Loading...
HomeMy WebLinkAboutProduct Approval - Accordion Business • Professional Regulation r�r - SCIS Home I Log In I User Registration ; Hot Topics I Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search r dFI rids //�� b Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 ^�� Application Status Approved FILE 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 Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. IZ 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- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 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 FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-I1" Created by Independent Third Party: Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top 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 Evaluation Reports locking rod configuration for the HV3 blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison. See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top 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 Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Parry:Yes Back Nex[ Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::AccessiDility 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: GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALRY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A-S.D. DESIGN WIND LOADS AREA 1: HV BLADES(1J BE BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED IN THEIR SYSTEM COMPONENTS 1 20 SHEET 2 ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEWACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER IYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL -HV RUDE G 0021401-03. /0715.01-03, /1004.01-05, 01214.01-05. /0317.02-06, /0609.01-10 AND /0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AREA 2: HV BLADE(b AND HV WINDOW BLADE U AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3)& 01220.01-10 AS PER TAS 201, 203& 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE © 00505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE I.FVEL D. WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND / 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE Qi AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA KV ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014x2.75'AND 014x1.75' RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kai TENSILE STRENGTH. PWS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS MN SHEET 9 COATING APPLICATORS, RFCISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE RV MARKING ON THEIR HEAD 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 MID 3 MINIMUM YIELD STRENGTH FOR 8063-T6 ALLOY IS 30.0 kai AND 35.7 kai FOR END CONNECTION DETAILS 1-8, CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411 3 3.4 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET U 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1D 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(D&® WORKING IN UNISON 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAIIS 7-12 & X. WOOD SHEET IS 8. THIS BERTHA M.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT 05'458,179 ISSUED 10 EASTERN METAL SUPPLY, INC. AREA 3: HV WINDOW BLADE 17A ONLY 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: WRING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HO CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. AREA 4: HV WINDOW BLADE 1)ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (o) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SFLFCTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity HJrricane Zone LI1N�� /T�S .2017 nITECO,INC. (52017 EASTERN METAL SLPILY, INC. BERTHA HVTM A S S A Accordion Shutter System L E-co . H.V. RAX /1 W/GR W/O KY. 1MNDDW OAX r 1 ; * y American Shutter Systems EV.No DESCRIPTION DAU DRAW BY: Lc AfLt F/ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. OLD 15-e85 7/27/1UTE: 07/27/17 AA a]IS X W.Jam SL,SN.lOJ.NAOM DAAO%d.ROAM 331614268 Westroods Drive 2 Phone (305)a71-1530 .Fo.:(305)671--1571 DRAWING No iE`//.�'•-.�U►41v'.•' L4 a-moI: Lalecosoo�..om West Pclm Beach, FL 33407 J [s •••••• �'yEk,A� F0 EB-0006719 4 "-107 - V�O{IA1 E•`_ NI1 WALTER A TILLIT Jr.67 SHEET P.E. S`F1ttFfS{iF>06RE/DATE FLORIDA L`. 44'67 s a 0 r3'•tOR•3100•etAeE® • QQ YA1itE5 1.4 " •�. � $ 4Oi • 4'' g _ S� Max. 1 1 •� � 1,;�9--, .. i 4,371 rzz; 1 HV SOLID BLADE HV UNIVERSAL FLOATER ° HV 90'�t80' STARTER FOR COVERED UNDER LS PATENT It 5458179 QUALIFIED FOR USE W/ HV BLADE�1' 4 HVBIBL.ADE D USE W/ 1O HV WINDOW BLADE• 6005-T5 ALLOY AND TEMPER OOUALIFIED FOR UrSE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS Of USE OF BLADE '""��ON SHEET 19 ALLOY �ry _ 6063-T6 ALLOY 'l) TEMPER .37• 6063-T6 ALLOY AND TEMPER 26 1. .124' .1m. `"• g70" 3.556" ) .994' �• . 70 26' 0 724.897- 842 •g it Nj X411 • ry 81 .092" ry n N o --------------------------\, (7)HV ADJ. ADAPTER W/LIP - 4 4 - u I - 0.7- yY26- QUALIFIED FOR USE W/ HV 'g HV WALK-OVER TRACKB2D �- BLADE CI — QUALIFIED FOR UX W/ HV C9`IHV TRENCH TRACKIf-. -ass_• 3 750• 6�HV ADJ. FLOOR TRACK 6063-76 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ NV 6063-T6 ALLOY A TEMPER BLADE n ONLY. (10 HV RAINGUARD BLADE I; 6063-T6 ALLOY AND TEMPER vQUAUFIED FOR UE W/ HV 6063-T6 ALLOY AN2 O TEMPER VARIES _ "1 1�-_1.936• BLADEAT VARIES 1.936" 6063-T6 ALLOY A D TEMPER n ox. 1.917" ax.l 063' _ 0 .i 83" •� .083' �._��L .DI _. $I ••� I rx 1.r .12• •670 _ .093' 1 8 60• � n s �•. •cpl i 670 1.666* a NSI .670 3.529" ^} 3.520" L - SZp 11 HV CEWNG HEADER 12 HV HEADERISILL (13 HD CEILING HEADER/SILL _ —� Ol7A.LIFIED FOR USE W/ NV BLADE(1,;ONLY, QUALIFIED FOR USE W/ HV BLADE;DONLY - HD WALL HEADER/SILL TY'" 6063-T6 ALLOr AND TEMPER— QUALIFIED FOR USE W/ HV BLADEII SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. --- QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLAOE,�1I ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B TI T2 X Y t r YN X Y IeN t 2' 2" 0.125- L_ t' 1' .cw 2' 5-MAX. 1/6' 1/e' '� 3• 3" 10.090• 2' 5•MAX. 0.192- 10.192" ` X 16 SIDE ANGLES 2p CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 1:02.5- 7'MAX. 0.190'(0.190- QUALIFIED FOR USE W/ HV BLADE I i) QUALIFIED FOrR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER BLADE`,ONLY. 2- 5-MAIC!0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-76 AHOY AND TEMPER tI FLOp% BUILDING CODS(Mon Niqh VelocityHurricone Zone 1111ll {,.........�/•/��� D7017 RTEIb,INC. C'2C17 FASTRN MLIAL SUPPLY, INC. 11� ��CEWSF�l - — BERTHATM ASSAAccordion Shutter System . . . . KV. B1ADE#1 W/OR W/e KV. WM W BIAX Q /�� •� TICCIT TESTING h ENGINEERING COMPANY Amer(con Shutter Systems PTR DATE ORAWN BY-. I.C. TATE Of r 63M N..xu.s1.,w.305,vwcrvw cAAOERs.rL9PIaA vI Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 Q-- t Ph.n.:(30s)an-1s30.F..: (305)871-1531 4268 Westroads Drive 2 DRAWING No c •,�Qf�14 •-�+ 1{It«.e..'. West Palm Beach, FL 33407 2 -`s[� .• tt ES-0006719 4 • I y//�••• \6� 11L WALTER A.TILUT J.,P.E. V ([k�IP FLORIDA lie/44167 5 SHEET P.E�;O , �J1A;�</DATE y OF 6 ♦.660• g —_- . �— IS+HS1'-N2F0I.D+/" T 1 DIE usr HRaD Hs,N 7uEL}57 g �, .743' G f /4•-20- z 293• _ o PAMRD THREADED i -DIF UST of Y (2 ETP.) 1.EOI Ico •'� � � i• 7 I v, O_ BNCED Pa N1E0 j j-6I ` • • 9 L ^I 1 _EGRMNOB IIPN 1 06.x• .062• n 2L � 1.325• 71 i R,4 T-1111, -(CARS L(CHM1 (CARS E-LEN 4 1 •RR oQ ^ �� ue� p Ed�� (CNROVE'uTEp? 21 HV CENTERMATE '. J ,37s '—r� ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE�i J'k �A ONLY _ 6063-T6 ALLOY AND ILMPE9 OUkI6ED FOR USE W/ HV BLADE I k A,ONLY �-1 - J 7 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063 T6 ALLOY AND TEMPERHY CORNER CENTERMATE BLADE't I& 'LN ONLY. BLADE(1)& (B ONLY. TLIFlED FOR USE W/ HV BLADE 1 ONLY __250.O.D. -- 2674" _ 6063-T6 ALLOY AND TEMPER PLASTIC NFM _,StB" _518- 1 .922" 2 MOLDED 10"' H 1 r 4.045• TO— SCREW � y7gr" 1.7 a 1 4" 21825"X`3 4" FORE RN[6 N AflER RNETING SS.THUMBSCREW 1/4"f-20 RIVNUTe*SERIES 9444 l FAI\UR(2024-TJ ALLOY)URGE FIANGF THIN L.� 1 LT66" _. SHEET NUTSEW.PART/0620.AS M UFACTUPED eY AVOFL L_ N ,$ �. " " LAU- CHFRRY TE%TORN,PARSIPPENY,NEW JERSCY U1054 OR EOUAL. PIJJI FRONT tiEvanaN {� � MALE T LOCK CENTER MATE 4.566" 5CONLY (� HV "T" LOCK HV ALTERNATIVE LOCK 27: LOCKER FOR "T"—LOCK—CENTERMATE QUALIFIED FOR USE LL W/ D EIADE!1;ONLY 8 HV FEMALE T" LOCK CENTERMATE _ 6063-T6 ALLOY AND TEMPER =' QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE C ONLY QUALIFIED FOR USE W/ HV BIADF.1 ONLY W/HV BLADE Cl:0NLY. BLADE,1 ONLY. 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER" 1 17 1. 1TtT _ SIS -- 'ng r � � 3.161 �— �m _ - {e .47 I 0 THUMBTURN .063" 'I CYLINDER OR ,214• $ �De N; �I I _ KEY CYLINDER .545• mo I « 0.675"Min. E .125•Mox. 31 HD CENTERMATE W/ NO 49CKING ROD 32 HD CENTERMATE W/ L/ OCKING J= QUALIFIED FOR USE W/ HV BLADE:,1)& 4A QUALIFIED FOR USE W/ HV BLADE(1�`& (1A) N 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER � HO CENTERMATE'S INSERT VARIES. 