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Florida Building Code Online Page 1 of') t SCIS Home ! Log In i User Registration Hot Topics ; Submit Surcharge Stats&Facts Publications t FBC Stall SCIS Site Map i Links Search . Oro Product Approval USER:Public User Product Aoorovai Menu>Product or Anolicajion aearch>Aoolication List>Application Detail FL# FL389-R9 FSTAUcie ECEIVED Application Type Revision Code Version 2017 Application Status Approved R 0 8 1919 Comments County, Permitting Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 bfeel209-8263 bfeeley@eastern meta i.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. V Validation Checklist-Hardcopy.Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INCDRAWING 17-1 n7 CERTIFICATE OF INDEPENDENCE PDF FL389,R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17 106 CERTIFICATION OF INDEPENDENCE(1)PDF FS 359 R9 MI AMERICAN SHUTTER SYSTEMS DRA IVit NG 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) ,Standard YkaL ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuildinp,.orp-/or/Dr ann dtl.asnx?naram=wC'7FVXnwtDnvVV14N'?vlAnr5 1/ROW A Florida Building Code Online -.Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 SummarV of Products FL# Model,Number or Name Description 389.t Bertha HV Accordion Shutter- Extruded aluminum interlocking`blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 `Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R4 AF AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASP load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and W-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max,span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASO pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks i Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC Approved for use outside HVHZ:Yes INC, DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF_ Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HVIA working in unison.See sheets 7,11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 1106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 IT AMERICAN SHUTTER SYSTEMS ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,2S and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Neuf Contact us:;2601 Blair Stone Road,Tallahassee FL 32399 Phone,850-487-1824 The State of Florida is an AA/EE-7 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 4SS.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please clickbgrL. Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 RECEIVED NEAR 0 8 119 GENERAL NOTES: ST, Lucie County, Ppr1l)juing 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(p.E.O.}HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2Ot7 6ttk-£DiTWN)-BF-aTiE-FLORIDA-"-"`" BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT H04 VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE OETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE QE CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM'(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU 15, N9& 20. IN ORDER TO VERIFY THE ABOVE CONOMN,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL 8E FIRST REDUCED TO&S.D.DESIGN WIND LOADS AREA 1: HV BLADES & 6A BY MULTIPLYING THEM BY 0.0 IN ORDERTO COMPARE THESE W/MAX.(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THFtU 15, 19&20. GENERAL NOTES SHEET i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.•AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS NOT USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEWAGY FOR WAND 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 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE D 10214.01-03, 10715.01-03,11004.01-05,/7214.01-05.#0317.02-06.#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 'f• HV BLME!j AND HV WINDOW BLADE 0 AND E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1,2&3)& 11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE AP,PLMBLE) -HV WINDOW BLADE 0 10505.01-08 AS PER ASTM E-ISS6 AND E-1996(MISSILE LEVEL C,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL.SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2. W BLADE(1 AND MY WINDOW BLADE (9 ARE ENGINEERED TO WORK IN,UNISON WITH EACH OTHER UNDER THE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHULL BE 114x2.75'AND 174,11,76'RESPECTIVELY,410140 MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k41 YIELD STRENGTH AND 180 k,N TENSRE STRENGTH. PINS SHALL BE CITED WITH BERTHA HV DACROSWELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEN7ERMATE ALTERNATING DETAILS HV SHEEP 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION OIETAJLS 1-8,CONCRETE/BLOCK SHEET LQ 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 AMOY IS 30.0 kit AND 35.7 k i FOR B MAXIMUM SPAN TABLES SHEET it 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BC STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kill MIN.YIELD STRENGTH AND 90 ksN 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 NSI 304 OR 316 SERIES STAINLESS STEEL W17H 35 kel MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE Q: 12.13,4,15 AND 20 INSTALLATION DETAILS M-R,WOW SHEET 16 INSTALLATION DETAILS S-%,WOW SHEET 17 HV BLADE(D&&+ WORKING IN UNISON: 12, 13& IS END CONNECTION DETAILS 7-12 At X.W000 SHEET 18 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779.582.COMPONENTS Of THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY.DING. AREA 3; t{TJ wiNQQly IRADE ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO 04SLIRE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAN'NTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 IO.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:OURJNC PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD A 4,, WINDOW BLADE C1�QClL,X CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LACKS. 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 BURRING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STLO 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 URAVING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE . PERMIT IS APPLIED TO. 13. (o) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR. A SHE SPECIFIC PROJECT;L..WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE•FOR THE SELECTION. PURCNASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON 71-nP.