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HomeMy WebLinkAboutProduct Approval m� fif. Business & Professional Regulation BCIS Home ; Lop In User Registration ! Hot Topics % Submit Surcharge ! Stats&Facts Publications FBC Staff BCIS Site Map Links Search A rd M. Product Approval USER:Public User k YT•.v 0.v r✓ Product Approval Menu>Product or Application Search>Application List>Applcation Detail OFFICE OF THE FL# FL389-R9 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. f Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF 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 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL* Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 3- (Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf, 9'-11"for Created by Independent Third Party: Yes 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 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)- Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D". Max, Span is 16'-0"for 30 Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC„ A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f. INC, DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f,for HV1A REPORT.PDF working in unison.See sheets 7, 11 and 20 respectively of Created by Independent Third Party: Yes 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 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC..INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other: Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party: Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes back 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(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: GENEPUAL NOTES: 1. BERTHA M.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 03 W/OR W/O H.V. WINDOW BLADE 03 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE 1N ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALIFD 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 REWIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONAITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8& 18. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINES PER ASCE 7-10 SMALL RE FIRST REDUCED TO A.S.D. DESIGN WIND ICI WDS TABLE OF CONTENTS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 6& 18. 'N ORDER 70 VERIFY THAI ANCHORS ON THIS P.E.D..AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WINC LOADS WAS bQt USED IN THEIR ): HV BLADES CU & l l ANALYSIS. HOWEVER,A WIND :DAD DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. AREA BERTHA H_V.ACCORDION SHUTTER SYSTEM WITH H.Y. BLADE 03 W/ OR W/O H.V. WINDOW BLADE 03 ADEOUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE GFNERAL 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 MISSILE tU DEND N.V. BLADE 03 00403.01-08 WITH ADUMS 03 & 03A, DATED 4/30/14,AS PER PROTOCOLS TAS 201, 202&203 AND ASTM E-330. ASTM E-1886 AND E-1996 STANDARDS SYCOMPONENTS. 22-36 SHEET 3 ( TYPICAL SHUTTER ASSEMBLY. SHEET 3A LEVEL D, WIND ZONES 1.2,3&4),0825.01-10(YITH ADDENDUM 02, GATED 4/30/14), 1220.07-10, 1209.01-10&0422.02-14,AS PER PROTOCOLS TAS-201,TAS 202& 7A5-203, LARGE MISSILE. -(DH.V. BLADE 03 WORKING IN UNISON WITH b-KH-V. WINDOW BLADE 03[0829.01-08 WITH ADDENDUM 02, DATED 4/30/14,AS PER PROTOCOLS TAS-201,TAS 202 &TAS-203 AND ASTM E-330, ASTM E-1886 ANO E-1996 STANDARDS (MISSILE LEVE_ D. WIND ZONES 1, 2, 3& 4). AREA 2: W BLAD 31)AND HV WINDOW BLADE H.V. SLADE#3 AND11y H.V. WINDOW BLADE 03 ARE ENC--.NEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE (WHERE APPLICADW INDICATED ON SHEET 18, TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 4 2. BERTHA ACCORDION PINS @,31, 3C� 35 OR ALTERNATE�EB ,SHALL BE AS INDICATED ON SHEETS 3& 4, USED AT BLADE'S KNUCKLE .ACCORDION PIIS;g,USED AT HV DIRECT MAXIMUM SPAN TABLES. SHEET 5 MOUNT SHALL BE AS INDICATED ON SHEET 3.PINS SHALL BE 470-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 MV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPI ICATORS, REGISTERED WITH ANCHOR SCHEDULE- CONCRETE& BLOCK. SHEET 7 AMERICAN SHUTTER SYSTEMS ASSOCIATION. ANCHOR SCHEDULE- WOOD SHEET 8 INSTALLATION DETAILS 1-6 -CONCRETE & BLOCK SHEET 9 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6D63-T6 A_LOY 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 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 ARD SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 10 -METAL STUD SHEET IDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 kei TENSILE STRENGTH. INST. DETAILS W/HV CENTERMATES®&® SHEET 11 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YELD STRENGTH. INST. DETAILS W/HV'T' LOCK CENTERMATES &® SHEET 12 6. SEE SHEETS 6&8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/HD CENTERMATES Q*& SHEET 12 END CONNECTION DETAILS 1-6 -CONCRETE& BLOCK SHEET 13 7. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06779582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT INSTALLATION DETAILS 1W-6W -WOGD SHEET 14 05456179 ISSUED TO EASTERN METAL SUPPLY, INC. INSTALLATION DETAILS 7W-10W -WOOD SHEET '.5 B. IT SHALL BE '.HE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SCUNDNESS OF THE STRUCRJRE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. END CONNECTION DETAILS 1-6-WOOD SHEET 16 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. AREA 3; HV WINDOW B a ONLY 9. EACH UNIT MUST BEM PERMANENT LABEL IN A 1AS1&.E PLACE WITH WARNING NOTE: DURNG PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 17 PROPERLY CLOSE ALL CENTERMATES AND ENGAGE OR LOCK ALL LOCKS. 10. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY ISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH S.CTIDN 1709.9.3 Or FLORIDA DJILCIIG TYPICAL SHUTTER ELEVA'ION SHEET 18 CODE. ONE LABEL SNAIL BF PLACED FOR EVERY OPENING. LA8FIING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUIIXNG CODE, 11. BERTHA H.V, ACCORDION SHUTTER SYSTEM WTTH H.V. BLADE 03 W/OR WIG H.V. WINDOW BLADE 113 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12- (D)THIS P,E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: Le- WHERE THE SITE CONDITIONS DEVIATE FROM TI4E P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEMATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT Sr,E IS THE CONTRACTOR'S RESPONSIBILITY. THIS DRAWING SHALL ONLY BE USED TO (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.0-R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. ��LL (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OFj11#R�r�la+��ENGINEER OF RECORD THAT PREPARED IT. 1 'C }�� FLORI(�A BUILDING CODE Mon High Velocity Hurricane Zone ✓,A= cYa17 nTECO,INC_ ®2017 EASTERN uETM.SUPPLY,INC. BERTHA � Accordion Shutter SystemLEiwc . . RV. aAOE w OR w/o KV. WINDOW RADE 43 American Shutter Systems REV.NA BCSCarym DATE DRAWN EIY:L.C. O� PWT TESTING & ENGINEERING COMPANY 0(;yA:•,4` 4e 6755 H.M.mm.St..Ste.3m.wI w GARDENS,rlaINU X116 AssOCIOt1One Inc. 1 DLD IS-0101 ]/Z9/1 QATL:07f28/17 Prone:(30.5)871-1530.To%: (305)871-1531 4268 Westroods Drive : DRAW,NG No Q�p4 E .-mdl:ane000-1- West Palm Beach, FL 33407 s �� FB- 06719 e//e^' r YIALTai&001 T067 9 V.E17-108. 4 VC7 P.E. SEAL/SIGNATURE/DATE nOROA Uc t 4„8] s SI EET 1 OF 18 4.873•--- —1.9'.7"� . .tOO' �— IA -- S �.J7i• "-OBS -� .297 - _ .�'-r- .�' _ t v -__ LL .125'f1 o � 9>0'. i Iii vlI 2.667 n°� SBS" 1 0l .768 f- 8 n � s 8X o •334•-' iS \�f.591• °M1,�\, I + .