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HomeMy WebLinkAboutProduct Approval r�r �K I�� s �e�w� �� ,�`� � �ri � ` ��� r h• art �! ' 7 �..� a�s* '!vrUu C1( tr°,.t�'i BCIS Home f Log In ' User Registration Hot Topics Submit Surcharge Sats&Facts Publications f FBC Staff I BCIS Site Map I Links }Search Busines Pryrofessi nal ' F ��sER PcmiApproval :d 1 equitat!ton RAIL 9 urodurt Ar_oroval Menu>Product or Application Search>Application List>Application Detail t FL# FL389-R de eru4 Application Type Code Version 2014 Application Status Comments Archived C... Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C% 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 12/31/2017 Validated By John W. Knezevich,PE I-n Validation Checklist-Hardcopy Received Certificate of Independence FI.:389 R8 COI,_IiV_ACCORD1QfQ�CI._N[JP:HVHZ pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:NoFL3H9_._R£i II_A.S.S.A:INC_DRWG=15 Of Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC:. P.E.R. DRW(?_i5=Q_QL'),P positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sh et r other spans and ASD pressures. 389. Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in H Z:No FL389 R8 II A.S.S.A.INC. DRVVG.15-085.udf Approved for use ut id HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resists :Yes Created by Independent Third Party:Yes Design Pressur : N/A Evaluation Reports Other:Large mi evel"D".Max. Span is 16'-0' for 30 FL38� R8 lxE A.5_S`A, NQ, P.E.R. DRt�VG,_i5O8 _1'J:1Idf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HViA working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. DR G-15 0 4.Rdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S S.A.INC. P.E.R, DRWG.15=Qa4_.P_df for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: StQtrILV.m 1:.rn m`:' GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, p �' t. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR U-0.85,USING ASCE 7-10 AND SHALL.NOT EXCEED THE MAXIMUM(ASLO.)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'?-10 S94LL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS AREA.1: W BLADES C1) BY MULTIP{.YING THEM BY ME IN OROERTO COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SL¢ET T IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.M.AS TESTED.WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM USED EN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER-A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21--37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1600.1.2.OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-14 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DEf,41L -MV BLADE O' 50214.01-03,$0715.01-03.¢1004.01-05.51214.01-05.50317.12-06.1O6o9.01-10 AND 50210.01-11 AS PER SAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1888 AREA a• F V SLA.DE(11)AND W WINDOW R An (1Al AND E-1996 STANDARDS(MISSD.E LEVEL 0,WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE 0 50505.07-08 AS PER ASIM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 5 0725.01--88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION SAILS A-F,CONCRETE/BLOCK SHEET 6 2. HV BLADE(i)AND MY WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LJLNTATONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTAUA17ON DETAILS G-M.CONCRETE/BLOCK SHEET 7 DAlLS 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 5142.75'AND 114x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE LT ENA HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kai YIELD STRENGTH AND 180 kat TENSILE.STRENGTH.PNS$HALL BE COATED WITH BERTINA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED (:ENIERMAT£N-7EBALTERNATING DETAILS MV SNLtT 9 COATING APPUCATORS, REGISTERED WITH AMERICAN SUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MMBGNG ON THEIR HEAD. END CONNECTION DUALS 1-6,CON(XtEIE/BIOCK SHEET' 10 4,ALL ALUMINUM EXTRUSIONS SHALL 13E ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 W AND 35J 10i FOR 6005-T5 ALLOY. MAXIMUM.`CHAD TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SOOTS WITH 50 kai MIN.YIELD STRENGTH AND 90 k i MHN.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 S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 3G4 OR 316 SERIES STAINLESS STEEL WITH 35 Is1 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEETHE FOLLOWING SHEETS FOR ANCHOR SPECIMT10LXi:FLY SLAM 0:12,13,14.15 MID 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE D&® WORKING IN UNISON: 12,13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 &THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR ESN PARI'BY U,S.PATENT 15.458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 1- HV WINDOW BLADE R ONLY 9.R SHALL BE THE RMPOWA13UUW OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST DEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE.DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL W AND HD AREA q,. HV WINDOW BLADE C77 ONLY CENTERMATES AM ENGAGE OR LOCK ALL HV AND NO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING,LABELING N COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSrEWS INSTALLATION SNALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOLTS NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,E.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION NCLJDNO LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.