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA1' (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS- ' ((d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER Of RECORD(CO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING ASA DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LA71ER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (o}OWGINAI P.E.O.SHAIL BEAR THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGNEER OF RECORD THAT PREPARED IT. FAAdAAnq�.� FLORIDA BUILDING CODE Non High Vejocity Hurricone Zone LILT /.''"y 02017 TILIECO,INC. 2017 EASTERN NEIN.SUPPLY.INC. BERTHA HVIM ' Accordion Shutter System 1!LCQE E Ku BLADE g1 w/LST w/o KV.WNDGw RADE American Shutter Systems qtV.K. oESGBIPn K DATE ORION BY. LG TILhIT TESTING & £NGNNEERING COMPANY i Assoclotlon, Inc. i OLD 15-CBs 7/27/7 OATS: 07/27/17 3a 3L,M..303.WBIHG!GAbTHs,ran"3316 t PM�t:{3os}e7lesss6006f»:(305)e71-Li31 t Pol W Beech, Drive 2 DRAWING No �` . .-moi:ml006719.eom West PDIm Beo4 h, FL 33447 s 17-107 ANAL 'WALTER A.TILT'J.P.E. 4 P.E. $1~AktSi URE DATE FLORIDA Lk.1 44167 8 SHIIET OF 20 ' •d',IDR XrtpCM 8 o V �t.@i • sA � Moa. 7.2 .09 — �• 1 4 4 4.38 857' 5• _.....-- • Y�• �>• 4.999- STARTER r =375•/ 05�HV UNIVERSAL FLOATER QUAUFI R USE W/ RED UNDER US ENT 5458174 0 E i flUALIFIED FOR U W HV BV DE • {4 • —S ALLOY TEMPER 0 WIFIED FO&,03E W HV 6063—T6 ALLOY AND TEMPER •SEE LIMITATIONS OF USE OF BLADE®ON SHEET i9 E 1 6063—T6 ALLOY AND TEMPER 26' s.5 60 ALLOY A TEMPER ,124• 0�1 —�• r 7 -------2.67 .7i 5' ` �•� .994• 670' 26' °' 72 842 g 4§27. 1 o1D,t 2.092- 4.436' 2' C7)KV AM ADAPTER W/UP I 'A3B ,2• f R y1,375 0.07' s 7- QUALIFIED FOR USE W/ HV 92D- BLADE t �a 1>iv w -aVER rRAcx O QUALIFIED FOR USE W/HV C11iV TRENCH TRACK --1 ss' J7W 6063—Tfi ALLOY AND FEMPER BLADE(y} QUALIFIED FOR USE W/ HV � QUALIFIED FO E W/ HV 6063—T6 411 GY A TEMPER BLADE(it ONLY. L" HV RAS(-GiIARD 6063—T6 DE 18 TEMPER �+ IES 6063—T6 ALLOY AND TEMPER QUALIFIED FLOARR DE IJ E W/ HV 1' 1.915• XI r VARIES s-930' 6063—T6 ALLOY A;1X)D TEMPER Mar. e l _ _ 1.917' gT!� —i OBS' 063' BOOS" 3• .093' c� .125• I I m� '�• _.100 _._.� rn ,671 70 60, 1; 5A Y c, 6T 1.686' ; a 9• 670 3524•__,__i .870 CIS HD HD CEILING HEADERISIL UfIE W/ HV BLADE(+ONLY, QUAtI F'1 TONLY `` 6063-T6 ALIO AND TEMPr4� QUALIFIED FOR USE W/ HV BLADE �I HD_. LL HEADER/SILL. SEE SECTIONS FOR VALIDITY:- SEE SECTIONS FOR VALIDITY. QUALIFIED FO]iUSE W HV 0063-T6 ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER BLADE t ONLY. 6063—T6 ALLOY AND TEMPER i • _ COMPONENT A D T�S2. X Y t 2' 2' 0.125' . ,' 1' .062• + 2• 5-MAX.: 1/8- 1/8 I J• 3' 10.090' .J_ 5-MAX. 0.192' 0.192• X :t6 �JpE ANGLES U INUM ANGLES ' 0' COR NER POSTS 14 t 2.5• T•MAX.'0.190' 0-190' QUALIFIED FOR USE W/ HV ALUMINUM I �ALIFIED FOR USE W/ HV BLADE(11 QUALIFIED FOIL USE W/ HV BLADE(1-,+ 6063-T6 ALLOY AND TEMPER • BLADE t,_t,ONLY. i 2' 5'mu.10.139.10.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FIOItIDA BUILDING CODE Non High Velocity Hurricane I ne .•� 0 2017 EASTERN MEUL SUPPLY, INC. VIP' �"(i, • *r4l i 02017 11LTEC0,INC. Lia ,• 'C/T"•z BERTHA TM Accordion Shutter System 1 L E C Q INC.' A■ ■ ■A■ ttv BLADE#1 W/OR W/O KV W=N MAX y !Al,!+ * ' TILLIT TES71HO & ENGINEERING COMPANY American Shutter Syelems �,, oE6CRtPti99 9ATt oRAWN Or. t.c. 1sociation, Inc. , txa 1s-oas - 7 27/s w1E: 5/1 11 OF 6351 KW-um.St,Ste-M.VACN WMINS,ttmzA 3316 - -- p° Pnoae:(101)671-1530.Foe:(305)871-1531 4268 Westroods Drive 2 DRAWING No +P�r3•. �RI�p L55 o-maa:URec000a.cem West Palm Beoch, FL 33407 3 17-107 �.VS�•'„.......♦•=r\� it WADER a00nuii J,PA. • - 5� 'E' rLOROA tic.1 44167 5 SHEET P.E:3f/A JDirt E'/DATE e 2 OF 20 5.640' 9' 4-20.1 1/4-20 -DE CAST 4.576• .2 — i f q 7 HEAD THRIAND ' HdULt:O E7JrYfl i/1'-20-+ 1 s.S.U.S. BTA[D PA'NICd 93" .745' i ,HFTADED rOK GST o O ; (2,YP.) o •—1 HOU5f:6 E7UMEL 0. BI— L PAa1SFD q .� CRkTORN • �6' 1 .062' O � ' mi r 21.._ _. � . 1j.325' �&K55 (CHROR �BM55 4'riwOCR -qsa' 1 _. �8 4 4,RgA `• 1 n 91, + . P"IT;t+ ovt (aRauE�uTrO) LA 21 2 s. 1.325 - - � �1LLQCrl� HV EG SS LOCK BY FLOATING LIFTED FOR USE BLADE U ONLY 6 3 - :.875: £QUALIFIED OR SE W/ FIV QUAUFfED�OR USE W/ HV ALLOY AND TEMPER QUAIED FOR USE W f HV BLADE t & A ONLY Q & ONLY. HCAOE(i,?& ONLY. 6063-T6 ALLOY AND TEMPE 'U HV HV CORNER CENTERT.�. T Q ALIFIED FOR USE W/ BLADE f I ONLY 250'0a. gyg_ Sia- 4' 6063-16 ALLOY ANO TEMPER PLASTIC HEAL) 1.7 w I 2'• 4,045' '7J2 MOLOE To REIN • - t i 7' 1753, ' 7 •�4 ! I p I • n I:360'AFTER RIVETING tgly I I ' BEFORE RIVETING a. tf4" -20 x /4"4 " Xj�� n S. THUItBSCREW 1J4 0-20 REVNU im *SERIES 9444 ALUURUU(2024-13 ALLOY)LARCEURCO FLAXCL THIN r 2J50 1 2.J3?' - t TL SHEET NUISERT,PART/0420•AS JERSEY 0705 9Y AEOW r /^ » " 4.560' CHERRY TWORN,PARSiPPENY.NEW JERSEY 07054 OR EQUAL. PLAN FRONT Emma " " HV "T" JOCK 0 HV ALTERNATIVE LOCK • t nCttPR FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE t ONLY HV FEMALE 7 LOCK GENTERMATE r.7 QUALIFIED FOR USE QUALIFIED FOR USE Wj HV QUALIFIED FOR USE Wj HV HLAOE�lONIY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADEfi�ONLY W/HV'BLADE ONLY. BLADE)ONLY. 6063-176 ALLOY AND TEMPO 6063-46 ALLOY AND TEMPER 7 3.161 E•-"" 1.9i » » — 0 B ^w..J�•l -THWASTURN DER OR .063 .062' • W 4 6$ t'ICYLINDER .214' ,2T4' 1 n _N p.975'N?n. • ��TTTy m; o ,•-,� o .4p n ' Qom n i .125'Mgt. `3t o ._ �.r QUALIFIED FOR USE W/ HV BL.ADE.1 do A, QUALIFIED FOR USE Y// HV BLADE t,& 1 F - 6063-T6 ALLOY AND TEMPER Hp CENTERMATE S INSERT 6063-T6 ALLOY AND TEMPER � QUALIFIED FOR USE W� RV HLAAE(1'&+fA- tOUALIFIED .-20 S.S.OR 3/6Y-16 1.1 6063?6 ALLOY N TINNBTURN X1/2• _I 1 , DoOR KEY EE OLTALS _ N;nI CYLINDER I t.-.. _..�.�0 LOCKING ROD �' CA).HD LOCK 4 ,i 375'0 FOR USE W/ HV BLADE'1 s /8"0-1 t3 ACETAL . •'� liY 1/4" .9-20 A1SI _304 BY RECENT HAROWARE L40911SE LOCKS SERIES 2333 NOOK eCLT LOCK.3-T6 ALLOY AND TEMPER �/ S5 7HUl�t@SCREWS QUALIFIED FOR USE W/ HVBLADE,1,&TION WILL REQUIRE.-A 7/1 LE THUMBSCREWSQUALIFIED FOR USE Wj Hv H(ApEl, l° :TILL-WA47PEfi FOMENT QUAUFIEO FOR _-Hy BLADE 01 FLORIDA BUILDING CODE(Ron Nigh Velocity HUrricane Zone' LT,1�'��Fi A T/ TRTCCO.INC. 02017 EASTERN METAL SLIMLY.INC. T1010P�'w•�CEIU'�C/q�9 1 /VE BERTHA H'VTN C O r cAwS■S■Aw LivAccordion Shutter System � . BLADE fit w/OR W/o Liv.Wraav EL.Ac>< T1LL4T IE TING & ENGINEERING COMPANY American Shutter Systems EY.N DESCRIPTION DATE DRAWN BY: L.C. _— w s 6)55 M.w.760.St.,Sb.703•PFCRHA CMOEkS,nCFOA 331E Association, Inc. i Oto 15•085 - 7J2JJi GATE: 07/27/17 STATE OF 4268 Weitroods Drive 2 PMn.: 3 571-1530.F6.:(305)971-1531 DRAWING No ORIU. � .3:O000606a.com Wpst Pofm Beach, FL 33407 �. .t•E••..p.,c T•..