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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 rima e 64 lJIiB j nIJrt?eaT1t M BCIS Home j Log In i User Registration 1 Hot Topics 4 Submit Surcharge Stats&Facts Publications FBC Staff F BCIS Site Map Links I Search i �>l Busines ProductProfessi rra! USER:PublicAUproval Regulation � Product ADprpVal Menu>Product or Application Search>Application List>Application Detail 54 q FL# FL389-R8 Application Type evision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category =Accordri.n Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer bJi 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 6 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZodF 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 2/l/2016 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,I)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A, INC. P.E.R. DRWG.15-086.odf 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 et 5 fof her spans and ASD pressures. �L3E9.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 I1 A.S.S.A. INC. DRWG.15-08. pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV Ddf 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 HVl and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 1I A.S.S.A. INC. DRWG.15^0$<3pdf 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.pdf 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 AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: securit•rttrrtuG's` e http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 2/1/2016 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SFWl NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WAND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASK WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND 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(1) dC BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 7HRU 15. 19&20. . GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADED 80214.01-03,80715.01-03.81004.01-05.81214.01-05. 80317.02-06.80609.01-10 AND 80210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE 1n AND HV WINDOW BLADE h1 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&81220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLIGABW -HV WINDOW BLADE ®80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,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 OI AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETALS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3. BERTHA N.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814x2.75 AND#140.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 W.TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA FIV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPUCATORS• REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 k i FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.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 k.1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W 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 16 HV BLADE IQ& WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 e.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779582.COMPONENTS OF THE APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S.PATENT#5'458.179 ISSUED TO EASTERN METAL SUPPLY. INC. AREA 3• HV WINDOW BLADE C1A1 ONLY 9.IT SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD q,. W WINDOW BLADE In ONLY CENTERMATES AND ENGAGE OR LOCK ALL FN AND HD LOCKS. AB FA 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVER(OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V_ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUIY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (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 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. 11111E FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone R r1 j�`/Ii7 ©2015 EASTERN METAL SUPPLY, INC. <<r= BERTHA HVTM �10E/(Y'''•.vs Accordion Shutter System _ I L E�+ O 1 N c. A■S■S■A■ KV.BLADE#1 W/OR W/0 KV. WII�OhVyRADE American Shutter Systems REV.No DESCRIPnoN DATE DRAWN BY: N.L •, * TILLIT TESTING & ENGINEERING COMPANY TF OF 6355 N.W.36th.SL.Ste.305.VIRGINIA GAROENS.FLORIDA 331 ASSOCiOtiOn� Inc. t OLD 11-192 4/13/I5 DATE 4/13/75 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 pRAWING No �'i�oS "" Gmo6:6ic000®ool.00n West Palm Beach, FL 33407 3 sip' •.. 'G������ E7-0006719 4 15=085 A7 NAL ENAAAAr` WALTER A TILILT Jr.P.E. SHEET FLORIDA L;.. 5 P.E. SEAL�Sr N9URE/DATE e.g aa167 6 1 OF 20 1'�EOR"Mw 6IAOE® VARIES 1.918' 1.491' Cyd' es G• N .200" o o Max. o �r 0.454' .09 (u 0.554. 4.371' 4.385" m, • 4.999' 6 r. .375 m n p 5 HV 90' 180' STARTER O HV SOLID BLADE OHV UNIVERSAL FLOATER 0 / COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE 1O 4 HV DIRECT MOUNT HV BLADEL V 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6 63-76 ALLOY ND TEMPE *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADED .37 6063-T6 ALLOY AND TEMPER 3.226" 1.500' 63-T6 ALLOY ANNDO TEMPER ,12q• /�OB5�' 670' y`4 2.670" ' 3.556' 9W12 ' (TYP.) � �•! .670• 2226" 72 o L NI 4.897• n .815" 2.092' 4�4• 4.436' 1.375' 0.072' 0.072- (tQIA DJ. ADAPTER W/LIP 3.226 LIFIED FO USE'W/ HV HV WALK-OVER TRACKHV ADJ. FLOOR TRACK B"oE 10 QUALIFIED FOR USE W/ HVlg5HV TRENCH TRACK 55' 3.75063-76 ALLOY AND TEMPER BLADE(1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE 0 ONLY. 1_C HV RAINGUARD BLADE(1) 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEM =� VARIES 