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Home My WebLink AboutProduct Approval-Shutters, Accordion e 1 1.1?..„.iZ` t 1 iPIIS .,� + 111.8„ k ita l,i Ir'i7 i� °tiv(11; . :��r� �ii� : 1 I > _R -� _ L is (x• t+oael litarts<oarl T I tZl cIQvri+: SCIS Home :Log In I User Registration Mot Topics Submit Surcharge . Stats&Facts i Publications , Contact Us SCIS Site Map ! Links' I Searci ,I. i dbOr i r Product Approval y, USER:Public User product AnamvSl Montt>product or Aooiwotlon Semh>}tnPia;ttmn I l4i>Application Dotail f t ; 4-,4,,r ' FL e FL389-R9 RF1 Application Type Revision 'op Code Version 2017 144,2 FO Application Status Approved � �i'� 24/ 4��bpd 1 Comments vs),to , Archived ] yS l °//t 0 Product Manufacturer American Shutter Systems Association,Inc. 0 Address/Phone/Email 4268 Westroads Drive West Palm Beach,;'FL 33407 1,44 209-8263 ra >,e3 bfeel(561ey@eastemmetal.com Authorized Signature Bill-Feeley � 0 Irodriguez@easternmetal.com 22 .. 0 Technical Representative CO Address/Phone/Email - A 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 i 0 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 AssuranceContract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. i-•i Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COi AMERICAN SHUTTER SYSTEM ASSOC„1NC. DRAy)((L . 7-107 CERTIFICATE OF INPEPFNDENCE,PDF Fi.389 R9 COi AMERICAN SHUTTER SYSTEMS ASSOC,. INC.; DRAWING 17-106 CERTIFICATION OFiN_DEPENDENCE(I).PDF •9 • •u.• At, S i u P•_1 1 •. It CERTIFICATE OF INDEPENDENCE.PDF Referenced.Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 • ASTM E-3302002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By I, Sections i'rom the Code I i Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated -10/18/2017 Date Pending ESC,Approval 10/19/2017 Date Approved 12/12/2017 Summary of.Products 1 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 Createdby.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- 1-1V3 blade w/o window 7:HV3.blade'w/o;-window biade,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 II 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 I / pressures. 389.2 13e a NV Accordion Shutter-Blade Extruded'aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No Hali9 R9 II AMERICAN SHUTTER SYSTEM ASSOC*, Approved for use outside HVHZ:Yes INC.'DRAWING 17-107 BERTHA H V 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 ASO 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 far 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 NV 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 AMERiCANSHUTTER 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. 16'41"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•onsheet 12, Evaluation Reports 25 and 28 respectively FL389 R9-AE AMERICAN SHUTTER SYSTEMS ASSOC,. INC, DRAWING 1 7-106 PRODUCT EVALUATION REPORT.PDF Created by IndependentThird Party:Yes ' EMI ME Contact Us;:2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is anefund Statemen 1 AA/ESO Gonvdnht 2007-2013 State Florida.Florida.:r Privacy Statement::Accessibility Statement): Under Florida law,email addresses are public.records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.467.1395.*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 emaiis. 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,FS.,please click'here. Product Approval Accepts: GENERAL NOTES: 1. BERTHA M.V.ACCORDION,SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(FED.) 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. ""--C T T DESIGN WIND LOADS SHABE DETERMINED AS PER.SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE Q1 CON TEN-I S LL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kda0.85,.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(&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: NV BLADES C1) & dA BY MULTIPLYING THEM.BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.0)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 OYER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NRI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR COm1.60'WAS,USED FOR VERIFICATION'OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL.SHUTTER ASSEMBLY 38-44 SHEET 4 AR REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL ^ -HV BLADE Q #0214.01-03.#0715.01-03, /1004.01-OS, #1214.01-05, #0317.02-06,#0609.01-10 AND#0210.01-1I AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM(-1E186 2L H 86 AREA V BLADE CD AND HV WINDOW BLADE-`'rY AND(-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES I. 2&3)&#1220.01-10 AS PER TAS,201. 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE 0 10505.01-08 AS PER ASTM E-1888 AND E-1996.(MISSILE LEVELD.WIND ZONES•1, 2,3) BASIC PROTECTION ONLY AND.#0725.01-8B AS PER TAS 202 PROTOCOL. TYPICAL SHU I tH ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.ITV BLADE()AND FN WINDOW BLADE a ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 . INSTALLATION DETAILS 0-11, CONCRETE/BLOCK SHEET 7 3, BERTHA H.V.ACCORDION PINS(Hv SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SI-ALL BE#14.2.75"AND#14x1.75'RESPECIIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS NV SHEET B. STAPP FSS STEEL SCREWS WITH 135.0 MM YIELD STRENGTH AND 180 KsI TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA FN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER STSIEMD ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL,BE ALUMINUM ASSOCIATION ALLOY AND'TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD'STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-.75 ALLOY, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET' 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AI51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.HELD 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 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR.SPECIFICATIONS:INV BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE 0&6 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 ENO CONNECTION DETAILS 7-12 &X, WOOD SHEET 18 B. THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6`779,582.COMPONENTS OF TMS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'456,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA AA''�� 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 `� WINDOW BLADE 11W ONLY 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:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4: NV WINDOW BLADE ONLY CENTERMATES AND ENGAGE OR LOCK ALL NV AND HD LOCKS. 1 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 APPUED TO. 13.(a)THIS P.E.O.PREPARED BY THIS ENGINEER IS'GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROTECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE.SAFETY or THIS PRODUCT, BASED ON THIS P.E.O-, 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 BT ANY MEANS. (A)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.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.E.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. (e) ORIGINAL P.00-SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. - _ _ -- • - ✓T++AA+A�Y+'AT�•+�,�' FLORIDA BUILDING CODE(Non-High Velocity Hurricane Zone) �� A 1LLLI,.��,r Tice;;,...... 02017 TILTECO,INC. TO 2017 EASTERN METAL SUPPLY. INC. A``,1 *r.'",\ ENSir ..,9 - BERTHA HVTM fiO S•S A Accordion Shutter System, / 'IL'E C O #M C. . . . .. . H.V. BLADE#1 W/4R W/0 RV. WINDOW ELAtE 9 iiKfa 1 " " American Shutter Systems GIN.No DESCRIPTION DATE DRAWN LC. - % `,�i��`t'UF/ TINT TESTING & ENGINEERING COMPANY .1S r Association, Inc. OLD 15-085 07/27/17 DRE: 07/27/17 A\ A]5PI-Ofl J61R S)t.Ste.JM' AROMA GJOS)A I.ISS1.0413A 53166 4268 Westroods Drive z qt:"-%':10R0 '... `,..,_ , i4 r. Phone:(305)971-153o.Fm:(305)871=1931 -DRAWING No 7P,tpc:(QR��): \,1i, o-aloCe cl�sg9.corn west Palm Beach, FL 33407 ; '7",�07 TUu/ONA.t SIL WAUEA A.T1WT JF.P.E. , P E $EAt-/SI&NATURE/DATE FID BOA:Lie.#44167 5 SHEET 6 I OF 20 • YA _____ _ _ _ 1., R!ES '• 1.91:` . .3 •113 t3. ; bI Max. ir- tel W (7)_ __.-11. -ill1/41-1, . Mr- . .t -".• ) v.,5s, I0 1 ......1 i 4.385'44;,- _ X t's' "10,,mv acrilaw STARTER . - '. ,,.. CD MV SOLID BLADE ®HV UNIVERSAL FLOATERr..I., m QUALIFIED FOR USE W/ COVERED UNDER'US PATENT # 5,458179 QUALIFIED FOR USE W/NV BLADE® 0 HS/ DIRECT MOUNT 1,IV BLADE01 @ HV WIDOW BLADE* 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W/ NV 6063-T6 ALLOY AND TEMPER BLADE . 'SEE UMITATIONS OF USE OF BLADE 0 ON SHEET 19 6063-16 ALLOY AQ TEMPER .37' ,--grt i 6063-T6 ALLOY AND TEMPER ._ ` 1.600" r• Minor r to, alle I °I,... .5 0- . 2,70' -1 ix I:3 .670" X 2e .. ,,--• ----:''`,.: °0 ' 1111111....11f: ( It , . 52 .... IF , .. .1 aL.„,i • L. g iri' ' IN NA § PE 92- -1 0 HV ADJ. ADAPTER W/LIP • 4436' i.12 I. IIII igi...1.-.255. 37W 1,..., 1 V5` *.-- 0.072" I 1 0.* 2' --I ill.. QUALIFIED FOR USE W/ NV f®MV WALK-OVER TRACK BLADE 0 ®HV TRENCH.TRACK QUALIFIED FOR USE W/ NV ®HV ADJ. FLOOR TRACK 6063-16 ALLOY An TEMPER BLADE QUALIFIED FOR.USE W/ HV QUALIFIED FOR USE W/ NV 6063-16 ALLOY (AS, / TEMPER BLADE 0 ONLY. 61-0 HV RAINGUARD .BLADE . 6063-16 ALLOY AND TEMPER ---QUALIFIED FOR LI VI/NV 6063-T6 ALLOY 4 TEMPER 1 VARIES '2 1.936' BLADE a ri. l' 1.915" q Mil VARIES 1.936' 6063-16 ALLOY AN TEMPER _ ,tiax. '2 1.917' III'Ft i'11 .083' .0 I •C'83" Li . 9, r-083- 083" 1". • r- , 4 .0.4. CI-1.09r '8 --9Tr . 13 ; i ir, ; .125' •-.1 xr! 3.0 .0. ; O a-I .060* I 1 4 4 670 1..x . 2.'t Mt k1.11 -).---1 4.4 3,520' I g 1 (f:1), HV CEILING HEADER .20 MV HEADER/SILL Of HD CEILING 'HEADER/SILL I QUALIFIED FOR USE W‘NV BLADEOONLY OTALIFIED FOR USE WI NV BLADEpONLY, 6063-T6 ALLO AND TEMPER QUALIFIED FOR USE W/ NV BLADE® (1;1)HD WALL HEADER/SILL SEE SECTIONS FOR VAUDI . SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ NV 6063-16 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER' BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER ::1 1 1 ' di . mm.x sm.Y MN t COMPONENT A 9 TI 12 ' /- )C I 'Y t r 1 2' 0.125T 3 1' 1- 0.062' 2" 5"MAX. 1/8" 1/8' @ ; L - ' 3' I 3" 10.090" ....... , 0 2.C) eg 9.AIAX.I 0.192' 0.192' V 1 CORNER POSTS SIDE ANGLES , _ . QUALIFIED FOR USE,W,/ NV ALUMINUM ANGLES . @ 2.5" 7'1XA)4. 0.190. 0.190" auaurtED FOR USE W/ HV BLADE QUALIFIED FDA USE W/ NV . BLADE 6063-16 ALLOY AND TEMPER BLADEWONLY. (0 I '2' 5'MAXI'0.139"10,131" 6063-T6 ALLOY AND:TEMPER . 6063-T6 ALLOY'AND TEMPER . : FLORIDA BUILDING CODE(Hon-High-Velocity Hurricane Zone) - tons4,6•4,,..... I ... - ---171;;•,, tit k 774: .• 02017 TILTECO.INC, LID 2017 EASTERN METAL SUPPLY. INC. tott,t,Ve:•............... *--...:. BERTHA HVT,, / . IILIECO INC. \ Ali Accordion Shtttter System . ..SIIISmAa . FLV. BLADE#1 Wit bit viVo ay..VONDOW BLADE 1,.40AP i 41/41r1 4) i* ! MUT TESTING & ENGINEERING COMPANY American Shutter Systems .7,7'..,,, DEsempumi DATE DRAWN PlY: LC. Assoelation. Inc. 1 OLD 15-085 07/27/17'OATE: 07/27/17- 5 TATE OF ..3 i/ 6355 li,VI.36t6,St,Ste.305.vinutu GARDENS,FLORLIA 33/66 Tx.Stc.").,oC,4 • '4. Rio:(305)871-1530.Fax:(305)87T-1531 4268 Westroads Drive 2 DRAWING No .-...,..k. e,ncTA:vithc0000Leon, West Palm Beech, FL 33407 3 ...--.*,\" 0% Ea-0006719 ' 4 * 17-71 0:7 ,,..,E/DATE WALTER A.M ..It DT .P.E. P..C. 3RWIM FLORIDA Lic./44107 s SHEET -'564,5 OF 20 . . . -- - - - c.- 4.669'. 