12'Mw. QUALIFIED FOR USE W/ HV BLADE,1 k �� R 1C� .-2D ss OR a/6"•-t6 1.1 6063-T6 ALLOY AND TEMPER --� ADFTAI THUNB(GREW9 !1/2' �THUNBTURN (aa DC7M_S) t— �— DO _ R KF i— ` _�41Y 157 Min. FY CYLINDER 1.76 M­ LOCKING ROD LI ,,4, � HD LOCK QUALIFIED FOR USE W/ HV BLADE'.1. 36 HV 3/8 0-16 ACETAL 37. HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W ,1 1& '`A1 55jINSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS / HV BLADE DRILLED AT TRACKS FOR PROPER EMBEDMENT QUA[ FIE0 FOR, AA HV BLADE'. OUALIF ED =0R USE N/ HV BLADE FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 11 "'IJ EII J.StP k T/4//l'I� 02017 TKTE:I ®2C17 EAS-FRN METAL SUPPLY. INC. YEl E ••• CEN '•• ,.y i ERTHA V. L ECO LNI�. Accordion Shutter System A.S.S.A■ KV. BIDE#1 W/OR W/O KY.WNDDM BIAOE American Shutter Systems Kv.ft OLSCEPTION DATE DRAWN 6Y: L.C. * TILUT TESTING k ENGINEERING COMPANY Association Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 '4•• sass N.w.me J6m.SC,w.m.WRGINA GARDENS,FLORU STATE OF 3Jte 426b We<_troods Drive t : Pn : (305)871-1530.Fo.: (305)871-1"1 4268 No l �••�s� .-mal:e:R.oeeRa.eem West PDIT Beach, FL 33407 a oRlo a� Y ES-0006719 -�o� '�•�_V s�A••••e• •'GACA\ ,I FLORIDA WALTER A TILUT n,P.E. 4 P.E. SERC fG�A'URFF'%DATE FLORIDALe.F 44167 SHEET H 3� 0 SHUTTER ASSEMBLY SCHEDULE FOR 41 17 MIN. HV HV �/]��9 TO BLADE TI P 25 Q HV BLADE 1 IA' 1a7s - ® t BLADE .0625' .0625 .0625' HV BLADE to - ir. ® 1Ft NUCKL '/OFENY 1975' Y HV LONG RECESSED NYLON BUSHING z Y n KNUCKLE 0625 (TYP) 0.062 HV SHORT RECESSED NYLON BUSHINGy ` -MT PORTION I R1.7�/ 4� HV NYLON HAT WASHER O OR ® ^!Tn �' HV WHEEL CARRIAGE AISI 302-303 SERIES % I 1 1�4 Gl ;//.2.50' 0 870"x3/16" THICK NYLON WHEEL, CT I I ® r�L��_ " 2 7/6-MM.I HIIANDOW v CLEAR /3. 0.188'0 AISI 302 SERIES S.S. RIVETS l SEBETWEEN P 0625' `�25. 3.7500' ® HV 1 3/4" ACCORDION PIN W/ ((78 HEAD * EXTERIOR � I OPENINGS SLAM - �cE3T/cRs Ls HV 2 3/4" ACCORDION PIN W/ /8 HEAD L y ;78" ® I 1 I 721/4- 3�4,fHFF CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I r I; BETWEEN TYPICAL HV WINDOW BLADE 7A AND POLYCARBONATE HV WINDOW DETAIL �� 10 OR t4 } -4 2 or �3 (SEE N07E FOR I I REOUIREMENTSJ L(l) R ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC * HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR ITo a of WCE INNOVATIVE PLASTIC LEXAN 103 RESIN ' �`�' �r I ! _-� (SEE NOTE "F' ON SHEET 19). HV:.]j HV IA I O OR o � (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® w ! ® 4 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O POLYCARBONATE SOURCES FOR OR LL HV ® BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR Nom N.T.S. 111Na1L PROPENES ANTONIO Ns Wwa/Woa (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT Nv PIN©oE OAT" BLADE'S KNUCKLE. ekbW8: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D /0.321 (SEE NOTE • FOR SPECK artAlen ASTM Om 0.0.3 ro/:,' 0.0.3 e/r BLADE WHEN CORRESPONDING TO INSTALLATION '11". SHEET 7. 048-- 0 CJ REOUIREMENTS) E16EF WEw"RE-.TYP. "RE-. wSIM OAA 9.400 P.ai. 9.609".i. SraeAaTN Ar nEln AS.Om 12.500 P... 13..00 —L (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER nmwiNmius .m0n0 w.000P 345.000 p,; SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'el I BIeICT; NaroeO Izoo wsrM one le n-ro/„ 17 rt-w! SHEET ® t SUO.W*,EL CARRIAGE DETAIL "It aENST ASTM oma 172 C C-1 E MAx NIS ASSEMBLY LAYOUT RAn or rwRNnc ASTM xss o-1 awls a-1 awa _. Sw VNIMN ASI.01129 10.0 Y DID'F i60lp": ASTM 0155 TEYAE STFCN:TN ATTER 1CATw— AIT.on 9302 Poi Asa P. ,11 HV BLADE SOLID & (Al HV WINDOW BLADE DETAILS IEWU SME,S BEFORE WEA'IERINC ASIM 638 1 90I P..L 1 Neo P . N.T.S. FIeI7T, �... PL j FLORIDA BUILDING CODE Non High Ve,ocity Hurricane Zone 02017 T4TEC0,INC 02017 EASTERN METAL SUPPLY. INC. BEI IL EC01N�. A S S A Accordion Shutter System H.V. BLADE #, W/OR W/O PLV. WNDOLY BLADE •� N TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems �,. oEscavnaN DATEOaARN BY: 1_c. Q•'•, AA, 6355 N.W.San sl..sl..3m,MROIM GARDENS.FIORE' s. Association, Inc. I OLD 15-085 7/27/t DATE: 07/27/17 Peon. (305)871-1530.F9.:(305)871-153, 4268 Westroads Drive : 1-mo0:l:axPe9a0om West Palm Beach, FL 33407 3 DRAWING No `s/QIVAL f� EB-0006718 17-107 WALTER A TILLT Jr.P.E. FLORIDA Lx. 111 11167 5 SHEET P.E. SEAL/SIGNATURE/DATE 4 OF 20 39•�3°' �•�� ti a taa _ ry5(A�Qyr��p 1{��11�'y75y5 •NOTES ON HV LOCKS AND CENTERMATES: •11.0 1. YSIQATORY CONOfT10N /1: ONE HV LOCK or SHALL BE USED AT t/2 OF SHUTTER SPAN FOR ANY SPAN ^!.7 OR 12• ABOVE OR BELOW 2 OF SHUTTER SPAY FOR SPANS UP TO 105-, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK �3 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 2j OR l CENTERMATES W/(2) 1/4'0-20 z 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON _ TYPICAL SHUTTER ELEVATION. O 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV ®� I LOCKAS'� �5 OR R4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 21 V OR T SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCA ION OF LOCKS SNAIL BE AS INDICATED ON IYPK;AI SHUTTER ELEVATION. 3. OP710NAL GONDTTION /2 ((ALD ONLY WHEN MhUPATORY CONDFTION 01 OR LMITED MANDATORY CONDITION II �. ��� /2 IS USED W/TWO H.V. LOCKS): LOCKING RODS 3 ARE NOT REQUIREC AT�HURRICANE POSITION, BUT MAY �: �a0 4^JJ`"VJW °'�'' BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS eOR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). f v I 4. YAt�ATORY CO 1VI /2. ONE MV LOCK Z9 g(�5�1ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN �II I AND INSTALLATIONS AT ANY ELEVATION. HV LOOK(2{ or 2j SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO P CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS -15 AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. dis MjC�-Y/VG MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V W gR ' gx 5 Elaff A[TEIMU TO MMOATOFITY 1:9HOTTION il VALID ONLY FOR NV LOOS:a!44 ONE ALTERNATE HV LOCK MAY BE USEQ,IN LIEU OF HV LOCK _ or 3 FOR ANY 2ffiSPAN AND INSTA CATIONS AT ANY ELEVATION. ALTERNATE LOCK�s MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHIAENT OF 1/4'0-20x3/4" S.S. THUMBSCREW TO fl OR Q� CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUM. 8�4u .�g� 66 RNNUT AS SHOWN ON SECTION FIVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN 6. MANDATORY CONDITION +3 FOR KEYSTONE MOUNTING INSTALATFONS_ ONE HV LOCK® or t5 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW �1/c2 OF SHUTTER SPAN FOR SPANS UP TO R/'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 3 or �S EY or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO�1 or �2 SYMMETRICAL CENTERMATES W/ (2) 1/4.-20 x 1/2' LONG FLAT HEAD S.S. SEE END- I I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 35 W/36 CONNECTION 1 .�� OR �� TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON o r ► 0 x v r X 1, 58ETYP �u_LL fl ` *NOTES ON HV "T" LOCKS AND CENTERMATES: �IE'GHT. OF CORNER 1, SECOND ALTERNAITE TO UMQATO8.%CONDITION 41 VAUD ONLY ---- - "- OW CEITTERMATIES a AND CENTERMATE e��ee� ONE ALTERNATE HV 'T' LOCK ANY BE INSALLED IN LIEU OF HV LOCKS �4 OR FOR ANY SPAN AND a a B •na B 100 • 6W INS IAL"ON AT ANY ELEVATION. ALTERNATE LOCK t7� MAY BE USED AS AN INSIDE-OR OUTSIDE LOCK. ATTACHMENT O O°" OF LOCK �o INCLUDES USING REINFORCING LOCKER J� , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES®AND tl,W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4'0x 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' • •i�a©•17 •®a MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS SS TOP AND BOTOM IS MANDATORY. C8 .�al�•,�31a1®•�5\al �� -NOTES ON HD LOCKS & CENTERMATES: 1. x_ (34 / NO CQMMUTES.3/ OR 32 W/.3! ONE ALTERNATE HD LOCK'lf MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS 24 OR 25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK q�MAY 13E USED AS AN INSIDE OR OUT51D€ LOCK. ATTACHMENT OF MC LOCK TO ST`S IS W/3 /8 x 3/6' F.M. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT 33A5 SHOWN ON SECTIONS ADB-HVB�AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIOSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS M IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE on High Velocity Hur;can_e__To_ne,' 02017 TILTECO,INC. 2011 EASTERN METAL SUPPLY, INC BERTHA HVT. S S A Accordion Shutter System A. . . :�' . RV. RADE/1 W/OR W/O RV. WINDOW RADE AmerICOr1 Shutter Systems EV. oeicmpnoN DAtt MUM BY: LC. TILLIT TESTING 8 ENGINEERING COMPANY ' 6.355 NW.36th.St.Sb.305.Air—GARDENS.