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Home My WebLink AboutProduct Approval n ��', ''rt, w^J" -.t. '`�1,- y .9'�... �' � x� If. late-.�- i- {r ✓Y� gg e'-- t� 4�, err ::`'_..t..,. �,'• t �� `"'v`'� 5:�.=�c.� HCSsI.ng In User Registration ft,Top?cs Suborn Suresarge Stats S acts Futilitatioas THC Stat€ - eCiS SaleAtap tinics Search Product Approval USER:Public user Product Applp"I Men Product Or AppltrAerut search>Application tis;`APPtieatiorltail FL T F389-R9 Application Type Reuislor, Code Version 2017 -Application Status Approved 'Comments Archived ' Product Manufacturer American SK_tter Systems Associatitin,.Inc. Address/Phone/Email 4268 Westro ds Drive West Paim B ach,:FL 33407 (561)209-8 63 bfeeiey@eas ernmetal.com Authorized Signature Bill Feeley Irodriguez@ asternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation eport from a Florida Registered Architect or a Licensed Florida Pro essional Engineer ?. Evalua 'on Report-Hardcopy Received 'Florida Engineer or Architect Nacne.whd developed Walter A.- ilEit,.Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National A creditation and Management Institute `Quality Assurance Contract Expiration Date 12/31/20 8 Validated By John Hen Kampmann Jr. Q Valida'on Checklist-Hardcopy Received Certificate of independence FL389 R COI AMERICAN SHIJ"I-i'ER SYSTEM ASSOC:. . DRA 17-107 CERTIFICATE OF INDEPENDFNCE,PDF FL389 R4 COT.ASHUTTER SYSTZMS ASSOC,-NC. DRAWDRAWINd 17=106 CEPTIE]CATIONF INDEPENDENCE FL389 R4 COI AM17-108 CERTIFIdATE OF TNI)EPENDENCE,PDF Referenced Standard and Year(of Standard) S n a. Year ASTM E-1886 2005 :ASTM 1996 -2005 ASTM E 330 -2002 TAS 20 ,202,2€I3 1994 Equivalence of Product Standards Certified By Sections from the Cede Product Approval Method Method 1 Optio D Date Submitter! 09118/2017 Date Validated 10118/2017 Date Pending FBC Approval 10/1912017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Des'ription 389.1 Bertha HV Accordion Shutter- Extr ded aluminum interlocking blades retained by tracks Slade 3-(Non-HVHZ)-Drwg i?- (to and bottom)for storm protection 108 Limits of Use Illation Instructions Approved for use in HVHZ:No R MF I Iit1TTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 147-10R,„ BE�31 TINA HV ACCORDION SHUTTER SYSTEM-PDF Impact Resistant:Yes Ve ified By:American Test Lab of South Florida Inc. Design Pressure:N/A Cr aced by Independent Third Party:Yes Other:Large Missile Level"D".Max span is-12'=3"for 40 psf Ev,luatian Reports positive ASD load and 13'-0"for 35 psf negative ASD load F AN SHUTTER-SYSTEMS DPAWIN the HV3 blade w/o window blade,5'-2"for 110 psf ASD load EV AT P P For blade w/o window blade and W-11"for 62 psf,9'-11" Cr ated by Independent Third Party:Yes for 55 psf HV3 blade vi/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5-for other spans and ASD.pressures. 389.2 Bertha HV Accordion Shutter-Stade E uded aluminum interlocking blades retained by tracks 1 Only {Non-HVHZ)-Drwg 17-107 (t p and bottom)for storm protection Limits of Use stallation Instructions Approved for use in HVHZ;No 9'R9 II RMERI�/iN rjHllnER SYSTEM ASSOC, Approved for use outside HVHZ':Yes ;EP D 7 7-1 v TT Impact.Resistant:Yes M.PDF Design Pressure:N/A ed By:American Test Lab of South Florida Inc. Other:Large missile level"D Max.Span is 16'=0"for 30 ed by Independent Third Party:Yes p,s.f negative ASD load depending on centermates and ation Reports locking rod configuration for the HVI blade,8'-0"for+64,- R=AF�¢MER)rAN SHUTTER SY5TFP9 ASSOC 72 p.s.f.A.S.D.load-for-HV blade for Keystone mountings -1�7 ;?ROD o1lr t4� 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f: T.P f for HV1A working in unison.See sheets 7,'11 and 20 ed by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389:3 Bertha HV Accordion Shutter- Oxtruded aluminum Interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 jjop and bottom)forstorm protection Limits of Use nstallation Instructions Approved for use in HVHZ:No FL3B4 R9 II AMFRICfW SHU17FR BYST INC Approved for use outside HVHZ:Yes RA INC 17-10 B RTHA HV A R I N SHUTTER Impact Resistant:Yes YS PD 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 toad Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12',25 and 28 respectively EL 89 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC DRAWING 17-146 PRODUCT EVALUATION REPORMPDF Created by independent Third Party:Yes acts est Contact tis_r 2601 0 ir Stone,RoM.Ta t oQ whose:850487-r874 The State of ftdx3da is as AA(fE4 empla/er.CopXr1q1,.t 2037-Z(113 Stale N rrta.;;itivacv SCateme�t Accessibility Statement:;Refund Stataenent Under Florida law,email addresses are public records.if you do rot want your a-r I address released it response to a prMic-recards request.*o not send 0$0-tretirc mail to this entir'.instead,contact the officeby p2: m ono or by ttad; tiorat alt,it y have any,Ruestons.ptease contact 850.457.:395.•Pursuant to section 455.275 , (1),Honda Statutes,efrective.october 1,2014 licensees tsarlised under Chaptar 55,F.S.MLSK provide ttl�Depattrr:ent with an etSrall zddnSS if they have one.The emans provided may be used for ofndatcammunication with the{i nsee.Ftaweve emai:Addresses atm puh9c reco<'a:if you do tdpt vrisn b suFtF`f a rz-sorwl a2dre,:s, please prov5de the Department with an email address which ran be made arab a w the pubtic.To determine if you are a 6ce rsee:Under Chairer 455,FS.,Please cucw hcte. Product A rovar Accepts: GENERAL NOTES: 1,BERTHA HV,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D,)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CObC THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE smurreR WILL TABLEOF CONT Nr� BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SIRML NOT EXCEED THE MAXIMUM MD.)DESIGN PRESSURE RATINGS INDICATED - ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN MUD LOADS DETERMINED PER ASCE 7-10 SHALL Be FIRST REDUCED TO A.S,O,DESIGN WIND LOADS ARA 1: HV BAD S Mgz 0 BY MULTIPLYING THEM BY 0,8 IN ORDERTO COMPARE THESE W/MAX.(AS-D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THOU 13, 19& 20, IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.,ASVI TESTED,WERE NOT NEER STRESSED,A 33 Z INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS GENERAL NOTES SHEET 1 USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,NOW'LVER,A WHO DURATION FACTOR CD-1.00 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, BERTHA HV,ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATI,REPORT&; TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE CD 00214.01-03, 80715.01-03,/1004.01-05,/1214.01-05,80317.02-06,80609,01-10 AND J0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2. ){V D A F t)AND H1/ WINDOW of enF AND E-1090 STANDARDS(MOSILE LEVEL D.WIND ZONES 1, 2&3)&81220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE feSSIM (WHERE, APPLICABLE) -HV WINDOW BLADE®80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2, 3)BASIC PROTECTION ONLY AND J 0725.01-86 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2. HV BLADE+ ANO M/WINDOW GLADE INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 Q ® ARE ENGINEERED TO WORK III UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS 0-M, CONCRETE/BLOCK SHEET 7 3.GCRTIIA H,V,ACCORDION PINS(IN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL SE 814x2,75'AND/14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 Met YIELD STRENGTH AND 180 keV TENSILE STRENGTH.PINS SHALL BE COATED WITH BUM HV DACRQSHIEL.D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS IN SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION, PINS MUST BEAR THE MY MARKING ON THEIR HEAD, 4,ALL ALUMINUM EXTRUSIONS SHAD.RE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6093-TISALLOY IS 30.0 k8i AND 35.7 kei FOR ENO CONNECTION DETAILS 1-8,CONCRETE/BLOCK SHEET 10 0006-T5 ALLOY, MAXIMUM SPAN TABLES SHEET 11 R 316�1SI SER;ES-Cit CORR090.v3mS7Atx rnesn r aanu STcri er Y ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 AND SHALL COMPLY V//FLORIDA BUILDING CODE SECTION 2411.3,3.4, GTH AND 90 kol MW.TENSILE STRENGTH. m 0.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ko1 MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 ANCHOR SCHEDULE- VJOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q: 12,13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE O&Q31 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 B. THI9 BERTHA H.V,ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 86'779,582.COMPONENTS OF THIS APPROVAL ARE CO'VFRCD,IN WHOLE OR IN PART BY U.S.PATENT/5'458,179 ISSUED TO EASTERN END CONNECTION OCTAILS 7-12&X, W000 SHEET 16 METAL SUPPLY,INC. 0.IT SHALL Be THC RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA & HV WINDOW13LADF (tpl ONI v ALL SHUTTER COMPONENT EDGES V"CH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT VANDIRAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 1G.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE V/ARNINOS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. SE ALL Stv AND HD ARFJ1 4c_HV WINDOW B AD n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.PERMITBERTHA MPUE6 TOION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AJJD ZONING REGULATIONS PROVIDED 13Y THE JURISDICTION WHERE 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE rROM THE P.EO. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT,RASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO T1IC CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (D)THIS P.E.D.WILL DE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)S11E SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE SPONSIOLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (o)ORIGINAL P.C.