•PRONGED 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 CONTRACT'OR'S RESPONSBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. Ld)SITE SPECIFIC PROJECTS SHALL BE PREPARE)BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE F ESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.EO.ENGINEER SHALL L SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. {e)ORIGINAL P.E.D.SNAIL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. ,III„ FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone EIR A. '•,/���' -- 0 2015 EASTERN METAL SUPPLY.INC. V �ICEJ I•` '_ �. BERTHA HV'TM Accordion Shutter System ® 1.C. ® s ® ! KY.MADE#1 W/OR W/0 H V.NtrIIJaLv RADE American Shutter Systems -V.tk 0ESCRwrC4 DATE ORA"Ln: M.L. TILLT TESTING & ENGINEERING IICOMPANY 'p'•. 4Y(AtF pF .�*" Association, Inc. , OLD 11-192 4/I3/15 OAr: 4/13/15 G1.n•. ,� ,, esss N.w.asu. :Lo.Eos.vA, CvasEU+s.�arsev.�3I 4268 Westds Drive(30$,3))8)0-153J.F-Fax:(305)871-J$]7 rocz DRAWING Na ��((,�, o-mal,Wt-C-1.com `"lest Palm Beach, Fi_ 3350? 3 .I$_085 0�/�L F�G`�a;\ WALTOMA�OLU'Jr.P.E. 4 YA�rEi LLAA7 11.0ROA ic.®44167 5 SHEET F.E. S;4I.17ft TURE/DATE 1 OF 20 B,ADC VARIES 1;318' 4.371• - �`6 4.}85• .....................� I 0 • �}irS 4599' V\k (SD HV 90'/t 8(r STARTER L'J �HV UNIVERSAL FLOATS - °� QUALIFIED OR USE W/ D UNDER US PAT 8458179 QUALIFIED FOR USE W/ HV BLADE U HV DIRECT MOUNT HV BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TF..MPER "SEE L'Mtl'ARONs OF USE OF BLADE ®ON SHEET 19 BLADE l t) 6063-T6 A.LOY Atlb TEMPER .124' 3.226 1. 6063-76 ALLOY AND TEMPER �����"500'---��] 1 06' �'_. 7• ...1:_ _._._...5.:55§'.—.._....... . "� - 4.897' s9s. 'i.000- .670" 2.226' .. 073 + _ ...�o •' _. •�,. L._. ry N • -.. HV ADJ. ADAPTER W/L� � T. s.'a6 ,j757�' LHY WALK—OVER TRACK �- 3. e' QUALIFIED FOR USE'W/ HV C6�HV ADJ. FLOOR TRACK BLADED QUALIFIED FOR U-E w/ HV HV TRENCH TRACK 2 3.760- 6063.16 ALLOY AND TEMPER BLADE°1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY D TEMPER BLADE( ONLY, i1— HV RAtOGU BLADED — - 6063-T6 ALLOY'AND TEMPER —QUALIFIED FOR U E E Wj t 6063-T6 ALLOY AND TEMPER =' YAFi!FS BLADE I -T6 ALLAY A MPER VARIES • 1517' o _ _0.93• OBJ• 1 .. .- - �..093• _ .093 0� .100' .. m 0� m � —.093' 060 870 ----- - d tb .060_ - by • ...._._-.... n v +v r _.. A2393 67aGro; 3.szs az j _..._._............. _ 3:5.12_.---.---I c� i ._..-•35Zo'_-___ 670 .✓.,. 1 HV HEADER/SILL �l ` g—K—J (fit) HV CEIUNG (�EADER lJ HD CEILING HEADER/SILL QOIiLIFIED FOR USE Wj FN BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 1�0 1 �,1rt WALL HEADER/SILL (� 6063R ALIO AND TEMPEk QUALIFIED FOR U5E W/ HV < ..v SEE SEC'RONS FOR VALIDITY- SEE SECTIONS FOR VAL' QUALIFIED FOR USE W/ HV 6063-T6 AI.I.OY AND TEMPER 6063-T6 ALLOY ANO ER - 63-T6 AL.LOY AND Lt.._... I COMPONENT A 8 T1 T2 i X Y t 0.125' 1' I' u.062- 2' S•NAX. 1/e' i e' ....__......._ 2• 5'MAX. 0.192' 0.192' ---�--- (lb ANGLES — - -- — --- ` (20 CORNER POSTS QUALIFIED FOR USE W/ tN ALUMINUM ANGLES - >': z.s• r MAX, 0.19°' o.t9u' UAUFIED FOR USE W/ HV BLADE(D ' QUALIFIED FOR USE Wj HV BLADE(t) 6063-T6 ALLOY AND TEMPER BLADE( ONLY, 2• 5•MAX. 0,139' 0.131' 606 - AN T 6483-16 ALLOY AN PER FLOPoDr1 6UILDiNG CODE(Non High Velocity Hurricane Zane JJ (0 2015 EASTERN ME7AI.SUPPLY,INC, BERTHA HVTm P: ENS �� " Accordion Shutter System - - �1C �. o�� w�w rtv.BIADE a W/OR w/Q KV.mroaW BADE American Shutter Systems oFsea;imox_ DATE 021'"N er: $i 7ILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD tt-!92 V13/15I VW� .- 4/13/115 STATE OF ;I sass w.a61n s. e,aos xG xu eArs6o s,Rc a.sa,e ---- -�--- 4268 Wastra0ds Drive z _-._._...._. DRAWING No '+Rosi Palm Beoeh, , 33401 a __._...--_---� 15-085 4°° F5;•.'••.••••�\�O`• WALTER A ww uTER 'TILM Jr.�.E. _..__.. a <. •4167 c s .,HEr LI §_744.5..".. 745' 2L7 IE CAST 2.293- .70.5" "1 334FLAT uD e4wa &F;XLT -M CAST awAD VwNrw T_ Fit (2 TYP HOLISM PALI=ENAMEL DAM to T ;;r ci E —W..Am, cnaom Cl Hv CENTER a4, Lry &RM(awtowe (NRAaTMi FUM) MATEO) QIJAUFIED FOR USE 1Y1 Hv I LY _HV FLD&TING C HV EGREM LOCK 6063-T6 ALLOY AND TEMPER OU ED FOR USE W/ Hv DIME i &Cj�ONLY -------- QUAUFIED FOR USE W/ 14V SE IN w 6063-T6 ALLOY AND TEMPER Hy CORNER CENTERk1ATE BLADE 01 ONI, 2AU 0 ALIFIED FOR USE W1 HV BLADECI)ONLY ............ 45063-T6 ALLOY AND TEMPER 1.756' _S2_ 7.019' LT53' A .380*AFTER R NO 06x BEFORE MV"NG rS.S. THU�1RIN T* Z4* —20 V 0 A or SMIM 91144 ALUMMU(2W.4-73 ALLOY)FARCE f 6;TK.4 SHMf NUTWIF.'Aff I COZO.AS Mk%WXT%WED AVEa FMN FRONT aZVAnM HY MALE .."T" LOCK CENTERMATE ChVW 70(10M,PASSIPPDMU,HLW JIES­Ql,,— QUALIFIED FOR USE W&ADE(OJONLY Hy-FEW 'T'-LOCK CEN LOCKER FOR -T' LOCK,CEITERMATE W LE TERM E 6063-TG ALLOY/AND TEMPER QUIURED FUR USE UALIFIED FO wl Hv QUALIFIED FOR USE W/ HV BLADEOONLY QUAIJFIED FOR USE W/ HV BLADE(i)ONLY W1W BLADE I ONLY 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPERT ONLY. - 1917 3.161 3r G.3. 06 CYLLNOER OR KEY CYLINDER -545- IR 873*W.. 1 .12V M. HD CENTERMATE W1 NO 0 B.Q.-CENTERMAT o �d 0 QUALIFIED FOR USE W/ W GLAD QUALIFIED FOR - HV BLADEQ1)&OA VARIES. A Y A HD CEWER I QUALIFIED FOR USE W/ HV SLADEQ)&(f� IA • 6063-TS ALLOY AND TEMPER —ACETAL n4awmm *1/2- 00 CYLINDER OR KEY 7747. CYLINDER _LM-KING ROD-A 1.75' QUALIFIED FOR USE W/W SLADE01 75*0 HI) LOCK 6063-TS ALLOY AND TEMPER 0D6 HV 3/8"0-16 ACETAL r 20 AISI .304 DY REGEN'i HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. VERIES S.S. THUMBW 2% 4:5)INSTAIJATION WILL REOUIRE A 7 OLE THUMBSCREWS REWS QUALIFIED FOR USE W/ HV BLADE D& (A' AT TRAC EMBEDMENT UALIFtED FQR%"M!!M OUAUFlEO FOR USE W/ HV BLADE 10 FLORIDA BUILD11 CODE(Non High VelocitZ Hurricane Rune )Oijjy BLADE 1 ........ 0 2015 EASTERN METAL StW-FLY,INC. lzz '-- _6EAR—THA_HVT, Accordion Shutter System Z:T:I7L: E C Ot m c, ANSESSAAKS KV.