`Oo`Z 3316 Association, Inc. I OLD 15-085 7/17/1 DATE: 07/27/17 Phone O R '• w _. (305)871-1530.Foa: (305)871-1531 4268 Westrocds Drive x (�ry ���{�� (' a-ma:till-0-- West Palm Beach, FL 33407 3 DRAWING No �VVIONA�•�" r, Ft` WALTERe TiL 006111.P.E. 4 17-107 7 FLORIDA Lie./44157 5 SHEET P.E. SEALJ51COURE/DATE N 5 OF 20 I --CONCRETE ANCHORS POURED CONCI- T POURED i (SEE SCHEDULE ON OR CONCRETE POURED CONCRETE- SHEET 13) REQUIRED I/4Y-20xJ/C S.S. CONCRETE REQUIRED CONCRETE ANCHORS MACHINE SCREWS REOUIREO_ _ ___ (SEE SCNEOULE ON I W/ 1/4'-20 - CONCRETE ANCHORS @@-&ATONE(SEE NO MTWG ON SHEET 7) ) (SEE SCHEDULE ON SHEET 13) ® /^SHEET 1! II NUTS O 12.O.C. 12OR�4 Min 1 1/4-0-20.3/4-S.S. f'-EE I _ ----- �� + EO EO �-MACHINE SCREWS USING 1/4--20 NUTS 1/2.Q 12.O.C.I/2E 0• 2S0'Wax. -- 13 a+ 5 —©3 °"0. 1 I r .250-MO.. E. D.4 T __._ _.250' E. D. r Mo.. FD•L... 1 OPTOOMM1L ; OPTIONAL 10am�1�E9MEsHEE"m 1pR ®� - E%MnNC j----E�E SCh EGL�-L ON TION tOSHEG st,, EXISTING OL'03 TiSHEET b® I 1 MIN.SEPARATION TO GLASS I 1 GLASS ` — GLASS -+ - ,( `(SEE SCHEDULE ON SHEET 11) I I -- -- EXISTING C HV WALL HEADER INSTALLATION C HV WALL HEADER INSTALLATION B HV WALL HEADER INSTALLATION + KEYSTONE EXrSTW - 1 I MM.SEPARATION TO CLASS I lr — )- 1 EXASS-" ,a SEy//A.11Qi T ' 1 OR ©� �— 1 � OI1511NC Jam__ (SEE SCHEDULE ON SHEET I TO aAa(S¢ 1 MN.SEPARATION TO GLASS CIS 1 t�OAK� ..- I I `(SEE SCHEDULE ON SHEET I1) Ano aSHEET, 1 IA S.Tj rl� Rr EI i OPTIONAL E.D. I I E. 0.4 -____ Max. t/I"Max L . --N I I �' oPnow( � 3 5 O ED.• E. D.• r I 1/2. __-E-00 19 -LO I EO 13 OR 1/4-0-2Ox3/4•S.S. \\ 11 —W_ v FO EO- PHILLIPS TRUSS HEAD — \ 1/4's-20x3/4-S.S. PHILLIPS MACHINE SCREWS USINGCONCRETE ANCHORS _TRUSS HEAD MACHINE SCREWS -CONCRETE ANCHORS 8 L 1' 1/4'-20 NUTS O 12'C.0 �-(SEE SCHEDULE ON W/ 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) M,O. POURED CONCRETE-- SHEET 13) POURED CONCRETE ` OR CONCRETE BLOCK OR CONCRETE BLOCK __.�_._-�___ 1,xNc'E ANCHORS REQUIRED WALL REQUIRECD HV WALL SILL INSTALLATION /% (SEF SCHEDULE ON F HV WALL SILL INSTALLATION POURED CONCRETE -_ SHEET 14) -. OR CONCRETE BLOCK WALL REQUIRED T€� HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SFCTION5: INSTALLATION DETAILS W1 1- SEE SHEFT 4 FOR TYPICAL SHUTTER ' E. 0. -EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR •� t..I`/ ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE(IKON SHEET tS 1 I I V BLADE 2- MOUNTING SECTIONSCAN BE COMBINED N ANY WAY TO SUIT ANY'INSTALLATION, I 1 1".- 11+ Q A. 1t. FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone 1 ✓ = 02017 TILTECO,INC. 02017 FASILRN METAL SUPPLY, INC. '��CENSF ., y BERTHA VTM 4 /MLTEE A.S.S Te A. Accordion Shutter System 1tv. euraE/1 w/OR W/O fiv.NINDOYV aenE ;'�Q,,� TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems DESCIW710N DATE DRAM BY: L.C. % 606s N.W.Mtn.s1,se..sos.w10Na eARDENs,noRa v1e AliOCIOt(OF1, Inc. 1 OLD 15-085 )/27 t DOTE: 01/1 7 ��'�••'`�AI��' �� , PNon4:(s05)an-ISso.Fu.: (s0e)971-1531 4268 Westroads Drive 2 DRAWING NO mpil:uR.coeooLoem West Palm Beach. FL 33407 3 'S�ONAL E�6 ES-0006719 17-107 4 WALTER A TILUT Jr.P.E. '''••.A,Anr' FLORDA Lc/44197 S SHEE7 P.E. SEAL/SIGNATURE/DATE 6 OF 0 POURED CONCRETE ANCHORS ,- CONCRETE (SEE SCHEDULE ON SHEET 13) TO q,LSs IgE I OR ®♦ �- 7 W Opyu : REOUI� 19DfD14 a SrfFT E%ISDNG le.. m i tO cuts ' ' SE B IOR�9EF6iON GLASS (EEE SC!EGAF OR --E. D+ APPLICABLE EXISTING "A S,T t 9 m wSa t1RN7 11) 3 GLASS, ALTERNATE T-EO' 'EO� i ANCHOR LOCATICN i i i I E'GLASS-/ 1 1 OR 13 DR 15 .� -(110x3/4"HEX WASHER HEAD GLASS - 11II J/e'un. TEK SCREWS O 12'O.C. J/e�urv. _ CONCRETE ANCHORS $ -4 EDGE OF © C �(SFF SCHEDULE ON SHEET 13) E EG � APP IF BLE EXISTING ' GE/E4$.-�. EDGE OF- ELGE OF I Eq SUB IF / SLAB IF I/2� I' EDGE OF APPLICABLE L u.• rra 4)WlA?ION APPLJCABLE E.O. .0. SLAB IF _ _____ I •-.4__,'_- ��E'D aws APPLICABLE POURED / .J POURED) FLAT HEAD CONCRETE ANCHORS of StfFT _ _ _ ___ CONCRETE 1 IDR BICE•a ND POURED-� CONCRETE E. D.• (SEE SCHEDULE ON `HFE' ON 91w 15 RN 1 OR 1 N CONCRETE ' —- REQUIRED LMT HEAD CONCRETE ANCHORS REOUARED 1`) aADLs 2 A© 1 REQUIRED D.• E D'� (SEE SCHEDULE ON SHEET 14) 111; UENCH INSTALLATION (a HV FLOOR INSTALLATION t THY WALK-OVER INSTAL L ATLnN VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER G HY CEILING INSTALLATION SCHEDULE J3, SHEEN 11 ExISTNG IK srwu+mw CONCRETE ANCHORS cu55--� ro was (SEE SCHEDULE ON J (su�NEaArs _- _ 6lIaRT 1T • I' '1� SHEET 15) 1/4-0 ITW BLJU)EX TAAAN w/ a sncn t1) 1 GLASS Lwl tOarll6ll to iMbS EXIG EXISTING__q EXCC�S—ISTIN --- TECRraa T s 2 POWERS O 0 I ' 4t1NOwL La ac[T 11) �J -'(�sn mlW�aTO° t FAST04ERS TAwER.uKwjRs w/ 1/{- ' 11) I 1 3/4'all:.DABEp1QR O 6• MAX. 1 OC.FOR OP TO 6'-C'SPAN ANC I 1 I' I 4.O.C.FOR SIMS LARGER RµY 1 1 1 1/4• r{ ?11 1 6'-C•I.P ID 8'-O•uVt APPLY 11 11 8 `1 MAX. O SENAxr AT EVOFF FAStETEON R I1D1D/ - O SW NOTE g 3 4 i it I T ON #10 3/4" HEAD E. D.• + SII(i'OR uMTATX1Nsy -,Is . 1/2• t ---� •`'• - MN. 11 LEN SCREWS / tvNT SFAWNr-��i � A� -Z MAX. 014.3/4' HEX HEAD 1 B� //'O 12"O.C. _ _._-- TEK SCREWS O 9"O.C. I 3 11 / t 3/e• .I 1. OR 1 4'4-20 S.S.M.S. � CONCRETE ANCHORS � ----- - ��O � /Nc3 4'S.D.S. i i 'I III' • / - - 6 7 J/ / -'-_-_- 1 I .i 1/{' i I: 1/a••-1/4.-20 J/4Hurl 11 W/Nur o��s��'yyo.c. (SEE SCHEDULE ON 1 e a'o. c. _ Max. -USING � 1/2 • •12'O.C. J 1 7 1Id 1/2' t' '' •. EXISTING NOR STRUCTURAL EDGE OF —� 17 ® _ 2.00 MIN. �-WALL TRIM(DECORATIVE Ili SLAB IF /14x3/4'F.N. S.D.S. 1" E.D. SLL) 1 7/6' 1 7/e' t APPLICABLE -_'_� _ \ ANN. . CONCRETE ANCHORS -• O 9'D.C. �• •• POURED CONCRETE L E D. POURED CONCRErE� (SEE SCHEDULE ON SEE NOTE 13(D) RFOUIRED ON SHEf7 t SEE NOTE 13(b) I, ---- - OR CONCRETE BLOCK SHEET U) POURED CONCRETE- ON SHEET 1 •' T,• ------' - --- - -- REQUIRED OR CONCRETE BLOC. —v` OPTaNALJ POURED REcuIRm M KE1f5TONE MOUNTING INSTALLATION CONCRETE (K. HY WALL FLOOR INSTALLATION 'J HV WALL WALK—OVER INSTALLATION MA%ww A.SA.CESIGFI PRE55lNTE .6A. �,I REQUIRED MAXIMuu SINTTER S m T-O' J)HV RAINGUARD INSTALLATION t t THIS INSTALLATIG.1 SHALL BE Na7F FOR COM&NATION OF SECT'ONS + E. D. = EDGE DSTANCE REMOVAR�E WHEN PERFORMED 1- SEE SHEE' 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ADJACENT NC AN OPERABLE EXIT [7L:el BLADTIONSHEET19 FORASSEMBLY INSTALLATION DETAILS WZ 1) HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED /L M ANY WAV TO SUIT ANY INSTALLATION. IIj11 ..A• T '' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,0 •••••...••t' . In "0TILTECO `,1r^`v E1ys�;•.•vt1 1, .W. 02017 EASIEkN METAL SUPPLY, INC. #a l ERT V TM0. �_co , CA.S.S.A. Accordion Shutter SystemIK . 9-ADE X11 W/OR W/0 KN. WNDOW BIADE ` p0•' PR • TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems Ev. DESCIBDN DATE DRAWN By'. LC. •• Q a .•••44�1 1151 6J]]N w.36th sl.,5t- acs.NFGFIIA GARDENS.R-"3316 Association, Inc. 1 OLD 15-085 7/27/1 Mte 07/27/17 Pnone (305)871-1570.Fox: (305)871-1531 4268 Westroods Drive 2 ........p6� N E -000671f1 Ii' LIIW671o'com West Palm Beach, FL 33407 3 DRAWING No WALTERB • ''' A'AII/AAAIIIT ' A.TILLIT Jr, P.E. { 17-107 '.E. SEAL/SIGNATURE/DATE F1OPoDA L't III 4a167 ] SHEET 6 7 OF 20 SEE END WALL LS En 10 & 18 s SEE NOTES ON LOCKING RODS J© MY LOCKS©or INSTALLATIONS W Z ; 1 HV MD A-7ERNATE NY LOCK®ON SHEET 5. O U T )gam IN ENISTING G_ASS �- ** BLADE SUCK DETAIL HVF IS VALID FOR ALL BLADE WZ HV C E N T E R M AT E S CENTERMATES APPL'CATION WITH BMEQ7 OR SEE END WALL CONNECTION 10 ®w©•®w®'©w r EXISTING GLASS DETAILS ON SH 7S4EETI 3 t/4• 7• 6 1/2' ®•®a.®•®a1®•�5 r ---_ - - �• - - (6063-T6 ALLOY)ALUM. r OPPOSING ANGLE W/(2) 1/4-0 TAPCON 1/2' w© ® SYMMETRYCAL ANCHORS TO CONCRETE CEN ERMAT S (TOP/BOTTOM)a I I CENTERMATES /Los/�s.us. 0 tz" W1 HV — (+) 10.1/2"S.M.S. TO TUBE O.C. FULL LENCXT. Or w� HV LOCK of- AT EACH ANGLE(TYP)I I , Z 5 I N �.� 1 ( 99 1 © 1 2• a of: 01f: -- w®<A©• 7O oIt® 10 •®O1 V O J ® HVB OUT] UT ® " HVIC 10 ®w©•®°A©'©°" HVA ®a®°1©'O°AOa10 .®w POURED CONCRETE AL �-EXISTING CLASS � CONCRETE BLOCK WALL ©•O •©w©•O•®-oR, 10•®°A©•®w0'0a / REOU'2ED EXISmIC ©'®°^�'®°"©' I SYMMETRICAL �'� '�°°�'�'®°" MIN.SEPARATION- — —G russ Q,®a,®•®w�'�5 _ MASS n CENTERMAT S* (STO GLASS EE SCHEDULE `� - �.®•® ® � �* �J PTIONAL MTERIOR) ®•®o'® ®411®•® ON SHEEP 11) MIN. SEPARATION' i0 GUSS ,,L ITJ 0A®� 3� (SEC SCnEOULE 1\ OPTIONAL - -T ON SHEET 11) (INTERIOR) _ _—____. -_--_—_—_— -_--_ —____--_ J OUT ._ CONCRETE ANCHORS. 16.O.C. 4 3 VARIES 1 _ ® � IL �1�1 34 or: 0 U T 6 1/2-MAX. SLACK ' 1 OUT (EXTERIOR) H V E `C! f** RVQ FLORDA BUII.K CODE Mon High Velocity NurricDne Zone G2017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA HVTkA = A S S A Accordion Shutter System IL ECO 1N�. * v. 8" #1 w/OR w/0 NBLADE TILLIT TESTING k ENGINEERING COMPANY ARI efICOn Shutter $y$lem$ EV. oaoft"ON DATE Att DRAWN DRANM 6Y: LC. •����, 6355 N 4.Mln S,..St4 305,NRGNIA WOOS.F_C4.Y 311E Association, Inc.Ina• 1 OLD 15-Oe5 /27 I DATE: 07/27/17 '� 1 P—. (305)871-1530.Fo. (305;671 -. 4268 Westroads Drive z DRAWING No \ 11 .