTERMATES MIN. SEPARATION (FOP/BOnOM)& tOx3/4'S.M.S.® 12• ���� - (11)910x1/2•S.M.S.TO TUBE O.C.FULL LENGHT. W� HV LOCK o 67 or 655) ---/ HV LOCK or To GLASS AT EACH ANGLE(TYP) I (SEE SCHEDULE v 5 ® °° * 35* 3 * 3 ON SHEETI N 11) 5 O 90- z O ©OR®OR©+OOP®OR 1D iOOR p O m ��� "OUT ® m 1D*15 oR©+©aR©*0 oR HVC HVA 1 aR oa 6 oR 8 aA 10+ 3 SS POURED CONCRETE OR © ® Q*O O O © EXISTING GLASS CONCRETE Bl9CK WALL 6 +O+©m16 +O+(1}y�ORI (]_—_—___—_ 1 REQU ED EMIXISfING 5+®°RO SYMMETRICAL --- 6 7 * ;R 6 + 7 + goy —.f /------ S I * FIN +O © O O MIN.SEPARATION 8 + 8 oR 9+ 3 oR 19* 5 IXISRN . GLASS rJ __—I class 1 CENTERMATES* 6 O5*6c, (SEE SCHEDULE + m W/ ]�T411 HV LOCK L6 arnoNAL * —� (INTERIOR) ®t®aR O+©aR 19+�$ ON SSCHT 11) MIN.SEPARATION TO GLASS 3 5R©+® (SEE SCHEDULE I N ®ONAL _ _ ON SHEET 11) (INTERIOR) - - - OUT CONCRELE L ANCHORS --------- --- - * 1 1 I 1 IC O.C. 3 VARIES 3 * V0. OUT B 1/2"MAX.SLACK HVD OUT (EXTERIOR) HVE �3 HVE** FLORIDA BUILDING CODE(Non !High Velocity Hurricane Zone P,-T.. ��ii,� ©2015 EASTERN METAL SUPPLY.INC. �E .......4.,rBERTHA IHVTM r` P IGEN /TL C�+ ® Accordion Shutter System G�o® �klc. /"'fie ® ® ® H.V.BLADE#1 W/OR W/O KV.WIM W MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter $ySt9MS qEV.N DESCRIPTION DAT[ I DRAWN BY: M.L. o'. STATE OF S 5153 N.W.36th.St.,Ste.S .WIG=CARDITIS, Association.3316, 316 ASSOCtation. Inc. 1 OLD 11-192 4/13/1$ DATE: 4/13/15 Ph...:(305)71-1530.FSI:(30.5)71-1531 4268 Westroads Drive z DRAWING No FCORIOP,:�'�. a-me0:mt50o®eel Com \ �.� EB-00071s West Palm Beach, FL 33407 3 C. •...•• 'c� . 4 15-085 SS/D W o� #441 7E 5 SHEET E. DATE 6 8 OF 20 POURED CONCRETE POURED CONCRETE OURS CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE AMC OR GLASS —r— 2'MIN NG GLASS ® 16'O.C. JJJ 2'MIN. 70 SEPARATION r 1' r- TD GLASS(SEE -r MIN.SEPARATION SCNI)ULE ON SHEET RUN.SEPARATION I I RUN.SEPAPAMON EO 'I ED TO CLASS(SFEFZIA 11 FOR RADE OAS �H(E I TO GLASS(SEE I I SCHEDULE ON SHEET 1/16"x3'MAX. WJ SHEET 19 FOR SCHED11 FOR�OAND SCHEDULE ON SHEET 11 FOR BLADE 1OAND (6063-T6)CONT. BLADES O&® INJ SHEEP 19 FOR 1/2• 11 FOR BADON SHEET 9E RAND ON SHEET 19 FOR ALUM.CLOSER FOR (LOCATE AT t MA06O&® PLATE(LOCATE 1/2'' BLADES 1O& T—� HADES O&Q�1 EITHER SIDE AT EITHER SIDE MIN.' OF 5Q) 1/2'MIN. OF(D) I A USE 1'OR 2"MAX. T— #10x7/2'S.M.S. I _—_-- (AS APPUCABLE)x2"x1/8'xO'-2' I _—_-- #10x1/2'S.M.S. _—_—_ ®,g"p,p, ALUMINUM CUP ANGLE I 0 16'O.C. ----- 4 (6063-T6 ALLOY)AT MIDHEIGHT W4k , (2)1/4o01TAPC0 S ANCHORS TO 1j SEE DETAIL X FO jOR2�\ EITHERWALL SIDE OF OQ) AT t OR �4 SIDE CONNECTION t OR ® SEE DETAIL X FORt TO TRACKS OR- SIDE CONNECTION ®a®a©+Q7 w 8Qw 0.®a SEE DETAL X FO 4 6• 7o,8 10. TO TRACKS �.g.7 w g O. SIDE CONNECTION ©°i®"'O O O� ®"' ®a 6'®a� Q ©©q To Trv,CKs 10•®^�©•��°^©•©w 6•p„©a©•p-@- ®•®®® ®w�®aly'rry O ®w®-®w®�w� O � © ®"'®`� ®`® Q8•®a®•®w®.