Loading...
HomeMy WebLinkAboutRevision OFFICE USE ONLY: DATE FILED: �� �� PERMIT# /'0 REVISION FEE: r`t S• RECEIPT# PLANNING &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: �IMMQ� ` rJ(Zjrr►� per"'�� d�C..:hC `� .Ati..� 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: 57 Z ST.LUCIE COUNTY CERT.#: I CO S 2 BUSINESS NAME: Q Q .51.,>tiltr w.wic�c s QUALIFIERS NAME: W►.:tA%A Lf pi i 35fu 5c e a ADDRESS: l b AV,,' S!�- CITY: ?3,4- 5�— 1. a STATE: r-L ZIP: �M PHONE(DAYTIME): '772.- 191 - 1 R 1 FAX: 772-g?— 07TO 4. OWNERBUILDER INFORMATION: NAME: N ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: N �� ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 Florida Building Code Online Page 1 of 2 x w o s r A tt a � Q,.: `.•6.. ar.i Mir �" .�� .v' .d^+1� t(,£. � Fdx3 � 1r`9s.c .rc r ��..�.,'S`n^e� t�`,e ''S" -�L •;i:,. ..p• �;, bY�, a r. s .ti'^r Yy"r`5: }:�nj� �p�RmPnZ SCIS Home .Lop In User Registration Hot Taplei ; Submit Surcharge Stats&Facts Publications t FOC Stall BCIS Site Map I Links i Search Busines ( a Professitn�' l product Approval usea:Pumlc user Regulation Nj.incl Aensrnwll Mena>Paid,-or Annbtihno S-mh>AERUi-ulrHs�I9t>Application Detail CE FL rt FL389-RS Application Type Revision ��a Code Version 201a /�� Application Status Approved �' Comments C/1y�/_��'r Archived - "�' Product Manufacturer American Shutter Systems Association,Inc. �1 Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (S61)209-6263 Weeley@easternmetal.cont Authorized Signature Bill Feeley lrodriguez@easternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accartllan Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 'l- Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tilht,Jr.P.E. 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 validation Checklist-Hardcopy Received Certificate of Independence Ft 389 174 CO! HV ACCORDIbM CI N NriVH7 nrlr 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 or Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.flbridabuilding.org/pr/pr app_dtl.aspx?parani=wGEVXQwtDgvYYiIH2vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 f:Summary of Products ,,FI' # Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and Non•HVHZ -Orw 15.086 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No Fi.389 R�II A.S.S.n.tN [: gJ<_Ll�r,gj I 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 I Other:Large Missile Level'D'.Max span is 12'-7'for 35 psf positive FL389 RR AF A.S.S.A.IN, P.F.R. DRVNIG 15-1?)FCi.p(if ASD load and 13'-0"for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes 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 1 In unlsomMaxspan 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' jr+64,-64 esf.See sheet S for others ons and ASD pressures. . Bertha HV Accortllon Shutter-Blade l Only- Extruded aluminum interlocking blades retained by tracks(topand Non-HVHZ-t?nvy 15.085 bottom)for storm protection 11mltsof Use Installation Instructions I Approved for use In HVHZ:No 1`10S4 R Int_-1 F S.S-A,INC: R.Kffi a5- aS.ucf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. i Impact Resistant:Yes Created by independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large.missile level"D'.Max.Span is 16'•0"for 30 p.s.r negative F6382.R8 AE A_S.S.A.INC.. P F.R. DRVIG. ny_j)�tf ASD load depending on centermates and locking rod configuration for the Created by independent Third Party:Yes ? HV1 blade,8'-0"for+64,-72 ps.f.load for HV blade for keystone ! mountings 7'-0"for+75,-75 p.s,f.for metals stud mountings and 8'-0" I for 110 p.s.f.(or HVS and HVSA working In unison.See sheets 7,11 and 20 respectively of Installation drawings for other spans and pressures. ' 1389.31 389.3BerUIa HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non•HVHZ)•Drw 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL3F9 R8 11 r.S S A INC QP%VC+5.084 ndf Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant;Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports f Other;Large missile,Max,16'-0"span at.30 p.s.f ASO load for Blade 1 N 389 R8 Ag n.s.S.A.INC., P,r.•.-R. Onyii,.15-p 5n nuf i and 38'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively— 7111 € Contact Us::1940 With Monroe Street.Tallahassee FL 32399 Phone;850-487.1824 The State or Florida Is an AA/EEO employer.Copyrfnht_2001r2pf 3 State of Ftorlda.::Privacy Statement::ncccsslhlUty Stntement:;Ref and Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487,1395.-Pursuant to Section 4SS.275 (1),Florida Statutes,effective October t,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emans 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 on email address which can be made available to the public.To determine If you area licensee under Chapter 455,F.S.,please click here. Product Approval A—pt.: 3evurit Vm l:::1 R i fY 3.