• `A ya E9-OOD6Ji9 4 17-107 .uVIT •••••tt� EEtL aKaRRiM Lie L!44167 5 SHEET P.E. §€A[� �NA R t�DATE 6 — -- — 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR dt -� 12' N. L HV BLADE 1 "� 2 ? TO RUDE T P _ _ .0625• TA' .ta75•Lt 0 HV BLADE IA j \I ? I Nv W N w BLADE 0625' uc .0625 .0625^ 1 t HV LONG RECESSED NYLON BUSHING Y ti BLADE^s— y OpEN� 1875' Y —'•1z n 1 KNUCKLE .0625" 30 HV SHORT RECESSED NYLON BUSHING 39 N W} . (Trp ) 0.06 HV NYLON HAT WASHER QOR (D $N$ ? I FIAT 9 t3noR , RI.7 /� s 50' . J HV WHEEL CARRIAGE AISI 302-303 SERIES � I `'' q• ' � I ; I �/`'e2.0750` X0.870"x3/16"THICK NYLON WHEEL. { @J ` 2 r/a MiM.� Nv WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 315'o LEAK . ir SEPARATION? 0S. 4� HV 1 3/4' ACCORDION PIN W/ B8 HEAD * EXTERldR --1 BETWEEN tinEi 0625• 0625 3.7500' �lVllt S 3/4- + HV 2 3/4' ACCORDION PIN W/ #8 HEAD * 41 X47 •� X47$` 4PENRtOS ON c ERs - 75W. '' 2-1/4 .IlEYa1t0Y ® POLYCAR80NATE IMPACT RESISTANT HV WINDOW t- i - ? ?' OfiwEREN 1TYPICALAN _ 'POLY-CARBONATE HV WINDOW EMIL @—, AOR ® C or @ (SEE NOTE FO fi I ? OR EOUIREMENlS , POLYCARBONATE IMPA T RESISTANT HV WINDOW 1 I ? BAYER MAXROLON 3103 POLYCARBONATE —"- i 12'Mea.etwu ice. RESINS, UV-STABIUZEO GRADE OR SABIC * c I - I Ta BLADE eo V INNOVATIVE PLASTIC LEXAN 103 RESIN ` 4a FH Q ORE£ NOTE "F"ON SHEET T9). (1) HV PIN SHALL ALWAYS BE USED AT ALL N'' EXTERIOR ` 3®J � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR ? I POLYCARBONATE SOURCES FOR jq HVBLADE' TYPICAL SHUTTER ASSEMBLY EXTERIOR Ap"ZIe a ALT '(j"f.$. TT rlL F1A1PIXfxS . 8TNOo Z ,NY PIN OR(4�AT RVOZ," N„o.,,,f.e,x, '"�i.u•s (2) HV PIN•(g MAY BE USED IN LIEU OF ® AND ONLY AT Ex1ERIAT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324' BLAOE•S KRUCKLE. ` 8)5 1 BLADE WHEN CORRESPONDING 70 INSTALLATION "11 Sf IEET 7. (SEE NOTE * FOR Utcsx CPAMN Asn,0292 �0.0.3 tet' 0.043 wP .048 y.•- Q REQUIREMENTS) TDQ=MD SMO*ut ASTw o6N %.W p.c 3.300,D.•t A FL AA 61RMIN AT Y.t,D ASTM 0790 n,•,tQ pµ .1.400 D.+. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/,16" THICK S.S. WASHER O ; 1TExv vt uoauvs ASM map sw.oao v..3. 3u.000 SHALL BE USED FOR DIRECT MOUNT INSTAIIATION PER DETAIL X, AA 1I ?I nsasr P.J. SHEET i Reno zoo AMU 0234 to n-wt .2 PT-nr WHEEL CARRIAGE DETAILSum Or.= ASN 02843 .72 x 64.8 x MMI T7T EMBL.Y LAYOUT PATE or B 's C-I OAS$ PRo r� SAcro 0t 1 'ASN 0155 fCN54L STRENGiN MEA AFATNEA ASO/63a .302 P., e8.0 P,..,. 3) HY BLADE SOLID & fA BY WINDOW BLADE DETAILS T00AEP.t. 8884 P.•.. N.T.S. 1112 pNFi it ii�y _ FLORIDA BUlD1 CODE Mort High Velocity Hurricane Zone Q' •' 4/ 02017 TR.TECO,INC. @2417 E61ERN METAL SUPPLY, INC. TT71 Lt �T7E C Q A,S�S fr,A. Accordion Shutter System N t. TLV. BADE#1 W/OR W/0 H.V.WMDW BADE' TILUT TESTING & ENGINEERING COMPANY American Shutter Systems r_.N OESCR,PBoN 0ATt DRAWN 6r: Lc. Ens KV.3e0,SL.St,3*5.V&"VA CAIMM,PtmoA 33+6 Association, Inc. L OLD 15-oss 7/27/I DATE: 07/27/17 � }-t►- Ph.. .(303)371-1530.Fo.;(305)071-1"1 4266 Weslroods Drive 2 1 ._0[a-0006719"" 'CO T West Polm Beach, FL 33407 3 DRAWING No ML1ER A.TILUT 3,.P.E. 4 17-107 P.E. SEALJSIGNATUREjDATF SHEET fLORIDA Vc.1 44167 5 -- 6 d OF 20 *NOTES ON NY =KS AND CI;N4TERMATEE3S' • e c c • p7 u N s i u �� •� 1 tAANLTATORY CONDITION ft ONE HV LOCK 6-or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN OR SPANS UP TO 105',AND FOR INSTALI,AWNS T ANY _ EI,EVA7TON. 11V LOCK ,62" MAY BE USED AS AN UPSIDE OR OUTSIDE LOCK,ATTACHED'TO Tt�OR CENIERLWTES W/(2) 1/4'6-20 x 1/2'LONG FLAT HEAD S.S, M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON APICAL SHUTTER ELEVATION. I 16 e, I 2. ;IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 1 LOCKS OR MAY BE USED AS(AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMA7ES Cl: ABOVE LOCATIONF pF LOCKS SHALBE AS LTED ON NOTE BEAS INDICATED ON TYPICAL SHUTTER ELEVATION. He d 5ow6 oq(dx a � �e Ltsfii t OCKiNG RODS FRE NOT REQUIRED AT RRICANE POSITION. BUT MAY USED IF DESIRED TO ENHANCE SHUTTER PIE MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), oll 4. UAtI'SC4 02DMN!2.ONE HY LOCK @ rl 8E USED AT CORNER CENTfRMATES FOR ANY SPAN i AND INSTALIATiCTNS AT ANY ELEVATION.IAV t or R�SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER-CE?lTERMATE W/(2) 1/4 0-20 x 1/2'LONG FIAT HEAD S.S.M.S.TWO LOCKING RODS I� R _,+,,,, AT TOP&BOTTOM SHALL B£USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. yvp= MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o �sy{�3Ep� gig 5. r� S'• dH 9ALTERNATE NY LOCK !MY BE SE IN LIEU OF HY LOCK or FOR A3TY SPAN AND ll ! INST 1ATIONS Al ANY ELEVATION.AL RNATE LOCK MAY BE USED AS AN NSIOE OR OUT LOCK.ATTACHMENT 1 x93a � D a OF 1/4'1-20xJ/4' SS. THUMBSCREW TO Q OR ,CENT TES SHALL BE MAGE W/ 1/4'1^20x3"4'ALUM. i / S2B f ! g I $ 11 AS SHOWN ON SECTION HVE, SHEET EL ONE LOCK SHALL BE USE.AT 1/2 OF SHUtTER SPAN OR TWO t j CYwRsi !Z," LOCKS AT 1/J OF SHUTTER SPAN, 6.MANDATORY CONDITION FDR K _nAF e1n11 i �aS T NIYj6 INST, I TItNiSI_ ONE HV LOCK or or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 Of SHUTTER SPAN FOR SPANS UP ! TO$$',AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK @ or @ or 0 MAY BE USED AS AN INSIDE OR T OUTSIDE LOCK,ATTACHED TO @,or @ SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END= M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS a W/ CONNECTION OR 6 TOP AND BOTTOM Is COMPLETELY MANDATORY. DETAILS CN D r E H 1 ! % L W P D • Y M % 1 SHEETS 10& 18 TIP. FULL 1 11 I 1 ! *NOTES ON MY "T" LOCKS AND CENTERMA.TES'HEIGH , t } OF CORNER ^ CENTERMATE ONE ALTERNATE HV'('LOCK }TAY BE INST tE0 TN U£U OF SN tOCKS OR FOR ANY SPAN AND 'S 0° o"L.I•: w(�a+l�'rt131cn I fALIAi AT ANY ELEVATION.ALT NATE LOCK Q�1. Y BE USED AS AN INSIDE ORO IDE LOCK,ATTACHNENT OF LOCK INCLUDES USING REINFORCRPG LOCKER AS SHOWN ON SECTfOM LNG,SHEET 4,WHICH MUST 8E 14•'$ea(171« cw ;: CONNECTEp TO CENTERMAT£S Ni0®Wf 1/4'1-2D x 1 1/2'LONG S.S. THRfApEO BOLT W/7/8'1 x 3/32' 6 •�"� � WINGNUT OR W/ 1/4't-20xt' S.S.M.S. INTO A 1/4'Px'S/B"RiVNUT.LOCX MAY 8E INSTALLED AT.MIDSPAN OR 12' '.7V cw{ •i?