1.936" BLADE�1/ 1 1.915' o VARIES 1.936' 6063-T6 ALLOY ANMD TEMPER Max. 917^ o0 083' 087" .083• .093" .n •mom - .100" n .125' .093"`o .060' 670 .060" - n 1} 1A v 670 1.686' 4.2 670 3.529' Q2 R 670 7a, 1 HV CEILING HEADER 1® HV HEADER/SILL 13 HD CEILING HEADER/SILL a' Q LL, -,QUALIFIED FOR USE W/ HV BLADE IFlED FOR USE W/ HV BLADE I ON1 ONLY 6063-T6 ALLOY AND TEMPE QUALIFIED FOR USE W/ HV BLADED - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q)ONLY. 6063-T6 ALLOY AND TEMPER X 1 COMPONENT A e T1 T2 MN XMN.Y MN t - 2" 1" 1" 0.062• 3 2' 5'MAX. 1/8' 1/8" SIDE ANGLEy 3" 0.090" 18 2' S'MAX. 0.192' 0.192" 16 S 8---- QUALIFIED FOR USE W/ HV ALUMINUM ANGLES T9 2.5" 7"MAX. 0.190" 0.190" 44 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 1D QUALIFIED FOR,USE W/ HV BLADE 1� 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. © 2' 5'MAX. 0.139• 0.131" 6063-T5 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone `,\j11t P TIL�4T/7jX/i ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM P. ENSF' 's A �����A� Accordion Shutter System 1 L E C O N Ili H.V. BLADE#1 W/OR WAO H.V.WINDOW BLAM American Shutter Systems K110LD CRIPTION DATE DRAWN BY: M.L ,.�` TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 11-192 4/13/15 DATE- 4/t 3/15 STATE OF 6>5 Phone36t(305)871-530.Fax:((330)871.15311116 4268 Westroads Drive Dw,wlNc ND FLORID •� ��� a-marl:htteao®aol.aom West Palm Beach, FL 33407 15-085 ' EB-0006719 100%, � WALTER A TIIN Jr.P.EP.E�9 hF06RE/DATE FLORIDA ua.B`°167 SHEET OF 20 4.660' .929' 1/4'-2091/2' 1/4•-20 , CE CAST 4.576' 45 2.93' RAT KIM THRENEO HOUSING EN EI 2.293 .745' 9.554' ---.S. BWED PAfsl PAINTED 1/1EAnm DIE CkST (2 TIP. HOUSING atwo. BNCFDPPI"TED g1081URN O N G a N s2. .062' O' o .875' o . n 1.325' m ob .318 DRh65 CYLINDER9TASS=NDEIt m.14• p.4$q• __ I a CHROME (CHROME PLATED) -i PLATED) 21 HV CENTERMATE ss. - - ® CK o, sD• 32s HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 10&(OONLY \ 2FLOATINGCE ER T , S.ozJ' .975' m QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QU ED FOR USE W/ HV BLADE 1 & to ONLY ��--��,, - LADE�& ®ONLY. BLADE(a)& ®ONLY. 6063-T6 ALLOY AND TEMPER (L„ C N R Q AUFIED FOR USE W/ HV BV+DE 1 ONLY 250'O.D. .1s' 2.974' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD - 1.756' 922' 4.0 ff, _2L MOLDED EW n . 2. 079' 1.753' .360'AFTER RIVETING t aam•_ \ $ n Q64 '` 06 o n n 1/4"P-20 5 X�3�4•" BEFORE RNETING S.S. THUMBSCREW J/4 0-20 RIVNUT* 00p *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE RANGE THIN I 822' SHEET NUISERf,PART/0820,AS MANUFACTURED BY AVOEl PLAN FROM ELEVATION m n n m 4.566' CHERRY TE1(fORN,PARS1PPENY,NEW JERSEY 07054 OR EQUAL © ® HV MALE T LOCK CENTERMATE T " " LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE OONLY HV® HV FEMALE "T" LOCK CENTERMATE ® QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-i6 ALLOY AND TEMPER QUALIFIED FOR USE W/ FIV BLADE ONLY BLADE O7 ONLY. QUALIFIED FOR USE LHBLADE 100NLY W/HV BLADE(D ONLY. 6063-7-6 ALLOY AND D TEMPER 6063-T6 ALLOY AND TEMPS .5' 1.917 1917- 3.161 of .0 - 432 D N 7HUM9RN 1. . CYUNDER OR .063' v .063 -.062' KEY CYLINDER 214' .214" _ 545' 0.875'Min. 1O n 1 .125'Max. O H CENTERMATE NO LOCKING OD ® D CENTERMATE W LOCKING OD .ao oQQ o m QUALIFIED FOR USE W/ HV BLADE 1 & ® QUALIFIED FOR USE W/ HV BLADE(1)& 1A .g04• ^ c 6063-TES ALLOY AND TEMPER 6063-7-6 ALLOY AND TEMPER ®3 HD CENTERMATE'S INSERT VARIES. 12'MIN. QUALIFIED FOR USE VI/ HV BLADED& 1A m o f/a'm-2o S.S.OR 3/e'm-tfi I 1.130' 6063-T6 ALLOY AND TEMPER _ _ _rTHUMDTURN ACETAL THUMBSCREWS. _ t1/2' OR KEY CYDNDER (SEE DETAILS) DQ - OYU DER --- - t15' 1. Min - * 1.7878'Max. LOCKING RODS HD LOCK N QUALIFIED FOR USE W/ HV BLADE01 J75'm 6063-T6 ALLOY AND TEMPER 6 HV 3 8"�-16 ACETAL HV 20 AISI 304 B1'REGENT HARDWARE MORTISE LOCKS SPATES 2333 HOOK BOLT LOCK. 1 A SS INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS FQUAUFlED FOR USE W/ HV BLADEO&RIES S.S. THUMBSCREWS D ILLED AT TRACKS FOR PROPER EMBEDMENT QUAUFlED F 41U ENVVV+V BLADE 01 QUALIFIED FOR USE W/ HV BLADED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0, .. .a.•• J9�i m 2015 EASTERN METAL SUPPLY, INC. ENS F BERTHA HVTM 1 L E C O IN AS■S■AL. Accordion Shutter System LLI, •`�=- = rtv. RADE#T w/DR w/o Itv.wtISWW MADE :CI:_ American Shutter Systems Vv.NJ DESCRIPTION DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY S A330CIatiOnm Inc. t OLD 11-192 4/13/15 DATE- 4/13/15 A••, W55 N.W.36th.St,St..305.VIRGINV,WftOFNS,RAfim4 3316 A_•. FVnntOP. �_�` 4268 Westroods Drive z �', F, •• Phone (305)871-1530.Fax (505)871-1551 DRAWING No 00069mo.cmm West Palm Beach, FL 33407EB- 3 15-085 W&TER A.TnLLff J,P.E.719 4 P.E. SEAL/SIGNATURE/DATE FLORIDA uG.g 44167 6 SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 41 3/a•m 12TOIN. LE P� I . szs' Q HV BLADE 1 40 i i E 1A .1575'n ERIOR ® 3 I 1N WINDOW BLADE .0625' .