�• 0]2 1�I .353-. R1' L o ly n rf ♦`4 .670 k _ 1O HV BLADE 83 1-161 6604-_ 4ryC, 1.,s/= �•71r e — pn) 1.676 HV WINDOW BLADE$3• 3.520' - 22W �-' ° SEE LIMB TIonS OF USE Q HEADER 3 HV B.O.TRACK -- --'s10 O.O ALUMINUM ANGLES OFOR BLADE aON SHEET .g QUALIrIED FOR US W/ IN QUAJ1IEU FOR U W/ HV O HV HEADERJSILL 4A H I'ELO HEADER�L OUAI IFIED BLADE USE W/ HV BLADES(7 BLADES 1 QUALIFIED FOR USE W/ HV 1A U BLADES DUALIf7EDBORE USE W/ HV 3 226" -- -I`l - ■- -610= 2 226•—I / .670 J.9,Y —� OBS" I� (TrP.) �'�• .� 2�m wnc rss9•-1 T- `� �J 82' ~ .072• x Y t n I Y MiN. %MIN,Y 41N.t N N I z s" '0.,2� .- -- ._. I _/— ,- .• 0.062' r--^-..3JW 1.522•- 2.09r w �eg L 3• 3- �- �`.07Y 3.226•.072` L 'b.874' —4.136' L O6 9 HV DIRECT MOUNT HV ADJ.FLOOR TRACK O HV ADJ.ADAPTER WJ UP O HV WALK-0VER TRACK OOUALIFIED FOR USW/ HV O HV 90°MBO'STARTER 12 B QUALIFIED FOR w tN 11 SIDE ANGLES QUALIFIED FOR USE W/ HV QUALF�ED FOR U W/ HY OUALIFlED FOR USE W HV BLADES•.,t g CORNER POSTS BLADES�),�yl 81 ADES(j BLADE f BLADES t QUALIFIED FOR USE w/ HV J r�Ma9wa1E�v�BETWEEN Q11A1 IFlED FOR USE W/ HV BLADES '� an•.,ste•.ase6• ,•ts �1 CENTENMAIES/S.S.PLATE BLADES,_1 ' CAST 1-- Ia78•� 715- .pz.293• f ML 7M AS SE . ,/`-2W In• ,1•_20 (I• 2.293' -.745�- «T 1 —� Fu0 6Nt l., (�)(2)�i®a m2ria S.Mos. (s!rvr� it61n acP� 1/ice ;�ED 1 I •,t-_' 6-S� Sli � '.� t.9�O. EL ��II" EC 2• -875• 1.910• tGRvou 1 • -1.325• f 615' •sst. (06/6 -te HOLE rce(1)/16'6-t6n�/e" .378' awss rnu+uex (I.0) H.V.Si TMEADED TMUMS SCREW W/ACCT`HEW jI t%EYS(C.R- 13 HV CENTERMATE 74 HV FLOATING CENTERMATE S.S.SALT WATER LOCK ' t.119 PIAIFD) wo+`E�) OUALLFlED FOR USE_W/ HV QUALIFIED FOR USE W/ HV i5 OUALIFIED FOR USE W/ HV .9M-� BLADES C1.�.� BLADES ,� BLADL v. .875' ".r- BT, r- -.046.1.753- 011' 1 r 16 H.V.LOCK 17 H.V.EGRESS LOCK I 7m'9.3N• IIP QUALIFIED FOR USE W/ HV QUALIFIED FOR W/ NV too-) Gio'I I o BLADES�.i j..�g BLADES —, •�t COMPONENTS p16e Pp9A _ ly'i�\' 9 1 )6 HV MALE"1"LOCK HY FEMALE"T"'-- r � a 6063-T6 ALLOY AND TEMPER L— 566 J Zt -I.B22'1- SG4L[ 3/8._1" LOCK —2.,Sp- .2.750• J HV NTN LOCK 16 CENTERMATE t9 CENTERMATE PLAN FRONT ELEVATION QUALIFIED FGR uSF W/ HV QUAUnED FOR L E W/ HV QUALIFIED FOR USE W/ HV 2lAArlL�J�A41^CLIP FOR NTN LOCK CENTERMATE �E'v' GLADE 1 BLADE 1 6166jNUA I_ FOR U w i FLORIDA BUILDING CODE (Nen High VelocityHurricane Zone 1 OCEN •,v�i 02017 TILTECO.INC. m 2017 EASTERN METAL SUPPLY.INC. BERTHA HVTM A.S.S.A. /7TIL :E:�,m Accordion Shutter System H.V. BLADE W CR w KV. WsoDAr BLADE O''. p TIL TESTING k ENGINEERING COMPANY American Shutter Systems REV.w. olsc,err,dl wrz ORA61/1 9Y:L.C. •'••..ORIO�: •�1`, 6355 CLW.3616 St,S19.305.w+ G.NUEI%5.TwRCA 3316 Association, Inc. , cm IS-mb /2e/1 MR:07/28/1/ PnPP°:(]0 045 5)971-1530-To. (3 ),71-1531 4268 Westroods Drive 2 /ONALO% .-May.M-0-- West Palm Beach, FL 334-C7 s 067DRAW NG No VAALTER .••• LTEfl A.0061 Jr.P-E 4 OU P.E. SEAL/SIGNATURE/LATE FLORIDA ca j`1167 s SHEET e 2 1 SI n I] `—RDIURN lI'MIN 6-MIN. .211' J87�•� CYLINDER OR �— m 12 ri KEY CYLINDER �7` I >� - � �7l' 8 --1� 7 I I b s• o -- �r �_ 0.875'Min. __._T r115 • �� r _ ti. 1 .125"M9x. 37s_sD9 `� oo o O 12"LOCKING ROD Q ® 8"LOCKING ROD 22 HD CENTERMATE 23 HD CENTERMATE 2g HD CENTERMATE'8 QUN3FlED FOR i1�4E W/ HV QUALIFIED FOR.?SL W/ HV W/LOCKING ROD W/NO LOCKING ROD INSERT eo4' BLADE lJ BLAD QUALIFIED FOR USE W/ HV OUALITIED FOR U5E W/ HV QUALIFIED FOR USE W/ HV BLAO L jt BLADFfj BLADE I,I,: n"wIYrUaN INSTALLATION WILL REQUIRE A po I CYUN�R OR KEY P/16—ROLE DRILLED AT TRACKS FOR PROPER 1.5 Min, CYLINDER EMBEDMENT - 1.76"Max. Sy REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. 21/2' —I.I30"— QUALIFIED FOR USE W/ HVS 3/166.0 BLADE'1_! Ds7r., 1 Nkus .475'ttcc�� S/16-y7 •Y aM-m NYLON IMr(1:UIEE L. { n 1/4'0/4ti © ELEVATION A , .rzo-. 27 HV 1/4"0-20 AISI 304 SERIES 7&V 318"0-16 ACETAL 28 HV LONG RECESSED 29 HV SHORT RECESSED 30 HV NYLON HAT 31 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AIS 302-303 SERIES OUALIFIED FOR USE W/ HV OUAUFIED FOR UT1E W/ HV BLADE 1� BEADC .too'. 500•e r- 21_ COMPONENTS �g - = (CONTINUED) zl N.T.$ 32 HV DIRECT O HV PIN p_BLADE O HV PIN A 31 35 PIN le MALE KNUCKLE O ALTERNATE PIN HV MOUNT PIN 17 /9 (22).(23). 0 BLADE& 11111(31). /14-14x1 3/4 W/ #8 Hn, /10-18-x2 3/4"W/ #8 HO, #10-18"x2 3/4" W/ #8 HD. W/ HV MD MARKING W/ HV HD MARKING W/ W/ HV HD MARKING W/ /14-14"x2 3/4' W/ #8 HD, (/10-18"x3' W/ #8 HD. (SEE DETAIL H SHEETS 13 dr DACROSHFI D COATING DACROSHIE_D COATING W/ HV HD MARKING W/ W/ -4" HD MARKING W/ OACROSHIE(D COATING DACROSHIE.W COATING 16) W/ OACROSHIELD COATING "SERA' T! FLORIDA BUILDING CODE (Non Ni h Velcci:y Hurricane tone) Irk. •�CENS-'•.•✓ o2G17 I`Vfcc% ,W. ®2017 EASTERN MFTA_S.PPLY, INC. F .� BERTHA H M A Accordion Shutter System .S.S.A. E C O I N C. H.V. eIADE#3 W1 OR W/O HV WNDOW l8" '•. JT` ••J� + TILUT TESTING k ENGINEERING COMPANY American Shutter Systems Kv.w DISCRr110" DANE DRAWN EW.L.C. Association, Inc. 1 OLD 15-075 7 r = (^•'••.. RID '� 6755 N.Y.31kh.SL.Sl MS,.IRR—.110 iL07"I /n/ DATE:07/2/17 Pt— (305)671-1530.Fo.:(305)871-t 531 4268 Weslroads Drive 2 aNgL EN —.1 4K—a.. 4est Palm Beach, FL 33407 s DRAWING No ER-0005719 17-108 WALTER A TlJli Jr.P.F. 4 P.E. SEAL/SIGNATJRE/DATE FLOROA`r-I 4.4,7 5 1 SHEET 8 �' IN ®OR� 9� It IIS �1 v [C' 00 09 _ EXVVMExtEuolt EXTEle L_ EXTERIOR ®— n II 10,9 M I'1 0 I I (SIGe :1 i ASSEMBLY ATASSEMBLY IN BETWEEN. A88EMBLY AT(l. ASSEMBLY IN BETWEEN(3�1 . (®GG EVERY OTHER INTERIOR KNUCKLE) (®CO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN ?4"" LONG NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED SCAR: 1/4•- ' *THE FIV PINS k BUSHINGS ARE PRE-ASSEMBLED. TO KEEP HUSHINCS CN rHF. PIN A NOMINAL 0275'U.D. x 0.130'I.D. x 0.072'THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW, THE RING E _EF ON TH- PIN WIIEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. rl;k FLORIDA BUILDING CODE Non High Velocity Hurricane Zc'e 0 02017 TILTECO,W. O 2017 EASTFRN NCTAL SUPPLY, ENC, ��� �10ENS�•. v9= BERTHA MY" IL E C O MND. A.S.aS.A. Accordion Shutter System ? H.V. BADE 1p W/OR W 0 Liv. WINDOW MADE#3 * : TILLIT TESTING k ENGINEERING COMPANY American Shutter SysteMS Rte.Nc DrsC-0. DATE DRAWN BY:L.C. F r SC 6355 N.W.. s..SW SOS.WGINA GARDENS.ntdx04 1fI4 Association, Inc. 1 c.;�:-:•� 7/25/1 DATE:O7/29/11 (306)x71-1530.Fa,.(305)871-1531 4%ES WCslroad5 Drive 2 L$' •.......L- x',41"1 •-"' t 09.com West Palm Beam FL 33407 3 DRAWING /OHAL 4 WALTER A.TILLIT L.P1. 4 17-108 P.E. SEAL`$IGNATURE/DATE FLORIDA LII.f 44167 5 SHEET 6 f $ 0 0 0 ©a0 O O•® 2�3�.4a 2•' a DOTES ON HV. HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS Wf HV I BLADE APPLICATION W/ HV LOCKS AND CENTERMATES: yAIQATORY CONDITION I1n ONE HV LOCK 1151or110 or iJ1.SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY kLkVAI ON 1F CABOVE R BELOLATIDNS INTO METAL SPAN F R LOCKS UPTO156".AND FOR INSTALLATIONS AT ANY 1 f� t�' (a MAY BE USED AS AN INSIDE OR OUTSIDE _OCK.ATTACHED TO _2�o�a�ol or jil CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FIAT HEAD S.S.M.S. LOCATION OF LOCK SHALL[7F AS!NDIGTED ON TYPKAI SHUTTER ELEV/tTION. USE OF LO(]fING RODS CQ W1�NO<a7 IS OOMPtEUY OPTIONAL. ILLY { a s u 2. MANDATORY CONDITION J2 FOR INSTLetfOla INTO METAL STUDS!, ONE HV LOCK-.)�or i�or(I- SWLLL BE SHUTTER SPAN x.© 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 1 TO 158', AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK CS!or ON SHEET 5) A8;or•-7J MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 6t)or.f CENTERMATES W/ (2) 1/4"-20 x 4 j 1 1/2•LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SWILL BE AS iNDICATFD ON TYPICAL SHUTTER ELEVATION. USE ^ OF 1/2 OFSHUTTER SPAN LOCKING RODS�(A W/�T OR f7R TOP AND BOTTOM IS COMPLETELY MANDATORY. 