-•'�$ MAXIMUM A$OVE AND BELOW M"SPAN. USE OF tW0 LOCKING RODS 'S'.TOP AND 60TOM{S MANDATORY. M Igloo�.��3:uAts•tf5�oa�.�91 * D�+Q�rE2lRH �- �3 �; 1•f1R .1(O C OR 91 ONE ALTERNATE HD LOCK MAYBE USED IN UEU Of TYPICAL M HV BLADE SHUTTER ELEVATION NY Loacs OR FOR ANY SPAN AND INSTALIATIONS AT ANY ELEVATION.ALTERNATE HD LOCK C4,MAY BE USED N.T.S. AS AN INSIDE OR Oki LOCK.ATTACHMENT OF ND LOCK TO IS WJ 3 I8 x 3J0'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT' AS SHOWN ON SECTIONS NOB- AND HDGHVC,SHEET 1D LOCK MAY BE INSTALLED AT • MOSPAN OR 12"MAXIMUM BELOW OR ABOVE MtOSPAN.USE OF LOCKING RODS ig IS COAPLETELY OPTIONAL. IrjIrAAA���Af�" FLORMA BUI on High Velocity Hurricone one ..• iLTECO,11 v•.. /f'�"9 420+7 T 02017(ASTERN METAL SUPPLY, INC. % T � --�—• A����jTI MA � 1 TL I E C Q A.S■ ■A■, Accordion Shutter System / i *; American Shunter Systems �V'BLAnE yt wJ OR Vii Hi YRNOCTN a 1 :•�y. TILLIT•TESTING & ENGINEERING COMPANY Y REV.N D[scRuma% DATE owwN Tx: L.C. QE 6355+tri.}6U.St.St•.DDS.WR41NA GAR( i5,0.0RVA 33K Association, Inc. I OLD %5-0315 T/27 t o•m 07/27/17 �. AA Pne�6:1-os)e71-1530.Fo.:(305)671-1531 4266 Wes11i Drive 719 ..•����1t0 a-m se IHt�x6000d.cm West DOlm EteOch, Ft 33407 3 OR1�G 1 07 ZONALOX X1111 WALTER A.'ILUT Jf.P.E. 1 SH P.E. SEA(JS1U`II!"A`1tUREfDATE FLCROA Lt.)44167 s 6 5 OF 20 =CONCRETE ANCHORS POURED CONCRETE POURED— POURED (SEE SCHEDULE ON OR CONCRETE&LOCK CONGREIE CONCRETE- SHEET 13) REQUIRED r T4`0-20x3/4-S.S. REOULAEO 1 CONCRETE ANCHORS I CHINE SCREWS REDO (SEE SCHEODUE ON I W/•1/4--20 ON CONCRETE ANCHORS - -- •� 17 18 A rE°Rvsiarc(stE MxnrRrw SHOT i} • (SEE SCXEDOLE ON SHEET 13) /—SHEET 13) 104 t NUTS 43 t2'O.C. 1. MIn. 1/4'0-20.3/a S.S. / "Min. E4 EO MACHINE SCREWS I-E • EO ( �--- USING 1/4'-20 NIRS r 1/2" a 12"O.C. .25 M6x. MO..-^' 3 oR )6 i •' r E.R.a • 1 _-.•13 qt 1�$ 250' �` _'- E. _ 4' I-Mox. • I E.O.• .25 - £.+D.• I OPTIONAL 1 1`•-OPTWNAL i Lt(51YAWJKt1 GAs(5(E MIN.SEPARATION TO CLASS �SCI(DL(I R1 9EET ♦ EXtSTWO • 1 EXISONG I a4RT 1tIQ 1 1 OR `••� _ ) GLASS—( SCFfOUCE ON SHEET it) aAoez�aQ 1 MW.SEPARATION TO GLASS _ r CLASS---� d I I �-"(SEE SCHEDULE ON SHEET 10 —'t--- EXISTING I L � cuss—; ;C HY WALL HEADER INSTALLATION U HV WALL HEADER INSTALLATION BY WALL HEADER INSTALLATION + KEYSTONE EX1511NG `,_ MW.SEPARATION TO fRA55 v-� GLASS---. EDE 5OPW�RATttt T IT OR I ♦ / T t S EXISIMJG s (SEE SCHEDULE ON SHEET M GLASS LSEE I I MW.SEPARATION TO GLASS CLASS- 0 lamrrIFF trfrfih» (SEE SCHEDULE ON SHEET 11) CH SHEET 10/Rt W U� axtTda® EXISTING �--OPTIONAL, CUSS-' t/4' OPTIONAL i 1 5 E. 0.a -ter - j----------Lj� - -TE-�' 12 •v: L_1__,.�__' I 1�4"o-20x3/4'S.S. , -Mn ED £4-� P ILUPS TRUSS HEAD 17 18 •20x3/4"S.S.PHILLIPS _ _ L MACHINE SCREWS USING •_,-._�_.�., CONCRETE ANCHORS T12U55 HEAD MACHINE SCREWS —CG\CRETE ANCHORS t' if4'-20 NUTS Q •2`D.0 W/lft L-(SEE SCHEDULE ON t •-� (S£E SCHEDULE ON SHEET 13) tt Min. POURED CONCRETE--' SHEET 13} "-20 NUTS O t2`O.C. POURED CONCRETE_•/ I OR CONCRETE BLOCK OR CONCRETE BLOCK --•-----_• -�--- REQUIRED WALL REQUIRED r', t,C¢NCRETE ANCHORS , :D, HV WALL SILL INSTALLATION / (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION • POURED CONCRETE—/ SHEET 14) OR CONCRETE BLOCK - WALL REOUIRED CE) BY_ALL SILL INSTALLATION NOTE FOR COMBWATLON OF SECTIONS - INSTALLATION DETAILS W1 I-SEE SHEET 4 FOR TYPICAL SHUTTER FE EDGE DISTANCE ♦ SEE ULA,,�L7AON SOP USE FORu`'255EMBLY MOUNTING SECTIONS CAN BE COMBINED SPECLFlCg110NS ON SHEET 13} 81A0£{vAt)ON SHEET 19 \ H Y BLADE IN ANY WAY TO SUIT ANY iNSTAl1ATIOtt. //// iii FLORIDA BUILDING CODE Non Nigh Velocity NUfflcone Zone +4 •;`rrw�E11�•pl ✓ '�* 02017 TIUECO,INC. 02017 EASTERN METAL SUPPLY,INC. •� Accordion Shutter System 1L ECO (►,�. KV. arnE X11 W/OR wfa KY.riiN7(Nt 0" TICCIT TESTING k ENGINEERING COMPANY American SI u"er Sy9t®m9 w,No D(SCRIPMH GATE ORAW+Or: L.C. 1A 6353 R.Y.Mt0.St.Sta.305,UROM C"tf)S-FLORVA 3316 Aseo4lotion, Inc. t OLD t5-GasT/_27/17DOTE: 07 27/17 '•.,�Q 10 .• 14 14 4268 Westroods Orive 2 ..,... Phone:(305)871-1330.-Fax t(305)871-1531 '-.S�ONAL��y0•j1t ` m to LH 4.a6m WP.St Polm Becch, FL 33407 3 DRAWNo rI'.P WALTER;.TILL-11 Jt.P.E. 4 17-107 1NG +`•x• P.E. SEALjSIG/SIG NATUREfOATE FLOROA Hc,1 44167 3 SHEET ( 6 OF 20 POURED c0'FSE" i ILN SrAPAmt ....�-_VAX1 OR • r-..-.-- `-}� rx SEPARMW ) CONCRETE �- 'E SCHEDULE ON SHEET 3) TO 0765(9E 1 I 'Q REQUIRED ^'+I M mtiy0 EXISTING A%LL�' . : C.%=FOR. i0 au SKIT I) (g� E 0.4- APP IF E EXISTING .5S1 a..tts@a�" \ osx s$mhi" /`•� ? t• I �� . ('FE.-',rEO uANCHOR H I I` E%ISTINO I r I 1 It LOCATK:N I r G1A55 1 i 1 aR t3 aR 15 HEAD VA wN. #10.3/4-HEX Xo 2'f o C. ; ' 1 Jje 4. _ CONCRETE AMC RS $) '� EDGE IF -C 1 (SEE SCHEDUL ON SHEET 13) APPLICABLE EXlS G r j 'i t ) T r r EDGE OF r Ia EDGE OF- i II SLAD IF SIAD If i i 1/2` 1' EDGE OF APPLICABLE SLAB IAN, OA (SOI APPLICABLE E.O. £.Q. t APPLICAiBLE p0URE0 0 CONCRETE _ fU1T HEAD CONCRETE ANCHORS ON Q}a Ij„at0 �1,OR •CONCRETE -'-' _- R D FW I{FAD CONCRETE ANCHOR? REDU7RE0 (SEE SCHEDULE ON SHEET 54) QH 1 REQUIRED E.0.•-•-• ---E. (SEE SCHEDULE ON SHEET 14 i TRENCH I5••�•AI.I.A•I•ION QUO ONLY FOR UP TO+70• -75 PSF A.S.D. V HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER 0 HV CEILING INSTALLATION L 0 0 t SCHEDULE 13,SHEET 11 EXISTING ' "I CONCRETE ANCHORS Gi.155- OIA� (SEE SCHEDULE ON-7 I-'-_' -(saT 1 . -I.111=3 SHEET 15} 114-0 Cpl TaWbjl oR 9ma[Y'IH O . E%ISTWG ,, E%15DNG-j EXISTING �___.... .. --_•'1r- TfCNgLOGY OR 1/4.0 PoMFs t 4 CLASS CLASS -gssswnac c zti} ___.__(:'1 CLA55-- rw5'RAinS trvMR+ltKtfcas w/ I } �'J SO�onxi�diO IO I 13114-P T IRBIDI4NT O 6' D I I I ^ rl OC.FOR UP TO a'-0'SPAR AND i'O.C.fOR SPANS IAAM THAN • �Y i i ifi` D5A.U0 AT TO W-Or MAX.AMY 1SNV"IASTOILR HEAD t MAX. t: $• ' ! : z: ` (1r7-)(SOE tiOiE t W�: -1/2• S 3 OR 1 PJ 0.+ I I I WASHER HERO E'b'a SHEET 11 FIrOR LRFTAMNS, 3 8" DAX. TEK SCREWS t CONI.SFA'JN7 1 /14x3/4' HEX HEAD._ 1• 55! 1 37O'./• j / O 12.O.C. iEX SCREWS O 9'O.C. CONCRETE ANCHORS 3 /� !- - ('� •/ Sux3/4`S.bS I/D _____ } I I I I •.j=. 1 1/s-Ir-7O.J/4's5 us OR 1/4`p-20 S.S.M.S. ' - - 't:,/' 7 3/ t I 1/4' i -USt1G 1/4_20 fOR6, t NUT 0 9'O.C. (SEE SCHEDULE ON ."`i 1 0 9'0.C. t Mox. i,' - O It'O.C. } SHEET 14) i - '� EXISTING NON STRUCTURAL -- - ice-- \ 17 nR 18 I/2• 1.. 17 1$ '. 2.00"MIN. -WALL -WA L TRIM(cECmil'S • - ( r i i EDGE OF - T -t•" E.D. SQL) 1 SLAB IF /• _ t \. F.H.S.O.S. MIN. -pOVRIO CO:<CRFtE r 1 7/8"-J--1 7/B• APPLICABLE_.'