*cnON X-X 0625 .0625" HV BLADE to �I BLADE'S .1875' Y ® HV LONG RECESSED NYLON BUSHING aloZ I I n KNUCKLE "�OFENIN 0625-I 0.0625' 0 HV SHORT RECESSED NYLON BUSHING 3 0 � FLAT PORTION R7.750fY/ ® HV NYLON HAT WASHER Q OR ® HV WHEEL CARRIAGE AISI 302-303 SERIES I L = 49 40 ! �/PZ.750' X 0.670"x3/76"THICK NYLON WHEEL 3 I I N 2 7 8"MIN. n / HV WINDOW LEAR 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION 03.0 BETWEEN .0625• 3.7500' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR L(T - OPENINGS N 5 NIERS SErnON r2r" p ON 11C-N7ERS•+• .7500" © HV 2 3/4' ACCORDION PIN W/ #8 HEAD * 4 .,E=O 4 "�47* C2�1R4' �mR El 21 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I E BETWtFs.11 TYPICAL HV WINDOW BLADE AND $' POLYCARBONATE HV WINDOW DETAIL 3 nl 39 i I 3 (DOR ® ® Or (SE0 E NOTE FOR I REQUIREMENTS) ' L DOR ® j *P01 YCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE I I I 12'MIN.CL CE RESINS, UV-STABILIZED GRADE OR SABIC 7k TO BLADE 8 M INNOVATIVE PLASTIC LEXAN 103 RESIN " HSV P�I'N REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR � IFa� I @1 OR I (SEE NOTE "F" ON SHEET 19). _ � i ® � ! o � (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR "No I I I I I I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR EXTERIOR POLYCARBONATE SOURCES FOR 44 HV (j BLADE. TYPICAL SHUTTER ASSEMBLY �'PSTAr'P` AT DARD (7_) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT N.T.S. HV PIN 42 OEXT310RPROPFml6 RACE ? EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324' BLADE'S KNUCKLE. SPGRANIY ASu 092 D.o43 I6/n 0.043 in/`' BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. (SEE NOTE FOR _r ® 3 I� REQUIREMENTS) TtT19LE nEtD STRENGTH Ati7u o67a 9,100 0.vl 9,500 Pa.i. ! FLEXURAL STRENGTH AT YIELD ASTM 0790 12500 P.v.i. 13,400 P.el (3) HV PIN f42 0R ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® > I ! ! i FLEXURAL MOOU US Am D790 340,o00 P•o+• 345.000 P.:. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ej �/ I I i SHEET O v II t• no1cL+ED¢oD ASTM MG fa Fr-In! 17 Fr-Io! I WHEEL CARRIAGE DETAIL RAW F BBURN`NG M M5 472 1 OASS o-5 c S N.r.s. ASSEMBLY LAYOUT N.T.S. SELF ICNRION ASN O1929 1010'F B80'F 1�.A41 : AS1M 0155 TET151LE S ENGTH AF1ER WEATHERING ASO!030 9302 Rv.i. 6090 P.v.1. MHV BLADE SOLID & CA HV WINDOW BLADE DETAILS �I�9 �D`�%TAlHLRNO ASTM 6461 Pai. 666°Ps. N.T.S. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM N IL E C O ,N-. A■S.S■A■ Accordion Shutter System H.V.BADE#1 W/OR W/0 H.V.WINDOW BLADE American Shutter Systems 3EV.N DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY A930CIatlOn, Inc. 1 OLD 11-792 4/13/15 DATE: 4/13/15 . ATE OF Ze3ss n.w.360 sL M&305,NRGINA GARDENS.{CORM}}76 4268 Westroods Drive 2 F' RIDP .•'�`���� Phonc:(305)871-1570.F..:(305)871-1531 DRAWING No —I:6Reco41PPI.GPm West Palm Beach, FL 33407 3 . s •.... ' O ,`C? \\ WALTER x000 19,P.E. 4 15-085 *'l,' NAL EN ,\.\ FLORIDA Lia.�44167 5 SHEET P.E. gtq"�'S101�A�URE/DATE 6 4 OF 20 ®•®° 4�+® © *NOTES ON HV LO KS AND CENTERMATES: 1. MANDATORY CONDITION I1: ONE HV LOCK®or@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN �•® M N S 7 U ®��® ®�® OR 12 ABOVE ORB OW 62.1 2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©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 TYPICAL SHUTTER ELEVATION. 2.QP[]Q IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16°, LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES V OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DDa-Neva 3. 011DMMDATDRY CONDMON 11 OR 11MITTED MM S�0 2 IS USED WA H.K LOCKS); LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ° 4 0 g6 oR®i °A® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS(5 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ��� 4. MANDATORY CONDITION 02: ONE HV LOCK® (5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN III AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, s ATTACHED TO f CORNER CENTFRMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS gf € AT TOP& BOTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xtt�o-_ xyvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V woCENlERMATES 5. FIRE ALTERNATE TO MA DA&DRY fQHDMON #11 A-W B%;>S g'9 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN.AND Og= �a4 � � INSi TIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT E1 V ins OF 1/4"0-20x3/4"S.S.THUMBSCREW TO OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. ai Npw og RNNUT AS SHOWN ON SECTION HVE, SHEEP 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t �ivY"-- 'gVmg p 3 LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANO.:TORY CONDITION 13 EDR 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®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E X I J K L M P 0 R V W X SHEETS 10& 18 TIT. FULL It *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER �iNaYRFD YAD1• CENTERMATE ONE ALTERNATE HV'I'LOCK 0MAY BE INSTALLED IN LIEU OF HV LOCKS OR®FOR ANY SPAN AND ©w®°"©•�oa®oR 0+13 I STALLATION AT ANY ELEVATION. ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES 9 AND®W/ 1/4'0-20 It 1 1/2'LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR©+O+©°R©+O•®°fl MAXIMUM ABOVE AN 4"BELOW?MIDSPAN. USEOFTWO•Ox LOCKING RODS®TOP AND EE:8" RIVINUT.LOCK MAY INSTALLED IS MANDATORY. OR 12" D LOCKS & CENTE TES: 1, r : ONE ALTERNATE HD LOCK(5� MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8' F.H. S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HVB 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 Hurrican. one BERTHA HVTM Accordon�hntterSym L ECO �M� A,S,S.Am KV � �� ��IMME American Shutter Systems qM Mc DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. + OLD 11-192 a/t3/15 DATE: 4/13/15 STATE OF .