(BADE#1 W/OR W/O KV.WNDOW aAlX American Shutter Systems tev.16i otscwrm QAM 09.0"ft. scL :4-z TILLIT TESTING & ENGINEERING COMPANY Association, Inc, OLD I L-192M12 4/13/13 — 42158 Wo 16i 1,? DRAWING NO 07 3 gslo-�l*kl� West Patin 8�cch, FL j4 15-085 WALTER A.TUff J,Pl. 4 rr­ ,E SEAL/SIGNATUPE/()ATE S i 17E E 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR �— HV Q HV 3/a•m 12"MIN. 1C£ 41 I 70 S ADEI P _ B O HV GLADE 1 ( .0625 t,,,WI .o62s' I /'� A FI { NDOW 6LAM .062 5 srrna��'x .j}..._ HV BLADE 1A tt to ............................_.-._....._�._ ............_..__................................ .t _._!. 1 I 8LADE'S I 'm OPENIN .0625`^1875" Y HV LONA RECESSED NYLON BUSHING i E aTo� N ' �) r oi a6zs .-_...._...-._.............._......_....-._...�--— --- HV SHORT RECESSED NYLON BUSHINGRI n £ I I �,1 ILAI 6l HV NYLON HAT WASHEROOR .4W WHEEL CARRIAGE AISI 302-303 SERIES ( I4 �0.870'X3/16"THICK NYLON WHEEL. L.1_ HVVN�j - ---....-. , J 0 1 SEPARATION 43.7500" 0.16886 At51 302 SERIES S.S. RIVETS a� gE nEN 06iHV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR il; OP ON 5 3TERS ff;=t. aSDO. a OPENINGS --• ------._...-----.......__.____._..--- 4444_.1_.. o FIV 7 3/4' ACCORDION PIN W #8 HEAD * ...._..._......1_ _ 4..• " f z CLEAR WA HV _-----/ _�_- , �_..... r 4 �47�.t POLYCARBONATE IMPACT RESISTANT HV WINDOW i E T+EErT HV WINDOW BLADE fnA AND — p POLYCARBONATE ii6 HV WINDOW DETAIL ® .... '• �/F�i/ ,f• D OR(g `5 4 or 3 4.444... _ N. S. kEaU�GTEENiS) j I OR ® I I '. �c O Y Aft QiJf 7� IMPACT RFStSTAN7 HV WINDOW j I I ��• EIAYE:ft MAKROLON 3103 POLYCARBONATE 1 I RESINS, UV-STABILIZED GRADE OR SABIC IEA 1A 1 5 To BLnGE M INNOVATIVE PLASTIC LEXAN 103 RESIN * PIN 1EQUIREMERTS (- `; I (SEE NOTE "F" ON SHEET 19). ' 0OR (D i ' (i) NV PIN 19 SHALL ALWAYS BE USED AT ALL EXTERIOR n7w BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR i " I i POLYCARBONATE SOURCES FOR 44 HV ® BLADE. jPiCAL SHUTTER ASSEM8LY EXTERIOR ,ate N. 7rPtfx PlsPaenES BTAN¢JID wam NV PIN®OR AT R✓76�10E „a,�y�im (2) I-IV PIN ® MAY BE USED IN UEU OF ®AND ONLY AT ;:{ EXTERIOR : u�+ s BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 00-324'-\ T (SEE NOTE FORSKMC s � awmr Am alas eau mom' 0."1 er' BLADE WHEN CORRESPONDING TO INSTALLATION 11', SHEET 7. D� tF 1 O 3 REQUIREMENTS) 1�VIED sulaim" AM E DOM 9'.w v,i vxw P.� TTP. Ftfla M smTNcn+AT r,9.0 AM o190 +zs00 J I` - S3.400 v.;. (3) HV PIN ©OR Q W/ 1/2' O.D. 1/16" THICK S.S. WASHER o' O ~} I nexurov"nen=rs un oAa 3.00w vim. >•sca v.si 11 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL_ X, `?per o10 SHEET ® V ? I NOTMO)roo AM one =a + I MI,maws aWArrcT=- PXM OUEM u1V Dw, a72 x e+.6 x MAX WHEEL CARRIAGE DETAIL FATE OF euASK Asn.oats c-1 aAsS c-1 C1 �.r.s ASSEMBLY LAYOUT N.T.S sny AMU DIN tows 0W r AS1M 6155 ITIME:SRF11nR1 AF7M WCA71RWM ASI"408 9302 Pa.i. 66w P�L ii HY BLADE SOLID & (A HY WINDOW BLADE DETAILS , °""""°'��° "'" N.T.S. FLORIDA BUILDING CODE(Mon Rigs Velocity Hurricane Zone' 0 2015 EASTERN MET&SUPPLY,INC. Hvw i � 911, E C ��,� a ■S,A® Accordion Shutter System H Y,BADE#1 W/OR W/O FIV.WINDOW BLACE G/ , ��-^~_ American Shutter Systems 66CN1PT1DI1 DATE DRAWN W. M.L TILLIT TESTING & ENGINEERING COMPANY • J7 Association, Inc. I OLD 11-1s2 4/13/;5 DATE: 4/13/15 AI E 6 s5 N.W.scm.s,sec sos,wrOnA eA eENs.ncA w eat OF (:05)871-1530.Fav:(3057871-1631 4268 Westroads Drive z DiuIWtNC ND F'•• ORf4A ,"aa: West Palm Beach, F.. 33447 3 WALIERAX nLLR1N.P.e. - S—DHS FLCRIDA Lk.F 4.16'7 s J HEET P.F_. 5�1�L+/�511T1 �URE jDATE 6 4 OF 20 OTE CCC''' • m'''���111 s ON Hy LO ANp_..CENTERMATES: e t c t I u N s r u a 1. MANMTORY COPm(RaN,61.ONE HV LOCK 0 or I@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN + ��• � `� OR 12'ABOVE ORB 2 OF SHUTTER SPAN FOR SPANS UP TO TOS'.AND FOR INSTALLATIONS r ANY ELEVATION. FLV LCCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO W OR 4 CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICA . _ VTTER (NATION. 2. IF DESIRED, FOR SERER PERFORMANCE OR FOR SECURITY PURPOSES, UP:D TWO tN 1 ®�, LOCKS ONNECTION OF LOCKS T�Q�IWLIIWIIA�11�11" SW4LL BE AS(NDICATED ON NOTE ABOVE SHALL BE AS INDICATED TEED)ON TYPICAL SHUTTER ELEVATION. v0 / 3. �? IS LIC>:T1 WlTYiO H.V_LOCI LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY BE USED IF DESII TD ENHANCE SHUTTER PETRFO MANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STALKING POSITION (NON HURRICANE POSITION). • ON E HV LACK r S " BE USED AT CON ANY SPAN o AND INSTALLATIONS AT ANY A ION. or` USLO AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CEWIERMATE W/(2) 1/4 0-20 x T/2'LONG FLAT HEAD S5. M.S.TWO LOCKING RODS('S AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. — NDe_-MVC s McWMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 1.2- IN 2 d ��,>9 3 �� ONE ALTERNA?E HY LOCK �1 MAY SE VSED IN UEU OF f{V Lt]C!C 2+6 or FOR ANY SPAN AND IN- STALLATIONS AT ANY ELEVATION.ALTERNATE LOCK 2� MAY 8E USED AS M1`(NSiDE OR OUTSIDE LOCK.ATTACHMEN( � ��a�Dt ��� OF t/4'0-20x3/4"S.S.THUMBSCREW TO�OR�CENTERMATES SHALL BE MADE 5V/ 1/4'0-2tlx3/4'ALUM. � T NyEE�' M°0'� r �$s RNNUT PS SHOWN ON SECTION INE, SHEEP&. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO SYes �- LOCKS AT 1/3 OF SHUTTER SPAN. I. —MW 11WDMON i;FOR ID:VSTONE MOUL�NG NS'ryI1 t11MPC• ONE HV LOCK 0 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 t � TO B8',AND FOR INSTALLATIONS AT ANY ELEVATION. WLOCK 24+or'9b or CO MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO or�0 SYMMETRICAL CENTERMATES W/(2) i/4'-20 x t/2'LONG FIAT HEAD S.S. __ ,0 LY SEE ENO.......t , -{i OR•Q1 TOP AND ROTI"QM IS COMPLETELOCATION OF LOCK SHALL BE LY DICATED MtWDATORY.ON TY?ICAt SHUTTER ELEVATION. USE OF LOOKING RODS 0 WI CONNECnON DETIt, ONto DSHE 3 TYP.FULL It 1 - *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER -- IID My FOR TRV'P LACK 0."D CENIFRNRFS AND 1.s c JLTFSEt.