7 -�- 6 t _ - FOR INSTHIATIONS W/ 3. MANDATORY COMMON L FOR KEYSTONE MQUICITING INS*L ATION& ONE HV LOCK 15 or 16 or 17 SHALL BE (1)HV OR HD LOCKS OR USED AT -/2 OF SHUTTER SPAN FOR ANY SPAN OR 12•ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP OR BELOW XISPAN1 OFA TO 967, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR I.` SNLR, OUTSIDE LOCK, ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W ' / (2) 1/4'-2a x 1/2"LONG FLAT HEAD S.S. F : n M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 26A W/ 27 +t OR 27A TOP AND BOTTOM IS COMPLETELY MANDATORY. 4. OPTJQNAL-QQNDMQO it: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO Liv SEE LOCKS!16:, 17 OR.1S MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES X13_ CONNENCfpN� OR I(4-SHALL BE AS INDICATED ON NOTE(1) ABOVE. DETAILS ONLCCAfION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. , 13& SHEETS 10 16GH'HT. FULL (2),-n3 O�Qce a °Io- j * APPLICATION W/ HV "T" LOCKS AND CENTERMATES: Oat®OR 0-(I)OR �I 1. SEDONQ ALILUAU TO YAII&III& Y COIIDRgY if VALID ONLY FOR NV Y Offr AIS COH113111AT£5,a MW 1! CF CENTFRYATES ONE ALTERNATE HV 'T"LOCK d1f,MAY BE INSTALLED IN ULU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT --- ANY ELEVATION. ALTERNATE LOMC IT MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK t' -- ---- UnuM!tEU WIDTH-- --� INCLUDES USING 'J"CLIP:f ,AS SHOWN ON SEC-DON 15. SHEET 12, WHICH MUST BE CONNECTED TO CENTERMAILS f$AND 7F W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4'0 x 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPA14 OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN, USE OF TWO LOCKING RODS:ib or TOP AND BOTTOM IS MANDATORY. TYPICAL 1 i H.V. BLADE #3 SHUTTER ELEVATION MAXIMUM* APPLICATION W/ HD LOCKS & CENTERMATES: �.-.�. 1. 170RD LL77�IATE TO WImITONY CONDITION r 1 VALID FOR ND LOCK 52 W/(4 No COMM 4 ag OR SEE LIWUAONNS OF USE FOR D E I- RNATE LOCK 5 MAYBE USED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY LEVAIION. BLADE f.�j�ON SHEET 18. �, g� '5e ALTERNATE. HD LOCK:23.MAYBE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK V TO'C3 6 W/(3) 88 It 3/8"F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 24 AS SHOWN ON SECTION 18,SHEET 12,LOC(MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE 145kPAN, USE OF LOCKING RODS 23 or 4&-1S COMPLETELY OPTIONAL_ FLORIDA BUILDING CODE Ron High Velocity Hurricane Zone -'.I TF'C I'.� O 2017 EASTERN META,SUPPLY. INC. v�EF BERTHA H1/T" ■ ■ ■ ■ IL EC01N�. A S S A Accordion Shutter System H.V. BLADE #3 W/OR W/o H.V. N7NDUW BADE ,Q TILT TESTING A ENGINEERING COMPANY American Shutter Systems REV.xo DESCR1FnoR DALE ORAWN BY:L.C. %? •`V txx, 6755 XW.Mo.SL,SM.305.MOW CMDDIS.Fl M 331M Association, Inc. I O.D is-cm DATE:07/25/17 PAon6:(WS)871-1530.F.:(305)871-1531 4268 Westroods Crwe 2 AS"••""" ��,: —.1:lib-110I West Dolrn Beach, FL 33407 7 DRAWING No CONAL�� • ® 0006719 1 17—108 WALTER A TLUT Jr.FIX SHEET ''•" rr r'"' FLORIDA �4167 5 P.E. SEArrUa LSIGNATURE/DATE 6 4 OF 118 nezEs: MAXIMUM SHUTTER SPAN "L+" OR "L—"e (ft,) MAXIMUM SHUTTER SPAN "L+" OR "L—"e (ft.) 1) MUM ASE SPAN FOR A GR'EN POSITIVE AS.°.DESM PRESSURE fttTw FOR INSTALLATIONS W/ 1Q HV BLADE. A FOR INSTALLATIONS W/ (D HV BLADE. A f""XMIN ALLOWB1E SPAN`R A OWN NEGATIVE AS,D.OE■`H PRESSURE (2)PROCEDURE TODETERMINEW DETERMAIWMM SPAN FOR WALL UNTNCS OW/9onoN)DR POURED CONCRETE.CONCRETE BLOCK t naDR amm; MA■ X ■1M AND WOOD INSTALLATIONS ♦ MAXIMA N FOR METAL STUD IN INSTALLATIONS ■ GtEN A POSITIVE ASO.DESM PRESSURE TMTNG,DETERMIME MAIMLM SPM'..• A.S.D. A-S-D, FROM SCHEDULES PRESSURE WALL MOUNTING FLOOR/CEULNG MIN.SEPARATION TO GLASS PRESSURE WALL MOUNTING FLOOR CEIUNG GIVEN AIN.SEPARATION TO GLASS FROM AalEGATIVEs ASO.MSM PRIMM MING.DETERMINE-~m SPAN t-• RATING MOUNTING RATING MgMFMq FINAL MAXIMUM NLORME SPM K EOwk ro INF las0 (Pd)wIDTaWWs nlomKa 1■BE661 oelveRHED SPM (• Or L'(FTI L-(FT) L(FT) L-(FT) Wo mNee -- ('W-) I!" C(FT) L(FT) � V(FI) 1eO",E.�- __-- PROCBETWEDURE ti AND t-•. ,.:• AN,r aA KncN IDR,uMA r�rrIERMATE ' �'�' (3)PRDCEpHIrtE ro OE7ERMH4 MAXMUII SPIN FOR fAM■IMTIONS N BETWEEN WILL 35 12'-7- 13'-0" 17-7" 13'-d' 1" 4 11116" 512' 64 T-p" T-0" _ 1" 3 7176' 5116' W1�/� 40 11'-10" 17-3' 11'•td 17-3" 1" 4 11/16' 5 11T FON A GIAN POSnWE ASA DESRDN PREmRE RATM _ DETERMINE; 45 71'-Ir III-11" 11'•ST 11'-11" 1" 411116- 512- -_ L,.-MAI,SPM FOR WALL MOIWING NSVUATM5- _ 60 11--g. 17'-8" ll--!r ! 11--6- 1• 411116" 5 VT-- 72 e-T' v-7" - - L2+.MAI.SPAN FOR FLOOR/CELNO MDUNTNG INSTALLATIONS. 55 ill-Ir 111-41 11'-4" I V-4" _ 1" 4 11fl6" 5 12" 1" 3711 151/6" rOR A IRAN NE6ATIE ASD.DESIGN PRESSURE RATING. OETFJRK■E: 80 1d-8" id- -d" 411116" 512" LI-�MAI.SPAN FOR WALL"DUNNING INSTALLATIONS. _ ._6- 6-6, 6_8" 6_8' T 3516" 5 118" I SEE sECT:ON t o oN sNEE-T u�.. U--MAR-SPAN FOR nOOR/CMW MOUNTING NSTAUATaNs- 6-3" 6.3" 6-3" 6-3" t' 3 516" 5118" FINAL MMMUN ALLOWI&E SPAN R ECUM-70 THE MINIMUM BETWEEN'L,+','L1+•. 75 T-B" r--e- T-B" T-B" 1" 3518" 51/6 .L,-AND'U-' 60 r-3" T.3"_ T-3" T-3- 1" 3 518" 5 118" 1 (4)00 TO AMCIFOR 9,"•E ON SHIFTS 6!7 FOR CONCRETE MV BLOCK,SHEET 6 85 6-10' 6-1d' 6-16• 6 1d' 1 3&16" 5 118" FOR WOW AND ro SQ.TOI ON 9EET 10 POR HgY5T0HE NOLIMDBCS ANMD SNEE'I Tat FDR METAL SIII05 WITH TNML MAWMM Al1DWA1RE SPM ANO NEGATIVE DESWN 90 5-T 5-7" 3518" 5L6" LawroaETETurcMAMMANCHOR SPACWC- 9B 5-8" 5-8" 5-8" s-tr 1" 3 518 (3)MINIMUM SEPARATION TO CLASS SHALL BE THE GIWATEST ME49A D FROM OTHER 100 S-5" 5-5" 5- •5" 1" 35V 51 REAR OF KNUCKLES OR REAR OF tDCKs SEs AS A1'R1rJ■lE TO CLASS 106 s-3" ' -s-3" 1" 3516" 8118 MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) FO Ito s•z- s-z 6•2• 6-2• 1" 356" 5Iµ' INSTALLATIONS W/01 & ® *HV BLADES. A A Jtl$TeLLATION LEGEND APPLICABLE FOR ITT NV AND ®HV B A�ncc t EXCEPT THAT MAXIMUM POURED CONCRETE,CONCRETE BLOCK UBSTRATES CONCRETE & ER SPAN OR OR 1-"AND MAXIMUM AND VVOOD INSTALLATIONS MOUNTINGS MASONRY METAL STUD WOOD MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO A.B.D CONCRETE OR CONCRETE BLOCK SFMLL BE UNITED AS FOLLOWS: PRESSIM WALL MOUNTING FLOORICEILING MIN SEPARATION TO 1, 2, 3, 1W, 3W, 4W 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO RATING MOUNTING WALL 1D 7W, 9W& +64,-72 p.s.i. AND 7'-6' SPAN, SEE SECTION 9 ON w4, 5 & 9 1DWwWomK■• SHEET 10. T+a-) L(FT) I 1(FT) L'(FT) L(FT) 1"MHD�O'{• - �_tao tw°UNrtawTR FLOOR/CEILING 6, 7 & 8 --- 2W, 3W, 6W -- & 8W 55, 9'-Ir g-6" gr 9'-8" 1" 4316" 411' f EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR "L-" 6-11" 6-11" 6.11" 1 6-11' 1" 4318"1 4V4" AND MAXIMUM A-S.D. DESGN PRESSURE RATING FOR •SEE LIMITATIONS of USE ,aR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: ELADF QON SHEET 18. I- CONNECTIONS TO PLYWOOD LIMITED TO t62 p.B.f. AND W-111" SPAN, SFE SECTION 5W ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO 162 p.s.f. AND B'-O" SPAN, SFF SFCTION 7W ON SHEFI 14. nIt FLORIDA BUILDINC CODE (Non High Veloci Hurricane Ione) T ,a1,,11'�E{�{1L. 111 �,!✓- 62017 TILTECO,INC. ®2017 EASILRN METAL SUPPLY. INC L �E - 1 L ECO .N F:. A.S.S.A. Accordion SShuutter System HV. BLAIOE43 W OR W FIV.WINDOW BLADE 13 #i American HIP:L.c.Shutter Systems uR-M• DESCRIPTIO, DATE DRAW, TIll1T TESTING t ENGINEERSEG COMPANY t5A6 N.W.MIR,SL.Ser.305•NNO-ewDENS.R,ORDA,731 Association, Inc.Dri1 alD ts-R■e /2W/1 DATE 07/26/17 � p -_r-;�t� Ph—:(305)671-1330.Fa:(306)071-1531 4268 Westroods Drive : pt,at�VKttttA •-au-o7ee.A— West Palm Beach, FL 33407 3 DRAWING No 17-108 -E- \ N WALTER A TWT Jr.P.E. a SHEET P.E� Ott j&TE FLO CIA UL-#44167 3 B S 18 A•m� -SPECIFICATIONS ON ANCHOR REOUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES -A M MAXIMUM ANCHOR W SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER 1,ANGOR$TD WALL Sw BE As FOLLOWS Pri W/AD-u I""1pO°F SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING (A) TO DOSTIN0 POURED E: AL POINTS 5O1I-S" -1 SIT /4Y UIPCCN OR TAPCON W/AD'/ANElD-HILAU1RM IECNNIOC.AS N FILTURED BY I T-A.RURZFY (Mn.rc:J W). sum TAP WTH CAP MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS _1/4Y.3/4"ALL Pows sow-sv ANCt05 As T.STRBUTFD BY ALL=aHts 9CWO.BD-T&SPECIALTY oawaN.