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ROFESSII NAL ENGINEER OF RECORD THAT PREPARED IT. - FLORIDA BUILDING CODE Non Hlgh kiGcIt Hurricane Zone' 02017 TILIECO,INC. 02017 EASTERN METAL SUPPLY,INC. ��P:' CENS •:�9 BERTHA AI.S.S.AI. TM IL E C O �II,C. Accordion Shutter System ?. : H.v pT w/OR w/o Ku 1MNDgw BLAbE 6� e TILUT TESTING & ENGINEERING COMPANY American Shutter Systemsw.N DESCRIPTION DATE DRAWN L.C. �',� 43""W-38th.SL,Slx.JIM VVIDUA.QARDM RORDA 3318 aSSOCrGttOn, Inc. t OLD 15-085 7/27/1 DATE 07 27/17 �` , Phe- (305)671-1530.-Fax:(305)871-1531 4268 Westroads Drive 2 R !` 4 e-melt:pllecomeoLcom DRAWING No- - SS��MAL . , WALTER A.TILUj f".P.E. West Palm Beach, FL 33407 4 17-107 P.E. 9fAXt SIPNAYURE/DATE FLORIDA Uc,J 44167 s SHEET s OF 20 s'!TCR 11+001 aAdC 9 VARIES .09 4. 1 HV SOLID 9LApE 3 HV UNIVERSAL FLOATER 7 QHV�Q`.�18d" SFW/ COVERED UNDER US PATENT 5458179 � � QUALIFIED OR USE w/ QUALIFIED FOR USE Vij HV BLADE 4J HV QCT MOUNT HV BLADE( 1A HV WINDOW SLADEt 6005-T5 ALLOY AND TEMPER GUALIFIEO FOR UI W HV 6063-16 ALLOY AND TEMPER +SEE LIMITATIONS or USE OF BLADE ®ON SHEET 19 6063—TBLADE a6 6 ALLOY A TEMPER ,326' 6063—T6 ALLOY AND TEMPER N� . ,005" m0"06,70' $ 862— Y � �V ADJ ADAPTER W/LIP1.920 226• QUALIFIED FOR Ug Y// Hv BHV WALK—OVER TR CCK -i 6 HV ADJ FLOOR TRACK BIADE(i� OUAUFIED FOR U5E W/ w HY TRENCH TRACK Ss b063-T6 ALLOY AND TEMPER BLADE i QUALIFIED FOR USE W/ HV /�'`� QUALIFIED FOR U E W/ HV 6063-T6 ALLOY A TEMPER SADE(�t ONLY. NV RAINGUARb BLADE I Hf vnR Es n 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UCE W/HV BLADE 1 £iA PER— .063' +bn ,Q93.. 093' .t2• n .loo _,,,,� ,`1 ,: Di .967 p m 3' i+ la* 4 970 I.d60' I c , 670 2. 3. ♦+ ItI j4V-HEADER/-S-ILL •i. 1I t4v CEILING HEADER13 ND CEILi G NEAQ Q/SILL gIf1ED FOR U5E W/ HV BLADE(7)pNLY, QUALIFIEp FOR USE W/ HV BLApE_{1�ONLY T 1tYY'' 6083-T6 ALLO ANp TEMPE�R-- QUALIFIED FOR USE W/ NV BLADE 1 t4 ND WALL HAD R/ i SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE r1J'ONLY. T� 6063-Tb ALLOY AND TEMPER COLIPONENT A 9 T1 T2 X Y t M!L X MN Y MUa,t 2' 2, 0.125' I' t' 0.062' t7 2• 5"MAX•) I/8' 1/8" 3' 3• 0.090" MAX. 0.192' 0.192' X i6 SjpE ANGLES IIIIII 20 CORNER POSTS `�. (19 2.5" 7"MAX. 0.190" 0.190' Q ALIl IED FOR USE W/ Hv ALUMINUM-ANGLES. t 7AUf1ED FOR USE VI/ HV SLADE(D QUALIFIED-FQJ3 USE W/ HV ,� BLADE 01 0003-T6 ALLOY AND TEMPER G063-BTA BLADE LOY ONLY. TEMPER 2' S'MAX. 0.139'Io.t31• 6063-.T6 ALLOY AND TEMPER TEMPER FLORIDA BUILDING CODE Non Nigh Velocity Hurricono Zono 4ttw�(^ •� r/,�/�T 02017 TILTECO,INC. ........ 02017 EASTERN METAL SUPPLY, INC. `C•,, ERN H TM A Y t L E C O N �, ■ , Accordion Shutter stem KV. BLADE#t w/OR w/o wv,wir�aN BLADE 3 American Shutter Systems ,y Y tv.R das0ldPnoN oA 0Px do L.C. dr!Pf TILLIT TESTING k ENGINEERING COMPANY Inc.Associatiorie t OLD 15-085 7 7 1 oATE: 67/2-771-7 rAT OF / , 6366 eLx.31d $L 611. 63.aXGxu OATmtxs.clown.snd 4268 WDstroods Drive 2 Phone:(305)971-1530.F11:(305)971-1531 DRAWING No 1 .—a:taticcOeoLwm West Polm Beoch. FL 33407 3 {•t.+OAIDP1it� WAITER✓a-0006719 d 17-107 A.TLLIT Jr.PSE. t FLORIDA Uc.0 44167 5 SHEET �� 1 EfDATE 6 2 OF 20 6 8 9 t//d-7Oei/' 1 4-70 Oif C0.5T 6976' d' 63• 1{AT MJ1O 1'iarJ9Eo HOUM P DIED ,6•-20 ( .7dg' G9AR,S. P,AAFO AtR I SSI• ,—•^ KOA4fo P— ( 4J Ii' r Q , •fin $� ORESS TupN I .082' :/ kwo, t3 1 2' ( 1 + •318 ORA65 C1UNDrA GRASS 6YUNOfR ( AWK d •Pcj Y 1 a Rrrs(p Rot f (CHROUe nureo) a 1 RATED) �#V CENTERMATE �1�V FLOATING C m"I l�CORESS LOCK QUALIFIEU 0R USE W/ HV BLADE I & ONLY p 6065-T6 ALLOY AND TEMPER QU (EQ FOR USE WJ FN BLADE 1 & to ONLY °Q QUAitF1E0�yQR SE W/ HV OUAUFf) FQR U"aC W/ WV 6063-T6 ALLOY AND TEMPER O BLADE V& ONLY. BLADE Q& ONLY. QUALIFIED FOR USE W/ HV BLADE 1 ONLY 250'O.O. t8, ,874' 6063-TG ALLOY AND TEMPER PL/SrC 14M 7 4 5, 3 2' MOLDED TO t 7 ' SCALV 1 'o •390'AFTER RNETINO r„ n ti ° °s• = 1/4"0•-20 x 3/4" D£raR£RNLTING 1 4't0=2O RIVNUT.* " II S S THUMBSCR f *SERIES 9444 AUM7RUM(2026-T3 N10T)LAW rLANoc THAN Inu -- 91jk'�• I E VVEL CNE TEYTORNSWEET WISEAT,�PMSIPPE17Y.NCM'JORSCY-07054 t1RART j 0020,AS I1WPJrA4:TUAW IN FEAi76C. H M--"Vo LOCK CrUTFRMATF 27 I OK R'FOR "T" LOCK CE T RMAT ? QUALIFIED FOR USE W/ HV BLADE ) ONLY hV FEMALE "T" LOCK CENTERMATE by "T" LOCK V ALT �ATIV OC QUALIFIED FOR USE V// HV BLADE it,-}QNLY 6063-T6 ALLOY AND T£MP£R QUALIFIED FOR USE OUAUFIED FO jj US€W HV 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE Wj IAV SLADE ONLY UI ONLY, BLADE 1 ONLY. 6065-T6 ALLOY AND TEMPER'( W/HV BLADE )n � TNUNDRRN 063' j�fJ/� CCYLINDERERUNDR .214' I .062° KEY CYEq '�)� � ,2rd' «� n w •r' � m4 5w 0,873"Mln, 31 CEN O O 2 NJ)-, ENTERMAT�Wl LOCKING ROO 40 S ()u I 1 •126'Mbr, QUALIFIED FOR USE W/ HV BLADE(q&& U QUALIFIED FOR USE W/ HV BLADE(D& IA 3 6 O 6663-T6 ALLOY AND TEMPER , c �$ VARIES 12'MIN. 6063-T6 ALLOY AND T£MP£R QUALIFIED FOR USE W/ HV BLADE 1)& & .L 4 1J4'a-20 52 MI 3JJsro-i6 t 6063-T6 ALLOY AND TEMPER ACGTA riR1MOSCRI`60tl/2' THUMOTURN CYLIN(SCE DCIA0.5 a0 CR{� _� t.7 An CYLINDER LOCKING ROD.© 1/a e (R HD LOCK .� L-.3T5 e QUALIFIED FOR USE W/ HV BLADE© Upl H 3 8"0-16 ACETAL HV 1/4" 0)�ZO AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. 6063-T6 ALLOY AND TEMPER .,� '-y ER101 S,S,_THU BSCRE S QUALIFIED FOR USE W/ HV BLADE(t & GA [� DVILLEO AT WILL REQUIRE A EMBEDMENT HOLE THUMBSCREWS QUALIFIED FOR USE P!/ HV BLADE Q DTTii(LLEp AT TRACkS FOR PROPER E6(BEDMENT QUALIFIED FOR ,y HV HLApE Q FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zaps' 111j1iHa��Q. � 02017 TILTECO.INC, X12017 EASTERN METAL SUPPLY, INC, �~ CEN[%. i BERTHA TM 11. E C�tmc. A. ■ .A■ Accordion Shutter System 7 ` American Shutter s steals NN. BLADE#1 W/QR W/0 KV WWW MADE i * I TI LLIT TESTING & ENGINEERING COMPANY y Eu u DESCRIPTION o►tt DRAWN DY, Le. 6 %W,.34U.St"St.,305,%VWU"MRS,FLOWA 331 AeBCCtcttcn. Inc. i OLD Ts—abs 7/27 1 OAtE: O7/27 355 iT PRWne:(305)871-1530.Fo.:(305)871-1531 4268-Westroods Drive 2 DRAWING Na . F(ONIfl� o- 61;Wtam ool.com West Palm 9eoch, FL 33407 3 % �,• ED-DDG9719 , 17-107 tl _,(•,�� t WAVER A rWr Jr.P.E. s10„.,,,'C+ d1 FLORID,V� $44167 a SHEET OF 20 P.E. $F�4L ��tA RE'jDATE SHOTTER ASSEMBLY SCHEDULE FOR 3/a• HV M HV ( A Yl 12•TO BLADE 7 P CE B25• �J WV BLADE 1 1�� _ E 1A .1875'r'7��'�' ® HV BLADE 1A 40'DOW D. A011 •0625 .625• ® HV LONG RECESSED NYLON BUSHING y f ( BLADE'S ^p OpE7+IN 1875' Y M,,- "1 KNUCKLE I .0625 ® I4V SHORT RECESSED NYLON BUSHING a iz 93 ; �) 0.062' 7HV NYLON HAT WASHER R ® n iI! jLAT 6 RnON o I Rt.7 � 4 HV WHEEL CARRIAGE AISI 302-303 SER1E5 ! N e f 3 50" 0.870'x3/16' THICK NYLON WHEEL. E I I ® ro 2 7/B'AIN, HV WtNDori 0.188"A AISI 302 SERIES S.S. RIVETSZ 0 SEPARATION m3.00 " Q4 HV 1 3 4" ACCORDION PIN W/ #8 HEAD � I BL E NEEN0625'�0625• 3.7500" / EXTERIOR j OPENINeeGS +B'I aN aER6' ® WV 2 3/4" ACCORDION PIN W/ #8 HEAD * I a /• _ 7500• eiraaa ecaN POLYCARBONATE IMPACT RESISTANT HV WINDOW f . 'i F DETTWQESEr+ TYPICAL HVWINDOW BLADE 1nA" AND I I 3s ; I P-OLYCAREONATE HV WINDOW DETA OR 4 or 3 N.Ts, ((SEE NOTE fOR REQUIREMENTS) I (DOR � i � �POLY.ARBONAT IMPA T R CICTAAfT L:v unnl001'1 BAYER MAKROLON 3103 POLYCARBONATE I 12'NrN. mE RESINS, UV—STABILIZED GRADE OR SABIC PIN,RE UIREMENTS Al-EXTERIOR BLADE KNUCKLE FORTO BIAOE BOR M INNOVATIVE PLASTIC LEXAN 103 RESIN HV Q)I M 1nAAV C1�A o F, ! ©OR ® ! i '; (SEE NOTE "F" ON SHEET 19). (1) HV PIN ID SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR ! ® i ; POLYCARBONATE SOURCES FOR a4 HV BLADE. WI-CAL SHUTTER ASSEMBLY i ! EXTERIOR li A�9La OAT F1 TTP GW N1000RC9 9ru,aaD ,,, „p� 'HV PIN OR 4. AT (2) WV PIN ® MAY BE USED IN LIEU OF � AND ONLY AT OR (2) llelwagp1101 IOUN 1U CSf EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D ¢1.321• BLADE'S KNUCKLE. aDDarr�t BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. ®3 (SEE NOTE « FOR ASTU 0792 C-043 V/l+ 0.045 QI"' 044g:.)K.. ' REOUIRENENTS) ! 40AMI• TOME FIELD smut N ABN 1!639 9.+00 P.W. 9.890 D.A.1, (3) HV PIN © OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 5 ; ! i1E}ygAL AT T1aD ASN m90 1s,590 D.4 3,.09 as.l SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e� iI !I! B001n a�ru 0790 3.9.990 A. 1,000 D.�;. SHEET ® (1j I NOTCHED 11L0 �y.T I I; ASN 0758 1B FT-t/,, IT R.p/In 1,. My 4"'n-•moi FEE CARRIAGE DETAIL rue"DDIVW ASN wR.s .7.2 a 941 a uAx ASSEMBLY LAYOUT PATE OF 8UAN010 ASN 0535 c-1 pus c-f N,,S. RU IpfOKN AM DI932 1040 w 960'i 57d4E�f10: A9fY 0185 TV=CM34M AREA WTATMERNO ASTO 033 9302 p.at 8840 P..:. C1) HV BLADE SOLID & HV WINDOW BLADE DETAILS TCNxC STRE55 eEfon WUTilmr, Agro e36 e46f p,IL Efxl p.,3. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane lone _ 1 1 P ✓Z 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY,INC. �1 � •�+,CENg�:•• �a ?' ERT A HVTL4 Accordion Shutter System ■S.-S meq® H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE n'AbF) American Shuffer S sfems r ,$ TILUT TESTING k ENGINEERING COMPANY Y >,.N DEsmpnoN DATE DIUWN BY: LC, O,(A'•., (AAi QA;•'�,�% 8355 N.W.381N.94 Ste.305.VIRCM OAROD.S.FLO MA 3318 AssOCiafioni Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 r' 1. ...... `- - Ph"a:(305)871-1530.F.:(305)871-1531 - 4268 Westroads Drive 2 sS�0111At F^�C� 111 a- 0:1ata9o..I. n West Polm Beach, FL 33407 3 DRAWING No E13.r•ANI•''1l+ WALTER A.T�ILLM J1.