•TE TD k� aolsLs��]�s _._._..........._............................�. CENTERMATE �, ONE ALTERNATE.HV T LOCK(5�MAY BE INSZ LLED IN UEU OF HV LOCKS OR r FOR ANY SPAN AND C7'��'C�_�.0� � I4STALIATION AT MY ELEVATION.ALTERNATE LOCK f(�C,.�1AY BE USED AS AN INSIDE OR OUTSIDE LOCM ATTACHMENT V l„ l../ OF LOCK t INCLUDES USfNG RE]NFORCING LOCKER(tJT,AS SHOWN ON SECTION LiVG, SHEET 9,lttiiCH MUST 8E �l.•@�� . '�l°R�`�� .�.._.._ CONNECTED TO CENTERMATES 4.0 AND W/ 1/4'0-20 x 1 1/2'LONG S.S.3HPFADED BOLT W/7/8'0 x 3/32' -=� WINGNUT OR YJ/ 1/4`0-20x1'S.S.M.S,INTO A 1/4'0tt 5/8'RNNUT.LACK MAY BE INSTALLED AT MIDSPAN OR 12• (^•`7�-@-(6)-0<(I j cA MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS( TOP AND 80TOM IS MANDATORY. 8s • --s)-f?) @3-1�4 4(5 6q1 *NOTES ON HD LOCKS & T ES: I igZ erx HD CENTERM!TES tt}� OR(3 W/�x�: ONE ALTERNATE HD LOCK(14 MAYBE USED IN LIEU OF TYPICAL �) HV BLADE SHUTTER ELEVATION MJ La���(1%FOR ANr SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LO LOCK f!�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCKTO fS IS W/3�B z 3/e'F.H.SS.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT� AS SHOWN ON SECTIONS HDB—M AND'HDC—M.Sfr�HEET t0.LOCK MAY 8E INSTALLED AT MtDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIOSPAN.USE OF LOCKWG RODS @IS COMPLETELY OPTIONAL FL IDA BU1 I CQ on High Velocity Hurricane one ®2015 EASTERN METAL SUPPLY,INC. \yCENSAF' BERTHA HVTM 11LIECOon-, KV RAM#1 W/OR W10 RV.WINDOW RAM ccordion Sbutter System American Shuster Systems OESC CFD00 Dare 4NLtW i BY: MA. TILUT TESTING & ENGINEERING COMPANY Association. Inc. i I OLD 11-152 4/L3/75 QATF.: 4/13/15 STATE OF Z 6533 N.W.3GN.St.Su.3[A.V3KID1U G4C M,FLORC&:3t 4263 Westroads Drive x F'hona (30S)871-1510.F¢,t (305)871--1531 DRAWING No i� RI t r-mdc t t<co0om.cem West Palm Beach, Fl... 33407 3 NALIFR ADi0671Jr.F.E • rJ—C18J JJF7 11i" IlC.PIDA U r 4 4itC7 9 SHEEI P.E. SF��fl1C!diUF.E/DATr 6 `� 5 OF 2D CRETE ANCHORS POURED CONCRETE POURED -(SEE,SCHEDULE ON OR CONCRETE t3I-UCx 1/4-0-20x3/4"S.S. POURED CONCRETE- SHEET 13) REQUIRED MACHINE SCREWS CONCRETE ._ CONCRETE ANCNCIYo REOUIR£D,. __,-,_ REQ A (SEE SCHEDULE ON Yl/7/4'-20 ........ CONCREIE ANCHORS .... ..... 17 18 FOM M(SEE MpUNTN ON SHEET 7) SHEET I3) NUTS O 12"O.C. (SEE SCHEDULE ON SHEET 73) _-_ + 1• lJ 1 - � I {'Min. ,.-.1/4.0-20x3/4•S.S, f Min. -.EQ -1MACHINE SCREIWS• USING 1/4•_20 IWTS 19 ® 12'o a. Y/2"!/ { t 13 aR 5 tr-�; / i -13 15-.250•Mox. /IM 25o"Mcx. I' { I ` < .._._ OPTIONAL '• 710NAL TO�(s> I-. Oy I C (7_ � i MEN.SCHEDULE SEPARATION TU SHEET 1 ___ Re '✓�R `",-' j � WGlTAS5- '(SEE SCHEDULE ON SHEET 1 f) . DUSTING ' FNBIXgLV iESLD1� ' I N.SEPARATION TO CLASS SCHEDULE ON SHEET 1I) 1 ...' W_- IXS - (�HV WALL HEADER INSTALLATION uv WALL HEADER_INS_TAUMON (`Bj HV WALL. HEADER INSTALLATION + KEYSTONE � ___.._...._ MLN.SEPARATION TO GLASS 1 EXISTINGaASS -�....'__.,.....�.__. T - `�` I t �� r—'-(SEF SCHEDULE ON SHEET IT) cv. I ro �_N -DOR I MIN.SEPARATION 10 CLASS ' ' - "' r GLASS L_mirnat•RL!km (SEE SCHEDULE ON SHEET T 1)- I i IT FDR wM 1;ua•... II 1 11 .; Om�01&Q) EXISTING CLASS—; / OPTIONAL j t��r�L!�y1{� pr�LLgi�N{IL� ii Mox. _- - F..... — Ot aPTIQNAI i, ,i ._� , 13 15 I E D,4 i i i,i r �, i i " /2• x-19 i .._....13 on y..... n _ 12).R64 t . / �_1/4'P-20x3/4 S.S. M f/4'm-20x3/4'S.S.PHILLIPS —J — - ---- EO PEULLPS TRUSS HEAD �/ L._ MAC}ONE SCREWS USING f,/ 0...7I _� %_ CONCRETE ANCHORS __.......TRUSS HEAD MM1CtfiN£SCREWS 1 • ...r........._ ON .ANOTiQRS /" 17 1$ 1• I 1/4"-20 NUTS O 12'O.C. POURED CONCRETE .... ._(SEE SCHEDULE ON tYJ 1/4'-20 HUES O 12'O.C. /// SHEET 13) J (SEE SCHEDULE ON SHEET 13) f Min. OR CONCRETE BLOCK POURED RErt BATE REQUIRED OR CONCRETE BLOCK _._. ISgNCREiE ANCHORS WALL REQUIRED Dl HV WALL SILL INSTALLATION (SEE SCHEDULE ON (f HV WALL SILL. INSTALLATION POURED WNCRET _j SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION E,Ot*"FbR-�.N�K,nDN QF i_- INSTALLATION DETAILS W/ t-SEE SHEET 4 rOR TYPICAr c a.-PAGE DISTANCE SEE UM TAnONS OF USE FURL iJ HV BLADE ASSF.M-aLY (SEE SPECIFlCATiOHS O•N SHEET 13) BLADE to ON SHEET LB2-MOUNTING SECTIO CAN IN ANY'WAYTO SUIT HZY INS UEt11Ub FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone / ©2015 EASTERN METAL SUPPLY, WC_ BERTHA HVw ��L E C ,N�. a�L.�. ECCE#1 W/OR 10 RV.M System wv RADE#1 w/crt w/o RV.�sraav RAX _e-,���/f j American Shutter Systems mrscmmcn DATE aRkM an M.L. ,"�• TILUT TESTING & ENGINEERING COMPANY agsOCIOfIOtt, Inc. I OLD 11-192 4/t3/15 Le+1E: 4/13J15 :.X15 n.W.SdT.St.54.JOS.MR60AA W DENS.FLCROA 371 Qom- E[ (3os)e%1-1330.Fca:(365)m%1-a 31 4208 `N siroads Drive z DRAWING his � ` Y1est Palm Beacti, EL. 33407 3 2...oues7:s a rJ-OarJ /ANAL T WALTER A TLLIT Jr.P.F. xAxrfr+rer yytia�+"�` nnrron L;<..0 a4T67 s SHEET P.E. SEAI.YStTURE/DATE s 6 OF 20 RED 10 OR it EXISTING ___01 TO (SEE TO =( Csu REQUIRED i 9 SLAB IF APPLCC_AW_E C40MCRETE CLAS LSTING ANCHOR LOCAVON .5/4-HEX WASHER HE-AD CRM 0 12'O.C. EDGE OF --CONMETE ANCHORS ICABLE 6 7 (SEE:SCHEDULE ON SHEET 1-3) OR EDGE OF SLAB IF EXISTING EDGE OF APPLICABLE CLASS ✓ SLAB Iff SLAB IF APP FIAT HEAD CONCRETE ANCHORS IOL APPUCAME POURED CONCRETE (SEE SCHEDULE ON SKEET 14) C , C M OAS ME CONCRETE_ REOVIRED w4nu ON MfEr REQUIRED HEAD CONCRETE ANCHORS/-T w SIw I%FR I OR 0 CON"RE RED o.SCHEDULE ON SHEET 14) TRENCH INSTALLATION 01,2D ONLY FOR UP TO +.70. -75 pSF A.S.D. CDHV WALK—OVER INSTALLATION DESIGN PRESSURE RATING FOR SPAM PER (6) HV CEILING INS ALLAT (9 HV FLOOR INSTALLATION f SCHEDULE #3, SHEET 11 00STING ANCHORS CONCRETE ARCH ...... (SEE SCHEDULE 0 -/*'0 OW Bria IAKW W1 & AUI*I=IIfS/."iD10F 7=OXW OR 1 4 PCVMRS. EXISTING FAMMI%S TAPP04 ISTI A100is W/ MAX. NO 6LASS-_::�, CLASS I -N. LASS -J 3/4* 04EX09 0 IF w It) OA pm up To�r-o*spm*0 cc LARDIR It" -A -e VAX APPLY 1/4- AUTP= �=ff CIV4(SEE NNE tF AD "V,-,0.3/4*HEX e.] OR WASHEIR ifEAD 1 7 SFALANT-- TR �j I_ UK TEK SCREWS SS.5 • -20 was 4.3/4' 14� No /,'# #14.31r S-0.5 Ile q" O.C. R Mo... CONCRETE ANCHORS q)r�X! , ':C SCHEDULE ON W/NUT 0 9'O.C. Emma WN MXWRAL SHEET 1a --WAL TRU(CMRAUX Z�7 01w@ -7 Z 17 N SILL) F.H.S.D.S_ Potwo Cu4pm VAB G a 9'O.C. Amcmj ..SEE NOTC 13(4) /17/.