®w®+® END CONNECTION DETAIL(i) END CONNECTION DETAIL 2� END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING CONCRETE BLOCK WALL GLASS xt 4 EXISTING GLASS REQUIRED RUN.SEPARATION #1 1/2•S.M. . _ --'-------- TO GLASS(SFE ® 16" .C. MN.SEPARAJ10N SCHEDULE ON SHEET OANO CONC ETE 1/2'MIN. TO GIA55(SEE D ----------- F) OR&R(DOR 11 FOR ON SHEET 19 FOR ANCHOR® 1�N�B OA --_— ____ F BLADE•O& 12'O.C. S ON SHEIE7 19 FOR wAOFs O&® A. ______ __ ____ t OR t OR'I OR ---- - OR(p MIN. 1 2'MIN.qOR�OR 2"MIN. O 5EE LIMITATIONS OF USEFOR BLADE QON SHEET 19 �OROOR(qOR(qOR(j) VIEW Y PLAN / t. OR ®' DETAIL X ®m0 O Oa0 ®w ©a®w©-Ow® 1D•®w POURED CONCRETE OR 6•7 m g 10+ CONCRETE BLOCK WALL 1©'Oa@-@-0-@- 1 B-IV B OR HV WINDOW BLADE INTOREQUIRED 7 - ®.®mp.®ap•®a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SO p•®a®`®m,®.®ap® END CONNECTION DETAIL 6 ©-®a®.®w®•Os w®� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A. 2015 EASTERN METAL SUPPLY,INC. \GENS :9 s Accordion Shutter System ■ ® ® FLV.BADE#t w/OR w/o KV.WINDOW MADE ADE American Shutter Systems Ey,N DESCRIPNON DATE DRAWN eY: ML TILLIT TESTING & ENGINEERING COMPANY - STATE OF :•PzZ 6355 N.W.361h.St,St.3W,VWCUM DAIMM FLORUA 311 Association. Inc. 1 OLD 11-192 a/ta/ts DATE- a/t3/1s ' �1`'•., ORID Phone:(30.5)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No e-mall:tilteco¢Dao1— West Palm Beach, FL 33407 3 15-085 TNGNo �.���S•.......•••-`ta\`�`� M-0006719 ``` WALTER A TRLT J,P.E. ' P.E. S1tTf�iS1Z'A�URE/DATE E1DRmA uo.6 x`167 6 SHE 0 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN" "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" AAXIMUM SHUTTER SPAN*"L+" ► NOTES: (ft.). FOR INSTALLATIONS W/ I OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS 1Na'rA AT10N LEGEND CENTERMATES.® &® or or INSTALLATIONS W/ W SYMMETRICCEkTERM CONCRETE & (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ®oTODS or ONE HV LOCK or or or & AIAWSORY WOOD POSITIVEAS.D.DESIGN PRESSURE RATING. HD LOCK Rt W/ ONE HV LOCKS ®W/ NO LOCKING R ® ® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C. D. E, M, N, O, P, Q. A.S.D. DESIGN PRESSURE RATING. ® ® / ® tODS MOUNTING F, K & L R. S, &V. LOCK® W/1WO LOCKING RODS®TOP & (SEE NOTES t,11) (VAUD FOR MOUNTING 11 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTDM SEE NOTES t ft SHEET 7) FLOOR/CEILING G. H, I, 11. J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MOUNTING 110NS CONCRETE & M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. ASD.U=UMGN As,p pmai its tvGM INSTALLATIONS PRESWRE WALL MOUNTING FLOOR/CEILING PF-SURE WALL MOUNTING PRESSURE Df"fERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE RATING MOUNTING FAING & RATING FLOOR/CO aNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (F."J•I (PeJJ FLOOR/CEIUNG MOUNTING (R'e'I') (,..-) (,.OR-) (.GR-) FLOOR ALL_MOUNTINGK DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. L+ (ft) L-(ft) L+ (IQ L-((t) L+ (ft) L-(0) L+ (ft) l-(0) 0 MAXIMUM SHUTTER SPAN 'L+-OR "L-"FOR 30 OR LES 16'-0" 16'-0' 16'-0' i6'-0' 30 16'-0' 16•-0• 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMSED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND`L-". 