(Mn.rF-3 W). AP4cR (SEE MOUNTINGS 1, 2. 3. 4 & 5 ON SHEET 9) -1/4'4 BLUE TAF CONCRETE ANCHORS WTH CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(MM.I'C-2 tei). - 1/4.4 TIWPER4 ANCHORS As MAAAIFACT AED BY POWERS FASTENERS.INC-(Min.rc=3 l ).AND NSIRIBUILE BY ALL ROWS SCREW.00-T&SPECIALTY CC~OR POURED CONCRETE ANY OTHER APPROAD LICENSED ON AUTHORIZED VENCOR RRGISTETED W/THE AMERICAN SPUTTER SYSTFMS ASSOCK'ICN,INC. -1 & WALL MOUNTINGS &T WALL MOUNTING WALLSILL MOUNTING IIDtES uA U. 8 Fn) W� 4 tlR® W� + W� + Al)M114IMUM EMLCDMEff IHfO T`D'JRCD COWRM-TAFCON OR TAKON W/ADVA4"..:D 1HREAOFOTM TECHNOLOGY AND TA-PERIANCHORS 6 1 3/4',AND 1 1/2"FOR ASA ODP 1@WR LDN'(WI ALaGum Mm"Ian(Ad) ASR calix PETAIIE toe _ w1Ar TAP WITH CAP ANCHORS. 30 I 50 a0 00 a0 90 fDO 110 JO 40 30 60 70 80 90 100 f 10 3D 40 50 60 70 b 90 LOO f to AL2)MNIMLN EMBEDMENT OF 1/4'4.3/4"ALL PONrS SOLID-SLI AFDNoaS SHVAi W //a"'.NIC'LIE POIxtO corRaEtE.N EA6EpwEM INTO STLOOD SWIl BE ! ' ! D D D 0 0 1. 9 ! 0 D 9 0 0 9 9 a a 9 0 ! 9 9 PERWnPtD. 1/4"4-20 S.S.MACHINE SCREW USED SHALL M 1 1/2"LONG MIAMUN SHOULD SiL.CCO EXST.AND 1"Lee"MR WALLS WITH NO STUCCO. 4-94-94-9-f_ _ _ _ _. --_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OR I ESS ° 9 D 0 a 0 9 0 9 D ! D D ° D a 9 9 _a 4 9 9 9 a 9 9 9 AL3)IN CASE ThAt PRFCAST STONE"PRECAST CONCRFTF PNIELS.PAVERS CA ANY VENEER BE FOLAQ ON THE EXISTING WALL OR FLOOR.ANCHORS SMALL BE LONG ➢ D 0 0 a ! D 9 9 D D 9 ➢ 9 D D D 0 9 9 9 9 9 9 0 9 9 PSAM/JCI TO REACH THE MAIN STRUCTUIR�RS wRSAID WALL n41SHES,ANCHORAGE STVY1 BE AS IW-NCATED ON NOTES A1)&ALVINYL2)AW&FOR NSTAILATIONS ON VL NG WITH OR WITHOUT METAL STUDS OR EH WOOD STUDS CONSLAT THIS ENSNELH,FOR INSTALLATIONS INTO DFS WITH METAL STIRS SEE SHEET 10. 0 9 ! ➢ 0 9 9 9 9 9 9 9 9 0 D D 9 0 0 0 P ➢ ➢ D 9 9 9 4' D' _ _ (B) TO DUSTING ASIM C-90 CONCRETE(ILOC(WALL 9 9 0 9 9 9 a 6 6 9 9 9 9 D D 9 ! 0 0 0 0 9 9 0 9 9 9 - 1/4.4 TAPCON OR TAPCON w/AD6N40M 1KEADFOOA TEaNOIwl ANCHOS,AS MANLFACTURED BY I.I.W.SHAD£)(. 1/4"4 a 3/4"ANL TAINTS Sa4o--SET ANCHORS AS 015TRISIXED W ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. D D 9 0 0 9 9 9 9 9 9 9 9 19 9 9 9 8 9 9 9 9 9 9 9 ° -1/4"4 BLUE TAP CONCRETE ANCHORS WITH CAP,w5 MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. a 9 9 a 9 D a 7.5 6 9 ° D 9 9 .9 D ➢ 9 ➢ 9 a a D 9 9 9 _9 _ 1/4-0 TAPKR+ANCA ORS AS WNUFACRAWD BY POWERS FASTENERS,INC.,AND DIS RBJ M BY ALL FgMJ SLEW,1101&sEflALW COMPANY CR ANT MI-AFVRC.T 5'-O• - - L1CD5m CR AUOYJE2FD WINTER REGSTERTD W/M AMERICAN SHLRTER SYSTEMS ASSOUATO N,M. 09 D a 9 8 S5 4.5 as 9 9 D 9 0 D 9 9 D a d.5 7 53 9 ! 9 9 a s D • D D 0 D D D ! 9 9 ! NOTA R.'.)MINNUM EMBEDMENT INTO CONCRETE BLOCK CF TA-CON ANCHOR:S 1 1/4"ANU I"FOR TAPCON W/ADVANCED THREANGM IUCHN2-CCf ANCMM.AND 1 1/1'FCR D D a 9 9 a3 °.5 5 9 9 8 D 9 9 9 9 9 9 9 9 9 9 9 9 TAPcER.AND BUHO A TAP WTH CAP ANCRS. _ a Y VI D RS 43 4 J 9 ! 8 9 9 9 9 9 9 ° 9 9 9 9 9 D 82)MINIMUM EMBEIW6NT O 1/4Y A 3/4"ALL FKANF5 SOUC-SV Ar-HORS SMALL BE EMRQZY EMBEDDED RrtO THE CocRETE BLOCK NO EMBEDMENT Rrt0 S?UCCO 9 9 9 ! D 7.5 5.5 4.3 - 0 9 0 9 9 9 9 9 9 0 9 0 9 9 9 0 SH-BE PA' TIED. 1/4"4-20 Si NNOONE SC�EA,USED SH4t.BE 1 1/2"LONG NN1WN SHOUL.O STUCCO DOST,AND I"MWMUM FOR WAITS%T-H ND STUCCO. 9 9 9 9 a 6 43 - - ! D ! ! 9 9 9 - - 0 9 9 0 9 9 9 - - 5.3)IN CASE-NAT PRECO67 STONF.FNWFCASR CONCRETE PANELS,PAVERS OR 441'VENEER BE'OLND ON THE EXISTING WALL OR FLOOR.ANCHORS SHWL BE LOW 7'-D - - .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DRO"TO REACH THE M4N STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SMALL BE AS INDICATED ON NOTES Bi)&B.2)AauVE.FOR INSTALLATIONS ON VINYL 9 9 9 6.5 4.3 3.3 33 - 9 D / 9 9 9 9 0 9 9 0 D ! ! 9pw:WIM OR WTHOLT METAL STUDS CR EIFS WiM NDOL STUDS VJNSiI r"IIS ENGINEER.HDR INSTALAl10NS IMO FNS WITH META STUDS SEE SHETT 10. 0 ! ➢ a 7 53 4 - - D 9 f f 0 9 9 - - a 9 9 9 9 9 0 - - (C) ANCHORS SIAL BE NSTA.FT FCR.LCWNG ALL OF THE RECCU ENDATIONS ANT-PEOFWA11ON5 OF THE ANCHOR'S MANiFATLATR I 0 0 - 6 43 - 9 9 D Q ! 9 0 ! 9 9 9 ! 8'-0- - _ - - _ (0) SEL SCHIE U BELOW FOR ECCE DSIANCE(LD.)VERSUS SPAGNC RELATIOHSPP=Di A40RORS. 0 9 d 13 .13 - - - - 9 0 a D 9 9 - - - D 0 9 0 ! ! - - - ETRDP DISE(_c MERoLS SPACING SCHEDUL FOR ANG.:....5: ! D 9 73 53 4 _ _ _ ➢ 9 H 9 IMSlAAI AdAOR SPACINGS ARE VALT MR EOOF DSWACFS.NDGALEU BILLOW FOR E.D-LESS NMN IME INDICATED,REDUCE A4GSR SPACING BY MULTIPLYIIFG • D D &5 4.5 - 9 9 9 9 D ! - - D ! ➢ D D AMClQ 910511 p1 SCHFRW:IF!Y TMC FOLLOWING FACTORS RFTk1f.FD SPACING OaTANED V.b4F:FACTOR SMALL NOr FA LL55 0NN u'NNUM SPAG+ INDICATED 9-O• - - _ __ - - - FOR POI A/OHCR TPF 0 D 5.3 3.5 - 0 9 0 9 9 D D 0 9 D FACTOR ! 9 ILS 5.3 4 - - - - 0 0 • D 9 P- - - - ! 9 9 D D - - - TAPCON WT01 ADVANCED TAPPER + 9 7.5 5 4 _ _ _ _ 9 9 0 D 9 - - - - ! 9 D 0 D - - - - ACTUAL TAPCON TNREAOFORIM TECHNOLOGY ALL POINTS SOLID SET �TAP WITH CAP - NN. SPACING EDGE TO•-O� - - _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DICTANCE M:.N. SPACING. 3- MN.SPACING >. }' MIN. SPACING - 3 1/2" MIN. SPACING• 3• 3 3/4- 4" 0 d 4.5 J _ _ _ _ _ 0 0 0 1 ! - - - - ! ! 0 ! 0 - - - - E.D. pOURFD CONCRETE! POLM OIX POURED CONCRETE& POURED CONCRETE t Pam _ / ! 7 4-5 - - - - - 0 ° • 9 f - - - - D D 9 D 9 - - - CONCRETE BLOCK MN E0.=3 1/2' CRL�TC IL1 CONCRETE BLOCK CONCRETE TN.00K MN MA D D 6 4.5 3.5 - 9 ! f 4 0 0 ➢ D 0 0 MK F.0..SMIN Cr ED.-3 1 1•L E0.-3- t _ _ _ _ _ _ _ _ - - - �� 1.0 0.90 1.0 0.78 Fn 0A4 1.0 0 6 J3 - _ - - - - •. ../ 0 • !- - - - _ 0 8 D • 0 - - - - 21 - CAI 1.0 to 0 9 5.s 1 - - - - - 9 9 2 9 9 - - - - D 9 9 9 9 - - - - Z• - D.71 - �- - OA1 - -L ILS 5 - - - - - 9 9 0 D - '- - - - 9 9 ! a - - - - - 1 3/4- 9 43 J 0 9 9 D D D ! ! - 1 1 0.35 - ty•-O- D 73 4.5 = _ _ _ _ = o 0 0 9 9 9 9 = 1 HV BLADE 3 0R 1 HV BLADE 3 W A � fTATFOR�Iqf, - - - - - - - ° - - - - - HV WINDOW BLADE WORKING IN UNISON* ON SHIMX7"HIL FLORIDA BUILDING CODF 'Non Hk•h Velocity Hurricane Zone �1 \ 02017 TILTECC,INC. 0 2017 EASTERN METAL SUP«Y. INC. BERTHA HVTM A.S.S.A. �RTE C O INS. Accordion Shutter System #• ! /� American Shutter Systems HIEN w� 9EwrT1D ADE ORW DATE 11M c. *; TIWT TESTING & ENGINEERING COMPANY STA 7F DIF SJS5 Nw 3NN.St,SRe 305,V'4GMM GAPJD.S.'I MPo 3316 Association, Inc. 1 IMP 15 on 7/26/1 DATE:G7/2a/17 1 4268 lVestmods Dnve 2 NN PWons (3C5)a71-1530.FR.:(3O5)BTI 1531 DRAWING No =�s• o-man:T=671a.00m West Palm Beach, FL 33407 3 - - S�ONALE \ EB-0000719 17-108 WALTER A c.P UT.P E. 4 P.E.-SE112/616�1PRfURE/DATE F`°"xA`"'f 44'6/ s sHEE( 4 Q Of 1 o b b a a b o o q1 l e ee�l e v b I b n 0 I r tlltl 1 m m b l ebb I b b 0 I O e�" I me�. 