4,57' I 1/4'-2011 1/4^-20 DIE CAST 1( 4,' 2... F- c ,/,,,,,„,,,..., 2.2$3` .745- o i 0 3 FLAT!SAO v THREAD® Hip 9ui• - INMOST) /��--DMp�E CAST I O., i O .. =LI• . I °ih•o ( w ^,,`v, (2 7w.3�,..01..H1 � Vii.. - �i-9v([D PANTED Os -.-{' m . r�_�+r`T-•h o III 1v anIirrrl 4 1 L.I ( t o SCI ORLSS TURN k114_, J! �, /% .062' �� rn u1} '------° AL.,. I ',II"' "' '1 I 1, - 7 7i I ml 1 ,�� I RNOB. �x o m �� m � �i �r /� $ I',.325- �� aIm �� .316• ..I - U } e BRASS CYLINDER :.i eRAss CYUtWER p21` I • 04 4.„.. `�, �'��•-••-.. '.� h KEYS{CHROME {CHROME PEATED) 21 }IV CEKTERMATE 'SSS. //�i .... --- '-i RATED) 122 HV FLOATING DENTE@MATfr .0,,r ••45,,,,_,A,,,......, -- ' NEL w: @ HV LOCK 03 HV EGRESS LOCK QUALIFIED FOR USE ALLOY HV BLAME 1ONLY QU IED FOR USE W/ HV BLADEQ)& to ONLY ° .. 3.442A --.-i 8751 QUALIFIED FOR SE W/ HV ,QUALIFIED.FOR USE W/ HV 6063-T8 AND TEMPER � 6063-T6 ALLOY AND TEMPER ▪ HV CORNER CENTERMATE BLADE�1 & ONLY. BLADE 1U& e ONLY: - QUALIFIED FOR USE W/ NV 8LADE(1`ONLY - 260'0.5. .74' 6063-16 ALLOY AND TEMPER PLASTIC HEAD NE '516•' jjj```St8(((''''``` 3,0- 17 922" 4.045' 2• MOLDED TO �j •N !{ i �j 73' 7.3' n SCREW .v.we A §' .(J—r •) al r! o ,I n!11 ^ 360'RESTER RIVETING +Loo° 1 } \o6ti1 N H -OS. .^-. ..: 821¢` " BEFORE RIVETING 'I All "1„"i !i o ,'Z' .r :, S:S. THUMBSCREW 1/4"0-20 RIVNUT* - � r +� - r.u 'm ,ti/ a *�, *SEWED 9444 ALUMINUM(2424-T3-ALLOY)LARGE FLANGE 10IH _ :. -I 0; I 2.739..'._..-- ii '- m .y I 822' SHSHEET ETr UTRERT.PARRS,0020.NSW MANUFACTURED AY 0705BY AVDBLEQUAL PLAN FRONT ELEVATION Ij HV MALE "T" LOCK.CENT�RMATE ,586• LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE!`t)ONLY HV FEMALE "T" LOCK CENTERMATE @ HV "T" LOCM i INV ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W HV BLADE(SIONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ NV BLADEEONLY 6063-T6 ALLOY AND TEMPERR'-"' W/HV BLADE'' ONI.Y. BLADE d0 ONLY. 6063-16 ALLOY AND TEMPER ?5' 1.91. 1.•17 .... ? ',1. :�� 3.161 F-"' V'O - I }II f 1�r. r 'a' 1 (1f ' THUNBNRN al .053' -.A-- 'ateq3,D k1gyp` CTUNDER OR °I--I 214 JI n .062 I< 111! el 5* 1 r' KEY CYLINDER e. `Hal% S C�L-_ s4s » �' .. _ z-. 0M75'Min. tPo av m nf0� oi .125'Max,r31 HI) CENTERMATE W/ NO OCKI G ROD C3"? HD CENTERMATE W/ LOCKI G ROD .40 � M - Ifo k°; ^wOI ffi 4 QtoQUALIFIED FOR USE W/ HV BLADEI& (A QUALIFIED FOR USE W/ HV BLADE(1)& tAl6063-16 ALLOY AND.TEMPER: # HD CENTERMATE'S INS RT4• 6gfi3-T6 ALLOY ANO TEMPER i VARIES ie MIN. QUALIFIED FOR USE W/ HV BLADE& 1A m',f �." ��I1/4'0-205.5.OR 3/6'0-i6 t.34' 6063-T6 ALLOY ND TEMPER I I }1/2. Li= „..�-TFIUMBRIRN )CEiu TNLS)SCREWS' CYLINDER (SFE 4ETNL5) {�� Oa OR KEY - J SiY g' .71-1 t I 1.57 Min CYLINDER .,,.,- ' _. L '0 m .15 1.78 MOO. 0 ,LOCKING ROD d " =,/4 , HD LOCK L-.376•s QUALIFIED0FOR USE'W/ NV BLADE® HV 3/8"0-16 ACETAL 3 HV 1/4" 0:20 AISI.304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT' LOCK_ 6063-TN WILL AND TEMPER ERIES S.S. THUMBSCREWS. QUALIFIED FOR USE.-W/ HV BLADE;1' & -IA A 'INSTALLATION LLEDRA S.F�REQUIRE-PRA EMTE" HOLE THUMBSCREWS QUALIFIED FOR USE W/ NV BLADE® LLED AT TRACKS.FOR-PROPER EMBEDMENT QUALIFIED L`DR ots,,.,, ,.Hv BLADE 1QFLORIDA BUILDING GORE(Hon Nigh Velocity flurriCane Zone) A y 0 2017 EASTERN MESAL SUPPLY. INC. 1111L�.t�A I�.•(�/i/ � 02017 hLTECO.INC. __-^ �` "C."- A BERTHA H'VT�, �,�` ;�; CEN -' �9=, IILIECO A S., .A. Accordion Shutter System y H .T i > / 1 Lr INC. ` M N V. BLADE#1 W/OR WA RV.WITOW B AGE 'g it".1' , American Shutter Systems REV.NoA DESCRIPTOR DATE DRAWN BY: LC. *I. TICCIT TESTING & ENGINEERING COMPANY 4f: ‘./3. STATE h; w 6351 N.W.38m.SL.51..305,NRCUM GRO7f5,PL RTI.3314E Association, Inc. '/ OLD 15-085 137/27117 DATE: 07/27/17 (VJ '4 3 Prime:(305)671-1530.Poi:(3Ds)671-1531 4268 Westroods Drive 2 —DRAWING No f ..'•,F� , a-mal:61tecoe.d.e0m West Palm Beach, FL 33407 3 GRID \• a�4� E6-OD0671s 4 'I....4% E 17-107 `r l WALTER A,nun Jr.P.Y. RE.•SE 9I ttS� F2L1FDA1E ELOROA Uc i 44187 s II SHEET - /.ifSM 1 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 7---"-- IN - HV 0, HV 14. 3/8,—, 7: "MIN. .LEA- E -C_4 TO BLADE P .0625" 0 HV BLADE 1 1, EirE 0, f 1 otikaR I—I 1 - 11V BLADE 1A th,. &\I , L NV WINDOW BLADE .0625* .0625 .0625" Y O- NV LONG RECESSED NYLON BUSHING ih Rh -2x li :i BLADE'S--, 0'0 oPENRS. KNUCKLE ‘ .0625 * '1675" 1 gig (TAP) 0.0624;001111r.... ® NV SHORT RECESSED NYLON BUSHING 4 `Sit 0 NV NYLON HAT WASHER i®OR 0 ^ poa re FLAT KAMM; - • : ' •At, ' -"-----,...„,"--""-- @ HV WHEEL CARRIAGE AISI 302-303 SERIES &I @ . F.2-: 4PV-IL5 ;;•- c-u ,,,,/"-- 2 7/8.,µIN, 40 NV WINDOWv2.8750" II x 0.870"x3/16" THICK NYLON WHEEL, g Te . .. --A CLEAR 0.185"Q AISI 302 SERIES S.S. RIVETS ' SEPARATION ' ' 03.00., 1 • SEMEN . 4E325"..„0625. .... .3.750o' @ NV I 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR IF L _I — BLADE 1 3 ON CENTERS.4 -1-3 CLEAR (0 NV 2 3/4" ACCORDION PIN WI #8 HEAD * I ---"I al .f..2,?, . P1/4" .7500' gi,FIMILELEM" 1 1 i.,-1 _ I -14 CLEAR. 42) POLYCARBONATE IMPACT RESISTANT NV WINDOW '01—no , , 111' 8SWEEN -TYPICAL HV WINDOW BLADE ( AND T S (DOR 43 ,,--gi or @ ') 1111 C) I"-C4, POLYCARBONATE HV WINDOW DETAIL CI m.T.S. 4 (SEE NOTE FOR , .1 REQUIREMENTS) 1 1 la)OR g . I *POLYCARBONATE IMPACT RESISTANT HV WINDOW . [ a . BAYER MA'4ROLON 3103 POLYCARBONATE _..1 I 11, I 1 12"MIN.CL .• CC RESINS, UV—STABILIZED GRADE OR SABIC * W PIN_REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR tiumewirmsontsts TO BLADE -. .,14 INNOVATIVE PLASTIC LEXAN 103 RESIN HV(1)HV(14 1111 Itil ..-t`' .... — ii (1)OR 03 1 i.------ ...... (SEE NOTE "F" ON SHEET 19). 1 [ (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR ',(1 •oE : I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV® OR 19 - •-•A i POLYCARBONATE SOURCES FOR 0 HV (3 BLADE. PICAL SHUTTER ASSEMBLY i t EXTERIOR ;-4, 44. 1179CM.PROPERrES AMC-ABLE STANDARD WA RESAT 5Ne FPS. NV PIN(g)OR AT I4 ,,Rmm ......./m. .. (2) NV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT 1 OOOR ur.........., ...,urs. EXTERIOR BOTTOM KNUCKLES OF' NV ACCORDION SYSTEM W/ HV® 0G 324. .-3, BLADE'S KNUCKLE, MOM: 1p 11 (SEE NOTE * FOR 5700810 093413 457138332 0.043 VA' RAO Elm' . BLADE WHEN CORRESPONDING TO INSTALLATION "Ii". SHEET 7. REQUIREMENTS) IESTIMICAL: LrA„....14 . 104510 NEM STREWN AWN 0638 9.400 9.63. 9,500 pAZ REALM.PRE2CTIE Al VELD AWN 0190 112.500 p...1. 13.400 p83. (3) NV PIN 0 OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER F#' it FLERDRAL LEDNAUS ASV 0790 140,000 8.5.1. 34.5.000 8.8.1, SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. .8.›. • r mom SHEET @ I 1 80015130 000 6019f1 EITEXEOUSLOMBACIESEEKS. 0256 10 -5Arr IT 2T-15/18 WI Et_ CARRIAGE DETAIL TIP SMCPE DENSITY .1.5114 02843 422 XV 04,5 X W tIVENBLY LAYOUT RATE OF EMEND A5114 0515 0.-1 CLASS C-I WAS SELF ICNIRON /SIN 01929 1040 T 9e0.2' PE311112080. 0519 0155 304121.E.5180J0083 AIM;906010:4960 ASV 638 9302 p,1 6840µAL. (1) fiV BLADE SOLID. & I-A HV WINDOW BLADE DETAILS •TENSILE Si1.5.55 BEFORE WEANED:VG ASID 638 6461 p35 OM pal N.T:S.. .0eeme.e.•••.,,,,,,..,...0 tk•)144.10 FLORIDA BUILDING GODE(No-n-High Velocity Hurricane-Zone`, - . ‘N4 . —‘.*"-,•-**\C,ENs' U'35.4. 02012 TILTEDO.INC. @2017 EASTERN METAL SUPPLY,INC. I. \•• e.., . .--. .. % BERTHA HVTM ? f \ / IILIEC 0 INC.- A.S.S.A. Accordion Shutter System , HV. BLADE#1 Wi OR W/0 H.V.'WNDoW EWE .1t.131., dT *) le 1 TILLIT TESTING & ENGINEERING COMPANY American, Shutter Systems REv.No DESCRIPTION I DATE)DRAWN EY: LC. (1.155 N.W.36*St,Ste.305.4800003 843150143,P1413020 33165 Association, Inc. i OLD 15-085 07/27/1 DATE: 07/27/17 P8100,:(305)871-1530.F.1(305)671-1531 4268 Westraads Drive 2 8-,...,:m.o.4...,,, E9-0(536219 West Palm Beach, FL 33407 3 DRAWING NO 91.1094,MUT Jr.P.C. a 17-107 rtorrof.t.i.p 44157 6 SHEET P.E. SEAL/SIGNATURE/DATE • 6 4 OF 20 �^ ¢ *NOTES ON HV LOCKS AND CENTERMATES ..9' - ,,•� II* i a,�,; 5« 1.�OATORY COJQ[1RIOK a1;,ONE Liv LOCK 6 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY- SPAN 1 OR 12'.ABOVE OR BELOW 2 OF SHUTTER SPAN FOR SPANS UP TO 1O5".AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 25 or MAY BE USED AS AN INSIDE OR OUTSIDE.LOCK,ATTACHED TO-I 3)1)OR 7j I t l �1'�. CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S:5.M.S. LOCATION OF LOCK SHALL'BE AS INDICATED.ON lI III^ TYPICAL SHUTTER ELEVATION. 4 °-0- t 1 2, OH_#T;IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV i 6 w ` 1� 1 LOCKS , R, OR��._,EI MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION" OF LOCKS TO CENTERMATES J + 1 I I " LORO t SHALL BE AS INDICATEDBE ON NOTE (1)ABOVE, \\ 1 —"tiC7Y� LOCA ION OF LOCKS SHALL BE AS INDICATED ON lY('ICAL5HUTfER ELEVATION. NDS''-'— {t 3. OFSONPA CONDITION 42(VALID ONLY WHEN MA ATORt CONDITION 41 OR t!MTTFD MANOATOFtt GONDYPON x c,:-.7...... by , a 2 IS USED W/IWO KV. LOCKS); LOCKING' RODS ARE NOT REQUIRED AT iURRICANE POSITION, BUT MAY �J r-- , 5 r.oA 0 oo 4 `'I t7,' BE USED IF DESIRED TO ENHANCE- SHUTTER- -PERFO MANCE. LOCKING•RODS O OR AN ALTERNATIVE-DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3p 4:7,„______ V n a�;. 4.t�IiDATORY CONDITION(2 ONE FIV LOCK® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 911 �. I OI AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER ENUSED. 1/4 0 20 x 1/2'LONG NDI HEAD S.S. M.S.-TWO LOCKING RODS Q,$ B AT TOP&BOT OM SHALL GE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER. ELEVATION. S xac-xvD MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER'SCHEDULES SHOWN ON SHEET 12. 1 Ia s bB@ -5. ALTERNATE TO.Ml�NpATOAY IRON}i VAUO ONLY fORtN LOCK W SYMMFIRICAL CENTERMATES- t[ � 6 ORD ;ONE ALTERNATE-HV LOCK b�.MAY BE VSE IN.UEU'OF FN LOCK or9 FOR ANY SPAN AND tftFlt `�B 2 :F INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT` ^ 66 B - � OF 1/4'0-20x3/4'S.S.THUMBSCREW TO Q1 OR 0 CENTERMATES SHALL BE MADE W/ 1/4',A-26x3/4"ALUM, I xpo-tgR„� 5i ig p'n0 t 3B3 RIVNUT AS SHOWN ON SECTION HVE,SHEET 8. ONE LOCK SHALL BE USED.AT 1/2 OF'SHUTTER SPAN OR TWO I , C^'f _EEt,z Ay �y _ LOCKS AT 1/3 OF SHUTTER SPAN. l\- J ' ”" ( I I 6.MANDATORY GNOMON 13 FOR KEYSTONE MOUNTING INSTALLATIONS. ONE HV LOCK 0 OF @ or r0 SHALL BE vv I I, USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ' 1-� TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or 0 or(a MAY BE USED AS AN INSIDE OR _ - r I riw OUTSIDE LOCK,ATTACHED TO 0 or g/SYMMETRICAL CENTERMATES W/(2) 1/4"-20'x 1/2'LONG FLAT HEAD S.S. SEE END—r ! �.. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL:SHUTTER ELEVATION. USE OF LOCKING RODS g.WJ 1 CONNECTION 0>(> J e 1 � ° OR a3 TOP AND BOTTOM.IS COMPLETELY MANDATORY. DETAILS ON t F E x 0 J K L M P CP N 0 0,. ,0": es 1S8 TTYYPP S FULL tD i *NOTES ON HV "T" LOCKS AND CENTERMATES: rr AMA; t> HEIGHT. ° I ! OF CORNER ., ..._ arvt.oart15 moot- .4!+,r P:,.i T+ +:i *.I4it r. r r.E 'I+: .A r.M. ,.". '- CENTERMATE ONE ALTERNATE HV 'T'+LOCK as MAY BE INSTALLED IN UEU OF NV LOCKS®OR t1 FOR ANY SPAN.AND 0.61.(1 1.®00.6j)+3i. I1 IW, AT ANY'ELEVATION,ALTERNATE LOCK• Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 11 ':J OF LOCK l0 INCLUDES USING REINFORCING LOCKER 2,AS SHOWN ON SECTION HVG SHEET 9 WHICH MUST BE 1 U+ )cx(::4ox(21.0 NI CONNECTED TO CENTERMATES ta AND CgT W/ 1/4"0.-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8"01 x 3/32" � ' WINGNUT OR 1'/4'0-20x1"S.S.MS, INTO A1/4'0N 5/8"RIYNIJI'. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 0+ 6 7 +�1 N 66 ' 77 •f cR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING.RODSOWTOP AND BOTOM IS MANDATORY. „ q)+Ow0.I�1�3,yoRT9+(5joh1?