•Q 6]55 N.W.36th.St.,Ste.305.VM NIA GARDENS,FLORIDA 331 9 4268 Westroads Drive z Ph ona:(305)871-1530.FOK:(305)871-1531 DRAWING No e ..T 6rce..C..I. m West Palm Beach, FL 33407 3 15-085 ONAL ENG•`��`` WALTER AEB-�OLUT J,RE 67 9 � P.E. SEA(fftN}��1)1RE/DATE FLORIDA Uc.8 44167 6 SHEET OF 20 NCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE -(SEE SCHEDULE GN REQUIRED 1/4'0-20x3/4'S.S. CONCRETE REQUIRED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED I'oR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 1 18 A ONE(SEE MOUHTING@ON SHEET 7) SHEET 13) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) 1' 1� Min. 1/4'0-20x3/4'S.S. M�^ EQ EQ- MACHINE SCREWS ___ Q 0 _ USING 1/4'-20 NUTS 1/ - - 19 2 r A 12'O.C. E.D,« /2. .250'Max. -- - 5 ___ --13 Ga 15 - -- U.4 -- 250' E.0 1 1 .250-Max. Max. OPTIONAL 11 J. \IPTIONAL w arm TO MkSS SEE i'11��MAADDEE Oncr_ 1 OR ®♦ EXISTING —(SEE SCHEDULE ONTION TSHE�1) 1 EXISTING oN 9✓EFS t9 FOR I I I ' 1 GLASS ffADES(Ds MIN.SEPARATION Ta GLASS GV+SS—i -(SEE SCHEDULE ON SHEET 11) EXISTING 1 ® HV WALL HEADER INSTALLATION GLAss 1 ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EMSTINMIN.SEPARATION TO GLASS GLASS--' I,Dy 9:➢AAATIaN ♦ i I 1 i I 1 EXISTING —(SEE SCHEDULE ON SHEET 11) 1 M Ona(SEE I VL OR ® MIN.SEPARATION TO GLASS i GLASS 1.1 SCHEME at®� I I i`(SEE SCHEDULE ON SHEET 11) I 1' ON 5T9Ef 19 Tat {{f, 1 i OPTIONAL i 9MEsN&(� I ' z EXISTING I - - Il t GLASS—� I .0.• t TF_ �OPTIONAL13 OR 15 x E D.* ii ii i Ii ii /2" O O D. EO EQ-{ / r-- 13 OR 15 JJII t' �jr\\,."CRETE 12 OR® -- -- 1/4'0-20x3/4'S.S.--- PHIWPS TRUSS HEAD 4b-20xD M S.S. SCRES MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ANCHORS 17 18 1• MAC INE NUTS S SI O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS 6 12'O.C. HEFT 13) �NCRETE Min. POUREDCONCRETE SHEEP 13)POURED CONCRETE OR CONCRETE BLOCK GR CONCRETE BLOCK ANCHORS REQUIRED WALL REQUIREDOp HV WALL SILL INSTALLATION (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1- SEE SHEEP 4 FOR TYPICAL SHUTTER *E D.=EDGE DISTANCE �) H V B LA D E ASSEMBLY ♦ SEE UMRATIONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEET 19 IN ANY WAY TO SUR ANY INSTALLATION. 1111111401FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone /C /A2j ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System iTTE c o ,N�. A.S.S.A. �v.11ADE#1 W1 OR W/o KV WMW MADE American Shutter Systems ZEV.N DESCRIPTION DATE DRAWN 13Y: M.L TILLIT TESTING & ENGINEERING COMPANY o' S AF Assodation, Inc. 1 OLD 11-192 a/13/1s DATE a/13/ts 9•• 9333 N.N.36N.5L,Ste.30.5.'AGWW GARDENS,FLOROA 331 4268 Westroads Drive z Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No -mail:URCC CCDI.wm West Palm Beach, FL 33407 3 15-085 9 4 /ONAIIEN,;.`� WALTER A TLUT1Jr.P.E. 5 SHEET 1P.E..'SE;#� NATURE/DATE FLORIDA Uc. 44167 G 6 OF 20 POURED CONCRETE ANCHORS MIX SPAAAXION ' , ®� I ' I i MN.SEPA nOtl NCREIE (SEE SCHEDULE ON SHEET 13) TO CLASS(SFE 1 OR 7 TO CLASS 1 REOUTAED EDGE OF t1 FLR EO E mum i I IX —' .vl.�wHnon i ~(�5x[[T II)ON- Co ' •�SLAB IF ION SNF1T.8& I i I I 10 GW, I B D. APPLICABLE EXIUGN , �mg® `( ss I ALTERNATE i i i i i i i i it CATID(I�G LOON I I I I i i 1 #10.3/4"HEX WASHER HEAD II ii 1 1 OR 13 OR U5 0 3/a N N. TIX SCREWS 0 12.O.C. i EDGE OF 3/8 MN. CONCRETE ANCHORS $ SLAB IF APPLICABLE 7 (SEE SCHEDULE ON SHEET 13) E , i I EDGE OF EXISTING ' , EDGE OF--+ II' SLAB IF - 0, GLASS SLAB IF , X1/2` 1 FDt:E OF APPLICABLE I Mx� � APPUCABIE .0. .O. APPLLIICABLE POURED FLAT HEAD CONCRETE ANCHORS M CLASS M I I CONCRETE E.D. CONCRETE (SEE SCHEDULE ON SHEEP 14) -{ 111 RSCHEDULEaAINO•c®Atm POURED REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED OI SLEET 1s Fin 1 OR ® CONCRETE D x� (SEE SCHEDULE ON SHEET 14) F„ne;IDAp �I REQUIRED 11 .TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. U HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER HV FLOOR INSTALLATION t SCHEDULE#3, SHEET 11 © HV CEILING INSTALLATION EXISTING 10N.NSEP�M�A➢ON CONCRETE ANCHORS i—'—(SSPE saFn ro n..s i O SHEET 15EDULE ON 1/4.0 aW) AOVANCED nAPcoN i al strtEr tq I O EXISTING TECHNCUOG1'OR 1/4•e POWERS EXISTING G�SISTING� um.Sv�vu,WN ro awSS ' GLA55--I i ' / MAX. GLASS_1 I 1(�:EPARA ON 91E[I f Il I ,_O FASTENERS TAPPER.ANCIIOTS W I I uw.4PAW1gN 1D i 1 3/4•MN.EMBEDMENT a 6• i' OC.FDR UP TO 6'-0•SPAN AND I I i 1 I 4.O.C.FOR SPANS LARGER nYN 97 i i I I I i 1/4 i '1 I '1 SFNANT AT TEVE7TY FFSIENER IfADY I 3I D x i i I�" MAX. HIX (1m.)C. NmET oN SLEET f I F77R UMD1nIX6 3/8` (. I, -'—O 15 ,I e I I WASHER HEAD I CONT,SEALANT W I MIN. 'I TEK SCREWS I, I . 14x3 4" HEX HEED 1 8` ® 12`D.C. I 8, ® 'i 'Jig- I',.• •'. k 8 / I,', �'' t/4b-2O.3/4•SS US TIX SCREWS®9"O.C. - --- 14x3 4`S.D.S. I I ' 1 4' USING 1/e 2O NUTS / CONCRETE ANCHORS - _ _ 6 +O J/ / - --- ' ' '".a �,' OR 1 4`0-20 S.S. M.S. 1 ®9'O.C. -— MDY. W/NUT 4D 9"O.C. (SEF SCHEDULE ON 1 0 12'O.C. p.. n .. f SHEET 14) •. '.. EXISTING NON SMUCTURAL _ A74______ )]OR 1 B 1/2` 1" 1] R)8 '1 2.0E"DMIN. wLL 7841(DECORATIVE •... I J I EDGE OF S ' SLAB IF f 14x3/4"F.H.S.D.S. .MIN. ✓ RO�p CONCRETE III 1 7/8' I 1 7/8' I APPLICABLE CONCRETE ANCHORS ®5`0'C' I'.f _ - REQUIRED SEE NOTE 13(b) - •"°..,. "•~ . D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 1S(b) �•', OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 "• ^� REQUIRED OR CONCRETE BLOCK OPRONAL POURED REQUIRED ®MAXIMUM A(S.N OE31GNou�IRNG841NSTALL.sT10N cDNCRErD OK HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION REQUIRED NAXPAUM SHUTTER SPAN B'-0• �J HV RAINGUARD INSTALLATION t NM NOTE FOR C0IABINATLON OF SECTIONS: x t REMOVABLE WHTHIS EN ON SHALL ERFORNED E.D.