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(St r. MUUNTWG5 ON SHEETS 14& 15). U B �S;"TF=R TE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G-0.50 W/ MIN. G-0.43 W/ MIN. G-0.36 PLYWOOD rwAIM >aAII(N WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL 1W, 4W, 7W, 9W & IOW FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 10W FLOOR MOUNTINGS 1W, 4W, 7W, 9W & IoW FLOOR MOUNTINGS MOUNTING 6W & 8W 6W & 8W 6w & 8W 5w ASA Ots-ON REGIME LOAD(p0 AAO.Desm W<AI K LOAD(1d) ASA.OEMN BUNK MND(PAI) ASO.DESG1 WWK IGD IP4 AAD.OE941!IiGM IDID(pe AIA OFSCA'REGATK Lae OW) .IOPI MiV1E lr(A4 30 40 50 60 70 80 90 100 110 30 40 50 60 70 80 90 00 10 30 40 SO 60 7D 80 9D 00 110 JO 40 50 80 70 8d 90 .00 10 JO 40 50 60 70 80 90 00 10 30 40 50 60 70 80 90 100 110 30 40 50 62 -0"OR_LESS 9 M., 0 9 9 9 9 9 9 9 9 9 4 8 7 16.516 9 9 9 9 9 9 9 9 9 9 9 9 9 8 7 6 5.5 S 9 9 9 9 9 9 9 9 9 8 9 9 7.58.55,515 4.5 4 9 9 9 9 4•-0" 9 9 9 9 9 9 8 9 9 9 8 7 8 5.5 5 4.5 9 9 9 9 9 9 9 9998.5 7 6 5 .S 4 9 9 9 9 99 8 iS 4 9 .5 7 .5 5 4 3.5 3.3 3 9 9 9 8 9 9 9 9 7.5 6 .5 9 9 e 6.S S.5 S 4 4 3.5 8 9 9 9 9 8 9 8 8 9 .5 6.5 5.5 4.5 4 .S 3 3 9 9 9 9 9 .5 4 3 .S 9 7 5. .S 4 3.5 3 2.5 .5 9 9 9 9 6'-0" 9 9 9 9 8 8 5 4 3.5 9 8 6.5 .5 t,5 4 3.5 7 3 9 9 9 9 6.5 .5 9 8 - 9 7 5.5 4S 4 3.5 3 5 - 9 9 9 8 t.5 3 5 - - 17.515.5 43 S.S 3 8 2S 2 - 9 9 9 4.5 T-0" 9 919 9 6 .5 - - - 9 7 5.5 .5 4 - - - 9 9 9 9 4.5 .5 - - -- 8 6 4.S 4 33 3 - - 9 9 9 4.5 3 - - S 5 4 3 2S 5 - - - 9 9 6.5 :5 8•-0" 9_ 9 9 6.5 4.5 4.5 - - - 8 6 S 4 2.5 3 - - - 9 9 8 8 3S 5 - - - 7 5 4 33 ] 2 - - - 9 8 5.5 3 2.5 - .S 4 3.5 2'_f 2 2 - - 9 9 3.5 2 9 9 6 t .5 - - - - .5 5 4 3 2.5 - - - - 9 8 5.3 3 2.3 - - - .S t 3 2A 2.5 - - - - 9 5 3 2.5 - - .5 3.5 2.5 2 2 - - 9 -5 2 - 10'-0" 9 9 e 4 - - - - - fi.5 S 4 3 - - - - - 9 8 4 2S - - - - - 5 4 3 2.5 - - 9 5 3 - - S 3-5 2.5 2 - - i 9 9 4 3 _ _ _ _ _ 6 .5 3.5 2.5 _ _ _ _ _ 9 6 3. _ _ _ _ _ _ S 3.5 3 2 _ _ _ _ 9 4 2.S - - - 4 J 2 - 12'-0' 9 9 - - _ _ _ _ 5.5 4 3 _ _ _ _ _ _ 9 4 2. - - - _ _ .5 .S 2.S - - - - 8 3 - - 4 -.5 - - - - - - - I T-0" 9 _ _ _ _ 5 S 3 - - - - - S 4 2. - _ _ _ _ 4 - _ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIT,nOOR OR SOLD WOOD SCFFTT SHALL BE AS FOLLOWS: - 1/4-0 TAPCON OR TAPOON W/AWAKED TINEADFORM TECHNOLOGY ANCHORS,AS /._..\ M INDICATED AT BY I.T.W.BUILDER HE M NIMUM IENL7RAT OH OF TIHTtEADLD AREA A H V BLADE #3 0 R 1 - H V BLADE #3 W/ NOICATEO AT EACH SECitON ON SHEETS 14! 15. I I EXCEPTION:SEE NOTE 2 BELOW. 2, LRS TD HER 1{IW[nLNc SMALLE As PER MOGNrNG TYPE zW,SHEET 14 ""° ® H V WINDOW BLADE #3 WORKING I N UNISON * SMALL CONSOF LAG SCREWS AS PER Nps 2015 SPE[IiIGVONi 3. SMA ISF SUBSTRATE S14ALL CONSIST OF THE FOLLOWING. -SOUTHERN PINE No. 2 W/G-O.M(N.O.S) -DOUGLAS nR W/G-0.50(N-D.S) SPP,a PINE Flit NORM W/G-0.43(N-O.S.) *SEE LKTAT10NS OF USE��fi : . -SPRUCE PINE FFR SOUTH W/Gr0.36(N.D_S.) RUDE 11AON SHEET 18 -MN. 1/2-COX PLYWOOD(1986 APA) ORS 4.ANCHSHALL BE WSTALIEO F01IaMINC ALL OF THF RFCCMNFNr1ATt0NF AND SPECIFrATrONS PER NOS 2015 FLORIDA BUILDING CODE (Non N h Y°loci:y Hurricane Zcne T11IIIA T 02017 1ETECO, NC C 2017 EASTERN META-SJPPLY. INC. a �``P ✓9= BERTHA HVTM 1L ECO .N,. A,S.S,A, Accordion Shutter System ` * H.V. BLASE#3 W/OR W/O H.V. WNDOW BLADE t TIWT TESTING & ENGINEERING COMPANY American Shutter Systems R',III, DESCRIPTION DAY% DRAWN BY.L.C. Association, Inc. I OIL Is-cec • T' L i� � e355 KR.3W1i.51..5M.J05,VY+GNW GARDENS,FLORIDA 331 ,/7e/I pltC 07/28/17 `' �ti• S1�T�4F ::- 4`� Pt,-:(305)871-15M.F-:(305)871 1531 4265 West'oadS DI.Ve z 'Q f �► °- °' 1R«oeaw�wn west Palm Beach, FL 33407 3 DRAWING No o,� ..(OR\0*•-�� EP-OOM719 17-108 WALTER A nLLJ Jr. PF 4 P.E. SL/tLj��R41R��[)ATF naamA 1k j 44 67 5 SHEE- s OF 18 POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE _ OR CONCRETE BLOCK i(SEE SOR CONCRETE CHEDULE ON SHEETS 6 h 7) WALL REQUIRED EXISTING wAu.REOUWED EXImN ' . . CCONCRETE ANCHORS / 1/4.4-20x3/a"S.S. BOLTS w/ �sT n (SEE SCHEDULE ON SHEETS 6!7) '' NUI h WASHER O 9"O.C. M.SEpNGligl TO - - '- --- 1'DAA—. aS WAMUJM— I/2' SEET 61 ) --- T Z• -03 or O4 or® I • i a Mu. IH'MML L.B.• r• MMI.5[PAf4-ION TC I' Mw.sEwwTnN-o aAss I I i c:ASs(2E s�Fuwcs- i ) .. :1/2- NYLON COMER (SFE SOIFDIAES CM SH'1•T�) I i ON Lj 1 ST SA-Si i I -` ty '••O `"• LXIST NG� 1 } 1/{".Ir3/{'F.N. S.DS.ff'N I: I 61 ASS I i 1 BULDD TEK SCREW a 9'O.C. POCKED CONCRETE• 1`OONrm1E ANCHORS - I: CONCRETEOR BLOCK (SFE SCHEMILE ON SHEETS 6 d 7) WALLEO Cl.-) WALL MOUNTING INSTALLATION 03 WALL MOUNTING INSTALLATION 0 WALL MOUNTING INSTALLATION tl(ItiTING I - EXISTING--4 CLASS- i I I' r,V�s � n.SErMurpr.TO 0.Ass i i MM SIPAM"1CN TO MIA-SEPAPAT"10 s i'"—(SE1 yC..G M N S.kEr s) 1{� c.A55{SEE CnEDult I {SEF SCMEOILEs-- Ii I dSHEE'E I ON ERCT L. I I C/ i i -U� �• i i I I. EXGPNG i Gt ASS OD2 V I • •. EDGE OF STAB IT �'. LOGE OF •• 1,2• "'O of O Or f •• 1/2• 1"u1N.— APPLICABLE • STAB 11 APPLICABLE 1;•4"P-20,3/4"S.S. BOLTS W/ POURED CONCRETE ANCHORS - N.,T k WASHER O 9.O.C- CONCRETE _..- —y "- REDUKtCD POURED CONCRETE E.0. (SEE SCHEDULE ON SHEETS 6 & 7 .0. CONf7KTE ANCHORS CONCRETE ANCHM POURED CONCRETE_ OR CONC1tLTL BLovJ '-••�"�r-�-' SEE SCHEDULE ON SLEET 7) ON CONCRETE BLOCK WALL REQUIRED (SEE 9C►RDULE ON SHEETS 8 k 7) WALL REWIRED 02 WALL MOUNTING INSTALLATION (6J FLOOR MOUNTING INSTALLATION NOTE FOR COYBMY1Tg11 OF SECTIONc; •' ED. - EDGE DISTANCE T- SEE SHEET 3 FOR 1YCAN SHUTTER ASSEMBLY (�Na`ES"SCHEDULE ON SHEET 71 INSTALLATION DETAILS 2- 110111lII7RII(:SECTIONS CAN BE COMBINED SFF LYTATIONS OF USF FOR M ANY WAY TO SUIT ANY NSTALIATION. ♦ IN AM;IA ON SHEET le. SCALE 3/8'=1' I,IrAAAi��A.. FLORIDA BUILDING CODE (Non High Velocity Hurricane tone 02017 T1L7EC0•INC C 2017 EASTERN METAL SJPPLY•INC. �jCEN,� E VTM sS S A Accordion Shutter System A■ ■ ■ T ECO 1 N C. ■ H.V. ■EOE W OR IV4 HV. NANIM BADE y TICCIT TESTING h ENGINEERING COMPANY American Shutter Systems i v.Ne DFsa6moN DATE DRAWN BY:LC. `:O��, � t*,• A555 N.W.J6M.St.Ste.JDs.VW'N M GAADLAs,rLaIM 3316 ASeOCICItIOn, Inc. I am1J-066 7/2x1 DATE:07/26/17 Pr—:(305)671-1530.Fax:(305)071 1531 4268 Westroods Drive 2 ORA11nNG No Tf+3;/.•• I{) a� 1554 m EB wm Rest Holm Beach, FL 33407 s 7_'O$ 0NA ENG 5d --TEE A.11 Jr.flE. r5 F.CA Lit./41167 5 SHEE- P .EI- SiFlliM RE/DATE18 CONCRETE ANCHORS POURED (SEE SCHEDULE ON SHEE"7) RtnllsslElD • CCG"e Or CONCRETE ANCHORS E%CE�r SLAB IF _ ALL POINTS SOLID SET)O 6" '��•• E. D.A APPLICANLE .. O.C. (SEE NOTE tON SHEET 5 POURED CONCRETE OR FOR LIMITATIONS) • ._E0�t t REOU11CONCRLT BLOC4 ,"'„-•-+�r -1/4^0-70.3/4'S.S. �� •` ''1/7• rFQ--FQ- MACHNE SCREWS USING •I.• - �f/ 1/4'-70 MITES S O.C. 177 3 00 V Ew53 NG I _ ____ MIN. E.O., 1/4"MAX. GLASS wx$LWA�TI I -o cuss OREXISIM (XASS I V I I v ® m CUM CEILING MOUNTING INSTALLATION EXISTING tw a stet p I GLASS O I i 1/4-0 ITW WtXX IAPCON W/ADVANCED IHREADFORM i 11101. wN.srvuuno I I TECHP OLOGY OR 1/40 POWERS FASTENERS TAPPER+ fsEx ANCHORS W/ 1 3/4"MIN,EMBEDMENT O 6"O.C.FOR on 5•ER 5) I': I O NX+ ®• UP TO 6' O•SPAN AND 4'O.C.FOR SPANS LARG-M THAN 6'-0"UP TO 7'-6"MAX.APPLY SE&ANT AT 1 EVERY FASTENER HEAD(tt✓.)(SLE NOTE tON 5HELT 5 EXIS'TINC .� I I 1/4"MAX. FOR LIMTATIONS) `� '/p' CUSS J CONT SEALAriT—` -/1043/4^HEX WASI-IER HEAD ALIERWTE ^'I a/s' TEAL SCREWS a 9"O.C. . 1NCKORS /4"O 20.3/4•SS WS ©LOCATION ^(sEE SCHEOUCErEON SHE7`, I ` 1/4^4-40 NUTS e , n.c. EXISTING NON STRUCTURAL EDGE OF I T/2SLAB W .1.- EDGE b 2.00^MN.• .SOD- WALL TRIM (DECORATIVE APPLNU6lE • -SUB IF 1.0001' ED; SILL)APPLICABLE fN. . POURED I •. •_ POURED CONCRETE CONCRErr �- REQUIRED REWIRED {.D.- L--E. D.-- - ® FLOOR MOUNTING INSTALLATION n 0 NOTE: THIS INSTALLATION SHALL BE REMOVABLE 9� KEYSTONE MOUNTING INSTALLATION WHEN PERFORMED ADJACENT 10 AN 4 E.D. EDGE DISTANCE MAXIMUM A.S.O. C_SK:N PRESSURE: +64.-72 psf OPERABLE EXIT OR ENTRANCE (SEE NOTES 81 SCHEDULE ON SHEET>7 YVIMUM SHL/1TER SPAN 7'-6- NOTE FCR COMBINATION Or SECTIONS: 77IIYr -ONS OF USE FOR BLADE 1`/y ON SHE rT ts. 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY INSTALLATION DETAILS (CONTINUED) 2- MOUNTING SECTIONS CAN BE COMBINED R,ANY WAY TO SUIT ANY INSTALLATION- ...