� http://www.floridabuilding.ora/pr/pr app__dtl.aspx?param=wGEVXQWtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES- 1.SUM H.M.ACCORDION SHUTTER SYSTEM SHOWN ON THS PRODUCT EVAWAOON DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(51h EDITION)OF THE FLORIDA OMLO G OODC THIS ACCORDION BANTER SYSTEM SIAL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZOIIL`S. SIGN WOO LOADS SHALL DE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COX MR A BASIC WIND SPEED R=RED BY WE JU05DiCTWN WHERE SHUTTER WL. TABLE OF CONTENTS BE INSTALLED WITH A WtECRONALRY FACTOR Kde0.85,USNG ASCE 7-10 AND 910.1.NOT EXCEED THE MAXIMUM(ASA)DESIGN PRESSURE RONG5 WDICATED ON SHEETS 11 THRU 15.10&24. IN ORDER TO VERIFY THE ARNE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SWILL BE FEW REDUCED TO A.S.D.Dr31CN WIND Laws AREA 1: HV BLADES(D 6t QA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS NNDCATED ON SHEETS 11 THRU 15,19&-20. GENERAL NOTES SHEET 1 IN ORDER 70 VFRVY THAT ODNPOEFNTS AND ANCHORS ON THIS P,ED.,AS TESTED.WERE NOT OVER STRESSED•A 33 9 INCREASE IN ALLOWABLE STRESS FOR'WAND LOADS WAS)a USED IN THEIR SYSTEM COMPONENTS 1-20 SLEET 2 AX%I.YS&HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACTON SHUTTER SYSYEY'S ADEQUACY FOR WIND AND LARGE 60.550E IMPACT LAAO HAS BEEN VERSED IN ACCORUMCE WITH SECTION tGOI.1.2 OF THE ABOVE MENTIONED CODE AS PER AIL REPORM- TYPICAL SHUTTER ASSEMEAX 36-44 STREET 4 ' TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0+ (0214.01-03.{0715.01-03,It004.01-05,#1214A1-05.E0317.02-06.I0609.01-10 AND 0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS ARD ASTM E-1866 AREA 3;,HV 13LADE(1)AND HV VAtIDOW BE og F& AND E-1996 STANDARDS(MISSILE LEAN V.WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS DACE 10558E (WHERE APPLICABLE) -H!WHOM&ADE 3 10505.01-03 AS FAR ASIM E-1886 AND E-1996(MISSILE LEVEL 0.WILD ZONES 1,2.3)BASIC PROTECTION ONLY AHO/0723,01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCHS SHEET 5 HESTALLATiON DETAILS A-F.CONCREWIRLOCK SHEET 6 2.W WZE(D MND HV WINDOW MADE @ ARE ENGINEERED TO WORK IN U6iSON KIM EACH OTHER UNDER THE GENERAL LILITTATIOEA'ANO CONDROONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-M,CDRCRETE/BLOCK SHEET 7 3.MOM H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DMECT MOUNT CONNECTION TO TRACKS SMALL BE i14n275-AND(140.75'!O'SPECINELY•410-Hi MR&=SUbES CENTERMATC DETAILS NV SHEET 8 STARLESS'TER SMOVS WITH 135.0 k11 YIELD STRENGTH AND 180 W TENSILE STRENGTH.P&M SMALL.BE COATED WITH DENTIN W OACROSHIEID COATING SYSTEM A9"AMACIURED BY APPROVED CDNIFRMAT'c ALTERNATING DETAILS FN SHEET 9 COANNG APPLICATORS.ROMERED KIN Al DWA N SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE m MARKING ON THER HEAD, 4.AL AIMC4UN EXTRUSIONS SEAL.BE ALUMIONU ASSOCIATION ALLOY.AND TEMPER AS VLXCATED ON SHEETS 2 AND 3.MINIMUM YlkD STRENGTH FOR 1063-16 ALLOY IS 30.0 kA AND 35.7 IST FOR DID CONNECTION DETAILS 1-6.1CDNawr.q/mom SHEET t0 6005-75 ALLOY. MNOMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A'S SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER DIN 50016 WTTN 50 kW MW.YIELD STRD GM AND 9O Tai MIL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 0 AND SIAL.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.DOLTS TO BE ASHY A-307 MVAMM SIM.OR AM 304 OR 316 SERha STAINLESS SIM WITH 35 U WKMW YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATDIS:HV MADE()A : 12.13.14,15 AND 20 IIWALIA710-1 DETAILS M-R.WDOO SHEET 16 HV EIADE'(D&m woFmG IN t-so:t2 TS&15 INSTALLATION DETAILS S-X.WOOD SKEET 17 Q M6 BERTHA LIM N.Y.A:.WfROSHUTTERSHUSYSTEM['FULLS A U.S PATENT/G•779,592 LOY?ONFNT9 OF 7M5 APPROVAL ARE COVERED.07 WHOLE OR IN PATTY BY U9.PATENT IS•4u8,179 ISSUED TO EASTERN END CONNECTION GEFARS 7-12&X:WOW SHEET IS METAL SUPPLY,I.C. S.IF SHALL FE Ti RES•ONSL&'f!ry OF THE CONIFMCTOR TO YFTIFY THE SOUNDNESS OF 11-TSTRUCTUREWHERESHUTTER IS 7D BE ATTACHED TO(SURE PROPER 0.VCNQRM;£CONTRACTOR 70 SEAL/CAULK AREA 3: HV WINDOW SLADE A ONLY AL SHUTTER COMPONENT EDGES WHICH RDAWN,THRU FASTENING IN CGYTINT30U5 CONTACT WITH THE GUIDING TO PREVENT WIND/RAIN OIWUSON, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT LIQ BAPE�W IT LABEL IN AA YSAND SIBLEL��LACE WITH WAWNG NOTE:D=NG PERIODS Or HURRICANE WARNIRS HDI/E OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE AL W AND HOCCNTERMATES AREA 4: FN WINDOW BLADE wiONLY 11.SINNER WNUFACRNRER'S LABEL SMALL BE LOCATED CH A READILY MOLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17 tO.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 2D PLACED FCR EVERY OPEMING.LADEUNh:TD COMPLY AIM SECTION 1710.