35 14'-10" 14'-10" 15'-2' 16'-0' 35 14•-10' 14'-10' 35 15'-2" 16'-10" 40 13'-10' 13'-10' 14'-2" 15'-2" 40 13'-10• 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1" 13'-4" 14'-3" 45 13'-1" 13'-1° 45 13'-4" 14'-3" t HV CORNER CENTERMATE#3 MAY 13E USED AT]J2 COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8" 13'-7" 50 12'-5" 12'-5" SD 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10" 12'-1' 12'-11" 55 11'-10' 11'-10" 55 11'-1° 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 11'-4" 11'-4" 11'-7" 12'-4" 60 11'-4' 11•-4' 60 10'-2" 1O'-11" NOTE#5, SHEET 5. RATING: - 65 10•-10' 10'-10' 11'-1' 11'-11" 65 10'-10" 10'-10" 65 9'-5" 10•-1" Ll+=DETEMAX. L1+= MAX-SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10•-6" 10'-6" 70 8'-9" 9-4' L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 :0'-1" IW-1' 10'-4" 11'-1' 75 10'-1" 10'-1" 75 - 8'-9' 'I"''EXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR INSTALLATIONS. 80 W-10' 9'-10" "L-•AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK 85 9'-6' 9'-6" 9'-9' 10'-5" 85 9'-6' 9'-6' RATING: 90 9'-3" W-3" 9'-5` 10'-1" 90 9'-3" 9'-3'• SHALL BE LIMITED AS FOLLOWS: DETERMINE 1- CONNECTIONS TO KEYSTONE MOUNTING L1-= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 8'-9' 9'-2' 9'-10' 95 9'-0" 8•-9" LIMITED TO +64,-72 p.s.f. AND W-O"SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9" 8•-4• 9'-0' 9•-7' 100 8'-9° 8'-4" MOUNTING(g)ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" W-9' 9•-4" 105 W-7" 7'-11" 110 W-4" 7'-7" 8'-7" j 9'-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2" 7'-3" 8'-4" 8'-11" 115 8'-2" 7•-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "U+',"L2+", 'Li-"AND "L2 120 8'-0' 'W-11" 8'-2" 8'-9' 120 8'-0" 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8" 8'-0' B'-5' 125 7'-10" W-8' ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 30 7'-8" 6'-5' 7'-10" 8'-1" 130 7'-8' V-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 1 135 7'-7" 6•-2" 7'-9" 7•-9' 135 7•-7' V-2• MINIMUM SPACING. 140 7'-5' 5'-11- 7'-7" 7'-6• 140 7'-l• s-11" ASTM E-1996 SEPARATION 145 7'-3' V-9•' 7'-5" 7'-3" 145 7'-3" 5•-9" TO GLASS 150 7'-2" 5'-.7" 7'-4" 7'-0' 150 7'-2" 5'-7" 155 7'-0" 5'-5" 7'-2" W-8' 155 7•-0" 5'-5" 1 THRU 3 1" 160 V-11" V-2" 7'-1" 6'-7' 160 6'-11' 5'-2- 165 W-10" 5'-1" 7'-0' 6'-4" 165 6'-10' 5•-1' 170 8'-9' 4'-11" 6'-11' 6'-2" 170 6'-9" V-11' 175 W-7" a-9' 6'-9' 6'-0 175 6'-7" 4.-9" �� / BLADE 180 6'-6' 4'-e' 6'-8' S'-10" 180 8'-6' 4'-8" / HV 185 6'-5' 4'-6" 6'-7" 5'-e' 185 6'-5" 4'-s" 190 6•-4" 4'-5" 6-6" 5'-6' 190 6'-4" 4'-5" 195 6'-3" 4'-3' 8'-5." 5'-5' 195 6'-3" 4'-3" 200 6'-2" 4'-2" 6'-4" 5•-3" 200 6•-2" 4'-2" 205 6'-1' 4'-t" 6'-3' 5'-1" 205s•-1' a•-1° FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ©2015 EASTERN METAL SUPPLY, INC. 13ERTHA HVTM `, ® o ® ® Accordion Shutter System —T RV BBE#1 W/OR W/O H.V.WINWW MADE American Shutter Systems iEv.N OESORIPTION DATE DRAWN Br:MW. G. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 DAZE 4/13/15 k - OW N.W.36th.SL.Ste.305.VIRGINIA GARDENS.FLORDA 3318 i Phony:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No kr a-meR:tate..®e"I.aem West Palm Beach, FL 33407 3 P' E13-0006719 , 15-085 DCDRlO.