��NSCALE 3/8"=1" FLORIDA BUILDING CODE (Mon High Yelocit MurrlCa'le Zore) IIL111 F`/�a a ri�//-_ 0 17 7L ECO.NC 2017 EASTERN METAL SUPPLY. INC. .............. 'cE a = A.S.S.A. Nv BERTHA ter S 1 L 7—c O �N Accordion Shutter System et wE w at w ►tv. wwooW a eoe American Shutter Systems RY.w OESCIIW'M DATE DRAW Br'L.C. TILLIT TESTING t ENGINEERING COMPANY ^ 4355 N.W.sem.Sl..Se.355.VIRGINIA.CAROM.RLRAA 3316 Association, Inc. 1 OLD 15-w4 J/7N/1 OAIE:07/28/17 i��A/ 4�fi8 Westr000s Drive 2 f'hene (305)871-IS3O roar (!OS)a71-1531 B' West Palm Beach, FL 33407 3 1DRAWNG 8 WALTER A.TILLIT J, P E 4 108FLORCA LIP.#-167 3 T /REO'D. MrW 51. 1 1/26x VARIES 0.035'THICK Min.ASTM M_.-j RrOUIRFT)DDLIKE -653 GRACE 40 bf..0-60 R R METAL.5103 GALV STEEL METAL STUDS AT 1*6-O.C. - ------ 7b av- 0 6 O.C. EXISTING GLASS r 4, 7 G7 Ri7c)'n M-13/41 6 1/4"x* QIi 0.035'THICK On.CONT GALV. �9 a'O.C. 6 0C I/.- S7EE1 R.CK C14ANNEL Miii A-M lVAR[_ GRAM 40 Min 0-60 GALW4M FINISH FASTENED TO STUDS W/(2) 1&1/2-TEX soom ON wrmloA -AS APPLICABI.E EXILFLoR FACE IANL SEPAR"'O'To EXISTING GLASS--(ME SCHEDU_E ON]MEET S) C9 O SFF DFTAitX FOR REQ .. 1 3/4%6 SIDE CCINNFCION_� . K -EXISTING FINISH 0.03 THICK wl�CONT =V. TO TRACKS ON SlEft TRACK CH0V*&1_CONT. A-@31 AS APP1,ICABLE GRADE 40— 0-60 Qk%%N1ZED 2 ICIT 13 (ITP.) FASWD TO SRAN W/(2) 7 ORO OR 4 Ir.1/2"TIX SCREWS ON INTERKA EXTERIOR FACE o.Q 0 -EQUIRI XI-IBLE OR&R�A) 1/4-0 TEAL SCFLw O 6,O.C. 10 REOLNIRED YIN.6'1 1 1/21 81 3 2' DOLFA F STUD j. 0.035*THICK lin.ASTM - _@ A1053 GRADE 40 Mi..0-80 C 6- O.C. MIN. —EXISTING GLASS —O�S�ING GLASS GALV.STEEL METAL STUDS _Aj_I _C_ Min, JD B.O.WALL MOUNTING INSTALLATION 21 isov-TSCL) CONT AlLIM. CLOSER DO' 4 PLATE, (LOCATE X, OTHER SIDE OF;Q) 37 1/4"s NOMINAL 1/4"011-20Z ALUMINUM SLEEVE #10.1/2 6r O.C.O10012-S.M.S, 0 1 C. 0 16"o-C. 0 _I, J0__/ �*n 010--/ 7/4'0-20 '"READS @ 114"0 ELCO CONSTRUCTION I OR(¢)OR PRODUCTS FAB-LOK HD END INSTALLATION INTO METAL STUD WALL INSTALLATION DETAILS (CONTINUED) SCALE 3/8_=1_ SCALE 3/8'•=1" -1011101— FLORIDA BUILDING CODE (Non High VeloCity Ifurr;coie Zone) PL. 71,Q __ 02017 Tr TECO,INC. 0 2017 EASTERN METAL SUPPLY. INC. ,#N�S; ............ /11 %. ✓ BERTHA H%rm IL ECOIN�. ASAccordion Shutter System ,S.A. KV. BAX 03 W/CR W KV. VANDOW SLADE Shutter Systems REV.N. DATE I DRAWN W. LC. i TILLIT TESTING III ENGINEERING COMPANY American Association, Inc. 5� )7/n/Ij DATE.07/28/17 TAT 61M'IN �.3L,SIN.3W.��GIRD106,FLONDA 33169 (3C5)G7I-15X.F..:(305)871-153, 4268 Westroods Drive 2 DRAWING No -N01 to-8cmi,,— West 'al- Beam, L 33407 .... .... 0- WALTER A,TI0006719ILUT'.Y.E. 10 4 17- 8 FLORIDA Uc.1 44167 5 SHEET RE _;ZjftM;DATE, 6 10A, OF 18 SEE END WALL CONNECTION INSTALLATION WITH OETANS ON SHEETS 19L 13 t 16 Q. � V BLAD W • SEE NOTES ON HV LOCK 1 O ALTERNATE LOOKS OR HV CENTERMATES & ON SHEET 4. OUT 1 N-1 EXISTING GLASS SCALE 3/8"=1" ♦ SEE L'MffATIOVS OF USE FOR SEE END WALL BLADE 1A10N SHEET III CONNECTION O I DETAILS ON SHEETS 10A. 13 R 16 2 OROORU+OOR�- r-- OR OR®�1��ORO+O ON.yip �+ r WN sEP11M�� a T/2" MNTO GLASS (SEPARATION 9 ORISA1 OR ` ARATION w/INCLASS LOCK TO N/007510E LOCK TO (SEE ON SNEEr 5) OR TOSCHEDLXFS MIN �A55 ®+ (SEE SCHEOOL£ (SEE 5GKDALE 1-0 (SEE SCNEDUES EET -.Y ��JJ" ON s1EE7 s) ON SH5 I N 1 (MNMRIooN sHETT s) I T SEE END WAIL CONNECTION DETAILS ON SHEETS 10, 13 & It9 1 OR®Vg ORLI� ^ ® O 13 i i `fi�Z1 R� -� OR OR Li i 1 OUT (EXTERIOR) E%ILWOR) i� SECTION AT END� SECTION AT OPPOSING 11 SECTION AT SYMMETRICAL O - CENTERMATES WJ LOCK (DIRECT MOUNTS CENTERMATES NJ LOCK ro �§ 1 N srf Eln Ww 2•.2•.1 -N0'_ 1 1�1 OR -�7J` (6053-T61/1*TH-ALM O �O t----- $ r----- -------- ---------- w/(2)1/4 i"AL - --- 2 OR 3 OR 6 ] OR AILS ON SHEETS ro wNraTE(roP/R0T1+70 1/�' r ------ — ---- ---]OA. 13 k 16 (4)#I0`I/2•SKS WI I AT VICH ANL- Oa3 4 S. 12- OR ® O MISrPARATKN MIN.SEP ARATIONO.C.FULL LENGH. MN.SEPARATION MNSEPAPADON 10 CLASS TO GLASS .1 FIN ® OC GLASS w/INSIDE ro w/aLmmF I O OR ON ¢ + LOCK (SEE scNE0ulE5 Lax(SFE SLTiDtLFs ONLY FOR SEC ION 1D(ONL scrNEouLEs SHEET 5) ON SNNEEr S)S ON SHEET S ON SNFET 5 (BOTTOM) 1 _1 � —r�� 7 t3 A OR r © SECTION AT CORNER POST OUT (T;;�1 �3 SECTION AT OPPOSING t5« CENTERMATES M --- CENTERMATES W/ LOCK FLORIDA BUILDING CODE (Non High rlocity Hurricane Zone) NNNNNN�CR k7'k: 0"17 TILTECO.INC. 9 2017 EASTERN META SJPPLT, NC, �, -... lig-= THA H N_ A IL ECO 1NC. Accordion Shutter System ■S■ ■SA ■ KV. aAOE#3 W OR W RV.�MNDOw BtAOE y 1 American Shutter Systems R..N. DEx1N11"1,N DATE I DRAW BY:L.C. if TlWT TESTING t ENGINEERING COMPANY Nus Kr.xer..n.,sa.xa.wICN1N wNDONs.NLOaoA v1 Association, Inc. 1 nD 1S-m 7~ DATE 07/28/17 • Prm.:(3D5)e71-1530.F-:(305)871 1531 4268 Westroods Drive 2 is M-11I.W caul DRAWING No \ate ED-0005719 West Palm Beach, FL 33407 5 17— M. 08 ,� S ••,• cq I1 wAI.T[N A TLLR Jr.P,E. P.��'S tJhljRf%DATC FLORIDA ue-1 44167 5 SHLET • 11 f 18 SI HND WALL INSTALLATION WITH t SERIES 9444 ALUMINUM +SEE NOTES ON HY _T•LOCKS 21 ON CONNECTM DEWS ON (2024-T3 ALLAY) LARGE FLANGE THIN SHEET SHEET 4. SHMS 10A. 13 & 18 O HV BLADE W/ NUT"T' PART / 0820.AS MANUFACTURED BY �— -, HV "T" LOCK CE TES A"� 07054 OR EOUALPARSiPENY NEW o�o o+o 0 2 3 OR 6 7 OR $ IN �EXISTING(� & stF e10 w,ui FxisTmra OR®OR®+O OR q)-5 SUBSTRATE SCALE 3/8"-l" CONNECTON MALS ON I i-------------------------------- -- ------- OR 2OORO� O � T - T- 7------------ i 2 3 6 7 OR $ 1 EXISTING GLASS ® @-(3) O O T/2� Mw. SEPARATIONTS wN.SEPARATION MIN.SEPARATION DR OR + Ok(``T f�,y � TO MASS W/OUISIOE TO CLASS W/SDE TO O1A55 uel.SEPARATION O LOCK(SEE SCWJXLES LOCK(SEE SCHEOU(ES (SEF SCIEDULES r0 GLASS N 3 1/4' ON SHEET S) ON SHEET S) ON SHEET S} 1 I N (SEE �S S �n1 — — — 27 27 9 :��_-Fs 26 26 14 SECTION AT END OUT 10 20 OUT — t/4'•-20• 1• I/2•MAX. SJGK— (DIRECT MOUNT) Ss.Ms.w/1/4•0 < TIO 'T' ® $Eam AT S1 ACK DETAIL SIF APPUCNtE) MCL sLPAiI-U To ctAs s/e`aNNt1r t. 21 CENTERMATES W/ LOCK 1 V r-EXISTING GLASS -(SEE SCHEDULE ON SHEET 5) -------------I---- -------- --------- -- 2 DROOR 6 7 OR�-., ------------- - -- ------------------------------ RATION O O O O+O 8 112'- ____ MN.TO CAOR BS U J J (SM ;; O I N 4 INSTALLATION WITH I- s 1/4" 5/8' I r- __ 5/8•------ I N 1O HV BLADE W/ HD CENTERMATES SCALE 3/8--1" O9 23 23 11 22 ; 22 i OR r OR **SEF NOTES ON HD LOCKS®ON SHEET 4. OUT ss 2g (2�4 22 �� 2g 24 23 17 ACTION AT END (DIRECT MOUNT) NN�N,,,,,0 .SECTION AT SYMMETRICAL HD LOCK OUT NN FLORIDA BUILDING CODE Non High Velocity Hurricane Zone T1N�Py ��' 02817 XTECO.INC. c 2017 EASTERN METAL SUPPLY. INC. �P�► VCENgF•..'�9: HVTM 1 L E C O MN:. A■S■S■A■ Accordion Shutter System #: * N.V. a eDE13 W OR w KV. WINDOW BLAIX IC7 TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems NEV.N. xsa181 1v1BATE DRAWN BY:LC. •'•,• Q S]SS KW.3M.St-Ma 385.WRWVA BNI8EN5,Fl 3314 AESOCIOtIOn, Inc. 1 au 15-tl4 T/2e/t BATE_87/28/n PApey (385)871-1530.Fav:(305)871-1531 4268 'Westroods Drive 2 DRAWING No _ _-.•+�TxK -� Vtest 'alrn Beach, FL 33407 3 ED-0808718 y•�\ sse � ZONAL N WALTER A TLUi Jr.P.C. 4 17-1 OS P.E.-SEAN.% MNATURE/DATF noRa 1x /44187 5 SNE END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL♦ POURED CONCRETE SCALE 3/S'a 1ED CONCRETE ` _ OR CONCRETE • BLOCK Wµ1 REOIARED OR CONCRETE _ _ _ _ POURED CONCRETE �- �— - BLOCK WALLRE00RED POURED CONCRFTF OR ` dR cONCRFTE U . . • •,`' (STING CLASS 1/a'• CONCRLIL BLOCK WALL s• BLOCK WALL REORED CONCRETE : ro --E — �'•.•-ANCHOR o 18 C. ••`• REOUIkLU 2`VN• EXISTING GLASS -1- ---- - �M .. i Mw. - EXISTING Gunsr�--- '. . . �amNc GLASS 1 EO . .'