-/L,1 7/8- _E ANCHORS NOTE 13(b) RETE— (SEE SCHEDULE ON ON 514M POURED CONCRETE-- I POU CONCRETE—' ON SHEET I OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK ............................. REQUIRED REQUIRED Q }KEY ONE MQUIRTING INSTALLATION oPnDNAL POURED./ g) HV WALL FLOOR INSTAL ATION HV WALL WALK—OVER INSTALLATION wyaiLw vvmm sw tr­II, 0i XQOU NGUARD INSTALLATION t MGM t THIS INSTAuxnoN SHAU BE NOTE MR r.D.=EDGE DISTANCE REMOVABLE%IIEN PERFORMED E. ut�nATIONS OF USE FOR ADJACENT O AN OPMMAL.0 EXIT 1-SEE:SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCETBLADE ON SHEET 19 INSTALLATION DETAILS WZ (1) HV BLADE ASSEMBLY 2- uOUNTINO SECTIONS CAN BE COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. FLORIDA BUILDNG CODE(floq Righ Velocity Hurricane Zone, 02015 EASTERN METAL SUPPLY,INC. Jp�arGR .. N.........Tltzl BERTHA HVTM �yP -��ENSF Acco/ rdion Shutter System TME C 0 KY.MADE#1 W/OR W10 RV.WNDOW 9 American Shutter Systems Ea. es x Plwa DATE DPAWN Wt M.L TIWT TESTING BE ENGINEERING COMPANY Association, Inc. 1 00 11-192 4/13/15 DATE. 4/13/15 E 0 4.755 rtix 36m.-R.. CAPDOC.FL CRFA 231 A 4268 Westroods Drive 2 Ph— (_305)871-1530.F..:(305)h7i-1531 T" —CRAWING No __1h lift..0­1­ 15-085 West Pcim Beach, FL 33407 M_006719 A WFLORALTER A A.TILLI J 4,�1 67 P.F IDU-_# 5 SHEE' 6 7 OF 20 P.L. R SEE END WALL - — *SEE NOTES ON LOCKING RODS 0.w OUT 9 �IN EXISUNG MASS INSTALLATIONS WZ (D HV AND ALTERNATE h%'LOCK 0 ON SOW 5. **wDI:3,kCK DETAR.11W VAUD BLADE W/ HV CENTERMATES CUTTE(WIMES (WITH WITH SLAVEFOR01 ALL SEE END WALL CONNE00N 1—COSTING GLASS QUAILS ON SHE= 10 jff-� 2*.2"XT1W.0"-0 6. (603-TO'%LL"&M @)- 7" ANME W/(2)1/4*0 TAPCON @ SING a TO CONCRETE gep-01-14— CENTERMATES MIN,SePNIAMN ii -(Tr S..M.S.9 12 CENTERMATES AT CACll ANGLE,'MV) O.C.FULL LENGHT. W/ HV LOCK TO CLASS SCHEDULE =IN ON Er 11) 5 35*7 .......... 40—A 5 Cl) HVA HVB @ @ VC -POURED CONCRETE or? CONCRETE 61=1RALL 65 �@M cLAss SYMMETRICAL ATES MIN.SGIARATIoN EXTSTN i CENTERM TO GLASS DKI F w TIONAL (SEE q('QwLE ON'SHEET 11) MIN.SEPARATION (SETlp=LF IN 0 ON- E I SHEET 11) (INTERIOR) ON E(E 16 O.0. ..... 03 6 1/2"MO.SLACK HVQ OUT (EXTERIOR) HVE 0 Fo Oil HVF** J FLORIDA BDlLDIldO ME(Non ffigti Velocity Hurricane Zan Q 2015 Ekslum WIx SuPPLY.ING, BERTHA HV ECOiwc. �rSystem. TM waw- Ild A.S.S.A. Accordion Shutter KV-RAM#1 W/OR W/40 FLV.'M TILUT TESTING & ENGINEERING COMPANY M =wTion CATE DPXAN WI, 4 American Shutter Systems Eu. p &Z bus 3,.w.xtk"St..St..3M,V%4M"GWVM r�--PM 3,316 Assoclation, Inc. QAn: 4/13/15 Pl—(7W)$71-1530.F.— 4253 Westroads Drive "z t;)V" 1-0. uft�-Q..f719— �A�e' OFAWING Na Test Palm Beach, FL 33407 WALVR TF 15-085 P.E. -LUT 'HEET FLORCAA.U..0 44167 6 OF 20 ALTERNATE ON W V "T" LOCK & INV MALE/FEMALE "T" CENTERMATES 8) LOCKERS V BLADE SEE END tb)UN•mom M#AS 0 cuccrc 10 t is INSTALLATION 61) HV BLADE QUT €N-(�} `�,� RAZW0 oaAR mw.a�avaan oN sfm s. Wf HD CENTERMATES6•�.�5�_Sf PtiJ �•�ly` AS WELL 1S UNWRSAL fwmc f3ADESD DL7A4 MN5-1tW. >nrncaEo aM nus s++cEz;wcr a�wo Wnt"Ras x'ca�ru i •Q�a�' �`�"' na�Aw nemL HM 5F;eWM E Ras ME END WALL tXHdMECfIOM— DUAIIS ON 2= 10 Ik I8 {saoY-ra wur) (D-04-6-4- All wpct. r , mer z)V•'+ aR ccoltaw _$n'' t toMrAe�v) 54# tavciavW ......._._.___ t{3#taxi/EA S.uA r OF) � ..jlaS/f-P%U •LM.•••._—,»��. � (4)N.V. � —•—.—••—.•• Ar EACH ARQE.tm9 o.c T:u LEt>asa: Y 3 Y:M. r t L' ,(HV "T" _!t,.... PINSH,{TTP) I€J pmts"i J =-71- j�_ / LOCK (INSIDE) •' _, csrx�,.ewc - ._. i 29 Yicr 3 31 Oa 31 os _ 31 oa 2 �... OUT {� �}'� 3a 'Q Q _� I NIL o,At * r LOCK SMTT s @ * I=A Z .W1 7/8 0 x 3/32 x W NGNUT. <am�'tJ tipA—HVB OUT tarry HDC_NYC i�0 HV "T" LOCK (OUTSIDE) SYMMETRICAL H0 CENTERMATES SYM TRICAL HO CEHTERMATES t alms%-4 xuwMw �((y')k W/ * LOCK (EXT 4R� Lam. LAK (€�tTER€oR} zona 3 uwa LARGE FLOME TIM SHEET WITS T.FARr/Gam. c��aa�o�•®«� ---�•��©-tea-�R AS"WiFACtURED me AMM QwxM 1100k PAW,24KNY.WW 4ERSCY --8 - \J SCE#UM4RSfJ.Marrs{maxlIK =iAGEWS-Loc.%xom w.tL f 5 [OGt9 PN S(EEt 3 3 m g ar HDD—WD** EWMING STACK FLORIDA Bi)UING CODE Ion High Velocity Hurricane Zone TF(1ij'`,,��- 0 2015 EAMV?M METnt,SUPPLY,INC- ........... s� ' u .� ....�.�.:.... BERTHA HVTM � Accordion Shutter System G INC. � ■ ■ ■ H.V. eI>��f w/ca?W/o i�v'1dNDOW elate 47 `� * TILUT TESTING ENGINEERING COMPANY American ShC71#6t' Systems mc�+T)on oATEr DRAWN TATE OF �•, �+� Association, Inc. r oto Tt-iss {t+s I5 �ATe 7/13/15 6.^3f M.W.l6fh.51..Ste 3t733.'mtl`nlaA GN7DCH`++.1'VXt[N!!t6 i .., ansae:{,s(s)z)-tsao,rax:(305)s/1-1531 4268 Wes roads Drive z CRAWING No �tS .......... G\`�� -mc:taxFasa4Laa a Wes: PoIrrt Leach, FL '33407 3 sfa�,., -OaDe7,sEo ....... 15-085 'tfrffJ fit A �il,� WALTER FLORQ\!'Un tA. 'P* 5 P.E. SEI�Lf tTI 4TURE/DATE_ 6 SHcETT OF 20 POURED CONCRETE OR -.........._....•....