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i i r P 1 � r Q r 1 r BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts I Publications I FBC Staff'I,'BCIS Site Map Links Search Florida reProduct Approval RECEIVED USER:PUbGc User A�r�orgr•tm Product Approval Menu>Product or Application Search>Application List>Application Detail OCT ^ 1 2017 OFFICE OF1HE FL# FL389-R8' I 3 L Application Type Revision Permitting Department Code Version 2014 St. Lucie County, FL Application Status Approved Comments Archived Dl Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive, West.Palm Beach,FL 33407 (561)209-8263 - tifeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email' " Quality Assurance Representative Address/Phone/Email, Category "Shutters Subcategory Accordion," Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Re Evaluation' Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E.- Evaluation .E.Evaluation Report Florida License PE-44167 Quality Assurance Entity` National Accreditation and Management Institute `QualityAssurance Coritract,Expiration,Date :12/31/2018 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certlficate of Independence X389 R8 COI HV ACCORDION CI NONHVHZ.Ddf 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 1 Option D Date Submitted 134/29/2015 Date Validated 04/29/2015 Date-Pending.FBC Approval- 05/07/2015 -,-,;Date Approved; 06/22/2015 i Date Revise 09/18/2017 Summary of Products FL# Model;Number or Name Description Bertha:HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top (Non-HVHZ)-Drwg 15-086 and bottom)for storm protection -Limits of Use-•---- Installation Instructions Approved for use in HVHZ: No 'FL389 R8 II A.S.S.A.INC. DPWG.15-086.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 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC, P.E.R. DPWG.15-086.r)df positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASO 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 un[son.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 1 Extruded aluminum interlocking blades retained by tracks(top I Only-(Non-HVHZ)- Drwg 15-085 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ: No FL389 R8 II A.S.S.A.INC, DRWG.15-085.pdf Approved for use outside HVHZ:Yes Verifled 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 locking Created by Independent Third Party: Yes rod configuration for the HVI blade,8'-0"for+64,-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HVIA 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(top COMBO-(Non-HVHZ)-Drwg 15-084 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ: No FL389 R8 11 A.S.S.A.INC. DRW(3,15-084,E)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile.Max. 16'a-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.r)df for Blade I and 18'-0"for Blade 2.See schedules ori sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively ..7kl Next Contact Us::2601 Blair Stone Road,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(l),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 emalls 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: 10-31 FIN-1 R E GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE +3 W/OR W/O H.V.WINDOW BLADE 03 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WTTFI THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. ' DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND,SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL, , BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT ECC®THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS ' INDICATED ON SHEETS 5, 6,7, 8& 18. - - - IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD..DESIGYJ WIND LOADS TABLE OF CONTENTS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6,7, 8& 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED..AS TESTED,WERE NOT OVER-STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MAI USED IN THEIR AREA 1• HV BLADES(b & +AAI ANALYSIS. HOWEVER,A WIND LOAD DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. _ BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 03 W/OR W/O H.V.WINDOW BLADE 13 ADEQUACY FOR WIND AND IMPACT LOADS HAS,BEEN VERIFIED IN ACCORDANCE GENERAL NOTES. SHEET 1 WITH.SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN-TEST LAB OF SOUTH FLORIDA REPORTS: SYSTEM COMPONENTS. 1-21 SHEET 2 .-.. SYSTEM COMPONENTS. 22-36 SHEET 3 -OHM.-BLADE 03#0403.01-08 WITH ADDENDUMS#3A.DATED 4/30/14,AS PER PROTOCOLS TAS 201,202&203 AND ASTM E-330,ASTM E-1886 AND E-1996 STANDARDS(MISSILE TYPICAL SHUTTER ASSEMBLY. SHEET 3A LEVEL D.WIND ZONES 1,2,3&4),0825.01-10(WITH ADDENDUM#2,DATED 4/30/14), 1220:01-10, 1209.01-10&042202-14,AS PER PROTOCOLS TAS-2o1,TAS 202&TAS-203, LARGE MISSILE -QH.V. BLADE#3 WORKING IN UNISON WITH®H.V.WINDOW.BLADE#3#0829.01-08 WITH ADDENDUM #2, DATED 4/30/14,AS PER PROTOCOLS TAS-201,TAS 202&TAS-203 AND ASTM AREA 2• HV BLADE to AND HV WINDOW BLASE E-330,ASTM E-1886 AND E-1996 STANDARDS(MISSILE LEVEL 0.WIND ZONES 1,2,3&4). WIND OM 1DH.V. BLADE#3 AND®HV.WINDOW BLADE#3 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE . INDICATED ON SHEET 1& TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS. SHEET 4 2.BERTHA ACCORDION PINS©, 35 OR ALTERNATE©.SHALL BE AS INDICATED ON SHEETS 3&4, USED AT BLADE'S KNUCKLE.ACCORDION PNS 3©.USED AT HV DIRECT MAXIMUM SPAN TABLES. SHEET 5 MOUNT SHALL BE AS INDICATED ON SHEET 3.PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187-4 KSI TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 6 PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS.REGISTERED WITH ANCHOR SCHEDULE-CONCRETE& BLOCK. SHEET 7 AMERICAN SHUTTER SYSTEMS ASSOCIATION. ANCHOR SCHEDULE-WOOD SHEET 8 - INSTALLATION DETAILS 1-8-CONCRETE&BLOCK SHEET 9 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER.WITH Fy_=27.1 ksi MINIMUM(UNLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9 -CONCRETE&BLOCK SHEET 10 4.ALL SCREWS TO BE STAINLESS STEEL 3G4 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 10 -METAL STUD SHEET TGA BUILDING CODE 2007 WITH 50 ksl YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. INST.DETAILS W/HV CENTERMATES®&® .SHEET 11 5.BOLTS TO BE ASTM A-307 GALVANIZED STID.•OR NSI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. mr.DETAILS W/HV C LOCK CENTERAI@ &® SHEEP 12 6.SFE SHEETS 6&B FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. IND CONNEDETAILSCTION W/HD CLS $--TTS NC TE&BL SHEET 12 ENO CONNECTION DELVES t-6�ONCRETE&BLOCK SHEET 13 7.THUS BERM H.V.ACCORDION SHUTTER SYSTEM BEARS A US. PATENT#6779582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT INSTALLATION DETAILS 1W-6W-WOOD SHEET 14 #5458179 ISSUED To EASTERN METAL SUPPLY,INC. - INSTALLATION DETAILS 7W-ROW-WOOD SHEET 15 S.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE ATTACHED TO INSURE PROPER ANCHORAGE END CONNECTION DETAILS 1-6-WOOD SHEET 18 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ASA ;: W WINDOW BLADE M ONLY 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT. OR OTHERS.MUST TYPICAL WINDOW BLADE&WINDOW DETAL SHEET 17 PROPERLY CLOSE ALL CXNTERMATES AND ENGAGE OR LOCK ALL LOCKS. TYPICAL SHUTTER ELEVATION SH(37 18 10.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.$14A1 BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 11. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V.BLADE#3 W/OR W/O'KV.WINDOW BLADE#3 INSTALLATION STWl COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS _ ANY BUILDING AND ZONING REGULATIONS PROVIDED 13Y THE JURISDICTION WHERE PERMIT IS APPLIED M. , 12. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;La 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 THIS DRAWING SHALL ONLY BE USED TO DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY MY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECAME THE ENGINEER OF RECORD(EOJR.) 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.ED_SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (Ilan High Velocity Hurricane Zone '(ER A ��AMi�7j (LSI 2015 EASTERN METAL SUPPLY,INC. `,,,y�� .......•<<��,, _ BERTHA Hir OSSA y >F: - FTILTE.C O w . Accordion Shutter.System KV.BADE W dR W/0 KV.WINDOW BADE o[ ��/' = American Shutter Systems LEY.N. INION DATE DRAWN TTY:M.L. TINT TESTING & ENGINEERING COMPANY Tq ;'Tf` Assoclatlon. Inc. t oLD 13-401 /ts/t DATE'04/13/15 SOF 6355 H.W.sal3 se 71 153 v.I-:(W5s,FLOFM1-15a ss, C4 Plwne:(3(U7871-1530.Far:(365)671-1531 e ma0:mL«ooaaw W Drive z West Palm Beach. DRAWING No FL 33407- s ''��.S,,/ANAL EN6�N"N NAL. ED-0nwr71�P.E. 4 15-086 n fFLORFLORIDA '` / 4767' SHEET T8I6NXRE/DAEP.E. 6 OF 18 0 .371. .297* -A25'0 41 rT7-q • r- 1 -1— j I , — - 'A 0.348 8.673- 1a1r T' ZOD ;,VL- 1- .03- 0 0 050-tl T lr� 51, T 3.168, 06 c4 L . t T G)HV BLADE#3 LZJ L 0.210 67e 0w ow HV WINDOW BLADE 93 KO .. 1 (9 ALUMINUM ANGLES 3606 SEE LIMIT TIONS OF USE HV HEADER HV 6.0.TRACK 04 H' RISILL (DIMI�8-0-HEA�DERJWLL� QUA1JFfED FOR USE W1 W R BLADE"ON SHEET 18 QUALIFIED FOR US BLADE(D BLADES 'bW/ HV QUALJF1,ED FOFIB7 HV BLADES QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV G� BLADES(D.@ BLADE(D 3556' 3226' 3� 7— .1170' 2-.6" .670' OW X Y t 1.491• .072 1.352" .522* to L ITI 4-1 2.092" 0 .072' .072 Al 6 .22'. (1.436' HV DIRECT MOUNT '00 HV9011 WAUFLOORTRACK HV ADJ.ADAPTER W/tip HV WA " RTRACK @QUALIFIED FOR USE W1 W W STARTER 0 QUAUFIED FOR US W1 HV QUALIFIED FOR USE W/ BLADES,_1,,_ ? S HV G CORNER POSTS S SIDE ANGLES OUAUFJE0 OR fiv BLADES(� QUALIFIED FOR US W/W BLADES 01 SE BLADES BLADE T V HV 0.757.1.W.G.126"FW. QUALIFIED FOR USE W/ KV BLADES(D,� NEOPRENE SPACER BETWEEN BLADES(D.@ -----------4.6 CE)MERMATES/&S,PLATE TRK 304 Mg SM& 1/4--20.1/2- I/r-20 /4 0 N' 1HFMA=ED CAST C576' 714-5' 2293*— FnLAffT BW (2) 207/2HOLISM ENAMEL , _ 7 IOR .745 (2) /41SACED PAP ITED 3*7_ 1.21- 4 1 "MMG CNMAEL RAW PAWED 7 .8 5' 1�44D' 010 318' 1940' 118. 0621 C., . -t87 (1) /1613�-6"TEE FOR(1)/180 76x7 5/8- .214- GRASS CRn1E1 Kv.Ss TMREA�11AA9 SCREW W/ACEFAL WAD L -11:7� 1 ICIMUE ORSS CniNDER 13 HV CENTERMATEHV FLOATING CENTERMATE S.S.SALT WATER LOCK 1.4,19* PLA311)) (CHROC PEATED) .954" G 15 =.r�j QUAUFIED FOR USE W1 W QUALIFIED FOR QUALIFIED FOR USE W/ HV -L BLADES @.@ ES HV BLADECI) 1.875" a H.V.LOCK 0 H.V.EGRESS LOCK 1.753- QUALIFIED FOR QUALIFIED FOR USE 0D BLADES BLADES (fW/ HV air F COMPONENTS XT %. E. C 6063-T6 ALLOY AND TEMPER SCALE 3/8--1' CK HV MALE'T"LOCK HV FEMALE"T"LOCK - , L- ,. j 0 \Z,l 18 CENTERMATE CENTERMATE PLAN FRONT ELEVATION QUALIFIED FOR USE W/ FIV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 00 -X.CLIP FORT"LOCK CENTERMATE BLADE(a) BLADE BLADE(1) ........ ----QUA—UFIED FOR USE W1 HV B-L-AD-ETU- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) TILt0' ii 02015 EASMIN METAL SUPPLY,INC. EN BERTHA HV's' Accordion Shutter System /111ECOmc. A.S.S.A. KV.BLADE 0 W OR w o KV.WNDW BADE#3 rein Shutter Systems REV.N. DESCFJFnCN DATE DPA"8Y-.M.E. T TESTING & ENGINEERING COMPANY rATE OF Kw.36X1SU St.3M VIRGINIA WDEMS.FLOWA 3314N A3soclation. Inc. I OLD 13-M DVIV15 DATE-o4/t3/ss phm. (3m)871-1530.r":(305)871-1531 4268 Westroads Drive 2 DRAWING No .-Ma:tilt- ea West Palm Beach, FL 33407 3 ED-OOM19 4 15-087 WALTER AL ITEM J.PX- JPZ'196LI-AVOKIRE/DATE RMIDA ik-f 44167 5 SHEET 6 2 OF is • 1917 17 .aWV".. Y m 4 YHUMERURN 12-MIN 1 - - .12• �CNNDOERR27 h Dt. .2f4 m " s ;_q- . 0.875`W- _ _ n 1 .125'ides_ .375'•508• m ? Ilo ry *wmm. 26 12"LOCKING ROD Q B 6"LOCKING ROD Q HD CENTERMATE 23 HD CENTERMATE. 24 HD CENTERMATE"S U ° aQUALIFIED FOR.USE W/ HV ..QUAUFtm FOR USE W/FiV W1 LOCKING ROD W1 NO LOCKING ROD INSERT Dw BLADEQ BLADE tDQUALIFIED FOR U E W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE& BLADEQi BLADE( RN Q 6 INSTALLATION WILL REQUIRE A HOLE DRILLED AT TRACKS FOR PROPER 1.76'max. NDER EMBEDMENT By REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIFS 2333 HOOK BOLT LOCK. 11/2' 1.150- QUALIFIED FOR USE W/ HV31tIVE s,s 1uvErs Aw 7SI BLADE(D .475-?St D324• 3NYLON 7/WffEL. b O fI4 s7Sr o ?� ELEVATION A 0 .SZD•r HV 114"13-20 AISI 304 SERIES ��3t$"fd-1S ACETAL a HV LONG RECESSED 29 HV SHORT RECESSED30 HV NYLON HAT 3i HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AISI 3Q2-303 SERIES QUALIFIED FOR O W/ HV QUALIFIED FOR USE W/ HV BLADE 1 BLADE(j) 365.0 .36511 .aODy ,385y . 500.0 .n 14 g COMPONENTS "z (CONTINUED) �_. • _ N.T.S 32 HV DIRECT HV PIN @ B_LADE HV PIN a-) 31 MOUNT PIN 35 HV.PIN MALE KNUCKLE 0 ALTERNATE PIN #14-14x1 3/4"W/ #8 HD, #10-18"x2 3/4'W/ #8 HO, #10-18'x2 3j4"W/ #8 HD, >� 13• 1e •ig •n.x,• (D BLADE& (M(31). W W/ Ffl/HD MARKING W/ W/ HV HD MARKING W/ #14-14"x2 3/4' W/ #8'HD. / #8 HD. W/ FIV HD SHEETS DACROSHIELD COATING DACROSHIELD COATING W/ HV HD MARKING W/ W10-18'x3" W (SEE DETAIL O SHEETS 13 & DACROSHIELD COATING D/ACROSHIELD�COIATINGNG / i6) W/ DACRD5HIELD COATING , GFLORIDA BUILDING CODE (Nan Nigh Velocity Hurricane Zane R T�� �7j�i CNl 2015 EJ1STRN METAL SUPPLY,INC. \ tc �fT`',, BERTHA H'VTHa r /T L— -0i a c. A■S■S■A■40, Accordion Shutter System KV.BLAS#3 w QR w o Kv xeNDOW BLADE S VF American StlttttBr Systems RLV.N. DEZRIP110H DAZE DRAWN M Mt TILLIT TESTING Q ENGINEERING COMPANY Q'„ 6355 N.W.Wft St,St-30%VR""GFSDFT4.ROMA 351 Association. In;. i OLD 1-1-031_ /13/1MAIM-04/13/15 Peon.:(3os)an-+s3o.Fax:(sos167r-1531 4268 Westroads Drive z .yFei1S+'• �1��.�w~ ' ES- 1a West Palm Beach. FL 33407 s DRAWING No MIM A 11LLIT Jr.P.E. 4 15--086 P.E. S i{C1J NATURE/DATE _ FLORR4 th-t 44167 5 SHEET 6 3 Is 1�1 I�I OR (D® EXTMOR EXTERIOR EXTERIOR OCTMOR i' o® ;; o® lift 111111 ASSEMBLY ATO.t�. ASSUMLY N BOWEMA. ASSEMBLY ATA ASSMLY M BMWEENA. (@GO EVERY OTHER INTERIOR KNUCKLE) (®GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 2t"LONG NOMINAL PINS ARE USED* .WHEN T' LONG NOMINAL PINS ARE USED 1/v-I- *THE W PINS&BUSHINGS ARE PRE-ASSEMBLED.TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275"O.D. x 0.130'I.D. x 0.072'THK.RUBBER RING IS PLACED OVER THE END OF THE SCREW,THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. u+etlr FLORIDA BUILDING CODE. (Non High Velocity Hurricane Ione ®2015 EAMERN METAL SUPPLY,INC. &ENSF J9���'- BERTHA HVI"1 •' IILIEC O �n . Accordion Shutter System A■S■ ■A■ KV_BADE43 W OR W/O H,Y.VWWOW BADE f DESC xo DBDDN DATE DAWN ILL L. Z-o:• STATE 4F ` TIWT TESTING & ENGINEERING COMPANY American Shutter Systems MY 5t, ryAssociation Inc. 1 an 13-05{ g•3.�5"N'SSBw yTa.-4%y8{ µ f Cyt t /13/1 a DME-04f13f15 Pham:(305)871-1550.I=:(M)871-1531 4268 Westroads Drive z '�.Fie'•. .-Avg.-wt.-Oaw West Palm Beach, FL 33407 3 DRAWING No WALTER A T7Lr Jr.PS4 15-086 — P.E. SEAtJ �}tATURE/DATE ROMA Lk-11144167 s SHEET 6 M OF 18 I> Ohl> J> I> 4- -2- NOTES ON HY, HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS W,L HV CI? BLAQE T I n I I nd i I I I I APPLICATION W1 8M LOCKS TES. I.MOUTDRY CONDITION#I, ONE W LOCK or @ or @ SHALL BE USED AT 1/2 OF SHUTTER STAN FOR ANY O OR(@+ SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 156 II 11 1 ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUDS. W LOCK @ or @ or @AND FOR INSTALLATIONS AT ANY WAY BE USED AS AN INSIDE OR t OUTSIDE LOCK ATTACHED To ceaawnm W/(2) 1/4'-2D x 1/2'ADW FIAT HEAD S.S.U.S.LOCATION OF LOOK SKILL 13E AS INDICATED ON TMC/L.SHUTTER ELEVATM USE OF LOCKING RODS 6 W1MD(2N)IS Owuny OPTIMOL 2-MAWAMW MIUMN 42 FOR MMIAMM-MM YE AL STS ONE W LOCK @ or @ or @ SHALL BE SHUTTER SPAN USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE 18 18 TO 156*,AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD.HV LOCK @ or ON SHEET 5) @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO C or 0 CENTERMATES W/(2) 1/4-20 x 4 14 1/2*LONG FIAT HEAD S.S. U.