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE rLORaA uc.111 41187 5 SHEET 6 4 OF 20 *NQ1ES QN_HV LOCKS LAND UCENTERM-ATES (b 0> 1. MANDATORY-CONDITION ft ONE W LOCK 0 or SHALL Be USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'M EDIT OW RRSPARS UP TO 105'.AND FOR INSTALrONSf ANY OC. or 42 OF SHUTTER SPAN B To Olt ELEVATION. MAY Be USED AS AN fNSIOC OR OUTSIDE LOCK,ATTACHE C TMMA.TS412 �4,1;120 x 1/2'LONG FLAT HEM S.S.M4,LOCATKIN Or LOCK SHALL BE AS INDICATED ON E�A -4 2. IF DESIRED,FOR BUIS PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W LOCKS T2 .-I WOR �qq A.A;Y BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CCNTERMATES OR 90 SH,41.1.BE AS INDICATED ON NOTE(1)ASOW_ to, N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, T MA 1E LOCK111111 Rp0EDR5Fffg Ar&NOT REOLAREO ATJURRICANE POSITION, BUT MAY go.C01-C4 F USE P N*1�SHUTTER JC LOCKING RODS OR AN ALTERNATIVE DEVICE BE IF MAY ALSO BE USED AT STACKING POSITION (NON KURRfC*IE POSITION), N7 4, ON L BE USED AT CORNER CENTERMATES FOR ANY SPAN ANMI ONS AT ANY ELE SO AETIOI!�g"Log,§of 2 HALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED To T?CORNER C04TMMATE W/(2) iff-20 x 1/2'LONG FLAT HEAD S,S, M.S, TWO LOCKING RODS(TO AT TOP& 00 OM SHALL 13C USED. LOCATION% LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 0 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, S. FIRSK AILIM011TE TO MAN y 5�6 w/M ONE ALTERNATE I or p FOR ANY SPAN AND SmH ig N 0 _jD51- kq_ INST LATIONS AT ANY 6 VW SID R OUTSIDE LOCK.ATTACHMENT O1F71j'*-;f0j3_74S.S. jHUL4M5GHEW 10 IfEy UK I b AEC If .51 1�7 4;LNjUUAA1r.ZS M MACE W/ /4 O-ZUX 4- u RIVNUIT AS SHOWN ON SECTION HVE, SHEET 8. ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR N!0 If I V t r'. LOCKS AT 1/3 OF SHUTTER SPAN, 0 6 ANINIT08%CONDITIO OURNO-INSTALIATIONSi W ONE LOCK @ or I$or 0 SHALL BE USED MCD AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 51,11 sill 1, 11 .111 1 TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION.KV LOCK 0 or f/or a MAY BE USED AS AN INSIDE OR 111 PU OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W (2) 1/4'-20 x 1/2*LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEYATfON, USE OF LOCKING RODS 0 W/ TOP AND BOTTOM IS COMPLETELY MANDATORY. SEE NECTION ENO OR CON DETAILS ON D r C K 4 E SHET *NOTES ._QN HV T - 10 TYPS I*, FULL& " 'If CKS ANDL CENTERMALTES. HEIGHT, OF CORNER 1. NO ALTERIAM TO MANDATCH MMMATM 6a AND X QQNDMON -IV I DON .on �mNtw Kom CENTERMATE ONE ALTERNATE W -r LOCK Og MAY BE INS IN LIEU OF MV LOCKS(L4 OR FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK SIC USED AS AN INSIDE OR OURIDE LOCK.ATTACHMENT OF LOCK @ INCLUDES USING REINFORCING LOCK reY AS SHOWN ON SECTION WET,SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES @ AND 0 W/ 1/4*6-20 x 1 1/2*LONG S.S.THREADED SOLT W/7/8*0 x 3/32' YIN NUT OR W1 200'SS.M.S. INTO A 1J4 0x 51W RIVN MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW AND BOTOM 15 RANOATORY. @- 107 - 8'@ 05 3.0 *NOTES QN HDLOCKS &:,IIN IMAT S:. 1 -1 WZ QQ3 ONE ALTERNATE HD LCE 1.lip LOCK("W1 0 C-MIERMATES(31 OR(3 , 'K(TJ MAYBE USED III LIEU Or TYPICALA HV BLADE SHUTTER ELEVATION HV LOCKS Q5 OR g FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATiOW ALTERNATE HE)LOCK(B MAY BE USED AS AN INSIDE OR OUTSID LOCK,ATTACHMENT OF HD LOCK HTO(&S W/3#a x 3/6'F.H. AND INCLUDES NJ.S, RE) AS SHOWN ON SECTIONS HBO- AND -HVC,SHEET 10.LOCK MAY 89 INSTALLED AT MIDSPAN OR 12*MAXIMUM BELOW OR ABOVE MIDSPAN.USE Or LOCKING RODS 0 IS COMPLETELY OPTIONAL. FORIM BUILW111111 ' GUOLkNon High Velocity Hurricane Zone', Vl$ 441 02017 TILTECO.INC. 0200 EASTERN METAL SUPPLY, INC. ENS- :p'%L BERTHA HVTM A11Accordion Shutter System TL 7E7C707�iu:c� A.S.S.Aw KM V. BLADETl W1 OR W/O KW V. NDOW IIADE 7 717 P/w -a- American Shutter Systems DAIS _DPA I/ ' T 6 'c* If TILUT TES OLD 15-065 37/27/17 -- L_ TESTING & ENGINEERING COMPANY AssociatInc. CATE7 5727/17 0355 9W,36ft St.SW 30%VM"GAMM r1ARVA 331" 4268 Westroods Drive Phone g(303)1171-1530-.ro.!(305)671-1531 2 DRAWING Na .. ...... West Palm Beach, FL 33407 3 17-107 UIT J�PX. SHEET Lla.j 44107 5 -5- OF 20 101VAL rLOMOA TI P.E.-3i�Z Xf6RE/DATE WALTER A. NCR ANCHCRS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE REQUIRED 1 4"m-201c3/4'S.S, CONCRETE REWIRED i SHEET 13) lCli 'ri^--- 1 CONCRETE ANCHORS NACH>EFE SCREYlS REaUIR 0 I '� (SEE SCHEDULE ON Y!/121,SO ;r CONCRETE ANCHORS / Q 1B ET510NE(SEE"MmnogoN SKEET 7) ( r-' SHEET t3) NUTS @ 12'O.C. (8EB BONEOULE CN SHEET 13) 2cR i 4 EO EO USING 1 f+'-2tl NUTS E. D.° 250'Max. oa )S r' ' __ ,250' .250'Max, �4j" C Max. ,1 I I E.O.•- I OPTiONAIWPTIONAL Ji LI To iiN 9EET MLN.SEPARATION Ta GLASSt� ';AOR 1 t ��SS�(5EE SChEOULE ON S 1, EIGSTIINNO O+OE.•�d<` ' ; MIN.SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 11)- CLASS- 1) 1 1 EXISTING I GIA55-ti i - �HV WALL HEADER- INSTALLATION A� NV WALL HEADER-INSTALLATION (g) HV WALL HEAdE INSTALLATION KEYSTONM EPAE Exssrm C4AS3S•-«- M.y gpAox?w ) OR 1 ♦ I 1 1 I ) E%ISRNO� {SEE SCHEDULE ON SHEET 11j _ MW,SEPARATION TO CLASS CLASS K t73£�Tall CN 99 {SEE SCNEOULE ON SHEET I T) , 1 roa eADe Q3 1 , -� i afWygq ,x� EXISTING OPTtO)WL I I 11 Max, I I/a"Max. i OPTIONAL _ O°' I, TEA.• 1 •,- E.D. J i, / I I �j- N I 1 1 Al2�• --_ F1 •E6 E6 13 on " -= 12 Ga 1 d , -- 1/4'0-20x3/4'ss. I !,` Min, -- PWLUPS TRUSS READ ! TRUSS HOx3 MACHINE SIRUP g ` - E A. EO MACHINE SCREWS USING E SCHEDULE ON / / �-CONCRETC ANCHORS / 1' 1/4'•-20 NUTS 0 12"O.C. ( W 1 4'-20 NUTS 0 12'O.C. } POURED CONCRETE SHEET f3} POURED CONCRETE (SEE SCHEDULE ON SHEET f3) i. ;'r� -,• Mln, OR CONCRETE BLOCK OR GONCRLTE DLDCKNCRLTE ANCHORS WALL REOUIRED �/ WALL SILL INTALLdTiON �jJ(� (SEE SCHEDULE ON �HV WALL SILL INSTALLATION POURED CONCRETE....J SHEET 14) OR CONCRETE BLOCK WALL REWIRED HV WALL SILL-INSTALLATION, t)DIFO�„(`,D�1()INATIf1N�F ecrnaN>;:_ INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER °E.0.=EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR \I J HV B LA D E ASSEIADLY (SEE SPECIFICATIONS ON SHEET 13) 13LADE to ON SHEET IS 2-MOUNTING SECTIONS CAN OE COMBINED N7 ANY WAY TO SUIT ANY INSTALLATION. l Nt l�j "' 111 R L / FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 1,• d 02017 TILTECO,INC, 02017 EASTERN METAL SUPPLY,INC. ,a ��aeNs •., ERT H TM •4 Q A Accordion Shutter System MIL E C C aide. ■ ■ BI.ADE#1 W/DR W/o KV.WINDOW MAM ' American Shutter Systems qLV.K DEECRPTION DATE DRAWN Rn L Q,o TILUT TESTING k ENGINEERING COMPANY Association Inc. 1 OLD 15-085 7/27/t PATE: 07/27/17 ••'• 1 �,•.•" 'vT 6335 N.N.34trt St.Sts•385,"Wa'A rJR DM FLCROA 33t r #4� Pnao,-(305)e71-t53O.rax:(305)871-1$31 426$ Wes#roods Drive z DRAWING No - S�QMALtYALEOTER�-nO60g71�rcP� West Palm Beach, FL 33407 a 17-107 FLORIDA U.b 44187 5 SHEET P1. SEAL/SIGNATURE/DATE a 0 OF 20 POURED CONCRETE ANCHORS : 1cµUFARAf011 .__(� ♦ 1 i Nx.SO,"" 1 CONCRETE (SEE SCHEDULE ON S14EET 13) i 10 pxs(CTE 1 I �•"OR E1(CwG� . 1 SpsDUE 13t 11'¢6 I �(uT Epq�Er I) i REOUIRED EDGE of 11 rON Rt+t1E : ,nl Tm�+7(rSnaN .4 �` /`�,r i SLAB IF 41'JQCf Ip 1 ro + i g I ' •' J E 0 / APPUfiBLC EXISTING1 ALTERNATE� EXISTING I I ANCHO 1 } GLASS/j 1✓ .' /i' / ': I LOCATION 8104/4'HEX WASHER HEAD 11 as 13 aR 1 3/ :+ TEN SCREWS 0 t2'O.C. I ' ', 'i. ,�j GE of 3/C Npt CONCRETE ANCHORS ,! ,1+-; r $ ,' /+:r" SLAD G 7 {SEE SCHEDULE ON SHEET 13) r J/! �PUCABLE i • \/ J 111 J/ . J f `l}' /j'r/ / /�f/ //'' EDGE OF i EXN � I. - S)A8 CIGABLEGLA5� EDGE 1J2 ,• —, SLAB • r { / SUB IF i uta 1fP+PAIION APPLICABLE f E.O f.EO / /, / APPLICABLE POUIREO POURED FLAT HEAD CONCRETE ANCHORS to CAS§tESE 'J /. / .' r C.D.'+ CONCRETE 1 ♦. POURED 'r r ' x/",`, ` r/ r ' 'r j '' //' CONCRETE �T HEAD CONCRETE ANCHORS REWIRED (SEE SCHEDULE ON SHEET ta) flu C€iT It vT- 1 OR CONCRETE REQUIRED qtf[ a + - REOUIRM C.D.s -D.s (SEE SCHEDULE ON SHEET 14) li TRENCH INSTALLATION. D ONLY FOR UP TO +70, -75 PSF A.S.D. HV F�.00R INSTALLA .ION tO HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING do FOR SPANS PER SCHEDULE 113, SHEET i l on HV CEILINGINST LA LATION CLAsp Y RRI 1 TG �...--+-- CONCRETE ANCHORS (ETT CLIO S IRO fi13ARa11(1N 1 (SIU:SCHEDULE ON 1/4 a nW GULDC%TMGOV w//. 4V SHEET 11) ON PUT it) t{ EXISTING^^�i t 1 EXIST1iTG iCae10LCGY OR 1/I'e FOA'LR9 I 1 AX EXISTING� 1 ,'.� GLASS --; ayp p10 it) � GLASS---i fA7tt)iEk�TNHs[Ra ANd4♦LS W/ \'l u'x.zEFWuma IC sI 0 ve Wt.Ossax Ril 0 6' i I i i 0.T.D4AM1L C51 0) 1 OC.11XR W CO C-0'fDMJ ANo e•OC.MR M0 LAMM 4VN 1/4• / 1 TANG AT Tt)ax°rAsm`Ta 16AOY 1 (f MAX. t1YP.)IRE 1AT1E i TF1 /2- /r ' THEET+)lDa L)/RTATa 3 B r1 $ D•a p1Q.3/a'HEX E.4+; MAX. 1$ 1 I uR/. LTEKHSCREWS ER HEADl t r 11 CONT.&WHIT+ /f f I 13/8 O _ /)4X3 a• HEX HEAD a 12•D.C. .tt1L /';r TEM SCREWS♦p•O.C. 1 ___ sO Q141t3J4•S.Q.S. /- __ (( /. t/a's-3p,s/a'S5 ug CONCRETE ANCHORS f✓ - $ 7 aJ __ 1 i i i 1/4 `' o tN7D OGa-Ip NUPS OR t/4•a-20 5.5,M.S, � )R / I O 9'O.C. �-J Ms., ,•• %'"ri YJ/NUT D)S'O.C. (SEE SCHEOULE ON _. ..� 1/2 i SHEET 14) j%.. Eta•i,trt0 NOtt SHUJCTUM -T ?F-- 171Xt T8 1/2• 1• _ / / 17 18 2.oD'AtIN. WALL TMM(°Ec POK / .•/ if( f` ,: I; ! ! EDGE OF t ,` '/ �r}14x3/4'F.H.S.O.S. • M1N. E•D. ) SLAB IF /' POVA90 CONCRETE 1 7/8• '1 ,,'' ' J r APPLICABLE CONCRETE ANCHORS SEE NOTE 13(e) .. .V ®8.O.c. , REOU,RCD POURED CONCRETE (SEE SCHEDULE ON ON SHEET i POURED CONCRETE ON SSEE HEET 1TE �0} .• •• -. / ••', '/ 'f '/ '/ - /'E'O''' ("- OR CONCRETE ETE BLOCH SHEET 14) OR CONCRETE BLOCK REQUIRED 9 KE�t 3A MOUNTING INSTALLATION OPTIONAL cO�Ca ED (7K NV WALL FLOOR INST,Q.LIM10N Q HV WALL WALK—OVER INSTALLATION uA uuM Asa,0E3pN PRESSURE:.8.,77 A., REQUIRED Q HY R INGUA D INSTALLATION tt THIS> TION SHALL BE NOTE r09 MADIIN TI4 ON OFSf,CTM, 4 REMOYASLEVJNEN PERFORMED E.D. .EDGE OiSTAttC£ ADJACCNT TO Aft OPERABLE EXIT ♦ SEE AAA AT1eN8 OF USE FOR 1- SEE SHEET 4 rOR TYPICAL SHUTTER (SEE SPECIFlCA710NS ON SHELY 13) OR ENTRANCE RUDE to ON SHEET 19 INSTALLATION DETAILS W�C1� HV BLADE ASSEMDLY 2-MOUNTING SUIT AN CAN RE CO)aBtNEO IT,It��C) 9��rr�r FLORIDA 6UILM CODE(Non High Velocity Hurricane Zone IN AIN"Al TO BUR ANY INSTALLATION. 