•@ *NOTES zN HP LOCKS & CENTERMATES: TYPICAL BLADE H {rye MV LOCKSSFR CENTERMATESHD N AND INSTAISAT1ONS AT ANY ELEVATION.ALTERNATE HD LOCK @,,MAY BENATE HD LOCK(.R MAYBE USED I USED N LIEU OF 1.PI�ML �� HV PLALJE SHUTTER'TER E� VA i�N AS,AN INSIDE OR OUTSIO,LOOK.ATTACHMENT OF HD LOCK O TO IS W/3 08 x 3/8"F.H.SS.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT of AS SHOWN ON SECTIONS HOB-HVB-;AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE Or LOCKING RODS''v:IS COMPLETELY OPTIONAL ��T1.41/4/.444,44FLdf�IDA BUILDING COf)(Non High V locity �rricane Zane . 01t,Q"��4 . 71.1,>:,� 02017 TILTECO,INC. (92017 EASTERN METAL SUPPLY,INC. 3'L �' �.. e �. - BERTHA HYTM •11. h A •.•A Accordion Shutter System lL V N a ■ ■ ■ 0 H V: MADE#1 W/CR W/0 RV.WINDOW RADE �+ American Shutter Systems ROY.'N. DESCRIP1i0N DATE DRAWN KS Lc. "•+: �.'• i TILLIT TESTING & ENGINEERING-COMPANY IF 4Association, Inc. I OLD 15-085 b7)v/1i DAIS 07/27/1i ; i' 6355 N.W.36th.St..We SDS.WY4YNIA CARD_N%FLORIDA 33166 c....to yt r''' F O Rhone:F305)871-1530.Fax:(305)071-1531 4268 Westroads Drive 2 DRAWING Na -6Y0AIAL{� 151 WALTER A num 7tJr.eorn P.E West Palm Beech,'FL 33407 i7��Q7 rrili FLORIDA Lie./44167 3 ,SHEET P.E. - SEAL7SIGNATURE/DATE 6 - 5 OF 20 — --- - -CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED--4,, CONCRETE REQUIRED 1/40-20x3/4"S.S. CONCRETE ' SHEET 13) REQUIRED--\\ , ***" CONCRETE ANCHORS MACHINE SCREWS REQUIRED \ • 1.' '''"' ..,' ' .' -(SEE-SCHEDULE-ON - - Wae"1/ 0 .ANu °:,,s s-,...-- ,3) , -----„:7---,- © àNE(SEE IFOURTOIR SON SHELT 7) ; , i SHEET 13) NUTS 0 12"0.0. V.. / /1- 1" 4 r...7'.. 12 OR({79 ICA. T/45-2O S,S. -Min. i 4 / / . -- L, 1 .-' __.-:: EQ---4-E0 MACHINE STREWS -E0. EQ II , 7 ,.1i2*,- / Ilitilmummill I ' IU.1r u• USING 1/4-20 NUTS . i f /1/2.'-.7--,E.,...... . ......- z molmommor E.0.. 1/ ' .•' ../ / .250 Max.max '' IN 64-IL...D ofti 0 1 .- .,• c_,:_ _ _ o OR @ . ' • / , OH ;E O. 17-- In ileil i hi" 250"Max. 101 .250' 1 ' hri I tiff_ r. / ''' / / E.DS if . 1,/ l' \\:-• llti __, E.D.. / I / " r . , • .,,, ; OPTIONAL I' 1 II ,, , OPTIONAL 11 A' , ,1 ? r 88 RAS(SEE , il I i ii tri q 11 FOR 8IrE(DAM -0012 1{4. 11 11 0 ce,setr 19 . -0 tillill EXISTING ammo&gt MIN.SEPARATIoN TO GLASS ' GLASS-441 ' EXTING_H (sEMcIN.seSHEEDPARAuLETION0NTOsHEGETLASSI 1)____" r (SEE SCHEDULE ON SHEET 11)- ! , EXISTING 1' . GLASS' HV WALL HEADER INSTALLATION. HV WALL HEADER INSTALLATION ,...., ® N NV WALL HEADER INSTALLATION + KEYSTONE i — EXiSTING ii 1--- -- it ii MIN.SEPARATION To GLASS '*---Trj---4‘-- r11, GLASS-* WI%WM= ' 1-11. r.- (SEE SCHEDULE ON SHEET 11) 4 ; •-", To CLASS(SEE , „ 1 OR 423/ , , MIN.SEPARATION TO GLASS ; 0 Exismc..j GLASS 1 ill {I) II FOR °M OAND i-(SEE SCHEDULE ON SHEET 11) r Or OFMT IR MO ' . WOES(D&8 111 1 EXISTING ' pnoNAL 1 I GLAss---i 11 fa it / / // I 1/4"Max.',2,1 II I . I . , - L 411 T, E.ca ; ".•• i / / .• - ii / E.0.• / •, t'''' -""--(:)OP 0 i E 0.8' / , / 111 r ' 141 ' ^..... .'E'*D' L---- - - ',--T H i rill-r )P.. . .. . EQ- „,... e.014, , 71 --, , r-----------------7----", 1,4,-26,3,,,.s. ,....,-..... min. L': ,-. ,/,,,z___, '-CONCRETE ANCHORS 1 (SEE SCHEDULE ON SHEET 13) [.` '' ../ .4 --.- ' 7./, / .7 • (: °R0 E0 EQ.4,..: PHILLIPS TRUSS HEAD 1 MACHINE SCREWS USING 1'„j 1/4"-20 NUTS 0 12"Q.C. 1/ '''„.././ / I / • ' .- .__.-- CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 1/4"0-20x3/4"S.S.PHILLIPS TRUSS HEAD MACHINE SCREWS POURED CONCRETE ' 7' i, 7 POURED CONCRETE— OR CONCRETE BLOCK Wi 1/4'...20 NUTS FP 12"OD. OR CONCRETE BLOCK i' '-I ic-'14 ' ,C.ONCRETE T ANCHORS REQUIRED ""REQUiRED CD) ,FIV WALL SILL INSTALLATION POURED CONCRg-_I (SEE SCHEDULE ON 0 HV WALL. SILL INSTALLATION SHEE14) OR CONCRETE BLOCK WALL REQUIRED 0 HV WALL SILL INSTALLATION •, .„ .1.„:I, LS: • • : INSTALLATION DETAILS W/ . i_SEE-SHEET 4 FOR TYPICAL SHUTTER *E.D...EDGE DISTANCE ASSEMBLY 414.•SEE LIMITATIONS OF USE FOR 2--MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 0 DA,%ma,9 (1) HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. 0,di, , FLORIDA BUILDING CODE(Non High-Velocity Hurricane Zone) ,c,.. ''..ahl • 4/''' 02017 TILTECO.INC. *2017 EASTERN METAL SUPPLY. INC. :" N.,N Se"4. . ''. Ai i BERTHA Hifim : : • ,..cl, . , em, . 1.14k/ IILIE C 0 INC. \ ANS•0iAccordion Shutter System 3 1-1.V.BLADE#1RV.WINDOW BADE ,,.„. .. 4 American Shutter Systems ., 7i;--P -... - , •/ ..-cc,:, T1LUT TESTING & ENGINEERING COMPANY REV.No DESCRIPTION DATE DRAWN BY. LC. 11:7311:/17 -- ' '''"'62.4%\•‘`ORIZt'*/44 ':' 0355 11w.30,14.54..544,305.mRQN1A GARDRIS.ROMA 3310 Association, Inc. I OLD 15-085 07/27/17,,DoRATEAw: ,e Phone 4(305)871-1530.lax I(305)871-1531 4268 Westroads Drive a-rnaII:t1tecalool.corn ED-0008719 West Palm Beach, FL 33407 3 WALTER A.'RUA Jr.P.P. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLORIDA Lic.#44167 5 SHEET 8 6 OF 20 , _ CONCRETE ANCHORS -- -URED . TAN SERV/AMU 0 1'i MK SEPARATION ' 1 0 TO miss CONCRETE (SEE SCHEDULE ON SHEET 13) TO CtASS(SEC r 1Ita OR EXISTING w ^'., `^tsEr •, T, j REQuiR£D ...':E-.----"' EDGE OF —'TiiWAR ti bgOLAS9--} wx S[nuuNaN Rte1 I - - SA'.k7..t t) 'i y - SLAB IF- ON 4kET 19 i„pR , }o cuss t(1ti� ty f.: E D+--•=--- AFPUCABi.E ECLASS RAOEfi S 6 QM ,`ai )•—t5:: ti) II' .vim �I. S! �, 1.4 ALTERNATE : 1111 II 1 • �, -PEA •. O c EO-. EXISTING/ ( L, ANCHOR GLASS f // 1.. ,, LOCATION 1 � I %. r r 1 IrOR(E B le CAAr %•• EXISTING "I ,I I 1 r EDGE oF-'—' i t =•/ r ' I ,' GLASS- t 'P i SLAB IF i,�// i I 1/2 I EDGE OF %: j APPUGAHLE % .- uN somPARON i , iI APPl1CABt E Q E 4 f' APPUBCAGLE I POURED' - - 1 POURED FLAT HEAD CONCRETE ANCHORS + ' CONCRETE E'0.4 CONCRETE (SEE SCHEDULE ON SHEET 14) H 71'�KR (@ 1"t 'POURED _,: .. f. �r.._--��' - REQUIRED FIAT HEAD CONCRETE ANCHORS REQUIRED I CO%far Is Pep I - 1 OR CONCRETE (SEE SCHEDULE ON SHEET 14) I uNFsoAp t, REQUIRED E. D.* E.d' 11 TRENCH INSTALLATION. VALID ONLY FOR UP TO 4-70, -75 PSF A.S,P. _ {} HV FLOOR INSTALLATION t O HV WALK-OVER INSTALLATION DESIGN PRESSURE WING&FOR SPANS PER © HV CEILING INSTALLATION. SCHEDULE #s, SHEET 11 • 01511NU55-�- imt SEPN4.Mx •- i —11-- --1—.-- O CONCRETE ANCHORS r (Ste S10 OWNSES ° 1 '—"'+r-- (SSHEET 15EE )EDULE 0N7 1/4.0 my Mule(TAPCCR w/ cr SWAT It) 1 -( ADVANCED THREADTORM ort tisox ) t- ii-DasnNG ' EXISTING -r..._,_.. % • =MICA= I/4-8 MAIMS 4• EXISIING'""i CLASS---, F''ASTENERS THAPERO ANCHORS w MAX GLASS--i I 5'',.» GLASS --if^E..UP.'14 cxr''''''W CDT 3/4'IAN.=mos 0 e IML.SIPrlkTi 0 15 t>xsg 1 O (S 5010.cot I t) 0.C.FOR UP TD 5'-0`SPAN MA I µM V , � pft.p — I ' MAX. r, THAN .�,5•-0'AT V Y FAS ENERN4IY"J r_...1 _.� `.-,tft uT G:;7 . I 5cwn Al ER E1W.)(BM NOTE tG t 2' $I y-� 0,44 �p(t{{t'� 810x3/4"HEX fE O• / [ II 9/2T 11 FOR OAHTATICAR 3/8 t�6 rMJAX. RI •'a• {S�i OR -v" 11!gtl#ltpl! Y:N. WASHER CR HENS/S. ',r I ' If.COOT.SEALANT ' •_.. T rlii • 814x3/4" HEX HEAD.,�A i +3 .. .IIF ::::„.7-.0 ✓' .'1 3JB�% � I A!I -�( 3 f"814xJ/4"S.D.S. _ _isiJ4" ` ",,(CANCHORS �- it 9"°.C. t.-... tMax. •EDULEON 1/ " I T' i` O 12"O.C. SHEEC t4 / / EXISTING NON STRUCTURAL. - T 1 a'�"�—,yl) I / 17 08=s 1JZ"-t r S1". -_1.' R T'$ I 3>' 2.06 A(IN. WALL SKIN(PECOM.TTE t I i _EocE OF "/ '-. I.. E 0. slut �f / t ,, I SLGE F , j ti..81Axa/4'F.H:S.D.S. MEN. POURW CONCRETE 'I . .+,. ilri 7/8'; 1 7/8'--,J 1, / APPLICABLE �' CONCRETE ANCHORS SEE NOTE 13(b) �'"SEE9NOTE 13{6} •, R RA / }�'� ,,% r,'%f' / Ed POURED CONCRETE (SEE SCHEDULE ON ON SHEET 'POURED CONCRETE--\ ON SHEET 1 7: {• ., '..._..._s o..•. j' ROR EQUIRED BLOCK SHEET 14) OR CONCRETE BLOCK Ln REQUIRED d KEYSTONE MOUNTING INSTALLATION OPTIONAL- CONOUC D _.....�- ( HV WALL FLOOR INSTALLATION L HV WALL WALK-OVER INSTALLATION MAXI/AMA A.S.O.DESIGN PRESSURC M64.-72 Pot tNXWU4 SHUTTER SPAN e•-o- REQUIRED (J HV RAINGUARD INSTALLATION t 1101E1 'I'THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SFFTION<: 'P E.0.4 EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EMT * SEE UMITAITONS OF USE FOR INSTALLATION DETAILS W/ .) HV BLADE 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS.ON SHEET 13) OR ENTRANCE BLADE 6..... ON SHEET 19 ASSEMBLY - sttlrrr 2-MOUNTING SECTIONS,CAN BE COMBINED l'A" P>r _ n - `IN ANY WAY TO SUR ANY INSTALLATION.,•{ �. "/7(''''''''-- -,;IV`. fA`t y _ FLORIDA BUILDING CODE(�a 2017 19EA57ERNh eMETALYSUP�PLYrIMCRe ZORe� \ T1J .. 02017 IILTEC°,INC. y�,\ C\3. Ns ,•. 11 BERTHA HY, - a.e..O.4' ,:, S S A Accordion Shutter System ` * - .,e ; / 'I L I':E COC 4 INC.INC. . ■ N' . ■ -1tv. BLADE#1 w/' OR w/0 H,V. WI DON BLADE. j American Shutter Systems REV.Ho DESCRIPTION SATE DRAWN ON LC. ., i D.%fl ,,,,till, .'&,„ TILLIT TESTING'&ENGINEERING COMPANY - G1 ^1 :'Q'C Association, Inc, : OLD 15-085 07/27/17 SAID 07/27/17 .. 4: ' 6355 N.W.asp,Sl Stc.30 MONA GARDENS.FLOM&531M ORi4fi4 4. d 4268 Westroads Drive 2 DRAWING No 1, (305j871 iS30 Fox:(305)877-1531 .�ES)S+�D" � t Phone a-m t:blleco0eol.com West Palm Hooch, FL 33407 '3 17-107 A114L TY, 5 T41. EB-0005719 4 ��rr- WALTER A.TtUAT dr.P,E RE. SEAL/SIGNATURE/DATE FLORIDA up, t 44167 6 SHEET OF 20 . _ - - - - - — SEE END WALL CONNECTIO DETAILS ON SHEETS 10 & 14 --* SEE NOTES Cr!LOCKING RODS®,SE LOCKS()or® I OUT I IN -r EXISTING GLASS INSTALLATIONS Vt1/ (-_-) HV AND ALTERNATE HV LOCK 0 ON SHEET 5. 1"'BLADE SLACK DETAIL HVF IS VAUO-FOR'ALL-- BLADE W/ HV CENTERMATES CENTERMATES APPLICATION WITH EASE® ;„ 16") t„ OR ail SEE END WALL CONNECTION ap•@-@-(i3-3.9- nEXISTING GLASS DETAILS ON SHEETS 10 & 1 1 41 0 L --- (:)*()°'0'0"0.47-) I I 3 1/4'' 0063-T8 ALLOY)ALUM. , OPPOSING I SYMMETRYCAL ANGLE W/(2) I/4-'0 TARcoN -., 1/2" '''''O.@ I ANCHORS TO CONCRETE ',; -- CEN ER ATE S _.* CENTER ATES MIN.SEPARATION (TOP/BOTTOM)at ', 0 100/4'SAL S.0 12. W/ HV LOCK oz or q.5 W/ HV LOCK ilt or 0* TO GLASS (4)1,10x1/2-S.64.S.TO TUEIE1 , 0.C.FULL LENCHT, (SEE SCHEDULE AT EACH ANGLE(TYP)1 •• C:4,_, ON SHEET 11) ''' 1 kP..1 * OL, I q) FP G,1 IN 3 E IS 0- b." -1 fil __.-. - — . -9 —- *— ___..... —....„ MOW .,..,', iPilk / . • 0 ,_ 11111"1". / . . I ,,,.. . . 1 I .:.-..........,- .„, ...,_0 is -;.- vi. 1 i- --1/2- /,1 -,_____-1.7,,,z, (2,„,0 .. 04111 , ,. 0.41 \40*----_-6-----.0 0 ,, . ./ , i . 6 .. , 11=1111r/ — O.443r404 Ow 0ce0 004 \44 41.-i N—•--0 61 HVB OUT C4 co qpt HVC -4, HVA 0-0-(D.CD-C).0.0 ,....-EXISIING CLASS POURED CONCRETE OR r CONCRETE BLOCK WALL L'--. REOU ED 1...-,—)8,\ _ _ EXISTING/`011>..0.40'0..1)m I w r SYMMETRICAL r(1 • „R • . r . -- 0-0.0 TO-0; ----„........„\--- .. . F . 1 FoLASS .,0..0.@,,,,C).(1) i',, ,,,,,,,,, IN r , MN.c5.,TEA:AT:10N \-.......,j/ , CENTERMATES i 0 0'0'0"(:).(3' i (EE SCHEDULE * .--4. 10 OPTIONAL INTERIOR) .04 007,04 0040.0 ON sHFEr tl) MIN. SEPARATION TO GLASS 1.1\1 . q 'IONA1.'7' 10i 43 WWI.. clA g).* troT4 - fl - A' 1 (SEE SCHEDULE ON SHEET 11) . !LRIOR) (*), 111=11r4a -—-----—- ,—-—__a_—_____- ,.."0., / -'I ./;24 . ./'"AWII- I 'L _lise4msw--7=ma , 0 r\s„, , A) 0 . .gioca I -...... Alt, 2 I 43(4Airtii,0.)/ I 3 , ,, ., dakti, vARIEs - .0 • /411111,H". \ .64,7*** kik/7° / (Ilf ^•• g_,---- UMW III.I III .N111.1.r 1.11111IMPAMIIIIIMMININ . 1.1111111 Lig\-0 k4 Vpr OUT 0 *is) (EXTERIOR) HVE HVF** HVD _ ;0 , 4110.%ttk A,tri..7--„, ._ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ,i..',,,le,................. fj,=1/4 02017 TILTECO.INC. 4t)2017 EASTERN METAL SUPPLY, INC. k‘ .. .....