-moa. 6040ooao.a0�. West calm BeOch, FL 33407 s S10NAI V0,1" EB-00067.9 + 17-107 ••� EIWALTER A. 71LLIT J, P E SHEET I IIIrFE FLORIDA Lie. # 441b' S P.E. SEAL/"SIGNATURE/DATE 5 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK HV MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS �t W/ it! HV BLADE gFr ENO CONNECTION DETAILS ON SHEETS 10 t 1e INSTALLATION ;1' HV_ BLADE OUT L E"151`0 W/ HD CENTERMATES rASg IN BLADED SLAC(OCTAL HVE.INOCATED 011 SHEETWELL AS JNNERSAL F�DATINC BLADECD DETAIL-D"-"QCATED ON THIS SHEFT,MAY 9E USED WITH NIS ALTEFINAr T*K DEIN.HVC SHOWN IN THIS SIOET. $ E ND WALL CONNECTION- - DETAILS ON SHEETS 10 TI N (6ow-I&ALLOY)AuWl. ='&A W/2)I./"= /" TAPCON 1 •® I (OP1q,1AL) (Oprow)ANn1�1es roDONa1ErE, %�A /lo.µ•sf o 1rAT EAaI ANGIL(M) � 0.G rR.L . IN (4)N.V. IN (4)H14) HV "T" Pus(TTP.) PraVP LOCK (INSIDE) aK 1„n, ,1 „ 5 LJ 2 1 2 : ® \� OUT 31 oR 2 3 31 6B® 31 3h If Dk IL Ie a 31 oR 1/4" M-20 x 1 1/2" S.S.M.S. 4 35■ (oP„o,�) *SEE NOTE 6 TDR MV LOCK i ®• ■ W/ 7/8"/ x 3/32" WINGNUT. (OPTONAL)NDB—NVB OUT HDC—HVC r LOCK.ON SHEET 5. �0 HV •'T'• LOCK (OUTSIDE)- SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES * 1. LOCK (EXTERIOR) W/ LOCK (INTERIOR) t uRIEs 5444 AUw1w (2074-T3 ALLOY)LARa FIANCE MIN ppa�w©•O"IU•1�•®4x SHEET 1NTSERI.PART E 0520, J1 ®�©•(�©©w A5 MANUFACTURED 6Y AVDEL CHERRY �Y- TFXTORN.PARSPRENY.NEW JERSEY /- ©•O.©a©•O'®e• 7054 OR COU.. .@-0 .q a•®'®•®IR®•®a�•® SQ RONS OR LD06710 Rens®.-D(9 Lo A OR'w 6 v /� ■■UMARSII RMTWG RADL©OCTAL HDD-R•O 6 �W -1.FOR ALL CEHrE—T1 MP"—.S—.I 0 34 w HAD—HVD■■ FLOATING STACK If'j1,,JA A.�r "'-- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 TILTECO.INC. C)2017 LASILYN METAI SUPPLY. INC. \C Ehis�•. ✓9 BERTHA H TM Accordion Shutter Sy 0. 4 /T stem NC S.S A. RV. A /1 W/CR W/0 H.V.WNDUN BADE i American Shutter Systems TILLII TESTING k ENGINEERING COMPANY Y EV. OESCMPTIDII DATE DRWN BY: LC. •'•• 0ft A �'•t`�1\\ 6355 H.W.361n,SL.SN.305.VIRGINIA WIDENS.FLORIDA 3716 A>•>tOCiO>f�011F Inc. I OLID 15-085 7/47/1 DATE: 07/27/17 Phone (305)671-1530.Fox:(305)871-1531 4268 Westroods Drive 2 ,ANAL XV-11, L1\ e-f"1;tAteeoo—CON West Palm Beach, FL 33407 s DRAWING o07 CB-0006718 • '•..�• AXAAAF 111 j1 WALTER A .ILUT Jr.P.E. 4 FLORIDA Lk./44167 5SHEET P.E. SEAL/SIGNATURE/DATE . 9 OF 20 — ------------ POURED CONCRETE _POURED CONCRETE ---POURED CONCRETE OR POURED CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE - -- -- BLOCK WALL REQUIRED --- BLOCK WALL REQUIRED REQUIRED /� BLOCK WALL RE OUIRED EXISTING GLASSEXISTING CLASS / / 1 - CONCRETE ANCHOR-1 --EXISTING GLASS - Z ) EXISTING GLASS -2•MIN.MN SEPARATION A t - SEPARATIONr _ t• 1• — i- +-2'MIN. TO GLASS(SEE MN SEPARATION I 1 FAN SEPARATION SCHEDULE ON SEF TO G hSS(SEE MN.SEPARATION II Ea EO TO CUSS(SEE 1, FOR RADE--RtU SCHEDULE ON H SC J-EON I FDEO(SHEET i i II SCHEDULE ON SECT 1/16••3' MAX. ON SHEET 19-OR tt FOR SAMAm11 FOR R/OE OAND (6063-16) CONT, BLADES(D h Q ON SHEET 79 FOR 11 FOR BLADE OAV _ON BEET 19 FOR ALUM. CLOSER I ` �W® ins ON SHEET 19 FOR (LOCA SDE BLADES O&® PLATE. (LOCATE 1/2•r 1 _-..— ' T—"1 � 11"S Oh a OF �.) AT EITHER SIDE MIY SOR V1/2'YW. - F O) 1 - I 14 USE 1'OR 2' MA%.pox1/2' SM.S. 1 I - _ (AS APPUCABLE)x2'at/e•xo-2'/10x1/2•SMS� ----_— O I6O.C. / _—_—_� ALUMINUM CUP ANGLE O 16'O.C. 4 (6063-T6 ALLOY)AT MIDHEIGHT (1) i1ox,/2• S.M.S. -(g) (2)1/4.0 TAPCONS ANCHORS TO SEE DETAIL % WALLAT 1'O.C. (LOCATE AT EITHER SIDE OF Q j QR SIDE CONNECTION (D OR (W SEE DETAIL % FOR - O OR TO TRACKS �_ , SIDE CONNECTION } w�wa O7 wV"t7••®w SEF DETAIL X F 4 8 7 w B 1 w 6 7 w���•®" IU TRACKS „6 7 w 6 10•®w 11 SIDE CONNECTION O' •®"©•�©•©O' TO TRACKS ®'®'•l9'"©'©� 1 '®'©•�©•©O' �P®w©'®w©•©"' `©'�•©O'©•07 •®O' 6 •O7 •©w©•Oj •®w © O ©w© O ®v © O ©w© O ® ® ®w© ®w© ®w ® ®w0.0w®.©„ ®'0w0•®w©.0 ®'®w©•®w©•®w o.@_0.0-0- —0-0 00.@_0 ®w�.®.0.0 ©•0w®•0w0.0-0.0 O ®w®•®w®•®w®-0 END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 O n POURED CONCRETE OR A REQUIRED ONLY FOR SPANS GREATER THAN 12'-0-CLASS -- ��Q y -EXISTING G55 CONCRETE BLOCK WALL GLASS EXISTING REQUIRED 4 MIN SEPARATION +1061/2'S.M. - 1----------To GLASS(SFE a 16.G.C. MIN.SE06MTION S}EDIAF ON SHEET TO GLASS(SEE D' ------------- ©OR®OR(BOR ,1 FOR RADE OMD CONCRETE 1/2'MIN. SCHMU E ON SHEET 33=_ ----- _ - _---- ON SHEET 19 FOR ANCHOR 0— f 1 rOR BADE MID CONCRETE-, 6LADEs O NE 0 12. OC 5 HAS O19 FOR OR OR 1 OR) ANCHOR EO 0 - OR(p 0 C � 1//MIN- O.C. 1 �____ _ 4 {r _ 1 l --_—_ I L EO _>� MIN. 2'MIN. 2• MIN. • SEE UM ATKNNS OF USE FOR `J OR HOOR�DR ���W y / _—_--_ - BODE�/ ON SHEET 19 ©OR®OR�OR(3OR� SIE L _ 5 O QR ®• ELAN d OR �' ©•mow a 1a•®w DETAIL X POURED CONCRETE 0R — - ONOa©'O'•aO'�•®w END&HV ST N CONCRETE BLOCK WALL \ 1 w®w©•�©•®' REQUIRFD �•®w©•®°'©'©w ��©'O-©=©•O•®� (� HV BLADE OR WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5O BO ®a® ®w� ®wQr®' N TI N TAIL© a0® FLORIDA BUILDING CODE(Non High VelocityHurricane Zone ,`.IH� ..••fir. N' •, TIOICC. IRF 62012 EASTERN METAL SUPPLY, INC SF• y BERTHA TM . A S S A Accordion Shutter System L E C O I N KV. MADE#1 W/OR w/b KV. WNDO 1 MADE * American Shutter Systems 'QO%%vORK�1y •j ,`� TILLIT TESTING h ENGINEERING COMPANY Association, Inc. REV. 1 CLD 1 7/27/1 07/27/17 /�•.•• ,1 6755 N.W.76:6,St_Sr..705,NRGINA GARDa4.RORDA 7716 P imp P6t6.:(305)611-1530. F..-. (305)671-t!3; 4268 Westroods Drive z s/ONAL E 'IItt1 No a1 9=gym West Palm Beach, FL 33407 s DRAWING 1 —107 1 07 •,.,. WALTER A TAU7 Jr. P,E. 4 ' FLORIN Lit./N16T 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 SCHEDULE Al S H D SCH DI 83 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* 'L+" WMOUNTINGO R SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR -L-- (ft.) FOR TALLATIONS INSTALLATION F. ND NorEs: CFNTERMATES, ® & ® Or or INSTALLATIONS W/ W/ ONE H.V. LOCK ® Or ® or or CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN E HV LOCK$ MANSORY HD LOCK ® W/ NO LOCKING ROD$ or ONE HV LOCK or or ® POSITIVE A.S.O. DESIGN PRESSURE RATING. CENTERMA1@ 283 29 W/ ONE W/ NO LOCKING RODS LOCKING WALL A. B, C, D, E. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE C-T" LOCK 30 W/IWO LO®K NG (SEE NOTES t,tt ® MOUNTING F, K & L M RN S. V.0 A.S.D. DESIGN PRESSURE RATING. RODS 35 TOP & BOTTOM EE ) NTING NIU((tI��ppCC ..FE SHEET 7) FLOOR/CEILING C. H. I. 11, J (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRK k WO INSTALLATIONS O CONCRETE&WooO MOUNTING T. L. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG. r-O-DM ID OM yAyly,„ CONCRETE & M A5.0.DESIGN ASD DESIGN 13.0.OESM INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CEIUNG PRESSURE WALL MOUNTING PRESSURE GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, �' MOUNTING "Two A RATNG FLOOR/CEILING MOUNMG DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. (�DR_) (P.•.r.) FLOOR/CEILING MOUNT NO (v�.0 OR _ I.p1_) GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, I.OR-) FLOOR wAL I MOUNTING(A) OFTERMINE MAXIMUM SPAN "L-' FROM SCHEDULE. I,4 (81 l-(R) L/ (� t-IRI L+ pl) L-(R) L 4 (ft) l-(A) O MAXIMUM SHUTTER SPAN 'L+'OR 'L-' FOR 30 OR 16'-0• 16'-0" 16'-0" 16•-0' 30 16'-0' 18'-0' 30 16'-0- 16'-0' N$TALUTIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10' 15'-2' 16'-0-_ 35 14'-10' 14'-10" 35 15'-2- 16'-10' 105 psf. A.S.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 1 40 13'-10• 13'-10' 14'-2' t5'-2' 40 13'-10' 13'-10" 40 14'-2" 1S'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1• 13'-1' 13'-4' 14'-3• 45 13'-1' 13•-1' 45 13'-4' 14'-3' t HV CORNER CENTERMATE N3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8' 13'-7' S0 12'-S- 12' ' 50-5 /2•-3- 13'-1• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-10• 11'-10- 12'-1' 12'71' 55 11'-10' 11•-10' SS 11'-1• 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION /2 60 11'-4- 11'-4- 11'-7' 12'-4' 60 11'-4'- it•-4- _ 60FOR A GIVEN POSITIVE A.S.D.. DESIGN PRESSURE _ 10'-2' 10'-11" NOTE /5, SHEET 5. RATING: 65 10'-10' 107-10• 11'-I' 11'-11' 65 10'-101 10'-10" 65 9'-5' 10'-1' DETERMINE: 70 10'-6' 10•-6' 10'-9• 11'-5' 70 10'-6• 10•-6' 70 _ 8'-9' 9-4' LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 f0'-1- 10'-1- 10'-4- 11'-1' 75 10'-1' 10'-1' - A'-q y L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING - t 1 EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-f0' 9'-f0• 10'-0' 10'-9 80 9•-10' 9•-10' SPAN 1+'0,T 'L-'AND MAXIMUM A.S.D. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6- 9'-6' 9'-9' 10'-5- 85 9'-6- 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 90 9'-3• 9'-3' 9'-5' 10'-1" 90 9'-3' 9'-3" OR CONCRETE&.00K SHALL BE LIMITED AS FOLLOWS: RATING: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9•-0- 8'-9' 9'-2' 9'-10' 95 9'-0' 8'-9' LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8-9' $'-4- 9•-0• D'-7' loo a'-9' a'-4• LIMITED TO +84,-72 P.s.f. AND W-0• SPAN. SEE LZ-. MAX, SPAN FOR FLOOR 105 8'-7' r-11' 8•-9' 9'-4' YOUNTINC 0M,ON SHEET 7 /CEIUNG MOUNTING 105 8'-7' 7'-11' INSTALLATIONS. 