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HomeMy WebLinkAboutSTORM SHUTTERS COMMERCIAL (4) RECEIVED JUN 3 0 70116 FILE COP - of a E1 BM Home Log In User RegisLation Hot Topics Submit Surcharge Stats Facts i Pubriotans FBC Staff I BQS Site Map { Links Search BUSIneS� Wpry uctApproval Professi aIpubrKUser Regulation ?--duct-momal Menu>Pmductor Application Search>Application List>Application Detail a� FL# FL389-R Application Type vis o Code Version 2014 Application Status Comments Archived u Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C 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 I✓' 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 Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A S 5 A INC. DRWG.15-086.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 Level"D".Max span is 12'-7"for 35 psf F1389 R8 AE A S S A INC. P.E.R. DRWG.15-086.Ddf 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 W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks D I 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A 5 S.A INC. DRWG.15-085.odf Approved for use HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resi es Created by Independent Third Party:Yes Design Presse LN/A Evaluation Reports Other:Large missile ..Max.Span is 16'-0"for 30 FL389 R8 AE A 5 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,W-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 W-0"for 110 p.s.f.for HVi and HV1A working in unison.See sheets 7,it 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 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A S 5 A INC. DRWG.15-084.IIdf 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 Fi"'Q9 R8 AE A S S A INC P.E.R. DRWG 15-084.odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Contact Us::19AQ North Monroe Street Tallahassee FL 32399 Phone•850-487-1824 The State of Florida is an AA/EEO employer.Copyright 7007-2013 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 iicensed 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 cock here Product Approval Accepts: 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 SHAM.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. �• /� DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WALL TABLE OF CONTENTS S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT O(CEED THE MAXIMUM(A.&O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA.1• HV BLADES(b& BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAOI(ALS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 7HR11 15, 19 &20. GENERAL NOTES SHEEP 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE M ALLOWABLE STRESS FOR WIND LOADS WAS WE USED IN THBR. 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 SYSTEPs ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD WAS 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 -HV BLADE S /0214.01-03,00715.01-03./1004.01-05,/121+.01-05,1017.02-08,+0609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1888 ARE6.2- HV BLADE C1)AND HV WINDOW RLADE it1A AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE HERE APPLICABLEl -FIV WINDOW BLADE ®/0505.01-08 AS PER ASTM E-1686 AND E-1996(MMLE LEVEL.0,WIND ZONES 1.2,3)BASIC PROTWWN 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 W BLADE 0 AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS O-M, CONCREVEILOCK SHEET 7 CENTERMATE DETAILS FN SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED'AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x2.75'AND/14X1.75'RESPECTIVELY,410-HT MINIMUM SERIES CLNTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STET SCREWS WITH 135.0 Iml YIELD STRENGTH AND 160 kel TENSKE STRENGTH.PINS SHALL BE COATED WITH BERTHA FIV DACROSHIED COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REC5TERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM E(TRUSIONS SHALL BE ALUMINUM ASSOCIATION AHOY AND TEMPER AS INDICATED ON SHEEIS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 MAXIMUM SPAN TABLES ALLOY IS 30.0 kal AND 35.7 ksl FOR END CONNECTION S 1-8,CANCRETE/BLOCK SHEET 10 SHEEP 11 6005-TS ALLOY. ANCHOR SCFHIDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 DR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEM AS PER DIN 50018 WITH 5D kw MIN.YIELD STRENGTH AND 90 kal MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&SLDCK 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 NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k.1 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FIV BLADE D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 HV BLADE 0& WORKING IN UNISON: 12, 13&15 END CONNECTION OFFALS 7-12 &%,WOOD SHEET 18 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATEN/8'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT/5'458,179 ISSUED TO EASTERN METAL SUPPLY,IND. AREA 3: HV WINDOW BLADE (Q ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 1D INSURE PROPER ANCHomm CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAW INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABS.IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TERMINI;OR OTHERS,MUST PROPERLY CLOSE ALL FIV AND HD AREA ¢, HV WINDOW BLADE n ONLY CLNTERMATES MID ENGAGE OR LOCK ALL W AND HO LOCKS, 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SEC" 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALT.BE INSTALLATION DETAILS•METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LAW-NO TO COMPLY WITH SECTION 17109.2 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;L&WHERE THE SITE CONDITIONS DEVLATE 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.ED.,PROVIDED HE/SHE DOES NOT DEWITE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETALLED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. d SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WALL BE RESFMISLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A Da.