=EDGE DISTANCESEE I-IOF ENT TO 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ORU�ENTRANCE AN OPERABLEEXITBLADE MIAAON"SHEETU19 FOR ASSEMBLY INSTALLATION DETAILS W/ T HV BLADE 114 ANY WAY TO SU�rrONS CAN MY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM \CENordion Shutter Sy stem ECO .N Acc1L A S S FLV. .ADE #1 W/OR w/o FAV.WINDOW RADE American Shutter Systems 4EV.N DESCRIPTION DATE PAWN BY: MI- cc L -a'• `STATE DF TIWT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-152 4/13/15 DATE' 4/13/15 .Tss N.w.36tH.St..Ste.sos,vlRaNw GARDENS.FLORmA M16 4268 Westroods Drive 2 Ph anR:(305)871-1530.Fa.:(305)871-1531 DRAWING No EB- 006719 West Palm Beach, FL 33407 3 15-085 ,,TS/0NA1."1 ER A 0" WALTT1wT JI.P.E. SIdNATURE/DATE FLORIDA Ue. 44167 6 SH7Ef S�LLf P .E. OF 20 SEE END WALL CRON QMI SEE NOTES ON LOCKING RODS 3®,Hv LOCKS(5 or D FO_UT90 IN EXISTING GLASS f INSTALLATIONS W f Cl) HV **MD ALTERNATE Hv LOCK®ON SHEEr 5. 'Ir J/ MADE SLACK OETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES ­­PPPUCATIDN WRN BLPDEOI *03OR 23 SEF Fun WALL CONNEIMN ars EXISTING GLASS DETAILS ON SH 0+@-� @-@-@ — ---------------------- —————————————————————— — + 7 oR 2'x2"xl/6'x0'-2' I ®'@ O+Oars 19+3 3 1/4' 7" 6 1/2• 7' (6063—T6 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON 1/2• oR©+ 11 ANCHORS TO CONCRETE I CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)& , IOx3/4'S.M.S. 12' -- TO GLASS (4)810x1/2'B.M.S.TO TUBE O.C.FULL LE 12' W/ HV LOCK o Or 5 W HV LOCK Or (SEE SCHEDULE AT EACH ANGLE 0 ) I N * * 3 %k 3 ON SHEET 11) 5 ® W 35 IN � L: * , - 1 5 O 90 I/L , 1/2' ' 2 ® 3 O HVA HVB ��®�©+O�®�,o 0°R POURED CONCRETE OR 1D+ �IXISTING GLASS FEQlC1RED DLOCK WALL 5! 8u 1 8rn 8 m 6 7 oR 6 7 , O © O O'® I SYMMETRICAL N �' 7 `© +O'®� MIN. SEPARATION rcLAss 8 �°R Q,©�19 0 I�IXISTIN CENTERMATES © I N ©'®an 1©+®'x'®+@ aR To GLASS 5 _ _ GLASS I T. (SEE SCHEDULE —— * �/ HVA (IPTIONAL NTERIOR) ON SHEET 11) MIN.SE�TION ©{® ® a+ Z ©+® -- TO GLASS J (SEE SCHEDULE I N OPTIONAL ON SHEET 11) (INTERIOR) _ _—_—_—_—_—_ _—_—___ —_—_—_—_—_ I — OUT _- CHOR S ONCETE 0 11— ANCHOR -- ------ ----� * 1I 16•a.0 1 5 ®oa * Z VARIES 3 * J 9O * ® ® C72 m ® OUT 6 1/2•MAX.SLACK OUT * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. �E�jj111TTTTT�� BERTHA HVTM ` �.��..A:TIL.T ��GENA S Accordion Shutter System - 1 L 7E—C O i N ■ ■ ■ ■ H v.FADE#1 w/OR w/o Kv wlrooW aaDE * (/� !`�:* TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems qEVm No DESCRIPTION DATE DRAWN BY: M.L. 053 N.W.36th.St.,St..303.VIRCMIA GM10EN5.BARNA J316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 o'• STATE OF .. = 4268 Westroods Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No �'• .-.oil:cit.. West PGIM Beach, FL 33407 3 'apo' `�ORIDP • `,` EB oo0s719 a 15-085 �i F•• �� WALTER A TILUT Jr.P.E. sj�A�i` E/DATE FLORIDA ua.9 44167 6 SHEET OF 20 P.E. 91rAL, ALTERNATE INSTALLATION W HV "T" LOCK 0 V MALE FEMALE "T" LOCKS CENTERMAT S 8 9 & LOCKERS W1 1 HV BLADE SCE END CONNECnON DETAILS ON SHEETS 10 & 18 INSTALLATION n HV BLADE OUT IN '?�D=w D� SADEoS+ADK DE NL NW.PIDICATED ON SHEET 8, W/ HD CENTERMATES 6� if AS WELL AS UNIVERSAL FIDADNC BIADEQ DETAIL HDD-KVD. ®,A©•O]m 88 INDICATED ON THIS SHEET.NAY DE USED WRH THS ALTERNA QSEE END WAILL QDN ETAILS ON SHEETS_IO 8 I lOm®"®•�©•®m NSi011ATON DETAL VC SHOWN IN Ns SHEET. ([d0.l-TB ALLOY)ALUM. I 5� QI©,® 35�[ * 35 ANGLE W/(II 1/a-1 TAPC:fXI , ANDH 0 CONCfRIE (OPTIONAL) 4 (OTIONAQ --— —— -( (TOP/DOrrOu)a L-------3------------------------ --------- ---- ----------- (4)1101+/2'sus ro I)] i Itou/a•sus o 12• ---- 3 AT D'GN A•ACIE 0.G NIL LDIQM. >I! I N ———— (,1)H.V. I N (a)H.V. 4N.SPWUTgN e' 30 HV T" 1 PINS(fYP.) 7 V PINS(TYP.) k. f LOCK (INSIDE) 5 — 1 28 29 1 1 1 _ 1 1/4- 8/9• /° z a/a• ® 5 3 OUT 31 DR 32 t 33 31 oR 32 31 oR 32 35 31 oR 32 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (OPTIONAL) *SEE NOTE 6 FOR ET LOCK W/ 7/8"0 x 3/32" WINGNUT. (DPmNAL)HD OUT HDC—HVC LOCK,ON SHEET 5, SYMMETRICAL HD CENTERMATES ©O HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES W/ a LOCK (INTERIOR) W/(2*` LOCK (EXTERIOR) j HVG* 9414 ALUMINON ®m©•Om® 10•®°• 2024-T34-rJ ALLOY)ART 1 0820, THIN 10@-©•®a SHETTT NUfSERR PART A D820. AS NANUFACNRED HY A`NEL CHERRY 1 07054 ,PARSIPPFNY,NEW JERSEY 07054 ©•Q•©m©•OO •®w OR EQUAL a•®mp•®m�•�m©.® 3 (D F*** NOBS ON LOPONG RODS0 a HD®LMIS ON v ` UNhDSRL RSNIING UADEQ DUAIL NDO-MLD 15 \ VAIJD m ALL LVOESaNDs APPOGTONs'MIH e1Ax O HDD—HVD'* FLOATING STACK 11r FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ........ p:T�((/pA�'i' O 2015 EASTERN METAL SUPPLY, INC. ��Q \\CENSE' J9,'' BERTHA HVTM = -- /7iL EC 071 7c � �.S.S.A■ �YAcccord�on CR ohuttweirr SyNWW stem ADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY o'- TATE OF .•Q Association, Inc. + o(n 11-1sz a/1J/1s DATE: a/1a/1s �•- tv 6356 N.W.36U.SL Sta 30.9,V dNA GARDENS FLORIDA 3378 4268 Westroads Drive 2 Phone:(305)871-1530.F-:(305)871-1531 DRAWING No ,DDe:Nft,Dloaof—M West Palm Beach, FL 33407 3 15-085 ass/ONALE���` wALTE�a 0067TILUr1.9iT.P.E. 4 Agrr NTp FLORIDA Li..#44167 5 SHEET P.E. SEJ�`L'�I��ATURE/DATE 6 9 OF 20 POURIETE POURED CONCRETE POURED CONCRETE OURFD CONCRETE CONCRETEOBLOCNC'CK WALL OR CONCRETE BLOCK WALLREQUIRm OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR /�IXISDS 2'MIN EXISTING CLASS NG GLASS S a 16'O.C. 1__F_� MKSEPARAnON f — 1 /--- 7 2'MIN. TO GLASS(SEE MIN.SEPARATION SCHEDULE ON SHEET MIN SEPARATION I i FAN SEPARATION EO t t EQ Tb CiA55(SFE11 FOR BADE©ANO SCtio W`ULE ON(SEE DAN I TO GLASS(SEE 1 SCHEDULE ON SHEET 1/16'x3'MAX. ON SHEET 19 FOR 11 FOR 11 FOR BIADE0AND SCHEDULE ON SHEET 11 FOR BLADE©nrvD (6063-T6)CONT. BLADES Q&(2b / 01&9 FOR 1/2 ` �m 19 FOR (LOCATE AT 1 CN ShBEf 19 FOR ALUM.CLOSER OTHER SIDE 9ADESm&Q4 PLATE. (LOCATE 1/2 OF SQ) J AT EITHER SIDE MIN --_-- --_-- 1/2•MIN. OF®) I •t•USE 1'OR 2'MAX. I 810x1/2'S.M.S. (AS APPLICABLE)x2^x1/8'x0'-2' #10x1/2'S.M.S. _____ ® 16'O.C. I ALUMINUM CUP ANGLE I ® i6"O.C. ----- / (6063-T6 ALLOY)AT MIDHEIGHi / 4 (1) jIOx1/2'S.M.S.TO®& 4 (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FO WALL AT 1"O.C. (LOCATE AT cJ I OR ® EITHER SIDE OF®) COR SIDE CONNECTION OR(31� SEE DETAIL X FORi OR ®� TO TRACKS SEE DETAIL X FO 4 SIDE CONNECTION ®0°©`0°'�" 0•®' O ®°p©•O7 m® 10•®� ®`•®a 6 7 w 8 10•®� TO TRACKS SIDE CONNECTION a 6.7 a,8 0•®" 10w®"©.