110 8'-4• r-7- a'_7' 9'-2' 110 8'-4' r-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 a'-2• r_3• a'-4- e'-11' lis e'-2- r-3• 120 a'-o' 6'-11• e•-2SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L,+•. "L2+-, 'L,-'AND "L2-" ' s'-e- tzo a'-o' a'-1r 125 7'-10' 6'-e' 8'-0- 6•-s- 125 r-10' 6•-a' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 1.-8• $'-5' 7'-10' a•-1• 130 7'-9- 6•-5' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 r-7' 6'-2• 7'-9- 7'-9- 135 7'-7' 6'-2' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 140 r-5• 5'-n• r-r 7'-6' 140 r-5• 5•-11• ASTM E-1996 SEPARATION 145 r-3• 5•-9• r-5• r-r 145 r-3- 5'-9- TO GLASS 150 7'-2' 5'-7- 7•-4 7'-0- 150 7•-2- 5'-7- 155 7'-0' 5'-5' 7'-2- 6•-9' 155 7- 5'-5' 1 THRU 3 160 6'-11' 5-2' 7'-1• 6'-7- 160 6'-11' 5'-2' _ 165 W-10' S'-1' r-0' 6'-4" 165 6'-10' 5'-1' 170 6'-9' 4'-tt' 6'-11' 6'-2 170 6'-9' 4'-11" 175 6'-7• I'-9' 5'-9- 6'-0- 175 6"-7' 4--g- ISO 6'_6- 4'_a- I..-B. 5'_10 ;eD 4'_a' Q H V BLADE 185 6'-5• 4'-6' V-7' 5'-B- 185 6'-5' 4'-6' 190 W-4' 4'-5' 6-8" S'-6- 190 6'-4' V-5' 195 6'-3' 4'-3" 6'-5' 5'-5' 195 4'-3' 200 6'-2' 4'-2- 6'-4• 5'-3• 200 6'-2- 4'-2' Jl- zos 6•-,' ,'-1" 6'-3' S'-,' 205 6'-1' FLORIDA BUILDING CODE(Non HiVelocity Hurricane Zone '•P�` "'••"' r - 02077 TKTECO,INC. gn C.2017 EASTERN METAL SUPPLY, INC. sBERTHA VTM f7-1L—TEco �IN1:. A.S S.A. Accordion Shutter SystemKV. BLADE#1 W/DR W/O KV. WINDOW BLADE PWT TESTING & ENGINEERING COMPANY American Shutter Systems �,.N DESMI►TION Q OAtt DRANt+BY:1ELSCY. LG. •`_j,4 Blas N.W.M:n.s..54.305.ARc GQMPIS,rLORM 3316 Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 Phone (3o5% )e71-Isw Fu. , (305)871-1531 4268 Westroods Drive = �ss"••••••• CS 111 -nwl:Lai.coeow.com West Palm Beach, FL 33407 3 DRAWING No /ONAL EN EB-0006719 17-107 WALTER A.TXLIT Jr. P.E. 4 P.E. SERE%SI%TURE/DATE FLORIDA Lm.#44167 5 SHEET 4 OF 0 DMI141.1 Lei 209 PRIM ILIA w Uzi Wt. V.NlNrMvxv • .9. .1•. '' '' O ,. t ' .O . ..nl,ll. • 1�. . O • . ��im�m • • m o . .. . oo • © . ..moon .. . .-oo ., :' .mo . o .. mm . .. mmm0000a m® oaou o�:a o00o m m000uo ammo oom0000 or�m mmm000no mm��i0000 mm�i•'00000 m�im00000 mmmo�nno onon�i000 mmm00000mmmoonnom®mnoo�iommmnoo�ommm00000000nonno ®mmmnoo ommmoonoommmoo oommmoovaommm ovmoon 000mo mm�000�iom��g0000mmmvo°SnnRmmmnonvo�®mou0000noH Hom© mm ono®om KJIM 13 P, mmmn000nmmmnoonommmn000nmmmonoaommmonooe000000 m mmmo�o®oommm onommm ' 0000mmmom000mmmv®©000000® oo .. mmmo ��i0000mmm000aommmonnnonKa 000 ®mmmn0000mmm00000�mm00000mmm0000a�immmon®0000000m©o �mmmoo®vom®move©ommm00000mmmm0000mmm®m®00000®mm®o mmmno®vommmon000mmmoovoommmn0000mmmoon000000000m mmla" 0M=mmm000oa mmm000®©mm00m000 mmmo®0v0 OOOO®®OD mmmoovoammmnn000mmmnonnmmmmo©oaommmnom00000000®e ®mmmoaoIMMoommmvo©oommmg0000ml00000moonn000no�000®UNKENIMN KNUMM 92113 MEMOo m®8n®�oom®mo�000MEMO noommmn0000mmmElJLW Mn....&aoo mmo©000aammoomaommmv0000mm0000aommomm0000nom®moo �mmMP000mmmmno®aommmogaoomHi000000mmmov000n000mm000 mmmooaaommmoo�ioiommmoo�i�iammmoa000mmmmma0000nmomoo a>tmmo®oaommmo®aoo mmm000ao moovovao mmovoaoo oom© Eaoo mmmmv000ammmnm000mIM93 mmommmnooaammmo©aoonnnnnoono ' mmvooaoommmom000mmmom000m�m0000am®®0000000movo�oo mmm00000mmmovoaommm00000mm0000aommom0000000m® o0 mmmam000m®mnm000�m�n0000mm000000�®�®©00000000�oo offiommg000 mmn©000 mmmn0000 mm000000 mm®e0000 oo®n©000 �mmmm mv000000voaommmaovooaoo ooaomo vaoo o®000 C31 WH000m®mmm�00000noo�o"0000n©o�a0000KA �igi000 mmvoa000 mmm00000 mmm000vo nm000000 mmo v000 000©mono �mmm00000 mmm00000 mmm00000 mv0000ao mom00000 no©m0000 mm©000aommm00000mmm00000mm0000aommm0000000000000 mmv00000 mmm00000 mmm00000 m©00000gimMm00000 oono�000 ®mm0000v cu0000ao mmmmmmmmom000000 v0000WIN 0 00o0 ' 1 • ' 1 ' 00000m �om000000mm000000m©oo�000�n0000000W� ICm �o®000 1 • . mm0000aamm000vaomm000000m000 o�ao�oa0000000®m0000 1 mmaoaaaomm000000mmooa00000000000v000000000000000 • • • 000HIM ooRon omm00000�o�g0000000000000000les �m000000am000000000000000�i0000000m000000000000©00 �000�i000�0000000m0000000vva0000�a0000000000®©0000 m000000o m000000o m000000o m000000o moa00000 o®�OOOOO �00000000�'0000000m0000000�0000000�00000000��®0000 m0000000�oov0000m0000iean�zoz�0000scaiaomoe000ig000®eee�io ; MAXIMUM IMA ANCHOR• SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATIVE A PRESSURE RATING AND CORRESPONDING Womw TYPE FOR CONCRETE DR CONCRETE BLOCK INCTALATION$ (SEE MOUNTINGS E.U. k H ON SHEETS 6 e 7) 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUTED OONCr&TE/CONOE7E KM POURED CONCMM (A) TO EXISTING POURED CONCRETE (Min. Fc - 3 ksi) (K)WALL $ILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W. BUILDEX. (Min. rc - 3 ksi) fIM111 ANCHORS SPACM LEGEND - 1/4'0 .3/4•ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW. BOLT k SPECIALTY COMPANY. (Min. f'c- 3 ri) hU 11,1111'DESIGN*AM IMF59RE 'tll➢rA NMWt PIESA0IE W111G - O DESION NIMA16E OREQ06 M1f1C TAPCON OR - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. Fc - 2 ksi) 301-110T_- 73 00 1x0 160 203 30 40 60 73 90 120 160 205 30 ♦0 60 75 90 120 160 xOS TAPCON WITH ADVANCED - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT R SPECIALLY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. l4 12 10 9 6 0 • 14 12 10 9 • s a 14 t2 10 9 Jae 6 6 THREADFORM TECHNOLOGY (Min. rc = 3 ksi) 3'-O' 14 12 10 9 e 0 6 6 11 1x 10 9 8 0 0 6 14 72 10 0 6 6 ALL POINTS SOLID-SET OR i4 12 10 9 8 0 6 6 14 12 10 9 0 6 6 6 14 12 10 0 6 s OLLIE TAP W/CAP- NOTES: 14 12 10 9 0 0 6 7 14 12 10 0 0 e 6 6 14 12 10 0 6 6 TAPPER+ A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER. 14 12 10 9 e 7 AS 33 74 12 10 9 8 0 6 6 11 12 10 0 6 5 ANCHORS IS 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0" 14 I2 10 f 0 8 6 6 14 11 10 9 0 0 6 6 11 11 10 9 6 &3 14 12 f0 9 8 • 6 14 t2 10 9 0 0 6 43 l4 12 10 9 4 ].! A2) MINIMUM EMBEDMENT OF 1/4'0 A 3/4•ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 6 • 6 4.5 14 12 10 9 0 8 6 53 14 12 10 9 6 ♦3 IMO STUCCO SHALL BE PERMITTED1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO 1♦ 2 10 9 7.S 0.S ].S - f1 f2 10 9 e s e 3 1{ 2 10 9 S.S 4 •SPELNM_AON Or usE FOA EXIST.AND 1'MINIMUM FOR WALLS 90TH NO STUCCO. BIAR lA ON SWO 19 14 11 10 9 0 8 6 6 11 12 10 f 8 6 6 S.S 1{ 1s 10 9 6 43 R_ 12 10 9 8 7 4 - 14 12 10 0 e 6.5 S 15 14 12 10 8 6.6 S 33 3 A.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, f4 12 t0 9 8 73 4.5 - 14 12 10 9 1 e 6 6 4.6 t1 12 10 9 6 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 93 73 0.S ♦ - - 14 12 10 9 6 73 53 ♦ 14 12 10 9 8 6 4.3 33 NOTES A1) k A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 f 8 6 6 - 14 12 10 9 • e • S 11 12 10 9 8 63 3 1! INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 73 53 3 - 14 12 10 0.S 7 5.5 1 3 f4 12 0 0.5 0.5 4 3 /a 12 10 9 e 6 - - 14 I2 10 9 0 63 S l4 12 f0 0.S 6 ! 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) f 0.6 53 3 - - /1 12 f0 f 0 63 43 3 1/ 12 10 6 7 S 3.3 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORMAN TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. t4 IT T 12 8 9 0 1{ 11 10 a 0.S { f412f 7.3 8 - - 14 12 10 9 0 7 1.S 5 3.5 -4 1 03 7 53 41,11,1/ 12 10 f 7.! 5.5-4_ 3 - 1/4'0 . 3/4MANUFACTURED POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT h SPECIALTY COMPANY. 7 - - 6 { 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. l4 12 10 0.3 7 { - - 1{ 12 10 0 7.513.514 - 1{ 0. 9 7 73 A0 - - - 1/4-0 TAPPER' ANCHORS AS BY POWERS FASTENERS. INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 it 1.5 - 74 12 10 9 73 3.5 4 - 14 12 9 7 6 43 3 - ta 12 IO 9 6 6-5 - - 11 12 10 9 • 6 4 - 14 12 10 a 6.s 5 3.5 - NOTES: 8'-0" l4 12 63 7 S.5 3 - - 14 12 6 K3 SS { 3 - 23 93 6 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4"AND IAPCON 14 11 s3 73 • 14 12 93 8 63 ! - - 14 12 e -L-.!I5 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1' 13 f. 6.6 S 3.S - - 14 11 10 0 03 S - - f4 12 8 0.3 ! 1 - 9._0. 14 12 10 9 6 - - - H 12 10 9 73 4.5 - - 11 12 0.S 7 15 4 - - B.2) MINIMUM EMBEDMENT OF 1/4'0 . 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO 11 1.5 7b 6 / - 14 11 7 5.5 S 3.3 - - Il 0 S3 /.3 33 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/1"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 14 12 8 0.3 /3 - - 14 12 0.S 7 0.3 4 - - 14 10.5 7 33 6 4.S - - EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 13 5 0. 4 - - - - 14 12 9 7 6 43 - - 14 11 0.5 43 33 10'-0" 14 12 10 0 73 - 1{ 12 10 • 63 ! - - 14 12 e 6 S 4 - - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, l4 10 7 S 33 - - 13 03 6S 5 / 3 - - 10 73 ! 4 ] - - - AN SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 73 SS - - 14 11.3 9 6 S 4 - - 2.3 9.5 6 S ♦ 4 - - NOTES B.1)k 8.