•����c WALTER A TiLLIT J,RE FLORIDA Ue N 44167 5 SHEET s �IG EDATE 6 11 0F 20 � �.. : � _:111.. _ ':1. :.:� •:: '•.1 .. • 111: 117- •: ' •\ :al •: �•�.:al ®m��m0��m���mmOm®mm�mm�mmmEmmm:: •« m®mon000mmmov000mmm000vo'0mm00000�mmvo�o�o®'onooAoo® > mmmoonv©m®monovo�mmon000:9mmonnm©Cmm0000nHn��nom 'mmmonovn,a�mmm000nmmmnnvonmmmonono;mmmoovnn000moono mm�a nA0 moo Doomm��oo�•M mmmoomC mmm00o0�oon mmmvooma:mmmoonoommmonnvommmon000mmm nnoon0000mm mmmoonommmmoonnommmnoovn.mmmoonoommmmmovo:ooAoonom �mmmvonmommmonoommmm00000mmmo®ooammmmm®000noommm" ,- mmmvoomo;mmmvonommmmonovc�m mmoovoommmoun000000n000 mmmvomoommmnonmommm oov©.mmmon©oemmm00000n"H mm" mmmm"Rammammmnnnn®mmmo�oovomimmoovao.mmmoomvomomoomm" mmmoo®©o;mmm000mommmon000Mmm®v000mmm®mmvononmmmmn ®mmoo®oommmvoomommm000nommmomvoo ' mmd � v0000000am mmmEao©oammmon000mmm000®mmmmom0000mmmom�oo nm"o®mo© mmmon©oammmmonmommmoonowMWmv© vommmoom000000Anmo ®mmmoom�aomm�mvom©o:mmmon000mmom0000:mmnm®000nnommo©n , ®mmamo am miEaom©ammmvoovommmn0000mmm000000non"Mm" ®mmv®omammmvomoommmmovoommmm0000mmmnm000000tam©®n. iLfmKamiumoa;mmm00000m m OOt�00mm000na0mmm0O0n;OODO"©mn �mmmom000mm000mOQm®mOOOOOm®mOp��o�mmoo©oonoo�o��© ,. 000mimmnnooammmoo®oommv©000ammmomovoono mmmo©000mmmnnmoommm©nnoommm00000mmm®m000nnomormna mmmm"mmmmm000a�m�mom000mmm000oo®mon0000®mm©oovomommm©no: mmm mmWmm0000 mm 000mm om000mmmm0000mmmmm�omm00000mmmn0000nomn®onoommmnr�ooammmonooamm 00000mmnm00000nnmmQoo mmm4mooammmomooammmnn000m000000o3mmm000000 mmnnn „ a�®®mm©p®000mmmom000mmmon000m®v00000mmm®©000�oPnmoomma mmOm©DDD mIDmO©0v0 m®m000mO mw mmmmm mmmmm mum`ommn0000 m®omovoommmoovvo:mmE3maovoo m©voommmmm00000n00000mm' � mmmoovonmmmvvooammm0000emmvmmmmmmmoo�ommonnommmmo �mmm�0000a.mmm00000mmm0000a;wmmmmm=mom00000:oomm©000 mm 0000ammm00000mmm00000®mm00000'mmm00000;nn0000©o. mma00000mm000 ®mm00000;mm000000mmmoov0000mmonno mm©0000ammaaaomo�m.�mm00000mm00000e�mmm0000ea000©oono O mmmovoovo0mvomvoo�moovovo;mmomooao�mo 0000nnoaomoo � :. � � MM Elea "Mmm=MM TAMINLY � • : .1 � mm00000amWEBB MM;mm0v0nMMimmn000v0 mm0000vO DO®mnnn0 - �m000000mm= mm Mom00v000Q©OnOOvoODOv17OVOoommon 000000 00 • - mm0vOCloafmmooaaOB Mmoo0voo�D000000 0®On0v0v OOO�®DDD vov0000 mmmoommmomm000000m®oov0000®©o©ono m®oi00000mm000000;mmoo o;mmooi0000:m000000saoo©ononn ®m0000000moov0000m0000000m000000am0000000:mm®©0000 m0000Aaamv000000m0000000as0000000mv000vo ©n000mnn m0000000m0000000m0000000vooa0000vvovooEamoom®©ono: m0000000m000000am0000000.1nvovnoovm0000000nm©onono a�oov000�amov00000m0000000v00000vovoov00000m©onoon m00000vomovvoovva0000000:mo�a00000MM=00000noomo©oo ' mmmmmmmmm00000vomooA0000v000000au0000voonmmmoonn m000oovomvov0000msa000000.�000000id.m000000ion momeaoo, ;�i ; o a• If I �� MAXIMUM ANGHOR* SPACING (ID.Z SCHEDULE FOR A .NEN MAX, SHURER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS, DESIGN NEGATIVE PRESSURE RATIN ING MOUNTING WE FOR CONCREIE OR COMM RM INUALLAIMNS (SEE MOLINIINGS E G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: IOt>RIED BUICK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.V.