\NtElt49 %.4i)...1.. , BERTHA HVTM a a le aft 0, Accordion Shuttc_,_r Systern S S A / iiiiii....„- ..... \ A. . . ... • RV:8LADC#1 W/CR W/0 H.V..W1wOrY RADE frienrro ... American Shutter Systems 'WE-V.No DESCRIPTION OATS DRAYIN BP L.C. $ ,, TILLIT TESTING 8c ENGINEERING COMPANY Association, Inc. t OLD 15-OBS o7/27.(17 DATE: 07/27/17 .., ... 0.... ; 5355 NAL.167.6.St,Sto.305,‘ARNIFLA GARDENS,FL0.404 IMO Phono 7 005)871-1530.Fox 7.(33s)sit-1531 4268 Westroods Drive 2 DRAWING•No '. „'...........•0 40 a-mai:tatecoOooi.own West Pairs Beach, FL 33407 s '- /ONAL.t-14 .,° ER-0005714 17-107 4 wALTER A,1711ff Jr.P.E. ‘iff_ '. - , FLORIDA Lk.I 44167 5 SHEET [ P.E. SEAL/SIGNATURE/DATE 6 _ 8 OF 20 .,. — , _1 - - -- ----- - ALTERNATE INSTALLATION W/HV "T" LOCKS. HV MALE/FEMALE "T" LOCKS CENTERMATES @ , @ Sc LOCKERS -(j W/(i) HV 131Abt EE END CONNECTION DETAILS ON SHEETS 10 a Mr INSTALLATION (i) HV BLADE “, OUT , lirii, _ IN '17 •••euor iDSLACK MAU,Kyr.MGM ON SKET 8. W/ HD CENTERMATES 0 I AS WELL AS 66065251.FLORISTS BLADE CD SEOUL NOD-40/0• i In sit•..., .tINDICATEDTioOtiND7g,StrEEL:ALOLIBED 5,,,NETp.11.11S ALTERNATE sso sos SEE END WALL CONNECTION i IVA LS ON SHEETS 10& Ii. I O.®•Et-0.0•@- 4 ,, , ......,,.,,... , ..@.,-.).,.-49•C) (046,3-TO ALLFO ALM. 1 '01'6 1 * * ...A,,,,2,la gm.zmt I (MoNAL) 0* (oPnoNAL) ; OORP3o4TON). 1 L._ '..-- , -) (4)/100/2"S.O.S.TO SOC ; 00.5/4"sm.S.o 52- e, - i i Al EACH Mat(55) I To 0.C.FULL LEMKE, 0* IN (4)NV, r IN (4)140. Tot STPARTIVN' TO OAS HY T MIS(TYR•) A ,,, it ,3,.- P,"S°IP)Infffli OLE soma( o tv` 0D, 1 tai LOCK (INSIDE) 0 ,mm, EIMBRI7, VAISIEBIlk _ i MEW ,-oTtplieFai'41 -r,,,, :If MB . i0-7,- z ..--._..,At _____. ..,41 ..._...q____, ,.,j ..,14i, . 7.1,.....: L,..:.,.. 1113Mr.*.r i fr-11‘101:61=122 — •z-=--.11IiiiTiMINII cD CO 1 779.-Hiiil, ., ! 0, AN,,_,1107iTy - * mkt / G AMIAL Af: 1 , /0 11141TAge)AK J J .1 e• 2"1/.0. vs. (4eirei,01, =Tim ateingAilinr 0 111111111111111111101111111Mr liir 41614811111. SI— MIMI ler iiimrsissimstrasusauswissamstrotta ,..,' s 4111MOIMIIIIImNIMINIR'41 11111111111 1111111 INL*L"r1;....t e ,..„. OUT 0 OR OR rillim 00R e ® ....., e -* 0 acy, *SEE NOTE 6 FOR triu LOCK(a, is 1/4" 0-20 x 1 1/2" S.S.M.S. 1M91 W/ 7/8"O x 3/32" WINGNUT. (mom)HDB-HVB OUT • HDC-HVC "I'LOcK,ON SKEET 5. 0„„s* SYMMETRICAL II0 CENTERMATES . .. q.0„)HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES W/& LOCK (EXTERIOR) W/ (94 LOCK (INTERIOR) f:WRITS NUL 15.6600W15.6600WHVG* 42024-T3 ALUM LMOE RANGE PM )°'4: ®'Ø ®"@ SHEET NUTT-ENT.ROT S ono, •Gt AS M655101,ANUFACTURED By655101,CHERRY TealoRN,PANSIPREre,NEW JERSEY 7 0.•0•Et'0.0•CO* 07054 OR 00501,. 0-0.-13).4)-0-@-0•0 4I 0 *SOC NOTES 06 Loom°Rood)N m0 006115 ON sNELT 5 0 \__O Fr-Cr- **uNvERsm.moon 800d3 Wm.no-mvu s vAuo ToR Au oEmERmats ANUCATONS SW RUDE(1) 1 ., b HOD-HVD** FLOATING STACK • . .iii l'O.II k l'I .../ ''...,... FLORIDA BUILDING"CODE(Nan High Velacity--Ki7r-icone-Zone) o'.., ...*********'*.. /,'• -.. 02017%TECO,INC, CO 2017 EASTERN METAL SUPPLY, INC. / N„NC EN8i:...,„. . BERTHA H`"VTM ,:. : n A,4 *1 1.• Z *: ,'',V.41......'"Zp4AA If / ilLiECO \ ASSA Accordion Shutter System --- INC- IIII III NI II H.V.MADE#1 W/OR W/O KV.WIMOW SLADE . ,.;•-o: ,,,,„.• Systems R£11.Ma DESCRIVII011 oar ORAwN SY: LC. TESTING & ENGINEERING COMPANY American Shutter \<?4,''. Zil A"$ Association, 'Inc. 1 OLD 15-085 \07/27/1.7 DATE: 07/27/17 - :.?:...... °: I *x• 41%' 6'550174:6=3".'F.7. 75;87rt°1_:t41 4266 Westroods Drive 2 DRAWING No e-rnol.tilter..o0.1.corn E3-0306719 West Polm Beach, FL 33407 s , WALTER A-MUT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORtDA Lit.i 44167 5 SHEET 6 8 OF 20 PO RED RED • `.., U RETE 1 ORCONCRETE CONCRETE ORUCONCREfERETE POURED CONCRETE OR OR RED COME ___ CONCRETE BLOCK WALL BLOCK WDLL REQUIRED _ BLOCK WALL REQUIRED - / BLOCK WALL REQUIRED REQUIRED f _ • EXISTING GLASS - / !( EXISTING GLASS 7 , ,% 1 - - / CONCRETE ANCHOR''-. :! „„---EXISTING GLASS e"- � 7• �i i t. 2'MtN, EXISTING GLASS .' , o 16 O.C. .1_.,,. .....�. ``j.. _ —/'.._. 1 ._ 7 - 2`MLN..' ' r IAN. N r' ,� Y 1 L! IL .• IAN.SEPARATION = T507 DIIIa ONASS( taN..:SEPARATION(SEE V I 1 . MN. (SiSEPARAEQ ' EO i�' TO `S(SEE t 1 FOR BLADE Q?A t) s To GLASS SUiZtRE ON(SHEET _` I I� TO GLASS SEE / I f: SOLEDLIE ON SHEET C jib'x3'MAX. CA)SHEET 19 FOR 1 11 FOR HARE OMN I 11 FOR BLADE r . ON SHEET _ II FOR BLADE(Dm0 (6063-76) CONT. I IDA 3 ON SHEET 19 FOR 1J2• (rr•'`"� Q4 SHEET TB FFOR /'�_�� ON SHEET 19 FOR ALUM.CLOSER , I 1 ` i rtItDES(j}&® f: , i (LOCATE AT�, i BLADES(D&1. PLATE. (LOCATE 1/2" •j1 i ( + 1 ( BLADES Q,n EITA,�SIDE'..Y L Al EITHER SLOE MIN L. OF l'1) ,1J2"MIN. OF Q) I� �. .RUSEI'OR 2'ryMAX. I _-� 1 ` ( l,> ,, (AS APPUCASLE)x„x1/8"XO'-2' #11IPP "i� I. #10x1J2'S.M.S. 'I i 4 y -'--'--'j ` __--"'--y'TEAL/z"S.M S__, IY'"1.1 _„_-- W 1b`O.C. 1 - -_,..� ,,,�a ALUMINUM CLIP ANGLE \ ® 18"O.C. `„`*':;�. I y�p .. (6063-.T6 ALLOY)A.M1(HE1GHT j ; t - / I -(1) #10x1/2"SACS.TO®&, � I (:)//,‘.�s+'�+'�"• 1 N (2)1/4"P 7APCONS ANCHORS TO A+. A ` \ SEE DETAIL x FOR/ \ WALL AT I.O.C. (LOCATE AT + V' \ SIDE CONNECTION 0 OR \ EITHER SIDE OF(4}.) 1 0 OR 1 ) ' I 0 OR 0« SEE DETAIN X FOR )OR ,;(3�-` TO TRACKS - � SIDE CONNECTION \ LIP43-13.0-0-CO,C�_{ •(D« SEE DETAIL X FO' 0 ®,,,6 ? 8 dt it.63 0.©«0.°'l•."J•@'," 10 TRACKS t °,pwp:0.0" CD'e ®"t'1"'l':J•S.7°t SIDE CONNECTION TO TRACKS 1QQ O O O'C 'R" < `13) @.®a+©.60 (0'43'0"L'!°'©.6)°" ®w0.(0«®•0•®a 0.0•0-0•0•C0- , ®.0 O«®•®'Qa ©'O'6 «®•®.(0R ®•(0«(0"0«®•0- ®:®«43.10-0•Ct- a ®-0 ©«®'C2« CO•c10..0.(0•®•@« ®•C0a®•(Q-(3).0-4 •® ®`e«®•®-t •,5)a a•co o«o.c)a0}•0 ®•co«(0•4. ac0`4Da®`� END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL Q END CONNECTION DETAIL(2� Q 0 /"POURED CONCRETE OR GLA SNG 4 I i REQUIREDONLY FOR GREATEN THAN 12.-0" CONCRETE BLOCK WALL SPANS • — EXISRNG G1A55 ,' ., REQUIREp "� , L 5 5 r 1111......, , :/f .."--,_. MLN,SF ARAnON. ., #10x11/2 S.M.S:1 I r ----- ( —r' TO CLASS(SEE ,' T8 O.C. TAN,SEPARMION 0 2� / SCHEDULE ON SI-EXT / \Z1J2`MLN- ON SHEET '�'T' -----______' l TO GLASS(SEE 11 FOR HADE.QANO CONCRETESCHEDULE ON SHEET 19 FCB ANCHOR 6 s, um 11 FOR BLADE OAND 1 1 ORO OR 1 OR 1 S• CONCRETE BLoCES ON 12'O.C. I �1&B FCR �� ( __ 1 ANCHOR ( EO in 0 Ij OR 1 ®O.C. ___T-1/2'MIN. ___1- i--I- '` t_ Y. 1«. 1 ie } .'i- -t- '` £QT' _.�..` MIN. _ _ 1''.. �1b}OR ORO4R r ?.•MIN. - 't '-1 2`MIN. / `, \�M� ♦ SEE UMIDTARONS OF USE FOR VIEW Y / BLADE 1 ON SHEET 19 1 OR OR'1 OR 1 OR 1`, 5O OR 0: , i PSN DETAIL X 1f (D OR @* ,\ �C�, I -0-0.0«a«C0.(0m END INSTALLATION l--POURED CONCRETE OR «QO1®'O�® t0•1CH'0� - f0'i�«0•�©•( « CONCRETE BLOCK WALL 9.43-.0-0.!®-(3.0°,. ®°".Q•�Q•�`" 6 7 _i a 6 7 REQUIRED 10* O O•© O`O•(:« Q HV BLADE OR 16 FIV.WINDOW BLADE INTO \ 0.0'0-0.0.10- ��c •®«10,430 p.®��•�„®.�� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL© ®•C «(d 43-(3.4 g9;0J ' (>0-C C pC 4, t�.tcc a - .�5. CT 0� Q. «®� FLORIDA'BUILDING GoDE'(eo�'High-Velocity Hurricane Zone,`, 1101y T�c••• //� • 1+2017 TILTEGO,INC. 092017 EASTERN META.SUPPLY, INC.. �}GEI'rSi\ _ BERTHA HV'TM ASSA y Accordion Shutter System I{v: tux in w/az w/o x v tiHr roow BLADE -O /� American Shutter Systems - S': TILLIT.TESTING & ENGINEERING COMPANY c acv.No DESCRIPTION 8 DATE DRAWNATE; 07/27/17 �+. ;,7 i Association, Inc. i OLD 15-OBS 07/27/17 DATE; r� 7C \ .6355 N.W.UHW SL R¢.7Q5,HRONN GRDD+S,FLCRM 33168 - `� �aI�I�R c44i`11 Phone:(305)571-1 530.vox:(3D6)871-us1 4268 Westrddds drive 2 DRAWING No t vA�/'1"^ -ehr", a=tea:L t«,00acom West Palm Beach, FL 33407 3 7^ 1 07 V:VAL t� /1 EB-0006714 "'� ,F' WALTER A MUT Jr.P.E. 4 ""'..ri»Ar.'' FLORIDA Jo.I 44167 5 ' SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE-41— SGHEpULE i2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+' • NOTES-_ _ (1t.). FOR INSTALLATIONS W/ SrAMETRTcAL OR "L-" (ft.).FOR OR "L-".(1(.).INSTALLATIONS - INSTALLATION EG ND. . CENTERMATES ID &-® or(33) or INSTALLATIONS W/ NG W�/ IC,.3111;I • 1,I ,,.:I CONCRETE & WOOD (1) L+; MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ 0140 H V LOCK ® or C) or or .CNV LOCK ,I, Q fit} & r, W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. 1:-::MAY.ALLOWABLE SPAN FOR HD LOCK ®W/ NO LOCKING RODS or ONE NV LOCK IN or or® F;.•7� OR s? W/ NO LOCKING WALL A. S. C. 0, E, M, N, O, P, Q, A.S.D. DESIGN PRESSURE RATING. GIVEN NEGATIVE CENTERMAI© 28� 29 W/' ONE W/ NO LOCKING RODS®• RODS'i; MOUNTING F, K 64 L R, S, & V. FD'T" LOCK 30 W/TWO LUNG (SEE NOTES tit) (VALID FOR MOUNTING Q (2).PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 AAT1��O77P��GG&{BOTTOM 1 SEE SHEET 7) FLOOR/CEILING G. H, I, 11. J T, U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CCNAIRE Y WOOD)INSTALLATIONS 0 CONCRETE&WOODIA�ACONCRETE MOUNTING & M N4UNIp.1 wso UEACN INSTALLATIONS 0 A...Du INSTALLATIONS GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, As.D. CIRC DETERMINE MAXIMUM SPAN 'L+• FROM SCHEDULE. PATSONO0 WALL MOUNTING BOOR CEILING PRESSURE WILL MOUNTING PRESSURE ROGRASUNG MOWING / Tp,f) N MTMG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, ROTI MOUNTING CA“) FLOOR/COMNG MOUNTING (p.al.) OR Dl ILHMINE MAXIMUM SPAN •L—" FROM SCHEDULE. (+.pR') (,OR-) (,OR_). R$ (0) L MONIIWG t+ (n) L-(n) 1+ (9) I-(N 1* IT) L-09 L 1 (w L-II) 0 MAXIMUM SHUTTER SPAN'L+•OR 1.--' FOR 30 OR LESS 16'-0• 16'-0" I6'-0' 16'-0' 30 16'-0' 16'-0' 30 16'-0' 16-0' INSTALLATIONS INTO WOOD SHALL SE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psi.A.S.D.OES1GN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 1+"AND L--. 35 14'-T0• 114'-10. 15'-2' 16'-0" 35 14'-10' 14'-10' 35 15'-2' 16'-10• 40 13'-10" 13'-10' 14'-2" 15'-2' 40 13'-10' 13'-10' 40 14'-2• 15-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1- ' 13'-1• 13•-4" 14'-3" 45 13'-1" _13'-1- 45 13'-4'_ —14.-3' t HA CORNER CENTERMATE #3 MAY SE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 2'-5' 12'-8' IN-7" 50 12'-5' 12'-5' S0`_ 12'-3' _ 13'-1' MOUNTING INSTALLATIONS: LOCKING SPECIFICATIONS P1/ FLOOR/COLING MOUNTINGS: . -- SHALL BE AS INDICATED ON MANDATORY CONDMON #2 55 11'-10' 11'-10; 12•-I" 12''-11• 55 11'-10' ii'-10' SS 11'-1' 1Y-11' FOR A GIVEN POSITIVE A.S.U. DESIGN PRESSURE SO I1-4' 11'-4' 11'-7 2'-4" 60 1 I'-4 11'-4' 60 10'-2 10'-11" NOTE #5,SHEET 5. RATING' __.. .._..._. .�._..._ ..._. ---. _— DETERMINE: _ 65 '16-10- 10'-10" I1'-1" 11__-,1` 65 f0'-1_0- i0'-10• 85 s'-5• 1i)-1' _ LI+= MAX;SPAN FOR WALL MOUNTING INSTALLATIONS. 70 _9O'-6' 10'-6' 10.-5' 11'-5" 7010=6' 10'-6" _70 8'-9' 9-4' - L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 -10.-1" 1O'-1•. 10'-4" 11'-T" 75 . '10'-1" 10'-1- 75 - 8'-9' 11 EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. _ 80 9'-10• 9'-10"_ 10'-0" 10'-9•_ 80 A'-10"____9'-10" SPM! 'L+'OR"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' to-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3• '9'-3" 9'-5• 10'-1'_ 90 9'-3' 9'-3" OR CONCIAIL BLOCK SHALL BE UNTIED AS FOLLOWS DETERMINE: _,. _ 1- CONNECTIONS TO KEYSTONE MOUNTING LI--" MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9-0' 8-9' 9'-2' 9-10" 95 9•-0' 6'-9" LIMITED.TO'+64,-77 p.s.f. AND B'-0" SPAN, SEE 1_2-= MAX: SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9" W-4' 9'-0' 9'-7• 100 8'-9" 8-4' MOUNTING MOON SHEET 7, INSTALLATIONS. 105 _ 8•-7" 7'-1I" 8'-9- 9'-4" 105 8'-7' 7'-11- 110 B'-4' 7'-7" 8'-7" 9•-2" 110 8'-4• 7'-7" - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' - Y=3• e-4" e-11' 115 V-2" 7'-3' SEPARATION TO. GLASS SCHEDULE MINIMUM BETWEEN •L1+". 