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER OS t 5 - 1♦ 12 0 03 33 / - - t] 10 85 S / 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHED 20. 11 10 - - - - - 14 12 9 7 6 43 - l4 10.5 7 0.5 {.! 13 - - (C) ANCHORS SHALL BE INSIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 13 93 S - 12 9 6 43 4 3 - - 9 7 1.6 1! 3 - - - 14 t0 7 - - - - - l4 QO 7 S3 43 - - F 5 8b 53 43 7s (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 93 7 1.! - - - - - 14 11.317.5 6 5 - - - 12 9 6 4.5 4 - - - 14 11 /0 - - - - - 11 12 • 6.5 33 - - - 13 10 63 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ,IHGHORS: 12'-O 13 63 4,3 11 • 33 4 13 - - - 8 6 1 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES IHOICATED BELOW. cCR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACIr:( 33 9.5 6 - - - - - 1319.516.3 5 4 - - - 03 8 5 4 - - - - BY MULTIFLnnG SPACING SHOWN ON SCHEDULE BY THE FO-LOWING FACTORS. 9 6.5 - - 11 OA 7 S3 •3 - - - 11 0.3 !3 4.! 33 - - - RECUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM S-ACING INDICATED FOR EACH ANCHOR TYPE. 13'-0" t4 12 - - - - - - I• I.S 73 6 S _ _ - 12 9 6 1.5 4 - - - FACTOR 03 8 - - - - - - 10 7.s s 4 3 - 7.5 SS 4 3 ACTUAL TAPCON WITH ADVANCED TAPPER + 2.5 LS _ _ _ - _ _ 12 9 a 4.5 4 - - - 9.5 7 S ♦ _ _ _ _ DEDGE E TAPCON TNREADFORM TECHNOLOGY '� POINT SOLID SET BLUE TAP W/CAP WN.SPACING - - - IS f3 0.3 3 - - - - 0.S 73 5 1 - - - - FTV DR E.D. MIN. SPACING - 3' MIN. SPACING - 3" MIN. SPACING 3 1/2' MM. SPACING - 3" 3 J/4" 4" 14 ai 7-3.5 - - - 11 5 63 f.5 - - - - 10 - 9 i 4.! 13 - - 7 S 33 V DE W RED CONCRETE 8 MOIFED CONCRETE OOIIGtTE,� POURED CONCRETE k POURED CONCRETE t F'G18D ODIOEK 0O110E1E ROCK CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK 11 0 55 {.5 - - - - 9 6.5 43 - - - - - HV WIND III.TE BL MIN ED,1/2" 16M1 ED 1.0 I/7 MN.E0..3 1 MN ED.-3' �.ED.•J 1/2• ED..z 1/r - 12 9 e - - - - - 9. 7 . 3• 1.0 0.90 1.0 0.76 1.0 0.64 1.0 14 - - - - - - 3.3 10 es - - - - - Os e s - - - - - BLADE WORKING - _ - y - - - - - - e3 63 ♦ - - - - - 63 s 3 - - - - - IN UNISON ♦ 2 1/2' o.et 1.0 - 0.67 1.0 8.s 6 4 - - - - - 2' - 0.71 - - - 0.51 - - - - - 13 It - - - 9 as / - - - - - 1 3/4' - OAt - - - 0.43 - 16'-O' 14 - - - - - - - 13 9.S 6 _ _ - - _ 10 73 S - - - - = M35 e - - - - - - - e 6 • - - - - - 8 •3 3 - - - - - y.S 7 s - - - - - e 6 4 - -4_ - FLORIDA BUILDING CODE an ugh Velocity urricOne Zone] 111,1 9,„\.-,., .,`.Tj4�/- 02017 TILTEC0.INC. C2017 EASTERN KETAL SUPPLY, INC. s A S S A Accordion Shutter System o IL EC01N�. �} RV. aADE dt w/OR w/o H.V. vrlwoFv a" y American Shutter Systems a l� TILLIT TESTING h ENGINEERING COMPANY y v. x 15-08 DATE DRAWN et: Lc. �t * 6335 N.N.36:l, 51.34.305.NRGNY.:AR0EN5,RCRrCA 3Jt6 Association, Inc. 1 OLD 15-065 7/Z7/1 M7E: 07/27/17 0 A�D 4268 Westroods Drive 2 Ph- (305)671-1330.Fe.:(305)671-'531 DRAWING No :mss••'•.�RIDA..�'4� 1111 4-�'°cfe I1�c667 4-M West Polm Becch, FL 33407 3 / •• �� 111 WALTER A TILL'T J.. P.E. 4 17-107 P.E^`SCTtG�URS/DATE FLORIDA U../44167 3 SHEET 6 13 OF 20 mAximuM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE_ OR CONCRETE BLOCK INSTALLATION-1; (sFf uoUNnNCS I,J.K a L ON SnEE1 1) POURED CONCRETE POURED COIICRETE BLOCK ANCHORS SPACING LEGEND I WALK OVER e 1 TRENCN OJ RAINGUARD MOUNTING ©WALL/FLOOR MOUNTING OVER MOUNTING sty91 _ MOUNTLN 4_ _----.- ---- - - -- TAPCON OR (N 013100 aE6aaE IttE151 E cunt(aO 5E MSEW NEGATIVE PRES5111[MM SD.00011aPM PIR919a RAnNc(w 01901*Wx[1WMME PAW I TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 73 90 120 160 205 30 40 60 75 90 720 160 205 THREADFORM TECHNOLOGY 4 1 to 9 e 1 1 12 12 1s e. 6 7 7 7 5.5 5 s s 5 5 ALL POINTS SOLID-SET 4 12 10 9 6 • IT 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 S 5 S_ s 5 5 SLESS S 14 12 10 9 11 6 6 6 ,z 12 12 12 0-5 5 6 4.5 _7 7 7 7 7 7 7 LS S 5 0 5 ! 5 5 S BLUE TAP 1♦ 12 to • 6 • e 6 12 12 l2 12 12 10 ,5 6 7- 7 7 7 7 7 7 7 5 3 5 5 S S S 5 TAPPER+ t4 12 10 • a • 6 e 12 I2 12 12 13•.5 &S 5 7 7 7 7 7 7 DA ♦ 5 3 5 3 3 S 3 4 14 ,2 70 • a 0 a 6 12 1! 12 12 12 •3 7 5.5 7 7 7 7 7 7 7 7 s 8 5 5 3 5 s 5 N F 10 9 e !--0- a 17 T4 12 a.s • 6 4.5 Js 7 7 7 7 7 7 63 S S 3 6 3 5 S 5- 5 I4 ti f0 • • 6 6 6 ti /2 /2 1i 10 7,3," • 7 7 7 7 7 7 7 53 3 5 6 5 5 5 3 5 1♦ 12 10 9 e a 6 6 12 12 12 11 • 7 S 4 7 7 7 7 7 a3 4 3 a 5 3 5 3 4 3 5, °. 14 12 to • a a 0 a 12 12 12 12 10 73 S.S 4 7 7 7 7 7 7 7 7 S 5 5 5 5 5 S a I4 12 10 9 a • 6 a 12 12 93 7.6 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 3 ! 3 3 5 4 14 ,2 10 • 6 • 6 6 12 12 12 Aa a 6 4.5 - 7 7 7 7 7 7 33 4 S S S S ! S S 4 * SEE ANCHOR t4 12 10 9 a e 6 e ,2 12 ,.5 9 73 5.514 3 7 7 7 7 7 4.5 3.5 - ! 5 3 S s 4.3 33 - SPECIFICATIONS 6'-0� 14 ti 10 9 • s 6 6 1i 12 12 10 e 6 4.S 33 7 7 7 7 7 7 7 7 5 S S S S S S 3 ON SHEET 13 1• 12 t0 9 a a 6 6 12 12 a 6 S ♦ 3 - 7 7 7 7 7 5.5 4 - 5 S S S S S 4 3 1. 12 t0 9" a S 6 6 12 17 10 a LS S ri - 7 7 7 7 7 6 s3 - a 5 5 3 ! 5 43 - 14 12 10 9 • a e 6 12 12 10 a LS 3 ]A - 7 7 7 a3 5.5 4 - - 5 3 S a a 4 3 7'-0' 14 12 10 9 6 a 6 6 12 12 12 LD 7 3 4 ] 7- 7 7 7 7 7 i e S 3 ! a 5 -5 S a 14 ,2 10 9 a • { 6 12 10 e.5 5 43 3 - - 7 7 7 7 as S ] - S S 5 3 5 5 33 3 ,4 12 to 9 s s 6 a s 12 a.5 7 33 4 - 7 i 7 7 7 s - - s s 5 5 5 3 4 - 0 VALID ONLY FOR UP TO +70, -75 ,4 12 10 9 a e 6 - 12 a e- 7 Sa 4 - 7 7 7 &S u 3 - - 5 5 s s 4.5 3.5 - - PSF A.S.D DESIGN PRESSURE a.-O' 14 12 10 9 e a 6 - 12 12 O.5 7.5 6 43 33 7 7 7 7 7 7 7 • a S 3 3 5 S 3 3 RATING & FOR SPANS PER 14 12 10- 9 e s 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 53 4 - - S 5 9 5 5 4 3 - SCHEDULE NJ, SHEET 11 14 12 t0 9 • a 6 12 111 7.5 6 S ri - - 7 7 7 73 0 4.5 - --13 S 5 5 5 43 - 14 12 10 9 6 • 12 1.5 73 6 5 33 - - 7 7 &S S • - - - S 3 5 5 4 J - 9,_0. 14 12 10 9 a a - - [12 12 93 63 53 1 3 - 7 1 7 7 7 7 • 3 S S ! ! 0 S 3 S 14 12 70 It • a - • S 4 ].S - - - 7 7 7 6 S 33 - - 5 S 5 S S 4 3 14 12 10 9 e a- - 10 6.5 S 43 - - 7 7 7 LS S3 - - - 5 3 S S 5 4 - 11 12 l0 9 • a - 0.5 7 S5 43 3.5 - - 7 7 3.S 43 3.3 - - - S_ -L4 12 10 9 a a - - 11 L5 6 S 3.5_ - - 7 7 7 7 7 7 4.3 - S 5 S S 6 ! 5 1-54 12 10 9 e a - 7 4,S 337 - 7 7 7 SS 43 - - - 3 S S S 43 3314 12109 aS 9 6 3 4 - - 7 7 7 6 S - - - 3 5 ! 4.5 37♦ 12 10 9 Is S - 93 6 S 4 3 7 7 S 4 3 -14 12 10 9 a 6 - - 10 7 5,S 4.5 33 - 7 7 7 7 7 7 33 - 5 3 ! 5 5 5 5 4 ,. 12 ,0 0 • • - - LS 4 3.S ] - 7 7 • S 4 - - S S 5 S • JIL12 19a . - - . L3 - - - - - 7 7 . 53 4.S - - - 5 5 S 5 4.5 - - - \ / HV BLADE O N LY12 f0 • a a3 33 13 33 - 7 43 ].S - - - - S 5 ♦3 3.3 3 - - - 14'-O 141S 70 9 a - - - LS Ls S 4 ] - - 7 7 7 7 7 6 - 5 S 3 5 S S 43 33 t4 12 00 9 a e 6 4 3 - 7 7 L5 4.5 33 - - - S 5 5 s.S 4 3 - 14 12 10 • a = 10 73 7 • - - 7 7 6 3 - - - - 5 5 5 5 4 - - 11 12 to e a L5 a 5 4 33 - - - 7 63 45 33 - - - - 5 3 43 3,--r= - - 13'-0 14 12. 10 9 a - - - 13 ITS 6 43 33 3 - - 7 7 7 7 7 s3 - - 5 S 3 S 5 5 4.5 33 14 IS 10 9 • 7 5.5 3.S ] - 7 7 3 4 3 - - - S 3 S 4 3 - - 14 12 10 9 • - - - 9 7 43 75 - - - - 7 7 53 43 - - - - 3 3 5 4.5 4 - - 1♦ L2 10 • - - - 10 7.5 S 4 J - 7 6 4 3 - - - - 5 S 1 - - - 14'-0,14 12 10 • - - - - 03 • 5.3 4 3.5 - - - 7 7 7 7 7 4 - - 5 S 3 5 5 5 • 3 14 12 /0 9 - LS S J 7 7 5 3.S - - - - 3 3 5 • - - - - /♦ 12 1° a - - - - 6.5 6.5 4 - - - - - 7 7 3 4 - - - - 5 3 5 4 - - - 14 12 10 - - - - 9 4.5 33 3 - - - 7 5.5 as - - - - - 3 5 33 - N 12 10 - - - - - 10 7.6 S 4 3 - - - 7 7 7 7 7 3.3 - - S 5 3 S ! 5 • ] 15-0 14 t2 10 - 6 4.5 7 7 4- 3 - - S 43 - 14 li 10 - - - - - • • a - _ - - - 7 7 S - - - - - S S 3 - 14 t _ - _ _ _ _ _ _ 7 7 5 _ _ - - - 5 S 3.5 14 ti 10 - - - - - 03 4.3 35 3 - - - 7 7 7 7 6 ] - - S S S 3 S 43 33 16'-0.14 12 10 - 6 45 3 7 6.5 4 - S S / 13 - - - - 1♦ f2 t0 - - - - - 73 LSSJS - - - - - 1 7 ' - S 1 5 14.5 - - - - - FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 111_ 2C17 EASTERN METAL SUPPLY. INC. 1 c2017 n1Eca,1N BERTHA HVTM a 1 L E C O I N A.S.S.A. Accordion Shutter System ADE Americon Shutter S stems KV � I W/ W/O ATV WIC.• TILUT TESTING k ENGINEERING COMPANY p Y EN. OESpII►110e DATE da9W er: L.C.L.c. 1 Q••, `: Sass LW.3W St.Lt.305.VI141R4A GARDENS.FLORIDA 331 4268 Web 0Od3 IDnVe 2 OLD 1$-08$ 7/27/1 M1E 07/z7/17 Phone:(305)671-1530.Fc.: (305)07,-1531 DRAWING No [P.E. 011114 t-rlEatl 6o0co.com West palm Beach, FL 33407 3 BONAL ENS' ''1 WALTER A.TILLIT J. P E 4 SHEET719 O� '' FLORIDA Lic.