&2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDRON SHUTFFA SYSTEHS LWIALIATION SMALL COMPLY ANTI SPECS INDICATED M TM$DRAWING PADS ANY BUIWG AND ZONING REGULATIONS PROVIDED BY THE JURSOICnON WHERE PERMIT IS APPLIED TO 13,Cc)'THIS P.E.D.PREPARED BY TCS ENGINEER IS GENERIC THD DOES NOT PROMOE INFORMATION FOR A SNE FPO NFL:PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM TIRE P.EO. (b)CONTRACTOR TO L:RESPONSIBLE FOR THE SELECTION,-PURCHASE AVD INSTALLATION R=MING LIFE SALTY OF THS PRODUCT.BASED ON THIS P.E.D..PROVIDED HE/SHE DOES MDT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAIFD ON THIS DOCUMENT.CV=RUGnOM SAFETY AT WE IS THE CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) INS P.E.D.WILL BE CONSIDERED I VAUD B ALTERED BY ARY MEANS. (d)SINE SPECIFY PROJECTS SHAL8E PREPARED BY A FLORIDA RMWERED E7NGth'EEgR OR ARCHITECT WF"MLL BECOME THE EICKEER OF RECORD CEA.RJ FOR THE PRWECT AND WHO WILL EE FRESPOF15191E FOR THE PROPER USE OF THE P.EO.ENCMTER OF RECORD,A:1@0G AS A D010ATED ENGINEER TO THE P.EO.ENO+NEER SMALL WSW TQ INS LATTER THE STIE SPECIFIC DRAWINGS FILM RENEW. (e)OKUM P.U.SHALL,BEAR THE DATE AND OF47AAL SEAT.AND Sl.YATUPE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, Nu FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone pJAO��Z�R rA, 71i'I - 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTfi A. /� Q /� Accordion Shutter System � 010E v Z717L e:o Nc. A.S■V.�'sL■ EtY.0.ADEg1 W/CR W10 HV.YANx)N RADE -0 i � //-7`; ' American Shutter Systems -p. ,TF= TIWT TESTING & ENGINEERING COMPANY OL3vFnaY @An °Yi ILL O' c, Tf�r &rZ NX 3M 5E„Sa MS.IX-VA GWODS.1:0MA 33R ASSOCiatiOFl. Inc. 7 OLEO T i-192 4/13/15 OUL 1/13jT5 . +•-..= pr-:(305)871-1530,For 4268(3O5)671-4537 4268 WOstroads Drive 2 % ��a _w.; .;wt.a77.LL West PDim Beach, FL 33407 3 DRAWING No �NAI 6��AaA° WALTER A RIR J,PE 4 15=Q85 P.E. SEAI'�NNA URE/DATE FLULd l c /+41G7 6 SHEET OF 20 -3*r-r1n WON WX . vA10ES 1X01•„ 1.91 4' p f 451' ,09 •�- n 4171 Y ! 1.65 4.999• ` �. 3ONV UNIVERSAL FLOATER • 5 HV 90•j180' STARTER COVERED UNDER US PATENT# 5458179 OUAIJFlED FOR USE W/ HV BLADE(D OW DIRECT MOUNT HV BLADE 1 HV WINDOW BL4DE■ 6OD5-75 ALLOY AND TEMPER _ QUALIFIED FOR U�E W W 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 t BLAD 6063-76 ALLOY ANO TEMPER :37W 6061-T6 ALLOY.AND TEMPER •R31r 2.670• 1.556• (T�a .994' ,. 670• ZT28• ••• 72 :1� o 1915' 2.092• T 0 3 a.m• HV ADJ. ADAPTER UP ` 125G 1.375- 3. 6' 4'072 etAbHE �® (�D HV WALK—OVER TRACK 820 ADJ. DED' OUALIFIEO FOR USE W/ HV O9 HV TRENCH TRACK 6063-16 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/7N HV 6063-76 ALLOY 0 .PER BLADE 1)ONLY. HV RAINGUARD BLADE(i� 6061-T6 ALLOY AFt0 TEMPER vM'+S 7 9�. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U,,�E W/ HV T• 1.915- BLADEA(177) VAMES 6063-T6 ALLAY D TEMPER g 7.917• �I 1 g O6]• '� `1 .063• 3. 093• .060• $ .loo 6 1 7 1• .093,: T, 4 670, 1.606• g �FIED ' . 13HD CEILING HEADER/SILLFOR USE W IN BLADE t ONLY, Qt ONLY/ QUALIFIED FOR USE W/ HV BLAOE� HD WALL HEADER/SILL SEE SECTIONS FOR VALID ITI'- SEE SECTIONS FOR VALIDITY. QUAIJFlED FOR USE W/ IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER SLADE(D ONLY. 6063-T6 ALLOY ANT) TEMPER COMPDNEM A B TL TZ % Y t k Y IOL t .... y� 2' 0.1^.5' . 1' t' .062• t7 _ 5• -J 1f6- 1/6' 3- 11 3- 10.090' 2• S'MAX,j 0.192' 0.192• 1®SIDE ANGLES CORNER POSTS OUALIFIED FOR USE W/HV ALUMINUM ANGLES �9) 1 2.5' 7•MAX.';0,796" 0190' VAiJFlED FOR USE W/HV BLADED • OUAURED FO$USE w/NV ' _ BLADE T 6063-76 ALLOY AND TEMPER Blh}E(„I)ONLY. e 6063-f6 ALLOY AND 7E11PER � 2 S'W7C.j 0.134" 0.131• 6063-T6 ALLOY ANO TEMPER F10RiDA BUILDING CODE Non High Velocity Hurricane Zone ®2015 FASTUUJ IJErAL SUPPLY,INC. �9 BtERTHA HVTM VEECO 1H,. A S S A Accordion Shutter System ■ ■ ■ iLv BLADE#t w/OR w/o Itv WNxMr BLanE . American Shutter Systems = 7ILLIT TESTING h ENGINEEP,INO COMPANY rj Daavtl°" cAtE rnuc, 0 STATE OF a 35 u.aan N• .=vsefw CAPXM.FLOI3a1 S1, Association, Inc. 1 1 OID 11-192 11/13/15 WE 4/13/15 -LerS Pim,:(305)571-1530.F.:(301,871-1511 4268 WestrOads Drive 2 O�'•• �?� •is W O.W.— West Palm Beach. Fl 33407 s ORIWING NO S...... NA���•0 %ALTER A. J�_P.E. SHEET 085 -P E., fJfv�6,6W1Y)RE/GATE F10R� Lc°`i17 e 2 OF 20 4376' ice' 9• 1 s xmi _ t IglISNC DYNR 2. 3' .745' _. 4S' !0.331' ssM BNRD PA7T.ED t 4•-p T�PS/am, 1 I JfII .. ..•.�v Ld1�KlT+(a�p9vE (CwNOME 2 HV CENTERMATE �Gl�, Pa. 325 fi f ® HV EGRESS LOCK aUlLL1FlE06063-T6 ALLOY AND TEMPER & ONLY �1ED FOR USE V!/ W BLADE 1 & I ONLY a s' I OUAUFlm OR USE W/tiV QUALIFIED FOR USE W/ w 6063-T6 ALLAY AND TEMPER L. BIADE�7 &®ONLY. BlME O6c�jP ONLY. AUFIID fOR USE W/HV BLADE1 ONLY a& q.W 74' 60GS-T6 ALLOT AND TEMPCRPtA50C NFADt,2SR- u01 SC 7a4.o4s• - 1= scow AFITR RWEnNG y� °`� °s• 1/4 Q-20 x 3/4" SOME RnrE7ii+0 tQ 1 yyll S.S. THUMBSCREW 3I4"1s-20 RiVNUT; I I -'.