=GATID ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO INNS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SWILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ``A� •T/ ijA� ®2015 EASTERN METAL.SUPPLY,INC. ``O\P�.........ri.� ZV�''� BERT"A 1 TM D S A Accordion Shutter System ';. 1 L E C® Inc. ® . . ■ FAV.aADE#1 W/OR W/0 FAV.NINDOW axx TiWAmerican Shutter Systems DEV-MFnoX DATE owLWN 9Y: MA T TESTING & ENGINEERING COMPANY '�T * Association, Inc. 1 OLD 11-192 +/13/15 DATE 4/13/15 per•, ETEC,.••'• am N.w.36Th.SL,St.305.VMWA GAFIDEM,FIDWA 331 4268 Westroods Drive 2 y�-ZR� •"Q•�� Thane:(305)071-1530.Fax:(305)871-1531 DRAWING No i ^ lQ ` a-mall:Ot-ft.l.- West Palm Beach, FL 33407 3 ssi �, ` ®aDD67,s 15=085 IT,; NAL;N FLORIDAY1tYAAV WALTER A.Loc. 44,�E 3 SHEET P.E. SEAL/M0TURE/DATE 6 1 OF 20 �b TVR 1MidMf GIME VARIES�S 09 Do• e4 4.J71 4857' 44991 0 a - ' .375" 1 HV SO�,�D BLADE 3�yV UNhlERSeIt�AT m ►, 5 HV 90'/180' STARTER COVERED R'O^ PATEEIQT* 5488179 l�J QUALIFIED�OR USE Wf /'� QUALIFIED FOR USE W/ HV BLADE Q 4 W BLADE 1 HV WINDOW BLALD 8005-T5 ALLOY AND TEMPER QUALIFIED FOR U E W 1(V - *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE " 8063-TS ALLOY A TEMPER 6063-T6 ALLOY AND TEMPER 122V t D' .t24' �• o p I 556' ) r. 0• 2.8 ' 3ALLOY 6' .994" 4 842 n 46063-T6 `' 12®HV WALK-OVER TRAMR TRAGIC 6063-T6 ALlOY ANO TEMPER QUAUFIED FORRBLADEU(I�S)£W/HY 'QU p FOR USEW/HV1 6063-T6 ALLOY ARD TEMPER BLADE(Di ONLY.D TEMPER VARIES 6063-T6 ALLOY AN6 TEMPER t` 1.9t' 19 BLADE 1 1.917 VARIES 1.938' 6063-T6 ALLOY D TEMPER g ", 3 083' 3' � $ •t�3" � ' .093`' I �p .100 .093 ,12 rf c 06, .d6d• 670 ~ 3` ' 670 1.668' 4�7, �' • 870 c 5 3. ' 1 HV HEADER/SILL C��,HEAi_,� I 1 �{( C ii.i(�, EADER � i HD i G DERt 'f 1 1 ONLY. QUALIFIED FOR USE W� HV BLADE 1DONLY SEE SECTIONS FOR VALID 6063-T6 ALLO AND TEMPE QUALIFIED FOR USE W/ W BLADE 1 14 ) WALL HFgD SILL 6063-Ts ALLOY AND TEMPER SEE S£CTIDNS FOR VALIDITY QUALIFIED FO USE Wf HV BLADE 1l1 ONLY. 6063-TG ALLOY AND TEMPER X Y AQ1 t COMPONENT A B T1 T2 X Y t 1' 1' .082Q 2' 2" 125'2' 5'MAX. 1/8' 1/8' 3' 3' 0.090' Ifi 2' 5'MA!(. 0.192• 0.192" - 1 b SINE NJ,�S Q ALIFIE0 FOR USE W/ W ALUMINUM ANGLES 19 z.s• 7'MAX. 0.190' 0.190• CORNER POSTS UALIFIED FOR USE W/HV BLApEQ QUALIFIED FO USE Wf W BLADE(D 6063-76 ALLAY AND TEMPER BLADE I ONLY. 2' S'MAX. 0.139' 0.131' 6063-;6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE lion High Velocity Hurricane done ®2015 EASTERN METAL SUPPLY, INC. 1cENSF" = RTHA1V TM ' 11 L E C® o N G. Accordion Shutter System AwA■ ■ ■ RV.BLADE#1 W/OR W/0 KV.WNDW BLADE American Shutter Systems MV.IR 0E5SIOv"ON DATE DRAWN e,< M.L. �[ 1;?etis TIWT TESTING Ec ENGINEERING COMPANY / ®oataflonInc. 5 STATE DI ttf s ess5 Rx.T fit.—305.061t7a RGM GAiS,flaunt 351 . 1 OLD tt-f 92 4/t3/tDATE- 4/13/ 15 .---� R.:(305)871-1530.Fox:(30.5)871-1531 4268 Westroads Drive 2 o—mo®W-0 01.com DRAWING No West Palm Beach, FL 3340% s ' •.. \\ WALTER A IILLT Jr.P.E. 4 5 IRE"So"ACtidfi �iE/DATE �Rmn U..g 44167 s SHEET( ��� s 2 OF 20 '.576' 4 CAST 2 .745' S.SLS 6N(EO'PNMED i//4•-20 11tliFA0ED DE CAST (2 TYP.) "DUSM EKVAI + m ` 'eo RAKED PA+Ma1 .062' N be w 1am0. _ N r � 3 N 673' P L, 318 1Eeli9 0nn0ER BWlSS LtA1lHlkn =1/ H1 MATE ,� PaRDMEOU FOR USB 6 ONLY AQFIMATING NV E ° "HI HY.LSZGK ® HV. .E ES$ LOK 60 - EMPER OU ED fios3-i6 ALLOY AND EMPER & ONLY ? �, R3QU f HV QUALIFIED OR USE Wj HV wy C��N� BLADE 1 & ®ONIY. BLADE 1(�& ®ONLY. FOR US WNLY 250'on. 67a' 6063-T6 ALLOY AND 7E'MF£R16' ELASTIC HEAD o 1.756- R 4.045' 2 MOLDED SCREW 2.079. 1.753. 60'AFTER RIVETING BEFORE R14>=t(NG i r S."TFiUtwt—20 X�{SC EW tr(4 0-20 RIVNUT* m'T *sMM 6414 AUMNUM(2024-13 ALLOY)LARGE RANGE THN I 2.760• ,.i %W N11MM,PART'/0620.AS MAMIPNCnm BY AVOEL PIAN FRONT ELEVATION HV MALE » ■ 8- 44Ew 2. 00W T017",PARSPPOV,NEW JERSEY 07054 OR EQUAL © LOCK,E FOR "T" LOCK CENTER t1IATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV_FI;I�ALE "T" LOCK CENTE [� HV "T" LOCK �{.TE NSr1S 6063-T6 ALLOY ANO TEMPER QUALIFIED FOR USE QUALIFIED FO USE W HY QUALIFIED FOR USE W/ HV BLADE 100NLY QUALIFIED FOR USE Wj HV BLADEPONLY W/HV BLApE ONLY. SLADE( ONLY, 6063-T6 ALLOY AND TEMPER 6063-•T6 ALLOY AND TEMPERR 1,917 r� 3.161 o 0�• � D TNUNDRN .214" .082• CYLINDER OR IO:Y'CYLINDER .Sw n 0.676"{fin. 4 ° 10 m 1 .125'H12 COURMALTE WZ NO WICKING Max ! HU LCENTERUSE W/�(,«, IG ROD °S INSERT o QUALIFIED FOR USE W FIV BLADEQ)&& A QUAt1FlE0 FOR USE W HV BLADE(q&& A �y 1 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER �3HD ^ VARI 12•MIN. gUAL1FIED FOR USE W1 HV BLADE 1 &0 w ' t/4'F20 SS OR S/1'�-id 6063-T6 ALLOY AND TEMPER ACETA iHIpIBSd2Et16. -UMMRN (SEE OETAOs OCR NNDER 31T m 1.5 Min CYLINDER ® t�!H�V (D 376 f 1/4"/ HD LOCK 1.76 M= gUAUFIED FOR " « � 6063-T6 ALLOY AND TEMPER i�6 HV 3319 0-16 AC• & W 1 4. 