1L2+", 'Lt-"AND "12-" 120 8'-0' 6'-11• 8'-2' 8'-9• 120 8'-0• _6'711' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 r-To' - 6'-8" 9'-0' 8'-5" 125 7'-To' B'-B- ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN 130 7'-8" 6.-5" Y-10" 8'-1" 130 7.-8— 6•-5• WIND ZONE. PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135. T-7" 6'-2' 7'-0' T-9' 135 7'-7- -__ 6' z" MINIMUM SPACING. ' 140 7'-s• s-1,• '-7 r-6 140 7'-s s-„ ASTM E 1996 SEPARATION 145. 7'-3" . 5'-9" 7•-5" 7'-3" 145 ,._3T'.__-. E-9' TO GLASS 150 ' 7-2" 5'-7" 7'-4- 7'-0" 150 _7`-2" 5'-7 155. 7'-0" 6.-S- _Y-2' 6-9" 155 7'-G•, • 5'-5"~ 1 THRU 3: 1" 160 6•-1 I" 5''2" 7•-1' 6'-7' 160 6'-11' 5'-2" - 965 6'-I0' 5'-1" 7'-0" 6'-4" 165 6'-16" 5'-1" 170 B'-9' 4-11' B-11" G-2• 170 8•-9' 4'-11- 175 6'-7' 4'-9' 6-9" 6'-0" 175 • .6'-7' 4'-9" -"- 180 6'-6" ' 4'-8' 6•-B• 5•-10" 180 6-6• 4-B' O HV BLADE ' 185 6'-5' 4'-.6' 6'- " 5-B" 185 6•-5" 190 6-4• 4••5" 6-6' -6' 190 6`-4" 4'-5' 195 . 6•-3 4'-3" 6•-5" 5•-5' ' 195 6'-3" 4'-3" 200 I 6'-2" 4'-.2" 6"-H" W-3* 200. 12 ��i''' .205 6'-1' 4'-1" 6'-3• 5•-1" . 205 6'-I" ,+N >j "ii_"' FLORIDA BUILDING-CODE(Non-High Velocity Hurricane Zone) .',A1 'iT 02017 TLTECO.INC. 02017 EASTERN METAL SUPPLY, INC. ;,'�P \N6ENSF" 4'f•P z BERTHA HVTM A S S A Accordion Shutter System IILIECO iNc. \. ■ ■ * ....f01110`... ! i� ; *- H.v aaDE 1,w/ca w/o Kv mum/,MI TitY American Shutter Systems' ac•N; DESCRIPTION DATE DRAWN Ilr:NL¢v./LG._ -a i, TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 WE: 07/27/17 ""4,7 4. 6555 N.W.Mo.S4,Sla.SOS.NRONU GARDENS.ROM.13166 DRAWING.No f P �i4, F4Pna:(305)671-1530.Fan:(305)071-1731 4258 Westroods*Drive x ,<,T, �0R10••''rte` 0' a-moD1 UTlec000deom West Rolm Beoch, FL 33407 3 7_1 D7 S C+" EB-0006719 4 /7�1 11 WILIER A MUT Jr.P.E. `�/VNAL FLORIDA Me./44167 5 SHEET - P.E. SEAL/51GNATURE/DATE 6 11 OF 20 MAXIMUM ANCHOR* SPACING (in.)'SCHEDULE FOR A GIVEN MAX.SHUTTER SPAN, A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED'CONCRETE (CFE MOUNBni�A-11,1,67141.1094'.511620 6S POURED CONCREft/CONCRETE.BLOCK - ----TAPCON OR A 9 1L HFAO MOUNUNG {A}WA4L'HEADER A0U11UNG. WAl.4 HEADER MOUNTING- (2)WALL SILL ISQUNTING OD1 WALL SILLMOUNTING ()&(E)W LL HEADER/SILL TAPCON WITH ADVANCED W W Q7 WJ Q41 MOUNTING THREAOPORM TECHNOLOGY 'M,4 Asn =AWE a lues RAIN c a h5n.DESIGN t4r,Am[PROEM EWI G(w})SA DESIGN 83,06E PRESSURE 947010(p4,1.5594614150 PRE1SURE.M104 (rct'45 513034.51G1iNE 4805A1RE 451051 88)400, am 66..6 52 PRESSURE RANG((en ALL POINTS SOLID-SET 30 40 60 75 90 1 0 100 205 30 40 60 75. 90 120 160 205 30 40 00 75. 0 120 160 205;30 40 60 75 90 120 180 205 30 46.00 75.:90 120 160 205.0 40 60 75 90 120 160 205 BLUE TAP 14. 12' 10 9 8' 6 '0 14 12 IS 9 .. 6 8 14 12..10 9 8' 6 6 14' 12 10. 9 8 8 6 14: 12'.:10 9.' 8 '8 6- 5.5 . e 8 8 8. 7.i8,5 TAP LU A 3,^0'' 14 12 10. 9 8. 6- 6 14 12- 10-9 6 6 14 12.:10 8 8' 6 6- 14 12 10` 9 8 8';6 6 14' 12 10 9 .8- 8 6 '-6 9 8 8 8` 8 8 ' OR LESS 14 12 10 9 8 6 5 14 12 10 9 6. 6 14 12 10 9 8 6 6 `14 12 10. 9 8 8 .6 3. 14 12 10 9 6 8 6, 0 8 8 8' 8 8 6.5 14 12 10 9 8 8 6 14 12' 10 9 ' '6 '8 14 12 10 9 ' 8 .6 0 14 12 :10' 9 8 8 '6 - 14 12 '10 9. '8 '8-0 8 8. 6 8'Th e 7 14 12 10 9 8 0 .4-14'12 10 9' 6' 6 14'12 10 9 - 8 IS- 6 14'12. 10 9 8 7 ' 14 12 10' 9 8 7 85 - II 8 8 7 5.5 4 4,-0" 14 12 .10. 9• 8 6 4 14 12 10 9 0 0 14 12 10 9 8 6 6 14 12 10 .9. 8 8 5.5 14 12 10 9" 8 8 6 8�t 8 8 ,9, 8 8 8 74 13 10 a e 4.5 - 14 12 10 9 6 4 la 12 10 9 8 6.. 6 ,14 12:: 10'9 .'8 8 - 14' 12 10 9 8 8 8 8 8 8--9 6.5 5 14 12, 15-9 8. 8 4. 14 12 10 9 .6 .8 14 12 10 0 8 0 6' 14 12 10 '9 8 8. - •'•14 12 10 9 8. e 6 ---"'8 0 8 8, 7 5.6 14 12 10 9 8 '4.5 -`14 12 10 9 . 6.3.5 14-12•10. .9- 8 6 6 14 .12 10 a 73. ,- - 14 12 10 9 7.6'5.5' - - '88. 6 _7s 5.5 .4. 3 * SEE ANCHOR S,-0„_14 12 10. 9LL-8 4:5 - 14 12 10 9,- 6 3.8 14 12 10'. 9 8 6 8 14 12 10. '9 '.8 7 14 12'10 9 8 8 6 8 9 8. 8. 8 .8 14' 12 10 -9 5 SS. -• - 14 12 10 '9 ,45 - 14' 12 10 0 - 8 8 5 14.:12: 10 9 8 3 » - 14 12-'10 9 a 7 - ' 8' SPECIFICATIONS _ 14 8 7 5 4 ON SHEET 13 14 '12: 10 9 8 '8 4 - '14 12 10-'9'. .6. 3.5 14 12 10 .9 8 6' 6 14' 12 10 8 8; - - .,4 12 10' 9 9 7.5. -. 8. 8 8 7.5'5.5 4' 14.12*10 8 8.5.5 3 14'12 10. 9 4.5' - 14'12 10 9:: -8 '6 8. 14 '12 9,5 75 4 - - - 14. 12 9.6 7.5--6.5 3.5 - - - * e 7,5 6.5 4.5 3,5 - ,-0,,.1S 12 10 9 8 5.5 - - 14.12 10 -9 _ .4.5 14 12 10. 9 ' 8 6 6 14- 12 10 9 8 4. _ 14 12 10 9 8 8 4 -8 , '8 8 8 8 7:5 6 14 12 '10 9.-e 3 •-- 14 12-10 9- 14 12 10 9 1-- 6 5.5 3,5 ^14 12 10 9 4.5 - 14 12 10 9. 7.5 4 - 8 0 75 5.5 4 3 14 12. 10 9 8_6 ---7-- 14 12. 10 9 4 - 14 12 10_9 8 6 5.5` 14 12'10 9 .5 1.4 12 10 9 .8-4.5 - - 8 _ 9-8 6 -4S - • 14 12 t0 9 8 4 .. .414 12 10 9 ,6.5' 3. - 14 12'.'10 9' '.8- 0 - '14 12 0 4.5 - 14"12 '8' 6.5 5.5 - .' 8 '8.5 5.5' 4 3 - 7,-0" t4 12 10 '9 8 a - •• 14 12 10 9 6.5 .3 _ 14 12 10- 9 ,8. 0 - 14. 12 10 9 6 - -'- 14 12 10 9 8. 7 - "8 8' 8. 8 7.5 0 11,...„12_10 9 4.5. ,,_14_1_2 10 9 4 - 14 12'-10 9 7 4 - 14. I2 10- 5.5 - - 14 ,2 10 8 6.5 8 .8 8.5 2 3.5 - 14: 2 10- 9 7.5!7.75 - - 14 12 109 - 6 - 14' 12 10 .9 0 8 14 12 10 6'. - - - 14 12 10 8.5 '7 - - 8 8 '7 5 4 - 14: 12 10 9 5.5 3 14 12 10 914,'12 tQ 9 �814' 14 '12 10 9 5.5 ,- - 14 12 10 9' 4.5 "- - 14 12:10 9 8' - - 14 12 10 7 4 "^ - 14 12 10 9 8 _3 - ' 8 8 8 7.5 7 4 *SEE LIMITATIONS OF USE COR 1 8�''O 14.'12_10 5.5' 3 - - - :14 12 10 9. - - -___-___11112_,12_9_53 - 14 12 85 J - -- -_14 12 '85 7 4 - - - 8 7 5:5' 4 .3 BLADE SA ON SHEET I9 74 12 10 0 S' - - 14 12 10 9' i - 14 12 10 '9 8- - 14 12 9.5_- - - - - ,14 /2 9.5.-"-05 4.5 - - - 8 75 8 4.5 - -7-:-. 14 12 1q. 6.5 43 - 11' 12 IS 4'7.5 -_ 9- 9.5' 4'3 - ^ �,-0. 14 12 10 85 4 -' 14 12 10 9 7S - - 14 12 10 9 - - - 14 12 10 5 - - = 14 12 10 9 55' - - e 8 8.5:-6 3 14 12 8.0 4 14 12 10 9 4.5- -14 12. 1.0 9 7.5 - 14 115 4,5 - l4 11.5 7.5' 67.5 6 5 4 14 12 10 6 ,;1 - 't4 12 10 8 '7 - 14 12 10 9 8 - 1i,-I2 5 - - - 14 12 8 85 - _ 8 0.5 55 4 - - 4 12 Ip - 9 '.8 -411:5 8.5..,.. - - - - - 11.5'8.5 5.5. • - - - '55'4:5 35.E - - 14 f2 9.5 5 3.5 , - - 14 V12 9.5 5 3.51- -^ 14 12 10 9 5.54 - - 14 12. 10 9 8 - - - 14 12 7 - - - 14 12 10 7.5 5 - 8 8 8 7,5' 4.5 10'_O.14 12; 5.5 3 - - - 14 12 .10 6 3 - 14 12 10 9 6 14 103 3 - - 14 105 7 3.5 "' 5.5 4,5 53 - t4 11'-0' 14 12 7 14 12.. 4 - :I4 ,2 l0 ^ - 14 !2 :10- 125 85 - - 12.5 9.5:6 -i•. 8, 2"'4...l' 7 55 4.5- - - - 14 12 5:5 - 14'12 to t4 12 55 - 72'-0" ,4 12 3 4 14'.-12 HV BLADE OR Q W/ * HV WIHVV BLADE. 13,-0•.14. 12 "- _ -� 14 12 -� - 14 72 ^ - - _ - 14 12 - - - 14 12 - - 8 '8 8 '4.5 NDOW BLADE WORKING IN UNISON .. 14,-.CIS 14 12 .•. - - -. 14 12 .' - _ _ .. --14 12. ., - - _ » 14 4 _ - - ^ '- 10 12 - - - _ - 8 8 - - .- 14 73 5 4 3 _14 - - - - - '14 - ' - 14 - - - - - - 7.5 - - - 7.5 - - - - - 75.553i.35 3 - - 14 - 14 - - - - 14. - - �- 14' - - - ' - 8 8 - 7 7^3:5' - IFS'-0" t4' - - - 14 - - - _ - 14 - - - 9 - - - - 14 - "' - 1S_On 74 ,- _, -� -. w,ig5_- - - - - 9.5 - - - - e 7 45 - - - FLORIDA BUILDING. CODE'(Non High-Velocity. Hurricane Zone) l i - - - 0112017 EASTERN METAL SUPPLY. INC. ' 11S�aQ1,.. �7I 02017 TILiECO,INC. V4 BER II CHVrM IAA '`EC>krvs:�1. _ _ :1111?''' ''--- , / 11)E C O �NC. ` Accordion Shutter System q. . , ■ ■ ■ ■ LV. #1 W/OR W/O H.V.,MEOW sum - 4; f '•* - TILLIT TESTING'& ENGINEERING COMPANY AmericanShaffer Systems REV..90 DESCRiPOQN DAV DRAWN 9,': Lc. / 1 0355 N.W.369,9G sb.306.0555 68651)5,410 55 33166 Association, Inc. I OLD 15-08507/27/17 04TE: 07/27/17 .G? .A A �� - > 4268 Wsfraad$ Drive ; r 4.°1i1D •• (r, 480)1:-05)871-1530.Fox:(305)871--153I DRAWING No t°" ',IVB a mea alie�w9 o.�am West Palm Beach, FL 33407 3 -.... AI„ \l�ait14 W.129a LLTt9,.84.0 5 --- 17=107 FLORIDA rc.d 44167 SHEET P.E..SEIS1/''SK'3NATGRE/DATE 5 12.OF 20. MAXIMUM-ANCHOR' SPACING-Qn:1=-SCHEDULE FOR:A-GIVEN MAX. SHUTTER SPAN. - "--- -- *SPECIFICATIONS-ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.I)ESIGI9 NEGATIVE PRE IJRE_BANG AND A CORBESPQNDMG MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: MODHRN45 E.6,&H ON SHEETS 6&7) POURED CONCRETE/CONCRETE A3CK POURED CONCREIE (A) TO EXISTING POURED CONCRETE:(Min.('c =-3 ksi)- -- -•--- . uAtt➢N11M O WALL SILL MOUNTING Q CEILING MOUNTING O FLOOR MOUNTING - I/4'9 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEx, (Min. Pc= 3 F1) SPAIN .ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (MID. Tic= 3 bi) (R) ..OESG.R.HLL4155 PRESSURE RCM • F.DETGI 405111E IR035RE RANRC.(p8) D:LmOR IEGTNE PRESSURE RILING(pa - 1/4'0 BLUE TAP CONCRETE ANCHORS W/'CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.Fc =2 4W) TAPCON OR - 1/4'0 TAPPER+ANCHORS-AS MAIBIFALTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY ' 30- 40 °CI 120 ITA 205 30 40 DO 120 160 205 160 205 TAPCON YATH ADVANCED COMPANY OR ADP(OTHER APPROVED UCENSED OR AUTHOR17E0 VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 8 6 53 14 12 B 8 !6. 6 6 6 THREADFORM TECHNOLOGY 3•-0' 14 12' 10�� 8 6 6! l4 T2 B_ 8 6 6 ® t�� •, .6 _6 ALL POINTS SOLID-SET (Mtn.rc= J k9) OR a• ®®®' 80 66 13 1 i B e NOTES: CLUE TAP W/CAP Al) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WYTH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 1TAPFR+ 7 5.5 B I 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. BS3 4-0'�� ®®®® B J3 AL2)MINIMUM EMBEDMENT OF 1/4'V x 3f4'.PLL POINTS SCUD-SET ANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE NO EMBEDMENT e4.5INTO STUCCO SHALL BE PERMITTED. 1/4.020 S.S. MACHINE SCREW USED SHALL BE 11/2'LONG MINIMUM SHOULD STUCCO •SEE uurtAlwns M USE Edi 8 loll 4. EXIST,ANO 1'MINIMUM FOR WALLS WITH NO STUCCO: BLADE 3 ON'spa,19 5•-0' m �� ILICII®N - AL3) IN CASE. THAT PRECAST STONE. PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING. WALL 014 FLOOD, glimu i ®,UM NIIII®® EN00p iiiir®i ANCHDRS;HALL)LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON ®m©�� Q��TD D ® NOTES Al &A2 ABOVE FOR INSTALLATIONS ON win SIDING OR EIFS WITH-OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR • pppp _ INSTALLATION INTO RFS WADI METAL STUDS SEE SHEET 20. B-0 E lIE1I0lrIw®ng61mmmitimuB B.s 10 B9 O TO EXISTING CONCRETE BLOCK:(ASTM C-90) ®®H� . �!8®®HBa®M��® 0 a HAS 8 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS;AS MANUFACTURED BY I.I.W.BUILDIX. 10 0� ®00(L10 ccasu a m 1O B �] - 1/4's x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7,_0.®�tp [0[�•��jj. �� Q�O�®�� •1'� 7 55 CO 0 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. ®®®�ca®�BH®�®' ®5l5 HENN eA_ .' �� - COMP TYPORRA ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED AMERICANBALL POIHTS SCREW, BELS&SPEATION. EEJJf!J COMPANY OR ANY OTHER APPROVED UCURED OR OWERS IFAS VENDOR REGISTERED TRH THE POTSSSHUTTER SYSTEMS ASSOCIATION.INC. till 8•_D-61mW ID a NOTES. ®®1111rE1311011:111101r ® ® {�� ELI) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCAN, BLUE TAP W/GIP ANCHORS ANO TAPPEA+ANCHORS IS 1 1/4'AND LNPCON .®m01mm®�% ® m� WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 9,_D B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUP-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO Q1®inn. a®m O®-m ® EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'6-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 14 t0.5 EXIST.AND I'MINIMUM FOR WALLS WIR1 NO STUCCO. X1.9 15111111 sal 7- ®nucum ®11 ®�®mE w 0.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE.'PANELS,PAVERS OR.ANY VENEER BE.FOUND ON'THE EXISTING WALL OR FLOOD, 10•-0' ©3.5.