#44167 S S�AC/-3696E/DATE s 1L4 OF 20 MAXIMUM ASD DESIGN PRESSURE RATING (D.s.f.)AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (S-E MOUNTINGS ON SHEETS 16 a 17). LJ B !:-�T FZR SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN I No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G-0.55, 1/2' MIN. COX 2 w/MIN.C-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD M�C-0.50 w/ W/ MIN. G=0.43 W MIN. G=0.36 MAXWAIM VAN(M) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. wAll MouNnNGS B.O. WALL MOUNTINGS M. N. O k R FLOOR MOUNTINGS M. N. O 6L R FLOOR MOUNTINGS M, N, 0 R FLOOR MOUNTINGS Wk X W & X WdeX Pk0 S &v Shv SAv m r96[1®F s OC99I IFTF6A v,kAlE IY6c I/IQ a r16[6elE i M m ImR laa hoc M m IsleE ISE rs m"W R191s M"94 W ma( MMM es 91Q m LBAY Ip[es M ®O[NSE■11i M m 1W6E R✓SI[M1i M JO 40 60 75 90 OS JO 40 60 75 90 OS JO l0 60 7S 90 OS 30 40 60715 90 OS 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 b 607 90 05 b 40 60 75 90 OS -0'OR LESS 12 10 10 9 18 8 6 16 6 6 6 6 12 10 f0 9 8 8 6 6 6 6 6 6 12 10 f0 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 6 6 6 8 6 6 6 /2 10 10 9 8 8 6 6 6 8 16 6 112 110 10 9 8 6 6 6 6 16 6 6 16 5 4 14 14 13 112 12 12 112 112 112 112 12 12 112 112 112 112 t2 12 12 12 12 12 10 10 9 8 8 6 6 6 8 16 15.5 12 110 10 9 8 8 6 6 6 6 16 5 12 t0 10 9 8 7 16 6 6 8 6 5 6 5 4 1 14 3 12 12 12 12 112 112 12 12 12 112 112 12 12 12 12 12 12 10.1 6'-0' 12 10 10 9 6 5 6 6 6 6 15.514.5 12 10 10 9 6 5 6 8 6 .5 15 4.5 12 10 10 9 6 3.5 6 6 8 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 112 12 12 12 12 12 10 8.5 12 10 10 9 6.5 4 6 6 8 5.5 4.514 12 10 10 9 5 3 6 6 6 5 4 3.3 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 1212 0. I2 12 12 10.58.5 7.5 a.-a. 12 10 10 7.5 4.5 3 6 6 6 5 4 WS 12 10 10 6 .5 - 6 6 S 4.5 3.5 3 12 10 10 4 - 6 6 S 4.5 3.5 3 8 S 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 11.5 9 7.5 6.5 9'-0'_ 12 10 10 S 3.5 - 6 6 S.! .5 .S 3 12 10 9 4 - - 6 6 1.!4 3 J 12 10 4 3 - - 6 6 4.5 4 J 3 8 S 3.3- - 12 12 12 12 12 0. /2 12 12 I. 9.5 8.S 12 12 10 6 .S .S 10'-0' 12 10 7.5 4 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 5 5 - - - - 12 12 12 12 1. 9.5 12 12 12 O. 6.5 .5 12 12 9 7 6 5 11•-0• 12 10 5.5 - - 6 6 4.5- - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 66.5.5.5.4.5 12 10 4.5 - - - 6 6 4 - - 12 10 3.5- - - 6 5 3.5- - - 12 t0 - - - - 6 5 3.5- - - 6 5 - - - 12 12 12 11-59.5 6 12 12 11 6.5 7 6 12 1.5 7.5 24..53.fl5 - 15'-0* 13'-0• 12 10 - - 6 6 - 12 t0 - - - - 6 .5 - - - - 12 7.5 - - - - 6 .S - - - - 6 .5 - - - - 12 12 12 0. 8.3 .5 12 12 10 8 .S 5.5 12 0. 7 14'-0' 12 10 - - - - 8 .5 - - - 12 7 - - - - .S .5 - - - - 12 7 - - - - .5 4.5 - - - - 6 3 - - - 12 12 12 9.5 8 8 12 12 9.5 7.5 8 4.5 12 9.5 .5 12M - - - 6 - 12 - - - - - ! - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 I1 9 7.3 5 12 12 6.S 7 8 4 12 9 6 1 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 1. 12 12 0. 8.5 6.5 4 12 12 8 16,515 3 i. .5 5.5 (L HV BLADE 0R '1% HV BLADE Wf t�A HV WINDOW BLADE WORKING IN UNISON* R •SFE UN�[Atip4 OF u rqt ADE`N dl SHEET 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID W000 SOFFIT SHALL OF AS FOLLOWS. 3. SUBSTRATE SHALL CONSIST Of THE FOLLOWING' -S(XUTHERN PINE No.2 W/G-O.y INDS) - 1/4-0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16 8 17. -SPRUCE PINE OR NORTH W/G-0,43(ND.S.) EXCEPTION:SEE NOTE 2 BELOW -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) -MIN. 1/2'COX PLYWOOD(1%6 APA) 2,ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SWILL CONSIST OF LAC SCREWS AS PER NDS 2015 SPECIFICATIONS- 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE Non Nigh Velocity Nurnccne Zone 11,,Ay /�% C2017 TILTFCC. INC. ®2017 FASTERN METAL S'UPPIY, INC 111 V��f \C EN, Accordion Shutter System A■S.S.A■ KV. BLADE /, W/DR W/0 KV. NANDPN GLACE .eye• •� TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems EY. DESCMPTION DATE DRAWN By. L.C. TO t, Association Inc. I OLD 15-085D7/27/17DATE: 07/27/17 355 4M.N.3&r.ST..SIA._'G5,YRGNLbA GARDENS.FLCRrDA 33' F 4Q Ph- (305)871-1530.F..: (305)871-1531 4268 Westroods Drive 2 DRAWING No c��I�y(V� 11 .-�X:Glucoeaa.coPl West Pelm Beach, FL 3340/ 3 =ss'0NAI 4"\�EEWATENB-OTIlT1 Jr.9r. P.E. ,7-,o/ FLORIDA c.f 44,67 5 SHEET P.E. SEl+C%316MA1URE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR jj� HV & A, HV* BLADES AS APPLICABLE WALL FINISH SHUTTER SPAN L+ OR L— F INSTALLATIONS INTO WOOD WITH HY BLADE 1 ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE S 1/4.O MTH DR A.S.D. DESIGN PRESSURE RATING FOR INSTAL L AIJON FOR MAX SPAN & TAPCON W17H ADVANCED WITH BLADE 1 WORKING IN UNISON TT/ 1 1/ORM TECHNOLOGY I 1/4 9 TAPCON OR W/ 1 1/2'Min PENETRATION TAPCON W.TH ADVANCED THREADFORM TECHNOLOGY T OF THREADED AREA TO T EXISTING W000 HEADER /� � � W/ 1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING � (SEE SCHEDULE ON SHEET 15) 'WOOD HEADER.(SEE SCHEDULE ON SHEET 15) f MN.SumAT1ON � II 1/4"0-20.3/4'S.S. MACHINE I TO GLASS(SEE f I 1 OR r 1�R fo SCREWS W/ 1/4'-20 NUTS I^ 1 SCHEDULE SAADE SHEET a \ 1'Min. / O 12"O.C. I ON SHEET 19 FOR 3 --EO EXISTING 6 MAWS'S/k 0 GLASS{ � ( I 1 I Z = I ) OR ry ( WALL-7 FINISH, 1 1 OPTIONAL L WALL EXISTING WN. FINISH 2"v!•WOOD _ - EXISTING MITI. I �.�•31 OR HEADER REOUIRED ---I@OR ®k 1 2'x4'W000 EXISTINC MIN SEPARATION I 4 HEADER REOVIRED GLAiS---+, I 1/4-0 TAPCON OR TAPCON WITH ADVANCED GLAA(SCHEWU ON SEETHREADFORM TECHNOI..OGY W/ 1 1/2- SHEET MIN. SEPARATION TO GU55 1 ' Min. PENETRATION OF THREADED AREA TO 11 FOR BUDS'D IND EXISTING —(SEE SCHEDULE ON SHEET S - EXISTING WOOD HEADER. ON SWEET 19 FOR GLASS--y ) \...• (SEE SCHEDULE ON SHEET 15) BLADES d`k SA T '—A - _ _ _2's4'CONT. SILL PLATE REOV UMN)HV WALL HEADER INSTAL L ATInN HV WALL HFenFR INSTALLATION eTIAN �� OO HV WALL Sill INCTe EXISTING MIN. SEPARATION TO GLASS I I t_ MN. SEPARATION TO CONT.-� GU55G vLA55 MIN. 5EPARATION TO CLASS I E%ISRN (SEE SCHEDULE ON SHEET 11) I EXISTING 1 7 (SEE SCHEDULE ON SHEET 11) W '-Q OW WHO PLATE,(SEE SCHEDULE ON SHEET 11) r i 1 - CLASS---- REWD. ' s 3 L 1/4"0-20.3/4'S.S. i I 1/4"0-20./4"S.S. ` .MACHINE SCREWS W/ \ 1 MACHIN[SCREW$ WINE \ 1/4-2C NUTS O 12'- I I USING 1/4'-20 NUTS I �I r FINISH O C. O t 2'O.C. i OR® t' 2"s4'CONT.-// I �OR v 1 CGL 1$ ..+•: WOOD PLATE 0 0- REO'D. I•-ED � 41751\l\\ <L\\ �I '•�,v\�� 1"Min. /4"0 TAPCON OR TAPCON WITH ADVANCED i �1/4Y TAPCON OR TAPCON WITH ADVANCED L J 2'.!•CONI THREADFORM TECHNOLOGY W/1 I/2• SILL PLATT Mi^, PENETRATION OF THREADED MEA TO R r THREADFORM TECHNOLOGY W/ 1/Y _. - _ 1/4.0 TAPCON OR EXISTING W000 HEADER, •:x; Min. PENETRATION OF THREADED AREA INTO PLYWOOD ` TAPCON WITH ADVANCED NOTE. REO'D. ) SEE SHEET 4 FOR tYPICAL \ (SEE SCHFDULF ON SHEET 15 �• (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2".4' 112 MIN. CDX, THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. _ _ _' �-WALL FINISH STUDS O 16'O.C. MAX._ PLYVIOCO RE0b. W/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CM BE -1/2'M.N. CDX PLYWOOD REO-0. WALL FINISH- = THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO RTTAC. PLYWOOD ST TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION, �HV WALL SILL INSTALLATION EXISTING MIN- 2'v4"STUDS O 16.O.C. MAX. RDAN ATTACHED TO STUDS N PLYWOOD TO BE ATTACHED TO STUCS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ©HV WALL SILL INSTALL eTInN ♦SEE UMjjATIONs OF E OF ©HV WALL SILL SILL INSTAL����� BLADE A ON SHOFTL' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone LET IE rj l( 02017 TIL TECO.INC.TTI �T` �� �� 02017 EAS'ERN METAL SUPPLY, INC. :.' ��c ENs�.• ,,�;_` ERT A H #; IL E C O INS. A.S.S.A■ Accordion Shutter System ? ITV. ALAE/1 W/OR W/O RV. W DOW BADE TIWT TESTING k ENGINEERING COMPANY American Shutter Systema [v.N tIE6CI1Mt1011 Assoctatlon, Inc. DATE DRAWN BY: Lc. N55 N.II.JMn,51.,Ste.305,NApNIA•,AgOENS.ROROA]J 16 1 OLD 15-085 7/2)/1 DATE: 07/27/17 Phone (305)871-1530.Fe.: (305)871-1531 4268 Westroods Drive 2 •" � OgIgA; F�`, a-T EB`0006719 cam West Palm Beach, FL 33407 3 DRAWING No � ��••1T WALTER A.TILL'IT Jr. P.E. 4 P.E I SEA4��, t Re/DATE FLORIDA U4./44167 +7-1 07 s 1 SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & - HV4_ BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUD ], ONLY WALL FINNISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN P ESSURE RATIN E SH 19 0 MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/4Y iAPCON OR rTAPCON WITH ADVANCED 4x8 (Ain.) EXISTING EO EO—r---2'MIN.- - THREADFORM iECHNOLOGY WOWBEAM REQUIRED. is W/ 1 1/2' M:n. PENETRATION 1/4.4-20x3/4"55. STRUCTURAL ADEQUACY \ _-- EDGE (IF APPLICABLE) OF THREADED AREA TO OF EXISTING WOOD BEAM EXISTING WOOD HEADER. *' Mo' 1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY -- - 1 (SFE SCHEDULE ON SHEET MACHINE SCREWS REGISTERED ENGINEER OR � j !q W/ t/4'-20 NlfTS ARCHITECT PRIOR TO EO - i--EO- - -- —.--_ EXISTING WOOD i 19 O 12'O.C. SHUTTER INSTALLATION. 1/2� 1/2� TRUSSES 0OR O.C. REQUIRED - 1©OR 1 1/A'0 TAPCONOR -TAPCON WITHADVANCED.257- THREADFORM TECHNOLOGYtEXISTING SOFFIT Max. W/ I 1/2'Min. PENETRATION 3/4'Max. THK. OF THREADED AREA TO EO EO- i /14X3/4' EO EO-i I a,. OPTIONAL EXISTING WOOD HEADER. ',i S.M.S. 1'x4'xt/6"CONT. ALUM. TUBE �; i i;1.,�: (SEE SCHEDULE ON SHEET 15) f O 6'O.C. I (6063-T6 ALLOY) W/ O O 1 Of©or © (3)5/16'0 LAG SCREWS i0 iy;i:+- 1 Or 13 or 15 I EACH RAFTER OR TRUSS. EXISTING MIN 2'x4" LOCATE LAG SCREWS AT EXISTING--'-I HEADER REO'D `/ MIDWIDTH OF EXISTING WOOD GLASS IL. MRL SEPARATION TO GLASS OPEN HOLE AT EACH--!' -) MEMBER, (2'Min. NOMINAL L (SEE SCHEDULE ON SHEET it) E%ISONG I STUD TO ACCEPT WIDTH)W/2'Min. GLASS 5/16'0 TAG SCREW �• PENETRATION OF THREADED AT CENTER OF TUBE. AREA VALID FOR .