4!20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LACK. 1L5 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE Wj hIY BLADE(D& Lf DRRILLED AT TRACKS FOR PROPER EMBEDMENT Q 1 E(3 QUALIFIED FOR USE W/ HV BLADE GQ FLORIDA BUILDING CODE Non High VelocityHurricane Zone 'kill . ........ r/��i�Ai ®2015 EASTERN METAL SUPPLY.INC. Q~;•'��CI35',' BERTHA HV;; #�7�may' TM IMUE a G. �■ ■ ■�■ Accordion Shutter System ITV.aADE#1 W/OR W/o KV.WINIM BADE �1' S ` Amerloan Shur System8EV. Sr. 1.. DESCMMR GATE DRAWN S M. TILLIT TESTING do ENGINEERING COMPANY "'0'• Q" �. 836s N.W.sam.g..Me.304%4acaeu4 cVLGa+s,ROMA 33M AeBoclatton, Inc. 1 OTD 11-162 1/13/15 DAZE .4/13/15 PhOne:(305)871-1330.Fav:(305)571-1531 4268 Westroads Drive z e-M tnt—ao;— West Palm Beach. FL 33407 3 DRAWING No Yrrrrr111111111p1A, WALTER A.TILLIT 441sT7 15-085 6 SIE P.E. SEAL/SIGNATURE/DATE R°RmA us OF 2 SHUTTER ASSEMBLY SCHEDULE FOR HV HVWINDOW BLADE 12'MIN. CE 41 To BLADE T P 1 625' � _`,_� Q HV BLADE 1 4 1 fa7s" 1 3 17V .0629• .0829' SpcRa7 x-x ® HV BLADE 1A ® C BLADE'S '0 OPENM .1879' Y HV LONG RECESSED NYLON BUSHING '� n KNUCKLE Dazs 0.08 @I/ ® HV SHORT RECESSED NYLON BUSHING 3 Rt �gg FIAT PORnON HV NYLON HAT WASHER (DDR ® 1a ® HV WHEEL CARRIAGE AISi 302-303 SERIESI I = 4 4 n 44 /52. 5o' X 0.870'x3/16'THICK NYLON WHEEL 3 E a 2 7/ate N IiV WINDOWes. 1315*0A SEPARATION 3.7500' 0.188"0 AISI 302 SERIES 5.5. RIVEfS 1 BEnyD01 �06�• 0625• ® HV 1 3/4"ACCORDION PIN W/ 8 HEAD * EXTERIOR 1 oaENDIGS, NLADE s s/q' 4 '� ON S"t ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD * 41 q c 281/4' ` ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I EBETTM+�N TYPICAL. HV WINDOW BLADE (I`� AND 3 Poi YCARBONATE_HV WINDOW DETAIL ® AOR(9 (g 4 ar g® I N.T.S. R 0 IN07ENTS) S (DOR ® �c PO YCdRBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, W—STABILIZED GRADE OR SABIC * Y i 1T0 MIBLNADE ME INNOVATIVE PLASTIC LEXAN 103 RESIN Hy FIN BEQUIREMENTS AT EMM BLADE KNUCKLE FORU I Q OR Q� (SEE NOTE "F' ON SHEET 19). w Hy 1l i (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR N1J� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR POLYCARBONATE SOURCES FOR HV ® BLADE. EXTERIOR rfinUL PROINRR6S s VW T• • HV PIN®OR ATS uewm'®� 5+4013 (2) HV PIN ® MAY BE USED IN LIEU OF AND ONLY AT ExTIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tD oo.324' (SEE NOTE s FOR SPECS C CRW IY ASM DN2 Dau m/" 0.043b/t BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. 0 O REQUIREMENTS) i i eYRENMM Am Mw IIAW w 9yoo Pte, TVP. FLE1NR1L SIREMOR1 AT YIELD ASN 01710 12.500 P-A 13,400 P+L (3) HV PIN ®OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER O FLD[aaL MODULUS AMM 090 30'005""• 313.000 P41• SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, a >teaa sora®rm5 ASTM mss 1e Fr-mp, n FT-" SHEET ® PROM Deme ASTM D2M 472 x 84.6 R Wx RATE OF SUMMW ASTM D= C-1 CLASS o-1 CLAM ... gyp 1rNr" ASIM-D1929 1040 T am T 1'F6@� ASrM 0155 TQNSDE STRDM AFTM WCA1N ASTM 5789302 P.J. 6540 pwl. M HV BLADE SOLID & fA HV WINDOW BLADE DETAILS T°m" WFOf` EW "IE'IM ASM SM 1 8401P a=P•a1- N.T.S. FLORIDA BUILDIN CODE(Non High Velocity Hurricane tone �����T�(ERA 1�AApI,,� ®2015 EASTERN METAL SUPPLY,INC. '�\�P�' ���j�,,,� A H TM ._ /► S A Accordion Shutter System Nr 10 O 1 N C. H.V.RAE#1 W/OR W/O KV.WINIM DALE � TICCIT TESTING ✓¢ ENGINEERING COMPANY American Shutter Systems DFSCRIPIIOM DATE DRAWN BI: M.L. * Asseclation, Inc. oLn 11-T s2. 4/13 1s 407E 4/13/16 • J rATE OF 9355 M.W.3DA.SL,M 305,NNGM CARDOG.FLORIDA 3316 �•' Ph no:(309)871-1930.Fox:(305)671-1931 4268 Westroads Drive 2 DRAWING No ,F'.. ORIDP ,.��� e-mss:6Rsc0o hc01p West Palm Beach, FL 33407 3 15-085 �Jis/OVAL ENAO'1`0 11.7�n��iED 'na,ei s SHEET P.E. 9tw/(Si014y1VURE/DATE e 4 OF 20 ®•®q I ® 1.IIAMMTDRY OO6JOITIDN N.0 VEV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'AVE OR B¢,OW �2 F SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALLATIONS T ANY ELEVATION. HV LOCK 22��y or BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�y OR CEME1MA1FS W/(2) 1/4'0-20 x /2'LONG FLAT HEM S.S. M.S.LOCATION OF LOCK SHALL BE AS I DICATED ON TYPICAL SHUTTERR ELEVATION. O�'OO1 2.an IF D RED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO tiV 118 a, LOCKS OR AY BE Sm AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERNATES R®SHALL BE AS NDIOA ON NOTE(1)ABOVE L ON OF LOCKS SHALL AS INDICATED ON TYPICAL SHUTTER ELEVATION. H 3. j2 MUD ONLY WHEN MOP&MM QONWK)N 1 OR II D ®„ LOCKING RODS ARE NOT REQUIRED AT(iU(DiICANE POSITION, BUT NAY 4 oR 0 aR 4 "® E USm IF D IRm TO ENHANCE SHU 7M PERFO MANCE LOCKING RODS V OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.ll!l�S L E2:ONE HV LOCK® ®_ue1 L BE USED AT CORNER CENTERMATES FOR ANY SPAN o AND INSTALLATIONS AT ANNYY ELEVATION. HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TD®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 11FAT TOP&BO N SHALL BE USm.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. xoc Nvo MAXIMUM SHUTTER SPAN SK41 BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 0ir�kiY �3f 5. 