} 1__• SOMS 94 &WMM 12074-T3 AM LAFrE FIANCE MIN 22- s9xr mm=.mRr 1 0807.AS Mwuv c-.m=or uwa PINT "°� T1°' MALE "T" LOCK CENTERMATE ' 4x6• -- a47Ctr 1ExrM PA4:P1471Y.I�JV=07094 OR COUR- © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/tN BLADE(1 ONLY HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE CUAUFTED FOR USE W/ HV OUAUFIED FOR USE W/HV BtADEOONLY QUALIFIED FOR USE W/ HV BLADE(1)ONLY W/HV BLADE r1 ONLY. 81'ADE a1 ONLY. 6063-76 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPS a17 91Y3.161IF . „O6Y. �V' KEY CYU OR ,xt4' KEY CYlP.9ER � m. 31In D 0 0 + 2 HD CENTERMATE O° o OUALIFlED FCR USE W/HV BLADEQ)* A QUALIFIED FOR USE W/HV BLADE(1)& 6063-76 ALLOT AND TEMPEP. ' ^ 6063-T6 ALLOY AND TEMPER ✓ rs ^ vurEs,tx•M71. aUAUFIED FOR USE W/fN BLADE 1 v-»SS 4Yt 3/C-la -i 1•' 6063-16 ALLOY nFIND TEMPER I � y,D1ti� N AC[IN.1FWlRBiC1R ( 1:1/2• ' C+UNOe•R I Tz2 1><7A>51 , • D° _ OR KEY _.__ 137 M� cnwDER � * 1.78•Moa. LgCKING ROD 1µ•u ® HD LOCK QUAum FaR USE W/1iV DLADE(DI-.375.0 6063-TG ALLOT AND TEMPER w 3/8"0-16 ACETAL (- 1/4" —20 AISI 304 EtY REtTE'Hi IiAROWARE MUTISSf LOCKS SERIES 2333 HO07C DOLT LOCK. 5 iNSTALLATIaN WILL REQUIRE A 7/76'HOLE IERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/-HV BLADE(D& LIED AT'TRACKS FOR PROPER EMBEDMENT QUALIFIED U T n BLM1OEQT QUALIFIED FOR USE W/ tN BLADED FLORIDA BUILDING CODE(Non High VelocityHurricane Zone ,' AQ 2015 EASTERN METAL SUPPLY,INC. °Q`� \C"rNS;6 * ° _ BERTHA HVTM ` _-- - =_ 0L ECOtN�. A.S.S.A■ KVAa"#1W/ORR 0KV.ttW�y�m k l(j :Q:= 7iWT TESTING Amerfeon Shutter Systems mavnoA utt Wow BY: M.L �.r,3807,uv..xa Yaua w eAvg7n n°a+ail •�+� Aa3ociotlOn. Inc. 1 Oto 11-192 1/13/15 OA2 i/13fT5 ENGINEERING COMPANY fix-EL134i� Phoma (305)41-1531 4268 Westroads Drive 2' DRAWMG No 4-md:6RmaOCd.com West Palm Beach, FL 3.W 3 � .•��'� pM TA A�1'u.P.C. 15-085 //011111011 AM04 uG/•4167 5 SHEET P.E. SEAL/SIGNATURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV\I,G HV 12'YIN. -CE . di To BASE P HV BLADE 1 I ta7Yr1*-� j ® HV BLADE to w W, 15' am .Dazs' BLADE .66 ® t ® HV LONG RECESSED NYLON BUSHING L � � K eP�� X025-:, o. HV SHORT RECESSED NYLON BUSHING " HV NYLON HAT WASHER AOR I(& , H 1333 T PoanaL RI. 4@ W WHEEL CARRIAGE AISI 302-303 SERIES I I '' t ' I= ' �/r2�7:Rt/ 3 X i n ¢� 0.870-x3/16-THICK NYLON WHEEL. 3 I J �® �t 2 7/B•UK ror yrir,SpW 0.188'o AISI 302 SERIES S.S. RNETS 315'0 �,R os ter , HV 1 3/4-ACCORDION PIN W/ f8 HEAD t EXTERIOR j I BBLADE ErWEEN0�_ .0525' I 4U, o OPENDiW^ WPI 5 tEiiS Tom. ® LN 2 3/4-ACCORDION PIN W/§8 HEAD# � 41 4 '..� �) !• ' _ +2+/4 a�LLtx,Ba1 POLYCARBONATE IMPACT RESISTANT HV WINDOW j j 'f I !B 1 TYPICAL HV WINDOW BLADE12 POLYCARBONATE HV WINDOW DETAIL (DOR OR 0 4 or ® N.T.S. f (DOR I *POLYCARBQ IAS IMPA(:T RFSISTANT MJ--IIM WBAYER MAKR514 3103 POLYCARBONATE i� I 12'Y21 CE RESINS, UV-STABILIZED GRADE OR SASIC Hy PIN EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR x i To KME INNOVATIVE PLASTIC L.EXAN 103 RESIN jOR Q ; (11 (SEE NOTE -F- ON SHEET 18). (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR m BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR ; I ® l POLYCARBONATE SOURCES FOR HV ®BLADE. I ° EXTERIOR APPLCAME TYPICAL SHUTTER ASSEMBLY TGV P4]Q1ES s F93"K.5 (2) HV PIN @ MAY BE USED IN LIEU OF®AND ONLY AT P0+®aEtcT oa AUDI= EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ 14V D 00,324' BLADE'S KNUCKLE, rxtse: mwa (SEE NOTE 8 FOR 3Picst Or�641 A51Y D1Dt aw3 tyh' OAU m/Mr BLADE WHEN CORRESPONDING TO INST.+WTION 'Ii". SHEET 7. 04 . 0 3 REouIRE3mm) >� n,P-X 2 I ( TOCSE fL`0 St,PtCM A9Y Ota! 9A00 D+� 9�OD p..1—k iif30W1..SiRQ1C0+N 1$20 RSN OTDD tx,ao py1 1;40D (3) HV PIN ©OR @ W/ 1/2' O.D. 1/16- THICK S.S. WASHER 0 yam- °i j r1ra4611cauu5 Am v:oo amour Dai 3uam P.W. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETNL X. 8A ' rdtncc SHEET ® jj j w:a�coo ArW Daa la"-a/ n rt-Ir fEL CARRIAGE DETAIL s ovn" 'mu 6T t' '"= ad'.— REMBLY LAYOUT RAT or Dw m A:tV om c-1 aA= c-1 0"t Sar 1Se *W 01w 1007 ea0 7 W.&C 511106'11 A1Tat F �" A"Y 610 WOT psl 8710 Dsi. C) HV BLADE SOLID HV WINDOW BLADE DETAILS °�°°�" °" a'a'"" am"L FLORIDA BUILDING CWE(Non High Velocity Hurricane Zone A,ZER A,j%�. meatsEASTERN uErAL suPPtr,Inc. BERTHA H = /1"LIEC0,1141c. A.S.S.A. Accordion#1 W/on ShuttINDW RAE KY.B,ACE(f1 W/OR W/0 H.V.151MJON kl1E �% - nLLIT TESTING a: ENGINEERING CO1dPANY American Shutter Systems ,�( uxoaDaw "Alf • TF DF •^+ 6A7 KW.7TAa sr Sh.3os,wx-,"ovaois.r10R:d 33 Anootatlortt Ina. 1 OLD 11-192 4/13/15 04E if 13115 - Fft :(30js21-15w.F.I(.*GAM-1531 4268 Westroads Drive 2 DRAWING N0 F'..aRIDP .:4 e:,Dt wDao,D tD, West Palm Beach, FL 33407 3 ED- 719VAL'Eij .