-3 kai) -AxIMUU @WALL SILL MOUNTING ©)DUNG MOUNTING O FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Mn.Pc=3 ksl) NEGIBVE RAN ANCHORS SPACING.LEGEND -1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.Pc=3 ksi) OEROWN PIRe�9TtE PNO,G RUM(➢1T RL OES1✓ItIRK FiFMM FA74W - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC-(Wn.f c-2 ksi) 30 40 60 75 90 720 160 205 30 140 1 GA 75 9D 1120 160 205 30 40 6017S 90 120 160 20.9 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 10 9 8 8 6 5S 14 12 10 8 '8 6 6 14 72 10 9 8 8 6 8 THREAOFORM TECHNOLOGY 14 12 10 9 8 B 8 6 14 12110 9 8 8 6 6 14 12 10 9 8 8 6 8 ALL POINTS SOLIb-SET (win.Yc-3 wl) OR 14 12 t0 '9 8 8 6 6 14 12 t0 9 B 8 6 6 14 12 10 9 B 8 6 5 NOTES: 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 8 14 12 10 9 6 B 6 6 BLUE TAP'W/CAP ' 14 12 10 9 8 7 5.5 35 14 12 10, 9 8 0 B 6 14 12 10 e 6 B 6 5 TAPPER} A7)MINIMUM EMBEDMENT INTO POURED CONCRETE A ANCHORS OR TAPCON WITF1 ADVANCED 7HREADFOWJ TECHNOLOGY ANCHORS AND TAPPER+ _ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4"-0 14. 12 70 B 8 8 6 6 14 12 10 B B 8 6 6 14 12 10 9 8 B 6 55 14 t2 to s 0 B 6 4 14 12 YO 9 8 8 6 4-5 14 12 10 9 8 6 .4 3S A2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SbUD-SET ANCHORS SHAH Bf'7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 e 8 6 45 74 72 10 9 6 8 6 5.5 14 12 10 9 e 6 8 45 INTO STUCCO SHAD.BE PERMITTED.1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 75 5.5 3.5 - 14 12 10 9 8 8 8 5 14 12 10 9 S. 7 5S 4 •SEE UM TATIONS OF USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 5 14 12 10 9 B B 6 5.5114 12 10 9 8 8 6 45 HATE 1 ON SHEET 19 5'-0• 14 12 10 9 8 7 4 - 14 12 10 9 8 65 5 &5114 12 10 8 6S 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANES,PAVERS OR ANY VENEER BE FOUND ON THE E7GSTING WALL OR FLOOR, 14 12 10 s 8 7S 4.5 - fa 12 10 9 8 B 6 4S 14 12 10 9 8 5 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALT.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5175 65 a5 - - 14 12 10 9 8 7.5 55 4 14 12 10 9 8 6 45 35 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON-VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0• 14 12 10 9 8 8 8 - I4 12 10 9 8 8 6 5 14 12 10 9 8 6.5 •5 3S INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 ;1 10 9 75 55 3 - 14 12 10 85 7 K5 4 3 14 12 B eS 55 4 3 74 72 70 9 B 6 - 14 72 10 8 8 85 5 3.75 14 12 10 85 8 5 4 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) - 14 72 0 6.5 5S 3 - 14 12 10 9 8 15 45 3S 14 12 10 0 7 5 3.5 3 - 1/4'0 TAPCON OR TAPGON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDDL. 7'-0' 14 12 10 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 7S 5S 4 3 - 1/4'0 x-3/4'ALL POINTS 5ouo-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 8 6S 4 - - 14 12 9 75 6 4.5 3.5 - 14 105 7 5S 4S 3.5 - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY RARIOA FASTENERS DIRECT.ING. 14 12 10 85 7 4 - - 14 12 10 7S 55 4 - 14 12 9 7 75 4.6 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTEN(BRS,PIC.,AND DISIRIBUfED BY ALL POINTS SCREW BOLT&SPECIALTY 14 t1 7 55 4.5 - - - 14 12 f 9 7S 55 4 - 14 72 s 7 8 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOR RFD VE DOR REGISTERED WEIR THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8,_w 14 12 10 9 8 6S - - 14 12 1 8 6 4 - 14 12 10 8 65 5 3.5 - NOTES: 74 12 8S 7 5S 3 - - 14 12 B 8S 55 4 3 - 2S 95 6 5 4 3 - - B.7)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 75 8 - - 14 12 9.5 8 65 5 - - 14 12 8 6 65 4 - WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS W 1'. 