�©•©� TO TRACKS 10•m®�©•�©•©� 10•®�®•®�©•®O1 10m®a0`®-0.0a ©•Oj .©a©.Oj •®' e- •0"©.O7 •®m END CONNECTION DETAIL Q END CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL q) F4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- POURED CONCRETE OR 4 CONCRETE BLOCK WALL EXISTING EXISTING GLASS REQUIRED GLASS ————— 4 ——_—— 2 S.M. MN.SEPARATION /. TO GLASS(SFE / ® 16" .C. MIN.SEPARATION 1 y y—_____ SCHEDULE ON_ E3 ORS OR�OR CLASS 1MADE®D CONCRETE 1/2"MIN. SgiOEDULE ON( ET ____________ - ON SHEET 19 FOR ANCHOR® 11 FOR BLADE�AND OR OR 1 OR CONCRETE BLADES(D&Q7 12'O.C. ON SHEET 19 FOR ANCHOR Q 9-1, cJ BLADES O&® OR� 0 I6• -_- 1/2'MIN. _t 4 _____ _1 2'MIN. _ _—_ 6 OR®OROR 2"MIN. 2"MIN. ♦ SEE LIMITATIONS OF USE FOR V EW Y BLADE(DON SHEET 19 @ OR)3 OR(qOR(3OR� ?10 1 OR ®' PLAN DETAIL X POURED CONCRETE OR R ®� \\\\\ ®�©`O�© +9•®� ©:®a©`�m0 'D•®a END INSTALLATION CONCRETE BLOCK WALL �1fi'�®°t©•�®•®e1 O RE0 1 ED O.O•©®©•p•®� O.O•®�©`O•®w n HV BLADE OR I HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q O ®�® ®a� ®ate END CONNECTION DETAIL 6 ® ®®® ®W® � °�®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone F Tl( ��''�., ©2015 EASTERN METAL SUPPLY.INC. �E. ..:....( BERTHA HVTM \G EN" ASS A =: Accordion Shutter System 1 L ECO N 1 . KV MADE#1 Wi OR W/o RV. WINDOW BLADE = American Shutter Systems REV.N DESCRIPTION DATE DRAWN 81: M.L. s - TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE OF ¢ 6355 N.W.361N.St,Ste.305,VIRGINIA CAROM FLORIDA 331 �••• Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No 0RID .'C1 a-mea:tllteo'Cool.00m West Palm Beach, FL 33407 3 •........ E8-00067,9 15-085 �,, E�;x\\\ WALTER A TI LT Jr.P.F S/DNAL6 SHEET P.E. 41 6' FLORIDA FLORIDA` "167 6 t0 OF 20 SCHEDULE #1 SCHEDULE #2HEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" * NOTES: (ft.). FOR INSTALLATIONS W/ OR "L-".(ft.) FOR R -L-' (ft.) INSTALLATIONS INCC CATION LEGEND CENTERMATES.® &(p or INSTALLATIONS W/ yy C CONCRETE & WOOD (7) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® Or or �� & &)WI ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE ® ® ® ® ®® ODSRW/ NO LOCKING MOUWALL NTING A F. K & L E MORNS, &PV.Q AS.D.DESIGN PRESSURE RATING. CENITERMATES & W/ ONE HV "f' W/ NO LOCKING RODS LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t.1t) (VAUD FOR MOUNTING 11 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES ,1t /� SHEET 7) FLOOR/CEILING G, H. I, 11. J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: V CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD CONCRETE MOUNTING & M ualmLuu 1WnY,1M N MAwMUM GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, Aso.DEsm ASD.DESIGN ASD.DESIGN INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING rtassURE DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. RA11RG RATING & RATING FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, TPdJ) MOUNTING (P.c.t) FLOOR/CETUNG MOUNTING fP•41J OR DETERMINE MAXIMUM SPAN •L-"FROM SCHEDULE. (+OR_) (+OR OR-) FLOOR' Pit MOUNIINC L+ (tt) L-(iQ L+ (R) L-(It) L+ (ft) L-(R) L+ (8) L-(� 0 MAXIMUM SHUTTER SPAN "L+"OR "L FOR INSTALLATION S INTO WOOD SHALL BE UMTTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0" 16'-0" 16'-0" 16'-0' 30 16'-0• 16'-0` 30 16'-0' 16'-0" 105 psf.A.S.O.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND L-'. 35 14'-to" 14'-10• 15'-2' 16'-0' 35 14'-10" 14'-10" 35 15'-2" 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 BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS _50 12'-5' 12'-5' 12'-8" 13'-7• 50 12'-5• 12'-5' So 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'- 55 11'-10" IV-10" 55 11'-1" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7' 12'-4" 60_ 11'-4" _11'-4" 60 10'-2" 10'-17' NOTE #5• SHEET 5. RATING: to'-10° 10-10 - 1 65 10'-10" 10'-10" 65 W-5• 10'-1" DETERMINE:. LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6• 10'-9` 11'-5" 70 10'-6' 10'-6" 70 8'-9' 9-4• L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-7• 10'-4• 11'-1" 75 10'-1" 10'-1" 75 - 8'-9" tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR INSTALLATIONS. 80 9'-10" 9'-10" 10'-0' 10'-9' 80 W-10' 9'-10" `L-'AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85 9'-6• 9'-6' 9'-9• 10'-5' 85 W-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RA71NG: 90 9'-3" 9'-3" 9'-5" 10'-1' 90 9'-3' 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-91 9'-2" W-10' 95 9'-0" W-9" LIMITED TO +64•-72 p.s.f. AND 8'-0" SPAN, SEE L2-= MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 B'-9" 8'-4' 9'-0' 9'-7• 100 8'-9' 8'-a' MOUNTING MU ON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" e'-9" 9'-4" 105 8'-7" T-tY 110 8'-4" 7'-7" 8'-7' 9'-2" 110 8'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" 7'-3" 8'-4' W-11• 115 8'-2' 7'-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'LW, "l2+', °U- AND Lz-" 120 B'-0" 6'-it' 8'-2" 8'-9" 120 8'-0" 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8" W-0" B'-5" 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10' 8'-1' 130 7'-a• 6'-s" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2' 7'-9" 7'-9• 135 7'-�" 6•-z" MINIMUM SPACING. 