3 § 9 • ONE ALTERNATE HV LUCK MAY BE USED IN UEU OF tiV LOCK or FOR ANY SPAN AND 1 L!>• b4 INSf BONS AT ANY ELEVATION.AL NATE LOCK 0 MAY BE USED AS AN ASIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-204/4'S.S.THUMBSCREW TO®ORIM CENTERM MATES SHALL BE ME W/ 1/4'0-20x3/4'ALUM. RNNUr AS SHOWN ON SECTION WE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 5 C�a LOCKS AT 1/3 OF SHUTTER SPAN. 6.H&MMM CM n=#A MR IoSIDMIE MaUNTM&WA IAT101M ONE HV LOCK 0 or I@ or 0 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 W.AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK 0 or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHEDET TO®or®SYMMETRICAL CENTERMATES W (2) 1/$-20 x 1/2'LONG FIAT HEM S.S. SEE END MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TmCAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E N I J K L Y P 0 V W x 1e T�YP.FLULL11 *NOTES ON HV "T' LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1. CENTERMATE ONE ALTERNATE HV 7 LOCKMAY BE INS7[J JA USED IN LSE OF FN LOCKS OR FOR ANY SPAN AND ©00.®°A©' 7O ox®°RTO ®� I STALLATION AT ANT'ELEVATION.AL TE LOCK DQ Y BE SAS AN INSIDE OR 0 ATTACHMENT LOCK.ATTACHNI OF LOCK®(NCWD6 US{NG RfDNFORCNO LDC. 2,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE T 0•®�©•®�©�©� CONNECTED TO CFNTERMATES®AND®W/ 1/4.0-20 x 1 1/2'LANG S.S.THREADED BOLT W/7/8'0 x 3/32' ©• 7O•©00.©•O•®00. MAXIMUM OR W AN/D`•BEL OW MIDSPAN. USEOFTw0•LOCKING DS®WTCK MAY BE INSTALLED oP AND BWOM IS MANADATORY. OR 12' ®d 1, CFINTERMATI9 OR 137.WW% E ALTERNATE HD LOCK® MAYBE USED IN UEU OF PICAL BLADE SHUTTER- ELEVATIONHV LOCKS DR FOR ANY SPAN AND INSTALLATIONS AT ANY EUVVATION.ALTERNATE FD LOCK®MAY BE USED N.T.S. REINFORCEMENT INSERT 0 AAS AN INSIDE OR OUTSH�g, S KSHOWN ON SECTIONS HDB-E B AND HDC.ATTACHMENT OF HD LOCK 0 TO @-HYC,3SE&ET 0.LOCK MAY BE�INSTALLED AT AND ES MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING,RODS®IS COMPLETELY OPTIOWLL_ on High Velocity Hurdcq,,T_7.j..' 0 2015 EASTERN METAL SUPPLY,INC. A #1CWtter oVy�mc SZI� � BLADE W% IR K.V9DON American Shutter Systems DIUSUIPnox DATE DxAWN er. M.L [ TILLTT TESTING & ENGINEERING COMPANY At9appiatOn. enc, 1 OLD 11-192 4/13/15 DAZE 4/13/15 STATE OF 'Q` 8355 N.W.36M.SL.Stn.305.VLROPaA 04MENr,RAMA 331 ti y�ry•-p��—�y--:r Ph..:(305)971-i(305)871-IBM.Fox:(305)871-1531 AAs daon, Drive z DRAWING No ''•. R c` 0-m is h7taea0aoi.eom West Palm Beach, FL 33407 3 t O ION IL. •4`GA� WALTER AEB-�U1T19r.P.E 4 J�UOS JJTJ OIYAL 11A``` FLORIDA Ue.Q 44167 D SHEET P.E. SEACst1HURE/DATE 6 2 POURED CRETE ANCHORS POURED CONCRETE POURED PRETE UREDCONCRETE -(SEE,SCHEDULE ON REQUIRED BLOCKCONf/4"0-20x3/4"S.S. REQUIRED REOUIfiEd CONCRETE ANCHORS SNEEi 13) F9ft (SFE SCHEDULE ON MACHI -20 NE 17 16 aKE(s1E ua NDND av st Lts 7) (SEE SCHEDULE ON SHEET 13) ® SiilFr 13) RUTS O 12'O.C. JEQ 2 OR 14Mtn. 1/4.0-20x3/4'S.S. Min. EO CHINE SC-- USING t/4�20 NUTSO 12"O.C.2. Max. 3oft 5 -- 13 on T 5 D N D• .230' .230"Max. Wax. OPRONILAillMIN.SEPARAnoN To GLASS�O1G1 , f EXISTING ---(�SSCHEDULE ON SHEET 1iMIN.SEPNRTION TOGLGLASSt7RSnNG (SEE SCHEDULE ON SHEE1 ' . GL,w� ©HV WALL HEADER INSTALI, TA ION d Hy wAL1 Hi*sa�R IN�'jA TION Q NV WALL HEADER INCTAILATioN + KEYSTONE EXISTING �—� M .SEPARATION TO GLASS OIASs--� lowwmPMIK g{E7 1 / �1 OR ®�' ' Ml%SEPAR20.N TO GLAS3 ' 1 ..._^ � �(`�(SEE SCHEDULE ON SHEET 11) 1 v i (SEE SCiIEDULE ON SHEET'11) �'J f f ( exrsme QA � EXISRN�G� �OPTIONAL 1f4• I I i i OPTIONAL 1/4'Max. E 4 �M�ax. V f D19p 1/ -- t 3 oR @ Ea Q -- 1 OR® 1/4'0-20x3/4'S.S. 1' tRUSS Min. CHOR$ 1 16 a E MACHINE SCREWS U Nc CONCRETE ANCHORs TpU; HEAD/NAC IH NE ISCRENS (SEE SCNEDU 13} 1' 1/4"-20 NUTS O 12.O.C. (SEE SCHEDULE ON W/ 1/4•-20 HIJIS O 1x'O.R POURED CONCRETE Mtn. TOURED CONCRETE SHEET 13} OR L REQUIRED BL OR CONCRETE BLOCK WALL REQUIR02m CRETED MV LL WASILL Hff LL&lM (SEESCHEDULE owREQUIRED POURED CONCRETE SHEET 14) HV WALL SILLINSTALL T,A ION OR CONCRETE BLOCK WALL REQUIRED O MY WALL SILL INSTALLATION NOTE FOR COMSHEET 4 FOR PI SECTIONS t INSTALLATION DETAILS W/ t-SEE SHEET 4 FOR SYFtG1,SHUTTER s E D =EDGE gSTANCE ASSEMBLY 3} O BLADE ISEE (ATONS OF USEON SHEET le POR C1) HV BLADE 2-MOUNTING SECTR?AS CAN BE COMBINED (SEE SPECInGTIONS ON SHEET 1 x AF1Y WAY 78 SUR ANY iNSTALLATK#4. u111M FLORIDA BUILDING CODE Mon Nigh Velocity Hurricane Zone ......... ETW�[/�(Pi-r- 0 2015 EASTMETAL'SUPPLY, INC, Ns' BEF 1 TM �' w $■p■ Accordion Shutter System 1 L E C O N e. ■ H.V.IRACIE#1 W/at W/o KV.WIMM RADE l� *� TIWT TESTING $ ENGINEERING CGMPANY Ani6rlcan Shutter Systems ° S iT OFESMPRox DATE OPAT Bt; M.L '`'�'� 6M xw,3&A Si.,st>.303,VRGM GAPSONs,ROR10A s,1 Assoclatlon. Inc.Ir OLD 11-192 4/13115 DA 4/13/ts �(b� PMna:(309)871-1530.Fox:(!03)871-1531 4268 Westroods Drive x ----i�s V-�� -11;Ulte 6001.eom DRAWING No I sjONAl E���``�� Ee-=571e West Palm Beach. F1 33407 3 ' ^�85 q p 'WALTER A nwr Jr.P.E. 4 1!111 HntN FLORIDA Ua.0 44167 5 SHEET P.E. SEAl� t1;NATUREfOATE 6 a OF 2 POURED CONCRETE ANCHORS I Ata sPiPAnan 1 OR ®O i I _-0 TO am 1 CONCRETE (SEE SCHEDULE ON SHEET 13) Ji )O o.Ass(aFE EXISRNC 1 w xl®uE DTA REQUIRED EDGE OF i t �aA�m GHS ' �t SHEET It) 3 w ssa te'w ro