- � POURED CONCRETEPOURED CONCRETE �OURED CONCRETE ( CONCRETE ROCK WALL OR CONCRETE _ .. OR CONCRETE ..._._........._ OR CONCRETE REQUIRED BLOCK WALL REQUIRED / BLOCK WALE REOVjRED BLOCK WALL REQUIRED'r -EXf;T1N0 GLASSC / EXISTING GLASS (/ CONCRETE ANCHOR-- fJDSTRJG GLASS 7 t 2"MIN .. EXISTING GLASS "> m i6"D.C.O,C. 2'MIN. �'"�" 7'__ /'� ._ r LEN.33MFWMFJ 7^ 7 / _... / TO GAM(SEE •�' I J F UK SCRAWON' i idN EQ EQ 70 C2ASS(('SE ./" BCH SSI I MR SAM % O 4G l r� SEIPARVIGN I i SGIMU E ON SIM 1/18'xj'MAK.-..-_ ON SEET 14 FOR I 1 :{7EtYUT£Otl s}SEF � TO GIA4S(SEE Ii FOR BLOC£0"o (8063-Tfi)CONT, QMLADES(fl& 11 FOR BLAVEOAND (LOCATE AT��..�, ON SHEET 19 FOR ALUM.CLOSER CN SHEET 10 FORI .- . 11 rCR ISE®ANO li,.x�'-" _" TAADES(D Qa'� PLATE: LOCATE 1/2'_..� r ( , �9-TM(D&@1 1/2'��" QT& ETTFRrrE,,R Sl0£ AT EITHER SIDE .111" t 0P V) I _.,.._ 1 J. "- Of Q) / _�. ( .....7•1.USE 1'OR 2-MAX � f>_...._............... I �1G%7/2'S.M.S._- J iDxaS.M.S. _..,.i'_..___.... a 18'O.C. _may._..__ _._.._._,.y-' AL INUMCCUP ANGLE "z0'-2" Oil ifi"O.C. _ ALUMINUM CUP ANGLE t ! �,r4D-, t (6063-76 ADW)AT MIDNEK.TR',,,x ( 1 ! �..1 -'�..."• (1)flaxt/2"S.M.S.TO(D& tf i 4 _ (2)1/4"0 TAAOONS ANCHORS TO SEE DETAIL x ri3t,J WALL AT 1'O.C.(LOCATE AT .~�s ,{�• I I SIDE CONNECTION �R EITHER S:Dk:OF QQ) ) 0R lFJ I SEE DEFNL x TION 1l t OR TO TRACKS �- 5>pE CONNECTION �� yy;�-�� � V"�:J«�g^` .�o• SF'E:DETAtL X FO 4 8 TO TRACKS f �.l:J«9_..O.�« f0•�«�'�>',:l•YJ« SNE CON O 1 �aj«8 7D•�� L,_Vp8�«'lf•lJ��.�m B 7 , 6 TTRACKS '«'V"�• .�7'�°� �,.o.0«0.(x.0,« (D-0.0-0-OT -a o «o o � + ®•Q.�aQ.o.�� END CONNECTION DETAIL a END CONNECTION D T SND ONI���ION DEra►L 03 EN�fdNNE TION DETAIL(4� POURED CONCR• $REQUNRET3 ONLY FDR WANS GREATER THAN 12'-0' _ CLS4 NO GLASS REQUIRED RLOCK A' GLASS �..J IAN• ON �1+}if1/2_S.M. ,...................__'.__ ro (SEE �` / 78' .c. Met VON �/ 'u _� l°TLJ°R�°R TO CWS(SEE !./ L:j°"LJ 11 FOR AND CONCRETE 1/2'MIN. ON gam. . - _-_ ON S� FOR ANCHOR 0 T 1 EVADE®AND W CONCRETE _.. (4N;ES g 1Y le �\ rJ H (D&9 FOR �OR ANCHOR - ® 78' I/2"MIN. O.C. i �.._ - -I ' 4 - -......_...,_- T MIN. 2" F.0 OR®OR OR 2"Mitt. 2"MIN. t ..._........_...,....._.. ---•-- ---. BLAE(gOONNS HOEFT TUA FOR I OR 3 OR OR'( ORO« i _L3:^ OR p(A �.L �,( •-»POURED CONCRETE OR Cll 4R �' 6.0.07D- REQUIRED «a D ®« ___.__..`... ,�,� € «as•O«(B,� 1D•®« ETAIL It CONCRETE atWALL 7Qw�w�.�p•�« END INSTALLATION REQUIRED ' •y��«�• •�« 1 NV BLADE OR 16 HV WiNDOW LADE INTO CONCRETE OR CONCRETE BLOCK WALL D CONN DETAIL Q CONNECTjQN DETAIL @ - FLOM BUILD CME(Non High Velocity Hurricore Zone "'IS EASTERN META.Su". Tru;. ENO BERTH HVTTt Z It�--LTE-cMm Accordion.Shutter System ( - TKV.RAX#1 W1 CR W10 RV. WMCW MAX ILLTT TESTING & ENGINEERING COMPANY AmeYlcan Shutter Systems Ev.th DESCRt"ON "TE "DRAWINGNo STATE DF :c = 6A5 tCW..161T,St,sw.3%.4F�h14 GRW,' .FIDRM 331Association. Inc. a OLD 11-192 a:alis "3/' 9 Fh"-:(SO5)3Tt-1W0.rc :(305)871-103 4268 Westroeds Drive 2 "'C•• QR{t) c-mar:li%«omaa.com; �'Cjie`•`^ wn1.TE a uil-.a.E. West Potm 8aach, I'L 334Q7 i �.�QAAL SFLORIDA Ui.p 44167 P.E. s�Ftfc*tUAruF,[>aT 56 P�Uf_E ��NEDUtF SCHEDULE &A MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* -L+" {MUM SHUTTER SPAN*"L+" (€t.). FOR INSTALLATIONS W/ OR "r, ft.) FOR 2L AI„M11 LECGMND =IIA �•��� CEWESM TES 0 °& or or ( R "L-" (tt.) INSTALLAnoNS INSTALLATIONS W/„ W SVMMETRI nl tJTFR Wj ONE H.V. LOCK or or or ._5AL SEr M \ CONCRETE & & &q2 W/ONE HV LOCKS MANSORY WOOD P08s1TVE ASIDUGESICN°PRESSURRg7TNG GIVEN HD LOCK W/ NO LOCKING RODS or ONE HV LOCK ar®or L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & WR/ODS ONE HV Y" W/ NO LOCKING RODS CSR Wj NO LOCKING WALL A, S, C. D. E. M, N, 0. P> 0, ASD.DESIGN PRESSURE RATING, LOCK @ W/TWO LOCKING RODS 0 TOP & (SEE NOTES t,tt) Or MOUNTING F, K ,Y L R, S, & V. BOTTOM SEE NOTE$ tF (VOLA FOR MOUNTING 1 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET DOOR/CEILING CONCRETE&M,T%3D C. H. I. Il, J T. U. y/ g X WALL MOUNTINGS(TOPJBOTTOM) OR FLOOR/CEIUNC: CONCRETE 4 WOOD 1NSTAUAT70N5 w�aaeM CONCRETE MOUNTING � M "'f* °fid A--• + At Aso.DESM INSTALLATIONS GIVEN A POSITIVE A.&D. OESII;N PRESSURE RATING, WAU_MOUNTING FLOOR/CFJUNG �.9sc WALL UNAM4 Put':Tdxtk; may) MOUNTING WN9 do acia+c FL00R/GE1L1rtC u0twitNG DETERMINE MAXIMUM SPAN •L+"FROM SCHEDULE, t,at_) 0"'t.) f100R/CEQINc MDUNi7NG 4+.aL) OR GIVEN A NEGATIVE ASA.DESIGN PRESSURE RASING, T• -) .- 1«oa-) FLOOR 'ALL MOUNItNG_,,,, '�•'^•�•• L; n) L-W L4 M__..L_TA3 t f {6t L-{ttj-..._. L t (tt} I t-{I1} (} MAXIMUM SHUTTER SPAN 1+'OR OR 'L-'FOR DErERMIIIE MAXIMUM SPAN "L-"FROM SCHEDULE. 30 OR LES i6'-0' i6`-0" 16'-0` 76•-0` 30 46'-O' i6'-0' 30 16`-0' 16'-0` INSTALLATIONS INTO WOOD$HALL BE LIMITED TO FINAL.MAXIMUM ALLOWABLE SPAN IS EQUAL_TO THE 35 14'-10' i4'-70'_ �35 15'_2• 16•_tip' 105 psf.A.5.0.DLSICN PRESSURE RA[MNG. 1'SjUM DETERMINED SPAN BETWEEN 1+'AND `L-`, 40 13'-101 t3'-10' 14'-2'_ 15'-2' 40___ 1_3'-f0'�- 13'-10" 40_ 14'-2' 15'-2' ,�,",.� (3)PROCEDURE TO DETERWNE MAXIMUM SPAN FOR _..._...._45.._.__ 13'-t" 13'-1' 13'-4' ta'-3' -45 �73'-t` 73'-t' %5-.__ 73'-a'_. _14'..3` h'Y CORNER C£NTERMATE 3 MAY BE USED AT Ott COMBINATIONS IN SCIWEF•N WALL MOUNTINGS _ ............................. ...._._....,...._.._........................_.__......_..... 'W/FLOOR/CERING MOUNTIMS: 12'-8' 13'-7` 50 72'-5" 12'-5' 50 12'-3' 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS SS 71'-tO" iP^10' 77-Y i2'-tt' ...._._..._.__.�. 55 ii'^70" 7110 S5 ts`-t` iF'Nlf' SHALL BE AS INDICATED ON MANDATORY CUKD ITON QZ FOR A GIVEN POSITIVE A.S,O,DESIGN PRFSSURE BO 11'-4` 71'-4' 11'-7" }2'-4' 60 !7"-4` 11'-4' _60 10'-2" 10'-t T' NOTE�5,SHEET 5. RATING: _.. 