13 9S 65 5 35 - - 14 12 10 8 6S 5 - 14 12 8 6.5 5 4 14 12 10 9 B - - - 14 12 10 9 7S 41 - - 14 12 BS 7 55 4 14 11.5 75 6 4 - - % 11 7 55' S 3S - - 11 8 5S 4S 35 - - 0.2)MINIMUM T INTO STUENTCCO C SHAU1/4"0 x 3/4'ALL POINTS SOLD-SET ANCHORS SHALL CRE BE ENTIRELY EMBEDDED 1 1/ INTO THE CONCRETE BLOCK.No CC EMBEDMENT WTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SFWl BE 1 1/2'LANG MINIMUM SHOULD STUCCO IM1 12 8 BS 4S - - - 14 12 0 7 5.5 4 - - 14 IDS 7 5S 6 4.5 - - EAST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11S BS 5S 4 - 14 12 B 7 6 45 - - 14 /7 7 55 45 3.5 - TO'-O• 14 t2 10 9 7.5 - - - 14 t2 10 8'65 5 - - 14 12 8 6 5 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST'CONCRETE PANE15,PAVERS OR ANY VENEER BE FOUND ON THE IXISTING WALL OR FLOOR, 14 fI - 5 35 - - 1319.516.5 5 4 3 - - 10 75 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 5 - - - - 14 115 e. 6 5 4 - - 25 95 8 5 4 4 - - NOTES B.1)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER- ' 0.5 - 14 12 8 6S 55 4 - 13 10 6S 5 4 3 FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 11'-O' l4 - - - - - 14 12 9 7 6 4S - - 14 105 7 SS 4.5 3S2.5 - 12 9 645 4 3 9 7 45 35 3 (C) ANCHORS SHALL.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 - - - 14 1D5 7 55 45 - - - 1.5 8S SS 4.5 3.759.5 - 14 1S 7.5 6 5 - - 12 9 6 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP12•_0. 14 - - - - 14 12 a 6S 5S - - - 13 t0 65 5 4 - - - )iOGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 1S - - - - 11 8 5S 4 3.5 - - - B 6 4 3 - - - - MAXIMOM ANCHOR SPACINGS ARE VAUD FDR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED•REDUCE ANCHOR SPACING 13.5 - - - 13 95 65 5 4 105 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 TOS 7 SS 45 - 11 OS 55 45 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 0• t4 12 - - - - - - 14 111.517.5 6 5 - -1- 12 9 6 4.5 4 - - - FACTOR O5 8 - - - - - - 10 75 5 4 3 - - - 7.5 5S 4 3 - - - - ACTUAL- TAPCON WITH ADVANCED TAPPER,t 25 65 - - - - - - 12 9 6 4.5 a - - - es 7 s 4 - - - - EDGE TAPCON ALL PRINT SOLID SET BLUE TAP W/CAP B 6 - - - - - - 13 95 65 5 - - - - 0.5 75 5 4 - - - - HV BLADE OR DICTANCE THRFADFORA9 TECHNOLOGY MIN.SPACING 14'-0' 14 12 - - - - - - 14 105 7 55 - - - - 11 8S 5.5 4.5 - - - - ED. MIN.SPACING=3" MIN.SPACING=3' MIN.SPADING=3 1/2' MIN.SPACING=3' 3 3/4' 4" 10 75 - - - - - - 9 7 4.513.5 - - - - 7 5 3S 3 - - - - 1 HV B DE W POURED CONCRETE& pOURFD CONCRETE OGNCREIE 1LDoc POURED CONCRETE& POURED CONCRETE$pgpED colc>ztTE OMtME ta.00c 1S e - - - - - - 11 8 5.5 45 - - - - 9 B.5 45 - - - - - CONCRETE BLOCK ADL EM.3 1/Y AL1L ED.=21/Y CONCRETE BLOCK CONCRETE BLOCK 6TI1 ED.=7 1/2'MIN.EA=2 1/Y 7.5 - - - - - - - 12 9 6 - - - - - 9,5 7 4S - - - - _ HV WINDOW h41 E0.=3' 69th E0.-3 1 Y L1PL ED.