� 0 ®�Q © vA ANCHORS SHALL BE LONG ENOUGHFTa REACH THE.MAIN STRUCTURE BEHIND SAID WALL DNSES..ANCHORAGESBE AS INDICATED ON 11111111111118"5-51161��s0 �� NOTES 8.N A B.TI ABOVE.FOR INSTALLATIONS OND VINYL EOR OFS WITH!OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR INSTALLATION INTO EIFS 7 METAL STUDS SEE SHEETRUC 20. 11•_0• 1 ®�0 Op0 mOp C1 105 ®0 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 129 QA �00®®100 Q QO 83�mH H ®17 5.®�®an� ��® im8 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 0 0 m moo I��© 1 1 EDGE DISTANCE VERSUS SPACING SCHEDULE-FOR ANCHORS: 12-0' By ULLt ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING lip® 06��® ®�lliimm�® - Bt' DYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS: REDUCED.SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN IAINNIA SPACING INDICATED FOR EACH ANCHOR TYPE. 11.6 Q ® LOI(0 Aa FACTOR 1.3.-C.Pa 0rizagE ©g E� AVOT00 ACTUAL _ TAPCON wn)1 ADVANCED TAPPER + BsB®� ®BQ88� ne 0 ■V C EDGE TAPCON ALL POINT SCUD SET BLUE TAP W/orP �� R DICTANCE THREADFORM TECHNOLOGY MIH.SPACING (QO 5.5 _ AA ED, MIN.SPACING=3' MIN.SPACING=3' NTN.SPACING J 1/T Mm.SPACING=]' 3 J/a' 4' 14•-0" �t V LAD . L POCONC`REETOiEN 6LJ,OOCCK& Patau(FATEfE LarnaTE 21JLV71 P CON CONCRETE LRED CONCRETE& PDCOIMN FA-•YOMED CONCRETE&�P�'CW71}TE UXi}af7E 2BAOC 7.5®®®®�®�� 45 . 3' 1.0 0.90 1.0 o:78 1.0 0.84 LO 15'-0' 3S - BLADE WORKING z 1/2' - 0.81 - - -'-`- 0.87 1.0 lialialiCEMgI ,�_ es�� '�� IN UNISON ♦ 2. - o:71 - _ _ 0.43 L5 3 7 3/4' 0.91 T 0.43 ,_ ��0 000 5 - o0C1� , 1/2' D:39 _- 0.3516-o B00001 0 , - - - _ _ p 4 - -ina - FLORIDA BUILDING'CODE(Non High Velocity Hurricone Zone) ,1TI,1;c il 're,---.... ®2017 EASTERN METAL SUPPLY. INC. T`1+` 02017 DL7EC0.INC, ` `'' ateo'.\,1C 46 BERTHA '1VTM / �LL�E G O- INC. \ S•S A Accordion Shutter System �! = -10 AsA X ■ U ■ RV, ElLACE#t W/OR w/,o TLV.WILTON BUTE S`.'� .r /) •} ' TTWT TESTING & ENGINEERING COMPANY American Shutter Systems R(VyNo DESCRIPTION DATE DPfIWN B1•:- LC. - 9% .TATE L '• ^ ; 6355 RW.sem s1.,SIT.355,56551116 65ocas.FLOWCA 3316E Association, Inc. I OLD 15-055 07/27/17 DATE: 07/27/17 - - ©�\Fz �F .'(t. +� P5808:(305)871-1530.Fos (705)871-1531 4265 Westroads Drive 2 _ DRAWING No '�e5+pp'•.�RIDP•.• �� ,, o-maC0 6I 57 Isom West Palm Beach, FL 33407 3 17_1077 ��V'0•''•�•• .1.,a00.0% WALTER A.7Rlfi Jr.P.E. 4 P.E.SEAN//.5fA 4iTRE/DATE FLORIDA tic.144167 e SH13 OF 20 - --- -MAXIMUM ANCHOR•-SPACING-Gn,-SCHEDULE FOR-A-GIVEN MAX."SHUTTER SPAN - - -- --- - -_ 01A. k : a . � . 111 : . 1p :k• •a:�' L• . ,.• -------- - -- -- -- - - --- - .II. he •: •k. :211 •: I. :al : • . t1: :1•L (SEE 500511905 I,J,K&1.ON SHEET 7) POURED CONCRETE POURED CONCRE1E4CONCRE1E.BLOCK_ - ., - .__------ __----- - -- (JWALK ovER& QQt)TRENCH ANCHORS SPACING LEGENQ YA705uM MOV,CII!)9G -...� OO R78NGUARO MOUNTING OWALL/FLOOR MOUNTING ©WALL/WALK OVER'MOUNTING TT ASD.DE9a+.stosm PRESSURE teas(ptt',As.D.cam stoeve 3RE5918 err-(25,ASD.D131a+:105160 PRESSOR RHINO 47 ASD.50281 5E0iirh PfQ593E':RCM Col TAPCON OR (le) 20 0 - -- THREADFORM WITH. TECHNOLOGY 30 40 60'�75 90 120 160 205 30 40 60 75'90 120 160 205 30 40 60 75' 90 120 160 205 30 40 60 75 90.120 160 205 ' CFILOG 14 32 10 9 8 6 5 12 -12' 12'12 12 11.5 8.5 85 7 7 7 7 7'. '7 7 55' 5 5 5.- 5• 5 5 5 5. ALL.POINTS SOLID-SET. 3,-O" 14 12 '10 :9 "6 6: 12 12 12 12 12 12 9.5 7 7 7 '7 7 7 '7 7 7 .5 5. 5 5 5 5 5 5 OR LESS 14 12 '10 9 : 6 6 12 112 12 12 105 8 5:43 7 7 7 7 7 -7 7.6.5 5 5 5 5 5.:':5 5 5 1 SLUE TAP 14 12 10" o 6 6 12" '12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 "7 -5 5 5 5 5 5 5 5 TAPPER+ 14 12' 10 9 6 6 12 12 12 12 11.5 8.5 83,.5 7 7. 7 7 7 7 63 4 S5 : 5 5 S 5 4 14 12 10 9 6 6 12 12 12 12 9.5 7 3.5 7 7 7 7 7_ 7 7 7 5 ' 5 5 .6 5 5 5 5 4-0' 14 12..10 fl 8 5. 85 12 12 9.5 8 8 4.5 3.5 7 7 7 7" 7 7 6.5- 5 S $ 5 5 5 5 'S 14 12.10 "9 a 6 12 12 12._12::.10 7.5 5.5 4 '7 7-.7 7 7:7 7 5.6 5 5 5 5:':5 .5 S 5 14 12 10 -9 6 B 12-12-11 9 7 5 4. 7 7 7 7 1 7 5.5 '4 3 5 5 5.:.5 5' 4 3 ,-0'' 14' 12 10 9 6 8 - 12. 12 12 10 7.6 5.5. 4 7- 7 7 7'.7 + 7 7 .7' 5 5 5 5' 5- 5 5 5 5 14'-32 10 9 ' 6..-6 12 12 95.7,5 6 4.5 3,5 -7:7- 7 7-.7 7. -5 35 5- :5 5 :5- 5 5- 5 4 14 12 10 9 - 6: 6 12 12 X12 9.5 8 I8 4.5,- 7' 7 -7 7 7, 7.. 5.0 4 5 5 '5-- 5 5 5 '5 4. 4` SEE ANCHOR 14 12 10 9 6 "8 12 12 11.5 9 7.5 5.5:. 4 3 7 7 7 7._'.7 4.5':3,5 5 5 5' .5 5 4.5 3.5 - SPECIFICATIONS 6,-0' 14 12 10 99 6.. 6_- 12 12 12 10 8 6 45_3,5 7 7 7 .7- 7 7- 7 7 5 . 5 5' 5 5 5 5 ON'SHEET 13 :14_2_00 9 6 6' 12 12 8 '6 5 4 3^_.-7'� 7 7 7 7'5.5' 4� 5 5 5 5 5 5.' 4 '3 -.._.. ._ _�.. - 14.._12 -10 "9- 6 6 12 '10 8.'65 5� 7.75 -. 7 7 7 7 '7 8 4.5 - -S 5 S: 5 5 5 4.5 - 14 12 ID 9 6 6 12 12 15 8 6.5 5 3.5 - '7 7 7 6.5 5.5 4 - 5 5 5 5 5 4 3 7._O. 14 12 10 9 6 6 32 12 8.5 7 S. 4:. 3. 7 7 7: 7 7 7 7 6- 5 5' 5 S 5 5 5 5 - 14 12 10 9 6 6 10 6.5 ;5 4.5 3 - - 7 7 7 '7 6.5:S •3-- 5 5.'':5 5_5 -.5 3.5 3 14 12 ID 9 :6 6 12 12.85 7 5.5 4 - - 7 7 7 7 7._g _ - '5 5 5 5 5 5 4 - Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 :'.6 - 12 12 8.5 7 5,5 4 3 7 7 7 5. 4,5 3. 5 5 5 5 4.5 3.5 PSF A.S.D DESIGN.PRESSURE. 14 12 10 9 6 - 12 12' 10.5 73 6- '4.5 3.5 - 7 7 -7 7 7 '.7 7 4 5 5 5 5 5 5 5 5 RATING& FOR SPANS:PER 8,-0', 14 12' 10 '9 6 - 12 9 6 4. 4 3 - 7 7� 7 7 55 4 - - 5_--5 5 5 5 44 3 - 14 12 10 9 6- 12 11 7.6, 6 5 3.75 - - 7 7 7 7.5`6. 4.5 - 5 -5 5 '5 5 43 - - SCHEDULE #3, SHEET 71 -- 14 12 10 9 ' - -12.11.5 7.5 6 S 3.5 - - 7 7 6.3"'5 4 - - - 5 5 5:.5 4 3 9,-0. 14 12 10 9 - - 12 12 9.5 6.5 55 4 3 - 7 7 7 7 7 6 J 5 5 5 5 5 5' 5 5 14 12 10 9 - 10.5.8 "5 4 3.5 - - - 7 '7 7' 6 5 3.5 5."5 5 5 5. 4_3 14 12 10 9 12 10 6.5 5 43 - - 7 7 7 6.5 5.5 - - 5_..5 5 5 5 4 - - 14 12 10 9 - 12 105 7 5.5 4.5 3.5 - - 7' 7 5.5 4.5,35 - - - '5 5 2 4.5 3.5 - - - 1112 1D 9 - 12 11 8.5. 6' 9 35. - 7 :7 7 7 '7 7.4.5 - 5' :5 5 5 5 5 5 4.5 10,-0"14. 12 10 9 -• 9,5 7 4.5 35.:3 - - 7 7 7 5.5 4.5. - - '5-'5 5 5. 4.5'3.5 - i 1,-0'14'. 12 10 9 - - 12 10 7 5S 5 4 3S '7 .7 -7 '7- .7 7 3S 5: '5 5: 5 5 5' 5 4 14'.12 10- 9 - - 6:5.85 4 3.5 3 - 7.7 6 5 4 _ _ - 5 5 5. 5 , .3 - - HV BLA=DE 0'N LY 14 12 10. 9 14 12 10 9 - 11,5 8.5 5.5 4.5 3.5 --7 7 4.5.3:5 - - - - '5 5 45..3.5 3 - - - ,,,-0" 14 I2' 10 '9 - - -'12'9,5 65 .5 4 3 - - 7 7 7 7 7 '6 3 - 5 5 5 5' 5 5' 4:5:3_5 14'12 10 9 - - .-. 8 6 4. 3 - - - 7 ,7 53 4:5 3.5' - - - -$ 5 5 4.5 4 3 14, 12 10 9• 13,-0'1,44'.12 10 '9 -,'1.58,5 36 4:5 3-5 3 - 7 7:'7 7 7 4:5 - -" 5" 5:.':5 5' 5 5 4,5'3. 12 :109 - - 75:53.5': 3 - - - - 7 75 4' 3_ - `5 S 5 4,: 3.. 14' 12 10 9 - '14 14,-D"14 12 10 9 - - - 10,5 8; 5.5 4 35 - - 7 7. 7 7 7 .4 - - 5 5 -5- 5, 5 5• 4 3 - 14 14 12. 10 - - - - - 9-7 4:5 35 _.3 - - - 7 55.3.5 - - - - - 5'' 5 3.0 3 - 15,-0' 14 12 10 - - - =10 7,5. 5' 4 3 7 7' .7 7 7 33 5 5 5 35.: 5 S. '4 7. 14 12 10 - - - _- 6 45: 3 - - - 77 45 3 - S' S4.53:5: - - :16,-0"14-- 12 10- - - 9.0 ;7 4.5 3.5 -3 ' - 7 7 T 7 6 3 - - '5 5 5 5, 5 4.5 3:5 - " 14 12 10 - - -. - 75 S.S'7:75 - - - - - - -- - - -_ . . . - - FLORIDA --TO' ‘til nj BUILDING-CODE(Non H16Fi Velocity Hurricane Zone) 1o.:sg�. j/,. 02017 TILTECO,INC.. 02017 EASTERN METAL SUPPLY. INC. �P sT- E.,iCE 4.15"*. BERTHA:HVTM' Accordion Shutter > o = , , / iL. COEINC \ ASS .- System ■ ■ ■ ■ H.V. BADE#1 W/OR W/O H.V.WtrOW E.ADE 112-1. s .,r P *i }' American Shutter Systems REV,Na DESCRIPTION i�3.� 1• TILLIT TESTING & ENGINEERING COMPANY ♦ I SATE DRAWN 8Y: L.C. 0 6\ 6355 NA 360.St.St.305 5661N24 O.•00,5:PLOKM 3314E Association, Inc. I OLD 15-085 07/27/17 DATE 07/27/17 Phone:(305)871-1530 Fax:(355)871-1531 4268 Westroods Drive s ��SS ,,, •'", a-mae tRteooeaa.com West Palm'Beach, FL 33407 y DRAWING.No '-'_1aNAI��aG,,ll'‘ 641,169 A.D00881Jr.P.E. 4 17-.107 P.E. SEAC/3ICNAYURE/DATE FLORIDA uo d 44167 5 SHEET 6 14' OF 20 u.. 6 6i. 6 'i i i: \ :L6 •i 46A• L 3.6 ,16; 6 '4 6 • 4 i GIVEN MAX, SHUTTER SPAN. NEGATIVE A.S.D. DESIGN ERESSURE RAIING-.AND A CORRESPONDING MOUNTING TYPES --_- . • --- (SEE MOUNTINGS ON SHEETS 16&17). 1. J EE m-H< m - SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PSE No.. SPRUCE PINE SPRUCE PINE 1/2" MIN. CDX 2 Wil MIN_q=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0:50 Wf MIN. 0=0.43 W/ MIN. G=0.36 PLYWOOD DOUGL 50.50 W/ Wf MIN. G=0.43 W/ MIN. 0=0.36 umaSPAN N(5 WALL MOUNTINGS CEIONG MOUNT 7 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 6.0. WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS W& X W& X W & X P & Q S&V S &V Sdsv ma R9IX 8DG41t54J9 kat(M)LSO 00I togs P&5931 9416(7Y)15S ISO 69416 FRES PARC C1)ASO R93 6OAE 85059 FAM(p4 ASB 0944 teat R'S19E 7516(M)142.832/1102:12 WWII WOO){p!)TSP.DSA NG't_1920 1 A.9C(,¢')I30 DEAD not FRL44AA 0406/174.tis 63316112L TIMER C 174 555 ram tam MARI 906 1(10) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90,105 30 40 60,75 90 105 30 40 60 75 90 105 30 40 60 75 90,105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-0'O LE55 12_10 10 9 8^8 6 -6 6 6 6 6 12 10 10 9 8 8 6 6 6'8 -6 6 12 10 10 9 -6 8 6 6 "6 6 6`6 8'5-4. 4 4 3 12 12 12 12 12 1212 12 12 12 12 12 12 12.12 12 12. 12 0 4'-• 12 10 .10 9 8 8 6 6 9 6 6. 6 12,10 10 9 8 8-' 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 Ti"12 12 12 12 Ti 12 12 12- 12'12 12 12 5•_0* 12 10-15 9 `8 8 6 6 6.6 5 5.5 11 10 10 9 13 8 6 -8---5 6 6 5 "12.10 10 9 8 7 6 6 8 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12'12 12 12 12 12 12 12 10.5 I -��8'-0' 12 10 10 9 8 6,56 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 8 5.5 5 4.5 12 10 10 9 6 3.5. 6 6 6 6 5_4.5 6 5 4 4. 3.5 - 12 12 12 12 12 12 12 12 12 0 8.57.-(r. 12 12 12 12 12 12 15 7.-0' 12 10 10 9 85-4-6 6 '6 5.5 4.5 4 12-10 10 9 5 -3--6-7-717-374_ 5 12 10 10 7 3.5 - 6 6 6 55 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12.12 12.'12 12 10.512-12 12 10.5.8.5 7.5 8'-0' 12 10. 10 7.5 4,5 3 6 5 6 5 4 3.5 12 10 10. 6 3.6 - 6 5 ,5 4:5 3.5 3 12' 10 10 4 - - B 6' 5 45 3.5 3 6 5 4 - - - 12.12 12'.12 12 12.12. 12 12 12 11 '9.55 12 12 11.5 9 7.5 6.5 9•-0' 12 10 10 5 3.5 - 6 6 5.54.5 3.5 3 12 10 9 4 - - & 4543312T0436 6 4,5 4 3 3 6 5 3.5-, - 12 12 12 12 12 10.:12.12. 12-.11.59:5 8.5 12 12 10 8 8.5.55 10'-0` 12' 10 7.5 4 - - 6 6 5 4"3' 12 10 6 3. - - --6....6 4.3.5 3 -- 12 10 3 - - - 6 .6 4'3.5 3' -: 6 5 --- - - 12 12 12 1211.59,5 12 12 12 10,58.57:5'12 12 9 7 6 5 11'-0" " 12.10 5.5 - - - 6 6 4.5- - 12 10' 4.5- - - s'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 8.-6.5 5,5 4.5 12'-0' 12 10 4.5 - - 6 6 4 - - - 12 TO 3.5 - '6 5 3.5- - -' 12 10 - - - 6 5 3.55- - - 6. 5 - - - 12 12 12 11.5 0.5 8 12 12 :11 6.5 7 6 12 11,5 7.5 6 5 4 13'-0" 12 10- - - - 6 6 - ,- 12 10 - - - - 6 4,5 - - - 12.7.5' - - - - 6 4.5 - - - 6 4.5- - - - - 12 12 12 10,5 8.5 7.5 12 12 10 8 6.5 5.5 12,0.5 7 5.5 4.5 4 14'-0" 12 10 - - - - 8 5.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - SS,4.5 - - - - 6 3 - - - - 12 12'12 9S 8 6 12 12 9.5 7.5 5 4.5 12 9.5 5.5' 5 4 3 " • 15'-0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - 5' - ,- - - - 12 12 11 9 7.5 5 12 12 53 7 6 4 12 9 b 5 4 - 16'.-0' 12 - - - - - 6 - -.