. '\ _.__ .\, O s'O.C. - : .. -, +-CONCRETE ANCHORS -SEE NOTE i3(D) _ REQVRiED } 1--'-"-E-0•-- POURED CONCRETE-•} (SEE SCHEDULE ON ON SHEET 1 \ LSEE NOTE 13(b) -' ---- ---- �-E D.- OR CONCRETE BLOCK SHEET 14) PDURED CONCRETE ON SHEET 1 -�_�_r•;-_,_-;- _ ._.-._..._- y _.� REQUIRED OR CONCRETE BLOCK ` 1 Q� I G KEYSTONE M NTN INSTALLeT10N OPIIOILY i CONCRETE-/ G BY WALL FLOOR INSTALLATION :� REDS jy WALL WALK—OVER INSTALLATION M AS.b.OESCH PRESStlF[:+64.-72 pat REQUIRED • VA=U11 S1Un[R SPAN W-D' j HY_ RAINGUAR I INSTALLATION tt THIS INSTALLATION SMALL BE r NOTE FOR COMBINATKIN Of SECT t E.O.= EDGE DISTANCE REMOYA9'E WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (5EE SPECIFICATIONS 014 SHEET 13) �EMNTT TO AN OPERABLE EXIT • SEE UMAATIMSHOF USE FOR ASSEMBLY ON INSTALLATION -DETAILS WZ d) HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED •-• IN ANY WAY TO SUIT ANY INSTALLATION. _--"- LIIII R A, - FLORIDA WILDING CODE Non N;9h'Yeiacity hurricane Zone' 111 ........... 02017 TILIECO,INC. ID2017(ASTERN METAL SUPPLY,INC. BERTHA "VTM lTiZVECOI`y �eS��NA■ Kv.Acc°,rdf°atht ,� vyem RAM- Amedcan Shutter stems ��•ti. '� TILLIT TES71NO & ENGINEERING COMPANY �' R DEscRIPna oeT[ DPAWH I0 Lc. '• assn na.3am.Sl_sta:05,wRatuA PAR00+s.nOROA Jna Association, Inc. t OLD 15-O5S 27 1 GATE: O7j27fi7 =: \t rh.-:(305)871-1530.Fox:(305)871-1531 4268 WestrpoAs Drive 2 DRAWING No !' ��� 10 a-"k:ORacoOoo'.com West PQIm Beoeh, FL 33407 3 to-i^rMA�t'rI`rti WALTER A ITLUTJ,.P.E. 17-107 ^��^^ 4 P.E. SEAL/SIGNATURE/DATE rLOROA Uc.IT 44167 5 SF(7 T OF 20 --"' �- ""—` •—POURED CONCRETE _ POURED CONCRETE _POURED CONCRETE POURED CONCRETE OR OR CONCRETE _ _ _ OR CONCRETE OR CONCRETE ----.--..._-- .�.---- CONCRETE BLOCK WALL % BLOCK WALL REQUIRED —'—'- BLOCK WALL REGUREO --`—'"'-- "-" OR CK WALL REQUIRED REQUIRED f ' EXISTING GLASS ' —EXISTING GLASS CONCRETE ANCHOR-•-T --EXISTING GLASS -- t) 2'NIT. EXISTING GLASS A 16'O.C. i6w.SEPARATION -. S 1- 7 -.•2'MIN. T TO GLASS(SEE 1' -S MM-SEFARADON SCHEDULE ON SUM LW SEPARATION MIN.SWA TION EG EQ TO GLASS(SEE / TO GLASS SEE I TO CAASS(SEE SCHEDULE ON SHEET 1/16"x3-MAX. iONFSHHEETT 19 rORR ON 11 FOR WZC HAND (6063-76)CONT. BLADES & 11 MR GL� a ®ET ON SEPT/9 FDR ALUM. CLOSER ON SHEET 19 FOR a/2' 0!1 OR MADE ET is-FOR Ent R SIDE C.Y ` - &�LOCAM PLATE. (LOCATE 1/2'• , ! SSE� 1� mmxs(}}A,¢]A OF 5} AT EITHER SIDE MIN I 1/2'MIN. - OHO} J I _^__ - _ d•USE i'OR 2'MAX. Noxa/2'S.M.S.-_� I _+ I5. (AS APPUCABLE)x2^xi/8'.O'-2• i O ib'O.C. ® 16^O.C. i _-- _ — ALUMINUM CUP ANGLE --' 4 (6067-T6 ALLOY)AT MIDNEIGM 110x1/2'S.A.S.—I & (\d✓Y (2)1/4'0 TAPCONS ANCHORS TO • SE DEFAGL E FO$ WALL AT 1'O.C.(LOCATE AT �{ CONNECTION i OR � EITHER 510E OF©} �OR �J OR �` I SEE DETAIL X FOR 1OR ®' TO )MKS w®w0 l•.A a a�O.�a HT SIDE CONNECTION 6• SEE DETAIL X F w 6• 7^^6 ,,,,irrD��•�« TO TRACKS a w 6• 7^'8 10•®w 10•®w 0. (9-0- SIDE 70 TRACKS $vNNECT �w®'�,�•�a•®w l� 0-0-0-0-0-0- 0•0-0•�• B 8•®w •O'�7wO.O•(®w Yl•W�''•L'Y'®"`ll'Y:f°" �'�'°'©'�6"V'�"' w�.�+u®��w©.� �^WS'w�'�"�!'�°'" -0.0 END C END CONNECTION DETAIL20 T s END CONNECTION DETAIL Q —1RE0 ONLY FOR SPANS GREATER THAN 12'-0- POURED CONCRETE OR _ EXISTING CONCRETE BLOCK WALL • £x15 cuss REQUIRED f� Gtnss 4 _ry 4 �`'�•.� 1R. 11 Oxa/2'S.M. 1 _► t0 GLASS a 16'O.C. - IAN.SEPNUTIO11 i ---_ �- SCHEDULE ON SFELT TO GLASS(SEE I 6 OR H OR �^ OR 11 FOR Ono CCIICRETE I/2^MIN. �2$OH SH[t7 __ ___ _ _______ ..___ �~- ON SHEET FOR ANCHOR O—L 11 FOR BLADE OANO / - - } OR 3 OR i OR AN CONCRETE— BLADES ¢t,� /2"O.C. l EQ i cJ aASHE DES mk FOR r_:--- --- ��t 1/2 MIN.. 2-MIN ♦ SEE af AFS F US OROR S( OR�OR SHEET is @ORi,30R(qOR(DOR� VIEW 5 }O PLAN h�7��� y •POURED CONCRETE OR (b OR (• w�w 6 7«B«10- QwO'tTl'l.J �'®« .DE TAIL CONCRETE BLOCK WALL O O O O �« ^ D IN T l iDN REQUIRED IU'�••©'®°'©'dew - _®•tp•�wQ•U•�« 1 HV DEO V INDOW B D O COC O CO CRE E , Zn5ir ND CONNECTION DE IL ®,®w®•®>®.Q'fiwrNEC ION DETAIL(9) ap.® FLORIDA BUILDING CODE Non Nigh Velocity NLFrricone Zone' t' t4tt I:rr ' 02017 TILIECO,INC, ED2017 EASTERN METAL SUPPLY,INC. S, N `• �,� � * S 7 �L■ "� AAccordion Shutter System ■ ■ KV 6une#1 W/OR w/o RV.WNDW RAEiE Amodcon Shutter Systems 4`'�E�M1L`'cW TILLIT TESTING & ENGINEERING COMPANY y REV.R Tx9cxlPlwx DAu oRAWN ar. L.c. [P.E. 6N3 N.W.36th.St.31<.303,Vp5xtA CAR6015.ROftOA 131 Association, Inc. I OLD IS-OSS 7 277 DATE: 07/27/17 L � aPh—:(303)971-1330.Fe4:(305)971•�1s�1 4266 Westroods Drive 2pggyylNG No s �NC• CB-0000679West Polm Beech. FL 334077- 07 WALTER A TILUT:r.P-CTLORCA Lk.E 44167 3 SEAL/SIGNATURE/GATE 6 _ SNE10 OF 20 $CHEOULE it SCHEDULE N2 SCHEDULE A3 MAXIMUM SHUTTER SPAN'` "L+'OR "L-' MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR 'L ft.) FOR INSTAtLAT1oN LFGFNO • NATES: CENTERMA= @ & or'1 or ( R -L-" (ft.) iNSTALLA71ONS _.. �t] INSTALLATIONS i"O yy IECONCRETE & W/ ONE H.V. LOCK E7 or 4--) or or & wj ONE NV LOCKS MANSORY WOOD POSTIVE S.D.UDESIGNWP PRESSURE RATABLE SPAN ING. HD GIVEN HO LOCK W/NO LOCKING-RODS or ONE HV LOCK or L-•: MAX.ALLOWABLE SPM!FOR A GNIEN NEGATIVE CENTERMA..,,@� 28 29 W/ ONE W/ INCI LOCKI RS OR W/ NO LOCKING WALL A, B. C. D. E. M. N.O, P, 0, t(l�`T" LOC 30 TWO LONG (SEE NOTES t,t}) CIS }MOUNTING F, K & L R. S. &V. A.S.D.DESIGN PRESSURE RATING. (VALR)FOR MOUNTING Q RODS 35�NIT7({tO1T�PF�k BOTTOM EE nMUM SPAN FOR SHEET 7) FLOOR/CEI NG G. H. 1, It. J WALL MOUNTINGS Tf OP/BOTTOM)ORDETERMINE FLOOR/CEILING: CONCRETE INSTILLATIONS 0 CONCRETE&WooD UAXMW CONCRETE MOUNTING T. U. W & x A.S.O.01 + A50.0" I ASQ.=XIN INSTALLATIONS & M GIVEN A POSITIVE AS.O. DESIGN PRESSURE RATING, WALL MOUNTING FLOOR/CEA1110 PRMURC WILL MOUNTING PRES$k" DETERMINE MAXIMUtI SPAN 'I.+'FROM SCHEDULE.Rc O tR)VN71No mum At ROWBOOR/CLUNG MM?MN0 GIVEN A NEGATIVE A5.0.DESIGN PRESSURE RATING, FLOORjG£EIl4G MOUNTING {PA.N.