11 f at - 02017 TILTECO,INC. 02017 EASTERN LIETAL SUPPLY, INC. L�CEN$F %� _ BER HAHVTM * f 0. A a A Accordion Shutter System ' t- KV. X11 W/OR W/G KV WINDOW MADE ~ t TICCIT TESTING do ENGINEERING COMPANY American Shutter Systems 1Y.N DESCR1PIoN DATE DRAWN Dr: LC. p Association, Inc. 1 OLD 15-085 7/U1.21DATE, 07/27/17 ,R�•. A 4355 N.w.36R,.ss.,Sts.305.YRGIOA OARDe1S.R)pA 331 = a 4a Phone:(308)871-1530,fs.:(309)871-1531 4268 Westroods Drive 2 •5. $'�D�Ay' ,`�.'\ tL+� 0- 08:Iilta:aOaW.com West Palm Beoch, FL 33407 3 -DR AWING Na r'araiANs'++r111 WALTER A�TILUTiJ+.P.E. 4 1 7"'i 07 P.E. SEAL/SIGNATURE/DATE 1TORIDA uo.p aa,s7 a SHE7 OP 20 SEE-END-WALL.-CONN ILS-ON S SEE NOTES ON LOCKING RODS®.W LOOKS OUT D j� INSTALLATIONS W/ 1 HV OME S�TDEAI W 13 mpg" AM 1• �-Exasrwc cLnss G MR / BLADE W HV CENTERMATES CENTERMAUS APPLICATION MR awt(D 2-@ -@- •pa, 8 • 7•©- •@00•@ (—EXISTING GLASS ET�Np WAC- OL A-1 l/ C 31/4• 7" G 1/2" 7' (063_TO ALLOY)ALUI OPPOS.jNG_ I. SYM ETRYCAL ANGLC W/(4) 1/A'O NCRETN 1/2" p®+® AltW 5 G CONCP€TE M ES EN S MIH.SEPARA11pN (TOP/GOftOM) q,wff S.M.S,a 12' I V OC 4 or TO GtASs (a)p1Oa1/2"GM.S.TO TUR t G.FULL LENGNT. �` (SEE SCHEDULE AT EACH Al (TTP) c i N Z C* A' ON SHEET 11) cJ \ - JJ N t t a 511/ 2. . 112" 3 p��p•�aRpDa,D•�« Q OUT HVc to•Q�Q•Q�Q•p� HVA HVB Qa�0�®,Q-paA)o+Qax -POURWCONCRETE OR Q /�EXIST010 GLASS CONCRETE BLOCK WALL ®.�j .QN 8�•�•�wl 10•Q5aaQ•QaTt ��°�_ r------ 1 — --- REou ED _jXISTING ' L'.:J' SY MPJ ETRICAL 6 '�'�"'�''�'�� MIN.SEPARATION GLASS ^@ i GLASS N CENTERMATE5 6 (� •��t�3,�8 a�®+®a TO GLASS _ _ ___ �.,1k (SEE SCHEDULE —— -J GLASS b w1(� ; r161 OPTIONAL /�'�, * °' '-'�J INTERIOR} Q*�aa lJs�aa�s� ON:NEL711) i MIN. SEPARATION +� f/41 x TO GLASS CJ (sce'r LE N OPTIONAL — — --- _= r ON SHEET 11} (INTERIOR) FO -- —_ - - - — , CONCRETE ANCHORS * 3 vAR Es Vr L { OUT 6 1/2"LIAX.SLACK OUT (MRiOR) HVE HVF** (:LV 1(11ty-1kA• '•. FLORIDA BUIIM! CODE(Non Nigh Velocity Hurricane Zone, I 02017 EASTERN METAL SUPPLY, INC. ''�� $ • ��M 02017 TILTECO,INC. ' BERTHAHT. � 4E C O N- A. ■ `►■�,■ Accordion Shutter System *; N.V.BLADE yt W/OR W/D KV WNDOW BLADE t• oyfA7f/OF� ,: TILUi TESTING k ENGINEERING COMPANY American Shutter Systems OI,N DESCRI ON DATE ORAnRI • LC. % !t r Association, Inc. 1 CLO Ts-Ges 7/zr/1. DATc 07I27j17 t, aA 4355 raw,a4m SL,s e.3D3.vsmA A cN ara Ha o+3314 Pn4a4:(305)671-1530.Fox:(305)871-1531 4268 Westroads Drivc a DRAP/ING No s� A�ANG\;I;L11 a-mcEa 4QoDd��eam West Pohn Beoch. FL 33407 s 17-107 '�t{�7 ••�"� orris WALTER A TILUT Jr.P.E. A P.E. RE/DATE FLOC LJ.It 44107 a SHEBET OF 20 RNIATE I STALL&TION w ##T#' Lac o v MALEZFEMA 'IT" LOCK' C NTE ES 8 9 LOCK 1 D " car:NEcrtaN oESAt_ aN +FF�S to r� 18 INSTALLATION (1HV BLADE Fwmma*+•� WZ HD CENTERMATES OUT IN '1'� CLAM OS+AC9 CETAC WO.PAiCATW ON Sear S. M t AS uDOS SAI ,UAYro USE®aRµ1ux-Ww. a a 8 a 8 10• 5 p' iNrnCA1ED ON A SNttx,11W fro i15W SNni nag ALTERNA i 10•��d®'��yd®�•®°i n Aa MA" r v1 HEMON 0E7AIL_auEE7u} �rp®7��q�q��+�dO•��d 2'•74118'fJ'=7 ®'W'J01�i.'J'��"�•Y:l tuw-sa euoq ALw. � a f ,Fq1 35* * 3 * tea ear'+a' (oPnor- toanorual_ �_ (AU+a1n 9Aa1ua i i1o.5� icua'`0+z * IN {.)x.v. IN u rAax Axat(+w) V.EFA1AIrm+ 3G HV "T" 1 PJtS(Irv.) ,, _�"�mP) to -y �F-913 V) tp 5 a 3 LOOK (INSIpE) in i A' A 7/e ale• 3 ouT o33 0 a 0 31aR 2 31oR 2 31aR 31 as 2 157 - 1/4" 0-20 x i t/2" S.S.M.S. 1741 3 * {osmaA*i) *Ste HOYE a FOR WLaOtL 3�. W/ 7/8"0 x 3/32" WINGNUT. {oPRONw)jQ�3J'� OUT �� •r•LOCI(,ON SHEET 0. * $YMMETRI�AL dp Of.NTERMA 0 HV "T" LOOK (OUTSIDE) Y�MME_TRJC�r Mp OENTERMATE$ W`��* W/�� LOCK (EXTERIORI LLQ i-Q�K �I!tT�RIORl j•usnEe auA uuW«+Ou �•v (2074-T3 ALLOY)uRCE Mwcc 7411 dQ�d(J6•�®®vto•®" SMW t r,PAIn 10020. AS uutBFACnAw 0r Awa Chan TWOV1,PAAVPPpn,NEW JERSEY Q•(77 •®a V• •®°i OroSA OR MVAL �r�L —© *ur rxm ON 1.6^ww Pop?(D A,Na®LOO-3 w f-w r **uwxn.wr o RuuG tom.-Poo-SFA is VAM roR ALL C R DUUTte 0WVAWr3 W014 8=O 157 FORTING STACK k A.T�',-% FLORIDA BULDIN6 CODE(Non Nigh VelocityNurricone Ione' v02017 EASTERN METAL.SUPPLY, INC. 02017 TILTECO.INC. ti10EN •.,vy BFERTFIA HVw 0.43 --' S A Accordion Shutter System A ■ HV. WX#1 W/OR W/o H.Y.WINDOW IXADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.x At* tScmPnoN o►7C 0u7n,0r LC .- - _. __, '••��`�••, , r ti� 6355 eLx.wa,.st.,sd.709,wsle+sa orJ:a0+3,rt44t0A s7s Associatlon" Inc. 1 OLA 15-085 T 27 7, GATE: 01 27 77 eon A Phare:(305)871-1930.Fa■:(305)87+-153+ 4268 Westrood0 Drive 2 DRAWING No -./011JR�'EI�G\r7ff7 "��no 6719!oom West Palm Beach, FL 33407 i 17,-107 •" rrrbp",11 WALTER A,TILLR Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLoaoA W./ae167 a SHEETOF 20 POURED CONCRETE RED CONCRETE j ' }" •-^POURED CONCRETE �• OR CONCRETE i ` OR CONCRETE POURED CONCRETE OR OR CONCRETE CONCRETE BLOCK WALL �" � BLOCK WALL REQUIRED YfflLl. IRED .�,i OLOCK REQUIRED � BLOCK WALL REQUIRED REQUIRED t 'Y` CXISTING CLASS EXISTING CLASS / =CONCRETE ANCHOR' i` —DUSTING GLASS �� /., �/y rr ��r...� � / � � 2'AGN.. EXISTING GLASS 4 16.D.0 -"'-() } MIN,SEPARATION >� F' _.. r — 7 1` 1' r ',•.+-2 MIN.' _ TG Qk55 t IAN.FkPARAAON jT^ r r' TO CIASS IONS SFp{RA1X'iN r/ r• SCHEDULE ON SHEET I j' i' 1/"/ MN.S�PtJZ171QN f Co TO tiles"{SEE !t f'OR&AGE CDS _ ,r'' SCttEWtE f r TO CLASS{SEB SR6DLIE Oil SHEET 1/18'x3'AW(. ON 9+TET 10 FOR C tt FOR 6ulDE AIA! i SCHEDULE ON DdfPT II FOR EtlLE(D/dJ0 (0003-76)Corrr, GLADES(1) 61 MR GLNX KXd—1 to tai 1/2" iCd SHf 10 OIR ON%Cq 19 FOR ALUM.CLOSER t , BLADES(D& T«---L {LOCATE AT ) fLADEs{pRc d PLATE. (LOCATE 1/2' t ^'�k m ERN 610E AT EITHER SLOE MIN � SI 47(,58) 1/2"LAIN,' OF`✓) I d•USE I.OR 2-MAX. t AlOzij2'VA.S. t =t I - .�-- {AS APPUCAGLE)z2'%I/&•z0'-2' to OfOz1/2°S.M.S ® !6'O.C. ALUMINUM CUP ANGLEa t6'O.C. '" (9003-76 ALLDY)AT MIDNEIGHT(1) #100/2'S•MS,TO(4}&WALL AT t0 C.(LOCATE)t/4-0 TAPOONS AT TOSEC DETAIL X FOSIDE CONNECTIOIJ 1 OR ® i EITHER SIDE QF(d))OR SEE DETAIL X FOR JJJ QR �• To TRACKS O O O O SIDE FANNECTIOtd w®a 6 7 w 6 w 10• °1 SSDE CONNECTIONTO TRACKS a w e, a B f0.®••' 18.00a0.0c-A6•0w TO TRACKS(9) @0,©•Q'®a 7w®•7!^sa^Aa,(7�, � 6.d-0-0-0-0- O U �wCJ U @a ® ®aC •�wU6•®w d J t9V'4 •,�a�® p•�m�.®wp•®wp.� ENO CONNECTION DETAll�3 END CONNECTION DETAIL ,END CONNECTIONDIETA Ll!1 EyD CONNECTION_ DETAIL i RECUIRED ONLY FOR SPANS GREATER THAN 12'-0' r POURED CONCRETE OR CONCRETE BLOCK WALLEXISTING ,d /--^EX(SDGLASS NG GLASS r•' REQUIRED G1 �IOrI/2"S.N. V 1@L SMA?ATX)N TO GLASS(i.'EE !6'O:C. tAN.SPARATrfkt I t 5�...e�-�« `�•_'_••_.._ SCHEDULE ON Sla T r' TO LASS(SEX _ � < ----- --- ---------- I 6�pR�OR�GR II rOR BADE{4'�AAD CONCRETE t/2"MiN. sweptu ON SHEET - ' i.. - •` ON 19 FGR ANCHOR O I1 FOR f1ADE mCidD 4 _ Q OR iOR i�OR i� CONCRETE' r BLADES(D 12'O.C. ON SHEET 19 FOR --_ - '�7� ANCHOR Is. r I - ".ED}{ SLACE'(D E) -` OR V 1k@&# t-{ _ EtlOR�OR(DOR 2"MIN, ! dY SEE U!A ATlONS OF USE FOR2'MIN, -' iL ONSHEET 19 @DR)S OR(qOR@OR@ v E 1 OR �' jPIAN {�/J ) � w�wfl,OwO 1q,�w DETAIL X Z POURED E BLOCK OR wl�w©•(,?w® iq•�'a t iq•0Y,.Y D A L ATIO CONCRETE BLOCK WAIL ip,®w®.�w1�7•�a g 7 w 6 7 REQUIRED O O Q O.O 6�wV BLADE OR FIV WINDOW BLADE INTO p•p•pwC6}•I7}•�w d 'pw©`®w0 6�w CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL Q NECTION I @ FLORIDA BUILD NO CODE(Ron High Velocity Hurricono Zone' !! 'w 02017 TILtECO.INC. to 2017 EASTERN METAL SUPPLY,INC. ...... N8 j R HVTM *' IL ECO �Na. A,.SwSwA„ AccordionWOR Shutter System H.v MADEE#T f w/o H.v.WwDw e1.anE �7 t�, American Shutter Systems RCV.No DESCRIPTIOR DATE DRAWN : LC. 73 •, 2 TILLIT TESTING & ENGINEERING COMPANY ,•' + Association, Inc. t OLD 15-065 7j27t! OA1E: 07/27/17 /�• • + 6356 It".36th.SL,Ste.305,11Rom tlARDM FLCFZk 3316 ' ••''1 ++ PhOM9;(305)871-1530.Fa.:(,305)871-1331 4268 Westroods Drive 2 DRAWING No West POlrri 9COGh, FL 33407 =;ZONAL f0, 01ta'++ WALTER A. TI4,.P.E 17-107 '..'"w" FLORCA Ue.!.167 5 SHEET P.E. SE. 6 10 OF 20 t HEOU F Ott a(•H b} F !t- SCE (ILE 43, MAXIMUM SHUTTER SP�+" OR -L-" MAXIMUM SHLMER SPAM(` "L+•" 'AXIMUM SHUTTER SPAN*"L+" INSTALLATION LEGEND �• '+S+ (ft,), FOR INSTALLATIONS W/ OR -L (fQ FOR pR "L-" (ft.) INSTALLATIONS ® orn� or tuA INSTALLATIONS Wj yj CONCRETE& ._ty00D {7}_L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN V11 ONE N.V. LOCK or (D or or 1& & yy/ ONE HV LOCKS MANSORY ITIVE A.S.O, DESIGN PRESSURE RATING, NO LOCK WJ NO LOCKING RODS or ONE HV LOCK or L Or OR Vt NO LOCKING t-%MAX.ALLOWABLE SPAN FOR a GIVEN NEGATIVE CENT MA 28@ 29 WJ ONE Y!/ NO LOCKING R0 Q / WALL A. B. C, D, E, M, N, 0. P, 0, AS,D, DESIGN PRESSURE RATING. ODS MOUNTING F. K & L R, % & V. t -V' LOCK 30 VT/TWO LO{�}K,NG (SEE NOTES t.if) {YAUO FOR MOOtmNOQ (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TrtOO17iP!y�&+BOTTOM i, EE SHEET 7) FLOOR/CEIUNC G. H. 1, 11, J T. U• W& X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: .. 