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER EUVATION.USE 1/2 OF SHUTTER SPAN (I�6 OF LOCKING RODS<gpO W1 @ OR�a TOP AND BOTTOM IS COMPLETELY MANDATOR(. , 7 1'FCR DISTALLATHM W/ 3. kM FOR KEW=MQMNQ MStALLAIHM., ONE HV LOCK 15 or IS or 17 SHALL BE (1)W OR No LOCKS OR SPAN FOR SPANS UP .1 BE INSTILLED I r ABOVE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ADM OR BELOW 1/2 OF SHUTTER OR BELOW NOWAN OF TO 96r,AND FOR INSTALIA11ONS AT ANY ELEVATION.KV LOCK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, SY ATTACHED To 13 or 14 MMETRICAL CENTERMATIES W/(2) 1/4-20 x 1/2*LONG FLAT HEAD S.S. M . LOCATIONOF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 26A W/27 OR 27A TOP AND 80TTOM is COMPLETELY MANDATORY. 4.9EDqW APHRM Sit W DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO MV SEE ENO _ LOCKS(1 .(9 OR Qj MAY BE USETY AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES CONNECTION, @ -jOR(9 SHALL BE AS INDICATED ON NOTE(1)ABOVE. DETAILS ONLOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, SHEETS 10, 13& HEIGHT. It> > ISTYP.FULL * APPUCATION W1 HV -T7 LOCKS AND CENTERMATES-z 1 g� CONDRIN IJAUD MY MR XV'r Un CORMINIM OR SISI MAY BE INSTALLED En IN LIEU OF OTHER LOOKS FOR ANY-SPAN-AND INSTALLATION AT ONE ALTER LDC I I (?)4U5 -qg-W OF-NATES ANY ELEVATION.ALTERNATE LOCR @ MAY BE USED AS AN MOE OR OUTSIDE LOCK ATTACHMENT OF LOCK @ UNUMITED'WIDIll INCLUDES USING"j"CUP AS SHOWN ON SECTION is,siw iz WHICH MUST BE CONNECTED To cwrERmATEs (0AHD I%W/ 1/4' S-q MR INTO A 1/4 4 x 5 ;Z,Ur.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING 0 or gft TOP AM BOTTOM is MANDATORY. TYPICAL H.M. BLADE J-3 SHUTTER ELEVATION - APPLICATION W HD LOCKS A CENHIRMATES: N.T.S. 1.MM A310UTE TO VNQ4n)Rf M"M&1 VAUD EM NO Un a W1(2)NQ QMMM a OR am SEE UMAATIONS OF USE FOR I BLADE OB ON SHEET I& 041:111TEMINIIEORG:LOCK@ MAYBE USED IN'LIEU OF OTHER Lo=FOR ANY SPAN AND INSTALLATIONS AT ANY awATLoN. ALTERNATE HD LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK @ TO @ IS W/(3)#8 x 3/8'F.H.S.S.M.S,AND INCLUDES RE3NFoRcacENf nsmT A As SHOWN ON SECTION 18,SHEET 12.LOCK MAY BE INSTALLED AT MIDSPAN OR 10 MAXIMUM BELOW OR,ABOVE Mi AN.USE OF LOCIGN(o RODS or I&IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • %0I Iloilo#q 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HW 11LIECOINC. Accordion Shutter System A.S.S.A. M RV.www a" KV. ip W/CR 19 American Shuffer SyOem ww.0. 0CSCRWl1OH DATE DRAWN BY.VA. TiLLIT TESTING & ENGINEERING COMPANY Azisoclation, Inc. ow 13-0:11 4/13/15 DATE.04/13/15 6355&W 35th.S-St.MS.VMM GqWER%F113RM 33161 &TAR Phone (365)871-1530.I-i(305)671-1531 4268 Westroods Drive 2 -- DRAWT 1. West Palm Beach, FL 33407 3 'N' N ED-0006719 4 15-08i WALTER A.TIUJI*Jr.P.E. RZWA 11-f 44167 s SHEET tris �REJDATE 4 OF 18 MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) (')LRAA WG""%0"'""°" s""F0""GIVEN �� DESIGN PRESSIM FOR INSTALLATIONS W/ 1) HV BLADE. A . FOR INSTALLATIONS W/ Q HV BLADE. A °�m""'""Q"" �"'FaRAGI/FTi NECITTVE ASA OEM PRESSURE (2)ETO 8EIERUIE M WXW SPAN FOR WALL"MoeMiNGS 00P/80n0M)OR POURED CONCRETE•CONCRETE BLOCK I FOR METAL STUD IN INSTALLATIONS r MAXIMUM AND WOOD INSTALLATIONS 4 MAXIMUM MEN A POWI E ASM DESIGN PR©3TUIE RAIMO.DIEUM NNE UkVM M BPM W ASD. ASD. FROM SCHEDULES. FLOORICE7UN0 PRESSURE FLOORICEILING GIVEN A NESATM ASa DESIGN PRESURE MING.DE:7ERMWE MM INUM SPAM'L-• RATING PRESSURE WALL MOUMOUNTINGMOUNTING MW.SEPARATION TO GLASS RATING WIW.MOUNTING MOUNTING MIN.SEPARATION TO GLASS FROM SCHEDWS. 8 sfl (Psfl utm2ttE, FINAL MAWUM ALLOWABLE SPAN 6 EQUAL 70 BE yl9>6M WORMED MED SPAM (+M-) + + N49IDFM4 (+LUP-) + + ws42GxE9 BEFWEEN i+'AND 1-'. CFO v" en L-(Ff) 1wozOx® L(E1) I:F0L(Ff) 1:(FT) 1.2e3 unv > aE ate atupae (3)PROCEDURE TO DEM MME MAXRiUtt SPAN RUR CMARNATAR S IN BLTWEEN WALL MOUNTINGS W/FLAOR/CeiUNG MOIRifP1r.S` 35 12-T 13-a 12'-7" 13'-0" 1" 411!16" 51/2° 64 T-O' T-O" 1" 37116" 51/8° FOR A GMEN POMW ASD DESIGN PRESSURE FUTING: 40 11'-10" 12-3" 11'-1171 17-3` 1" 411116" 512 OETERWM 45 11'-9" 11'-11" !!'-9" 11'-11° 1" 411f16" 512' Lt+ MAY SPAN FOR WMA.MOUNiUlC 061ALATXM 5(1 11'-5' 11'-6' 11'-5` 11'-6" L2+-MAX.SPAN FOR n90R/CEUNa MOUNMG 2LSTALUATLONS 1" 411116' 512" 72 6'-7" 6-T 1° 37116" 51/8' 55 11'-4" !1'-4", 11'-4' 11'-4" i" 411116" 512" FOR A CIAN REGAIMASD.DESGN PRESSURE RATNGt DETERIAM 60 10-6' 10-6 10-6" 17-6" 1 411/16° 512" U—MAX SPAM FOR WALL MOMING INSTNLATIOM 65 =8!- -8" 6-8" 1" 3516' 5116" .SEE BECKON 10 ON 5FIEET t0A L2-•.MAY SPAN FOR nOOR/mw MOURRND WSUAUA71W+s 76 6-3V-31 6-3" V-3' 1' 3 W 510 FOUL WMA M ALLOWABLE SPAN IS DQU&10 BE MDIORUM BEMM4 11+,12+-. 75 T-9" T-9". T-9" •T-$" 1" 8518" 6116" 'U--'AND i2-• 80 f-3" -P-3. T-3' r-3- 1" 3 5C 618" (��ANCHOR SUMAE p AMD m ECFUIL ON�i o FOR�+EnME EiL x{BLOCK MEST AND SKEF B 65 &-w 6--ix 6-10" 6-1 D" 1" 351$" 51Ja" fOA FOR METAL STUDS 1RTR FROL MAOMW AUOKVXE SPM AM NMlIVE DESIGN 90 6-7" 5-T' 6-T V__7" 1" 35/8" 516' Low 70 DEtDmFE(LAIm UM ANCHOR SPACING, 95 6-6" 5'-6' U-6* V-6" !" 35/6 S iJg" - (5)UNSI UM SEPAMATWN TO GLASS SMALL L BE SLE GREATEST MEASURED FROM MIER 10D 51-5" V-S 6-Y V-5" 1• 3518" 5118" REAR of MUCIOU S OR REAR of 10GRS ceaEwwEs TO GLAss. 105 6-3" s-3' V-T 6-3" 1" 3518" Gua" MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ff.) FO 11D s-7 5-21 V-7 a-7 _ 1" 35/8" 51x4" INSTALLATIONS. W/(1) & (!:� *HV BLADES, d . • d INSTALLATION eTION LEGENb APPLICABLE FOR 1 HV AND a MY BLADES POURED CONCRETE,CONCRETE BLOCK U9'TRATES CONCRETE& METAL STUD WOOD F EXCEPT THAT MAXIMUM SHUTTER SPAN OR OR 'L-`AND � �FAUM AND WOOD INSTALLATIONS MASONRY OUNiINGS MAXIMUM AS.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO - &&a. - CONCRETE OR CONCRETE BLOCK SHALL 13E LIMITED AS FOLLOWS: SS FLOOR CEILING WALLMOUNR 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO RATING WG MOUNTING MIN.STPARATIONTOGIASS WALL 1, 2, 3, 10 iW, 3W, 4W +64,-72 p.a.f. AND 7'-6' SPAN,-SEE SECTION 9 ON (PGO + 4, 5 & 9 7W.9W& IOW SHEET 10. (+ar-) eFu L:(FT} L+(ELI L(may MD20M 1.293 xHuaas: re FLOOR/CEILING 6, 7 & 8 --- 2W&3SW 6W 55 9'-6' 9'-6" op-61 9'-6' 1" 4 38" 4 Ifo° 4 EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR 'L-' 62 8'-1t" 8'-11" 8'-11" 6-11" 1 1 4WI 41/4" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR _ •SEE UM AMONS OF USE FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: OWE 80N SHEET 18. I- CONNECTIONS TO PLYWOOD LIMITED TO *62 p.s.f. AND 9'-11" SPAN. SEE SECTION 5W ON SHEET 14. - 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO ±62 p.s.f. AND 8'-0' SPAN, SEE SECTION 2W ON SHEET 14. ' +111L"""�/Eta FLORIDA BUILDING CODE Non high Velocity Hurricane Zone `��``���,.••• �� d 2015 EASTERN METAL SUPPLY,INC. --- BERTHA HW /MiLE C O�„�: A■ ■ i■A■ Accordion Shutter System T-S• // ti American Shutter ems REV.lb DFSCRIPMON w DAATIV DKv. DRRAWN�M.l. .�,1:/ $ ••LLM� TICCIT TESTING & ENGINEERING COMPANY F Q`:'�<lr`` Association, Ina. I @D 13-03s /13/1WE:04/13/15 t,.,,,�{� &i3.4 HW.J&R St,Sb.303,W2pIllA GF/{DET$.EIAmA 335 -�'•-+ '-.` �'--ter Phone:(305)871-1530.Fm:(305)971-1531 4268 Westroads Drive 2 S�O***.. � ®poDLEDCQ®90iCp 1 West PGim Beach, FL 33407 3 DRAWING No 15-086 P.E. SEAL/SIGNATURE/DATE ROMA U_ 44167e SHEET F 18 -SPFCIFlcanoNs fir.ANCH(?tt Ra ouIREMENTS 'POURED CONCRETE OR CONCRUE BLOCK SOBSTRAM CR i.ANalors To WALL sNNt BE u FWDAS MAXIMUM ANCHOR SPACING ) SCHEDULE FOR A OMEN MM. SHUTxT? 