__.... i IN1 CATION s INSTAL.ATIONS WITH 72pt (S HV WALL HEADER INSTALLATION TO MASS(SEE s LXISrNc MN S"WVAaN MAX A.S D. DES GN LOAD AND SOED.AE ON SNFT r GLASS, ro aA',5(SFE g'-O-MAX. SPAN- THIS '11 FOR a", AND ON SHEET INSTAL ATION S ONLY VALID BLADES(I 19 FOR -. i@ OR ®• 1�9(SIAtE 4D I FOR WOOD W/MIN. SPECIFIC t-SCE SHEET 1 FOR TYPICAL SHUTTER ASSEMBLY -- EET 19 FOR GRAVITY OF 0.50 AS DOUGLAS 2-MOUNTING SECTIONS CAN BE COMBINED - aA�R-'•® ®• FIR OR SOUTHERN PINE No. 7 IN ANY WAY TO SUIT ANY NSTALLATICN T HV CEILING INSTALLATION ) OR OR EQUAL. _ U_ HV CEILING TO MW. SEPARATION TO GLASS _SDIMULEa ON SHEET(SM �- OR la I MIN. (SEE SCHEDULE ON SHEET 11)--- EXISTING I��14 F0� X SEPARATION EXISTING �^ GLASS _I TO GLASS CLASS-J ..V BLADES G.A,� ((SEE SCHEDULE L \ ON SHEET I I I (ALTERNATE_ WALL _� ©tl ANCHOR LOCATIONFI ,, 1 /4• I 3/41'MIN LXISTING / /10 / HEX GU55 Max. WASHER HEAD TEK — �I \_ I 2x6'MIN. WOOC 1 OR 2'x6'MIN. WOOD SCREWS O 12'o.c DECK REOUIRED DECK REQUIRED (NO No FINISH ,I FINISH ALLOWED) ALLOWED) --I/1" 1• EDGE - 18 L-EO EQ EDGE Of DECK_ �- OF iv IF ARPI(CABLE �_ - e O=_j _ DECK IF - _ _- - __ -' -EDGE OF DECK \ 4-20x3/1' APPLICABLE - IF APPLICABLE 1/4.0 TAPCON OR 1'�, PHILLIPS TRUSS HEAD TAPCON WITH ADVANCED M'n' - 2'x4'CONT. MACHINE SCREWS _ •-SILL PLATE 7HRFJIDFORM TECHNOLOGY W/ 1/4'-20 NUTS - / 1/4"0 TAPCON OR TAPCON WITH ADVANCED W/ 1 1/2'Min. PENETRATION 1/1'0 TAPCON OR TAPCON WITH ADVANCED TNREPDFGRM- 2'MW THREADFORM TECHNOLOGY W/ 1 1/2'MITI. I 2"MINI REO'0. OF THREADED AREA 70 O 12'O.C. TECHNOLOGY W/ 1 1/2' Nin. PENETRArON OF THREADED PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEF SCHEDULE ON SHEET 15) AREA TO EXISTING W003 HEADER. (SEE — (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) • SEE U4 T 25 OF USE FOR V HV WALL SILL INSTALLATION ,B WHY FLOOR INSTALLATION ATION CX HV WALK—OVER INSTALLATION 1 FLORIDA BUILDING CODE Non High Ve,oc ty Hurricane Zone ..7",: TLTE-C. INC C2011 EASTERN METAL SUPPLY, INC. sF•' � � �LTE�C-0 , r� BERTHA TM 1Ac ordion Shutter Sy stem■ ■ H.V. 9AOE p1 W/OR W/b FEV. WNWN 0" `�•'• + '(fI� * TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems EY N LxSCA1PT10N wrz DATA 6r Lc. •'•, ;'•Q`1S 6355 N.n.]6tn.s1,SM._'J5.NRu'!RA GARDENS,FLORiOA 331 Association, Inc. I OLD 15-085 7/27/1 GATE: 07/27/17 1 Phone:(305)871-1530. F, , (305)871-1531 4268 Westroods Drive 2 s/ANAL EN� 'IEIL 4-m Ee 'Iea9.�„n West Palm Beach, FL 33407 s DRAWING No ' WALTER A.TILL1T Jr. P.E. 1 17-107 P.E. SEAL/SIt.WURE/DATE FLOROA Lk.0 44167 s SHEET 6 17 OF 20 END INSTALLATIONS 11 HV BLADE OR 16 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2-.4•MIR. r51Jo5 REG'L YM'IM HOOD MVOp STUDS STUDS .D (AS MPUFJi ) \ / tN4C1 O�6''O.C. 2'.i w•II, \ / SIVOS OR r/II•L \ / \ / (AS.➢PUGA%E7 'YOC3 STUDS t/1'PENET/GTgN \/\]l \ FxISTWG Gus'_ / ,O+OO Cox i- R/WOW F NO / \ { ENDS MST L-TWG CI SS 1 �r•I19M Ln$TNO GIASs 10 Q�(� -_ ,/r MIN.Cox --— "g^'(C4 • (_xNER_A� LMRATIONS AND CONDfT10NS OF DSE FOR BERTHA 1 MAX. ASO, DESIGN PRESSURE RATING: +110• - 1'.0 p.el 2.MAX. SHUTTER SPAN-. 96' 3,ALLOWED MOUNTINGS:AD. G k H ON SHEETS 6. 7;AS WELL AS MOUKTINGS M.0,T.U&WON SHEETS 166& 17. 410R�5 OAN�LY CED NMA SYMME> �ORH OPPOS OR(AD ARE T. ALLOWED WITH 1CASE OF ) QS �0a N YO 1T.(7'�MUST BE MCLUDED ONLY AT EXTERIOR ACCESS SIDE OF ® f� CENfERMATE rfP �EAD • 5. (A) L WINDOW RUDE�L CHALL ONLY ALLOW A N—IM LIM EE 5 OPENINGS (3"0 HOLES)FOR tH PER`MADE AT SPACINGS SMOWN ON SHEET t. ANX. 5 WINDOW5 I • • OF ANY 3'R CLEARANCE HOLE EOR W TOP OR HALL�2OM EDGE OF HV WINDOW GLADE Q ALLOWED AT 11V uR WINDOW RUDE 1�1 (C)FIRST OR LAST BLADE CCMING OUT FROM STARTERS AT ENOS MAY BE HV WINDOW BLADE 1 A I • I vl (0)XV WINDOW BLADE 1I MUST RE USED ALTERNATE TO A SOLID XV BLADE(i) ` THROUGHOUT SHUTTER'S WIDTH. C • • \ yoy (E)CE�ERMATES SHALL ALWArS BE INSTALLED ADJACENT TO A SOLID IN �p BLADE 1 AT EITHER SIDE OF THEM. jyyx [0 yy 3a (F)POLYCARBONATE HV WINDOW/¢4 SHALL BE INSTALLED SO TABS FACE SEE END 2 THE INTERIOR Or THE OPENING BEING PROTECTED. NV W NOOW MUST BE CONNECTION • • ggls+ ONLY INSTALLED MID LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA DETAILS ON SHEETS Y INC. 10 h IB TYP. h� FULL HEIGHT.-- p 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME Aha BJILDINGS ON SHEET 15.AS UMITED BY SPAN AND DESIGN LOAD(SEE NOTES 44 1 k 2 ABOVE) 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED E CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 h 13 AS UMRED BY SPAN AND DESIGN LOAD(SEE NOTES 1 6 2 ABOVE). e MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: D H (SEE PIAN FOR O REOINREMEN79) , � I - TSP TOP f 807704 W Lys'\pR a 6 7 'RIND ZONE MINIMUM SEPARILTpN 70 GLASS ___._.__._ _ - - -UNLIMITED WIDTH..---. —_-_-- 1 1XRU 3 1' ELEVATION WL SDVF*ION 70 GLASS - 6.25 EXISTING GLASS SEE 90EDLLE ON SWEET 11 FOR RAM(T. _ ND ON THIS SHEET FOR BUOFS 0&e _ _ . _-_ X. LEY ES\� ALTERNATE OPPOSING CENTERMATES 21.2,7 W/& VEE ^�\�` �! 4 AND W/ 41 OR Z. (SEE NOTE 4 ABOVE) 21 @6 t , SYM IC CENTERMATES.�!`?}?3 w/2 OR 9:AND --- W/O .( NOTE 4 ABOVE) PLAN �� 2C1x•22r'- TYPICAL 1�) HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1A SHUTTER* _-- A~ FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone A2017 TILTECO.INC 02017 EASTERN METAL SUPPLY, INC. \CENSE''•;� BERTHA H VTM Accordion OR On /IL EC O NcA.SS.A. �vE #1W/ t)RV. WDWDE American Shutter Systems NF J Q ?ILLIT TESTING k ENGINEERING COMPANY y REV. DEs 15w08 /27 DRAWN 0 L.C. :' � ; , ss Nx.Se1A.sL.u. ws,vwcINw cARCENs.nala 331a AetOCIOtIOflA Inc. 1 OED 15-085 7/27/1 DALE: 07/27/17 Ph— (305)871-1530.Fax (305)8,1-1531 4268 Westroads Dri.c 2 DRAWING No S'�•" •• � r1 .-mm:rebcoeeo.com West Polm Beach, FL 33407 3 /0NAI Ea.•�' I;000671! 17-107 WALTER A.TILLIT,r. P.E. P.E. SEAL/SIGNATURE/DATE iLORDA x ►tt,67 ` SHEET F 6•x 1 1/2'.0.035'THICK INSTALLATIONS W/ HV BLADE & HV CENTERMATES ®1 -,2000- Mox _ 'MXn.ASTM A-653 GRADE 40Mi ^ VARIES NA^.G-6O GALV.srm 2" M°` I INTO METAL STUD WALLS tx I.MCI SILOS At 16.O.C. u 43b -- ---- O 6 D.C./ _.1 ® 1/4-o NOMINAL 38GENERAL LIMITA IONS AND CONDITIONSALUMINUM SLEEVE T2 0 I FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY Li 3/4 x 6 1/40x 0.X135•THICK YIn 1 � I r 3 _ SYSTEM INSTALLATION TO METAL STUD WALLS OONt.GALV.STEEL 71FA[K CIVNNEL.,O 6'O.C. I O 6'O.0 .. I 1 N Asn A-653 GRAOF w�.c-60 I SEPARATION TO GLASS SCHEDULE 3000'_ GALVANIZED FASTENED TO STUDS I Mcx. W/(2)06x1/2'TEX SCREWS ON , EXISTING FINISH 3g ' /� 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR♦EXTERIOR FACE I AS APPLICAB_E LJ N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM o ASTM E-1996 SEPARATION 43° LENGTH + t- MIN. SEPARATION ,I 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING GLASS- TO GLASS - (SEE SCHEDULE) 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 iHRU 3 - 43 1�4"f-20X3�O LT I (T+P) MUST PENETRATE m WITH#(2) ARRANGED A METRICAL LAYOUT. I O J USE 35 (6' LONG, MINIMUM) MUST ALWAYS BE 4 a" t 3/i.6 1/4 x ao35 rHKx M. i EXISTING FINISH � INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF t.373' COTR.GALV.STEEL TRACK CRANTEL.I AS APPLICABLE ,i j CENTERMATE. ASTM A-853 GRADE 40 Min.G-60 _l._—� —T� GALVANIZED FASTENED To STUDS I , n (2)16x1/2'TEK SCREWS ON i 43c <3a �T— R2) G EXT'TEKIOR FACE I O V O.C. O 6'O.C. 4'0-20 THREACS - BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 1/4"0 ELCO CONSTRUCTION_ CENTERMATE 2�APPLICATION WITH BUDS(D PRODUCTS FAB—LOK HD W o - •----- ) 43b V. 1 1/2%0.035'THICK VARIES.. 0 6' 0.0 Min ASTM A-60 -653 GRADE 40 �' t• 2- Mo:.— ,� COMPONENTS METAL STUDS AT 16•o.c. ;D. - \M� WALL HEADER/SILL INSTALLATION _EXISTING FINISH AS APPLICABLE SCALE: 3/8"= (TVP.TOP&BOTTOM) !EXISTING GLASS _ _ _ _ ,CONT. GALV STEEL TRACK CWWNEL, - 1 ASTM A-553 GRACE 40 U-G-60 1 I .1 i i i i GALVANIZED FASTENED TO STUDS SYMMETRYCAL I ; SYMMETRYCAL t /O #60/2 TEK SCREWS ON I i 430 436 43C- , 1 i YIN. SEPARATION VARIES I INTERIOR t EXTERIOR FACE I CENTERMATES W/ I I CENTERMATESW/ I TO GLASS 2• I EXTERIOR ACCESS SIDE INTERIOR ACCESS SIDE i (SEE SCHEDULE) Mg.. 4 ----------=-=-------------- ---- -- ---- --------------------------- ---- ---- -------------- --------- ------ ------ -------------- --- 4 ------------ - - ••O IN 3 (6"Min.) IN I ------ -------------- ----------- -------- ------_____ _ _ _----=—__ -- --_ —_------------- ------ 24 ---- -- — --- -- - --- - -- a 01 -- --- --- --- ::--7 �T --------- ---- ----- -- ------- --_----__-- - -- -------- ------ - - __