} OR (.OR-} 0 04-7 FLOOR ALL MOVNT,NG """'—'^•-'-'"' DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. .if (1) L-( L# 0) 1 L-(A) L 4 6) L- A) O MAXIMUM SHUTTER SPMA'-L+"OR -L-'FOR 30 OR LMc-16'-0' 16'-0" 16'-0' I8•-6- 30 16'-O" 161-0` 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMTIED 10 FINAL MAXIMUM ALLOMABLE SPAN IS EOUAL TO THE 5'-' 35 14'-10" /4'-)0' 35 15'-2' tb'-/0' 105 pd.A.S.D.DESIGN PRESSURE RATING, MINIMUM DETERMINED SPAN BETWEEN'L+'AND 40 13'-10` 13'-10' 14'-2' 15'-2` 40 13'-10` 13--10• 40 14'-2' 1W-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ 177 - -4 14"-3' 45 13'-1" 13'-1" 45 13'-4' 14'-3" t HV CORNER CENTERW(TE p3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUW04GS 50 12'-5- 12'-5' 12'-8' 13•-7- 50 12'-5' 12'-S" 50 12•-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Vl/FLOOR/CEILING UDUNTINGS: 55 1V-f0' 11'-10" 12'-1' 12'-11- 55 U'-10• ii'-IO' 55 1I'-!' tt'-i1" SHALL BE-AS INDICATED ON MANDATORY CONDITION;J2 FOR A GIVEN POSITNE A.S.D. DESIGN PRESSURE 60 i t'-4' 11'-4- 11'-7' 12'-4" __60 _ 11'-4" 11'-4'- 60 10'-2' 10'-11' NOTE�5.SHEET 5. RATING: 65 10'-10" 10'-10' 11'-1' 11'-1Y 65 iQ'-f0• SO'-IQ' 65 9'-5' _t0'-1` MI{`E 70 10'-6" 10'-6' f0'-9' 11'-5' 70 10'-6' 10'-6" 70 8'-9' 9-4' —"^ L1+a MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 to'-1- 10'-t' l0"-4' ll'-I' 75 1O'-1- tO'-1- 75 - $'-g' y 62+a MAX. SPAN FOR fLOOR/CEILING MOUNTING 1 EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 809-10 9'-f0' 10'-0'' 10'-9' 80 9'-10 M A.S.D.'-10" SPAN"L+'OR'L-'AND MAXW S.D.QESNIG FOR A GIVEN NEGATW A.S.D.DESIGN PRESSURE 85 W-6' 9'-9' t0'-5' 85 V-6' --9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3' 91-5' Io'-1• 90 9'-3' OR CONCRETE BLACK SHALL BE UMITEO AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0' W-9' 9'--2' 9'-10' 95 9'-D' W-9' Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED 70 +64,-72 D-9.f. AND 8'-O' SPAN, SEE L2-= MAX- SPAN FOR FLOOR/CEILING MOUNTING 100 $'-9' $'-4' 9'-0' 9'^T- 100 8'-9• 8'=4` MOUNTING @ON SHEET 7. INSTALLATIONS. 105 8--7- 7'-11' W-9- 9'-4• 105 1 87-7' Y-11' 1.10 1 8'-4' 7'-7' 8'-7'_ 9'-2' 110 8'-4- 7'-0" FINAL MAXIMUM ALLOAABLE SPMA IS EQUAL 70 THE 1150 15 8'-2- 7'-3' 8--4' 8'-L1' tI5 8'-2' 7'-3" MINIMUM BETWEEN Z1+', 'L2+', '1.1-"A14D "L2 zo B' -I1' -2' 8"-9'. 120 W-O' "6'- l SEPARATION TO GLASS SCHEDULE (4) GO TO ANCHOR SC-fEOULE WITH FINAL MAXIMUM 25 7'-10' 6'-B' E'-0' 8'-S' 125 7'-10' 6'-B' _ ALLOWABLE SPAN AND NEGATIVE&S.D.DESIGN , 30 7'-8' 6'-5' T-10' 8'-1• 130 7'-8' 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 3s Y-7• s-2 7'-s r-s• 13s•" Y r s 2" WIND ZONE 'MINIMUM SPACING. 40 7'-5' S"-1t' 7'-7' 7'-6' 140 Y-5• s-Ir ASTM E-1996 SEPARATION 45 7'-3` 5"-9' 7'-5' 7'-3" 145 7'-3' 1•-9' TO GLASS 7'-2' 5'-7' 7'-4' 7'-G" ISO 7'-2- 5'-7- 155 7=0" W-5' 7'-2' 6'-•9' 155 7'-0' 1 THRU 3 •' 160 6'-tt'_ W-2' 7'-1' 6'-7' 160 6•-,i' 5'-2' 165 6'-10' S•-I' T-0' 6'-4' 165 6"-10" 5'-1' 170 6'-9' 4'-11' 1 6'-11- W-2' 170 6-9• 4'-it' 175 6'-7' 4'-9' 6'-9' 6'-0' 175 6'-7' V-9" _ 180 .6'-6' 4'-8' 6'-8' S'_i0- X60 W-6• 4*-8- H V B LA D E 185 6'-5' 4'-6" 6'-7' S'-8' 185 6'-5' _4'-6' i205 S'-4' 4'-5" 6'-6' S'-6' 190 6'-4•_ V-5` ^ 6"-3' 4'-3' 6'-5' - 5S'-5'-_ _195 _ 6•-3'- 4'-3" • • - 6'-2 4'-2" a-4' S'-3' 200 W-1• 4'-1' 6'-3' V-I' 205 W-1' N �.,, FIdR{DA BUILDING CODE Non High Velocity Hurricane Zone' �. •. 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SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CON RETE OR CONCRETE BLOCK SUBSTRATES (SEC UOANDINGS E 0,f H ON 941M d A 7) L ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUNEO D'DCK RED MNti"ftET[ (A) TO EXISTING POURED CONCRETE.(MIm 1'c-3 Hsi) SPAN ANCHORS EDWALL SILL MOUNTING @)CEILING MOUNTING ' F@FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED'OtRUIDFORMI TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX. (ML. Fc 3 Tai) kSA0ESOH NE RAfM s0. M'GONE f'k1VFFS 20FIC fPL55ltE p ANCHORS SPACING LEGEND - f/4Y x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECNLTY CouPANY. (Mtn.Yc� 3 bi} (� TAPCON - T/<11 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,M.(Mln.('c-2 kfl) 30140160175190 120 160 205 30 60 75 DO 120 160 205 30(46,P60 175190 120 160 SOS - 1/4'f TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND OIS'IRIBUTEO BY ALL POtNIS SCREW,BOLT'&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WON THE ANERTAN SHUTTER SYSTEMS ASSOCIATION,INC. N T 10 9 d a a a3 t4 io 9 a 8 a to xa 9 a a THREADFORM TECHNOLOGY 3'-O' f4 32 70 9 d 8 d 6 14 12 70 9 B a e D f4 12 10 9 e 0 6 d ALL POINTS SOLID-SET (Min.Yc•3 ks1) R lE N f2 10 9 a a 6 6 N 12 10 9 a e 'e 6 11 t2 to 9 8 tl 6 S TAP W/CAP NOTES% 14 12 10 9 8 8 6 7 14 12 10 9 a 8 d 6 f4 12 10 9 6 tl 6 a SLUE A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAICON OR TAPCON WON ADVANCED 7HRFAFORM TEC14ML00Y ANCHORS AND TMPPER+ 14 12 10 9 B 7 AS 3.5 14 12 10 9 a B 6 a 14 IS 10 9 B 0 6 S TIPPER' ANCHORS IS 1 3/{',AND FOR BLUE TAP Wf CAP ANCHORS i5 t t/2'. 4'-0' 14 72 10 9 a 8 6 e /4 /2 t0 9 a $ 8 a S4 72 t0 9 8 a 6 SS 14 t2 10 9 0 e a 4 14 t2 10 9 6 tl B 1.5 14 12 10 9 8 6 / 75 A2)WNIMUM EMBEDMENT OF 1/4y x 3/4'ALL POINTS SOLID _S'EE ANCHORS SHALL 8E?9'INTO SHE POURED CONCRETE.NO EMBEDMENT 14 12 10 0 . B . 45 14 12 10 9 B a 6 AS 14 12 IO 9 a 8 a 4.S NTO STUCCO SHILL BE PERMITTED. 1/4'f-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 1+ IT i0 9 T.5 55 3.5 - t4 12 l0 9 a a 6 S t4 12 iD 9 8 7 3.3, 4 4 5L2 Lurutgta9 CF VSE FOR AND 1'MINIMUM FOR WA1LS WfIH NO STUCCO. 1{ 12 IO 9 6 B 0 6 14 12 10 9 6 B d S.S 14 12 10 9 B 8 6 4.5 BiADE'(�i ON SNIT` tp 14 12 t0 9 8 7 4 - 14 12 10 9 8 as S 35 14 72 to 8 8S 5 3.5 3 A3)IN CASE TEAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1{ 12 IO 9 B 7.5 4.5 - 14 12 10 9 D A 6 4.5 14 12 IO 0 8 a 4.S .75 ANCHORS SIAL.8E LONG EN 11 TO REACH THE MAIN STRUCTURE BEHIND SAID WALL,FIRISHES ANCHORAGE SHALL BE AS INOtCATED ON 14 12 93 7.5 0.5 4.5 - 1- 14 112 10 9 8 7s SA 4 14 12 101 9 8 6 4.5 3.5 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METH.STUDS CONSULT THIS ENGINEER.FOR 6'-0' fi 12 IO 9 a 8 6 - 14 12 70 9 a 8 6 S 14 12 10 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL.STUDS SEE SHEET 20. 14 12 10 D 74 34 ] - 14 12 l0 6.S 7 SA { J 14 t2 B 6.5 S.S ♦ ] 14 t2 /0 9 4 6 - - 14 72 t0 8 8 8.6 S 73 t4 f2 to a.S 8 5 1 - (8) To EXISTING CONCRETE BLOCK-.(ASTM C-90) 14 12 a 6.5 SA ] �14 9 tl 8.5 4a 3.5 14 12 10 a 7 S ds J - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THRFAINORN TECHNOLOGY ANCHORS,AS MANUFACTURED BY IT.W,8UIt0EX. 74 12 10 9 8 It 9 6 7 S 4 14 12 10 9 7.5 3.5 4 3 - 1/4'9 x 3/4'ALL POINTS SOLA-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 14 12 10 B 6.5 4 1.5 6 4.5 3.5 - f4 10.5 7 S3 4.5 3.5 - 1/4'f BLUE TAP CONCRETE ANCHORS W/CAP AS WWUFACRNNED BY FLORIDA FASTENERS O:RECT,R,C.1f 12 10 B.S 7 4 9 7A S.S 4 - t4 12 IT 7 75 4.3 - - '" if4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUMT)8Y All POINTS SCREW,BOLT&SPECU7.TY t4 11 7 55 44 - - - 14 12 10 9 7s SA 4 - 11 12 9 7 e 4,5 S - COMPANY OR ANY OUTER AJ'PROVEO LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC." 8'-0' 14 12 L0 9 e 8.9 - - U 12 f0 9 d e 1 - 1112 TO a 6.5 5 35 - NOTES: 14 12 8.5 7 5.S 3 2.5 . 