9R0Nw1Ox+mm (b. SPAN, A,S,D DESIGN NEGATIVE PRESSURE RAIINQ AND A-CORRESPONDING (N TO DOMING POUM CONS ALL,°`+ms - 1/410 T-CON OR TAPCON W/ADrMTkD nWADFM TEaFIAM,AS MANUFACTURED Of LT.w.Mau(MIDI.fa-3 k4 e TAP MOU�r[j1�L Tl PF FOR CONGREiE�R CONCRETR B K �[� � ATL= _1/4'0 x 3/4'ALL avers sem-ser,wars As asmaym 9r AL POINTS SOW4 BOLT a sPOvxnr Cupxn,W fa-3;d} 1 TAPPER+ (SEE MOUNTINGS 1.2.3.4&5 ON SHEET 9) _ -1/4'0 RLE TAP CONCREW A QIORS WAIN CAP,AS MANUFACTURED DIT FLORIDA FASTENERS DIRECT,a0.(Ml-Fa-2 w7. -1/410 TAPPER+AN043M AS MANUFACLURD BY POWERS FAStET.'ERS NG(A fa-3 i17.AND txSIRSUfED BY Al FONTS SMK BOLT&WMALTY OMWW OR ` POURED CONCRETE ANT OINER'APPROYEO UCEfIS'FD OR AT1IORED VENDOR REGISTERED W/TRE AMERICAN SHUTTER STsmcS ASSOCIATION,IRC. (D&W7 WALL KiO- NGS Q9&(4)WALL MOUNTING 5 WALL SILL MOUNTING SPAN(R) W/©.@ on® W/(D+G W/C$7+G �)Mai"E INTO POURED 0ONCIRETE OFTAPCON OR TAPCON W/AEMMM THREQFaW TEcI r+anGr AND TWA+MOIRES IS 1 3/4•.AND 1 1/2-FOR Asn DESCH MEGWX HPD TAS! Asa 019RI 1MsaNL HYO(A01 ASD GISK H tEGATAE LID fwO BLUE TAP WITH CAP ANCHORS. 30 1 40 150 160 70 60 190 100 110 30 40 50 60170180 90 100 11 TO .301 40 50 60 70 60 90 100 110 A2)MNNIIN EMBEDMENT OF1/4'4 x 3/4`ALL POINTS SOUD-SET ANCHORS SINAL BE 7/8'WM DIQ E POCRED CONo n+DmEmrT Uro sw=sHnu. 9 8 9 9 B 9 9 9 8 H 9 9 1 8 1 9 19 9 9 9 9 9 9 8 9 1 8 1 9 1 H 1 9 PERWTIM I/C 0-20 SS.MACHINE 9CRLW USED SAL BE i f/2"LONG WHOM 90JLD STUCCO EXIST.AND T'M@NAI N FOR WADS WITH NO SIiTOCA, OR LESS9 8 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 A3)N CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY YINEER DE FOUND ON THE EASING WNL OR FLOOR,MOM SHALL HE LONG 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 e 8 9 9 9 H ENO"10(EACH THE MAN��BEIM SAID WALL FINISHIM ANGHOTTAGE STHAL BE AS IDIC011M ON NOTES AT)&A2)AKAE FDR 06 AIAMM ON WNVL sEDNG WITH OR WTHOU(METAL SRDS OR DFS WITH WOOD slims CONSULT THIS ENGINEER.FOR INSTALLATIONS KID Ess WITH METAL STUDS SEE SLEET 10, 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 1 9 9 9 4'-0' - - - - - - - - - - - - - - - - (B). TO EXMM40 ASTM C-9a CONCJMTEs BLOCK WALL 9 9 9 9 8 9 9 8 e 9 9 9 9 9 9 9 9 9 9. 9 9' 9 8 8 9 9 9 -1/4'4 TAPCON OR TAPCON W/ADVANCED MI'ADFOWN leaHOIDI.Y ANCHORS,A5 MA4IFACTITtED BY I.T.W.BIDD,F.7l. 9 9 9 9 9 9 9 g 9 9 9 9 g 9 8 8 H 9 9 9 9 9 H 9 9 9 9 -1(40 x 3/4"ALL FONTS SOUR-sEr A cHon AS=RtO m BY AL POINTS saxes,SILT&sPeaMw cowANY. 9 B 9 9. 9 9 9 75 6 9 9 9 B 9 9 9 9 9 9 9 H 8 9 9 8 9 g -1/40 FILE TAP CONCRETE ANCHORS WITH CAP.AS MMA.FNCTURED BY ROF40A FASTENERS OIECY INC. -1/40 TAPPER+ANaEas As MANUFACTURED BY POWERS FASTExDs INC,Rio DISTLIBUTFD BY ALL wars 9RIX..Bax&SPECIALTY COMPANY OR ANY OTHER APP ROWPn - - - - - - - - - - - - - - - - - - - - LICENSED OR.AUTHORIZED VENDOR REMIE RED W/THE AMCAN SHUTTER SYSTEMS ASSOCIATION,INC. 9. 9 9 9 9 6 5.5 4.5 35 9 9 9 9 9 9- 9 9 9 H 9 9 9 9 9 9 9 9 9 H 9 9 9 9 8.5 7 &S 9 9 9 9 9 8 9 9 9 9 9. 9 9 9 9 9 9 9 NOTES 9 9 9 8 H 85 6S 5 -. 9 H 9 9 9 8 9 9 - 9 8 9 9 9 9 9 9. _ MI)MIHIDRDH E)RBFDMENT INTO CNA6DE BLOCK OF TAPCPN MUM IS 1 T/4"AND t`FOR 7APCON W/ADWCED 1EREMOR11111no0GY Allam AND t 1/r FOR - TAMER+AND OWE TAP WITH TAP ANCHORS. _ 9 9 9 9 6S 4.5 4 3 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 02)MIMMUM EMEMMmNT OF 1/4'0 x 3/t AL FONTS SCID-SEr ANCHORS SHALL BE ENTIRELY BESTOW INTO CRE CONatETE BLOCK NO ENWEE4ENT INTO STUCCO 9 9 9 9 9 7.6 55 45 - 9 8 9 4 4 9 9 9 - 9 9 9 9 $ 9-19- 9 �L-tE POWITED.1/4"4-20 S.S.MACRE SLEW USED STWIL BE 7 T/Y LONG MMMUM SHOULD SWOOD,0057.AND 1"MIMNUIM FOR WALLS WITH NO SI)CM 9 9 _9 9 8 a- 45 - 9 9 9 9 9 9 9 - 9 9 9 9 9 8 9 - - g,3)N CASE THAT PP.EGIST STONE PRECAST CONCRETE PANEL.,PAYERS OR ANY VENEER BE,FOUND ON IHE DOSIING WALL OR FLOOR,ANCHORS SHAIL BE LONG 7'-0- _ - - - - -. _ - - _ - - _ _ - - _ _ _ _ _ _ - _ - - ENOUGH TO REACH THE WAN SRIR'RBM 9P}iML SAID WALL FI ISHEM A7 M40E SNLL EE AS INDICATED ON HORS 91)&82)ABa1E FOR NST&WONS ON WM 9 9 9 65 45 3.5 3S - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 SIDING WIN OR WITHOUT NEPA-SKIDS OR ESS WITH WOOD SIUOS CONSULT THIS 11CU F.FOR&WA LATla5 INTO DF•'VAIN METAL STUDS SEE SHEET 10. 8 9 9 9 7 5.5 4 - - 9 9 9 9 9 9 9 - 9 9 9 9 9 9 9 (C) ANCHORS Sk2L BE INSTALLED FpSOWING ALL OF THE MID SfEC[FICADCNS OF THE At CHINS MLAMPACRlRR. 9 9 9 NT5 6 4.5 - 9 9 9 9 9 9 9 9 9 9 9 9 - - - - - - _ - - (0) SEF SCHEDULE BUM FOR EDGE DISTANCE(FD.)VERSUS sPAcm REIA7 omw FOR Amlio . 9 9 8 4.5 J5 - - - 9 9 9 9 9 9 - - 9 9 9 H 9 9 EDGE�Ier4NCE\�ti1 SPACING ME!Emnc FOR !�'CFj'O�g;, 9 9 9 75 55 4 - - - 9 9 0 9 9 9 - - 9 9 9 9 9 9 - - MAMUM ANCHOR ST/�ARE YAM FOR EDGE VISTAtCE5 INDICATED,BELOW FOR E D.LESS THAN DIE INDICATED.REDUCE ANCHOR SPACING BY MULTIPLYING 9 9 9 6S 45 - - - 9 9 9 8 9 _ _ _ _ 9 9 9 9 H SPACING SHOWN ON SCI ULE BY THE FOLLOWING FACTORS REa10ED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MNNUM SPACNG'OMMED - _ FOR EACH ANCHOR 7WF. 9 9 55 35 - - - - - 8 9 9 8 8 - - 9 9 9 8 9 - - _ FACTOR 9 9 8.5 5.5 4 - - - - 9 9 9 9 9 - - - 9 9 9 9 9 TAPCON WITH ADVANCED TAPPER+ 9 9 75 5 4 - - - g 9 9 9 9 - - - 9 9 s s a - - - - L TAPCON THREADN Wr TECHNOLOGY ALL POINTS SOLID SET BWE TAP INTN CAP MT TAPSPACPER 70=0' - - - - - - - - - - - - - - - - - - - - - - DICTANCE MIN.SPACING-3" MIN.SPACING-3" MIN.SPACING-3 1/2" MIN.SPACING-2r 3 3/4" 4' 9 8 45 3 - - - - 9 9 9 9 9 - - - - 9 9 9 9 8 - - - EA.. POURED CONCRETE&POtFRD CANaETE CO43ETE 130a( POURED CONCRETE& Fr.- -CONCAE7E'& FCMFZ01 CONCETE ATE dDOC 9 8 7 4.5 - - - - 9 9 9 9 9 - - - 9 8 9 9 8 - CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK 9 9 6 4.5 35 - - 9 9 9 9 9 - - 9 9 9 9 9 - _ _ MK EA"3` MN ED,=3 1/2" LK E0.>2 1/Y UK EAe3 1 MIA ED.=3" MN.ED..,31/1 LIN,EA-21/2' - - - - - - - - - - - - - - - Y 1.0 0.90 1.0 0.76 1.0 'OSI 1.0 9 6 1.5 - - - - - 9 9 9 9 9 - - 9 99 9 9 - - 2 1/2" 0.81 1.0 0.67 1.0 9 9 5.51 4 - - - - 9 9 9 9 9. - - 9 1 9 9 9 9 - - Y 0.71 0.51 9 9 - - - - 9. 9 9 9 - - - - - 7 3/4" - 0.81 - - - 0,43 -. 12'-0' _ _ _ - _ - _ _ _ _ _ _ 9 45 J - - _ _ 9 9 9 9 B 8 9 8 1 1/2" 0.35 0,35 9 7.5 4.5 - 9 9 9 9 - - - _ - 3 9 '8 9 _ - - - - 7 - - 9 B ^ - - - 9 9 - - 1 HV BLADE 3 0R 1 HV BLADE 3 W . SEE LIMITATIONS of - - - - - - - - - - - - - - - - - - - - - - - USE FOR BADE fl 8.5 4 - - - - - - - 9 9 - ^ - - - - - 9 9 - - - - - - o HV WINDOW BLADE WORKING IN UNISON* �'SHEET 18 FLORIDA BUILDING CODE Non High Velocity Hurricane Zona 0 2015 EASTERN META(.SUPPLY,INC. - h E �+`= .1�x. BERTHA HIP ` 1 O mc. A■ST■S■A: Accordion Shutter System Kv. w/DIN w o Kv wlNoaiv RAM TICCIT TESTING & ENGINEERING CDMPA T4( American Shutter Systems HDR.P. DESCRIPTION DATE DRAWN BY:M.L. STATE OF am NOT.360,sa .St 303.VIRG!"GARODM FLO RIR 33t Association, Inc.. 1 D 13-031 4/13/1 LATE 04/13/t5 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z .�`•'•. �Iit �� a-mall:6Teco0oW.aom DRAWING NO .ij��F�Sj.••,,.. �\```� ER-"671$ West Palm Beach, Fl 33407 3 1 5_086 Ai74 ONAI E \\\\ WALTER A'tBLLr N,PZ. 4 P. 