140 r-5" T-11" 7'-7" 7'-6' 140 7'-5• s'-n ASTM E-1996 SEPARATION 1457'-3" 5'-9" 7'-5" 7'-3• 145 7'-3' S'-9" TO GLASS 150 7'-2" 5'-7" 7'-4" 7'-0' 150 7'-2' 5'-7" 155 7'-0' 5'-5" 7'-2" 6'-9" 155 7-0" 5'-5"— 1 THRU 3 1" 160 6'-71• 5'-2" 7'-1" W-7" 160 6'-11' 5'-2- 165 W-10• 5'-1• 7'-0° 6'-4" 165 6'-105'-1" 170 6'-9" 4'-11' 6'-it' 6'-2' 170 6'-9" 4'-11' 175 6'-7" 4'-9" 6'-9' 6'-0', 175 6'-7" 4'-9" 180 6'-6' 4'-8" 6'-8• 1 5'-10' 180 6'-6" 4'-8' OH V B LA D E 185 6'-5' 4'-6" 6'-7' S'-e• 185 6'-5" 4'-6" 190 6'-4' 4'-5' 6'-6' 5'-6" 190 6'-4" 4'-5" 195 6'-3' 4'-3' 6'-5" 5'-5' 195 6'-3" 4'-3- 200 6'-2' 4'-2" 6'-4' S'-3' 200 6'-2' 4'-2" 205 6'-1" 4'-1" 6'-3' 5'-1' 205 s'-1• a'-I• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM O �Ma. KV. j Rwowe ACrwonhKtteym110 TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems I.v.N DESCRIPTION DATE DRAWN By.WLCLY. LG. *� VIRGINIA GAmOS,FLORIDAJ316 Association, Inc. I OLD 11-192 4/13/15 DATE. 4/13/15 055 N.W.361h.St.S<.305, Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No SIAlt Ur Z e-maR:tilt..0.l.... West Palm Beach, FL 33407 3 15-085 OF••.f�ORid ` EB-0006719 4 \ WALTER A TILLIT Jr.P.E.S SIG ' 'WE/DATE FLORIDA Ue.[A 44767 6 SH 11 OF 20 u I• _ 0 O 1 dh on ��®o�0000®000Qnaoolonnlolllolllllalllll®nallllllllllllaal avvoo®oeoQop®©oco©aadly©lloanlaala®lol®lllllllalllllalle �acololoo®loaeo®CQOpp®aQeoe©oeael000ll�nn®alnoallalneona ooc000000acooaoao®oav®vaoQo©®®oa©®ooe©ccc©a®ala©111111ola - ®ollolllooaooa000e000®voa©ooeeleaQo©®ele©eloeoocc©v®oeaeo .. - - ' evoovlcvoolc000clacovolloaoaaeooaloaoal®pal©®vl©©®oel®lc® o �0000000000c000000c000000coov0000000000aooac0000aoeooeeoao e alllalaleonnlnlnnnlllnnleennnaanlaenlalaooil aIII aanaona R �000l®oolapeeIQoeelaonallolaenllleeleoenalnlenllnaimeall ellllolol®loa®1 asommull00000ll�allleallalllaellaanllllla allllllll®lllal®o®C9Q®1Qaa®loop elanl®annllnalenleaaaoil -©olllllllllll®1119p1A®lo®plo9a®®ealaenil llllllllllllllole R Mosma998999EMMMI18980999BBa1®90ap90p©B09llllnllnllllnlln =� 'aABABABBBB®®BABA®AB9BBBBBQA9AQ91BA90B9BBACO1Baleeaeeele BA9A9A89AAAAAAAABBAAABA68®BAABA88�9B999BB1AB9p89BBA1B1A1B �anlponlnnnlalnnolnonnoonlonoloalaannalaonllnnnl000®loose a�ppleBlloll000lonllolloll anallolllollinlilnllloolllooln . =�poil Qoppllpllalumni olnalololllnlllnlllnllNollnllllllnn Bpll11111®1a1Q1a1111alall ananl®llanolllllam allo®lalll R= 0calcium:1111®llp Elm llmpllpinalllIII laealBallllellllnaleI BA999B89AB99A88B9pB9Ap9�aA9pll�ElllpallQllllllllllllalaaa � ' � =DAABBAAABBABBBBBABBBBBA®BB®BBBQBpBBBpBB098®p©pQllllnalaa . -�AAAA9AAABAAAAAAAAAAAAAAA®BAABAABBABIAABA1�lBdA9Q8A090B1B '+ ?a0pp1111111p111BBennnlaennnnennnllnnnalnnn®neeeoovaanlloMIN a No a login I an . 1911111111 p111p1ppOlpp®panne®non o®lllnellaanallnaene® ' Miami llllllllllpplpllpp111®pppppaOMNI eaelenaloolloolnn � ®Oollpllllpllllplppplllpllllllplleenil eanaeneleellnale® -BAB99BB99B99B9BBB88899999BBBB9BBB99�998Beeeaalleeeeenn® - FDABBBBBBBBBBBAABBBBAAAAABBABABBABABBBBBBBBBBBBBBBeeeeaele "�AAAAAAAA99A9BBBAA88AA9AABAAAAAAAABAAAA99BAA9AAAA9A®AAAAB a 011111Q1881®aelaalnnllaannlaannlllalllaallonaalalloon®l 81111111111 alealQppnllealeneIII eeelnlaMINIMUM eleoeenl 1911111ap1111111110AQ19811Qnnennnnannnnanonllaalallnellnena amCallicill alimilloomi I91®®ppnnnnaeeaoeaennnlee 8111101111111111��llllllplll�llllnalnaelaaanleealnlnnaell a98Ba9999B999BB9B988BB9B9B9B9898BBBB9991Blannllnnnlanaana © �DABBBBBABAABABABAABBBBABBBBABBBBBBBBBBBBBBBABAB®aeneena DAAAABA98AAAAAAABBAABBAABAAAAABAAAAB9A®AAAA8AA8�AAAAAAAB El 1©10all lallaalalllallaalalaalDominica llA lnamallollln Amoco pIBM®® aeenoil lonlogo nMINIM . Will 11o1ppp®I smannpmonennleoenlan noanlOman aMINIM 13 1111111111a1MMM pIBM 80ppBnla®anpa®aoacoil elogo an1oo1lo ®ofd a 111-11P.RReeeelQa©gas Qlppp®oanneaaanlaelllenlll�ln +q 9A99AaaeAMB9-111BBB9999E]98BBBpI�QA®®ppaleelleeleelaleo o _DAABBBBABAAB®MMwiiwi MieBBABBBAABBBBAABABBBAAO®eelenee Magog ABAAAAAAAAA9AA8AAgloom8AA8AAABAAAAAAAA9AA9AAAAAA®AB MATaMUM ANCHORS DULE FOR A GIVEN MAX SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SFE MoUnNGS E G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED C%CMTE/OONcR=HDCV POURED CONCRETE (A) TO EXISTING POURED CONCRETE: (Min.Ye 3 ksi) MAXIMUM QE WALL SILL MOUNTING ©CEIUNG MOUNTING O FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDIX.(Min.fc=3 ksi) SPAN HDR•�SPACINC� - 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f`c=3 ksi) (N) OF9Q!1ELNNc pl✓®etE M71110 OF9a1 NEGMhE PRESSURE RATING(Pst) .DE=NBIATIYE PRMI E RATING - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_(Min.f c-2 ksi) 30140 60 75 90 120 160 205 30 40 60 75 80 120 16D 205 30 40 6D 75 90 120 160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIPLTY 14 72 10 9 e e 6 5.5 74 12 l0 9 B 8 6 8 74 12 l0 9 e 8 s 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. THREADFORM TECHNO (Min.f'C=3 ksi) 3'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 B B 6 6 D-SET OR 14 12 10 '9 8 8 6 6 14 12 ,0 9 8 8 6 6 14 12 10 9 B 8 6 5 per: 14 12 70 B B e e 7 14 12 10 9 8 8 6 6 14 t2 t0 9 8 B 6 6 B A1) MINIMUM ETABEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 55 35 14 12 10. 9 B e B 6 14 12 70 9 8 8 6 3 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 14 12 10 9 B B 6 SS 14 ,2 t0 9 8 B 6 4 14 72 f0 9 e 0 6 4S 14 12 10 9 8 s 4 35 A2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO'EMSEDMENT 14 12 10 9 B 8 6 4.5 14 12 10 9 8 8 6 5S 14 12 10 9 8 8 6 45 INTO STUCCO SHALL BE PERMITTED.1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO IXISi,AND 74 12 10 9 7.5 5.5 3.5 - 14 12 10 9 8 8 6 5 14 12 70 9 8 7 55 4 �SEE 1JYITATpN6 OF USE FOR 1'MINIMUM FOR WADS WITH NO STUCCO. 