aux, I .U. —SLAB APCABLE EEGLASS-1 aJaLsm&® \ av s�tEttq 9 ALTERNA i i 1 i t i' E)<ISRNG 1 i ' ANCHOR 1 LOCATION /10x3/4'HEX WASHER HEAD i IF 11 OR 3 a+15 I J/e YM 7T](SCREWS O 12.O.C. 1 EDGE OF $ I SLAB IF 3/& u CONCRETE ANCHORS 1W5Z APPUCAB � I H ©+ 7 (SEF SCHEDULE ON SHEET 13) 1 OF Exl NOI EDGE OF ' I IF SLAB.IF 1/2 1 EDGE OF CABLENO.mSAPPLICABLE ,Q, •Q. LIAPPICCABSE POURED . . CON FIAT HEAD CONCRETE ANCHORS -4 tsl°�'Elua mwo O POURED CONCRETE REQUIRED (�SCHEDULE NH SHEET 14) IN SfFET tP Rn ---(DOR ® CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS I aAoEsm&® REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) II el.) INSTALLATION D ONLY FOR UP TO +70, -75 PSP A.S.D. ® HV FLOOR INSTALLATION t HV WALK—(VER INSTALLATION DESIGN PRFSSUSCHEDULE #3, ��TI;G&FOR SPANS PER ® HV CEILING INSTALLATION ' Exlsm N.SEPWATUN CONCRETE ANCHORS (� — (SEE SCHEDULE ON aN slat 11) I 1 i--gym smAwwt O SHEET f 0) L/4'D�N=f TN'I70N W O affil�III) ' I I I IXISTING TDM*60L05f OR 1/410 POWERS I 1/4' EXISTING IX c4AWlea sPAw,mt ro aAfl GLASS---1 FAST04M TAPPER+ulnas M/ MAX. GLASS 1 ? :x1EnuE ox s+aT 11) 1 I ua WYMM M TO 1 3/4•AM OOfnLElO o e- 1 -�(srE soanlRr a t q t O.C.FUR<P TO e-d MR kID 0,41 FOR SPANS LARCER Il" 1/'T• I 1 45fALWLIP a, 11 ATEWN fil4IDQR FF1D i ri 1 i -- (TP.)(SEE NOPE I1M1A11IM681 J WASHER READ NEK E ' » COM.sEUANr MAX. 5 UW. TER SCREWS 0 12'D.C. /14x3/4• HIX HEAD I T 8• i-I- 1 B• • 1;'�• 1/4'4-2tAr3/4'SS MS TIX SCREWS m B'O.C. I - --- RJI4x3/4•S.D.S. _ ___ I 1/4' °• X o tr Ile 4 20 NIRS OR 1/4.0-20 S.S.M.S. CONCRETE ANCHORS 1 - - 6 +O J/ O 9.0.C. __ _ MOx. x'�`�'�•�' :t,' W/NUT O 9'O.C. i SCHEDULE ON 1 •' 2.00•MIN.'u E)25TING NON WALL TRIM(DECORCTU i I EDGE OF :'•1.'• TIVE ED. +, Sw i Ji i S�ff +14x3/4•F.H.S.D.S. .•,MIN' ' POURED 1 7 B CONCREM PUG. CONCRETE ANCHORS NOTE 13(b) O 9.O.C. PEWOim POURED CONCRETE (SFE SCHEDULE ON ON SHEET 1 EE NOTE 13(b) p, OR CONCRETE BLACK SHEET 14) POURED CONCRETE ON SHFEr 1 '. OR CONCRETE BLOCK REQUIRED REQUIREDKEYSTONE MOUNTING INSTALLATIONoPnoNAL POURED/ K HV WALL FLOOR INSTALLATIONINSTALLATION © HV WALL WALK—OVER ,,,,,R,,U,SHUTTER!Sp,I,9'-0- ON SHALL J HV AINGUARD INSTALLATION rte: NOTE FOR COMBINATION OF SECTIONS • REMOVABLE WHEN PERFORAT) MED E.D.m EDGE DISTANCE THIS ENr01ST LL AN OPERABLE IXt< SEE UQNONNS EE USE FOR ;_SEE SHEET 4 FOR TIYICAL SHUrrER (SEE SPECIFICATIONS XH SHEET 13) OR ENTRANCE MADE ON SPIFFY 19 INSTALLATION DETAILS W/ O HV BLADE ASSEMBLY OMBINED In A Y WAY TSECTIONS SUIT MY NNSTAAUATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ENS AccordionS Accordion Shutter System fTlLfE C 0 1■C. ■ ■ ■ ■ PLV.RADE$1 W/OR W/0 HV.W1NDwr RAE :W= TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.NO DESGRwnow DATE DRAWN BY. u, -O••• ATE OF ` a=" SeOi.St.fie.301 NRGIW GARDENS.FLORIDA Jai Association, Inc. I OLD 71-192 4/13 15 010E: 4/13/15 Phone:(305)071-1530.Fax:(305)871-1531 4268 Westroode Drive 2 DRAWING No '%� c�•.• G�\`�� wUe0I Re0'O1.coa West Palm Beach, FL 33407 3 15-085 ONAI E�o�° WALTER A TWIT Jr.P.E. P.E. SF I'f519NA 'RE/DATE FLORIDA ua.9 44167 a SHEEP 0F 20 SEE END WALL ETS 10 A 18SEE NOTES ON LOCKING RODS®,HY LOCKS G OUT 90 FIN r INSTALLATIONS W/ 1 HV **� SLACK D�L MR'®w°FOR AL IXI511NG S BLADE W HV CENTERMATES �,ERMATES APPLICATION�1 6UDE01 ���©•07 °"—10+® OR SCF END WALL CONNECTION ------- EXISRNG GLASS Lf --- 2•.2•.1/6•.0'-2 I ®+®m'O+®°"�+� 3 1/4• 7• 6 1/2• 7- (600-TS ALWY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2)1/4'0 TAPCON L1/2• a©+ ANCFIORS TO CONCRETE I CEN ERMAT S CE TES MIN. SEPARATION (rOP/BOnoM) }10.3/4's.M.s.® 12• o LN/ HV OCK o or sFE SCHEDULE (6)(10.1/2•S.M.s.ro TUDE I d.C.FULL LENGHT. AT EACH ANGLE.(TYP) * * * 3 ON SHEET 11) 5 ® a 35 IN TAI, A / ,• ® 5 O a + O ' OUT ® ° to+®�' 0 --- HVC HVA ® POURED CONCRETE Oft HVB an®m/©�+07 a+®m10'®a' EXISTING GLASS CONCRETE BLOC WALL — t0+®tliA)1{®W +©011 r REau Ea SYMMETRICAL -------- �'�'���' � +®�, i------- - ISTING MIN.SEPARATION cuss $ ,®p1�+©„�.�J�EXI EXISTING CENTER ES* 6 IN ©+®°®+�$aN®+�oR ( TO GLASS 5 W/ BY LQQK OPTIONAL ON SHEEr 11) MIN.SEPARATION ®ul ro c,Ass I N oPnoNa U. - (0N SHEET 1S SC 1� (INTERIOR) ----------- ------- 0 U T CONCRETE ANCHORS - - - � 7 1 16•o.c. z 1 ----- --- - * Z VARIES 3 * * OUT J 4 ® 2 0 ® e ,/z•MAX.sLAac OUT (DMIOR) H V E HV F** HVD FLORIDA BUILDING CODE Won ffi h Velocity Hurricane Zone `````1111111111 Hllllf ®2015 EASTERN METAL SUPPLY,INC. A.ru�il�� B H HVTM CENS S Accordion Shutter System !1 L ECO r�c. ■ ■ ■ ■ KV MADE,fit W/CR W/o KV.\V aAOE TIWT TESTING & ENGINEERING COIdPANY American Shutt®r Systems EV. DMUMOI DATE DRAWN 6Y: N.L. Assoclatlon. Inc. , OLD 11-192 J13/L5 GATE: 4/13/15 : 0355 N.W.36Lh.SL.St.305,NRGM GRR0015.I=MA 331 .o'• STA E OT F = (3os71-1530.F4268 Wes(roads Drive z Pho11e a.:(30)871-1531 DRAWING No ' ''• "ZORIOP• �� o-matt®0000719.wm West Palm Beach, FL 33407 3 15-085 '���Fn• G•'``�\�� WALTER A.T H Jr.P.E. 6 'AffA(Vy,S.