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G=0.36 PLYWOOD SPAN CEILING MOUNT 3W CEILING MOUNT 3W CEILING MOUNT 3W WALL WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS 1W. 4W, 7W, 9W & 100 FLOOR MOUNTINGS 1W, 4W, 7W, 9W & ROW FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 10W FLOOR MOUNTINGS MOUNTING 6W & 8W 6W & 8W 6W & BW 5W Asn.TIMQN KMKTAE Lao(Ps6 Asn OEM www Lab W Asn OMM NLCATHE Lao(psi) Asn DEEM MTATAE LOA=(V®) Asn.Dem heww LMD(pa) ASD.06M NBGONE HOOD(p4 Amonammm 30 40150 60170 BO 90 1001110 30 40 50 60 170 180 90 100111030 40 50 60 70 1 80 90 1100 110 30 40 50 60 170 80 90 10011030 40 50 60 70 80 90 100 110 30 40 50 60 170 180 190 1100 110130 140 1 50162 '-0.OR LESS 9 9 1 9 9 9 9 9 9 19 9 9 9 9 9 8 7 6.5 6 9 9 9 9 9 9 9 9 9 9 9 9 9 8 7 6 SS 5 9 9 9 9 9 9 9 9 9 9 9 9 7.516.515.515 4S 4 9 9 919 4'-0' 9 9 9 9 9 9 9 9 8 9 9 9 8 7 6 5S 5 4.5 9 9 9 9 9 9 9 9 9 9 9 8.5 7 6 5 4.54 3.5 9 9 9 9 9 9 8 5.5 4 9 8.5 7 5.515 4 13.513.5 3 9 9 919 5'-0' 9 9 9 9 9 9 7S 6 S 9 9 8 6.5 5.5 5 4 -4 3S 9. 9 9 9 9 8 9 8 8 9 8.5 6.5 5.5 4.5 4 3S 3 3 9 9 9 9 9 .5 4 3 2.5 9 7 5S 4S 4 3S 3 25 25 9 9 9 9 6'-0' 9 9 9 9 9 8 5 4 .5 9 8 6.5 5.5 4.5 4 3S 3 3 9 9 9 9 6.5 4.5 9 8 - 9 7 5S 4.5 4 3S 3 2S - 9 9 9 8 4S 3 2.5 - - 7.5 .5 4.5 3S 3 8 25 2 - 9 9 9 4.5 7'-0' 9 9. 9 9 6 4.5 - - - 9 7 5.5 4S 4 .5 - - - 9 9 9 9 4..5 3.5 - - - 8 6 4.5 4 3.5 3 - - - 9 9 9 4.5 3 5 - - - 0.515 4 3 2.5 2.5 - - - 9 9 6S 2.5 8'-0' 9 9 9 6.5 4S 4.5 - - 8 6 5 4 25 3 - - 9 9 8 8 3.5 2.5 - - 7 5 4 3S 3 2 - - - 9 8 5.5 3 2S - - - - .5 4 3S 25 2 2 - - - 9 9 3S 2 9'-6' 9 9 6 4 3.5 - - 6.5 5 4 3 25 - - - - 9 8 5.5 3 2.5 - - - - 5.5 4 3 2.5 2.5 - - - - 9 5.5 3 25 - - - - - 4.5 3.5 2S 2 2 - - - - 9 .5 2 - 10'-O' 9 9 6 4 - - 6.5 5 4 3 - - - - - 9 8 5.5 4 3 2.5 - - -Hdfl95,5 3 - - - - - - 4.5 .5 25 2 - - - - - - - - 11'-0, 9 9 4.5 3 - - - 6 .5 3.5 2.5 - - - - - 9 6 3.5 - - - - - - 5 3S 3 2 - - - 4 25 - 32' 9 9 3.5 - - - - - 5.5 4 3 - - - - - - 9 4 25 - - - - - - 4S 3.5 25 - - - - 3 - - - - - - - 42.53'-0' 9 SS 3S - - - 5 S 3 - - - - - - 8.5 4 25 - - - - - - 4 3 - - - - - 2S - - - - - - - .5 5 - - - - - - - - - - NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS' -1/4'0 TA'CON OR TAPCON W/ADVANCED THREAOFORN TECHNOLOGY ANCHORS.AS MANUFACTURED AT TTY I.T.W.SECsul ON HE SNNUM44-&PENETRATION OF THREADED"�'�. T-H V- BLADE- -#3 -O R� 1 H V • BLADE _#3 W/ INDICATED AT EACH SECTION ON SHEETS-14-Ec 15. EXCEPTION:SEE NOTE 2 BELOW. 2ANGw�'°"° cMM `L�'NPER S2012S""GT��"'s"�"` AND ® HV WINDOW BLADE #3 WORKING IN UNISON � SHALL CONSIST OF LOCA SCREWS AS PER NDS 2012 SPEGFlGTIONS. 3.SUBSTRATE SHALL CONSGr OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-OSS(N.D,S) ' -DOUGLS-FIR W/0-050(NAS.) *SEE llMRAUS DONS OF E FOR -SPRUCE PINE FIR NORTH W/G-0.43(N.DS.) BLADE®ON SHEET 18. -SPRUCE PINE FIR SOUTH W/G-0.36(NZ--,) -MIN-1/2'COX PLYWOOD(1988 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS PER NDS 2012 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N' ®zols EASTERN METAL SUPPLY.INC. s BERTHA MW 1 L E C A N�. A■S■S■A. Accordion Shutter System * H.V.9A�E W aR W o H.V.wIwDW MAX _* ��� "'r TILL(T TESTING & ENGINEERING COMPANY American Shutter Systems I".Ib D6aUP00N DATE DRAWN BY. i S ATE OF �'��` TI RW.360. IN St.305,ENGINEERING RINGGNMTLMPA 331 Aasoclatian. Inc. 1 O O 13-01 /I3/1 DATE:04/13/15 4268 Westroads Drive z Pn�.:(305)871-1530 St. s3o.CKA (305) FLOR 31 DRAWING No '.���•. ��`��� -.dE tDL-9-1 West Palm Beach, FL 33407 3 rJ-086 WALTERR A.TILL7E.Jr.P. 4 r N` nnH1DA U./44167 5 SHEET P:E. SEAL��IGfVA �E/DATE 6 8 OF 18 POURED CONCRETE CONCRETE ANCHORS POURED CONCRETEOR CONCRETE BLOCK OR CONCRETE BLACK WALL REQUIRED .. .;•^-: (SEE SCHEDULE ON SHEETS 8&7} WALL REQUIRED tr'j t.y�.::::. ESUSTMG .. •.•. : GLASS-- CONCRETE ANCHORS T/4`O-20x3/4•Ss. BOLTS W/ (SEE SCHEDULE ON SHEETS 6&7) Ur&WASHER®9.O.C. - UN.(SAf01M1N TO E/Y ,•UX �.%�D, or @4 or� _ 9 I o we E D.* �;• I I I MM.sEPAlutroH ro I � -^i Y •�~: t/2' I t } 112" HY{AN COVER � mi°s�s ( i i off��r ary ._a _. ToR ®♦ I GLASS-L i :r -._ .. •.'. 1/4.0.3/4•F.H.S.D.S.IIW EXISTING EIUSTING I ...., >-•r-;ria BUtLDEX TEK SCREW Q 9.O.C. I' I I' POURED CONCRETE CONCRETE ANCHORS OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) WALL REQUIRED 1Q .WALL MOUNTING INSTALLATION (3 WALL MOUNTING INSTALLATION Q WALL MOUNTING 'INSTALLATION EXISTING t EXISTIN I 1 I GLASS I I LRA.SOIARNta1 TO Y6+.SLtvArtRiX.t 7O aws i YSS JSC♦EETsatEUION O -- I I 1 (sFE 9amu6-- snrnus o»Seca oN sir sT I 2 EXISTING I-IDA •r.,,E DA EDGESLAB EDGE OF i 1/2• 3 Or®or 1/2� t'ETM. UCABIE ± SLAB IF • /4'0-20x3/4•S.S.BOLTS W/ POURED `,+ APPLICABLE `+,'_ REQ CONCRETE ANCHORS -.. '�: NUT&WASHER 0 9•D.C. Utf2ED r• .:`- •.•. (SEE SCHEDULE ON SHEETS 6&7) POURED CONCRETE D. D. POURED CONCRETE OR CONCRETE BLOCK CONCRETE ANCHORS OR CONCRETE BLOCK WALL REQUIRED {SEE SCHEDULE ON SHEETS 6&7) CONCRETE ANCHORS WALL REQUIRED (SEE SCHEDULE ON SHEET 7) (9) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION �}6 FIOOR MOU81jNG INSTALLATION NOW_-EOR CUNBMARON OF SECTIONS,• ED.o EDGE DISTANCE ---� 1-SEE SHEET 3 FOR TIPICN.SHVTI-t ASSEMBLY (SEE NOTES&SCHEDULE ON SHEET INSTALLATION DETAILS 2-MOUNTING SECTIONS CAN 8E COMBINED SEE Lf A'RONS OF USE FOR IN ANY WAY TO SUR ANY INSTALLATION. BLADE T oN SHEET 18. SCALE 3/8"=1" FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zane 0 2015 EASTERN METAL SUPPLY.INC. GEN % BERTHA HVTM m�C O SNC. A■S,rS■A. Accordion Shutter System _ tLv elAflE h3 w/OR w/o Kv tMNDOW aanE 43 TlW7 TESTING & ENGINEERING COMPANY ®�CG11 Shutter Systems RMV.W DESCRIFWN DATE DRAWN BY.UA- o STA E DF :w` Assacfotlan, Inc. 1 OLD 13-a.1 1slR DATE.Datta/1s &1w N.N.Jath.St.Sta.300,11RG1NIA GARDENS.nJXWA MI -top 2 Pn,o;(sos�67T_763o,Fa,;(3os)871_1sa1 4268 Westroads Drive 2 Of2gWiNG No %+�F•. flft \�` �19•�" West Palm Beach, FL 33407 s 15-086 "'k,IONAt•�"gO's WALTER&TILUT J,P.E. 4 P.E. SI�LTf Iiia'&/DATE FLORIDA Ut 8 44167 5 S9 OF 18 CONCRETE ANCHORS POURED OU CRETE (SEE SCHEDULE ON SHEET 7) - REQUIRED r:•, .,•T_-.. EDGE OF - CONCRETE ANCHORS(E)(CEPT . SUB IF ALL POINTS SOLID SET)O 6- Q* APPLICABLE O.C.(SEE NOTE f ON SHEET 5 . POURED CONCRETE OR . F'aR UMRATTQNS) •'�.' ,� CONCRETE BLOCK a 1/4'0-20x3!4`S.S. :•..;-. REAUIRT=D NE SCREWS USING - .Z. :•[ _ '-20 NUTS 0 12'O.C. EXISTING2 •� MiN.�O•• .• GLASS— %` •.:.f; ! 1/4"TLD(. ro aws I _ OUSTINGGLASS— I I,' I i I (D i un strnwsa CEILING MOUNTIIElG INSTALLATION OISIING ON SHOM 5) GLASS 1/4"e RW BUI DEX TAPCON w!AUM CED THREADFORM. I 1 Max. �. SEPAM" I TECHNOLOGY OR 1/410 POWERS FASIENIRS TAPPER+ 1 10 awss ANCHORS W/1 3/4"MN.EMBEDMENT O 6"O.C.FOR w S"w N i i O OR ♦ UP TO 6•-0'SPAN AND 4"OX_FOR SPANS UA1Gf>t R I . ( THAN 6•-a`UP TO 7'-6"MAX APPLY S£AtANT AT E)QSRNG i1!4"MAXGLASS . BOW FASTENER HEAD(TYP,)(SEE NOTET' FOR SHEE T; CONT.SEALANT '( R GtOx3/4'M WASHER HEAD ¢..—• MAX ALTERNATE INTERIOR TFX SCREWS O 9"O.C. • ANGRIER lOCATiON OIEMOR CONTE AHgTOiS 1/4'0-20x3/4`SS u5 (SEE SCHEDULE ON SHEET - •...�`.,y•: USNG 1/4 0-20 NUTS ® 4 i' • i.. -;-v4j O 12"O.C. •if'.:.;.. `@' DUSTING NON STRUCTURAL SEDGE IFtDM OFu •200IIN. -i:.5p0" WALL TRIM(DECORATIVE APPUCAMESLAB IF �' ".r.DooR E.g; SIL) it^'K;•. '�� APPLICABLE .MIN: tY15" POURED CONCRETE CONWR .dq REQUBiED REQTffiffiD Q FLOOR MOUNTING INSTALLATION Q O NOTE:iN5 INSTALLATION Sural BE REMOVABLE a KEYSTONE MOUNTING INSTALLATION WHEN PERFORMED ADJACENT TO AN #�( N DISTANCE �� MAXIMUM A.S.D.DESIGN PRESSURE+64,-72 pt OPERABLE OOT OR ENTRANCE h SCHEDULE ONSLEET 7) MMMUM SHUTTER SPAN 7-6". NATE FOR COMBNATOON Of c CT OONN&�~ � SEE LIMRATIONS OF USE FOR IDE ON SHEET IB. INSTALLATION DETAILS (CONTINUED) I-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY B 2-MOUNTING SECTIONS cut BE COMBINED N ANY WAY To SUR ANY INsrALLA710N, SCALE 3/B"=1" FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone A.TI ttt''i 0 20th EASTERN METAL SUPPLY,INC. Q'y\GENS''J9. '% BERTHA HVI'M A■SS . .,A,. Accordion Shutter System = KV.11"#3 W/CR W/o KV. GLADE 03 TIWT TESTING & ENGINEERING COMPANY American Shutter Systems IMH, OEscRIpRON DAte alxwN BY;M1 3 Association, Inc. 1 ow 13-wl Vtspi DATE:04/13/15 i a; STATE OF :�` 03ss kw.36th.St..Ste.Sas.WROINA rig.FLOWA 331 Phone (305)67T-1530.I-:(=)971-1531 4288 Westroads Drive 2 i�<'• FCORVaP, �' a mail:tOtccogooE.com DRAWING No West Palm Beach, FL 33407 3 OWALTER A.Rwr Jr.P.E. 4 5J'-086 StNAL 1�' P. nw"ua. 44167 s SHEEF E. sEA�C`JfiNtGlIt4JTURL'tDATE r 6 10 OF 18 •M' RE ro.LEN 6-x 1 z 0.030'THICK AGR ASTM ;.