65 t0 -TI _.-.»»,.10'-td' '-10' " tY-11" 65 10•-10` 10'-10" 65 9`-5" 10'-1"_ DETERMINE.,70 10'-6" 10'-6' 10'-9` 11 70 _ 70',..6• .rp'-gam..•. 70 8'-9 9-4' U+m MAX. SPAN FOR WALL MOUNTINC INSTALLATIONS, Let= MAX. SPAN FOR FLOOR/CUING MOUNTNG 75�- 10'-1' 10'-1' 10'-4" 11'-1" 75 i0 1'_. _10'-1' 75 - 8'-9' tf EXCEPT THAT MAXIMUM SHUTTER SPAN-L+-OR INSTALLATIONS. 80 » 9-f0' 9'-t0' 10'-0" 70'-9' FSO 9'-70" 9'-10" "L-'AND MAXIMUM A.&D.D£S!NG PRESSURE RATING FCR FOR A GIVEN NEGATIVE k5.LL OL51GN PRESSURE 9'-9' 10'-5" 85 9'..6 9`-6' INSTALLATIONS INTO CONCRETE OR CONCRETE FLOCK rDR A _....___.._.._ _. ,_ ,�,-, 40 9'-3' 9`-3' SFYIl.BE LIMITED PS FOLLOWS: RATIDETERMINE: 95 9'-0 $'-9' 9•-r' 9•-10' 55g•� W". t- CONNECTIONS TO KEYSTONE MOUNTING LI-- MAY- SPAN FOR WAIL MOUNTING INSTALLATIONS. " �- LIMITED TO +64,-72 ps.f.AND $'-0' SPAN, SEE 100 $'-3_ 8'-4'- 9'-0' 9'•-7' T00 $'-9" 8'-#' MOUNTING M ON SHEET 7, ts--W"SPAN FOR FLOOR/COLING MOUNTING ..� _......._..__. ._ INSTALLATIONS. g'.,g' g•^4' 105 d'_7" .._�s_1i.__. .,_._............. ...W-4' 7'-=7' _ , ' 110 $-4" 7'-T..»� FINAL MAXIMUM ALLOWABLE SPAN fa'EGUAL TO THE 8'-4` W-11" 115_ `W-2'TT. 7' '-- MINIMUM SEFNEEN 11+`."l2+",'U-"AND SEPARATION TO GLASS SCHEDULE $'-2" 125 T-10 B"-•8' ._,.,..__,.. ._.._..-..____ (4)GO TO ANCHOR SCHEDULE.WITH FINAL MAXIMUM ` 9'-0' B'-5" 125 T-70' 6'-$• ALLOWABLE SPAN AND NEGASNE A.S.D, "ON 130 6'-5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-z' T-s-s' »�7-s, _13s - 7'-r a'=i`_.`. WIND ZONE SPACING. 140 7'-s `5'-ti`...r-r 7'-s' 140 r-5` 5•-11•.... ASTM E-1996 SEPARATION _ _ TO GLASS 145 T�3 5`-0• T-5' 7"-3` 145 T-3' 5'-9' _ ._ t5O 71-2' S'-T Y a' Y-0' 150 155 7"-D` 155 7' o• s'-s' i 'I FtRU 3 1606-11' S'-2 160 765,_ _6_70' 7'-'0"^ 6•-4" 165 6'•.10 ... ...5_1 170 ,6`-9' 4'•-it` G'-71 G'-2" 170 6'-9' 4'-11' 1.75 6'-Y a'-s' 6'-s" e'-o" 175 . _ _ _ 1 /j .T 180 G-6" . {-E�_....._fi'-$ 5'-10' 180 6'...g•____...4-8 T B LA D E ._'__._.w.�� ........... ......__..- 185 150 6'-4` 4'-5' 6'-s" S'-6" 190 6'-4" 4'-5' 79S6`»3` 4"-3' 6'--5"` 5'•3` 4'-3' 200L ,.- 4'-t' 6'-3` 5'-i" 205 $=•1' T 4'-t' FLORIDA pUILFitNDE(Non H igh Velocity Hurricane Zone' yu+ittli�L117T�CTFrrF//r, 0 2015 EASTERN 147AL SUPPLY,INC. BERTHA WV m- "= �� � �. Accordion Shutter System. ,�{g - H.V.aX)E#1 W/CR W/O H.V.i61NIM RAM Z'" *.' TICCIT TESTING 8 ENGINEERING COMPANY American Shufter Systems Ey. ixx"nod VA7E MWN MI.ucii,Y.L0. - GXxP N.w.Ism,s1,57.,.ws,w11IawA eeeGas,noamA ssI ASsot9iation, Inc. 1 OLD 11-192 4/13/I5 DAzt•: 4/f3/15 A Pt—:(4os)a7I-1530,Fax:(305}571-1531 4268 'Westroods Drive 2 DRAWING Na %Vesi Palm Seach, FL ;33407 s r P• .`4` Es-0OO6719 WA15-085 ' D,r:' "CQAIJ •��r`* LTEx a r.L1rT or.P.Fr 4 E DATE FLORIDA Uc 8 44167 s Si-}E:>=i r �4_it f e 11 OF 20 t.. 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SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCREiE BLOCK SUBSTRATES (SEE MOUNf97GS F 0.4 H ON 91EETS 6 4c 7) t.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED mcnagNpam Mow PoUR£D CoA mTe (A) TO EXISTING POURED CONCRETE:0A..t'a.3 k0y WALL Stl1 MOUNTING ©CEII)NG MOUNTING HO FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT-W-BUILDEx,(Km.rc=3 k6f) SPAN ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL Pours soon-sEr ANCHom As Dt97WBUTED BY ALL POINTS SCREW.BOLT&SPEa4LTY COMPANY.(Wo.Pe=3 kw) (� OF9M7 M CIAMM 173S7RE HA m VEWN w;AM ORBITAE TINTER �www I PA46 -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 8Y FLORIDA FASTENERS DIRECT.INC.(Nin. S ..27761) 30 40 60 75 SO 120 160 205 30 40 60 75 90 fti 205 30 40 60 7S 90 :ZO 180 2D5 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCREW.BOLI&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 10 9 6 8 8 &S 14 11.110 9 8 6 14 12 10 8 B 8 0 6 THRf7,DFORM TECP.F�LQCY 14 12 10 9 e 8 6 8 74 12 /0 9 8 fi 14 12 10 9 0 8 6 6 ......._......... �_...__ ..... ......_.... ._ _... ._... ALL POINTS SOLID-SET 14 72 to 9 11 a 8 6 14 12 10 9 0 8 14 12 itl 9 8 8 0 5 N07E5; 14 12 10 9 8 8 0 7 t4 t2 70 9 8 0 a a t+ 1: 10 0 8 a 6 a BLUE TAP tY/CAP AI) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCO14 WITH ADVANCED 7HFEADFORN TECHNOLOGY ANCHORS AND TAPPR+ 14 12 10 9 8 7 5.5 35 14 12 t0 9 ' B B 14 12 10 9 8 8 8 5 TAPPER+ ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS 5 1 1/2'. 4'-0' 14 12 10 9 9 8 6 8 14 t2 10 2 0 8 6 6 /4 72 10 9 8 0 6 S.3 14 12 IDD' 9 e 8 8 4 74 12 10 9 8 8 6 4.5 14 12 10_ 9 e 6 4 15 A2)MINIMLR4 EMBEDMENT OF 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS SHWt BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 74 n to s a a 6 %ii 7a is 10 9 8 a 6 63 74 72 t6 e e 8- a is - INTO STUCCO SHO.BE PE70WM W.1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO e'%LST.AND 14 12 70 8 7:5 55 33 - 74 12 t0 9 6 8 6 8 14 11 10 9 S 7 5.a 4 •BFC L91RA770.'cS 1'MINIMUM FOR WALLS WITH NO STUCCO. -.._..........__............... _ WAD. ON 94EST le .14 12 to 9 8 8 6 6 14 12 10 9 6 8 a SS 14 I2 10 9 0 8 6 4.5 14 12 i0 a a 7 4 - 14 12 10 9 B 65 9 3-5 14 12�10 a &5 5 3.5 3 A.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VEA&F:R BE FOUND ON THE E%Pai1NG WALT OR FLOOR 14 12 to 9 a 75 a3 - 74 t2 to 9 8 S 6 4S 14 12 10 9 8 6 4S 375 ANCHORS SHALL BE LONG E DUGH TO REACH THE MAIN STRUCTURE EENIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 78 85 45 - - t4 12 10 4 8 7.5 5-5 4 14 12 70 9 B 5 SS 35 NOTES Ai)&A2)ABOVE.FOR INSTALLAT70h5 ON'VINYL STOWG OR F.IF^s WITH OR WTT7hTUT METAL STUDS CONSULT TMS ENGttt'eER.FOR __.__.._......_._...._.._ INSTALLATION INTO EFS WTft1 METAL STUDS SEE SHEET 20. 