- 12 - - -__-_ - 5 - -_- - - 11,5- - - - - 5 - - - -_6 _- - - 12_72 10.58.5_6.5 _4 12 12 8 6.5 5 3 11.58.5 5.5 4.5 3.5 - i 0 HV BLADE OR 0 HV BLADE W HV WINDOW BLADE WORKING IN UNISON+ •SEE u A11G1S Of USE FOR OIAOE 1)ON SHUT 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR 50U5 WOOD.SOFPI?SHALL BE AS FOLLOW": 3 SUBSTRATE SHALL CONSIST CF THE fOUOWINGI -SOUTHERN PINE Na.2 W/0.0.55(MOS) -1/4'6 TAPPAN ANCHORS,AS MANUFACTURED 6f 1.T.W.OUILOE% W/MINIMUM 040008FLN AS INWCATED AT -DOUGLAS GR W/64050(6.OS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORM W/C=0,43(14,0.S.) EXCEPTION:SEE NOTE 2 RELOW. -SPRUCE PINE PR SOUTH W/0=0.36(9.05.) -MIN.I/O'COX PLYS'000(1986 AEA) 2.ANCHORS TO HOLLOW CEUNG SHALL BE AS PER 600951150 TYPE U.SHEET 17 AND SHALL CONSIST'Of 'LAO SCREWS AS PER NOS 2015 SPECIFICATIONS. ANCHOR'S.ANCHORS SHALL TSEMULLED FOLLOWING ALL OP THE RECOMMENDATIONS AND SPECIFICATIONS OP ME ,0,T,�,p1A°°"",/,.' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) - L141r c� i`A,h1( �� 62017 NLTECO,INC. l4 2017 EASTERN METAL SUPPLY. INC. R ', ;,Itffrs�.��' .BERTHA HVTM .d _ 1 /� �+ �+► /� Accordion.Shutter System. : 1r 1 •(. E !� N c. / r3 �7 J�1■ H.v RACE#1 w/OR W/O RV WNOOW BLADE �, f ' American Shutter Systems REV,-Na DESCRIPRON - DATE ONAw7r:BY: L.C. p. , TILUl TESTING . ENGINEERING COMPANY '"• , r' Aescalation, Inc. 1 OLD 15-085 07/27/17 DATE 07/27/17 \ 679.5 N.W.360,SI..Sb.306.Y,RGIHN GAJR001S,RoR6A 33168 Oo'%+� a 4266 Westroads Drive 2 - 4y l 011001:(305)871-1530.fox:(305)871-1531 DRAWING'NO <'`s ^//•.y5i�'�AHIUP:(•t��r�.{v\1� 1-ma E8-000671g.com West Palm Beach, FL 33407 3 /� =.iyl./'f l ECVV F+Lit WALTER A.T1ULT Jr.P.E. 4' - 1 7-3 V 7 P.E.SEAC/'S1€f4A1'ORE/DATE FLOROA L<. x167 6 ,SHEET _ 6 SS OF 20 1 1 INST4LLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & g HV• BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(I) ONLY SHALL - - f/"WALL FINISH BE LIMITED TO 105.0 psf-. A.S:D: DESIGN- PRESSURE RATING. SEE SHEET 19 FOR MAX. SPAN & 't -.-,/ .1/4"P TAPCON OR A.S.D. DESIGN �PRE_SSURE RATING-FOR INSTALLATION WITH BLADE �& ® WORKING iN UNISON TAPCON WITH ADVANCED (I li i'` fi THREADFORM TECHNOLOGY ..' i /"f I • 1/4`e TAPCON 4R .- V .......--• '``� i/ 1 1/2"Min: PENEIP,ATION ^�,, 111 TAPCON WITH ADVANCED TFIREhOFt7R)d TECHNOLOGY -�--.• +} • OF THREADED AREA.TO ( !"--.>...._,...... II t r-V!f t 1/2'Min.PENETRATION OF THREADED"AREA TO EXISTING (� MIN,$pAt7AiiGN 1 .. ,�-y / , I EXISTING WOOD HEADER. .," IT ' _ WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I 70 qA�'S(SRE 0R ll h' F. (SEE SCHEDULE ON SHEET 15) 1.I. �. / , 11 t kf4"6-20x3ja"S.S.MACHINE SCHEMES ON OBET f 1 1„ \ + I I i 7 18 f�SCREWS W/1/4'-20 NUTS 11 FOR H ACE I SO .. - . /Q?Ll'ttlTl3tta ••t•.•kil 12 0N� 1 ` 1 4, (' © i2`o.C. I CN SLEET 19 FOR I 1.! I o" 1 t / f 1/ t'Mm. - EXISTING F BLADES C>3 A i ;,j I ( t .aaa o CLASS---( II 1r i T f it N :k e1 a �! 4 4�? t !;. r. ,t , NN i tOPIIONRL • I)'1 � " i N,.. r • -:� LJ LJ - WAu 5 ;III �I i EXISTING MIN. .-.A� FINISH f ! ��tn `"-Z..' ti"ln pR/'.'4 1 2"x4'WOOD ♦ �,..-�"EXIsiiNG MIN. 1 SI ti'y 9 HEADER REOUIRED "`L'J0R �` 1 2'x4'WOOD I i I II F HEADER REQUIRED I I ' ,J( j1 jlt,` t,1.1d .-,.:'?:':I ,;�t 11-4-! fa'a TAPC4N 4R TAPCON WITH ADVANCED EXISTING i tA1J.SEPARARCN I I ) ! l . I 0 y1. {] 1 t1, 0 I THREAD RTECHNOLOGY W/1 t j2' 1 1 Min:PENETRATION'OF THREADED AREA TO GLASS-1 TO GASS(SEE MLN.SEPARATION TO GLASS I `I]. �:;' 1 t 1i t (} F w1 EXISTING WOOD HEADER. 7i�1 •EFLIOS SHEET EXISTING (SEE SCHEDULE ON SHEET 11) ( • I' 't i t U (SEE SCHEDULE ON SHEET 15) 3 ON 9-BET 19 EOR GLASS--4 I , ! 1- i t t S-i Irk , 2'x4"CONT.SILL 1 aias 6)&0 , C 1 A .-Z- 1 PLATE REO'O. � CN HV WALL HEADER INSTALLATION ®NV WALL SILL iNSTALLATION lJ HV WALL HEADER INSTALLATION, T___ _._ 14 t I -4-- I I 11 EXISTING --- T MIN SEPARATION TO GLASS I 1 I 'I{ MIN.SEPARATION TO GLASI 1 rl GLASS--: ExtsnNG F—(SEE SCHEDULE ON SHEET II) �1 (SEE SCHEDULE ON SHEET T1)-"'—"I ,{.1 VxFAIN.SEPARATION TO GLASS O EXISTIG ! ' L x2'x4'CONT-+(SEE SCHEDULE ON SHEET 11) S� riI igCIA:iS--I I I -<°.WOOD PLATE L/4"P-20x3f4"S.S. ' I°REO'D. i " '-�1/4"G-2Qx3/a"S.S. i 1 1MACHINE SCREWS 1 fr��.r,T. �" '1/4-E SGREWS'Wf :IT. 1 USING if4"-24 NUTS I'' 1 i 1 f�.�t;Z = WALL 71 '1.,/ t '� 1 4-20 NUTS 0 12" t f 0 12"O.C.---� F}i ,� rms.' / Ii j0C. ( i-i �'_.._• ,_...�.`- /�, \�J IIT 11 1 H° . I s•/ / 11 ", /^ ORI'p' I (I r-ll IIOR 1 8 15�'' f i t t �OR T 4 II, l'..'.',/ `} wa00 PLATE `' qt I �a `I .I I ( LOT.- Ai ! 4�lt�i111Y1I�\4r ' EQ 1 I . 'j REO'D 1 1 1.u1 a L 0�- 1 i Jif" Pi ( 1"Min, 5 I S T; III 4\ iv 1�Nin. �., J r / t 4� 1 1 ),y �10� � 1 I i 1 4 It t 1 t4 11 t•. I I ~ 1/4-0 TAPCON'OR TAPCON WITH ADVANCED ' '.+� l7 ti_.` kt t 1 l 1i III 1. ,1. THREADFORM TECHNOLOGY W�/1 I/2" 1 t t' - 1 t l ` 1 { .I. t 12'x4 CONT in. N 0 / 1 i l SILL PLATE 0p i % EXISTING WOODDHEADE32.ftEADE AREA TO I 1 Il I 1 11 ` L^+ 1/4.0 TAPCON OR TAPCON WITH ADVANCED : 1}_._1r1 '4 I,__ Yf4"O TAPCON OR 1'F 1 REOD 1 V11‘t 1 ( a,l THREADFORM TECHNOLOGY W/ 1 f2' ii 1. t I i�� (SEE.SCHEDULE ON SHEET 18) 1 i S } Min.PENETRATION OF THREADED AREA INTO PLYWOOD �� \\ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL i 11, �] L' TI 1f1,1t T' 1 2"MIN,C . 111/THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. 1,i`_:L_ , i -_.._( WALL FINISH ..k.:..t..._,._,4 (SEE SCHEDULE ON SHEET 15)' EXISTING M+N 2x4` } f { Y i PLYWOOD REOLD, Yt/ I/2 Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE' }L V STUDS W 1BOC MBE THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2'MIN.COX PLYWOOD REO D. RECO.PLYWOOD TO BE WALL nNISH-- (SEE SCHEDULE ON SHEET SS) SUIT ANY ttasTALLAnDr+.- Q HV WALL SILL INSTALLATION EXISTING SIN.2:x4'STUDS 0 5fi"O.C.MAX.REO'O. -ATTACHED TO STUDS IN ' PLYWOOD TO BE.ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2348 4f tHE F.B.C. SECtICN.2308:OF THE ( HV WALL SILT. INSTALLATION i SEC LI NDONS OF USE OF F.E.C. BLADE:IA DN SHEET 19 P FIV WALL- SILL INSTALLATION ,p�0A/1A/,:,�,y, FLORIDA BUILDING.'CODE(Non Nigh Velocity Hurricane Zone; 11TTi4Tl A. /1, 1--, 02017 T1LTECO,INC, SW 2017 EASTERN METAL SUPPLY, INC. ,0,11$A,'.. > BERTHA HVTM ..:� p S S A Accordion Shutter System IILLEG G �yc. ■ ■ * *II ttv. MADE$T w/OR w/o FLY.Htrmaur BLADE d�4 ts American Shutter Systems KV.N DESCRIPTION DATE DRAWN OT: LC. -43; 41-. j� TILLIT TESTING& ENGINEERING COMPANY 1 /3 A or : — I ens N•x.mu,sl.,ste..sGs,visstss GARDENS,YUMA 37166 Association, Inc: , OLD 15-085 •b7fz7/77 DATE: 07/27/17 4I. ,{ -.0. ,I4 Phone I(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING Na �� w P e-oras:cnecooaot.00m West Palm Beach, FL 33407 3 ? c"�n`'., RID !. `t4 ,1 Ea-DODe71s 17-107 ......ES'1 o-... •s\.,4 \ kl WALTER A SLUT Jr.P.E. .. ......-/.>L / FLORIDA LIC.t'44162 5 SHEET P.F•- jY i YR DATE 6 16 OF 20 --INSTALLATION DETAILS—ON- EXISTING WOOD BUILDINGS FOR co HV & IA I-IV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN 1+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEA-DE a ONLY._ ,�WA11 FINISH SHALL BE LIMITED TO 105,0 psf. 'A.S.D, DESIGN PRESSURE ATIN SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON T/4'a TAPCON OR •EQ- EC. 2'MBI. --" / ! +t/ ..--TAPCON WITH ADVANCED 4'X8'(Rin.)EXISTING ""—'r'r-'1,,t / I. N"�,,,�` j�.._1 ( THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. / m.�� __ `� - 1�EOGE OF APPLICABLE) -/' \ If1/41T-20x3/4"S.S. OTRUCI COSTING ADEQUACY i a. W/1 7 2'Min.PENETRATIONOF EX5'RNG AWOODDEQUACY BEAM / / !/it!' l Imo_,—" 3 } r OF THREADED'AREA TO. 1• PHILLIPS TRUSS HEAD TO BE CERTIFIED BY \ ( r l'''\ Jr}� /I EXISTING. WOOD HEADER. rm.. MACHINE SCREWS REGISTERED ENGINEER OR.. 'l."t t , / „_,_ -._ _». _---.•._ '----/'-EXISTING WOOD • I ` ti(SFE SCHEDULE ON SHEET 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EQ ;('—EQ '-r „r TRUSSES OR 1 1-El • -0 12"O.C. SHUTTER INSTALLATION. / ,.// / ! 1/2' ' r-1/2"..,—., RAFTER 0 24' tit O.C.REQUIRED A L .. I if4`P TAPCON OR / - _ _' '"'1OR@ TTT++. EXISTING SOFFIT { ;r +<,sisss Jatas L m._„I, TAPCON WITH ADVANCED ...• I- 3/4'Max.THK. I.f / "'� t 1 C lI'i•\ I 1.L 1 Mao. WF THREADED in.PENS ATION % EO-Qom.-EO--. 814x3/4' gg� EQ ED-' ., t'x4•x1/8•CONT.ALUM.TUBE t,1 •«5 tl!I, ;' apnott L It I EXISTING WOOD HEADER. 9 65 O.C. I 3 ? n (3)S/i 6 u L-16 AGSCREWS TO ,• I I I (SEE SCHEDULE ON SHEET IS) 7GY M1�. O ..-1 11 or,0 or 15 EACH RAFTER OR TRUSS. .?;Y.� 1 or 13 or 1S I II t � I_rx ,� r II MIUWA OTN OFSL%$RNC WOOD -SWING MIN 2'x4" 1 4 Oil MEMBER.(2'Min.NOMINAL EXISTING -1 HEADER REO'D Ift O I i,I�i l7it OPEN HOLE AT EACH it MI MOTH)Wf 2--Mtn. GLASS II MCN.SEPARATION TO GLASS ) ) EXISTING 1 I STUD TO ACCEPT ' I;ill PENETRATION.OF THREADED . (SEE SCHEDULE ON SHEET ITT ( GLASS I- S/16'o LAG SCREW ' AREA VALID FOR �� —`I 1 I §. AT CENTER OF TUBE. I 1 INSTALLATIONS WITH 72p^,T I MN SEPAMUR! I I MAX.A.S,D. DESIGN LOAD AND a HV WALL HEADER INSTALLATION ,t ,0 N DCLASS "O E'J'"'N r s-D MAX.SPAN.THIS CLASS-4 TO tWP,A(SEE INSTAL..ATIDN IS ONLY VALID I e.TOi LoPtt mAV], /.`� //''�y�♦ 11SSE al gar . FOR WOOD W/MIN.SPECIFIC I ON SIAM'19 RIR 0OR 11 ROT BALE IOW! GRAVITY'OF 0.50 AS DOUGLAS tRAD6Q1k� I .SHUT/D R 1 1 ♦ FIR OR SOUTHERN PINE ND.1, I SFE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY QGR QR EQUAL. 2_MOUNTANG SECTIONS CAN BE COMBINED ,THY CEILING INSTALLATION U HV EIL NG IN. • LA • IN ANY WAY TO SUIT ANY INSTALLATION. - - L —.. 2 To MASS(SLE I I (DOR:®♦ I LAIN. 1 MIN.SEPARATION TO GLASS 1 1 WHEELIE O VEIT ( II SEAR ASON A!� (SEE SCHEDULE ON SHEET TT). 't EXISTING S OTO I I{ . TO Guns RI ,,)) � GLASS\ 1 13 .(SEE SCHEDULE EXISTING ( I( .__.-l.'.J \' ON SHEET i}) xa�, CLSS_., i 'I( 1 (. r !I e ALTERNA jjjN�� s 1' I 1 ANCHOR I I V ro G'.'7 . E%STING vtAu ( [! / �N} mast, 1(j' ,1 1/< • O+ 1 LOCATION `. 3 -uy 1...-_'WASN3ER4 HEAD TEK ��5� // 11 it DCK REOUIREO `'�---..�{ C' Max. T f \. SCREWS 0 12"o.c• r (NO fl 2,,,, , f ,.., OR(�. 2'x6"MIN.WOOD .N., \\\IR 'I DECK HEDIARED(NO ,Y,__- „! -- AU-OWED) 7 `,r, `\ 'i..l I FINISH ALLOWED) .----'*'...-- - ."_`-.. ,._EDGE ._.'_' ...... s.t { .I (!:a '� �2 . „...EDGE �...._-- '--- OF .1��---- -EDGE OF DECK rata aaa a as aaa Xi-J EDGE'OF APPLICABLE N -- .-_ } -£O -- ..L. --.. 1.a =,----1._______ - ._- IF APPLICABLE 0 1 I� N IF APP' �..._.-_ .,,,,..�.... - APPLICABLE =•'-^ wT i� } { „• 1 f4'R-20x3/4`S.S. '- -,..._ - .,- I I 't 1/4''e TAPCON OR 1” �HILUPS TRUSS HEAD ^°=7 M! _,�--� I. .,,_ _-'��»�... I t�1i I, 1P II I I TAPCON WITH ADVANCED M'n' MACHINE SCREWS -.. --------=-------- j 1/4-0 TAPCON OR TAPCON WITH'ADVANCED r 2'x4 CONT. l THREADFORM TECHNOLOGY W 1 4 20 NUTS J THREADFORM TECHNOLOGY W/1 1/2"Min. 2'MIN.--- t 'SILL PLATE )i) ." I f 1/4'0 TAPCON OR TAPCON.WITH ADVANCED THREADFORM -• 2"-MIN. PENETRATION OF THREADED 1 REQ D ; i W/ 1 1/2'Min.PENETRATION O 12'O.C. tt I 4F THREADED'AREA TO TECHNOLOGY W/ 1 t/2"Mln.PENETRATION OF THREADED AREA TO EXISTING WOO)HEADER.(SEE - 1. 1 1 IV, h{Il { -POSTING WOOD.HEADER, AREA TO IXfSTfNG WOOD HEADER.(SEE SCHEDULE ON SHEET t5} SCHEDULE ON SHEET I5) (SEE SCHEDULE ON SHEET 15) ♦SEE u •ltRE4�,.$a�F USE FOR X�HY WALK—OVER INSTALLATION V_.HV WALL SILL INSTALLATION Bwili 4 t11C ,8 0 HV FLOOR INSTALLATLON - -- } _ FLORIDA BUILDING CODE(Non Nigh Ve(aciiy Hurricane Zone) A�;4i4�L,.•••"'•..,, l�j"%,,, 02017 TILTECO,INC. C°)2017 EASTERN METAL SUPPLY. INC. �, ' \,teF)y,�:,... v�; BERTHA HV'TM / !IL IE C 0INC. \ ,�►■ ■ ■AM Accordion Shutter System .. ' KK BLADE#1 W/OR'W/0 H.V.VMNDOIN�AUE it T ay� }�,f Am$ric:: Shutter $YSt$EnS REV.No DESti 031E DRAWN BY: L.C. / TICCIT TESTING k ENGINEERING COMPANY GATT, ,ts 'I4�� s+ tars N.W.sari,G Sew 30,HRanv+GARDENS.FLI M s3IDL Association„ Inc, t OLD 15-085 117/27/17 DAIS: 07/27/17 T.1f` ,.. 