+:1fi�•� Ut1ffA DOUBLE A-853 GPM 40 Mfn.G-60 .:.,(a::,•,.'?,h METI3.SND A-11 GP tJETAL sTuas w =:its;i 7b• 3 OR(4 3GR 4A AT 16'O.C. --- �.`/ , 1 6" O.C. -STING GLASS at _a W D.MOI.1.3/4"X 8 1/4h 0.0.15•THICK 1".CONE.G:LY• 1 O 6'O.C. 06 P.C. r 4•aNX .:a::— j+•a•.i*o' TRACK O~Et.ASTM A-653 JIIEMIRG-80 CALVANW FASTENED TOSTUDS W1(2) �I.. �NGFINIIS a/eY1/:r57WNEuI ' . . XVISTIF & FWPTO GLASS- AS ACE •n{T�• APPLICABLE EXISTING GLASS SCHEMNE aN SHEET I ------ SEE DETAIL RE=D.MIN.1 3/ax a 1/4'Y I 510E CONNECNON O Or TRICK Me,.COW CAW. I G RNVSH Ta TRACKS ON 5,FE3.TRACK CHANNEL.ASTM A-853I AS"APP(JCAULE i I SHEET 13(TVP,/'� ) GAAOE 40 V..G-60 GALVANMEDED FASTENTO STUDS W/(2) a 4• &GxI/1!2-7 FACE SCRENS ON KFE34OR EX � 7C 7 O OR t 4.)OR 8"O.C.- ®6"O.C. �•:/ - - - OWED DOUBLE DOUBLE M ETAL STUD ~- _ L(3 OR(4 OR 4A O E O.C.SCREW ro MEDAL STUD REWIRED MIN.6-.1 1/2-.' - ''r 7b DOUBLE SND 0.035"THICK 140 ASM EXISIING GLASS (—�mNG(�p�" �;' 1L A-G:+3 GRADE 40 66R G-SD y{:'.�j._ ® 6'4.C. MIN, GALV.bTEe.MEDAL SRN5 y�^-:,. .c�i AT 16^O.C. :�1::::';:-a {�} B.O.WALL MOUNTING INSTALLATION! 1/16'Y3^MAX. pts 2.Oo0• 3210- {6063-Tfi)C., p i ALUM.CLOSER � PLATE(LOCATE'AT n lvL EITHER SIDE OF 0) 737 114"o NOMINAL 376 114"P1-20X3"BOLT ------- -------- ALUMINUM SLEEVE 810.1/2"s.M.S. #100/2'S.M.s. O 16.O.C. a 16"O.C. 250' 0 r s 1J73 30' a ro n n m r 4 1/4'r-2o HREADs 74 114 O ELCO CONSTRUC'nON 3 OR Q OR PRODUCTS FAB-LOK HD END INSTALLATION INTO METAS. STUD WALL INSTALLATION DETAILS (CONTINUED) SCALE 3/8"=1" SCALE 3/8"=1" FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) `30701 Ilflllj� (D 2016 EASTERN NErAL SUPPLY,INC. A■ ■ ■A■ BERTHA Hv IL E C O �N�. Accordion Shutter System TLV.6(AOE w OR W 0 KV.WNDOW eIADE J3 *; � Jj = Amarlcan Shultar Systam3 WV.Ib DESCRIPTION DATE I DRAWN BY.ALL TILLIT TESTING & ENGINEERING COMPANY ♦�� STATE OF •�+ 0135 N.W.wo,St.St.305,V514M CAR93M nDFWA 331lwaOClOtrorE. Inc. t OU)13-031 fills// DATE:04/13/D5 '�•'.{ Q(��,• Pha,a:(305)871-1530.F":(305)671-1311 4268 Westroads Drive 2 DRAWING No o—GeaW:Lttecof0ad.ean West Palm Beach, FL 33407 3 ( `�$s ......... WALTM A,TILLIT1 Jr.RE . Q�j 4 P.E.��'�P1L111� ���E/DATE rLORIaA U. 44157 5 6 10A OF 18 SEE END WALL CONNECTION ( �-; INSTALLATION WITH DETAILS ON SHEETS 10A. 13 do 16 so TOR 0+ HV BLADE W " ALTERNATENOTESWC ®oR "ND HV. CENTERMATES : & ON SHEET 4. OUT IN ; EXISTING GiASS $GALE 3j8"=1" SEE 11 0 5NEEr 1s.�R SEE END WALL CONNEMON OR I DETAILS—0 SHEETS - I - •tOA. 13 k iS i 2 OROOR F) 7 OR $ T �- - OR®OR $ +j3)OR 2. 7. 1/2' t�NTO(�dH wN.SEPARATION Mit.SEPARATIONNN SEPARATO ' 9 /�/���� ���','p�) W/INSIDE LOCK TO W/OIR-IDE LOCK TO - (SEE SHEET 5) 6 OR 7O G11LS5 OR 1yµ1 OR ti 7+� LASS(SEE SCHEDULE CLASS(SEE SCHEDULE IN @ (SEE SCHFD \VJ' ti:1 Sl' ON SHEET s) ON SHEET 5) (INTERIOR ON SHEET 5) • I _ SEE-END WALL CONNECTION � 13 . DETAILS ON SHEETS ]0. 13 1 oR OR� 9 °R 1 OR 1 14 I ORIF-- __ ORI.% _ E7(iEt110R) _ I SECTION AT END OUT (ESR) (9 SECTION AT OPPOSING 11 SECTION AT SYMMETRICAL (DIRECT MOUNTS �NTERMATES W f LOCK 6 OR i(�7 S�W� 2k2'a1/6�xo'- 1 ° i CENTERMATES W/ LOCK 1 OR(` DMILS ON TO aoxcRETE( IeDtY 1/z' --- '� OR�OR tj 7 OR $ _---- - -- ---__ _-_----_ 104. 13 & 16 (43/l AT�r I fo.3/4-suANGLE. .s.a 12' OR(@OR $�+Q OR 2 j --`-- O.C.FULL LENGHf. - uHJ.SEPARATION WN.SEPARAOON NUI.SEPARATION MN.SEPARATION TD GLASS TO GLA55 OR OR + TO CLASS W INSIDE TO C11Ls W WI=E (SEE SCHEDULES (SEE SCHEDULES LOCK(SEE SCHEDULES lALlc(SEE SC1EdlldFS (j W/(0 ONLY FOR SECTION 10 ON SHEET 5) ON SHIw 5) 1 IN C r ON SF{EFr 5 CN SfEfT 5 (BOTTOM) F ah { ------- -- - ----' --- —--'-'--------- - ----- - --"--- -- 13 1 -�OR OR 14 03 t —(gym/) �3 SECTION AT OPPOSING 15 SECTION AT SYMMETRICAL SECTION AT CORNER POST OUT } CENTERMATES WZ LOC 11b5* D CENTERMATES W LOCK (1 FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) 1 1 f, 0 2 015 EASTERN METAL SUPPLY.INC. r BERTHA HNT"1 1L E C O ■ . ■S■A■ Accordion Shutter System KV.ELME#3 W1 OR W/O KV BINDUN BADE TILLIT.TESTING & ENGINEERING COMPANY American Shutter Systems rax r. otscm moN DATE DRAWN BY.N.L 4'. STATE DF �� csss NaT 3w St.5i -IM MRM"CAFMOM,MMA 331 Association; Inc. i oID 1a wT /13/1 DATE 04/ta/1s ¢--r Pha :(aos)s�1-1530.Fox:(305)en-1sa1 4268 Westroods Drive 2 �`� °'® o�� ++ West Palm Beach, FL 33407 3 DRAWING No WALTA.TILUT Jr.P.E. 4 ')J'-OgH ER P.E. S Crf�itShXl'�}RE/DATE FLORM Oa/44167 s SHEET 6 11 OF 16 SIX EW WALL INSTALLATION WITH t SERIES 9444 ALUMINUM SEE NOTES ON W-r LOCKS©1 ON DMECIM MAILS ON (2024-T3 ALLOY)LARGE RANGE THIN SHEET SHEET 4. SWEIS Ift 13 it 16 kV BLADE _wz NUTSERT,PART 1 0820,AS MANUFACTURED UY AVVEL CHOW TEXTORN.PARSIFPWf.NEW T EXISTING CLASS HV $31" LOCK CENTERMATES JERSEY 07054 OR EQUAL OR(�)OR(�)+Q)Ojt@ DUSTING F m-] U8 & ME END WALL BSrRATE GM=0N DETAILS QU OR(A)OR @+(�)OR(D+(�) SCALE SHEErS 110k 13 --- ----------------- I 2 ---------- OR(�)OR&Q)OR@I- STING CLASS 6 1/2- MIN.SEPARATION WN.SEPARATION• MIN.SEPARATION - OR j]OR @+(�j)OR(� TO CLAW W/OUTSIDE TO GLASS W/INSIDE TOCLAW MIN.SEPARATION LOCK_(SEE SCHEDULES LOCK(SEE SCHEDULES (SEE SCHEDULES 70 CLASS 9 F-(N-] ON SHEET 5) ON SHEET 5) ON SHEET 5) (SEE SCHEDULES SHEET 5) - ----------------- ----- ----fok 27--- ----- 27 ------ -------- 2S------------------- X 25 N L 1-24�- N— j! ON 0 SU 0 OR C 26t 4 SECTION AT END OUT 10 20 OUT 0 OUT 1/4'0-20 x I" 'Ir MAK SLACK— DIREC MOUNT S.S.M,S,W/11/4'0�xM 0 SECTION AT HV "T" LOCK ® SECTION 5/8'RrvNU`r t 21 AT OLUM ULF APMQW EXISTING GLASS MIN.SEPARATION TO CLASS CENTERMATES W/ LOCK 1) -(SEE SCHEDULE ON SHEET 5) a -------------F----—------------=--=---------- ------------ --------------------- 2 OR(D OR(E)+OOR(9)- 6 1/2" MIN.SEPARATION R OR OR TO GLASS (SEE SCHEDULE F-IN--] ON SHEET 5) 5/8, EINSTALLATION WITH 9:1 HV BLADE YZ JE ------------- ---- ------------- — --------- HD CENTERMATES - SCALM"=J� OR 9 23 4-*25 1 23 22 .2 OR 22 OR 23 EE Z ON HD LOCKS ON SHEET 4. T M6-6S TION SYMMETRICAL 1- 24 fo:�U-T, 24 No - FS T -I-,YUUF-T-'--' -— LOCK OUT 17 SECTION AT-END (DIRECT MOUNDOUT -CEN TE MATES Wj HD LOCFLORIDA BUILDING CODE (NOTT High Velocity Hurricane Zone) g0" A 2015 EASTERN METAL SUPPLY,INC. BERTHA HW A. . .A. Accordion Shutter System SS KV.BIL"ADE#03 W1 CMR W O H.V.WIMM BADE 0 TILLIT TES`nNG & ENGINEERING COMPANY eriean Shutter Systems IV. DESCRIFDON DATE DRAWN BY:M. STA OF em Ari. Association. Inc. I OLD 13-031 4/13/1! CIA 3M St.,Ste.-VS.WMM GARM45.FLVFMh 3316( __7F-04/13/1- Pham:(305)871-1530 (305)871-15$1 4268 Westroads Drive 2 86 West Palm Eleach, FL 33407 3 No DRAWING "1*-z 70NAC' WALTER A.Td.UT J,P.E. 4 15-0::�j P.E. RE D FLORIDA L'` 44167 5 SHEET 1 6 12 OF 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* CONCRETE SCALE 3/8-=1' OR CONCRETE UREO CONCRETE BLOCK WALL.REQUIRED OR CONCRETE POURED CONCRETE _ .r• BLOCK WALL REQUIRm _ POURED CONCRETE OR _ OR CONCRETE :2.•:.y:.•: :�,;,_.'•�.: CONCRETE BLACK WALL BLOCK WALT-REQUIRED '•r +' .1.4.0 CIE' ..a••• ETE ~•MIN_ FJ(ISNNG CV55 NC GLASS i. f0(ISTI i, U 9 REQ IRFA a• AN _ — al• ;•ie. _ EJOSTB7G CLASS 2'H G GLASS XQr a• r' 1/16'x3'^MAX. • •� �•.r.j�\ :•. ':.•• (6083-76)CONT. •USE 1'OR 2'MAX �T—r (LOCATE AT ALUM.CLOSER ! ERH SIDE / \ - (AS APPLICABLE)x27A/8 x0'-2' I I 1 OF f0) EITHPLATER (LOCATE AT ALUMINUM CUP ANGLE I ETTHIR 510E OF 4O)- I _—_—._---_—_—_—_ -----___—_—_—_ ! 