``�� ,a LTR A.A.rLLff k.Pr- 4 15-085 P.E.t�1l 1;iSYL�URE/DATE FLam2 u6/14167 s SHE 4 OF 20 ' *NOTES ON HV LOCKS AND CENTERMATES: • o e a r x s u A� •�,n�t3•�� 1. 'ONE FN LOCK of®SHALL BE USED 1 1/2 OR INIST SPAN FOR ANY SPAN OR 12•, HV ORB OY/ 2 OF SHUTTER SPAN f04 SPANS UP TO 705:AND FOR U5F 7FDA5 ANt ELEVATION.HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO a OR I I n ENTEITMATES W/(2)) �4j'0-20 x 1/2'LONG FIAT HED S.S.NS.LOCATWN OF LOCK SHALL BE AS INDICATED ON OaOQ 1Y'F'tCAL SHUnF.R ELEVATION, Mj� UP TO TWO W. OR NAY BE USED AS ANI DE OR OUT�ECE OR LOCK.FOR SEC=FY CONNECTION O LOCKS PURPOSES. O CCFNfERNATES OR 9 SHALL BE AS NUCATED ON NOTE(1)ABOVE LOG OI OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. L3. s LYSED H.V.LHTaCSk LOCIONG RODS ARE NOT REWIRED AT_(URRCANE POSTnON.BLIT NAY 4 X36 oR�`t)4�' "� BE USED IF DESIRED TO�E'NHANCE SHUTTER PERFO CE LOLTGNG RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). yq`• 4.UMDATORY CONDITION ft ONE HV LOCK Q ®SHALL BE USED AT CORNER CENTIERNATES FOR ANY SPAN aN AND M7ALLARDNS AT ANY ELEVATOR.W LOCK 4 or gy SHALL BE USED AS AN OUT510E OR INSIDE LACI(• ATTACHED TO Q'3 CORNER(2NTdRIEATE W/(2) 1/4 4-20 x 1/2'LONG FLAT HEAD SS.N.S.TWO LOCKI40 RODS(S� AT TOP&BOTTOM SHALL BE USED.LOCATION OF LOCK SKtlL BE AS INDICATED ON TYPICAL SHUrIER ELEVATION. MAIOANU SHUTTER SPAN SKILL BE DETERWNED AS PER SCHEDULES SHOWN ON SHEET 12- JMT b I VAUD ONLY E98-14V 190 114 X1�1— =MAW=3n 5. •ONE ALTERNATE HN LOC1t NAY 1 USED LY LIEU OF HV LOCK or FOR ANY SPAN AND L ; INSTALIATKIIS AT ANY ELEVATION.AL f72NATE LOCK W:Y BE USED AS At SIDE OR O1+T59)E LOCK.ATTACHMENT OF 1/4'0-20x3/4'SS.THUMBSCREW TO®OR 4p CTNIERNATES MALL BE MADE W/1/4b-20x3/4•ALUM. RNNUT AS SHOWN 1ON SECTION HVE SHEET B,ONE LOCK SHALL BE USED AT 1/2 OF SHUrWR SPAN OR TWO CKS LOAT /3 OF SHUTTER SPAN. -us 8 6.uiunATnT7�(bNDInON t�FOR KEY•TON xmAn AL1A71016' ONE HN LOCK 0 w 0 or®SHALL BE USED AT i/2 OF SHUTTER SPAN FDR ANY SPAN OR 12 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 88:AND FOR INSTALLATIONS AT ANY ELEVATION.EN LOCK('or @ a @ VAY BE USED AS AN INSIDE OR OuTwE LOCK.ATTACHED TO e3•or 0 SYMMETRICAL CEN ERMATES W/(2) 11-V-20 x 1/2*LONG FIAT HEAD Ss- SEE END - L MS-LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION,USE OF LOCKING RODS 0 W/�§ (ptAE•C1ION i OR 0 TOP AND BOTTOM 5 COMPLETELY MANDATORY. TKTAIS ON 0 r r x 1 x M r o • v w x SHLLTS t0& �aMFULL.L " *NOTES ON HV 'T" LOCKS AND CENTERMATES: OF CORNER 1 .SECOND LTffdi,,E TO J4 AND 99 AND CENFERUATFS CF_NTERMATE � ONE ALTERNATE NV T LOCK (}MAY BE 1 ALLED 1N LIEU OF HV LOCKS �OR aa$FOR MRL'SPAN ANO ip.�3« NSIAL1AT10N AT AtiY ISEVATKVI.Al TE LOCKNS(� Y B£USED AS AN INSIDE OR.aiTsiDE LOCK.ATTACHwaa OF LOCK®INCLUDES USINC RFJNPoRCNC LOC ,AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 10' « +��3J«Q•�« —_-_-- CONNECTED W CE1V EW1ATEa ANO W/ 1/4.0-20 1 1/2'LONG SS THREADED BOLT W/7/8'0 x 3/32' (l Y1NCNtFf W.i W/7/4'0-20x1'SS.N.S.INTO A 1/4•M 5/8'RNNUf.LOCK MAY BE NSTALLED AT UOSPAN O.4 12' & 70•@-@-o+�« M4KARJM T AND BELOW MDSPAH. USt Of TWO LOCMNG.RODS O TOP AND BOTOM IS LIANLIATORY. s • e« s•�«V.�s«1(3•� *NOTES ON HD LOCKS & CENTERMATES: 1-Ify i HD COMNAM CM DR Cla Wife ONE ALTER NATE NO Loci®MAYBE USED m UEU OF PICAL 1 HV BLADE SHUTTER ELEVATION HY LOCIn(VISOIR FOR ANY SPAN AND DwALLADONS AT Aw ELVATAN,ALTERNATE HD LOCK MAY BE USED N.T.S. AS. INSERT AN DBD£oR OLRSSLOCK.ATTACHMENT OF HD LOCK A TO Is W/3 IS x 3/8'F.H.S_A-,AND INCLUDES ROAS SHOWN ON SECTIONS NDB-IVB AND SHOT 10.LOCK IJAY BE NSrAlED AT MIDSPAN OR 12'MA19MUM BELOW OR ABOVE NIDSPAN.USE OF LOCICNG ROOS @ IS COYPLEray oprm L ROM BUIDING on High eiocity HurriconeZone', A.T/(�I��'' ®2o1s exsTERN NErAL su-pLY.INC. BERTHA HVTM . Accordion Shutter System , ` KV.aaDE gl w/0w/0/OKV.Kv.NtwoW Btfil7E *L aF m *: TILLIT TESTING&ENGINEERING COMPANY American Shutter Systems e,;DE1CRTTIOi CATE DRAIN ML 'b• S LATE QF ;Q` 5 M%bp, yt,,3M V�GIROUZ.N.amn 331 Association, Inc. 1 OLD 11-192 1/13/75 DM, 4/1S/15 rte.:(Sos}en-15x.F..:(M5)371-1531 4288 Westroods Drive 2 DRAWING No Ri •G `��` .-—0-0..J.— West Palm Beach. FL 33407 s 15-085 ''�i��s/ONALE�t�''`� WAL70 A TwT'a:PE 4 SHEETP.E. SEA��j iliti)IN1RE/DATE FLcI<w L G µ's' s 5 OF 20 r-CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE(REE,sCH(1xnE at OR COMMETE REQUIREDDlouc _+/4-0-20,3/4•S.S. CONCRETE �Qt1CONCRETE AMMORS 4� SHM 13) CONCRETE NICHORS uAMNE SCREIS REOU6CcD ryq ©( Sm[(SEE wuR�wpa SHEET 7) b7fEEri3j O� hV+/ 120 (SEE SCHEDULE ON SNRT 13) 1 8 h'17T5 O i2'O.C. 14 +rm. +/4•a-20:3 4'Ss. it Eq MACHINE SCREWS USING 1/4•-20 Noes19o 12.O.QE U+ 250'MM -- 3 uR 5 / __ - 33 OR 15D. uw.E OPTIONAL I i -OPnOWJ. Ift L. mamIm 3.4DIE M SIM ,C 1..1� ' ! MP7.SWARATION TO LASS a aYn 1 I� 7 OR 17, Ext51u1G ( )---- E>as71NG .SIM" ' MIN.SEPAunoN ro CLASS t GEA'sS�SEE SCNNN.E ON SHEET 11 '`(SEE SCNOXILE ON SHEET 11) O HV WALL HEADER INSTALLATION A HV WALL HEADER 1NSTALLATtON (g) HV WALL HEADER INSTALLATION 4• KEYSTONE UDRING —"" ! MOT.SEPARATION TO GLASS wu�cAi`sa,= O11nv a OR �Lx6TN1G iI � — ir SCHEDULE w SHEET 11) ` IN.SEPARATION TO CLASS (SFE SUIdAE� SHEET f I) – It CLASS �wai OPOu1 - 1 i/a• It• ! I T E -- Mot MH OPTIONAL ifi 1/4-Nm E.D.' it ii ffowl _D3 OR ii /2 Ep 2474 }} 1 1/4 0-20.3/e S.