001N EttEdc Imo INSTALLATIONS O CONCRETE u wOOp CONCRETE MOUNTING & M lunuw W°w° ISTAT. V610 INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ASA DiS�6M ASD•om" mss'ONsa1 DETERMINE MAXIMUM SPAN'L+'FROM SCHEDULE. ft,7 R WALL MOUNTING FLOORICEuxG FA�33WaL M�t"o PRalim i1DOR/ORWG MOtR01NG (v3 M0 1mNG (Pn.tl NTAOR/CDUNG MOUMIND (001 OR GIVEN NE6ATIYE A.S.D. DESIGN PRESSURE RATING, {r oR=} (•OR-} {+Ca-) n409/WALLuOUNMO DETERMINE MAXIMUM SPAM-L-'FROM SCHEDULE, L if l"(f4 l r (1) t-(I) L N (R) L-(N L N (IQ l-{A) MAXIMUM SHUTTER SPAN 'L+'OR'L- FOR 30 OR LESc i8'-0" S-III) te'-0" 16'-O' 30 t6'-0' 16'-0" 30 16'-0 -16'_O INSTALLATIONS INTO WOOD SHALL BE LIMBED TO ANAL MAXIMUM ALLOWADLE SPAN 15 EQUAL TO THE 105 Pet.A.S.D.DESIGN PRESSURE RATmdC, tdltd TAW DETERMINED SPAN BETWEEN"L+'AND'L-' 3$ ,4'-,0- 14' ,0" 15'-2' tb'-0' 35 14'-10• lb'-,D" 35 15'-2" 46 13'-10' 23'^40• 1W-2' 15'-Z' 40 13'-TO' i3'-}p' 40 t4'-2' T5'-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 14 45 13'-,' ,3"-t' 13'-4" 14'-3" 45 t3'-1" 13'-1" 45 13'-4" 14'-3' '} f1v CORNER GFNIERMATE 83 MAY BE USED AT ALL COMBINATIONS IN 8EINVEENOUNT V1$: MOUNTINGS 12'_5• i2'-8' 13'^7" 50 t2'-5" 12'-6• 50 12'-3" i3'^,` MOUNTING INSTALLATIONS, LOCKING SPECtFiGAT(ONS Yl/FLOORfCEIUNG MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CpNO"", Q2 5$ It'-f0' 11'-10' 12'^,' 12-11' 55 11'-f0" II•-10" 56 ,1'-1' N'-11" FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 6Q 1t'-4• 11_4, 11,-7" 12'-4' 60 1V-4" f,'-4" eo t0,-2` 10'-11" NOTE 5,SHEET 5. RATING; 65 10'-10' 10'-10' 11'-1" 11'-11- 65 f0'-10" IO'-10' 05 9'-5' 10'-1' DETERMINE: TO 6'-9' 9-4' L++�MAX.SPAN FOR WALL MOUNTING tNS'TALLAnONS, 0' 70 10`-8• t0'-6° t0'-9' i1'-5' 70 ter-6, , -6` L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTINO 75 --�0 q, O�,r -TO'-H- t=-,= ——75--—10 1= - _ 75 8'-9" j CEPT THAT ldAX11 UM 5HMER iNSTALATIONS. 86 g' 1p' 9'-t0` t0'-O- td'-9- BO 9'-10' W-10' SPAN'L+'OR'L-'AND MAXIMUM ASA,DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE li PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 55 9^-6" 9�8" W-9' t0'-5• 85 9'-6" I'-8" DETERMINE: 90 9'-3" 9'-3' 9''S' 10`-1" DO 0'-3• 9'-3- OR CONCRETE BLOCK SHALL 9E NELIMITEDAS FOLLOWS: DETERMINE: I- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX. SPAN FOR WALL MOUNTING INSTALLAVONS, 05 W-0" 8"-g' 9'-2' 9'-t0" 95 9'-0' 8'-9" LIMITED TO +64,-72 P.s.f. AND W-0- SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CE,UNG MOUNTING 0' 100 8'-01 8'-4" -0" 9'-7' 100 8'-9" W-4" MOUNTING&ON SHEET 7, INSTALLATIONS, 165 6'-7" 7'-1 I" F-9' V-4' 105 W-7" 110 6''4' T-T 8'-T 9'-2' 110 8'-d' T-7» FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 113 9'-2' 7'-3- W-4- W-it• 115 8'-2- 7'-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN°L1 t". 22+", 'Li--AND Lx 120 9'-0- W-11' 8'-2' 8'-9' 120 -1'-0' 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 123 7`-10" W-8' W-0• V-5" 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.&O. DESIGN 130 T-8' 8-5" T-10' 8'-t' 130 T-a' 6'-S" WEND ZONE MiNIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 13$ 7'-7' 6'-2" T-9' 7'-0' 135 7-r W-2-6'-2" 5PACtNO. 146 7'-s" s'-„" 7'-r 7'-6 145 7-5• 5'- - ASTM E-1996 SEPARATION 145 7'-3- W-9- 7'-:i Y-3- 145 7'-Y -9' TO GLASS 156 T-2' S'-7• T-4' 7'-0' 150 7•-2' 5'-7" 155 7'-0- 5'-5- T-2• 6'-9- 155 V-0• 5-s" 1 THRU 3 i 100 6'-tt• 5'-2' T-t' 6'-7" 160 6'-,t" 5'-2" 165 _8'-10• S'-t" 7'-0' 6'-4" 165 W-10' S•-i" 170 V-g' a'-1 t' e'»r 1" 6'-2' 170 0'-9• 175 W-7- a'-9' 6'-9' 0'-0" 175 W-7' 180 W-6 4'-a' 1 6'-e- 5-10" 180 W-6' '-B' BLADE 6" 10 HV i85 -5- 4'-6' 6-7" 5'-8" 185 - 190 6'-s• 4'-5' 6'-G' 5'-6" 190 6'-4• 4'-S- 195 6'-3' 4'-J' W-5' 6'-5' 195 61-3• 4'-3- 200 6'-2- E-4 2" 6'-4' 5'-3" 200 6'-2' 265 6'-1• 4'_,• 6'-3• s'-r 2p5 6-1` Low ""�., FLORIDA BUILDING CODE(Nen Nigh Velocity Hurr;cone Zone' rip t' \,-" . r--a 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. acenis `'�'= BE THVTrA^ N Accordion Shutter System HV. 6LAAE 1 W/OR W/0 H.V.WINDOW a" American Shutter Systerns Ro DESCRIPnDN DAZE DRAWN D+,M&% LD. TILLIT TESTING & ENGINEERING COMPANY Association Inc. t OLD 15-085 T127fT VAIE 07/27/17 335 6 t4^36th.St..Sto.305,Y+RGM G"FBEti5.I LCM60A 331 t Phone;(305)671-1530.Fo":(3D5)871-1631 4268 Westroods Drive 2 DRAWING No '� A''}•hf.++..tt.LN.i`.•''tr\ 1,� .—all:t64,00 ol.0o West Polm Beach. FL 33407 3 /� '�v,ViVNM��V 1111 1VALTCcs�nLUT7tJr,P.E. 4 17-107 r" rLORDA Lk.If 44167 5 SHEET P.E. SEA[/SlMJRE/DATE 6 t OF 20 ._ _. ._. UTRIIJIMNIN.•. R . qa •; : if . 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MBOMaiE- WM MsabsaCsp: K7 sJN"HI ao IiE7MaMXXKClXF7MaCa�HMasaiLlWHIMMadLa0i" 111MOM7psaiI7ESK7MEKaaaMasaCMOM1KAdAMaMaKM milrERaRi61Iw pp�aas#Iv A sammucam a "=I=Masi== KasaRap�R=KaRQ�1mM aal� =XX p�a p�MKCI�IIaKasipp�C1M��OMaopo=mmMaMaCMOMasa �Rap�aCMsaMaMap a�sa[a�iainumis MaMaOKfppMa MiMasaRapWOMMM ESCUm u sam aOMaKisaMa[M ' R3•]E7 WXX2M M aqaMIaCpaRM��Rgadsaig�iK�O0 MM M=MaCMmXXM Msaiasa�il7vi>gOR�aiMaR gsa "KMRas:sMaaa MISSICHIS EXCUMIMAilMapoffil�m kA7agCMWI�SaaIACKIdOApp � gAOWK�1AodMa�I11CMfIDMAFamawsAM:aIl.dlMdIIW1CMldC711dCaI�Md171�a"�O�CMO�LdCM��I�RJdsOAIOIKpi1MdL11M�Ldfl]oO1��Ma 1'1 L ( I) r/ •1 •• • 1• •1 © " SPECIFICATIONS ON ANCHOR REO IRE EATS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DESIGN-N PRESSURE RACING A�f A CORRESPONDING L(OMAXIMUM ANL'140R* qPACING In, LNC TYPE FOR CONCRE)E OnM n IhcT t I Ann c (SEE MOUNTINGS G 0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUF®cntrr�Te/alHCrmc K= POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min,f•o-3 kill) MAMU @WALL SILL MOUNTING ©CEILING MOUNTING ©FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACIIJRED BY LT.W.BUILDER. (Min,FO-3 101) aB.IASA1 A1GIm SLAC FA vTr I4rANE POFSSIFL tax 60 AE 3 R4 9x ANCHORS PACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Mtn.P6• 3 I.0 (H) _40160175100 TAPCON OR 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MAlUFACTURCO BY FLORIDA FASTENERS DIRECT,INC.(Min.10-2 k0i) 30 40 60 75 90 120 IFAT 205 30 40160 79 90 120 160 205 30 40 EO 79 00 120_IPO 205 TAPCON WITH ADVANCED - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POItJTS SCREW,DOLT&SPEOIALTY 4 t2 1a e B a e lb.b 14 12 to D B 8 0 8 14 t2 t0 g 8 a e a THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUT140MZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCKTION,INC. 3'•0' 4 12 10 9 8 8 B 5 14 12 10 9 8 8 6 6 14 12 10 D B B 6 8 ALL POINTS SOLID-SET (Milt YC-3 k0l) DR LESS 14 12 10 9 B 8 6 8 14 12 10 8 B 6 0 14 12 10 9 e 6 6 5 GLUE TTS Y! NOTES; 11 12 10 D B 9 0 7 14 12 10 0 B 0 0 14 f2 10 9 0 0 A e /CAP 0.1 IUNIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFAOFORU TECHNOLOGY ANCHORS AND TAPPER+ 14 12 f0 9 0 7 6.5 3.3 14 12 fO B 8 e 6 6 /4 12 10 9 B e 0 D TAPPER+ ) 4'-0' 14 17 10 9 8 a 6 B .I4 12 f0 B B tl 8 tl 14 12 t0 9 B 8 6 65 ANCHORS M.. f 3/P,AND FOR BLUE TM W/CAP ANCHORS IS 1 1/2'. 14 IS 10 B B a 8 4 1-4 12 f0 D e 6 8 4S 14 12 f0 0 8 0 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 M 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE,NO EMBEDMENT U 2 16 9 8 8 6 4.S 14 12 10 9 8 6 8 5.5 14 12 f0 0 8 B 8 KS INTO S7UCCO SHALT.DE PERMITTED. 1/4-0-20 14 1'L 10 9 7,5 7.5 35 - 14 12 t0 B 8 B 6 5 14 12 10 0 o 7 S5 4 4 5CE to Ano'+s OF Uf[TOR S.S,MACHINE SCREW USED SHALL BE 1 1/T'{ANC MINIMUM SNOULO STUCCO 6-®• 14 11 10 9 B e B 8 I4 12 10 9 8 8 0 55 14 12 t0 9 8 B A 4 01MO8b°I Stn ro DOST,AND 1'MWUAUU FOR WALLS V/I1N NO STUCCO. 14 f2 10 9 8 7 1 - f4 12 10 9 a 0b a 3.6 14 12 10 8 8 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 Ii ttl 4 8 7S 45 - 14 12 10 0 8 B 6 4.5 f1 12 10 9 8 a 4.9 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SVD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON N 12 9,5 .9 e5 4,5 - - u 12 t0 0 B 7b 95 1 14 12 19 0 B 45 3.5 NOTES 0.1)&A.2)ABOVE,FOR INSTALLATIONS ON VINYL SIOIJO OR EIFS MTN OR WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR 14 12 f0 9 6 . 6 - N 12 10 9 a 6 0 S 14 12 10 9 B 05 8 J•9 INSTALLATION INTO EIrS WITH MCIAL STUDS SEE SHEET 20, 14 2 10 9 7.b Sb 3 - 14 12 t0 85 7 S.5 4 3 14 12 a 6.5 55 4 J 14 13 10 0 8 6 - - 14 12 f0 9 6 a's 5 .75 I4 12 f0 8• 6 5 4 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) t4 2 B 6.5 5.5 3 - - U 12 10 D 8 Ob 4.5 J.9 a t2 10 B 7 9 3,3 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LTW.BU4OEX. 7'-0' 14 2 10 9 0 B - 14 12 10 9 a 7 5 4 14 12 f0 9 LO 85 4 3 - 1/4.6 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUIEO BY ALL POINTS SCREW.BOLT&SPECIALTY COVPANY. It 12 10 B 8.9 4 - - I{ 12 9 75 9 4,5 J.S - f4 10.5 7 O3 4,5 3.4 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 as 7 4 - - 14 12 10 9 7.5 ,5 4 - 14 12 9 7 75 4.5 - - - 1/470 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC„AND DISTRIBUTED BY AIA.POINTS SCREW,BOLT&SPECIALTY 14 11 7 SS 4.5 - - - 14 12 10 9 75 55 4 - 14 1Z 9 1 6 4,9 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. s 14 12 10 0 B_ 6.5 - - 14 12 10 9 0 8 4 - I4 12 10 0 85 5 35 - NOTES: 14 12 D,b 75 6 - - 14 12 9S 8 e5 6 - - 14 12 IT 8,9 4 - - MBCOMEN7`1NT0'CONCREfE-BLACK�iP-TAPCOtd;BNIC-SAP-W/-CAP-ANCHORS-ANDi�1/4"-N:D-TAPCA!J- 1J 0.5 8.9 B 3,0 - - - is I2 t9 a 6.8 - is 12 a o5 5 4 _ WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1•, B•-0' 14 2 10 9 0 = _ 14 12 10 9 7.S 4.S _= 14 12 e.5 65 4 - 8.2) MINIMUM EMBEOMENT OF ^/4'0 x 3/4'ALL POINTS SOUO-SLT ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 H.5 9.S8 1 14 1f 7 55 . J5 - 11 6 DS 69 6 - EMBCDMENT INTO STUCCO SHALL Be PERWATTED, 1/4'6-20 9.5,MACHINE SCREW USED SHALL Be 1 1/2-LONG MINIMUM SHOULD STUCCO t{ 12 T-1 85 1,6 - - 14 I2 0b 7 S.5 4 - 14 105 7 bb B 4 EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. / 11,9 a.b sb 4 - - - - 14 12 9 7 6 4,3 - - 14 11 7 5,9 45 Jb - 14 12 10 q 7.5 - - 16 12 f0 B a,9 5 - - 14 I2 8 6 5 4 ID'-0' _ _ - Ba)IN CASE THAT PRECAST STONE•PRECAST CONCRETE PANCLS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10.5 7 b J.S - - 13 DS 8.6 5 4 3 - - IO 75 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REICH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL Be AS INDICATED ON 14 11 7.5 9.b - - - - 14 1.5 0 6 5 4 - - 25 95 6 b 4 4 NOTES B,1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR MTHOUT METAL STUDS CONSULT THIS ENGINEER 10.5 8 9 - - - - fa 12 a 6b S5 a - - 13 10 85 S 4 3 - - FOR INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20, 12 10 - - - - - 14 12 9 7 8 4.6 - - 14 10.5 1 55 45 3,5 - 12.5 D. 5 - - - - 12 B e 4,9 4 J - - Q 7 4 3,0 3 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 14 10 7 - - 14 10.5 7 5.5 45 - - 11.5 65 Ob 45 .75 D94 7 4,5 - - - - 14 11.5 7.5 8 S - - 12 0 6 a.b 4 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D,)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0' 14 IE f0 - - - - - 14 /2 a fiS 55 - - - 13 10 BS 0 4 - - EDGE DISTANCE VERSUS �OACIN CrMFn 11 L-�EDSJINCHORSe 11. 