^\ E 1/16'K3'(NIL L + 1 �'• t', I / (LOCATE LLOCA ES (!0!A-TE)COM. I •/ ALUML CL06Elt \ OUSE I"OR 2' MAX. ^F-7- 1 i DF 10) PLATE(tpCATE AT �z (As APPuueLEhz`.1/B'No'-2' I ( ` EITHER SIDE OFD) ALMMINUNI CI IP ANCI.E ( J � gtD.1/z'sM.s_. W/(1)110.1/2'S.M.S.TDC 1 / ((9t -------.� ' i1Ox1/2'S.M.S. { l� \ I `, 0 16 G.C. 0 r6'o.c. (z)1/a•ANCHORS TO WALL {` / OR, AT 1'O.C. (LOCATE AT EttIER �® SEE DETAIL X Fo ! 9 11 / SIDE DI tlJ S'OE CONNECTION I �0, I _ )` / 1 OR@ SFF DETAIL X FOR 10 TRACKS r--' SEE DETAIL X FOPj t:7 SIDE CONNECTION 9 ooRo-&(DOR® �OR ® N 2 TRACKS 6 7 OR OR®oR®+ooR 2 s OR®�C�*® oOR03 OR 7OOR® 0 000 o- OR®OR®+O OROtOOR®OR®1� OR®ORO+O UH 2 5 ON OR C7 O END CONNECTION DETAIL J END CONNECTION DETAIL 30-END CONNECTION DETAIL ® END CONNECTIOCN? DETAIL / • ONLY FOR SPANS GREATER 7lWt 72'-O' -EXISTING CLASS /-'C CONCRETE OR _ OIANED ` --..----- r `1. RETE K WALL EXISTING — j -REOUPED GLASS ------� - (tat/2•,sAls `gam - - - 016.Dr. Ds _ jc•cacyLn r/r Ia1L I Y - - - OOROOR(a)OR lvlclaR o,1 .0.c, t/a CGFtlE(E - —__ mom a 1e!oc __--- OOR� •� `� 6 8 OR • - n (2)� (Z� ----------- 2 ------- I•, r. t-r ' •2.1/N. 2'MIN, _ OORf i TOR®OH_ 1..1.[}N YIL.L_L _`OR (9 + 1:OR CA' ©OR�0/OR® DETAIL X POURED CONCRETE OR (� tO CONCREIL B_CCK WALL 2 O 3 6 7 ORO 8 RFOURFD �.- � � . SEB EIIEJNfjA FUSE FOR OR OR®+O OR 0,(5)OR ORldhl+i56) IV/1 5� END CONNECTION DETAIL 6A.E D CONNECTION DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I2+' 1tT�P.,..••"SSSS., IJ•C 62017 MTECO•INC. C 2017 EASTERN METAL SOPPLY.INC. BERTHA HVTM IA.S.&A L EC O imc. Accordion Shutter System KV. RnDE W GR w KV. WNDCw RADE American Shutter $TR1JT TESTING a ENGINEERING COMPANY Systems ,is Ys 7[3rJRgN DATEIXawN E y:L.C. �' ,t; F •y. 6155 Kw.36th.A.,Sb.A5-VIRLKUA LARMNS.`LORKA 3316f Association, Inc. 1 ow 15-01141 7/211/1 DATE:07/2a/17 nx+;-ET•jQmlr-••�Gr�-� (305)871-1530.Fm:(305)871-1531 4268 Westroods Drive 2 +<s "�1v"•' k4 .-Nwll:tiff-0-.- DRAWING No West Palm Beoch, FL 33407 3 s�akALE��'\ E8°°06�1p 17-108 XALTER A.TILLII Jt.P.E. I F1018UA LK. (N167 s SHE P.E.�S�A1_'/91GRATURE�DATE 6 13 Of 1 WALL FINISH r+--EQ.= EQ Z=MIN,_ l '= 1/4'9 TAPCON OR TAPCON W/ _ _ -EDGE 4'.8"(Nn.) EXIST:NO —_.�.... ADVANCED THREADFORM TFCHNOLOGY (IT APPLICABLF) WOOD BEAM REOUIRED. +.' I W/ 1 I/2•Min. PENETRATION OF STRUCTURAL ADEGUACY .• I EXISTING WOOD Q ED MRFilOED AREA TO E%�STRNG WOOD - OF E%ISTIr.IG KO00 1#ADER (SEE SCHEDULE 0±1 SHEET 8) ' TRUSSES OR BEAM TO BE CERTIFIED RAFTER 0 24" BY REGISTERED 1/2 1/2" O.C. REQUIRED ENGwFLR OR ARCHITECT 70 FI SHUTTER INSTALLATION. - -..-_ZVZCE EARF-APCORM ON w/ _ 3 ®0. ® __ TECHNOLOGY W/ 1 1/2-M:I. - -2. ___ 3/4'EXISTING SOFFIT -ED EG-i, PENETRATION OF THREADFD AREA NI N. 1/4"0 a 3/4' 3/4'Max.THK, t 10 EXISTING WOOD 1 )I T1I4• ITN BUW.OE% _ _ I•x4-x1/8"Cert.ALUIE TUBE SCHEDULE ON SHEET BEAM. (SEE _ MAX. ILK SCR (806]-T6 ALLOY)W/(3)5/16-o LAC O.0 .T SCREWS TO EACH RAFTEri OR TRUSS- u i L LOCATE LAG St3IEMS AT WD1910rH Of ,! OPEN HALE AT EACH 2 EXISTING WOOD MEMBER. (2'1An. 1 4` � ♦ STUD To ACCEPT NOYMA WIDTH)w/2"Mi*. / E)CSTING IMA%. EXISTING NDN. 2'Xt ! �`I CH 5/16"4 UG SCREW 1/.' PFJ4ETRAROq OF RICADED AREA.VALID GEASSI- I WOOD NEMER ! !1 EXIST,NQ_ REQI.WED I I AT CEN�R OF TUBE- -` !I }MAIL FAOSRD.DESIGN LOM AND 5�-MAY. GLASS I EX I SPAN.THIS IN51ALLATION IS ONLY VALID I FOR WOOD W/WIN-SpEcinc GRAY TY L .., w.RAr1oN ro was + I I O OR ®♦ -(SEF 1c�LRULs al —Say- I I I GI ASS u OF 0.50 AS INE Na. .O OR E.IL SOUTHERN PMIL NP.2.OR EQUAL. ! i� !'sv c •1 10 OR /l A\ �1 Ss 11 j i WALL CONNECTION AT TOP — --� �`F�J i 1-1 �YI HOLLOW CEILING MOUNTING INSTALLATION _ � SOFFIT MOUNTING INSTeI I eTlnw OR-01 Md%IMUM DESIGN SHUTTER t62 psf MAXIMUM SHiIURER SPAN B'-D• ( Jr. - +w so4A.rX�N 10 awls I I EXISDINGLAS ;SEE SCtiAnis aN SKR�; _XISTII I WOOMI.1aAMIlOn m awss V WOO CONT. ,almuFn a sNETI 5>- ! ! YIN.eFFAMigr IO ! ®. GLASrS� D PLATE .I /1♦ aisl�r 5,. OR ! REaro— WALL ! 1 oR 1 I EE FINISH.I ! (SEE NOTE t T�SHFFT 5 EX511N I KILL— TT/i ! ( FOR LIMITATIONS) GL/LSS I r-I II IN1SH MAX. AL'ERNATE- OR 1/W�MAX. - .- 1/4- ANCHOR u I Max' LOCATION 3 DR 4 ORl� I HEX LO _ LZJ ' R HEAD'EN mux 1/2 ..�OR 4 OR ® 2"x6'MIN. SCREWS 0 9"o c 1/4"0 TAPCON OR TAPCON'Wj DECK REO Lc. •`AWANCCO IHRLADFORM TECHNOLOGY 11/2- 1/4.4 TAPCON OR TAPOCN W/ADWINCED (No I IHSH ALLOWED) - W/1 1/2'Min. PENETRATION 01 I TL66ADFCFIM r--aiiOtccY W/1/Y Mn.PENE7TL1TK111 TIWEADFD AREA 10 E%ICTINC WDOD OF T1d AffD AF6A INTO PLYWOOD.(SEE NOTE 1 f -- PLATE(SEE SCHEDU_E ON SHEET 8) ON SHEET S FOR LIMITATIONS) EDGE OF DECK ^-- -�'—--- RATE CONT,SILL 1 t/2"MIN.COX PLYWOOD REO'D. 'r APPLICABLE APi�lCABIE V EXISTING MIN. 2-.4'SUDS O 16.O.C. 44 WALL CONNECTfON AT BOTTOM MAX. RFD'D, PLYWOOD TO BE ATTACHED 1/4"f IAORrCON OR No CO w/ 2-Mir. 2`� SE TTLD$ N AOF THE F. WITH THWPENETRATION OF THREADED /AREA?INTO WOOD Ems: SECTION 2308 OF THE F.B.C. 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY $© WALL CONNECTION AT BOTTOM DECK. (SEE SG1gDUlE ON SHEET 5) 2-MOUNTING SECTIONS CAN BE CCMRINED IN ANY WAY MAXIMUM DESIGN PRESSu;q t62 per 6© FLOOR CONNECTION TO SUR AMY INSTALLATION. MAXIMUM SHUTTER SPAN 8'-1:' .SEE JMlTAT10NS OF USE IDR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS BLADE oN SHEET 16 SCALE 3/8-=1" FLORIDA BUILDING CODE (Non N. h Velocity Hurricane Zone ER A. r��%- C2C17 71,1100.FIC. m 2017 EASTERN METAL SJPPLY.INC. F,y A.S.S.A. BER te M Accordion Shutter System *: H.V. aAX W OR W H.V. VAINDI IN MADE r TILLIT TESTING k ENGINEERING COMPANY ARIKICCTI Shuffer Systems aY.FF ascWlrrnM DATE DRAWN BY:LC ST,�� * 6\51 VV ]6M 51..Se.7Y5.VRCWK 4�p�.r,—S A—lotion, Inc. t ao is ne 1/n/1 DATE:07/26/L7 (3os)e71-530.Fax:(706)571-1531 4268 Weslroods Drive 2 •,ORIUA•., ���.' LB�1Q�^ West Polm Beach, FL 33407 3 DRAWNC No �� O ..........[E\[� WALTU A TILT Jr,P.E. 4 17-108 ?.E.SCM,��76r6LI{`l7{RY/DATE FLORA I c. 44167 s SHEET W 14 OF MAII FINISH � .. 1/4"0 1APCON OR 1APCGN W/ uAWMIGED THREADFORM TECHNOLOGY �. W/ 1 1/2"Min. -t NFlRATION OF - THREADED AREA TO EXISTING WOOD w.SEPAKATaN TO i HEADER.(SEE SCHEDULE ON SHEET A) (SEE 5CHEDWALS `I' X1/4'0-20x3/4•S.S_BOLTS W/ ON SHM s) I 0 7 h WASrtR O 9"O.C. i EXISTING _7/4`MAX. GLASS MIN. 2 /V� 'r6'MN.WOOD S Ww DECK REOUNIED M ��`• (NO FINISH ALLOWED) EDGE i LI DEC.-) _�--•— - `DECK IF OF f F APPLICABLE -1___r—'— — _—— ��.----- APPLICABLE EXISTING MN.2'.4` O �_ WOOREOD ( i 2` 1/4'0 TAPCON OR TAPCON W/ EXISTING W50-Aftg 1 10 i I ADVANCED THRLADFORYI TECHNOLOCY G CSU lbw 6) I THREADED•AREA fTIM DUSTING WOOD DECK. (SEE SCHEDULE ON SHEET E) . .. -2"MW.—.. ® WALL MOUNTING INSTALLATION ® 1008 CONNECTION EXISTING -- - '1--- EXISTING ._-. GtAS I 1' O G E F•N SEPAAATKN 10 i w SETNMTON TO (SEE i Q/K5(SEE SL2[DL'IM �ON SNFET Sl I I OO ON SIffLT M wALL— I I I wALL� 5� /s•.W l.J nN15H' I I FIMSN/ _L IJ { 2 EO i I y:ru EO L' uln. 1/4'0-20.3/4-S.S. BOLTS w/ EO E l NUT A WI 9'O.0 1/419 TAPCON OR TAPCON W/ 2 1/Y^J A019NCED rHREAOFORM TECHNOLOGY /1�-F.H. S.D.S.O 0"O.C. ! , W/1 1/2'Yin.PENETRATION OF THREADED AREA TO EXISTING WOOD 1/4-0 TAPCON OR TAPCON W/ - —PLATE. (SEE SCHEDULE ON SHEET S) AUVANCED 1HREADFORM TECHNOLOGY W I 2'.4'CONT. SILL 1 1/2"Min_PFNFTRAJION OF THREADED L2'.4-CONT.SRL "W�FINISH PLATE REO*D. MFA 70 EXISTING WOOL PLATE (SEE PLATE REOV. SCNCO'.IEL ON SulCl 8) 0® WALL MOUNTING INSTALLA ION WALL MOUNTING INSTALLATION ll-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING KNOM G SECMS CAN BE COMBINED N ANL'WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TO SUIT ANY INSTALLATION. tAAAr���� SCALE 3/8"=)" FLORIDA BUILDING CODE (Non High IIIlGGit Hurricane Zone NI04",Wk. .