6 'S 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1f4'AND TAPCON N IS 9.5 7.6 ¢ - - - 14 1 6 6.5 S - - 14 12 a i 6.5 4 WITH ADVANCED THRFADFORM TECHNOLOGY AWCHORS IS I': IS 12 6.5 5 J.5 - - 14412110 8 a.5 S ti 72 8 &5 e 4 l4 f2 10 9 N - - - 14 12 10 9 7.5 4.S - - 14' 1218.3 7 as 4 f4 11S 7.5 B 4 - - 14 11 7 5.5 5 3s - - 11 a SS 4.5 3.5 - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLD-SIT ANCHORS Stoll.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO - EMBEOMEA INTO STUCCO SHALL BE PERMITTED, 1/4"a-20 S.S. MACHINE SCREW USED STULL BE 1 1/2"LONG MINIMUM SHOUID STUCCO 54 LT 8 6.5 t.5 - - - 14 t2 8.5 7 SS 4 - 14 10. 7 5.5 6 4S - - EXIST,AND I"MINIMUM FOR WALLS MTN NO STUCCO. 1.5 as 5.3 4 14 9 7 6 4.3 - 14 7 3s 4.3 3.5 14 12 10 9 7.5 - - - i4 it 10 a a.5 3 - - 14 12 8 8 5 4 - _ - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CCNCREIE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 to.5 7 5 3.5 - - 13 9.5 6.5 5 4 3 - - 10 7.3 S 4 3 - - - ANCHORS SIWl BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEtIMi SAID WALL F1 ES.ANCHORAGE SMALL BE AS StOMAE0 ON 14 11 7.515.5 - - - - 14 11.5 9 6 5 4 - - 2.5 9.5 6 5- 4 4 - - NOTES B.1}&8.2)ABOVE.FON INSTALLATIONS ON VtNYt 510iN0 OR EMF$R1T}t OR WftHOUT MET/L STW5 CONSULT THIS ENGINEER Od tl 5 - - - - - i4 12 8 6.5 3.5 4 - - 13 10 8.5 3 4 3 - FOR INSTALLATION INTO EFS MRH METAL SIMS SEE SHEET 20. 14 12 10 - - - - 14 1T 9 7 a 3 - IA Ia.S . 3.s 4.5 ]_S - - ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF OHE A7NCHOR'S MANUFACTURER. 12.5 4.5 S - - _ - 12 9 b <.5 4 } - - 9 7 45 3.5 J - - - 14 14 10.5 7 5.5 45 - 1.5 a5 3.5 4.5 75 9.5 7 4.5 - _- - 14 tis 7.5 6 5 - - 12 9 a 4.3 4 - - - (0) SEE SCHEDULE BELOW FOR EDGE WTANC£(ED.)VERSUS SpAGNO RELATIONSHIP FOR ANCHORS. 12'-0' 14 12 10 - - - - 14 12 8 6.3 5.6 - - - 1 10 as 5 4 .-- - - EDGE DISTANCE YERCUS SPACING SCHEDULE FOR ANCHORS, T1s as 1.5 - - - 11 6 55 4 35 - - 8 a a 3 - - - MWWU ANCHOR SPACINGS,ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN TM NCMATED.REDUCE ANCHOR SPACING 1 o 9.S a - - - I3 9.5 6.5 5 ; - - - p3 E S 4 - - - - By MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - - - - - 14 10.51_L 3.5 4.3 - - - 11 8.5 53 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SILALL NOT BE LESS THA4 MINIMUM SPACING INDICATED FOR TACH ANCHOR TYPE. 14 12 - - - - - - 14 11.517-5'a S - - - f7 9 6 4.3 4 - - - ACiTIu FACTOR Ds e - - - - - - 10 7.5 s 4 - - - 7.5 ss { 3 - - TAPCON WITH ADVANCED TAPPER+ 12 9 5 4.5 4 - - - 9s 7 S 4 - - - EDGE TAPCON Al POINT SOLID SET 6WE TAP W CAP THREADFORM TECHNOLOGY I a - - - - - - 13 9.5 6S 5 - - - - 0.5 7.S 5 i - - - DIE OR DICTANCE MIN.SPA NO 14'-0- 14 Los 7 5.5 - - - - 11 8.5 55 4.5 - - - E.O. MIN.SPACING - J' MIN.SPACING-3' IN.SPACING-3 if2" MIN.SPADING+•W 3 3/4' 4' to Is - - - - - - 9 7 4.5 as_- - - - 7 5 35 .S - - - ffl_ DE W/ POLIREO t:ONCRETC do TIMM CGr4TaTE pON3ElE M. POC2C-,CONCRETE a POUTiED CONLYITE& 11.5 8 11 a SA 4.S - _ _ _ 9 6.3 43 - _ _ _ CONCRETE BIOCN CONCRETE BLOCK CONCRLTE BLOCK N4Q4r•IE W!'U37E 8DIX MN E0.+3' MN E0..3 1/Y MR Ea-2 i/2' MN.ED.3 i BL fOl E0.+3 ICY EDx2 ERIN' 7.3 - - - - - - t2 0 ¢ - - - - 93 7 43 - 3' 1,0 D.DO 1.0 0.78 1.0 0.64 1.0 ]s 10 as - - - _ - os s s - - - - - 9LAUE Yd0 KING -• - g6.5 4 - 5 ! TINTS�At ♦ 2_H/2' - 0.8t 1.0 _ - D.B7 _- 1.0 10 - - - - - - os 8 5 - - - - lis 5 4 - - - - ON 2' 0.71 0.51 1.5 6.5 S.S - - - - - 9 6.9 a.5 -'-'-'-"'- - - -� 2. 9.5 6 - - - 70 7.5 5 _ _ _ _ • 1 3/4' - 0.91 - - •- 0.43 - 8 a 6 4 _ - _ _ _ 4.5 J - _ _ _ 1 1/2 0.35 - 0.35 3 - - - - - e 6 4 - - -> ?FLORIDA BUILDING CODE( on^Nigh Wo-city Hurricane Zane \l,N14 A\tIER,\a T/1�� 02017 TIIECO.INC. ®201 (ASTERN METAL SUPPLY.INC. ''.icENS tom _ _.�._ BERTHA TTM -Ti O ,Nr. A�' '� iAa Accordion Shutter System H.Y. aAUE#1Wf CR wf0 H.V. WIND(YrV BtAE T iAmerican Shutter Sy stems -- TILLIT TESTING &'ENGINEERING COMPANY �•H a£xaAnOA (TATE ORAW"N BY: LC. ~`�'•. r+'1tC�4r- * 6395 NM.361h.St.1W.305,MKWA CAROMS.ROfisA}116f Association, Inc. - 1 OLD 15-08557/27/1 DATE: 07/27/17 r'p-(Y7� ((•�:; Ph- (305)871-1330.FIM:(JOS)871-1531 4268 W9atroods Drive 2 %. 0 Ph- :1:Wnoftw m West POIm Beach, FL 33407 -7- ED. No "q(�""�1WAITER I 7NUT Jr.P.E. 1 17-107 . P.E.�SE711/SIATt�R�jDATE FLORIDA L�.d 441x7 s SHEET ^-v 13 OF 20 MAXIMUM ANCHOR* W ^ING ({R j•SGHEOULE FOR A GIVEN Al!Y. SHUTTER.SPAN. AS,D DESIGN NECsM PRESSURE HAMM AND A CORRECpONQINC AvJL1NTINC TYPE FOR CONCRETE OR CONCRETE BLOCK INST I eTIONS (SEE MOUMINC.4 1.J.N A,L ON SH ET 71 POURED CONCRETE BLOCK ANCHORS SPACING LEGEND 1 WALK OVEti 8 1 1RENCH Uj RHNGUARO MOUNTING ©WPIC/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING you _ TAPCON OR nyt DE50f MCASM PR 4E FAtNi(}d o.OEM itrVK 14 Mw(pd 019N 16OAT6["SEE WM W a DESIGN KWK,PRAxd AAtNC(pd TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30140 60175 90 120 160 203 30 40 60 75 s0 IZO 160 205 THREADFORM TECHNOLOGY 14 12 9 a a 6 } t S2 .3 6 7 7 7 7 7 S 5 ALL POINTS SOLIO-SET 3•-0* 1{ 12 10 A D 8 6 8 12 t2 /2 12 12 12 9.5 7 7 7 7 7 7 T 7 7 5 3 5 5 5 5 5 S LESS 14. IZ 10 10 6 $ 5 6 12 12 12 12 as 8 6 CS 7 7 7 7 7 7 7 as 5 3 s s 's 5 5 5 BLUE TAP 4 12 to 9 a e a s tt t2 to 12 t2 t0 75 8 7^ 7 7 7 7 7 7 7 5 3 s 5 5 3 5 $ TAPPER+ 14 12 10 9 0 8 6 8 12 12 12 12-11.5 as 86 5 ) 7 7 7 7 7 S5 4 S 3 S 5 3 5 5 4 4•-0• 14 12 SO 0 e It 8 8 12 12 12 lx 12 9.5 7 35 7 7 ) 7 7 7 7 7 S 3 3 5 3 5 5 3 14 /2 10 9 a 6 8 6 12 12 12 0.6 8 6 45 35 7 7 7 7 7 7 0.5 3 S 3 6 S S S S S 14 /2 10 9 a 8 a 4 12 12 12 12 to 7,5 S.S 4 7 7 ) 7 7 7 T 35 3 5 S 5 S 5 S S U 12 10 0 e d 6 6 12 12 12 St. 9 7 5 4 7 7 7 7 7 13 4 3 5 5 3 S 5 5 4 3 5,-0• IL 12 f0 8 6 0 6 a 12 12 12 12 10 7.5 5.5 4 7 7 7 T 7 7 7 T S $ } S 5 b S 5 14 12 10 9 a 0 a 0 12 12 03 7.5 8 +,5 15 - 7 7 7 7 ) 7 6 J.S 3 S 3 S 5 5 S 4 14 a TO 9 e e 6 6 12 tx f2 9.s e a 4.5 - 7 7 7 7 7 ) as 4 5 3 s 5 s 5 3 4 * SEE ANCHOR 14 f2 I0 9 a e a a 12 12 1.519 7.5 ss i 3 7 7 7 ) 7 4.5 3.5 - 5 5 5 5 S.413 S.s - SPECIFICATIONS 6'-0' 14 12 fD� _9 a e a 6 12 12 12 10 a 6 4.s s.s 7 7 7 7 T 7 7 7 3 5 5- 