5 4S - - - 1 f . 5.9 a 4 - - 0 0 4 3 - - IAAXILIVU ANCHOR SPACINGS ARE VAUD FOR EOCF.PSTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INOICATED,REDUCE ANCHOR SPACING IJ.6 Ob e - - - 13 95 aS 5 4 - - - 05 B 6 { - - - BY MULTIPLYING SPACING SHONII ON SCHEDULE BY THE FOLLOWING FACTORS, 0 6.5 - - - - - t4 105 7 95 45 - - - 11 a,5 ob 4.S 3.6 - - REDUCED SPACING OBTAINED USING FACTOR SMALL NOT 6E LESS TFAII 1AINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13,-0• 14 12 - - - -=-- 14 11.5 7.5 6 5 - - 12 9 a 4.8 1 - - FACTOR 10,6 0 - - - - - 10 7,5 5 4 3 - - 7.5 5S { 3 - - - - TAPPER } 12.9 6.5 - - - - - 12 9 a 4b 4 - - 9s 7 5 4 - - - EDGE 7APCON TAPOON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W CAP a a - - - - 13 9.5 e.9 5 - - - Ds 7.5 5 4 - - 1) / B D' R DICTANCE THREADFOWI TECHNOLOGY / MW.saaclNG 14'-0' U I2 - _ - 14 105 7 55 - - - - I1 6.5 5. 4,5 - - E.D. MIN.SPACING-3' MIN.SPAINNO o 3' MIN.SPACING-3 1/2' MIN.SPACING n 3' 3 3/4' 4' 10 •5 - - - - - - 0 s.5 3.5 - - - 7 e 35 J - - V D W POURED ETE��& ^.® �B;DOL POU D COI CNLT & POURED CUNCNEIE&p"a OOH CONCiler,Gros t1 a - - - - - tl a 99 4,s - - - - 0 e.9 IS - Hb O Mf4 EO.•3' LOL CO•'31/r UDL CO.•2 1/r CONCRETE BLOCK CONCRETE 13LOCH M.1 ED.,J I/2'TAN E0..21/2' 7.5 - - - - - 12 9 8 - - - - O.S 7 O - - - - LGN.E0.•J 12• N.E0..3' 13.6 10 6. - - - - 105 e 9 - - BLADE WORKING 3• IA 0.90 1.0 o.7a Too 0.84 1,0 ID'-o° e.9 4 - - - - 6.s 3 - - - - IN UNISON ♦ z 1/z• - o.el 1.0 - - 0.67 1.0 10 - - - - - - TOS B 5 - - - - 8.9 0 4 - - 2' - 0.71 - 0S1 2 15 1'r, 6 - - - 3/4' - 12 0.5 8 - - - - - 10 7.5 b - - - 0.91 - 0.43 - a - - - - - - e 6 4 - - - c 45 3 - - - - - 11 //z• Sas - S - - - - e tl ' - .t -p FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona' ••.. 02017 TILTEfA,INC. ®2017 EASTERN METAL SUPPLY,INC. ��'•' vC ENs••• t/�` B R A TM o a : Accordion Shutter SystemF . ■ ■S■A■ HV. IAADE#1 W/OR W/0 H.V.WINDOW 61110E v r]� l� * TILLIT TESTING & ENGINEERING COMPANY American $Huffer Sy2fern9 (I,,N DESempnotJ DATE DRAWN ar 6G. ` d V Of : an$I".386'•SA,W.305,N1tva u99D•S,.LL.,M 3316 Assoclafion, Inc. I ow 1s-ass 7/27/1 DATE: O7/z7/17 ORION Ili-:(309)071-1930.Fax:(305)871-1531 4268 Westroads Drive 2 f °� .-moa:(71400eool.abm West Palm Beach, FL 33407 s DRAWING No .......... ,... ••'''\V 11 EB-OW6719 Q Np�'.\�' A I,1L WALTER TILUT Jr.P.E. 4 17-107 P.E.�5EA'k'/% .T 4/DATE FLORIDA Ue./14167 5 SHEET 6 13 OF 20 b UM. �C $• SPQ,IN. trn,^,-$GNEOLI19 011 A GLEN�a"x, c,SrlsFa SPAN- Mw S.0 DESIGN N GATIVE PRESSURE RATING ANn,A-_GORRESPON ING_�!011N17NG TYPE..FOR_CCIN,CRETE OR-CONCRETE BLOCINSTALLATIONS . (SEE+100NtIN69 1,J,K 41 L ON SHEET 7) POURED CONCREra POURED CON CONCREtE BLOCK( ANCHORS_ ,^MING_L.EGENO i WALK OYER Te ©RAINGUARD MOUNTING ©WALL/FLOOR MOUNTING aWALL/WALK OVER MOUNTING GPM . I rt IM 1h f55uf�FAt k0 6a ccsKa+ucAx E POM 0.1@D .ft=NE AIM FTB m 1u99w DrsCM f=K F PATI c TAPCON WITH APCOR 30 140 1 60 7S 90 I 120 160 205 kol 40 60 175190 f20 160 205 30 40 160 175 190 11201160 203 30 40160 76 100 11201190 206 THREADFORM TECHNOLOGY 14 13 10 9 8 0 O O 12 12 12 112 12 .6 O 77 1 7 17 1 7 1 7 7 75 b b Is 5 5 5 15 b ALL POINTS SOLID-SET _OOe tf i2 10 9 0 8 6 8 12 12 !2 12 12 12 95 7 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 R ILSS 14 12 Is 9 0 0 6 0 12 13 2 13 0. b 6 4,5 7 7 7 7 7 7 6. 5 5 6 5 0 5 0 SLUE TAP 14 12 tD 9 x ac_ 6 6 12 to to 12 12 ro 7.5 9 7 7 7 7 7 7 7 _L..1 5 5 5 n 5 5 6 TAPPER+ 14 12 to 9 6 8 6 0 1 12 IS 12 1.6 0.1) 63 6 7 7 7 7 7 7 0.9 4 5 5 5 5 5 5 D 4 4'-0" t4 12 10 0 e a 0 8 t2 +3 12 1a t2 $ 7 s. 7 7 7 7 7 7 7 7 5 5 5 9 5 5 S N 12 !8 p 8 0 6 4 12 13 12 OA 0 8 4,S J.0 7 7 7 7 7 7 B.5 5 5 5 9 5 6 5 D 6 14 +3 f0 9 8 0 0 8 13 to f- 12 f0 53 4 7 7 7 7 7 7 7 5.5 6 5 5 5 5 S 5 n i; 12 td 9 0 8 8 0 12 12 13 it 9 T 4 7 7 7 7 7 5.5 4 3 5 5 0 6 6 5 4 3 74 13 IO 9 B 6 0 6 12 12 12 12 t0 7.0 5,5 4 7 7 7 7 7 7 7 7 5 S 6 6 5 9 5 d 14 12 t8 4 8 0 6 12 12 93 7 0 i.5 35 - T 7 7 7 7 7 5 35 5 5 5 6 5 S 6 f 14 12 10 9 0 0 0 0 12 12 11 9.5 8 6 4, - 7 7 7 7 7 7 b.5 4 5 5 5 5 S 9 8 4 SEE ANCHOR I 12 r0 9 6 6 6 6 +2 12 3 9 rs ss 4 3 7 7 7 7 7 4.5 3.s - s 5 n 5 5 43 33 - SPECIFICATIONS 6'-0' ti /2 t0 4 0 0 4 6 12 t2 12 f0 6 4 J. 7 7 7 7 7 7 T ? S 5 S 5 5 [3. 5 0 ON SHEET 13 14 f2 to 9 8 0 6 0 12 12 6 6 5 4 3 7 7 7 7 7 S3 4 5 9 5 5 4 3 tf 12 i0 9 8 0 0 6 1 to 10 6 4 .75 - 7 7 7 7 T 8 4.5 - 3 5 5 5 5 4,5 14 t2 to 9 b 0 6 0 12 12 10 6 05 3.5 - 7 7 7 85 5.5 4 - 5 S 0 5 5 3 t; f2 10 0 6 0 0 12 12 12 & 7 5 4 3 7 7 7 7 7 7 7 - S 5 5 5 6 14 12 10 9 8 0 6 6 12 to 55 5 1.5 '° 7 7 7 7 83 5 3 - 5 S 5 5 8 u 6 t2 +2es 7 33 4 ^ - 7 7 7 7 7 5 - - s 5 5 5 5 4 - G VJWD ONLY FOR Ua TO +70, -75 u la 1p 9 0 a 4 12 12 6.5 7 55 4 3 - 7 7 7 55 43 3 - - s s s 5 45 - - PSF A,S.O DESIGN PRESSURE t4 +2 10 912 12 195 7,5 s 4•s 33 - 7 7 77 7 7 ♦ s s 5 s s 5 s RATING & FOR SPANS PER 14 t2 10 9 8 0 6 - 12 9 0 7.5 - -53` EDULE-# , I4 12 f0 0 D D 6 - t2 11 7.6 0 6 .7 ^ 9 7 7 73 6 4.5 - S 6 S 9 5 45 - - 14 12 f0 9 8 e - 12 1.9 7.5 6 5 33 - 7 7 6.5 5 4 - - - 5 S n 9 4 3 +^ - 9,-0. 14 12 t0 9 8 8 - - i2 t2 9.5 63 5 4 3 - 7 7 7 7 7 7 5 3 6 5 5 6 5 5 5 6 14 12 10 9 8 0 - 0�'. 0 8 4 J5 - 7 7 7 0 5 3.5 - 5 5 S 5 9 4 3 ib i2 10 9 8 5 - 12 id 0,3 43 - - - 7 7 7 6.5 55 - - 6 5 5 5 S 4 14 12 10 9 D 8 - '^ 12 05 7 b.0 4,5 S - 10'-0°tf f2 t0 4 0 0 - t2 it Its 8 3 33 - 7 7 7 T 7 7 43 - 0 5 n 5 5 S 5 43 ii 12 td 9 8 H - 93 T 4. 3.8 3 - - 7 7 7 S3 t.S - - 5 5 5 5 43 S5 - 14 1 f0 0 8 B - 12 9 0 0 4 - 9 7 7 6 5 - - 5 5 S 43 5 t4 i2 t0 9 0 0 - 12 9,9 6 n 4 3 7 7 5 4 3 - 5 5 S 4 33 - - - IV-0" t4 f2 10 9 8 e - - t2 10 7 55 4.6 J.5 - - 7 7 7 7 7 7 J�9 - 5 5 6 5 5 5 8 4 ,41214966 ^ - 634.54333 - - 77 54 _ - 555543 - HV BLADE ONLY i4 is 10 9 6 9 - - ii 8 S5 4 - - 7 7 7 6.3 43 - - 5 5 b 5 i.5 - 14 12 10 9 0 - 13 b3 65 43 T5 - - 7 4.5 3.6 - - - 5 5 43 3.5 3 - - - 12'-0"14 12 t6 9 8 - 12 9 0. 5 4 - T 7 ? T T 4 J - 5 5 s 5 9 b 43 39 U 12 10 9 b B 8 4 3 - - 7 7 .5 45 J3 - - 5 S 9 4.S 4 3 - t4 12 !d 4 6 - 14 T5 8 4 - 7 7 8 S - - S 5 5 S 4 - t4 12 f0 9 8 019 B 5 f J5 - 7 0.5 4.9 3.5 - - S 5 4.5 3.5 3 - - i3'-0"14 12 t0 9 B i -13 0.5 65-3-3.5 3 7 7 7 7 4.5 - 5 S 5 5 S S 43 S.5 7< to 10 8 - - 7 b.5 3.5 3 - - - T T 5 t 3 - - - 5 5 g 4 3 14 t2 10 9 0 9 7 4.8 .70 - - 7 7 9,5-4.If - - S 5 6 4.5 4 - /4 12 to 10 7.5 5 14 3 - 7 8 4 3 - - 5 5 4 14,•-0"14 12 10 0 - - 0 8 4 33 - 7 7 7 7 7 4 - 5 5 5 5 5 S 4 J 14 12 10 9 - b3 5 3 - 7 7 5 J3 - - - - S 14 /2 10 9 - 6.6 8. 4 - 7 1 7 1 5 4 - - 5 51 5 4 I I2 70 '- - - - 9 7 A.6 - 7 5.5 33 - - - - 5 5 3.6 3 - - - - 15`-0'14 12 10 - - - - 10 73 s 4 3 - 7 7 7 T 7 3.5 S 5 6 S 4 3 14 12 0 6 4. 7 7 43 J - - 5 5 4.11 - 1 12 +0 6 8 4 - 7 1 7 S - 4 12 10 85 0. .8 7 .5 3.5 - - 5 - 16'-0 14 12 10 - 9.5 7 4.9 3 3 - - 7 7 7 7 0 7 - S S 6 5 S 1.5 35 - it i2 f0 - - - 0 43 - 7 8•n 4 5 4 33 - - ,;4 a 14 - 53 - 7 ,J 'A,. - - - 9 5 43 - - - - FLORIDA BUILDING CODE(Nan High Velocity Hurricane zona' 111)4\P „ ��Y 02017 TtLTECO,INC, fCJ 2017 EASTERN METAL SUPP4Y,INC .''' NO'%, 4%, .. t...1 BER H TM tit IL E C O INC. ■ ■S■A■ E,,,BLMEAc°rwi°Rnw o1Cter r� oowSBIAE ystem TILLIT TESTING & ENGINEERING COMPANY AmBEiCQfl Shaffer Systems N pESCRP170N ow6RAvm 6v: C. 0555 N.W.359+.SL,Ste.305,tRO"Gwhla FIMZA 3316Association, )RO. 1 OLD 15-085 7/27 1 DATL 07/27/17 426B Westrood6 Drive 2 Pn. 1(305)671-1530.ro+:(305)071-1531 DRAWING e Nd :�s ► 1�111111 a-maEeois.wm West Palm Beach, FL 33407 317-107 .�-01VML�� tt14 'WALTER A.TIWT P.E. SEdC/31GM%RE/DATE rL0R10a Lc 4 44167 5 SH 14 OF 20 MAXIMILIMASQ, DESIGN PRESSURE Rs7ING.(D,�f.�AND CORRESPONDING MAXIMUM ANCHOR SPACING (in j SCHEDUI P FOR A ,RC �Eh�!�X SN L"R SPAN. AIw OESIGN PRESSURE RATING ANS CORRESPONDING MOUNTING TYPE;, (SEE UOUDmNG9 ON SHEEfs t6&'17). SOUTHERN PINE No. 2 W/ MIN. 0-0,55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SP CE PING S R I t j2" MIN, COX 2ppU4 MIN,IMLAN G W,NE S FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. 