1 (6063—T6 ALLOY)AT MIDHI7CHT 1 #10x1/2'S.M.S. - ---map. W/(1)#70x1/Y S.uS.TOO9 1 I #10x1/2•S.M.S. I —_—_—_--- &(2)1/4.0 ANCHORS TO WALL 9 , ! e 16.O.C. --------- O 16'O.C. 1 AT 1'O.C.(LOCATE AT EITHER / OOR® 1 / 1 OR 9 , ! SIDE OFQ It SEE DETAIL X FORD / 1 OR SEE DE COIL X IFO 7 SIDE CONNECTION TO TRACKS SEE DETAIL X FO To TRACKS 1 OR ® SIDE CONNECTION OOROOR 6 ] OR$ OOROOR©+OpR $ ' O .O� 2 OROOR 6 ] OR®.- OR 4 OR $ + 5 OR 2 5 OR 4 OR 4 OR .� OR $ + rj OR 2 5 OR 4 OR 4 O O O O►O O @� OR®OR @+O011(2 5 OR®OR®+® ® END 'CONNECTION DETAIL O END CONNECTION AETAIL O END CONNECTION DETAIL. 3Q END CONNECTION DETAIL }REOUIfgD ONLY TOR SPANS GREATER THAN 12'-0' °' '::.: :•i e• EXISTING GLASS ,:.• .. E BLOCKK WALL EXISMG oc �'�D 9 ^- :::' •. ... _ •••3'c .` :V GLASS .•.•�• - CONCRETE BLOCK REQUIRED A •%;.t. •is,y•:.• 4.96''b:Ga. D OORO OR OR t.�C.�ibt(ti[ t/ao'tbTfirAiB 1/z'MIN. ———— —— ©OR®OR® •:.1tAiU#OR;O.1 0.G' "' ANCHOR H;74;•0.x,'. (2) (2'CJ OOROOR®0 moi, VIEW Y ' a;^ 60R ®� ©OR®OR® DETAIL X POURED CONCRETE OR OR O O O� O SEE UM ATIONS OF USE FOR CONCRETE BLOCK WALL2 OR OR 6 ] OR $ ♦ BLADE ON SHEET 18. REQUIRED OR(�)OR®+O OR 140R@ OR" 5OEND CONNECTIONEND CON�EC�ION DETAI © END CONNECTION DETAIL FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ttp1111111N1f/%//I ®2015 EASTERN METAL SUPPLY.INC. .•`��p-TiL(/jl'2. BERTHA Hir J9� S A Accordion Shutter System. �PENs' IL E C70i�m�, S A Kv aAOE w M w o KV.Wlr M BADE TILLIT TESTING 8c ENGINEERING COMPANY American Shutter System. RD/.No DlSamvaN DATE DRAWN BY:M.L. • 6335 W.3617,St-St¢303,VIRGRM GARDENS.FLORIDA 331 Association, Inc. 1 mn 13-031 /1J/1 OATS oa/ts/t5 o STATE�TATE OFF ph..;(305)871-1530.Fax:(305)071-1531 4268 Westroads Drive. 2 DRAWING No a-mmt 6ltaaaoaol.cam West Palm Beach, FL 33407 s FLOR%D'' � ®-00OU719 15-086 'tot-')SI 1���``�� WALTERFLORIDAA TntR U. iitsi 6 SHEET P.E. ORA M HOE/DATE 6 13 OF 18 FINISH MIN.— �! rff.;6411 ,TAPCON OR TAPCON W '^ N --- ..._.__ EDGE � 4"x8'(Yin.}REQUIRE I`= NCED 010.PEN M TECHNOLOGY (IF APPLICABLE) WOOD BEAM REWIRED. THREADED 1X2'Min. O E XIRARGN OF STRUCTURAL ADEQUACY TEIREADID AREA TO EXISTING WOOD DOSRNG WOOD OF EXISTING W000 HEADER.(SEE SCHEDULE ON SHEET 8) TRUSSES OR BEAM TOBE CERIIF ED RAFTER O 24' BY REGISTERED ENGIO.C. REQUIRED ARCHITECT PRIOR TO SHUTTER INSTALLATION = OAP 70. Er�ON W/ 3 OR OR ® EXISTING SOFnT TECHNOLOGY W/1 1/2"Yin. .�: PREEMAMN Ori THREADED ATEA 2 :'�:; 3/+'Yox.Tf6C. TO EXISTING WOOD BEAM,(SEE MIN = 1/40 x 3/4' 1/4DW BUILDEX 7"xa'x1/8''CONT,ALUM.TUBE SCHEDULE ON SHEET 8) = MAX. Tac S (sG63-T6 ALLOY)W/(3)5/1610 LAG n O 5"O.C. SCREWS TO EACH RAFTER OR TRUSS. G ` y'. ( LOCATE LAG SCREWS AT MOMOTH OF OPEN HOLE AT EACH 2 EXISTING WOOD MEMBER.(2"Min. Z 1/4• ,'1-4V r.,x> i I ♦ SND TO ACCEPT I NOMINAL WIDTH)W/2'Min, EXISTING MAX. STING MIN.21x4 OR �1`F��L 5/16'0 LAG SCREW I. IJd' PENETRATION OF TN(1fit0ID ARTA VALID j WOOD HEADER I I `-� AT CENTER OF TUBE. MAX. FOR INSTALLATIONS WITH 62pe MAX. GFt i X I REWIRED I AS.D.DESIGN LOAD AND 8'-0 MAX. I. GLASS i SPAN THIS INSTALLATION 6 ONLY VALID ea+.sEPApADM ro ows EXISTING I FOR WOOD W/YIN.SPECIFIC GRAVITY SCMDUA s ON ullr s I I CLAS§ I OF 0,50 AS DOUGLAS FIR ORi 1 QR SOUTHERN PINE No.2,OR EQUAL,(SEEM SEPAPAM , ON OR �A a se�".Os�anLs 1©YItALL CONNECTION Al TOP � QV HOLLOW CEILING MOUNTING INSTALLATION � SOFFIT MOUNTING INSTAMjION OR MAXIMUM DESIGN PRESSURE:*62 PST MAXIMUM SHUTTER SPAN 8'-0" Nx sErARAnax ro wss i EXISTING soaaus ox sm s t! i GJ.JS., E1r G I i WOOD P� Mrc Smuw,oN ro wss 1OS( m i i ORON s;tw ®♦ j mmats aN sm's) V' I �• WALL i' 1 OR EXISTIN » I' I FINISH i (SEE NOTE 1 0 ON SHEET 5 GLASSG I X I WALL 1/4' =•% -`iI i FOR LAIMARONS) ANA 114-MAX. ;g:� � 'i 1 J+• ANCHOR F. ,I Mox. 7 10x3/4'HEX EQ 3 OR 4 OR `}f1 HEAD TEX 1/2' 3 OR 4 OR 2"x8`MW.WOOD fm SCREWS O S'O.C. EQ ileo TAPCON OR TAPCON W/ 9 DECK REQNID —. .. VANCED THREADFORM TECHNOLOGY ( 1/2" 1/40 TAPCON OR WCON W/AMNCED (NO FINISH ALLOWED) Ad I W/1 1/2'Min.PENETRATION OF AREA OWTS TEC}NOLCIG!Wf 1/r t5n.PFS$TPAR(MJ -�/2• THREADED((SEE SGIJE�DU gJH SHEET8) EfROF THRECM ARFA INTO PLYWOOD.(SEE NOTE iPLATE ON SHEET 5 FOR LIMITATIONS) EDGE OF DECEDGE OF o-•• DECK IF PLATE REQ'D. 1/r wCox PLYWOOD REQ'D. IT APPLICABLE — � '-�, APPLICABLE auCONNECTION EXISTING MOT.2•x4^STUDS 0 16•D.C. - V ,�T,BOTTOM REQ'D.PLYWOOD TO BE ATTACHED 1/4.0 TAPCON OR TAPCON wJ ADVANCED� —z'MIN. TO STUDS IN ACCORDANCE WITH THREJIDFORM TECHNOLOGY W/1 1/2"Min. SECTION 2308 OF THE F.B.C. PENETRATION OF THREADED AREA INTO WOOD I--SUE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY OEM(SEE SCHEDULE ON SHEET 8)6W FLOOR CONFECTION 5© WALL CONNECTIQN AT BOTTOM 2^MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY MAXIMUM DESIGN PRESSURE t62 psf 70 SUR ANY INSTALLATION. MAXIMUM SHUTTER SPAN W-11" *SEE LRN�ATtONS OF USE FOR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS BLADE Or ON SHEET 18� SCALE 3/W--l" fW-i" FLORIDA -BUILDING CODE [ion High Velocity Hurricane Zone) ```,`i`YYYN111111111J/JI/J7Jtryx'/ m 2015 EASTERN METAL SUPPLY,INC. BERTHA HNTA1 J A.s.s.A. • '� 1 L ECO ,ENC. Accordion Shutter System E5.a w/oe w/o�tv wNDaLJ arloe TILLIT TESTING @ ENGINEERING COMPANY American Shutter Systems RN.No DMOGFaGN DATE I DRAWN BY:WL STATE OF !4 v N.W.360L R..Stn.3W„VIfGM GAMNS,FLORCA AX Association, Inc. / `tlD 1SD3t {ft3/1 WTI'44/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 � S�(% ER15— •,!l0RID'l-.�-C1���� "®-oo4671I� e.c«n West Palm Beach, FL 33407 3 DRAWING � No _ •W,Fc •••••••••,•,11G LLQ WALTA.TILUT Jr.P.E. FLORIDA Uo.!44167 g 4 SHEET V 6 t.E.yj A �Llyl(C/DATt ���MJ 6 IA OF IS WALL FINISH - - 1/4'0 TAPCON OR TAPCON W/ ^. AN CED THREADFORM TECHNOLOGY .. W/1 1/2'Min.PENETRATION OF I i I THREADED AREA TO EFOSTING WOOD MDL SEPARATION TO FIFADER.(SEE SCHEDULE ON SHEET 8) GLASS EXRES— (SEE 5) j O 1/4.0-20x3/4'S.S.DOLTS W/ - &WASHER O 9'O.C. 1 I 1 1.Mul EXISTING I 1/4'MAXGLASS ' y 8 2 Yx6'AIN.WOOD MI - $ �•NAR. DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK DECK FF =':• IF APPLICABLE APPLICABLE EXISTING MIN,2'x4' I I WOOD HEADER O . REWIRED I I 2'MIN. 1/4'0 TAPCON OR TAPCON W/ SFPARADMN TO MVANCED THREADFORM TECHNOLOGY �. EXISTING SERA I I W/ 1 1/2'Min.PENETRATION OF GLASS— GLASS(SEEEE 5) THREADED AREA INTO EXISTING WOOD ON DECK.(SEE SCHEDULE ON smEET D) 2'MIN. ® WALL MOUNTING INSTALS.TION 8© FLOOR CONNECTION EXISTING O EXISTING 11 GLASS--• i I LDV.SFPAPRION TO j j j; (SLE sn® 11 SEPARATION 7D ' ON SiETST s) j csEE 6ai ' off sfftT 5) ' WALL j j - FINISH 5 Rf I, "•""x - - - - ' 8 j I .L r xwc EQ '.M 2 .. _ EQ EQ i/400-20x3/4•.S_&BOLTS W/ EO &WAS14ER'0 9:O.C. y' 1/4'0 TAPCON OR TAPOON W/ ADVANCED THREADFORM TECHNOLOGY W/1 1/2'Min.PENETRATION OF $14x3/4F.H.S.D.S.O 9'O.C. THREADED AREA TO EXISTING WOOD 1/4-0 TAPCON OR TAPCON W/ PLATE(SEE SCHEDULE ON SHEET 5) ADVANCED THREADFORM TECHNOLOGY W/ 2'x4'CONT.SILL WALL FINISH n4'CONT.SILL 1 1/Y Min.PENETRATION OF THREADED PLATE REQ'O. PLATE REG D. AREA To EXISTING WOOD PLATE(SEE SCHEDULE ON SHEET 8) . 9© WALL MOUNTING INSTAL!ATION SMALL MOUNTING INSTALLATION SFIEET J FDR TYPICAL SHUnER ASSf7ADLY 2-MOUNTING SECTIONS CMN BE COUM ED IN ANY WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS INSTAl1A,TOH. SCALE 3/8"=1" FLORIDA BUILDING. CODE (Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. o�p.A:T!(C BERTHA HVTM P: M.L. 7TI7LT7E7C:O�:,n�. A■S■S■A■ Accordion Shutter System KV,MALE W/OR KV. MW RADE W/O vTIfiZ TICCIT TESTING& ENGINEERING COMPANY Amer1COE1 Shutter Systems ter.r. DESCRwRoH DATE DRAW BY: '�'• STATE OF 'Q;2 .355 N.N.3SAt St.St.xis,VWGM GARDENS.FLOMM 331 268AssWestro d Inc. i m 1]-031 /,s/I DATE:O4/Ts/Ts Phan.:(305)871_1530.FSR-(305)a71-1531 4268 Westroads Drive 2 DRAWING No .