• •r, 92017 02017 TILIECO.INC ®2017 EASTERN METAL SUPPLY,NC. �1 T `C uGENs 9 ' BERTHA System1LEOss e A■S S■A■ RV. BADE 03 W CR w o KY. VANOOW BADE •Q /�(/•� American Shutter Systema 1xV.K. KSCR NaE NATE wwN Ori L.C. �, TI WT TESTING A ENGINEERING COMPANY STA OF 6J55 vW J61F SL.Ste.305.NRGUA C~5.FWRIW 33, Association, Inc. 1 au 15-000 7/2Ey1 WE:07/28/17 hon. (303)671-1530.fm:(J05A71-1531 4268 Westroads Drive 2 '•.�U �L; • •-n.o�l:c:nxoew<a„ DRAWING No s RIO �. Lb-0006719 West Palm Beach, Fl. 33407 s �,-••••••••• - `�,,� WALTER A TYLER L.P.E. 4 17— 08 ?.E.•Sf_ON�,j T�r DATE FLXroA Lc.r s SHEET W 13 OF 18 END INSTALLATION INTO 2"x4" MIN. WOOD STUDS SCALE 3/8"=t" 2'x4" MIN, WOOD 2x4"MIN. w000 •- _ SIUDS REO•D. - __2"x4" MIN. WOOD _.——STUDS REO•D. / + 2'x4" MIN WOOD ; /\ --` STUDS RFO'D. / / + S1/4-0 REO•U. j \ I/4"P TAPCON OR TAPCON 1Y/ - 1/4'0 r OR r�ooN w/ \ I. ADVANCED T!eREAOf ORM / \ AD+VeCLA MiFA0T01M IEON100Y FF JJJ ICHNOLOGY ANCHOR O 6.O.C. _ANDNOR 0 6'OC w/1 1/2`MN. W/ I 1/2"MIN. PENETRATION i �\ PMETPAI04 INTO SILOS OR w/we INTO sru05 OR w/Mw. 1/2- 1/2'PENETRATION 10 1/2•CD EXISTING RY&ON)F NO"JOS EXT. / \ �< GU,55 I/Y IK Y PENETRATION O 1/Y COX ^-.-- / GLASS \ � KRAa4 PLYWOOD iF NO SPUDS EXIST. GIgSS cuss G 1/2'ra COX_ ` / - /r Mrv. cox ( _ /Ex Ss Pulam ZLI ' S5- .J::' - .t 4Nu v?C�±A��r.. r•P":t*f+') „K •'•'r i'M.. S' -�. y� t.•. MIN.COX 1 ly { (10(:ATE AT y1i- — 1/18'x3'MAX, OUSE I"OR 2'MAX. �I/ PI rWOfN).- WA.L-_ 1 { EITHER SIDE��� (6063-T6)CONT. nr1ISH (AS h�PLCA6LE)x2'xt/840'-2` / FINISH I OF R) z ALUM. CLOSER x ALUMINUM CUP ANGLE 1 L �T A P SNOC \ (6063-T6 ALLOY)AT MIPLATE. (LOCATE DHEMHf OF 4 ) (1) /10x1/2"S.M.S.TO 9 1 /10x1/2-S.M.S O 1 1 "0 TAnCONS ANCHORS TO 1 / ---- — I WALL AT I'CC. (LOCATE AT Ota'O.C.O }1Dx1/2'S.M.S. + OR 1 __ .__._ EITHER SDE Or;§ SEE oETAL x Ford: SIDE CONNEcuoN �✓' 1 SFE DETAIL x F TO TRACKS C �l t` / -{��7\) � SIDE CONNECTION T(OR 1` OOROOR 6 ] OR G® OR Y SEE DETAIL X f OIL- SIDE CONNECTION ! / �J GN\J TO TRACKS9 I �/ OR(R OR +O oR 2 rJ TO TRACKS _ I J 10ROOR V 7 OR@ OR1 4 1 O END CONNECTION DETAIL\4AJ1 END CONNECTION DETAIL �OR@OR®+ S&Rq+Q 1/4"0 TAPCON OR TAPCCN EXISTNG GLASS 24 w 4-M,N- DOD END CONNECTION DETAIL W/ADVANCLD THREAOFORM _ suns RED•D.- -_Lxs-i,,,_ ® END CONNECTION DETAIL TECHNOLOGY ANCyORS W1. r-------- I/4"0'ADVA N OR TAPCON w/ _________——_ _ t;�� 4 REQUIRED ONLY FOR SPANS GREATER THAN 1)'-0` 1 1/2"MIN. -CNETRATO '� ADVANCED TMy'I 111,ORM I /10111/$ S.M.Ll SEE La11TAON S OF USE FOR O 72' C.C. TCC•iMIN. RL ANCAIORS'0 1 1UC 016 O.C.- 91AnE©� SHEET 16. MIN. PLnfTRAT10N O 12'O.C. L/2' � I ' ��` • � '`gam -(��q,/.�- , L(1"OOR®OR �- - - - - -_ A 1 VIN 7 ` \ _ -` u ' _ 2•MLN. 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OF TIL IT TESTING k ENGINEERING COMPANY v FA1c Association, Inc. 63SS nN l61h Sl,Ste.l05.N4C'NM GRCf]I5.FLORIN 33��� 1 40 I5-088 7/76/I DATE:07/2e/17 Q rye OA Ne V one:(3C5)871-1530.Fax:(305)071-1531 4268 Westroods Drive 2 DRAWING No `a dNN 4 0 fife ft cpm West Polm Beach, FL 33407 x �,\"y,'p,.,11 wA..TE,A TILLO Jt.I'l. 4 17-108 P.F 0•'AL0410 /DATE FLORICA Lt./44167 a SHEE- • 1t OF 18 - p,t&75" 12'MK O 0.0625" ! - 0.0625'" TD 6EADE Top 1 A J . - 7 " fm —� - — HIV WINDOW SLADE 13 SECTION X—X / \ 0.0625" SLADE'S- 3'4 OPENINGKNUCKLE (rYP) I 1 x.7..1 \ / 0.0625' = POLYCARBONATE SOURCES FOR .38 --E.a-+1•--E.Q. R1.1.7500" �� TYPICAL rRopERnESurLlcnaF SrulwxD j ,REsuLr / REFERENCE \/ wMua f191_(_ y 10x1 X it _{NV wpew ( T /\ 1 / -i ", 1 SPECIFIC �,r,,,, ASTM 0792 0.043 Ib/iA' 0.043 IblrW 1.3750• TENSILE YIELD SNRENGTH ASTM 0639 9.x00 p.s.i. 9.500 P-L 02.8750 -'�i FLEXURAL/ \ ` �/.../ E%uRAI STRENGTH AT`HELD ASTM 090 7 ( 12p.s.i. 13.400 p.s.i- .500 FLDfURAI VODULUS ASTM 0790 340,000 p-aw-+ 343.000 p.S.i. IMPACT. \�\ //L _-_ __ NOTCHED 200 I ASTM 0256 10 FT-6/In 17 FT-lb,," �� n_ft BURNING CHARACTERIS T.; SMOKE DENSITY ASTM 02843 I 47-2 S 545 x MAX, ♦ - f^7 RATE Or BUNG ASTM D935 C-1 CLASS C-1 CLASS 3.0000' RO `_ I E. -', �03.7500• SELF��1ON ASTM 01929 � 1040-F neo•F 2 7/8'MIN.Cl FAR 2 1/4'CLEAR + 5 3/4' ATHER ASTMG155 SEPARATION NINNCSGS Bi KEEN TABS ON CENTERS TENSILE STRENGTH AFTER WEAII�LRING ASASTM638 i 9302 p.s.i- &AOC OPENINGS I- -- - 0.7500' 1TENSILE STRESS BEFORE WEATHERING ASTM 938 9461 p.s.i. 8860 p-i. i \ 3$ POLYCARBONATE IMPACT RESISTANT HV WINDOW — -- —-------' BAYER MAKROLON 3103 POLYCARBONATE \ /+ RLSINS, UV—STABILIZED GRADE EXTERIOR ELEVATION SCALE: = 1" 112'0 CLEARANCE E BOTTOM EDGE TYPICAL Cl& HV WINDOW BLADE #3 AND SCALE: 3/8"=l" POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE Non High Velocity Hurrico-ie Zone •'�4.••••••��r Z 02C17 TA.NLCO,INC. dr'2017 EASTERN METAL SUPPLY, INC. y�PBERTHA HVrm Accordion Shutter System i KV. BLADE#3 W CR W KV. WINDOW GLADE American Shutter Systems REV.w DESCWPnm, DATE DRAWN BY,L-C S7 TIL11T TESTING k ENGINEERING COMPANY OF U 5 N.W.J .a.Sle 305.NRCMu UAp[P15.FLoRoA 331 A6EOCiat�On, Inc. 1 wn 15 Des 7/211/1 DATE 07/28/17 • [A[ GAmn:(305)8713530.Ica:(395)971-1531 4268 Westroads Drive 2 4 z<OR10,.6\a,I�[1 •-c 9a:Tn•�oo West Polm Beach, FL 33407 3 DRAWING No !tl-0006719 S ••• , WALILR A TIWI,,.G.E. 4 17-108 FLOROA GI.B 44167 5 SHEET P.F. SFAI_ i 71ATURE/DATE 6 17 OF 18 • MAI Gf?IERAL LeE1rATI0DIS AND CDNDLTEDNc OF L_tCF FDR BERTHA © ® 2 3 4 HV BLAOIE SYSTEM WORKM IN — t 7 I.MAX.A.S.D.DESIGN PRESSURE RATING: 462• -62 P-f. 1 2.MAX. sNUnER spw 107'.6•-I1'O 462. -62 psi MAX. SHUTTER SPAN: 114'.9'-6'O 455. -55 psi 3.ALLOWED MOUNTINGS: 1.2. 7!6 ON SHEETS 9 e 10;AS WELL AS YNGYU4 MO'RMQS IW. 2W.3W.4W.5W a GW ON SHEET 14. 6 _ / },ONLY Po�MTESS ® T� LAYOUT ®OR(2)ARE ALIDWED WITH 1® 1, ElY. HV WINDOW EVADE/3 SHALL ONLY ALLOW A MAI IMLIM OF S C. (3h HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 17. ALLOYED AWrTSHV (B)MN.CLEARANCE FROM TOP OR BOTTOM EDGE OF©HV WINDOW SHADE#3 WINDOW BIADF 1s C C OF ANY 3'0 HOLE FOR®SMALL BE 12'. MAXMOY (C)FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE OA SHRITTFN SPAN HN WINDOW BLADE/3. SEE LAIITAT101N NOTE 2 (D) ®HN YHbOW BLADE 13 MUST BE USED ALTERNATE TO A SOLID(D HV itp BLADE 1.3 THROUGHOUT SHUTTER'S WIDTH. (E)CEXTERMA7E5 SMALL ALWAYS BE INSTALLED ED ADJACENT TO A SOLID tOHV p5q MADE 13 AT OTHER SIDE OF THEM. (F)POLYCARBONATE W WINDOWSHALL BE NSTAUED SO TABS FADE SFE rm —1 THE INTERIOR OF THE OPENING PROTECTED.HN WINDOYI 1,54 MUST E CONNECTION ON SHEET' 6 ONLY ANCHOR AND LOOKED LH9NG A W SETTING TOOL PROYM BY ASSA. 13 h 16 1YP. FULL HEKNT. U5, IMUM 6.SEE ANOR SPACING SCHEDULE FOR INSTALLATIONS MRO WOOD TRAM tMNM"ON SHEET B.AS LIMITED BY SPAN ANDDESIGN COAD(SEE NOTES I t 2 ABOVE). --7 7.SFE ANCHOR SPACING SCEOULE FOR INSTALLATIONS INTO POURED OIL IF— . CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6 R 7 AS LIMITED BY SPAN 2 6 (SEE PLAN k OR RE���TS) I AND DESIGN LOAD(SFE NOTES 1 k 2 AHO.£). TYP om WIDTH 6. SEE AeWNUY SEPARATION TO CLASS ON SHEET 5. ELEVATION T CEN1FRWils @-G W/ 61. PLAN_. 10 TYPICAL HY BLADE #3 WORKING IN UNISON WITH IA) HV WINDOW BLADE #3 SHUTTER* N.T.S. AAu.i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 1H,H 1'��ER ...............T/�% 82017 TRiECO,NC. ®2017 EASTERN METAL suPP�Y. INC. P ,� BERTHA RW GE •.•IS,i �+ �+ /� IL ECO INN:. A■�7.�7■N■ Accordion Shutter System i KV. sAOEW/OR W/b HV. WINDOWdAOE ��,►.f/� �. TIWT TESTING t ENGINEERING COMPANY American Shutter Systems Acv.Na DESCRIPTION DATE DRAYx BY.L.C. ST,�4.�F m5-mw. u ,� ,� o Association, Inc. 1 ao 15-M T/Ne/IL17- 17 E[ t.�V, (305)e71-15W.Fo.:(305)671-1531 42 E8 Westroads Drive 2 DRAWINGo -•�LS' .�OHID*:' trL r EB-o0as719 CO" West Palm Beach. FL 33407 3 N�ON••••••••���+NILHL WAITER A.Tun Jr.P.E 4 7P.E�" IlJI)/�ATcFLOROALie.j 44157 S NJR