0-0,50 W/MIN. G-0,43 W/ MIN, G-0.36 PLYWOOD MIrY tl.50 / W/_MIM, 1 0,43 W MIN. G-0,36 Nwm CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS 8.0.WALL MOUNTINGS B.O. WAIL MOUNTINGS 8.0,WALL MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0& R P & 0 S&V S&V S&V W& X W & X W& X amt r40.;d F1146� ttaR 1Qu:4 t14[4FE Eow trA O3Lv xuzT 0157TH TLtr,(� asr>•1EG«',EtRJT3E�t0 fo6 a sva tvi7.Eit Mrw tarzz rye sa.r�v+ue!e[+�Fs ea+c(r� cmi+RuacRm�cans(� pm ur�u�'t F.ew tyrJ auv mss[ t rzfz t�+sa pia Rp,s.acs outs{,•t} g'_ 1 0 40 00 75 90 O5 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 73 90 O9 30 40 00 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 GO 75 90 4S JO 60 so 75 g0 05 30 40 60 75 00 09 2 10 l- - B d 6 6 6 6 6 6 i2 10 f0 9 8 8 d 8 6 6 B 6 t2 s0 10 0 B 8 6 6 8 S 6 6 6 5 4 4 4 3 12 72 t2 12 i2 t2 t2 12 12 t2 iZiZ t2 12 10 d d 8 6 8 6 8 8 12 f0 10 9 p B 6 8 0 6 8 6 12 t0 10 9 6 B p 8 0 6 6 6 8 5 a 4 a 3 12 12 12 t2 f2 i2 t2 12 t2 12 12 12 12 1212 17 12 t212 t0 B p e 6 6 6 6 S.5 s2 10 10 9 8 0 8 8 8 6 6 b 12 10 10 9 8 7 8 d 8 0 8 5 8 5 4 t 4 3 12 12 12 t2 12 12 12 iZ 12 12 t2 12 12 i2 12 /T f2 0.; 1Z 10 8 6,S 6 6 6 6 5,5 45 12 10 t0 9 B S 6 8 8 ,5 5 b,S 12 10 10 9 6 3.5 6 8 8 6 O 4,9 6 5 4 4 3.5 - 12 12 12 12 12 12 t2 f2 12 t2 12 12 12 12 12 12 10 0.912 TD .5 e 6 8 6 ,5 4.5 4 t2 t0 t0 9 5 3 6 6 6 5 4 3.5 12 10 f0 7 3.6 - d 8 8 b 4 35 S 5 4 a - - 12 12 12 t2 T2 t2 t2 12 t2 12 t2 10.'12 t2 fa OS 8„L9 7.5 s2 t0 45 3 6 6 8 5 4 3.5 12 10 10 8 3.9 - 6 8 5 .5 3.5 J t2 t0 f0 4 - - 8 8 9 .5 3.5 3 8 6 4 - - 12 12 12 12 t2t2 12 12 1 1 11 9.5 12 12 1.O g 7.5 6,5 iZf0 3.5 - 8 6 5.5 .5 3.5 3 12 SO 9 a - - 8 d 4.5 4 3 3 t2 t0 d 3 - - 8 d b.5 a 3 3 6 S 3.5- - - s2 t2 t2 12 12 t0.,t2 12 t2 f l 8,5 G.S t2 f2 10 8 8.9 5.5 12 f0 - - 8 6 5 4 3 - 12 10 6 3 - - 6 8 a ,S J - 12 10 3 - B 6 4 .5 3 - 8 5 - - 12 12 12 12 1.5 0,5 12 I2 12 10, B,5 7.5 12 12 9 7 6 5 12 TO - - 6 6 4.5^ - - t2 t0 b,5- - - B ,5 3a"- - - 12 t6 - - - 6 5.5 4 - - 6 5 - - - 12 i2 12 72 10 8.5 12 12 12 9,5 8 7 t2 12 812 10 - - 6 6 4 - - - 12 10 3,5- - - 8 S 35- - '^ IZ 10 - - - B 5 J.5- - ^' 8. 5 - - _12 12 12 1,5 9.5 8 12 12 1f B.S 7 8 f2 f.5 7,9 8 5 4 12 !0 - - 6 8 - - 12 14 - - 8 4.5 = a T2-T.5' - - - - "6-4:5 - - - - .� - - 0'S.S- '1 tf4t0• 1 10 - 8 5.5 - - - - 12 7 - - - 5.5 d,5 - - - 12 7 - 5.5 4,5 - - - - B 3 - - 12 12 12 9.5 6 6 I2- - 6 - - 12 - - - 5 - - - - - T2 - - - - 5 - - - 6 - - - - 12 i2 it 9 7.5 5 f2 f2 p,S 7 6 4 f2 g 6 5 a - - G - 12 - - - 5 - - - 11,5- - - S A.S 3.5 FIV BLADE OR10 HV BLADE W1 HV WINDOW BLADE WORKING IN UNISON; • Ee L$ At D y or use r0R Woe UFA L1!S-t0 + NOTES-ON ANCHORS REQUIREMENTS; WOOD SUBSTRATES, 1,ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE A4 FOLLO1N3: 3.SUBSTRATE SHALL CONSIST OF THE FOUOMNO: -SOUTHERN PINE No.2 W/4-0.35(NAS) 1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY LT.W,BUILOEX W/WNDAUm EUecDUE1R AS INDICATED AT -DOUCLAS FIR W/G-D,50(N.O.S.) EACH SCOMN ON SHEETS 16&17. -SPRUCE PINE FIR NORM W/040.43(NOS.) EXCEPTION;SEE NOTE 2 BELOW, ^SPRUCE PINE FIR SOUTH W/0-026(Mos') -MIN. 1/2'COX PLYWOOD(1986 APA) 2.A14CKM TO HOLLOW CEIUNC SHALL HE AS PER MOUNRNO TYPE U,SHEET 17 AND SHALL CONSIST OF LAO SCREWS AS PER 1165 2015 SPECtiiCgcONS. 4.ANCHORS SHALL BE INSTALLED FOU.OIANO AL.OF THE RECOUMEINOATION3 AND SPECIiTCA'RONS Or THE ANCHOR'S MANUFACTURER. 1FAAAA f1mo,",,�„ FLORIDA BUILDING CODE(Non Ht h Velocity HUrriaane Zone ++TN14 11y�- ••• ��"•� 02017 TILTECO,INC. QJ"2017 EASIER 02017 METAL SUPPLY, INC. ''�10Etys •. v�= FIERTIR VTM 1 L E C G► N . ■ Accordion Shutter System f(.v.MADE#t w/OR w/o H.v tiMwaW eLAnE - �� 2*, TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems CV.N DESCRIPTION DATE DRAWN LC. i,e f t Associatlon, Inc. 1 OLD 1S-085 1f27 1 CATS: 07727/17 6355 N.W.3Et%.S4 Ste.305,YAW41A CARDUM FLDROA 331E � Phone:(305)671-1530.row:(305)871-1531 4268 Westroads Drive 2 DRAWING No ++ a ..J;oftccoo.olcom West Palm Beach, FL 33407 3 /ONAL�� ++ M-ODOS718 17-107 11 WALTER A TILUT Jr.P.E. 4 t'U FLORIDA Lie,J 44167 5 SHEET P.E. SE2/ItLGM'iAUREJDATE a 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR WV 8c 2 NVi BLADES AS APPLICABLE U T R SPA + 0 — FOR INSTALLATIONS INTO. WOOD1 Nfi H DE 1 10INLY SHALL WALL FINISH RXLIMIT—ED TO 105 DESIGN SSU T G S 9EOR-MAX-SPAN A 1//b'o TAPcoN OR ,S D S G E U RATING F 10 DE 1 & WORKING I U SO YAPCON WITH ADVANCED t b 0 TAPCBN OR THREADF"ORM TECHNOLOGY /` W 1 1/Y IAin.PENETRATION / fes' I II TAPGON(Y11H ADVANCED THREADFORM TECHNOLOGY / 0 THREADED AREA TO ( t W/ 1 1/2'Ufn,P¢NETRATION OF THREADED AREA TO EXISTING EXISTING WOOD HEADER. ; WOOD HEADER.(SEE SCHEDULE ON SHEET I5 j TO f (� ' ' 1 OR I� j r (SEE SCHEDULE ON SHEET 16) (,%t} / I/ SS MACHINE SCIQDLSE ON StRET 1@ SCREWS 11 t/4•-20 I]= 11 MR& 9}Nt0 m 12'O,C, t ON Sim Tog EXISTING ) LVtIES0S{1� %r I \ ttt'� GaAS" r z, ( WALL ba rS A _ t FINISH (( t LEM I 1 Rv \, (�.OP90NAL { `"�'f"• L' WALL EXISTING MIN. bI 2`x4'Wgao + ; 0FINMIISNH.OR "iExb1WOODHEADER REOUI lt,YtI�tl�1t`t!CyU,tt 'r , RORT(FA�PG ONWITH ADVANCED EDa HEADER RE0tlR£D 2X15TIHp —MH. DFORMJGH0400v v/1 1/2 RISONTHRCADEG AREA TO OLAs.r^-j to GIq$S("'.E t MIN,SEPARATION TO Gt15S ( ( y4 1 t �4i' EXISTI}3O WOOD HEADER, )r-- aR/J1Et EXISTING (SEE SCHEDULE ON SHEET 11) l i1 0 1�i `1 (SEE SCHEDULE ON Sf IEE7 10) ". Q!"SF$EI'1D�FtXt I�11'• _ _ PLATE REO'D. N _.@ .WALL SIL _INSTAL Ti V NV MILL.-HEADER INSTALLATION I M�:SEPARATION I i N 1AI�NvsEPrARAnoN gEA�OER ISTALi.ATiO_ (SEE SCHEDULE..—�--' - EXISTINO a 1 1 ( TO CUSS EXISTtNO [—(SEE SCHEDULE ON SHEET t t} 1 �� EDULE ON SHEET IT) I r GLASS---T 1Gtnl9s- 2°x4"CONTSAM. EON TO OIA55 , WOOD PLATE (SEE SCHEDULE ON SHEET t1) a t a tIjo a 2a.al+`ss. REO'D. 1/a"a-20xJ/4'S.S. I MACHUtE SCREVS MACHINE SCREWS:Y a USING tfa'_20 NUTS 1 1, WALL ^°. i ��. i I 1/a"-A Nurs 19 f2" t a,-,--sj Mi o 12'D.C.jO.C. 1 OR BlOia: T Ga TrJ 2'x4'CONT.'/t t.�t (� tt�itlt I REBID P1ATE !.i` t t j �� EQ REBID, j s t Et} 1•Min, j -I N 1'Min. t 1 ,y I 4 t I r%„ t } 1 1/4'4 TAP CON OR TAPCON WITH ADVANCED ' 4 t o�') i t t -`} I { t �6 iti 1 THREADFORIA TECHNOLOGY W 1 1/2" ` Mt+ 1' l} i 4 t I 2"zb'CONT, I Min.PENETRATION OF THREADED AREA To -._ .} 'p.r I t !; SILL PLATE t i t/a'0 TAPCOCf OR TAPCgN WITH ADVANCED s t t � Ex STHtG vim HEADER. I'll THREAOFORM TECHNOLOGY W/1/2' L tJbC TAPCON 4R N-SE REO'0. (SEE SCHEDULE ON SHEET 15) MIn.PENETRATION OF THREADED AREA INTO PLYWOOD MCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL, t ,11 1 r ;t i` f�� 1,, I6 I WALL FINISH +« (SEE PENEOULE ON SHEET 15) EXlSTtNG MIN,2'x4` tf2'MIN.CD THREADFORM TECHNOLOGY SHUTTER ASSEtt94Y. ,I• SCUDS T9 18'OC MAX PLYWOOD REO'D, W/ 1/2`Min.PENETRATION OF 2-LiOUNTINC SECTIONS CAN DE 1/2'M!N.COX PLW100b REO'D. WALL FWISH THREAOEb AREA INTO PLY1:000 COIAS7f1E0 IN ANY WAY TO REO'D.PLYWOOD TO DE (SEE SCHEDULE ON SHEET 15) SLIT.1 INSTALLATION. HV WALL SI INSTALLATION EXISTING MIN. Yx4"STUDS 0 19'0.C.MAX.REO'D, ATTACHED TO STUDS IN PLYWOOD TO OE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WIM WITH SECTION 2308 OF THE F.R.C. SECTION 230E OF THE @ V WALL SILL.INSTALLATION ♦SEE LrM�nONo BF U OF �P�yy.,�►ALL SILL INSTALLATION F.D.G. 9LAGE a BN sHEEr to 5� CCYTC7 yFLORIDA BUILDING 000E{Non High Velocity Hurricane Zone' j 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. LY ••'�,�c•Eivs�;,. Q ,�, B RTHA te TM a Accordion Shutter System. tL Eca �1N�. . . g ; FLY BADE#1 VI/OR w/0 KV.W/NIM IAADE � V r l� TILLIT TESTING k ENGINEERING COMPANY American ShU$9F Systems E1.H OESca1PTIW1 DATE DRAWRI DY, LC % A .W.76th.St.Ste.345, .RraNA GMENS.FICIMA 3716 Association, Inc. t OLD is-065 TtzT 1 wTE o7f27/17 6355 N Phono:(305)871-1530.Fo.,(305)971-153+ 4268,We9troads Drive 2 DRAWING No "��s.°•��IpGQ� o 0:0L�..*0 Loom West Palm Beach, FL 33407 3 j'_1d7 r SJ �!/T' \ + 1 WALTER A.T P.E. d F.E. WR� DATE tYFLORIDAIf.In.Uo /abt67 5 SHEET 9 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR ,�I=HV & I& HV*—BLADES (AS APPLICABLE) MAX. SHUTTER SPAN f O — O S TOS NT D i V 9 1 0 Y VIALL FINISH $ BE—LIMITBE—LIMITED TO 105,Q Mf- A.S.D. S ESSUR R TI G SEE 19 FOR—MAX S SIG R ST T IT LAD & WOR I G U SO t14'P TAPCON OR " E a 2•MIN. YAPcgN vNTH ADVANCED 4'xOD(ern.)EXISTING ^-� -- :yy THREAOFORM TECHNOLOGY STRUCTURAL BEAM REQUIRED. jjfJ i E06C{Ir APPLICABLE) Min.PENETHTATtON STRttCTURNO ttfEOUACY f / 1/4'0-20x3/4"S.S. OF EXISTING WOOD BEAM / f%r Or THREADED AREA TO 1+ vHILLIVS TRUS5 HEAD TO BE CERTffIEO BY J r^ t ! CAI TWG WOOD HEAOER. "/ / .i EXIPF44 WOOD l t 1 ? t.Un MACHINE SCREWS REGISTERED ENGINEER OR - j _ ,r .. SCHEWI.E Oil SHEET 15) VI/1/4•-20 NUTS ARCHITECT PRIOR TO E4-71---EO -�-� TRUSSES OR o•�-Eo o tz'o c, sHutTER INSTALLATION, f /Y,%g /71 —t jz• _ 1/2. 0,0.PAFR o CED O.C.REQUIRED 7/ TAPCON OR Oat � ! i %.. C1G5'nfC 50Ffi1`6FOFORM TECHNOLOGY Max.THW 251' THR 3/4 It Max. W/t 1/2'VIA,PENETRATION EQ••"",rEO/'. f 114x3/4' O EO-• I'x4'x1/8'CGHT.ALUM,TUBE 14, `1( t OFT70NAL EXISTING WOOD HEADER. �' f/ 5.M.5. ( 00$3-T6 AL60Y)W/ ,• (SEE SCHEDULE ON SHEET 15) 1 � o a'o.c. I t or }p or t�'S J)If RAr LAG R TRUSS To 1 %}•7txr s'n or L'.l or 15 I LOCATE tAGE'SCREWSUAT MI7NIDTH OF DOTTING WOOD P(r3TIfIG lJlrl 2'r4" 1 I ) MEMBER, 2'Min,NOMINAL EX10TINC-^+I OPEN HOLE AT EACH WIDRI}Y7J(2'tin, CLASS 11 HEADER RO'O'D MIN,SEWMATiON TO CUSS EXISTING N STUD TO ACCEPT PENETRATION OF THREADED ( (SEE GCNEDULE ON SHEET ti) GLASS-- I 5/1s'o LAG SCREW AREA.VALID FOR At CENTER OF TUBE. INSTALLATIONS VATH 71 Of Mn.9PIPATOLH! } I ' MAX,A OA.DESIGN LO�D AND t� EYOSTING +n O'-0'tdAX.SPAN.TN S V ALL G S O yf42tlE ON 743 f j TO OA^f($0E N I L YAUD 1t f0a aA[e Rm =a paF FOR WOOD W/MW.SPECIFIC ! Ot sfrr t2�0R K(DOR'& ')It rpaartEt0ur3 GRAVITY OF 0,50 AS DOUGLAS OO/OM (Da Q� I tX"ks�Ar�) I � �//�� ..""��♦ FIR OR SOUTHERN PINE No, L GNLEY I/OR fYRC+L SHUTTt7N A5"(:HOLY 't,J OR'L7` OR EQUAL. 2=HOONtxc GECTOHrD cUT LE CouLlrzo' T(�IV CEILING,[�STALLATION IN ANY WAY To titsf,ua IISTALLAnON. (,I)14V CEILING-IN T LLA ION, ( saTo lrAE° aTT --^ _J OR �♦ 15EPtARtiiiON I I (6EEt SCHEDULE0ONTSHEET S$I)— EXISTING I Tal�10 rm TO GLASCHER t GLASS i DAM0 a (SEE sGNeoul£ EXISTINs—.� t ON SHEET tT) u i 9Tc"RONRL I} LxisnNc I 8 I I 41A44-7 I LOCATION 3Js IATt. GTA55._..} i HEX FtNt$h) }( 1/4" a. 7�-T-- 318'Lot. �.�. ASHE8 CAD TEK j } } DECK REOUIREDD '�-�+ ! SCREWS b 52'n.c (NO flNlSti 13 OR Moc 2'x6'tAlt.WOOD I DECK REOLIREO(NO "- �__ �• ALLOWED) dwy FINISH ALLOWED) E I./ / FINISH tE OF DECK %2' i' OF �--- —^ EDGE 0r PECK o `.,, E♦ Ql FDAVTI7CABLE . . `��-� DECK If ---^"' tr APPLICABLE 1.\ i/4•P-20x3/4•S.S. --' APPLICABLE /4"tl TAPCON OR Win. PHILLIPS TRUSS HEAL �,,, 2•-yIN.�~—_ ��µ-~~q '.