6'-0- 14 72 10 9 8 8 9 - 14 t2 t0 9 8 8 6 5 I4 12 10 9 8 &5 •5 35 14 _12 10 9 75 55 3 1411 t0 &3 7 S5 4 3 Ia 11 8 OS SS 4 3 14 12 10 9 a 6 - - 14 12 10 9 'B OS 5 75 14 12 10 85 8 5 4 - (e) TO EXISTING CONCRETE BLOCK:(ASTM C-9D) 14 12 8 85 5.3 3 - - 14 12 1tl 8 8 BS 45 YS_14 12 10 a 7 5 35 3 - 7/40 TAPCON OR TAPCON WITH ADVANCED THREAAFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.r.W.BUILDER. 14 13 IQ .5 8 8 - 14 12 /0 9 8 _,) S- 4 It_12 10 9 7S SS 4 3 -1/4'0 x.3/4'ALL POINTS SOLID-SLI ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. __...._..... _._. ... -4 ..1/4'0 BLUE TAP CONCRETE ANCHORS W/CM AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 8 65 4 - - 14 72 8 7.5 a 4.5 3S - 14 10.51 7_5S 4S 33 - - 14 iT 10 83 7 4 - - f4 12 to 9 7S 4 - i4 i2 9 7 73 i.s - 1/4'0 TAPPER+ANCHORS AS MWFACTUREO BY POWERS FASTENERS,ING.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECALTY 14 14 7 &S 7 - - 14 12 10 9 _ SS - 14 12 9 7 . 45 3 CXPOANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 74 6 8 6S - - 74 12 10 9 l2 70 8 6S 5 SS 14 iT 8.5._7_SS 3 - __14 _12 .x8..&5.58 -4._3__ ,13 95 8 -S_ 4- 3 - - BLUE TAP WI CAP ANCHORS AND TAPPE?4-ANCHORS IS 1 1/4'AND TAFCON - B.7)MINIMUM NtNtED THN(D FD CONCRETE BLOCK OF RS IS!I. 14 12 9.5 75 8 - 14 12 95 8 BS 5 14 12 8 8 83 4 - - WITH ADVANCED iFaNEADFDRM TECHNOLOGY ANatORS 6 1'. 13 BS &5 5 3.5 - - - 14 12 10 8 6515 - - 14 12 8 6.5 5 4 - - S.-0. t4 12 10 9 8 - 14 12 10 9 7S 4S -_ 14 12 H.5 7 5S 4 - - 5.2)MINIMUM EMBEDMENT OF 1/4,l x 3/4'ALL POINTS SOUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO i4 113 73-8-- l - 14 '71 T.53 S_0.5 - - 11 8 53 43 3S - _ _ EMBEDMENT WTD SR,'CCO SHHl GSE PER1d0TED. 1/4'0-20 S.S NALf17t�E SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD SR= --___.__ ._. - - ._..._. -......-....._. __..._._ ._......__ _ _ ti 12 8 85 LS - - 14 12 &5 7 SS 4 - 14 10.5 7 SS B 4S EXIST,AND i'MINNUM FOR WALLS WITH NO STUCCO. 115 15 55 4 - - - - 14 12 6 7 6 4S 14 11 1 7 15,5t4-5 35 14 12 70 9 JS - - 14 12 10,.8-,6.3 5 - 74 12 8 8 5 4 - - 8.3)IN CASE THAT PRECAST STONE. CONCRETE PANELS, OR ANY VENEER BE FOUND lY4 THE Fj35TIP`G OVAL OR FLOOR, W'-0'"i4 T83....7.._B"3s - 73 95 6.5 5 4....3_....=.....= i0 Ts 5_..a.-.3_._-....-...-.. ANCHORS SHALL E LONG FN TO REACH THE MAIN BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 11 7S SS - --_- 14 71S 0. 6 S 4 25 9S 6 S 4 4 NOTES RI)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SO INCA OR ETFS WITH OR WITHOUT AVETAL STUDS CONSULT TRLS ENGINEER. OS 8 5 - t4 12E7.5 85 S5 4 - 13 10 6.5 5 4 3 FOR INSTALLATION tTNtO EIFS Y/1tN METAL.STUDS SFE 5HEF7'ffi. 14 12 10 - - - - - 14 12 7 6 45 - 74 O5 7 5S 45 33 11'-0 25 9S 5 - _ _ - 72 0 4.5 4 3 _ 9 7� 45 35 3 (C) ANCHORS SHALL t INSTALLED FOLLIXY!NG ALL OF THE RECOMMENDATIONS AND 5PECfftGT10N5 Of 711E ANCHOR'S MANUFACTURER. _.__. . .-.. - 14 10 7 - - - 14 10555 43 - - - 11.5&5 &S 45 3.75 - - - 45 7 4.5 - - 14 11.5 8 8 - - t2 9 6 4S 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E0.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 72 10 - - - - - 14 12 8 &5 &5 - - - 13 10 63 5 4 - - - EDGE DISTANCE VERSUS SPACING!0=MkF FQR ANCHORS: 12'-D' 1S as 4.5 - - 11 8 55 4 35 - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE:DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3.5 95 8 - - - - ^ 13 9S BS 5 4 - - - OS 8 B 4 - - - BY MULTIPLYING SPA.CI71G SHOWN ON WiCOULF BY THE FOU.OWNO FACTORS. 9 &5 - 14 105 7 SS 45 - _ /1 85 53 4.S SS - REDUCED SPACING OBTAINED USING FACTOR 9W1 NOT BE LESS 7HA4 MINBAUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR 13_O. 14 12 ^ - - - - 74 Its 75 6 5 - - - 12 4 8 45 4 -_ O.5 a - - - : - - 78 7.5 5 4 3 - 7.5 55 4 3 - - ACTUAL D TAPPER.+ . __.. 6 4.5 4 - _ _ 95 7 5 4 - _ _ _ EDGE TAPCON SEF BLUE TAP W/CAP - TAPCQN WTIH ATriA ALL POINT SOLI - - _- - - 13 93 6S 5 - - - - a3 75 5 4 - - _ - 1 V BLADE OR 1FTREADFORM TECFiNOLOGY MW.SPACING �� - - 3 3 4' 4- 14 12 - - - - - 14 f0.5 7 5.5 - - - - it 85 5,54.5 14'-0- 70 TS - -j - 8 7 45 35 _ _ _ _ 7 5 3.5 3 - - _ _ Y BLADE W/ E.D. MICO POURED GO BLOCK& PMIffD MITE CONtliE1E[i0[X MI CONCRETE 7POURED CONCRETE&2 CONCRETE BLOCK POURED CONCRETEg PMIZED OMK137E 7E am 15 a - - - - - 11 a 55 4s - - - - 9 'e:5'4.s - - - - 1 Y WINDOW 18N.En.r M91 ED..3 t/r M.Ea-z 1/2' MH ED.-3 1 M R ED.-3• MIL ED.-31/2• ER-2 1/Y 7.5 _ _ ._ _ _ _ _ 12 9 6 _ _ _ _ _ 93 7 4.5 _ _ __ _ _ 3 _ 030 1.0 0.84 1.0 3.5 10 65 - - - - - OS a S - - - - BLADE WQRKING 15^0. 9 4 - -_ - - - es s 3'_ _ _ -2 7/2' ------- �Ma1� T.D ------_-_.._..._ _ o.tn 7.0 �7�° _ IN UNISON v _ _ 0.7.1 - - - 0.57 _y z' _ ....._0.81...... .......................__ _.__._ - -. ........�- 0.43 - ly .... ................_ _..._- 76•-0' a - - - .. _ ...__ _ - - - - - i 1 r_.-.....,,..._... -_- _93 BUILDING 0.35.._.................__ _4 . _...5...._... - - - .�.._8.._4 .. - _ _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone LO 2015 EASTERN MEfA7 SUPPLY,INC. a`` P.TILLI`'''�. �����`' BER I'MA HVTM Accordion Shutter System ��Xgco w c. ■ ■ ■ ■ r(v.a aoE1 w/OR w/o KV.vaNrr MME American Shutter Systems Lv. OTSGH7PnOH �u s vmnw a _M.i. :4 E TILLIT TESTING & ENGINEERING COMPANY Association, inc. + OLD 11-192 4/i3/75 OAT:: 4/13 15 g(pTEOF :r<,N 6x5 N.W. GR s7.,sm.sd. waaA QMGfNS,1`1 w sal -- 4268 Westroads Drive 2 -r--- ;� Pna4e:(3a5)xn-ts3o.Fac:(365)x77-1531 _._.._ DRAWING NO CpR ,.• a_ cE WO67oo.cnm West Pelm Beech, FL 33407 s #19 15-085_ -- ''a„csNS!(7NA�1��11�\ WFLO�iIDA uc F 44117 s,-_._........_...- SHEET P.E. 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