&S M J/ i PFGlli?5 TEN15S Nf/•D �1/40-20.3/4'S.S.PwwPs _... AN'3085 1 18 I 4AC+uNE SCREWS USING �. ._ CONCRETE ANCHORS TRUSS HEAD NACIIINE SCREWS CONCRETE I 1• 1/4•-20 NUTS o I2.Oz. POURED__ (REE SCHEou�E ON w/1/4•-r�rAns o 1z•O.C. POt1R0 CONCRETE,_/ (SFE SCHEDULE ON Si/FiT 11) M'^' OR CONCRETE f:OCK Si33.T 13) _. REQUIREDOR �K �.. 'r..� ANCHORS '� WALL QD BY WALL SILL INSTALLATION J (SEE SCHEDULE ON T:ECv v V HV WALL SILL INSTALLATION POURED-CONCRETE SHEET 14) OR CONCRETE EILUCK WALL REOUWIED EO HV WALL SILL INSTALLATION NOTRCOMONATnNe"ecmm! INSTALLATION DETAILS W/ 1-SEE SHEET 4 T'OR 7Y9I01L SHUTTER •E O.v FLOE INSTANCEASSEM !SEE III IONS OF USE Tai jf�4\\ �J�/ 22-MOJ��'h'tm sonom Cul 13E CGMDOTED (SEE SPEGTICATIONS ON 533EEr 13) efLE©SIN SE ET IS `1 f H Y B LA D E IN ANY WAY 70 SUIT ANY INSTALLATION. Lauuu FLORIDA DIMING CODE Non High Velocity Hurricane Zone [P.E. ®2015 EASTERN METAL SUPPLY,INC. �,\13E���F:�� -�:-� BERTHA HVIM 11 L I EC O N A„S�S.A. Accordion Shutter System Kv.anl>E#1 w/oR w/o Kv.tt1ND�tVAmerieon Shutter S emsTILLR TESTING & ENGINEERING COMPANY 1. astarnaTM.L.� a srs 3d r au Cocoa.Fuger 4+t ASSOCiationA IttO. 1 Oto Tt-ts2 t/t3/1s a+e 4/1sPhony:(30)371-1510.F4.;(W5)VI-1531 4268 Wpstro0ds Drive z 1DRAWING No / .a[? o© ao0-1— West Palm Beach, FL 33407 35-085 IONA 11E10 WALTER A 71LLR Jr.P.E. 4 SEA!JS6VTURE/DATE Tlh@64 1To.1 44167 a SHEET OF 20 POURED CONCRETE ARCF1oRs1 OR �� -� veL Saarw,01 (DCONCRETE (SEE SCHEDULE ON SHEET 1.1) i a tasmc ' 1 m CLAM�• (Sm=mur ow f0U10 _ ` EDGECF '�It RR Sari mrro ­ GLASS ..-; vvsataae, sev„) AOTUCAMr 1=_�, aAOamag \ i—tffi - \ i 9 T ANCHOR i1 ALH , i, pD5RN0 J , ' lOC.UION /10x3/4'HE%WASHER HEAD 11 13 OR 15 J/e ,mL TEX SCNEIIS 0 12'O.C. OF ' 3' CONCRETE ANCHORS 8 6 (SFE SCHEDULE ON SHES,13) APPUCABLE E%6TING EDGE OF C1f&5 w , EDGE SLAB tF $LAIF FUC/e LEZ , 12 I P APPUCAMB4. . . APPUGDIE POURE6 / ANCHORS PDl�£DJ FIAT 1710 CONCRETE 9104ONS '9'DmAA�q 'CONCRETE (SEE SCHEDULE ON SHEET 14) aRam,s SRO S OR ®4C REQUIRED N REQUIRED I OAoo®tl1A REGUMED D. 0. (SEE HEAD ON SHEET 14) 19 .TRENCH INSTALLATION Q ONLY FOR UP TO+70.-75 PSF ASD. V FLOOR INS 0 C HV WALK-OVER INSTALLATION OEM PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION SCHEDULE/3.SHM II AV— V U (SEE SCIE ULEOANCHORS ro ( (SEE szt+ET dRE ON as amuer-- I O i 1 ssEr 15) vale nr abDoc TAPDX.,, a aa1,Q I EJ051VL0 E7051L11G—; ,x.:a»a.s, ' i1- X%•N¢D THRn1Q8L (il/SS—i Rneatner Qt,/CC 1olals CLASS -"3l�eumuA'a gar,D ----•1 , n aaoe TAiPati AWQiS S/ YA1L P TO C1-o•61-W SO 0 C TOR w T !ANl Aro 1/4• ' ,N,L .LiRif d FYDTf(ASTDiR URD ' (ilea C NDIE tt a SIEEr,1 Iti 1/2- 3 II VC-11/R4Fa.� fLL 1AFWK ®� 3/fE, _ I s •--� 00 I I rEx SCREWS coR.SP A r —{-MAX O 12•D.C. W_�' $ ' 1 p14r3/C HEX HERD ; 1 - ;' •r� 12 TE K SCREMS O 9-O.C. .L ____ /OR 1/4'0••20 sS.MS. CONCRETE ANCHORS Q3 _ 6 .7� a 0 9 J0.C.DX. , SS us --W/NJI'11 9'O.C. (SEE SCHEDULE ON .T 1 :' 1 ° 14) •• ... � OOSIV,G (DECOR 170818 1/2• .1•_ 17 18 ...1. .2.00pMEN, M"TRN n EOtGAE9 Or 1S.D./14x3/4'111.S.D ' /7 8' 1 7/AAPPUCAM 0 0'0.C. w1Ran cw+rtETC •-CONCRETE ANCHORS NOTE 13(b) POURED CONCRETE (!;P--SQIEDULE ON ON SHEET 1 NOTE 13(b) y p _».__. .__........._ OR COlIMM DLOCY 51ffET 14) PODR11 Cot7CS0.7E ON SHEET 1 •..+.•...• _._ ......../.....e......_. REOVVD. W,CONCRETE ELO.'K HV WALL FLOOR INSTAIIATION O REowRED L KEYSTONE MOUNTING MSTALLATION lopnONAL CC=j L HV WALL WALK-OVER INSTALLATION "°""1S°'D6RA PW-4* (J ZREcua,ED 11i1°A'y�Art1lx�Ay�� RAINGUARD INSTALLATION t a= BE NOTE FOR COWNATION OF SECTRW4S: RM062WVAGL'EE WLP PERFORMED•E D,m EDGE OMAN ADUACQlf TO AN OPEumr..Ew ♦SEE UurtAgn or USE NOR ,_�YMT`FCR" SHUTTER (SEE sPECFPARONS aL FEET 13, OR°7iR, BADE®D,S"ET,9 INSTALLATION DETAILS W f (I H V B LA D E 22-MOUASSEUSNTIN SECTIONS CAN BE COUSNED •••••_•"•----- 17 AVY WAY To SUT ANr INSLtt1ATION. FLORDA BUILDING CODE(Hon High Velocity Hurricane Zone ®2015 FISTEWI HETAL SUPPLY,INC. T BERTHA HV,m EN �,✓9 - A ice* S A Accordion Shutter System z�--� IL E C O IpC. . . . . KV.920E#1 W/OR W10 KV.W!MON BLADE k: ¢ -:w= American Shutter Systems Mv.w DESCRUn DATE DRAWN BY. W- TIWT TESRNO dL ENGINEERING COMPANY •O C• TATE OF •: ` f=NR=1 s•.s,,,3M w=,^CwDmm rlwct 11,, Associctton, Inc. 1 OLD 11-192 </13/,5 Ric 4/13/15 na Pc:(JOW71-1510.F.a(30)971-1531 4288 Westro°ds Drive 2 DRAWING No r '• �c 4j:bUL..O d_ West Polm Beach, FL 33407 3 v�S�OfJAI EWALTER-TILLB DW719 P.E 4 15-085 P.E. St 1'91G!U(L"'RE/DATE iEot[w L«.p 44,c7 S SHEET 6 7 OF 20 SEE END WALL CONNECTIN-Wj$ 10 & Is scc MTV.ON L=1-9 Roos Q, .W LOM©a IN lab:0 ON%im 5. OUT 9D IN -r( E7DS11NG GLASS INSTALLATIONS W f (D HV AND ALTOCUiC**MADE $Lac ols,X Iff 5 VAUD FMR ALL '(// BLADE W HV CENTERMATES �766wwxrR t��E0 i mo—&0? IO.0- OR SEE END WALL CONNECTION 10+®°®' ©•®" OUSTING d/55 DETAILS ON 'I OO©••O®®�•�®©a.