`�--- �._-�� l'1 TAPCON VTrI4 ADYANCto HILAE SCREWS 1/4'0 TAPCCN OR TAPCON WITH ADVANCED i 2`x4'COtG. I THREAgFORM TECHNOLOGY W/ 1/4•-20 NUTS THREAOFORM TECHNOLOGY W/1 1/2'PAL,. 2'MIN. SILL PIATE },` W/ 1 I/z•Min.PENEItEAT10N 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADrORM `MIN. PENETRATION OF THR..ADED t IllREO'0' I 1(` i OF TN}?EAp£D AREA TO 0 12'O.C. TECHNOLOGY Wj i i/2'Min.vEN£TRATOH OF THHREADEO AREA TO EXISTING WOOD HEADER.(SEE �.1). til III (If I �""—EXISTING YlE HEADER. AREA TO EiXISi1NG WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ uulT aF usE FOR �fIV -• WALKOVER INSTALLATIDN V, WALL SILL INSTALLATION par str�j6 WV FLOOR (Vs TION FLORIDA BUILDING CODE Nan High VG}ocity NUrrEconD Zone �flr 02017 TI.TECO,INC, 11;72017 EASTERN METAL SUPPLY, INC. �icE�rsF., 4.�+ B RT�1�TT� l 1 i1. EC d -Nc, A■S.S.A. Accordion#1 W/ORT Shutter System a ? liv. MADE�t w/OR w/o N.v NANDGW MADE American Shutter Systems Lv.N peseatPnaN pA E BRAWN pY: 4G TICCIT TESTING k ENGINEERING COMPANY Association, (TIC. i OLD t5-095 7 27Jt CAM 07/27/17 43}5 N.tt.38HR.St.,£#u 305.L1,TdNN oAROU+O.TLOPoOA 331 phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 V11.140001.0. West PQIm Gooch, FL 33407 3 DRAWING NO dr.ES-0006710 4 17-187 WALTER A,TILIIT P.E. P.E. SEACfSEGNATURE/GATE FLoawA UP HP 44167 5 SHEET 7 OF 20 END—INSTALLATIONS NVB QE WIN00W BLADE INTO 2"x4" MIN, 00 S U S a uM 0003 2'r1'ilaR SNDS REO'S. NODD SINa3,..-, . •` 1/n'I 1YACgtI / ;' ; l s r i F / / ]•r4•IAN• µR eFPuwlaa) •./i- �uraroa o a•o. I 1 eaai mos. t /I w�+rf]•uci. \ � ^t\ % 4s ucuuDuf °nre� \t / tcflcr�clinai \lt +•t tt r �-(p w r" iD,n•cox euro 1u+ss j \ I• rrv+0o5 r Nq h� ji j \ N aura / \ GTUV3 rn7r. Ur3,Pi4 I 1: j�cn5roea eu.s / „ \e ,/z•,L"i.Wz tiir 4itRIiKI1 — a.,l/Y un Cox -;- i�il;QA:a etE Ie6 i tjz•60(1.£01 W 4covmm .A (SS TVab'b( - WX4t00. IRl96i sD Rta¢r YtTitoaa D1iAlt tk 88ar ttfla�(LHA (rD t6feCCrr ittr in`M.COI OI fl4Yr is fRq __.�� tI rm NKl'�J/l0 1/ A n 1aa NVS Q1uo v�aasr le ALTIM PL.... OuaTme Pule(LotwTE tnasx ( 43f i 1 Y uPt. ai ~ olD Oi:. - ...,�' <1LLcas-w nuMpajr,(1� /{• 4 i— {11/lerl/Y'gii.R to r R 0� 5 4 i)ul+a tt+°aCaaUewn .t f4 I 1 OR owl SIT ucAG.x (DOR gj♦ I anaa sc[ord.) OR • TO iPACX5 + ffr a.'fAT,I rON swe°e'assrena ey 43• PaE0g7o1 .Q*{0 «80•L4 i3• •{d•Vf,(fT+x10. 10 •49' t�• -ft- END • C4• X4.7 • (�'C4.O 4T+•�fi' _ aU Lb•i§C%•�4ry gf•�•0a•�g• •� END CON ECTION DETAIL 9END—CONNECTION DETAIL NCONNECTION DETAI� END CONNECTION DETAIL � Is,owjaFD Grar FM 1-74-3-m-,3rq Tsui tr-a- _ !- ]•MtNN.I _I/4'!is£SCdI 4'{b.W3 tj4b TtPCg1! rfDA/Y SASS. SNSa krOTi. YIN, DIG C. rlanBG aW4 Pr ar UTtlp a 1]'o,e auOw wn o IY D c u 6 txrrraacn M aArs SBTX 4 SEE LIMITATIONS OF USE FOR s SfY ince. SOiDGid ar 9+6Z7 4 BLADE(R ON SHEET 19 T5 it O(".f.� .-..�..»e— 5 I MADSO)49 , __ __ a7�,��D p i, 'oo -� - - vi vtrr is i 1n•u N. � � I 5 r3Ani� d r� X QTR • dI 1 , (D OR I 4 w � QQ yt� •QY n•MQa iC�.�e�j'. IOU Mz" 1Rt1.WOOD trNA. « ® PLAN 'baa ca ''��4�,- mroa Pca•a« rnrsrt �•i•t�• •T�•4 Q• • '4•�•4a� DETAIL X END GO ECTION_DE AIL Q' END CONNECTION DETAIL f 2 rrrrr�'�""'�•., FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone 02017 nLTECO,INC. 0 2017 EASTERN METAL.SUPPLY,INC. BERTHA HVTM TcTc a N�. A■S■S.lA■ Accordion Shutter System H.V. RAX#1 W/OR W/0 H.V.YANDOW BLADE American Shuffer S sfems TILLIT TESTING & ENGINEERING COMPANY y rv.N 0csc0iPToi+ OArE GRAvn 8r: Lc. �O 6� Assoclaflon, Inc. I OLD 15-085 7 2711 pA1 07/27/17 i W55 l+M.M R SL,SI.•305.t1RCNA GAMD4.FLORIDA 3316 �i Pnane:(305)871-1530_.Fa.:(305)071-1531 4268 WestroodD d3atvc ] DRAWING No q-mal:OW 17-L.O. West Palm Beach, FL 33407 3 �ONAL 1r��N / R A.TI JT J a 17-107 WFLORI A tI.0"e7 P.E. iEA SIGNATURE/DATE naRwaLc a u187 5 SHEET 6 18 OF 20 •AEN I,_�! nONS AND •ONDtlYONS "F USE_FOR 9ERTNA t.MAY,A.4.0.DESIGN PRESSURE RATING:4110,-110 P.I.I. 2.UAX SHUTTER SPAN 90' 3.ALLOWED MOUNTINGS:A.D.0 k H ON SHEETS 0.71 AS WELL AS MOUNG408 M,a,T,U&W ON SHEETS TD At 17, t ONLY C0=RMATES�i ®(DOTH W/�♦OR�/ya)ARE AUAWED riTfH t /'� 5) ARRAt IN A SYMREf OR OJ1P6SitfC LAYOUT,(N CA5E aF NG 'C% OUL 5 MUST BE INCLUDED ONLY AT"MRIOR ACCESS SIDE Or 'LJ GJ E. w � TYP.EA,ENO • • • • A !r) + ♦+ +� (3"( I �NOOW-Q�,IADE Q SHALL ONLY ALLOW A WXINUM OF 5 OPENINGS j.l NOCES}TOR 4�4 PER UDE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLEARANCE FR TOP OR 80TT0M EDGE OF IN WINDOW BLADE MAX D Y4TN00WS • + + + +' �+ ++ +• OF ANY 3-6 HOLE FOR L1 SHALL BE 12`, ALLA'HED LIN wulDOrr RUAE t� {C}FIRST OR BLADE COtDHO 64N7 FROM STARTERS AT ENDS MAY 8E NY WINDDVI BLADE W +` {D)NV ViiNOC`W GLADE�MUSi 0E USED ALTERNATE 70 A SOLID Kv&ADE© (TNROUaNdUf SHUTTER'S WIdTN. o • +, +• �• + EtlVATEIffeiDYSI�E ALWAYSBE INSTALLED ADJACENT TO A SOLID HV 1 •" ggA t $tl + (F1 POLYCARODNATE HY WINDOWS HALL BS INSTALLED 50 i1jAT TAOS FACE COt+t1ECT10N 88 /./-s{} tkE INTERIOR or THE OPEWN,O G?.PROTECTED.Nv wIMUST BE BY ASSA�-- OLTA1IA CH ONEETS • ggU if INC. to HEtaty1T. $a� 0.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME y6q d BUILDINGS ON SNQT 15.AS UNITED dY SPAN AND DESIGN LOAD(SEE NOTES 1 P IP g 1 k 2 ASOVE). n$ M �« INSTALLATIONS l1TO SLRED COKCRSEE E CONCRETE BLOCK AL ON SHEETS 12 A3 AIMI ED BY SPAH AND DOM LOAD(SEE NOTES I k 2 ADOVE), 11 IL ��.��(�1S�;y,E�E� 0,MINIMUM SEPARATION TO CUSS SCHEDULE,PER ASTM C-1000: T.J� i.�'TGPJ&FBBOTOM REQUIREMENTS) w .,(',1� ,ftp WIND ZONE MtNWUU SEPARATION TO CUSS p N '�l9' �:./ Lll N41M1lED WID t THRU 3 1'`- ELEVA-110 MN.SWA'A"dN To Sas 4 6.25• r"STI1G CLASS - SEE SOFEDULt CN SHEET 1T FCQ tI1 __« rA0 ON TNS SFffET F6T&1DF$(D& A (x01 P. SY1AN RICAL CENTERlAATESQ� \�.. '/ I (unsol 1 LV/2 ORBAND �. WJa (SET NOTE A ABOVE) PLAN TYPICA C17 HV -BLADE WORKING IN UNISON WITH HV WINDOW BLADESIA! SHUTTER* \" —. rr/ NIINt'A" "'• FLORIDA BUILDING CODE(Hon High VelocitX Hurricone Zone 111 1/• p00t7 TILTECO.INC, l(A'2017 EASTERN METAL SUPPLY,INC. BERTHA TM A A Accordion Shutter System /71VL i C 4= �tN e. ■ ■ ■ ■ KV M.UX#i W/OR w/o KV.W=N BLXX 'a 5• * TICCIT TESTING & ENGINEERING COMPANY AmeIriCan Shutter Systems xv.N OISCRI"OH DATE BRAWN 01i LC. '9 •.,y �' Association, Ina. 1 OLD 15-085 T 27/1 dare: 07/2T/17 _ R ,:<y , @SSS Hw.3ek SL.Ste.305,STAGWA COMMS,FLcr{ra 33s 42fiB WestroddR Drive 2 4ID t Phona:(305)071-1030.Fa•:(303)071-1531_ DRAWING NO ...... ��t'� 0-mot:wtee0odd.com West'POIrtf Beech, FL 33407 - 3 _ NAt,�t��'''` ED-ddds7ts A 17-107 +r+ WALTER A TILUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA LIC.A 44107 c SH19 OF 20 "AIA-6w MOa ,a VARIES INSTALkATI0N5 W,Z HV BLADE $t HV CENTERMATES �9 12.000•M°..� /6211Wn,0_66,G.,,STEL 2 M° INTO METAL STUD WALLS °°'' 6r- , lu MT:TAL MOS AT,6'O.C. d36 hi" n 1/4M NOMINAL A p �U��Iwo n:cK LOn 4Tc _ 4'0 11 5t STF INSTALLATION,' T METAL STUD WAILS 8083-T5 ALLOY care.GAW,mE€L,PACK cw�NNQ„ ®6"a.C. 0 6-o.c.h , I T..�i s INSTALLATION-•� 53 a.00D" A$RA A-653 GRAD 40,0115A,O-°D f SEPARATIpN '[p GLASS_SCHE ,� CALYWIjED FAW FAWNED OTUDS " 1. MAX. A.S.D, DESIGN PRESSURE RATING: +75, - 75 Of M°7' W//((2)i0r,/r ICK forty aN EXUTu1G FINISH (P ) - IN1EdICR Ai EXTrock FAC& AS APPLICABLE f 2, MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION a3c LENGTH + 1' LAIN.SEPARATION 3, ALLOWED MOUNTING. M@ ON THIS SHEET. TO GLASS EX5AN0 GLASS TO CLASS n n (SEE SCHEDULE) Q n 4. ONLY ENTERMATE 21 W 24 HV LOCK ARE ALLOWED 1 THRU 3 1" 43 MUST P PENETRATE ROUT i (typ•) 'v / MUST PENETRATE 3c 1" m WITH 21 ARRANGED A METRICAL LAYOUT. c USE OF" (2) 35 (6" LONG, MINIMUM) MUST ALWAYS HE 4 4" sC +'.° I/+'w 0.035'naGK Mb EXISTING FINISH f INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF D5a` TEEL 0449 CINN041 AS APPLICABLE ,, CENTERMATE. OWE 40 Uh,.'a 0e�j ,,--„ i •-:--•--T4 ASTENED TO OR 05 CCRMFAc 5N 43e d' . C 4'D.C. 1/q"0-20 THREADS GLADE SLACK DETAIL aVF IS ALSO VALID FOR 3C i/4"P1 ELCO CONSTRUCTIOCENTERMATE 21 APPUCATION WITH BLADE 1Q1f2•r 9A35'THICK 0 S- OX. COMPONENTS S�rA A-083 CRAOE 40 .. r,£faji-55 GALV.STEEL '` •'' ` I MS WALL_HEADER III L INSTAL TIO STUM AT 10'OC, in. ';`' ,,�,:.^ ��h ---EXiSTi!TO &BTT APPLJCAaLE SCALE: 5/8"= 1• (7YP.TOP a BOTTOM) — _ '�•` —,_. _ 4- t SIA*.a ,/a'x 0.035'THICK Mift. ASf5nX6-zE S,;NG CLASS TiA-&3 OP"40 Mi0-0 - . i;. >-.,.:,. :.I i•�, OALVX41�FASTRtED TO STUDS 1' SYMMETR�CAaI, 11- I I SYtY(METRYCAL I I' F v S I w//(z) e.t/2 TEu 6CnEw6 aN I I; '' '. ._• ~ • I I'f { MIN.SEPARATION ARiE i IC1fERWR do EXTERIOR fACC TERMATES WI. i SEE SCHEDULE) M2 . 3 ( EDULE) I I. _I i 1 11'•,EXTE,SIOR AGCES5 SUO INTERIOR ACCESS SIDE ;' , IL•" a { -- -- __••------------------ ------------- ----- ------ -------•-- --------------- --_•_--a;-{�.�•-------- - -- - ----- - ---"IN •3-(5"Min.) -----IN- --- - ¢ - - 21•--------- -- •`- ----2 --- 2 t 2 l 1 e Loc 4 a AT t 2 'G ' 14V HEADER/SANDS ._ _s:ayes�nw__ .., .. _ - --.. _ _ - _'.. ' _ .a .... ai - •- - •._ - - - YI_ EW Y � � I - 1 2 3 (6"Min.) f I 24 SIDE CONNECTION TO TRACK 3 1/<'(Typ.) 6 t/2"(Typ,) 7• 7" 6 1/2"MAX,SLACK *ik (cont') ED BLADE SLACK DETAIL-HVF Y_Q FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zona' T 02017 TILTECO,INC. - 02017 EASTERN METAL SUPPLY,INC. N. 111.1 E C O 1 N C. A■S.S■A I. .Accordion Shutter System H.V. BLADE#1 W/OR W/G H.V.W1NDW a" jr; jJJ*> li< ; TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems Ev,x OEsemPnOq oA ORAvnu LC 1335 NM.38th.St.,Ste.305.MRCWA°ARSENS,Faro 3}, Association, Inc. f OLD 18-QBS 7/27/t OATS 07/27 t7 .� ; PbOn°:(3°0)°7,-1530.Fm:(305)87,-"3t 4268 Westroods Drive 2 DRAWING No 01!M.4Ooa.— -West Palm Beach, FL- 33407 3- • �y�} .,•�Qt��Yq;•'��a rtt,E WALTER A iC,LIT1Qr.P.E. T 7'-t 0/ -.. y7 1 C }AT� E1DaTE a++,G7 SHE a P.E: s 2o OF 20