-3' 14 - - - - - - - 3.5 10 6S - - - - - OS B 5 - - - - - BLADE WORKING 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15-0' 9 _ _ - _ _ _ _ 8.5 65 4 - - - - - 6.5 5 3 - - 2 1/2' 0.81 1.0 - - 0.97 1.0 10 - - as e s - - 8.5 6 4 - _ _ _ _ IN UNISON® 2' _ D,71 o.st 5.5 - - - - - e 6S 45 _ _ _ _ _ 74 25 9.5 s _ _ _ _ _ 10 7S 5 _ _ - _ _ 1 3/4" - 0.91 - 16'-0' 8 _ _ B 6 4 - - 6 45 3 - 1 1/2' 0.35 0.35 95 - - - - - - - 95 7 s - - - - - B 6 4 - - - - - FLORIDA BUILDING CODE(bon High Velocity Hurricane Zone N.TIL�/T7j144 ©2015 EASTERN METAL SUPPLY, INC. ENs ' ✓,�, BERTHA HVTM F /17LE c® a Accordion Shutter System ® � ® H.V.BLADE#1 W/OR W/O RV.WNDDW MADE TIWT TESTING & ENGINEERING COMPANY Systems EV.N DESCRIPTION DATE DRAWN BY. M.L. STATE OE �� 6355 N.W.36th.SL,St.305,VIRONW GANDFNS,FUOMDA 3316 Association.. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 S. Slim Phone:(305)871-1570.Fox:(305)871-1531 4268 Westroads Drive 2 OR ,• � a mail:BRecoBool-an West Palm Beach, FL 33407 3 DRAWING No WALTER A TDN1Jr.P.E 4 15-085 P.E.rrSTfHAL'/SIdNATURE/DATE FLORIDA u`'s a°'67 5 SHEET 6 13 OF 20 MAXIMUM ANCHORa SPACING (jn)_%HEDUL E FOR A GIVEN A9AY. SHL11 TER SM, A.S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCREIE OR CONCRETE BLOCK IMALI oT1ONS (SEE MOUNRNOS 6 J.K 6:L ON St 7) POURED CONCRETE POURED CO CONCREfE.BLOCI( 1 wguc ovErt& t TRENCH AtdCHORS SPACING LFCEIVD 14WMUy ORAINGUARD MOUNTING QK WALL - TAPCON OR /FLOOR MOUNTING ©WALL/WALK OVER MOUNTING ASD.DMGN IBAM PRESM WM Disim NEpmotswK Rq= 1IE .DMM ATM IMMURE N=(pd ASO 111 DESM WK PRWAM iFg TAPCON WITH ADVANCED 30 40 60 75 190 120 160 205 30 4B fif 75 0 1120 160 205 30 140 160 175 90 120 160 los 30 40 60 75 so 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 6 12 12 12 2 12 15 Mb 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 6 5 5 5 ALL POINTS SOLID-SET 14 f2 70 9 B B 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 f0 9 8 B 6 B 12 12 72 12 10.5 8 6 4S 7 7 1 7 1 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 B 6 8 12 12 12 12 12 10 7.5 6 7 7 1 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 e 12 12 12 12 1.5 05 6.5 5 7 7 7 7 7 7 55 4. S 5 5 5 5 5 5 4 4,-0" 14 12 10 9 B 8 6 _262 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 B5 8 8 45 3.5 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5 5 14 12'10 9 8 B 6 6 12 12 12 t2 10 75 5,5 4 7 7 7 7 7 7 7 5S 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 5�-0� 14 12 10 9 B B 6 6 12 12 12 12 10 75 SS 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 1 8 8 6 12 12 95 75 6 45 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14. iz 10 s a E 6 6 12 12 12 95 6 6 45 - 7 7 7 7 7 7 55 4 s s' S s 5 _i_k- a SEE ANCHOR 14 12 to s a e s s tz 1z 15 9 75 5.5 4 3 7 7 7 7 7 4.5 35 - 5 5 5 5 5 4.5 15 - SPECIFICATIONS 6•-0. 14 12 10 0 B 8 6 672 7272 110 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5. 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 B 6 8 12 12 0 6 5 1 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 f0 8 fib 15 3.75 - 7 7 7 7 7 B 4.5 - 5 5 5 5 '5 5 45 - 14 12 10 9 8 8 6 B 12 12 10 8 0.6 1 5 3.5 - 7 7 7 16.5 55 4 5 5 5 5 5 4 3 7•-0" 14 12 10 9 8 8 6 6 12 12 12 B.5 7 1 5 4 3 7 7 7 7 7 7 7 6 5 6 5 5 5 5 5 5 14 12 10 9 B B 6 6 12 10 B.S. 5 4.5 3' 7 7 7 7 65 S. J 5 5 5 5 5 5 35 3 14 12 10 9 8 8 fi 6 12 12 8.5 55 4 - - 7 7 7 7 T 5 - - 5 5 5 5 5 5 4 - 14 12 70 9 8 8 B - 12 12 8. 