®®OqAQOQ.•®®�� HEETS 10 & I — ---------- -- ----- ----" 6 / - -- 2-.27.1/rkw-2 1 - 1 • 7 (603-76 MLOs ALTaL Q .._.-......... MOLE W/(2)1{�.,n,rcD,i i/2. a®,_® OPPOSING SYMMETRYCAL ( co'N'�ON CENTERMATES CE RMATES 1tiN.SEPARATON DoP/oonatq o- (to,3ja•sys o t2' ��r• (q/ID,+/z-sus roTtZE) D.C.LULL Lvirxn: W/ HV LOCK FLW or Wf HV LOCK or (SEE uNEo1n.E CLASS AT FA41 AiGIG 35 I N �* 3 ON SNEt7 ,1) �' * * ------------ C 1 * 7 1 � J Q�®�®.�a®ata•®wHVB OUT ®' HVC HVA O O © O O � (� Ex115nrN -CDe OR OICIsE 1110" wu1 $YMMETR_ ICS IN �J'7 '�°v'O'Q" iAai. trunoN -- - GlAss 8 • —- ®„(j-�.-J\CLASS- O CENTERMA S I ®°"®•®m (sFE s pine 5 MW.5 TICK — ®•®--.— * W HV OPIONAL(KTEMOR ®'�°Q O•®°1( •@ a4 Stw IT) TO 61hS5 © v (S¢SCHEDULE I N ®oNALON S"M 11) (NMI WR) -----,�.!'--_-- _—_---- --_------ � _ OUT j G ORS 0 Vn3 ui 16' o— --- * 1� tG-o.c. 41� vu6�s* * Da � a® our — 6 1/2-Y/JG SACK PUT - ( HVE HVE** HV.D FLOW MING ME(Non High Velocity Hurricane Zone \\\IIt1111Nll//y/ ®2015 USTRN LOAL SLPMY•INC. ��\a\`SER A:TILL jT+•,,,�. BERTHA V TM A S S A y 1L E C 4 /a�. Accordion Shutter System H.v aA x#1 w/Ce W/o KY.WNDW SLOE TiLllT TESTING h ENGINEERING COMPANY grtCOn Shutter Systems DATE Gy,OV „� o= STATE OF :',� °'xv-"R x �.eNaen ew 7ti nac1A 33: Association. Inc. + OLD}1-192 4/13/15 av• 4j13/15 --�. Pf—; F.:(xs)871-1531 4268 Wostroods Drive z ;�0�..fCOR10P•:��`(�.' —1:uft�coO— West Palm Beach, FL 3340/ s o 1Y5 G085 ,i,��/�S`5;��•g•LL•��G\```` PS Fla9W Lkc /44167 S SHEET P.E. '�, ,"k„ (yf,Td�(E/DATE e OF 20 ALTERNATE I S L IO V "T" LOC & HV MALE FEMALE "T" LOCKS CE TER LOCK S V BLADE INSTALLATION n HV BLADE OUT W1 W/ HD CENTERMATESi�i i I ®^o•o-b-®•®- M Y41 IS NRWS/l HDA1a�a 0.TLC®De.,�rw-µD.9 _ 1C If 1 IAU]m ON llD.9 SPM!C ISm IeM 116 KT r lD—WA COMIECT(031 ` �a®^�•�©•®�' 16rNL.1101/ORM. 9 tl N T115 � �1 IA LS ON SHEE73 10 a to Not.■/M t7r1 Mta1 r No66 1D mumc (aiPnD+.W A (G'IOaD pNIwTA•sNs rorvae ----------------------------------------------------- u- -.... --"__- -------- vuarac(T�1 I oatiiDDf. 3O* �N (.)xv. IN {�)xv m a 5 3 LOCK T(1NSIDE) 1 PNS ��r cus(ns•) y _ _ ni t -€ — ——---— j 1 —*L ------ — ——' 14 T T/r ar Q] cJ 1 2 24 1 a uc LS 3 OUT 31on 2 3 3loaitJ2 31rm Lo---j 31oa�? sw um D FOR Hysoa 2 1/�"%20 x 11/2" S.S.M.. --35* OUT (�� HDC-FIVC • A W 7/8"0 x 3/32" WINGNUT, (amlxlt7 kp-= 9 �yMETRICAL HO CENTERMATES z spa. ©0 HV -T" LOCK (OUTSIDE) SYMMETRICAL ND CENTERMATES tsy... HVG* W/[fid• LOCK (EXTERIOR) 1(fes LOCK (INTERIOR) tea.PART I Dem. AS L axAM. T AMM ama!r 1 a®^©'®°'©•®^ 1an-K P.xss .NOT.9my &pon aw� .©-©•p•®- .—_— ------------ HOD-MD —.—.—.—.—_—_HDD-HVD FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' ,` �(�A.••`L(/ 4 02015 EAMOM METAL V.-MY,INC. " '' r "'' BER HA HVTM —Er- Accordion i- - ECO 1NC, A,S�$. In Shutter System [.,If O.ADE J1 W/CR W/O KV.WIHM� g �/i✓" American Shutter Syste.. ,b. TILLTT TESTING& ENGINEERING COMPANY TATE DF r Association. Inc. OLD 11-192 Lyn CAM 4/13/15 esa XW.36M a..s.ZZ,V= �. s.nnm.nsT -1=.rm:{3os)sa1-1s31 4268 Westroods Drive DRAWING No �(s �\J mo19«•«" West Palm Beach, FL 33407 SIONAL E���``� F LT01 A TG 7T y.P.E 1$-085 P.E.,'�SrM751IC�J 6E/DATE norssl tk. N167 SHE T DF ZO POURED CONCRETE OR POURED CONCRETE PCUReD CONCRETE RED CONCRETE CONCRETE BLOCK WALL OR 004METE IN CONCRETE OR CONCRETE REWIRED BLOCK WALL REQUWD 13LOCK WALLREOU,REO BLOCK WALL REQUIRED EXISTING GLASS DaSRNC GUESS Vsu!�- D.C. �EIOSIING GLASS Flx 5 F DON J � — 12•uw �,NG GLASS 2•IM I m CLAM(SEE I — WL SD`AfIAT01 1#6UE ON 9f1:T wc� L i, WL SEPARATION TO CLASS(SIE 11 TDR BLOM mANOTO BASS(STE I m GLASS(SEE SafVAE ON DEET 1/1c:3•MAX ON 94T 19 FOR SOHMM1 £eL�OAET SdmuE ON.(ET' 11 IRR BIACEmArO (sas3-T6)COHr. 91DESOh ON SHEET 10 RAGIBS 8 9 r®T1R}1DIN 9f1T Io R7R aU1K.raosER9A � 1 e1ADEs0)&Qyma 0 OFO) 4 USE 1.OR 2/10.1/2-SAL.s. , ALLhOUL qID ANQEa I G•O.C. _--� y ---- - 4 (6063-T6 ALL01I AT NIOHEIGW 4 I 11)110.1/2" TNa F m 'WNL AT I.O.C.(L=AT 5 SEEDETAIL CONNECTION OR � EITHER SIDE OF(- 1 OR 1 OR & SEE CETAIL X rOR 1 OR TO TRACKS SIDE CONNECTION ®.6(J•Q-8 •®- SEE DETAT.X 4 6. .®- s 6 T.8-(�•®- TO TRACKS v�7>a 0.®? 