-MR:tute.00..1— West Palm Beach, FL 33407 3 15-7086 •,,.`S/ONAL�NWALTER A.TQ11T Jr.PE, s SNEEr %.,,FS••.......••'4.�`\.� E8-00067,8 4 P.E. SNIT MINX IPF/DATE Ra:wA um 1 44167 ,. e 15 OF 18 END INSTALLATION INTO 2"x4" MIN. WOOD STUDS* SCALE 3/8'=1' 2'x4'MIN.WOOD 2'x4'MIN.WOOD ti 2'x4'MIN.WOOD •� DS REO'D. STUDS REQ'D. STUDS RE 'D. 1/4Y iN'L9i,tR TPPCW W/ 27x4'MIN.WOOD t/4'0 TAPCON OR TPPCON W/ T' A0�lIOfAROR1 / a STUDS REQ'D. " AOWWCW THRFADFORN ANOIGR o C QG W/1 1/2'1@L TECHNOLOGY ANCHOR 0-6'O.C. - PDOiAMN MTD MM 1R W/UK },f W/1 1/2'MIN.PENETRATION ;• %i 1/Y PDfTWVICtI TD 1/r Cax a INTO STUDS OR W/MIN. 1/2' ` PLYWOOD fF NO SIU Dt6G ( G STING CDX �i PENEIRATION TO 1/27 COX -r. OUSTING _1- S-- 1/2'1LY.OD. PLYWOOD IF NO STUDS 00STr. (�GU55 �EOIO�SDSNG PLYWOOD. r F7(ISRNG 1/r UK CDX '��• 1 1/2'MIN.COX _G_____ '.S•'. - GLASS PLYWOOD. .- �.: '.Asn"r- '�. - � "`,':�'•S'V.�..c'-_a:.-�.•»;zrU'^z �_n.. s��;,..,a.:s .> v-.,'y5�: s.i.. .. %•`v'�.`"-^:`'.!! , n3.• - •FUSE i'OR 2' 1/16'x3' 7/2'M111 COX WALL EITHER( T OE 1 (6063AL'-T6)COCLOSNT. F FINISH (AS a'PUCa3LE)xz'x1/a'x0'-z' PLW10�. FINISH I _ OF©0) = PLATE(LOCATE a i \ A 063-76UMNNUM CUP ANGLE I I —_—_—_---_—_—_ (6063-T6 N.LO�AT AUDHEIGHf AT EITHER SIDE �� I ----------- OF& / 1 (2)1%4 0 1TA2PCONS ANLOEO ATO 1 I 9 1 OIDx1/2'S.Y.3- _—_—_—_—_—_ Wal AT 1'O.C.(LOCATE AT \ / 0 16'O.C. �1D%1/2'S.MS. I EITHER SIDE OFQ �\ / T / Pr9 ®is o.c. SEE OETaI,x FORD ' - 1 0 t SEE DETAIL%FO NZ 9 SIDE COONNEO�N 1 OR SIDE CONNECTION \ OR OO+O OSEE DETAIL E FOROR 3 OR 6 ] oR $ 1 OR ® SIDE CONNECTION OR®OR®OR®+O OR 2 1jTO � OOROOR 6 ] OR®OR Q O END CONNECTION DETAIL O2 END CONNECTION DETAIL 3 END CONNECTION 'DETAIL OR®oR®+QOR 2 5 1/4.0 TAPCON OR TAPCON �DOSTING GLASS 2'x4'MIN.WOW O ® END CONNECTION DETAIL W/ADVANCED THREADFORM STUDS REWD. EXISTING ---__--- - 1/4'0 TAPCON OR 7APCON W/ -�CLASS f REOIARID ONLY FOR SPANS GREATER THAN I2'_O• IECHN0IALY ANCHORS W SEE LIM ATKINS OF USE FOR 1 1/2'MIN.PENETRATION ADVANCED THREAOFORII• f1Ox1/2'S.MS: ♦ BLADE 80N SHEET 18. 0 12.0•C. TECHNOLOGY ANCHORS W/1 t/' 016 O.C. n YIN.PENETRATION 0 12'O. 1/27 D •`" IN. v _ 1 Watsaa r _ OROOR OR _ <; _ —___—_—_ _�2'MIN-_—_ _— D _ ©OR® :i MIN. ' 1 Q MIN. (2) (20 OR 1 OR ® WALL ' FINISH 013O OR®OR PLAN VIDM STUDS MIRED' D FINISH 2 OROOR 6 ] OR 8 © OR DETAIL X 50 END CONNECTION DETAIL GR®OR®OR®+O OR 2 © END CONNECTION DETAIL FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2015'EASTERN METAL SUPPLY,INC. ``,.���T�A.r�<<ij•''%,, - BERTHA HVL" QGENg ' IL E C O �N�. A.S■S■A■ Accordion Shutter System _3 No//}} �'.}: Hv aRDE w/OR w/o Hv wiNDON fitADE �/.3 "'= TILLIT TESTING ENGINEERING COMPANY American Shaffer Systems tatr.P. Da�3-031MON DATE13/ ATL'0 Ht:Y.L $TATE F :�? atss NW.aattL St.St.M,WMA GumEMs.ftDROA Sat 268AssWestro d Inc. t OLD to ost a/ts/t DATE oa/ts/ts 4268 Westroads Drive z Pnarro:(305)871-1530.Fax:(305)671-1531 DRAWING No '. ,c•., ORl a rtpE 00060aal.aom West Palm Beach, FL 33407 a 15-086 G �` WPLTFRRTILLIT r.PE 6 SHEET �,�, 1t FLORIDA Lia S 44167 P.E. S` J-j;gkA'TURE/DATE 6 16 OF 18 0.1875" 12•MIN.cLEARA16cE 0.0625" 0.0625° TO E m� 1A I I f1V WINDOW BLADE 03 _ - I SECTION X—X 0.0 5" KNLIQKLE(TYP) -AAS 3-0 OPENING /I 0.0625" POLYCARBONATE SOURCES FOR 38 I. E.Q.— Eo. t` - R7.1.7500" / ^�i'. TYPICAL PROPERTIES APPLICABLE SIANBARD RESULT FIAT PORTION RUU04CE 010FP tm OF BLADE �pp gm lw`a5w 1# PHYSICAL: I 3$ NV WINDOW - SPECIFIC GRAVITY /Lsr1T 0792 0.043 Ib/in' 0.043 Ib/m' az 1.3750" TENSILE YIELD STRENGTH ASTM P..1D638 9.400 pal. 9,500 p.s02.8750" FLEXURAL STRENGTH AT YIELD ASTM 0790 12.500 p..:. 13.400 p-i. FLEXURAL..MODULUS ASTM D790 340.000 p.&L 345.000 p.s.i. IMPACT. NOTCHED ROD ASTMD256 18 Fr-Ib/in 17 FT-Ib/'mSMOKE DENSITY ASTM 843D2 472 X 64.5 X MAX.RATE OF BURNING ASTM D535 C-1 CLASS C-1 CLASS 03.0000` SELF IGNITION ASTM U1929 1040•F 980'F I 03.7500" 2 7/8-MIN.CLEAR I I f 2 1/4-CLEAR f,5 3%4- WEATHERING: ASTM G155 SEPARATION BETWEEN TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p-i. 8840 p.s.T. BLADE OPENINGS I I BETWEEN TABS ON CENTERS TENSILE STRESS BEFORE WEATHERING 0.7500" ASTM 638 8461 psl.' 8880 ps.T. I I \\NI 38 POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE J\ Ih RESINS, UV—STABILIZED GRADE EXTERIOR ELEVATION I I SCALE: 1" = I" 1T0 MBOECIEAR4CE EDGE . TYPICAL 1A HV WINDOW BLADE #3 AND SCALE: 3/8°=1° I I POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE Non-High Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY.INC. A T rT!4ti BERTHA IiYTM __ /TEA S S A Accordion Shutter System ECO �Nc. . .• RV.BADE W OR W/o KV.WIMIX MADE �I'� TILLAT TESTING k ENGINEERING COMPANY American Shutter S)T31eniS. I✓EY.Ne tuscmPTax DATE DRAWN TTr:MJ. &W.�m se see s s wmxA eriffHs.RiTmA 3316Association, Inc. t ow 13(R1 /+yt I1ATE o4/ts/ts _ Phone:(306)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No 'off: STATE OF ::tea` —a: colica— West Palm Beach, FL 33407 - 3 '��o'•.'`CORIDP,.�a4�` 9719 —WALTER A TLLR Jr.P.E 4 SHEET So$s F FLORIDA Lic.111 44167 P.E'9i ATE 6 17 017,118' +nnunlT - - • - - - . • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR 5ERTi4A 7 ®• z"tl"�:J �"�f3 l�$`St,(�KTN HIMER SvccM WORKING IN UNISON WITFI a Nv WINDOW BLADE 1.MAIL A.S.D.DESIGN PRESSURE RATING:+64-62 pat. 2.MAX.SHUTTER SPAN: For-8'-11-0+62,-62 paf.. MAX.SHUTTER SPAN: 114'-9'-6'U+55,-55 psf 12• 3.ALLOWED MOUNTINGS: 1,2,7&B ON SHEETS 9&10;AS WEU.AS L6Nl UM MOUNTINGS 1W,2W,3W.4W,SW&6W ON SHEET 14' 14 �«p., 7 6ONLY Ck]fiFRMATBS i (BOTH W/ i®OR l'.'! @ARE ALLOWED WITH MAD AIHRANt:ED tN A LAYWi: D ' S.(A) i HV WINDOW BLADE f3 SHALL ONLY A 10W A MMMUM OF 5 OP 17. (3'0 HOLES)FOR®PER BLADE AT SPACO"SHOWN ON SHEET MAX.5 WINDOWS WINDOW BLADE J3 OF MIN CLFAWCE FROM ANY 3 0 HOLE FOR®T0�BE 12-.M EDGE OF©NV WINDOW MADE f3 s r r r AIAI6NLJM (C)FRET OR LAST BLADE COMMG OUT FROM SFARMIS AT ENDS MAY BE O SHUTTER SPAN ,HV WINDOW BLADE f3. SEE LIMITATION No E 2 (a) 8 HV WINDOW BLADE p Musr BE USED ALTERNATE TO A SOLID( HV , ♦ BLADE f3 THROUGHOUT SHUTTER'S WIDTH. a, (F)COAT!ETHER SDE ALWAYS BE INSTALLED ADJACENT TO A SOLID iDW BLASEE ENDkA. (F)POLYCARBONATE NV WINDOW( SHALL BE INSTALLED SO T TABS FACE THE OnERIOR OF THE OPENING G PROTECTED.FN VANOO'P'tD¢��MUST BE DETAILS ON f 82 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA 13&1 ON P.FULL ,� O 3 INC. !3&T8 TVP,FULL LLL�EL HEIGHT. bi�� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 8,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NTEap 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INFO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6&7 AS LIMITED 13Y SPAN 2 8 TSP PLAN &FOUR REQUIREMENTS) AND DESIGN LOAD(SEE NOTES L &2 ABOMM VE). . (TED B.SEE MNNMUM SEPARA710N TO GLASS ON SHEET S. � ELEVATION 3 �� , Sy ►DA CENTENNATES 9 W/ 6OR i TVP. I � � s 4 16 1 f f 1 � TVP. PLAN— 1)TYPICAL HV BLADE #3 WORKING IN UNISON WITH 1 HV WINDOW BLADE .#3 SHUTTER* N.T.S. t+MM11tN/Err FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVIT" "� A.S.S.A. IIL7E7C70 Nc. Accordion'Shutter System ►t.I I DE w aR w o KV.I DRAWN N BV.I ! * TILUT TESTING & ENGINEERING COMPANY American Shinier Systems .Ha OESff13-WI DATE DRAWN BY:ILL f"��•, ,<' t(r�,`. 6355 N.W.sem.a—Se.se5.VlRGM GARpErfi,FLORQA 331 A�3aCIGt�ort, Inc. 1 as 1s-asl /Ls/L OATS 04/13/15 r'Tlc \ `\,�` Phone:(M5)871-15M.� I":C )871_1531 4268 Westroads Drive s DRAWING No f�SjFjNAGE*yC�\\3�•` ED-ao671s West Palm Beach, FL 33407 s E pC ,,AYYffI/ILHIIIII1111\\ WALTER A"FILLS Jr.P.E. 4 1 5-08 7 P.E. SEALjSIGNATUREjDATE FIDRIOA Us.f 44167 5 SHEET 6 iS OF t8