���Q••••• FlARM U..p 44167 5 SHEET P.E. �rSAII/,� drt�E/DATE s 8 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE REO CONCRETE '-- CONCRETE BLOCK WALT. - OR CONCRETE OR WARE ftEQU1RED OR CN CR REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONC ANCHOR EXISTING CLASS ® 16'O.C. _ — — 2"MIN /E-X-L5TiNG GLASS 2"MtN. WN.SEPARATION `- 'I- 1" L.._. _f TO MASS(SEE E EQ WION TO CLAS((SEE WN.SEPARATION SCFIFO o c AD SHEET AN T4 i� 7 18N S TO GUW SC EOUE 0H s9ET 1/18"x3'MAX. 11 FOR 1916 4 Sa FUR B ADET T SC7gIX0.E oN 9 T 11 FOR f 1,tiA143 (6083-T6)CONTSET. gfp6 Cp& 11 FUR BilAOE T))AtA 17 FDR E mANP (LC }AT ON MEET•19 FOR PLATE. LO ATE ` ON M( &FDR 7 fes"_ ON SI m G QA E1T11A SIDE i 6LADE_5(p&Q31 PLATE. LocATE 1/x ` ! 1 BLAS (p&FOR r OF(D) AT EIM R SIDE M!N 1/2'MIN. No I 46 USE t'OR 2'MAX. #t OXt/2'& 'S. $70x7/2"&kS. I _-- (AS APPUCABLE)xrx1/8'x0'-2' I ----- a 16'O.C. - — 0 16"O.C. -�- - ALUMINUM CUP ANGLE i (6063-T8 ALLOY)AT M10HEIGHT 4 ` 4 (1)/70X112'S.M.S.TO( & (2)1/4"0 TAPOONS ANCHORS TO SEE DETAIL X Po WALL.AT t'D.C.(tOG1TE AT 4ifo.o.o.0.0. & SEE DETAIL X FOR SIDE CONNECTION OR (� EITHER SIDE OF(D) I OR _� SIDE CONNECTION OR TRACKS � «6 7«6'l'.`S'•0« TO TRACKS a «6 7.8 SSIDE CONNECTION ¢ °'�°'rG)V'6) (8) X.w" ,r^�, ,( • « 1 +n•C0TO TRACKS`701«Y -0-0.0« 8♦ ©'O'0«p.0.0« t�•a•©«®•Q`t®« 0• «O`O•® 6.07" 0-@-o 0- 0 .0« 0«®`®«U•0« 0,l�«©,OaO,®« 0•®«0•d��C7•©« 0.0«0.0«p,�« p`0«0.0«0.0«" &0.0.0«0.0«®.,� « - ©•0«0 0«®•4 «0 END CONNECTION DETAIL d ENR CONNECTION DETAIL QIN DETAI END CONNECTION DETAIL 4� POURED CONCRETE OR TH 4 REQUIRED ONLY FOR SPANS GREATER AN 12'-0' —L/-�EXIS"INI'04AS5 CONCRETE BLOCK WALL G REQUIRED GLASS `.I M.C �___ _ _ TO GASS(SEE a 16' .CH )1 1f2'S. .� ✓ '�.`.— MGR.sErARA7fON Y •bl---""'--- --�---- TO CRASS(SFE 6 OR .0 OR 1c�E0 ON CON £TE 1/2'MIN. SCtiDULE OH 9E1T - ---'--- - - _--` ON%W 19 FOR ANCHOR 0 70HU$E�9 wRN 4 I OR OR t OR') CONCRETE BLADES(D ® 12'O.C. �"' --- ---- ANCHORIa. - Q 5RADES 4D&ID ---- - OR@ O.C. 7 2 MIN. - _-^- EO - MIN• - ..--- IT OR$�OR}�OR 2'MIN. 2"MIN. - 0 GSEE LADE BAONHSHEETU 9 FOR @ORS@DDR(BOR gOR@ VIEW Y 5 1 OR f®` P� POURED CONCRETE OR OR «(�« .Q 0�,0« `> �a0«0`0«0'0«®« . 9tt-..SS CONCRETE etacK WALLION REQD97FA '0«®•®«©•® &0.0«0.0.0« 1 DE HV WINDBLADE- ! 0 «p Q CO CRETE OR CONCRETE BLOCK WALL ®•0«0•t�«O•®« O ®•0«0.0« END G CONNECTION DETAIL� ®•0«0.4�«®•©«��ND CONNErTI�,�All. g FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM fL �Oi A■&S.A. AccflrW/OR shutter System �.v Blade#1 w/OR W/O H.v.4ANGOlV BLaoe TILLIT TESTING & ENGINEERING COMPANY A71A0Ticaii Shufit®f 8)78701118 ty, GEsa6PtrD» DATE DRAWN en M.L. STATE OF !'2:'Z ww&W.36tH.St.$te.3os.MGM"WOM ROMA 33, Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13 15 ~�• L'hoA*:(305)871-1530,Fan:(305)871-i63f 4268 Westro0�3 Drive 2 _h w e-nx6C Oteeooad.crom DRAWING No i� \ ; Wast palm Beach, FL 33407 3 1 C tipp y ts''•�•y••••••• V��� ES-OOG87i0 15"'"OLi5 jXA�sZONAL.��1P�� wALTrR A TIUIr .Jr.P.E. 4 SHEET P.E. NL' 11IA JRE/RATE FLORIDA M.9 44167 s D 10 OF 20 SCHEDULE J1 EDt,!F S HF.D s Ste. A &�}or or MAXIMUM XSIAOR -LN--SHUTTER SPAN* FOR L+" FA (it STALlATI0N5M SHUTTER SPAN* +*MAXIMUM SHUTTER SPAN L+"OR L-"(ft.). FOR INSTALLATIONS W/ OR L-" ft. FOR W/ ONE H.V. LOCK ® or @ or or CONCRETE& WOOD {i}L+:MAXIMUM AItOWABtE sPAN FOR A CNEN HD LOCK W/ NO LOCK#NG RODS or EINE !{V LOCK or ar W/ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES i&&@ W/ ONE HV •T• W/ NO LOCKING RODS® Wj NO LOCKING WALL A, e, C, D, E, M, N, O, P, O, A •ALLOWABLE RE FOR A GIVEN xEcaTTVE LOCK W/TWO LOCKING RODS (SEE NOTES t.tt) wS.D.DESIGN PRESSURE ItanxG. TOP & MOUNTING F, K &L R, S, &Y. OTTOM SEE NOTES UD FOR MOUNTING (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE&WOOD ET» FL04R/CEILING G, H, t, It, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: UNW11w kkvmwCONCRETE&WOOD IxSiALLATi0N5 COxCREfE MOUNTING & M A=UMMAD•NsmR MO.DOWN INSTALLATIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, WALL MOUNTING FLOOR CC t7 WALL MOUNRNO PRIMSWE MDUUNTLNG FAIM A tuna FIACR/CESUNG YODNi7NG DETERMINE MAXIMUM SPAN •L+'FROM SCHEDULE. -) FLOOR/CaLING MOUNTING tn.e.td OR GIVEN A NEGATIVE A.S,D.DESIGN PRESSURE RATING, L+ fffl L-tU L+ t-{ C f t- T* -1 FLOG Att MOUNONO DETERMINE MAXIMUM SPAN 'L- FROM SCHEDULE. iR) L+ L-R) 0 MAXIMUM SHUTTER SPAN'L+'OR T.-'FOR 30 OR LESS16'-0' 16'-0• t8-0 1770- 30 16'-O- 16'-0' 30 161-W 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10• 15'-2' 16'-0' 35 14'-10' 14'-10' 35 15'-2' 16'-10' 105 Psf•AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN`L+'AND"L- 40 t3'-t0" 13'-10• t4'-2° }5'-2' 40 13'-i0" 13'-10• 40 14'-2" 15'-2' {3}PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4' 14'-3• 45 3'-1'113'-1 45 13'-4" 14•-3- t HV CORNER CENTFRMA'LE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 i2'-5• 12'-5' 12'-8' 13'-7' S4 12'-5' 12'-5• 50 12'-3" 13'-i- MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEIJNG MOUNTINGS: 55 11'-10- 11'•-10' 12'-1' 1 12'-1155 11'-10- 11'-10' 55 11'-1" 11'-it" SHALL BE AS INDICATED ON MANDATORY CONDITION 02 FOR A GIVEN POSITIVE AS.D� DESIGN pRESSUR£ 60 1 i'-4' 1/'-4' 1 t'-7' 12'-4• 60 111-41 11'-4' 80 t0'-2• 10'-11' NOTE y5.SHEET S. RATING: 65 10'-10" 10'-10- 11'-1- 11'-T t' 65 10'-10- 10'-10" 65 1 9--5• 10•-1- DETERMINE: 70 SO'-6• TO'-6- 10•-9• 1 11-5' 70 t0'-8' 10'-6' 70 1 8•-9' 9-4• Lt+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. L2+=MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-11 10'-1• 10'-4- 75 101-11 10'-1' 1 75 1 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 W-10' 91-10` 10'-D• t0'-9' 80 9,-IO' W-10' 'L-•AND MAXIMUM A.S.D.06SING PRESSURE RATING FOR 85 9'-6• 9•-6• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOUC FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 90 9'-5" 10-1' 90 W-3' 9'-3' SHALL BE UMIFD A5 FOLLOWS- RATING: 1- CONNECTIONS TO KEYSTONE MOUNTING DETERM6iE: • 8'-9' 9'-2- 9'-10' 95 9'-0' B'-9' LIMITED TO +64,T2 LtMAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' e'-4 - - 100 B'-9• 6'-4• P.R.f.AND 6'-0-SPAN, SEE L2-=MAX.SPAN FOR AAOR/CMUNG MOUNTING 105 8'-7- 7-11' 8'-9- 105 a'-7' T-I/' MOUNTING MU ON SHEET 7. INSTALLATIONS. 