5 5 5 3 _ ON SHEET 13 14 12 10 9 a e 6 5 12 tx a e s 4 ] 1 ) 7 7 7 5s 4 - s 5 s s 5 s 4 J TV tx 10 g e e a 6 u u 10 d as 5 .7s - 7 7 7 7 ) 6 +5 - s 5 s s s s 45 - t{ 12 70 9 d e a a 12 Ix 10 8 B.S 5 3.5 - 7 7 7 65 5.3 4 - - S S S 3 3 4 3 - 7,-0- St t2 SO 9 8 0 6 6 12 12 12 83 7 5 4 3 7 i 7 7 7 7 7 6 S 5 5 5 5 5 3 5 1f 12 10 4 a 0 6 a 12 10 6.5 S 4S J - 7 ) 7 7 5.5 S 3 S 3 S 3 S 5 35 3 14 f2 10 v s. 9 6 6 12 12 6.S 7 3.5 4 - - 7 1 7 7 ) 5 - - s 5 5 s 5 s 4 - 0 VALID ONLY FOR U� TO +70, -75 tt 1z 10 s a d 6 - 12 12 6.s ) 1b 4 ] - 7 7 7 33 4.513 - - 5 5 s 5 ss 1s - - PSF A.S,D DESIGN PRESSURE e'-O' 14 12 10 9 e 6 6 ^ u 12 os 7s a ss ]s - 7 T ) 1 ) ) 7 4` s a s 5 s s, s s RATING & FOR SPANS PER u r2 lD 9 a a 6 - 12 9 6 4.5 4 ] - 7 7 7 7 5.5 4 - - 3 5 s 5 5 4 ] - SCHEDULE #3, SHEET 11 i4 42 10 9 8 8 8 - 12 11 7.5 6 5 TS - - 7 7 7 7.S 6 4.S - 5 S 5 6 s 4.3 - 14 12 10 9 8 6 - - [12 1.5 75 6 S 3.5 - 7 J 6.5 S 4 - - - 3 5 5 5 4 3 - -_ 9,-0• T41Z f0 9- d 8 - ^ 12 9.3 a$ 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 S 5 5 5 5 14 IZ 10 97s 8 - 0 S { S.s - - - ) 7 7 6 S 35 - - S 5 S 5 S 4 J 14 12 10 9 8 e - 10 6.5 5 4.5 - - 7 7 7 6.5 55 - - 5 5 S 5 3 4 - - 14 72 10 9 a 6 - - 0.5 7 5.5 4.5 3.5 - 7 ) 5.3 4.5 13 - - - 5 5 5 4.S 3.5 - - - 10•-O�14 12 /0 9 6 6 - 1t 85 6 5 3.S7 T 43 S S S 5 5 S 5 i.b 14 12 ,0 9 a 8 - 7 4.5 5.3 3 - 7 77 SS t5 - - - S 5 S 5 4.S 3.514 12 10 9 a 6 0 6 S 4 - 7 7 7 6 5 - - S 8 S 45 509.5 6 5 4 ] - 1 7 S 4 J - - 3 3 3 4 150• 2 10 9 8 6 - - 10 7 S.S 45 15 _ 7 7 7 7 7 7 35 _ 5 3 3 3 5 S� 5 {14D9da - - a$ 4sJ - 77634 555 .5. . 3 HV BLADE ONLY•14 1 }0 9 8 0 - - 8 SA 4 - - 7 7 T 5.5 4.6 - - 5 5 S 3 4.3 - - 14 1! 1D 9 6 - - as A 4.3 15 - - - 1 7 45 1b - - - - b S 4. 3A 3 - - - 1/ 12'10 9 8 - 9.5 6.5 S 4 3 - - ) 7 7 7 7 d 3 - 3 3 5 5 5 5 4.5 3.5 ti i! f0 9 a 6 4 ] - 7 7 5.6 4.5 J.5 - - 3 5 5 4.5 4 7 - li /J to 9 8 - - 10 75 5 4 - - - 7 T 6 5 5 5 4 14 12 t0 9 8 - - "16 5 4 15 - - - 7 6.5 4.5 3.5 - - 13-0.14 112 1 10 9 a - - - 1.6 as 5 4.5 3.S 3 - - 7 77 7 7 4.5 3A . I4 IL ID f e 7 5.5 3.5 J - - - 7 7 5 4 J - - 5 5 5 4 3 - - - 4 i2 10 9 8 6 T 1.5 3,75 - - - 7 1 7 55 4.$ - - - - S 5 4 4.3 4 ti 12 70 4 _ 10 7.5 5 4 S - - 7 6 4 3 - - - - S 5 { 3 - - 14•-O•74 S? 1 0 0.5 a 5.5 i 3.5 - - - 7 7 7 7 7 4 - - 5 S S 5 5 S 4 3 + }{ /? 100 - 6.5 s 3 - - T 7 5 15 - - - - S 5 5 4 - - 14 12 10 '9 - - - 6.5 6.5 4 - - ) 7 S 4 - - S S 3 1 4 - - - - 14 1? 10 - _ - _ _ 9 7 4.5 1S J - - 7 3.3 15 - - - - 5 5 3.313 - -_ ti i? to - - - - - SO 7.5 S 1 3 - - - 7 7 7 7 7 3.5 - - S 5 5 5 5 S 4 3 14 ,2 t0 - 8 45 3 - - - 7 7 4.5 ] - - - S S 4.5 3.5 - - - - 14 t! 10 - - - - - 8 6 i - I4 S2 10 - - - - aS 8.5 4 15 - - - 7 5.5 3.5 - - - - - S S 3.$ - - - - 13-0•ti 12 10 - - - - - 9.5 7 4.3 35 3 - - 7 7 7 7 6 3 - - 5 5 3 S S {.$ 3�5 0 4.S S - - - - - 7 5.5 4 - - - - S 5 4 J.5 - - - ,4 7.3 s.S .7 - - - - 7 / .. = - - s s ,.s - - - FLORIDA BUILOiNG CODE(Non High Velocity Hurricane Zone ;18+_♦ W........... ••., 1 02017 iR1EC0,INC. 192017 EASTERN METAL SUPPLY,INC. L P.�>rnifi/�1 THA H FTM rMT! A S S A E C 4 E:m--, , . . Accordion Shutter System tiv.I3kOE yT w/DR w/o 1Lv.Wi1IX71N BLADE 1 Amertoon Shutter Systems E9.N OESCRIPNOR DATE DRAWN Sr. LC. % '; TILLIT TESTING & ENGINEERING COMPANY �� AssoCtotton, Inc. } OLD 15-0e5 7 2)Ii DATE: -07/27/17 •�• ♦ 8353 N.N.351%.St..St,301 t C&A CAAOOM}LOrbM 3316 ph-:(3051871-1530.Fa::(335)a7t=1531 4268 Westroods Drive x DRAWING No � .........VO... C 44 }d .-mo6:I2N<oaaol.eam West Palm 8eoch, FL 33407 3 /pyAL•L��`wl}11 IAXIER A�ML77Jt.P.C. 7-107.. FLORIDA Uc./44167 s SHEET P.E. SEdC/3tCNAYURE/[SATE s 14 OF 20 t E2L�A' Ing AND COFIDDTONS()£ ��4+- 1jaMER 19M WORKING IN 5 I.mr,Arm DESIGN PRESSURE RATING+110.- 110 P•S.(. a MAX.SHUTTER SPAN:S8` { 3.ALLOWED NOUNTINGS:A D.0&H ON SHEETS B. 7;AS WELL AS i MOUNTINGS M.O.T.0&W ON SHEETS 1s&V. � !� , ONLY CENEERNAIE E®( W/ 4 OR'2 e5R LLIN TDF O KC 't�Jm N i Ga'9 T}'ED OR ACC I IOASYYOWttfrCEN(MI�tf5f BE INCLUDED ONLY AT E7(TERiOR ACCESS 570E OF � E. IYP.EA.END • • • ,' ! '� 5.(A)W MINOOW BLADE i/ SW1L DRY ALLOW A PAX"M OF 5 OPENINGS (3'i HOLES)FOR©PER OtI�DE AT SPACINGS SHOWN ON SHEET 4. -- (8)IDN.CLEARANCE FRp%�A�TOP OR DOTTOD EDGE OF HY WINDOW WAM i(�f LULL 5 WINOU55 ! • • • • OF ANY 3'i F101E FOR G.3'SHALL BE 12'. ALLOWED M4 tW N WINDOW BLADE @ ! (C)FIRST OR BLADE COMING.OUT IRON VARTERS AT ENDS MAY BE RV WINDOW BLADE 1� s ♦ a • r s vz+ —'h (0)FA WWDVAf BLADE 1O MUST BE USED ALTERNATE TO A SOLID I(J BADE iQ THROWN=SHUTTER'S WEITK . RM SILL ALWAYS BE INSTALLED ATANCW:O A SOLID M 1 8 ' (�1 AT ERTifR SLOE Of THEN. E (F)Pq YGARBONATE hY WMDOW Lay SiWL BE INSTALLED So TIM TABS FACE SEE END ) 9 THE 04TWOR Or THE OPEHVG SCING MOIECTED.RV WINDOW 4�MUST BE CONNECTION ! • • • 4 ONLY DTSTAI[Eb AND LOCKED USING A W SETTING TOOL PROVtOEb BY ASSA. DETAILS ON SHEETS #ffi INC. t0& 18 TYP. �• fi$eT( &SEE ANCHOR SPACONG SCHEOULE FOR INSTALLATIONS INTO WOOD FT&UIE FULL HEIGHT. \ p 1 PIP l g8�l( BULLHEADS ON SHEET 13.AS L0.7f1ED BY SPAN AND#SIGH LOUD(SEE NOTES P ` A l S ' i &2 ABOVE): s C FI 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UURED BY r SPAN ANO DESIGN LOAD(SEE NOTES I&2 ABOVE). 8.MNIMUM SEPARATI0:7 TO GLASS SCHEme,PER ASTM E-1695: (SEE ALAN FOR REOUREUENis) L ,r)-,-f� 0.); WIND ZONE NUNANM SEPARAT,O4 70 GLASS D H 5 LYP GOP&BOTlOM '-�lr ;O '(J _,. —„_— _.._ , UNUuI1ED WIDTH----- 1 TNRU 3 1' ELEVATION MN.SfPAR 94 E GLASS SEE S0.20UtE CN 9{EET 11 RNR EAHE Qw 4 s.24' EXISTING f,`VSS AVG!ON MS SHEET FOR tNXASQ& ep. 034- • �I n = SYM R+GL CfMERMATFS 2T ;�' 2 �I/ ---- r •E.Ab I[ W/ OR AND ---- ^ W/0 ( NOTE 4 ABOVE) PLAN!` •'^ ' `2Aa 25 / TYSCICAL ) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE tjA SHUTTER* III+'AAAA `"- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' Sr"":y/� .22017 TILTECO.INC. 020TERN METAL,SUPPLY.INC. CC BERTHA H iM TLTE C INC. A■S■S■A■ Accordion Shutter System c it FIV. IXXX#1 W1 OR W/O KV.WNDOW RALE i t American Shutter Systems Cv.R DESCAIET" DAn OruwN er L.C. TILLLT TESTING & ENGINEERING COMPANY Association, Inc. _ t OLD 15-OBS 7j27 1 DAIE: 07/27/17 633S a =di( 5)L.Ste7'1-153 V.RG o.�1:(305 8 1-t!A SSid P1¢n¢:(=OS)871•1530.F¢M (304)877-1.31 4268 WestrtAads Drive• a DRAWING No ...�..T•f..•tG” (>j ' _6 nj.t_0W m West Polm Beach, Ft_ 33407 3 17-147 �•!^� •' WALTER.L H:M:a aE A fLCRCA Lk.1 44187 S SHEET -- A.E. SEAL/SIGNATURE/DATE d 19 OF 20