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 55 14 12 10 B 8 B 6 4S BIFDE ON SHEEP 19 14 12 10 9 8 7 4 - 14 12 10 B 8 65 5 15 14 12 10 8 6.5 5 3.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7.5 4.5 - fa 72 to 9 B B 6 45 a 12 ,0 9 B 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 t2 95 7.5 65 45 - - 14 12 10 s 8 7.5 55 4 14 12 10 9 a 6 45 JS NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEIIR,FOR t4 12 10 9 8 e B - f4 12 10 9 8 e 8 5 14 12 10 9 8 6S 'S 35 INSTALLATION INTO EIFS WRH METAL STUDS SEE SHEET 20. j4+12 10 9 75 5.5 3 - 14 12 10 8.5 7 55 4 3 14 12 B 6.5 55 4 3 - 14 12 10 9 8 6 - - 14 12 10 8 8 ISS 5 .75 74 J12 BS 8 5 4 - (B) TD EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 89 8 3 - - 14 12 10 9 8 6S 5j. .5 14 8 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 to 9 B e - - to t2 to 9 B 7 5 4 t4 9 75 5S a 3 - 1/4.0 x.3/4-ALL POINTS SOUP-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7'_p• - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_ 14 12 10 B 6.5 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 5S 4S 3.5 - - 14 12 10 65 7 4 - ,4 12 tO�_19_7.5 55 4 - 14 7 7.5 4.5 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT SPECIALTY _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5.5 45 - - 14 12 10 9 7.5 5S 4 - 14 7 6 45 3 8'-0' 14 12 10 B 8 6.5 - - 14 12 10 9 B 6 4 - 14 8 6.5 5 3.5 - NOTES: 14 12 8.5 7 5.5 3 - - 14 12 .5 55 4 3 - 2.5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 7.5 8 - 14 95 ss s - 14 6 6.5 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 6.5 5 3.5 - - - I4 2 10 6.5 5 - - 14 fi 5 4 - 14 12 10 9 8 - - - 14 7 9 75 4.5 =-_ 1a . 7 5.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SKALL BE ENTIRELY EJABIDDED INTO THE CONCRETE BLOCK.NO is 11.5 7.5 s 4 - Ta 7t i 5s 5 35 - - t1 8 45 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO I4 12 B 65 4.5 - - 14 12 R.5 7 5.5 4 - 14 105 7 5.5 6 4.5 - EXIST,AND 1'MINIMUM FOR WADS WITH NO STUCCO. 11.5 8.5 SS 4 - - - - 14 12 9 7 6 45 - - 14 11 7 5.5 45 3,5 - - 10'-0' 14 72 10 9 7.5 - - - 14 12 10 8 6.5 5 - - 14 12 8 6 5 4 - - 8.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EC(ISfING WALL OR FLOOR, 14 105 7 5 3S - -- 1-- 13 9.5 6.5 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 74 11 17.515.51- - 14 11.5 9 6 5 4 - 2.5 9S 6 5 4 4 NOTES B.1)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 6 5 _ - 14 12 8 6.5 _5.5_ 4 _ - 13 10 s.5 5 _4 3 _ FOR INSTALLATION INTO ELFS WITH METAL STUDS SEE SHEET 20. 11'-0" 14 51 l0 - _ - -_ - 14 ti 9 7 s 4.5 - i4 ta.5 7 5.5 4s 35 - __ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.5 5 12 9 8 45 4 3 9 7 45 3.5 3 14 110 1 7 1-1- - - - 14 10S1 7 5.5 45 - 11.5 8.515.5 4.5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 14.5 - - - - - 14 11S 7.5 6 5 - - - 12 9 6 4,5 4 - - - 14 12 f0 - - - - - 14 12 8 6.5 5.5 - - - 13 t0 65 5 4 _ _ EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12'-O'115 8.5 4.5 - - - - 11 a 15.5 4 3.5 - - - B 8 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.5 9.5 6 - - - - - 13 95 65 5 4 - - - 0.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE By THE FOLLOWING FACTORS. 9 85 - - 14 10.5 7 55 45 - - 11 85 55 4S 3.5 - _ REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13•_0• 14 12 - - - - - - 14 175 75 6 5 - - - 12 s 6 45 4 - - - FACTOR 05 8 - - - - - - 10 75 5 4 1 3 - - - 7.5 5,5 4 3 - - - - ACTUAL TAPPER,+ 2S 8.5--- - - - - - 12 9 6 4.5 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON HR F WITH ADVANCED ALL PAINT SOLID SEF BLUE TAP W/CAP 8 6 - - - - - - 13 95 65 5 - - - - O.s 7.5 5 4 - - - - HV BLADE OR DICTANCE THREIDFORM TECHNOLOGY WIN.SPACING ,4 12 - - - - - - t4 9.5 . 5.5 - - - - 1, 8.5 5,5 4S - - - - E.D. MIN.SPACING= 3" MIN.SPACING-3" MIN.SPACING-3 1/2' MIN.SPACING = 3' 3 3/4' 4" 14'-0' 70 7,5 - - - - - - 9 7 4.5 3.5 - - - - 7 5 35 3 - - - - 1 HV BLADE W POCONEDCRE�E BCIL & PONFED OONaE7E muOEiE BO POURED CONCCREfE BLO& CONCRETE BLOCK_FO RED & �_I= E ODf17ElE BDa 11.5 8 - - - - - - 11 b SS 45 - - - - 9 65 45 - - - - HV WINDOW NI'L ED.=3' MIN.FD.•3 1/Y MK E0.•2 1/2' NN EA-31 Y TEN Ea-3' MN FD.-3 1/1'IAN FA-2 1/2' 7.5 - - - - - - - 2 9 6 - - - - - 95 7 45 - - - - - 3- 1.0 0.90 1.0 D.78 1.0 0.84 1.0 15'-0' 14 - - - - - - - 3.5 ,o fis - - - - - Ds B 5 - - - - - BLADE WORKING zi/2/2.---- - O.Bi 1.0 - 0,67- 9 - - - - - - - 85 65 4 - - - - - 6.5 s 3 - - - - - IN UNISON ♦ 2' D.7, - 0.51 t-D 10 - - - - - - - O.5 8 5 - - - - - 8.5 8 4 - - - - - 7 1.5 8.5 5.5 - 9 8.5 4S - - - - - 1 3/4" - 0.91 _ - - 0'43 - 16'-0 14 - - - - - - - 2.5 95 6 - - - - - 10 7.5 5 - - - - - _ _ - 8 _ _ _ - - - _ B e 4 _ _ _ - _ 6 45 3 _ _ _ _ _ 1 1 2' 0.35 0.35 ss-= ----=9.5 7 5 -- - e 6 4�--=- --- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, Yy T)L ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ` I�ENSF 9 �+ Accordion Shutter System -- TME E C 0 1 N c. A■S■`7 A■ H,V.BI.ADE#1 W/OR W/O H.V.WNDOW MAW American Shutter Systems EY,N DESCRIPTION DATE DRAWN BY: N.L. STATE OF TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 6353 N.W.36th.St.,St..365,VIRGINIA CAROMS,MORIOA 3316 4268 Westroads Drive 2 Dom,• Phone (305)871-1530.Fax:(305)871-1531 DRAWING No .-fl:titc.a®eol.eom West Palm Beach, FL 33407 3 81 ON 5-�85 / ' F M- ON WPLTER A.EB-�TLLTT1 Jr,RE '/S Nt1 FLORIDA Uo.1 44167 5 SHEET P..E. 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