110 a'-4' 1 7'-7' 8'-7- 9'-2' 110 B'-4' Y-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 70 THE -11• 115 a•-2 r-r SEPARATIQN TO. GLASS SCH�DULF MINIMUM BETWEEN 11+',"L2+". "G-•AND"L2--" O - 120 e'-O• 6'-t 1' 1 125 7'-10' 8'-8• (4)GO TO ANCHOR SCI EDULE WITH FINAL MAXIMUM 130 7'--8' .6,-S- 7'-10' B'-1" 130, 7--8- 6'-5• +��"'�--•� ALLOWABLE SPAN AND NEGATIVE ASA.DESIGN 135 7'-7' 6'-2' 7'-9• 7'-9' 135 7'-7- 8'-2' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 140 7--5• 5'-11- 7'-7' 7•-6' 140 r-s• 7-1 1' ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7-5" 7'-3- 145 7'-3' S'-s- TO GLASS 1$0 7'-2- 5'•-.7" 7'-4" 7­0- 150 7'-2- 5'-7' 155 7'-0' Y-5• 7'-Y W-81 155 7'-0' S'-5• 1 THRU 3 160 6'-11' 5'-2" 7'-1' 6'-7" 160 6•-11- 6'-2' 165 W-10' 5•-1' 71-0• 6'-4' 1165 W-10' S-1' 170 W-9• V-it- 61-11- 6'-2" 170 6'-9" 4'-11' 175 6'-7' 4'-9' 6'-9' 8'-o". 175 W-7' 4'-9' 160 6•-6• 4'-6' 6'-8• 5'-10' 180 8'-$' H VBLADE 185 6'-5' 4'-B' 8'-7' 5'-8' 185 6'-5- 4'-8- 190 6'-4' 4'-5' 6•-6' 6•-6" 190 6'-4' 1 4'-5- 195 -5, 5'-5` 195 6'-3' 1 4'-3' 200 6'-2- 4•-2' 6'-4' 5--3` 200 6'-2•205 4'-2' 205 8'--1' 4'-i- 6'-3• 5•-1` 6'-1• 4'-1• FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ``'+`�LR7111LT Ill 0 2015 EASTERN METAL SUPPLY,INC . .7" BERTHA 8 RTiA HVMA.S. A■ Accordion Shutter System HV.BADE#1 W/OR W/O H.V.WNDDW SAM LUT TESTING k ENGINEERING COMPANY ®TlcGfl Shutter Sys4@Tn$ OESCR PitON 6A1E IRRAAM 6r:MAYILG *41, 1190±3 N.W.3Mi Sc,Ste.aus.'flR%"GAROM.nDRIDA 331Assoc1a11cn. Inc. t OLD 11-192 4 13 15 0A79: 4/13 TS "• Pt--:(303)871-1550.FGA:(305}871-1531 4268 Westroads Drive 2 4•/'� o-man:tutecoaael.eomDRAWING ND e6-0006719 West Palm Beach, FL 33407 �1\`�: WALTER h T UJT N.P.E lSRS (}t1SI(s E/DATE FLORIDA ue.d 441e7 6 SHEET 1 OF 20 1 /,7., l :11/ •i:7q, it :I\, :\1 _ �::?.�.r lrf ...1 \II\�::.Ili 1: .. :ql •: �/n h:it �p�r �p�—���..aj •f j.. 1 f• ��' 0©mm������1.�•'14ID®����®mmQ•�J'®'00 1©�m�m��0 ODOmMmmM mmmnm000 mmmnu[nr�o mmmouolrac=a mma�nooar��ammmovnom noonoo�nm OFmmm000nommmoaoonmmmn0000mmmomonnu•mmnn000n0000000 mmmnovoommmnnonvmmm0000nmmm000n©mmmonoon000000nm ........ ®mmmOOOOsf mm0000O0 mmm00I�OO mmmOr70p�mmmaClODO nOO�lOpmi� mmf�dOOaL7mmQ7000OOmmmAO[�aO67mmO00m mmm............. mmmOnOOp mmmOOOOO mmm000OO mmmOOOMO mmmOnnOO OpAOOOmO mmmni7[7017 mmm0Op00 mmm0000n mmm000pO®mmOOOOO OnnnnOp m0m000mMmmmO00OFF1Q7mmd000O6.7mmpm000mm0OQ7mpp0000mmOp , ,. 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Jim 1 n I my �, 1 1 L 14U SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E 0.&H ON SHEETS e&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POOP® 6F{m POFD COMLIETE (A) TO EXISTING POURED CONCRETE(Mln.Fc-3 1 (9)WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING -1/4'4 TAPCON OR TAPCON WITH ADVANCED THREADFOW TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDOL(10.rc-3 kel) -1/4'4 x 3/4'All.PoINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POWYS SCREW.BOLT&SPECIALTY COMPANY.(1Na.fe-3 kW) ( l IEFVSIYE Pfd Popplek=DEM MAINE FWM RMTNB W RSA Dein MW NE PfOSLYE WIND W 1/4'4 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.Ac-2 kel) 30 140 160 175 1 90 120 160 205 30 /0 60 B0 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR -CED 7/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL PORTS SCREW.BOLT&SPECIALTY 4 2 0 9 B 0 2 10 8 14 1 f0 B 8 B e e 1HRE10FORM TEWITH G1N0 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.ANC. 14 12 10 9 B B 8 74 12 10 9 8 B 8 B 14 12 70 9 8 8 8 8 (MIA.I c=3 Iml) OR LESS 14 2 10 D B a 8 6 14 12 10 D 8 B 6 0 14 12 16 9 0 B e 6 �•POINTS S(N.Ib-SET BLUE TAP'w/CAP PoT6 1 12 10 9 8 8 6 7 14 12 10 9 8 B B 8 14 12 10 D 8 8 6 8 A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADI'll M TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 D 8 7 6A J5 14 12 10. 8 8 0 8 14 12 10 9 B B e e TAPPER+ ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4,-0' 14 12 ID D 6 6 8 5 14 12 10 9 6 B 6 6 14 12 10 9 8 8 0 S3 14 1 10 9 0 a 8 4 14 12 10 9 8 8 e 4A 14 12 10 8 a e .4 15 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'DOD THE POURED CONCRETE No-E:MBEDkUM 14 12 10 e 8 B B 45 14 12 10 9 .B 8 B 6.0 14 12 7 8 8 8 6 4S INTO STUCCO SWVl BE PERMITTED.1/4'0-20 B.S.MACHINE SCREIII USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND ♦SEE ATgNS OF Ilg FOIL 14 12 10 8 75 5a &5 - 14 12 10 B B B e 5 14 12 10 9 B. 7 55 4 B1 WgON�19 1'MINIMUM FOR WALLS WITH NO SNOW. 14 12 10 D a 8 B B 14 12 10 0 8 8 815.5114 12 10 9 0 8 6 45 IN 14 tg 70 9 8 7 4 - 14 12 10 B 8 6.8 0 3.5 14 12 10 8 6.3 a 3.8 3 A.3)ON CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISRNG WALL OR FLOOR. 