7 5 4 3 - 7 7 7 55 4S 3 - - 5 5 5 5 4.5 3s - O VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE DO 14 12 10 9 8 a 6 t2 12 0. B 4.5 3.5 - 7 7 7 7 7 7 7 4 s 5 5' 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 72 9 6 4.5 4 3 - - 7 7 7 7 55 4 - - 5 5 S. 5 5 4 3 SCHEDULE 3, SHEET 11 14 12 10 8 8 8 6 - 12 11 7S 6 5 .75 - 7 7 7 7.6 a 4S - 5 6 6 5 5 4.6 - .14 12 10 9 8 8 - 12 15 75 6 S 15 - 7 7 8.5 5 4 6 6 6 S 4 3 9-0' 14 12 10 0 12 12.9.6 6.5 6S 4 3 - 7 7 7 7 7 7 6 3 5 6 5 5 5 5 5 5 14 72 10 9 6 8 7 7 7 6 5 3S - S 5 5 5 5 4 3 14 12 10 9 a 8 - t2 10 65 5 45 - 7 7 7 65 55 - 5 5 5 5 5 4 14 12 10 9 8 8 - .12 05 7 5.5 45 3.5 - 7 7 55 45 35 - 5 5 5 45 35 - 10,-0"14 12 10 9 8 8 - - 12 it eS 6 5 35 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 95 7 43 35 3 7 7 7 5.5 4S - 5 5 5 5 45 3.5 14 12 10 9 8 8 - 12 9 6 5 4 7 7 7 6 5 5 5 5 45 5 14 12 10 9 8 8 - 12 9S 8 5 4 3 7 7 5 4 3 5 5 5 4 35 - 11-0"14 12 10 9 8 8 - - 12 10 7 55 4S 35 - - 7 7 7 7 7 7 3.5,- 5 5 5 5 5 5 'S 4 p p 14 12 10 9 8 8 - - 115 65 4 3S 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - ( ry y...4" g LA D E ONLY 14 12 10 9 B 8 - - 11 8 5S 4 - - - - 7 7 7 55 45 - - - 5 5 5 5 4S - - - 1 J A ' Y 14 12 10 9 B - 15 65 55 4.5 SS - 7 7 45 35 - 5 6 4.5 35 J 12•-0.14 12 10 9 8 - - - 12 95 65 5 4 3 - - 7 7 7_7 7 6 3 - 5 5 5 5 5 514-51- 2'_ 45 35 14 72 t0 9_r8 8 8 4 3 7 7 5S 45 35 - - 5 5 5 4S 4 3 14 12 10 9 8 - 10 7S 5 4' 7 7 8 5 5 5 5 5 4 14 12 10 B B - 0.5 8 5 4 3S - 7 6.5 45 35 - 5 5 4S 35 3 13.-0"74 12 10 9 8 - - - IS 8S 6 4.5 3.513 - - 7 7 7 7 7 45 - - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 7 55 35 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 B 9 7 4S .75 - 7 7 55 45 - 5 5 5 45 4 14 12 10 9 - 10 75 5 4 3 7 6 4 3 6 5 4 3 14,-0'14 12 10 9 - - - - OS 8 5,5 4 35 - - - 7 1 7 17 7 7 4 - - 5 5 5 5 5 5 4 3 1M1 12 10 9 - 65 5 3 7 7 5 35 - 5 5 5 4 14 12 10 9 85,65 4 7 7 1 5 4 5 5 5 4 _ 14 12 10 - 9 7 4S 35 3 7 5.5 35 - 5 5 3.5 3 74 72 10 - - - - - 10 7,5 5 4 3 - - - 7 7 7 7 7 &5 1- - 5 5 IS 5 5 5 4 3 14 12 10 - B 45 3 7 J745 3 5 5 45 3514 12 10 - - - - - B 6 4 - _ _ - 7 - _ - - 5 5 5 4 14 12 10 - - BS 6b 4 3.5 - 7 - 516'-0`14 72 10 - - - - - 9b 7 4S 35 3 - - - 7 7 63/4 12 10 - 8 45 3 1a tz 10 - _ _ _ = 75 55 .7s = _ _ _ = 7 = - - - = 5 5 a5 - - FLORIDA BUILDING CODE(fdon High Velocity Hurricane Zone ,M'�ER A. T/'('�., ©2015 EASTERN METAL SUPPLY. INC. BERTHA HVTm • 7T71L7C7® a��• Accordion Shutter System Egg* 7 Hv eLao> #I w/OR w/o Hv YNNDOW MADE x !� Am®riCan Shutter Systems Lv.N BESCRIPRON DATE DRAWN UY: M.L. :.o; TILLIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 wile 4/13/15 �'• STATE OF r 6355 N.W.38th.SL.fits.305.VIRGINIA OAROFNS,RORIB4 3316 �RIDP Phone:(305)671-1530.Fm:(305)871-1531 4268 Westraads DrIVe z DRAWING No ••. ;` moll:Slteco®eel.mm West Palm Beach, FL 33407 3 AL E� \ WALTER A TLLrr j.P.E 4 9 5-0�5 P.E. SEAL'f�1(SNAiVI!{� %DATE FLORIDA De.Q 44167 5 SH E OF 20