0114,0N�;'\e.it, Phoria T(SUS)87t-1530.Fax c(,305)871-1531 West GB WPalm stroodsEDriveL 2 DRAWING No '..*.•" .S'ls1© A.L t (L\Ctta1 ° (5-000fi?t& 4 17-1 D7 ~�.. V.' WALTER A TWT Jr.R.E. -SHEET P.E. SEAL/SIGNATURE/DATE FLORFJA Uo.A 44167 a 17 OF 20 END. INSTALLATIONS 0 HV BLADE OR. 1- WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2-..-NOT.1000 STUDS RECTO roe UN.0000 T4MVOS POOR, 2- '....N. n1111MMISIMEM v,..TAm. MillIMISINIMEINK 'AT.L (AS'VD MI- .4 S / AMNON 0 6'0.C. ININMEMMISIOSA 1.'1 74‘ '' Alt CA,.0;66-4,0 z ‘ / \ / PENETRATOR IMO 'ft 10414 :4 1,2 PET RON 1 ‘ ' 0 110201 'T0 -1 , DOS11510 GLASS--.\ c.F.1 EXXSTIAG CLASS k. -ammo cuss' oe• * EX511143 CLASS % -..,- ‘,... T --;' ...3;4.0•0\ ii; '- ',: WA i''‘ V'.4f..;!..F??. so — --f 1 ..,.,----.. ...2-1''''=.-..r.---.•- I - la CiASS(SEC PAK SIATJOION 31.1. .-.,..r`i A01. IOU TO CAAM(TOE :":014:::-. TRa:t.'111 ,ZZ1`.!: -a Cigg, .k"3.74...S*-'413,Ws;:"/. SIMMS IN Ez'r TO 12,35(M 1/2"TAIL COX SCHEDULE 01207 -i• 11 FOR WOE MA* a.".,:l'at.W5S171....35*...VN".3, SOMME MI WET /1130000, 40%,/•-T,C.1`.. ...., ..., , OTNERAZ OF SICET 11 FOR aACE OMIT , (6:43.%)VCONT. 1 Trott-C.' vr/41I.COX Tw2g4,2 6. ; , ,.....0,,,,,, ' 104 NOT IS FOR IA. ,1/7.`_1"e* II FOR SAX ONO ' ON 95'XI TO FOR Cli SKIT 14 FOR .. ALM CLOSER 00.1.._./ , . ETAISTS Ode S ' PLATT.(LOWE 1/2101 cos** I ITTAIZST&10 :: .....0.9 1 ,t TIM T: AT EVER SITE MN .: ; I " ('pum O2®) I •use l'oR 2.lax ‘53'T ...--...' -7---*"- 401,5 #1051/r S.156 C:".. ...---....-- _-',.--' j 05 ofsact9F4105,2T 411111 *1'" trdi.s'"s ILA I . . ( OHO Au005100 7 Me. i ®J NZ& I (0 floa1/2"SAKS ToMa I (t-,11.-—-7- (vv.,Yon0.A s a Y -PI . i 0 a'l rah, , : 0,-,,, .- 6,4e f ! ,OR tir I . SEE DEW.X F.: 0 i WOE CONNECTION i ‘ SEE DETAL X FOR .1,OR Er TO TRACKS SEF ONo.X FOR /P43,4.3.)'0;11040'0)* 00014'(2).(e.0.0 1:4)- CO / SIDE NTIECTION 10 MINS #43.0-01.0.1§'0'. 151100•0 4.3. 11T4C1'`. SOT C "..t.9- ONNECTION 10 TRACKS 0.6-43-@-0•6)- (:),®•a—o•cv•co- to•ei-to-43-g-1.4-_1" os•a-crt•o••@•ey- ci•o•O-00.0-60- q..1-0)•In-C.9•0•0- a•g-€.4.6-®•6- 6-€0•0•43.C)-6- 40•0•049•0•0- 13-0-0•@- -43- 0•10-0•13-@•@ 0.6t-@•0-@•@ 4?4•43-(3•13-®•@- 0.0-0•0-1.4.@ 01-eC4-@•@-&0 END CONNECTION DETAIL,(7..) END CONNECTION DETAIL* END CONNECTION DETAIL® END CONNECTION DETAIL lI oasnw, is mum 0551 FOR SPANS GREATER IVA 12T-0-! /-41ASS 2So0/5H. '13' VAST WWI ANCHORS we.TAPCON ANCHORS\11051/2"S.U.S. TWOS F0330 F ,,wr,,,,,,,. 010 0.C. 1; FOOTFRATION 0 IE O.C. KNETRAI1ON 0 Ir.o.c. H-5-041j,,PAtti 10511.0 CLASS---., -1- 1/2'WC TO CIA..(SCE SOISIXXE CN SMUT 4 4 • SEE LIMITATIONS OF USE FOR seN.000,031012 1111121MEIMIIIIMISIE 1116111WilMIMINIA .., It rut tonc ONG , • BLADE 8.ON SHEET 19 TO NA%(03' SOGMILf.PI SKI,; — r> .1 7,,_.7;7... L_____ ....: co cRocAocp CV 9.4ta IS FOR LIACeT CO le 1 117A 111111111611. ,!---j . ,---- ffi. --- ono.,0),,R0 , • 11.111.11111.b. ®CR Adia• 0 Likka ,....•*.""-r—,... "---,...-.;:, 1 1:,cpt tOviClok , MEN e.Li,t*,'S'S1.-1.1ri...V?",;M•76,3: . (gio0oR&A(.3 VIEW Y 0..6..ID-0-0•63.0* \--.1.1.rm. 2w..1,Imo wm. 0.4.4::).0.0.03,0°. 01105 0000 (INSDI '-'61'11P^8-0.4")/.0- PLAN! 0•®•tit-ID•O•CP. IMI.0.0.0.&0- LP(0..0.CO-®.Ct- eI•CP.0.0...@.@! . DETAIL )(- END CONNECTION DETAIL 0' END CONNECTION DETAIL(9 .. .__ _ . .Ot'0A0t,i0k,A70: - FLORIDA.BUILDING CODE( on High Velocity Hurricane Zone) 02017'MEMO.INC. 8025(7 EASTERN METAL SUPPLY. INC. k4 ...... ...,. .. ..' \NC ENSi\''p'•-; BERTHA HVTM , .. • , t Accordion Shutter System N.S.S.AN HY. BLAE p W,/CR W/0 HAL WitriOW BLADE A / IILIECO \ INC. ,,,_ . American Shutter Systems 6, : J.,- ' MUT TESTING & ENGINEERING COMPANY UV.Na DESCRIPTION DATE DRAWN BY: E.Q. 'tt,75% • - " Association, Inc. I .. OLD 15-085 07/27/17 DATE, 07/27/17 :4t. ,. 6355 N.W.36th.St.Sta.305,SIMMS CAMEOS./LOMA 33ISC % ".0 °RION••••'.44/.,41 1' 3.719,+!.,(305)871-1530.F•30:(305)871-1531 4268 Westroads ertve —DRAWING No -... J.., •. .,‘ . e...TyloOt 1.1l0000ooLoom E8-0006719 West Palm Beach, FL 33407 -r- 17-107 ' WALTER A.TILUT Jr.P.C. 4 s FLORLDA Lie.0,44167 SHEET RE. SEAL/SIGNATURE/DATE 6 18 OP 20 _ __ -0•04i3b x"'81 •MURAL UMITAT1ONS AND CONDRIONS OF USE FOR BERTHA ID HIL BLADE ACCORDION SHLOTFR WORKING IN ©I' .( y o. (�}� UNISON_WITH FP/WINDOW BLADF - C> ® / IY `j Y 1.MAD.AS,D.DESIGN PRESSURE-RATING:+110,- 110 p,+.r. - . ,. .-- -1'.- i __ _.- ., _ •_ 2.LAXSHU TER SPAN;95' --.T , I 3,ALLOWED MOUNTINGS:A,D.G&H ON SHEETS 6,7:AS WELL:AS 3, MWHnNGS'u.0,T,U&WON SHEETS 16®& 17. ONLY G PMATES�2 j� (BOR POSINGRIA�UT.P4ARE CASEOF OLOWED PPOSING S _�i�1) SYMT7ElWCAL C" n G%D'VJ ...)0,‘�%� i. '.I YDUT, 5•uUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF X16,,,'1� ,/�, �/�i n GEMERN �• END /J�$ I� \ �1 '( 1 . ! / 1 (5.3(A) L WIDOW BLADE BADE ONLYALLOW A ON SEE 5 OPENINGS j�•'YL �V4.yL0 0 \1+Lt (3'0 HDIES).FOR Q PER BIS AT SPACINGS. SHOWN ON SHEET 4. / EP J MAX S'-WTNOOWS A 4 ( , '/ Y / . �) 0 0 0 0 (R)MIN. '0 HOLE FOR TOP OR BOTTOM EDGE OF M'WINDOW BLADE T© 7,1 ,`11sat 1�A.1'1h 0 `IYil1�, VZII OF ANY 3'o HO{F FOR�SHALL BE 12'. mAx.ALLOED AT w WINDOW BLADE© q (C)FIRST OR.IAA BLADE COMING OUT_FROM STARTERS AT ENDS MAY BE HV F Q X11 ` I WINDOW ON OE 1 t � ^ N ,0 $ (1 + 4 (D)TN WINDOW BLADE OMUST BE USED ALTERNATE TO A SOLID My BLADE`J , � 11ff ••\ THROUGHOUT SHUTTER'S M70TH. c '.0 /f'S ' (E)CE AT ESHALL ALWAYS BE INSTALLED ADJACENT 7O A SOLD HV ,'(�'ry), ^t6 iw Z r� 0I ,L0, t (E) EKER EITHER SIDE OF THEM, SEE END f. 1$ (F)POLYCARBONATE HJ WINDOW/(i)SHALL BE INSTALLED SO TABS FACE CONNECTION ,++ 't+T 0 1+T 0 P THE"RIN TIORALL OF THE OCKEING BEING PROTECTED. T WINDOW MUST S 0 ,10 0 i'y12 0 0' ,'0 • ,' ONLY INSTALLED AND LOCKED USING A M/SETTMG TOOL PROVIDED BY A554 DETAILS ON SHEETS � � i INC• 10& IB TYP. (I'' jIB. FULL HEIGHT.— 1 �;} \ fR 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 3 ' O Bao BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES TYP TYP —`�"J $'g� , &2 ABOVE). - . - Y 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS WTO POURED C... r IIB r L. I J SPAN ETEAND OR IG CONCRETE BLOCK WALL ON SHEETS ABOV 12 a 13 AS UNITED BY ISPAN AND 06 GN LOAD(SEE NOTES &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE.-PER ASTM E-1996: �^�sF.F.PIAN FOR REQUIREMENTS) W / ^ D H"- a �, TOP&BDROM _` l.� pp,Al`� s J7 WIND SONE MINIMUM SEPARATION TO GLASS UNUNITED WIDTH —� 1 TNRU 3 1' ELEVATION HAL SEPARATON To cuts — — EXISTING G5 i5S -(SEE SOIEDULE CN sum IT Fro BLA E 1)) 4 6.23^ 1 --- PTA CTI TLS SHEET TCR BALES©& A ` AL1AND W/ oOR S(SEENNOTEAT ABOVE) WI ��A1ERIOR ONLYt pr® '\\ \ \ ' \ , �\ I �^ C.AV/ >1 / l / / - / / /i— —27CSEE N 0 / p, SYMM RICAI CENTERMATES 21'��z>..„, __/�"'-"---_- / i soc 1 18-1 \S W/(2 OR 5 AND - I y�} • J W/0 -(S NOTE 4 ABOVE) .� PLAN \•\ 0:40 �/ TYPICAL ) HV BLADE WQRKING IN UNISON WITH HV WINDOW BLADE (119 SHUTTER* — A FLORIDA BUILDING-CODE(NonHighVeiocity Hurricane ne Zone; / _ . . ' ••'. 02017 nLTEco.INC. ®2017 EASTERN METAL SL INC. ,1. .V•'. L1$CL,,,. '•. BERTHA HV,My +* / IILIECD �N�.� A S S A Accordion Shutter System Fv. BLADE#1 w/DR w/o RV.WINDOW BLADE 1..'0% Q; TILUT TESTING &.ENGINEERING COMPANY American Shutter Systems REY.No DESLRIPIIDN DATE DRAWN BY: L6. 43......8. , !y , Association, .Inc. I .OLD 15—DOS 07/27/17 DATE: 07/27/17 1 (?4,,,.....,..,4-1 6333 R.W.361(.55 Sl 3 0 NRLo,A GARDENS..FLOFO4 33166 a - OIlly••,,‘,W,41'�' Phone:(305)671 1530.To,:(305)671-1531 4268 Westroads Drive 2 DRAWING No 4%....(45.6.; , c mol.6RecoOROLeorn West Palm Beach, FL 33407 3 - ,ONAL�'. EB-0006719 17-1 07 �•� 1, WALTER A SUIT Jr.P.C. P.E. SEAL/SIGNATURE/DATE �oROA 44167 a SHEET OF 20 44 �- - - ; INSTALLATIONS W/. HV BLADE & HV CENTERMATES -,2.000"Ma..;- .Mx i 1 2'x 0.035•THICK in.ASTM A-653 GRADE 40 M'n• --2 VARIES I o Min.G-60 GAty.STEEL 1 >k p -:O83' 5:]:: ---------1 C Stu.METAL STUDS.Al16'0.C,... El •:� /_ . INTO METAL STUD WALLS yo 1 o Q. a l„R,urr r,Y,aaru„"r,,u: _1/2 0 6 0.T. 7s * a 1/4"0 NQMINAL Fz►t* wl W '• E--� -3a GENERAL LIMIT 71QNS AND CONDITIONS OF USE ALUMINUM SLEEVE /"— ) 12 p� FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY t 3/4.6 v+=o.03s" HCK LRn. /OP _ .� 'H. Wi 2 ,� SYSTEM INSTALLATION TO METAL STUD WALLS .ISTM QALY.STEEL TRACK CH5 60 6 6'0.C, 0 6"O.C.^, 53 ASTM A-653 GRATE 40 M.A.c-Go ° ) 1 SEPARATION TO GLASS SCHEDULE „ ___..-3�ooG`_•,_, W/(2)#R 1/2"NF_DTEX To SCREWS O 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf} GA AN ED FAS TED 10 SIM ON EXISTING FINISH (9-/ { H p z INTERIOR&EXTERIOR TACE AS APPLICABLE S 4' y N 2. MAX. SHUTTER SPAN: 84" WIND ZONE 'uuru,nu.ruuurranroa- MINIMUM # MIN.SEPARATION SEPARATION 43<LENGTH+ 1' EXISTING GLASS-4 1G GLASS 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1596 TO GLASS CO 1 4"t�—,20X3" BOLT 4--.-(SEE.SCHEDULE) s I / ) �� 4. GTH EARRANGE 21 A 24 T LOCK ARE ALLOWED 1 THRU 3 1" / I WITH 21 ARRANGED A S MEFRICAL LAYOUT, MUST PENETRATE 3c S" I D USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4•.6 1/4•:0.036'TRICK Mini EXISTING FINISH 0 INCLUDED AT�XTERIOR OR INTERIOR ACCESS SIDE OF 1,373"-1[Cool,GALV.STEEL TRACK CHANNEL, AS APPUCABLE I - CENTERMATE, ..1 .250'- r- .050' .. ASTM 5-653 GRADE 40 Mtn.5—GO I 1 6 6110ZEO FASTENER TO STUDS _ .�. .-_I rI•I •R1W/(2)1601/2'TEK SCREWS ON •,jNTERtOR&EXTERIOR FACE ,n g, / o s oc o 6'O.C.ocIIII N 1 4'm-20 THREADS • i' • a a _,}_,_J�A~ ** BLADE SLACK DETAIL HVF IS ALSO VALID'FOR 43. 1l4"0 ELCO CONSTRUCTION $ __ 1/2' CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAR-LOK HD i--f r,r snrr____7,r ru5--1 1 ,6•. I 1/2':0035•THICK :i 6ARIES.'n /loin.ASTM A-653 GRADE 40 . ....2-.:Tian--1 ® 6" �'C. LI A /1 COMPONENTS Min.G-60 GN.V.STEEL 1' :':-...•• ... 1 MS WALL HEADER/SILL INSTALLATION —EXISTING.FINISH AS APPLICABLE SCALE: 3/6'= I" METAL STUDS AT 18"me. Min. =' L `�' - ( (TTP.TOP&BOTTOM) f ✓' v^ r I._- _- I T I .TIS -- - _i } --7 a- 1 eK Min. CON/T4Rx 6 GALV.1 STEF,L TRACK CHANNEL. dkb • 41:0 dako 7 EXISTING GLASS Iy ` - 1 ASTM A-653 GRADE 40 MK 0-60 GALVANIZED-FASTENED'TO STUDS. ISI ' SYlvttviETRYCAI I 1 ` SYMMETRYCAL 1 1 ,1 .W/(2)@6■T/2•TEK SCREWS ON 1 1 E i I I MIN.SEPARATION VARIES 1 INTERIOR&EXTERIOR FACE �� ; CENTERMATES W/ ` I CENTERMATE�, W/ I To GLASS 2' _I , '.;•"I''...' ; ;s:-?; I I •L I (SEE SCHEDULE) Mox. ' t 1 (...EXTERIOR ACCESS SIDE _ { INTERIOR ACCESS SIDE I I 6'(TIP.) 1 .�'T1 AA -IN 10(6"Min.) I 0 „, -q -. 49 _- :______ ),4 - __.- ..,..� _ _., - /+"'�� _'—_' c� i IA• LJ _\ -"4--� `fiV 1 \ ® / / 2 Z hi �. Ala LOCATED A7 )2 H EADER/SILL R70 VIEW Y �J 1. ++Fj ~ e(6"Min.) T i 24 - I SIDE CONNECTION TO TRACK u 3 1/<'1 P•) -6.1/2'(TVP,)•-.— 7._, (--.•.•--_ 7• 6 l/2'MAX.SLACK **...--•---! (Cont,) HVA HVR 'BLADE SLACK DETAIL HVF HVCZone) • it:.wA�Wn,�� FLORIDA BUILDING CODE(Non High Velocity Hurricane d) Q1 N.�"j r'r'r 02017 TILTECO,INC. L02017 EASTERN METAL SUPPLY. INC. ,1,I,.. S- t TJ BERTHA HVTM �„`� F r :-��= ASS► A s I 1 L I E C O INC, ` A.S.S.A.■ ■ ■ Accordion Shutter System H.Y.BLADE;1 W/OR•W/O'H.V.WdtpON BADE •y+� j/ ,"1, * ; TICCIT TESTING & ENGINEERING COMPANY Association, Shutter Systems REV,Ry DESCRIPTION DATE DRAWN 6r• L.C. ` 6355 RLN:34Th.$L,Ste- 5140655.FLORW 13160 ASSoalatlon, Inc. , CLD is-Das DUzr/Ti DATE: a7/z7/tt ° MI � 5 Phone:(395)871-13C5'3%0‘'.87:::(305j87t-7537 4268 Westroads Drive 2 . F lr✓ ,,5' a-m a:16=5; 1,com West Palm Beach, FL 33407 3 DRAWING7No. .coR�o�:'`� ,4 R,1,lI08719 1 I ��V7 1��q�- •c•y WALTER A.NUR Jr.P.C. j P.E. SERLAIIC1Ef DATE n��Lia 44187 s SHEET .. 6 20 OF 20