14 12 10 9 8 7A 4.6 - 14 12 10 9 a e B 4A 1 12 10 9 8 B 4.3 7a ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN M RUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE%VLL BE AS INDICATED ON 14 12 0.5 75 6S 4A - - 14 12 10 9 e 74 OA 4 14 72 10 8 0 5 'S JA NOTES A7)h A2)ABOVE FOR INSESTUDS SEE SHEET SIDING OR E7F5 WITH OR WITHOUT METAL,STUDS CONSULT THIS ENGINEER.FOR 14 12 f0 B 0 8 0 - IL 12 10 D B B 5 5 14 12 10 9 B10.51•S 3.5 INSFAIUIf INTO CIES WITH METAL STUDS SEE SHEET 20. 14 12 10 8 7b 6A ] - 14 12 10 &S 7 ;75 J 14 12 8 0.5 6b 4 3 14 12 10 8 B e - - 14 12 10 9 B 73 14 12 10 85 e e ♦ - (B) 70 F](ISTINO CONCRETE BLOCK:(ASTM C-TKI) 14 12 8 &S 55 3 - - 14 12 fo 9 B 2.6 14 12 10 B 7 6 3.8 S -1/4'4 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED EY I.T.W.BIAIDDL 14 12 10 B 8 8 - - 14 12 10 9 B 4 14 12 10 9 75 5A 4 3 -1/4'0 x-J/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY Al POINTS SCREW.BOLT&SPECIALTY COMPANY. 7'-0' 1/4Y BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS Ill INC. 14 12 10 8 eA 4 - - 14 12 9 7A 8 - 14 1Z 7 7 4.5 ].01/4'1 TAPPER+ANCHORS AS MANIFAOTURED ELY POWERS FASTENERS,INC.,AND DISTRBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 12 10 6.3 7 { - - 14 12 10 B - 14 12 8 7 7.3 M - COMPANY OR ANY OTHER APPROVED LICENSED OR ABHORRED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 45 - 14 12 10 75 - 14 12 D 7 6 45 3 14 12 10 B B &S - - 14 12 10 B - 14 12 10 8 65 5 3b NOTES: 12 &6 7 aA 3 - - 14 12 8 0.5 55 - 2.5 9A 0 5 4 S - B.1)MINIMUM EMBED¢INTO,OONI IE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'IND TAPCON 14 12 9A 75 a 14 12 9A a 65 - 14 12 8 B 65 4 - - WITH ADVANCED TH READFORM TECHNOLOGY ANCHORS IS 1. 1.3 9.5 65 8 3.5 1- 14 112 10 B 6.0 5 - 14 12 8 6.8 5 4 9'-0' 14 12 10 0 8 - - - 14112 10 D 7A 4.5 - - 14 12 8.5 7 BA 4 - - &2)MINIMUM EMBEDMENT OF 114'1 x 3/4'ALL POINTS SOLID-SET ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 115 75 6 4 - - T4 111 7 as S 3_5 - - 11 8 55 4.5 1&5 - I- -a EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'9-20 S.S.MACHINE SCREW USED SHALT.BE 1 1/2'LONG MINIMUM SHOULD STUCCCI 14 12 0 65 4.5 1- 14112 0.5 7 6.6 t 1- 14 TOA 7 35 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1.5&5 85 4 - 14 12 9 7 6 4:j - - 14 11 7 8.5 45 &5 10'-0'[14 12 10 9 7.5 - - - 14 12 10 B'65 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 EASTNO WALL OR FLOOR, 10.9 7 5 A - - - 13 19.516.5 5 4 J - - 10 7b 5 { S - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 11 7.5 55 - - - - 14 IRA 9, B 6 4 - - 2S 95 0 a 4 4 - - NOTES B.1)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 8 5 - 14 12 8 &5 55 4 - 13 10 6.5 5 4 3 FOR INSTALLATION INTO DFS 1NTH METAL STUDS SEE SHEET 20. 11•-0' 12 t0 - - - - - 14,11219 7 5 4.S - - 14 05 7 55 45 35 - - (C) ANCHORS SWILL BE NNSfAIED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCIOYS MANUFACTURER. 95 8 - 12 9 6 4A 4 3 B 7 45 A6 J 10 7 - - - - - 14 0.5 7 & 45 - - - 1S 85 5.514.0 75 - - - (D SEE SCHEDULE BELOW FOR EDGE DISTANCE ED. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 7 4S - - - - - 14 1.57.5 6 5 - - - 12 9 8 4A 4 - - 12•-0' 12 1 - - - - - 14 12 6 8b 0b - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: &5 4.8 - - 11 8 55 4 35 - B 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING O,5 8 - - - - - 13 95 6S 5 4 - - - OS 8 6 4 - - - - BY MULTI SPACING SFIVWN ON SCHEDULE BY THE FDLLOWINO FACTORS. B B5 - - 14 105 7 55 45 - 11 85 83 4A : - REDUCED SPACING OBTAINED USlN0 FACTOR 91A11 NOT BE LESS THAN ANNUM SPACING INDICATED FOR EACH ANCILOR TYPE 13'-D•14 12 - - - - - - I4 IIA 7.0 e a - _ - 12 B e 45 4 - - - FACTOR 05 8 - - - - - - 10 73 5 4 J - - 7.8 S5 4 3 - ACTUAL 25 ae - - - - - - 12 9 e 4s 4 - - - 9s 7 s 4 - - - - EDGE TAPCON TAPCON WBH MNANCED ALL PONT SOLID SET BLUE TAP W/CAP TAPPER+ 5 e - - - - - - 13 BA e5 s - - - - 05 7b 5 4 - - - - TIDiEADFOfiM TECHNOLOGY WN.SPACING 14 12 - - - - - - 14 IOb 7 Db - - - - 11 0.b 55 4b - E.D. MAN.SPACING 3' MW.SPACING-3' N.SPACING 3 112' MIN.SPACING e,3' 3 3/4' 4' 14�-0' 10 75 _ _ _ _ _ _ B 7 45 S.5 _ _ _ _ 7 0 3A S - - - - NV SLADE W/ POURED CONCRETE h pp66D CDNLTtTE (DM7✓f7E HOaG POURED CONCRETE 81 PIX6+FD CONCRETE A4 PDt�ATE ON7ETE IDT( to B - - 11 6 &e 4A - - 9 B.S 45 - - - - - IHCONCR E0.ETE Y I@L fJ1.3 I/Y Mtl.FO.•2 1/Y 3EOCN CONCRETE,�K Mal ED•7 1/7 FA•2 112" 14 - - - - - - - 35 112 0 66J - - - - - oa MIN.MN e - - - - - BLADE WORKING 3• t.o oeo t.o G.7s t.D o.54 t.0 15-0' as &5 - - 0.S 6 3 1/2' - 081 1.0 - - 0.67 7.0 10 - - oA e a - - as e 4 - _ _ _ _ IN UNISON ♦ 2' _ M71 - _ _ 0,61 7 _ _ _ _ _ - 7.5 05 58 - _ _ _ D BA 45 - - - - - 1 3/4' - 0.91 _ _ _ 0.43 1B•-0' / 25 BA B _ _ _ _ .. 10 7S 5 - - - - - 1 7 2' _ _ am a 4 - - - - - 8 4S 3 - - - - ➢S - - - 8 5 4 - - - - - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone d ®2013 EASTERN METAL SUPPLY.INC. �ENSF*-.. � BERTHA NVTIM /TIMECOill A�S,S,A� Accordion Shutter System J y Kv aaoEt w/CR w/o H.v 1HNDChkf RACE r�' Arneil n Shutter Systems 1EY.W DESCRIPTION DATE DRAWN BH ML TINT TESTING & ENGINEERING COMPANY &TSS N.W.38U.R..Ste.303.YRGOM GARwa,l33.8 A$sOGioticn. 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