10, SIDE cTo ECiaN -O OO'a I o•®-®•�-�•®-� o•®-®•®-c�•®-ate o-®-®•®-®•®-�•® .END CONNECTION DETAIL TT END CONNECTION DETAIL 02 0 3 E)�Q CONNECTION DETAIL i RVOIARED ONLY FOR SPARS GREATTA THAN 12'-d POURED CONCRETE OR CONCRETE BLOCK WALL GL.M 4 4 �E%rSDr1G GLASS REWIRED t 1 1 2 S 1,00 4AS5(SISEFAIWT 0 16• C. 6@L SFPAWKIN Y 'b------ ,i F�1 C"SACEr CO 1/z•FUN. m CLASS D IN 4fII 19 FOR ANCHOR a __ I BLUVE .m ®-� F0.6 aT/:IES O4• 12.O.C. / _ 5_ ON SE m19 4 OR© ANCH _ I - 1/2 144. - u 4 A 8 CRO 2•TAN. EQ ON$FIMT�19 FVR OL1@OR(qOR(@OR@1I•5 7 OR ®' PLAN dOR „® -©O ®� ®- IA!!� ON L POURED CONCRETE OR ,T� CONIXRED BLOtlC WALL �'•®-6•0-©•V- REQDIRED ©•O•©-©•O•p- 1 HV BLADE OR HV WINDOW BLADE INTO p•®-p•®�p p- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q 08 �$-®®�®- END CONNECTION DETAIL 6 ®�®®-® -®� FLOtaDA 8UI1.DItr'G CODE Hon High Velocity Hurricane Zone a 2015 EASTERN KETAL BUFFET.INC, EN` ? �_r. BERTHA NV TM 11LIECO �N�. A.s,S',A0 Accordion Shutter System ITV.HAOE#1 W/Cs W/0 H.V.1NNDUV B ADE ArRadcan Shutter Systems DacwPraN DATE DRWI I3Y: UL • BUTT TMNG& ENGINEERING COMPANY STATE OF _ aTssns.s�r s.SDs vs mwcA�D�snam,sv ASsoclatlan. Inc. s CLD 11-192 4/13/15 WED 4/13/15 (305WI-153D.Fo=:(os)an-1531 4266 Wastroods Driva 2 F ��`` a-mor:wewanai:mm West Palm Beach, FL 33407 s ORKt iNG No ss/ONA4tiN 0' (�u,6. z 15-085 P.E. �SY°ICF} !VAiURE/DATE 6 SHEET OF 20 SCHEDULE 41 SCHEDULE (AL2 SCHEDULE A3 MAXIMUM SHUTTER SPAN* 'L+'OR 'L-" MAXIMUM SHUTTER SPAN* 1+- IMUM SHUTTER SPAN*'L+' '-'- (k.).FOR INSTALLATIONS W/ OR 'L ft. FOR RNSf 1taTiON crxliD "-CL9.7E5: © &®or or ( ) R 'L {1E.) INSTALLATIONS INSTALLATIONS W/ ® CONCRETE& WOOD (0)L+:MAXIMUM D SIGNALLOWABLEPES SPAN FOR . GNAT D ONE H.V.LOCK oc or®or or SrEt &rW1 HV LOCKS MANSORY POSTITVE A.S.D.SLO.DESIGN PRESSURE RATING. HD LOCK W/NO LOCKING RODS or ONE HV LOCK or or L_:MAX,A1.LOWASLE SPAN FOR A GAEN NEGATIVE CENTERMATES & W/ONE HV'T' WJ NO LOCKING RODS OR LOCKING WALL A. B•C. D. E. M. N.O. P. 0, ASA.DESIGN PRESSURE RATING. LOCK %V/TWO ® ODS MOUNTING F, K&L .R. S.&V. ® /TWO LOCKING RODS®TOP& (SEE NOTES tit) (VAC.FOR MOUNIWC Q D PROCEDURE TOO.EFDtM2E N /N FOR OTTOM SEE NOTES t It) CONCRETE&WT09 SHEET 7) FLOOR/CEILINGC, H. I. Il,J T. U. W&X WAIL MONHS(TOP/DOTTOM)OR FLOOR/GOING: CO.YCREM&WOOD INSTALLATIONS O W � CONCRETE MOUNTING k M IYEN A POSITIVE ASD.DESIGN PRESSURE RATING. A=CES0, A-=PCS A OWAUAMNS 1143S7x WAIL Atoutirm FLOOR/CUING n== WALL M71IKN4B PrmAs UE.ERYINE MAXIMUM SPAN 'L+'FROM SCHEDULE. MOUNTING c>+7aAe a I�vae FAw/cum 1101/'•R°C GIVEN A NEGATIVE AS.D.OEM PRESSURE RATING, f OR�) _ (•ani) �+7cm0 i wmrK L•oR�t n ca wokffmc F'�"'� DETERNI E MAXIMUM SPAN 'L-'FROM SCHEDULE. L♦ (N L i.W l-{Aj L;{N L-(N L.(N L-{AJ I O MALUM SHUTTER SPAN-L+"OR"L FOR 30 OR 16'-0' 16'-0' 16'-0' IG-0' 1 30 I6'-.D' 76'-0' 30 10'-0' i6'-0' INSTALLATIONS NTO WOOD.SHALL BE LOAM TO FINAL UM14UM ALLOWABLE SPAN IS EQUAL TO THE 35_ 14'-t_0' 14'-10" 15'-2' 16'-0• 35 14'-f0' 14'-1D' 35 15-2• 16'-10` 1O5 pef.A.S.D.DESIGN PRESSURE RATING. IM pE[DiMiNm SPAN BETWEEN Z 'L-'. +'AND 40 13'-10' 13'-10• 14'-2' 75-2' 40 13'-10' t3-10' 40 14'-2' 15'-2" (3)PROCEDURE TO OCTUNOTE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4" 14'-3' 45 13'-1' 13'-1' 45 13'-4' 14'-3' t 7N CORNER CENTFRMATE¢3 MAY BE USED AT ALL COMOINATIONS I4 BEIWEEDN WALL MOLITINGS 50 12'-5' iT-5' 12'-8' 13-7' S0 12'-5' 72'-5" 50 72'-E' i_3'-1' MWNRNG NSFNLITIONS.LOCKING S�GncAnONS W/FLOOR/CEILING MOUNTINGS: �55 - - --t' 12'-11' 55 tl'-10' ii'-tD' 55- •-it'-7'- -11'-1f' SF7AL.L BE AS INDICATED ON MANWTBTY COI16LnON 12 FOR A CVQN PQ511NE.AS.D.DESIGN PRESSURE 11•-7- > �60 11'-4' 11•-4' 60 10'-2 10'-11' NOTE/5.SHEET S. NTNG,. 65 10'-10' 10--10" 11'-I' 11-11' 65 10'-10' 10'-10' 65 9'-5' 10'-1' DETERMWE-' 70 10'-6" t0'-6' 1G'-9' 1t'-S' 70 10'--6' lo'-6" 70 8'-9- 9-4" L1+- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. _ L2+-NAIL.SPAN FOR FLOOR/CEIDNG MOUNTING 75 10'-1' 70•-11' 10•-4' 11'-1' 75 10'-1' 10-1' 75 8'-9' 'tt'OLCFPT THAT WMJU, SHIFTIER SPAN'L+-OR NSTAUATWN& 80 V-10' 9'-ID" 10'-0• t0'-9' s0 9'-lo' 9'-10• 'L-•AM MWMLM A.SD,I7OM RICST-IRE RMIN.^.FOR 85 9'-e' 9'-6' 9'-9' 10'-5' 85 9'-6' 9'-6' VISTALLA110NS LN10 IXJNCREIE OR OONCRETE cLaac RATI A(:YEN NEGATIVE AS.D.DESIGN PRESSURE SHALL BE UWFED AS FOLLOWS. DETER 90 9'-3' 9'-3' 9'-5' IO'-1' 90 9'-W 9'-3' - DETER1MU. 95 9'-0' 8'-9' 9'-2' 0'^70' 95 9'-0' B'-9' 1- CONNECTIONS TO KEYSTONE NOUNI7NC 11__Will.SPAN FOR WNL.I70UNRNG INSTALLATIONS. 100 8'-9' e'-4' 9'-0` 9'-7" 100 8•-9'___ 8'_4' LIMITED TO +84,-72 P.a.l.AND 0'-0•SPAN. SEE La--MAX. SPAN FOR FLOOR/COLING MOUNTNG IDS 8'-?' 'r-11' 8'-9' 9'-4' 105 'B'-7' -7'-It' MOUNTING M ON SHEET 7. NSfAWRI08S. 110 8'-4' r-7• W-7" 9'-2" 110 6'-4' 7'-7' FINAL UUIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 s•-2' 7'-3' 3'-4' W-11' 115 B'-r —r-3- SEPARATION TO GLASS SCHEDULE M'"°11frf BE"WEN t1+ 12 F-,w'-'AND-12-' 120._..__.. 8-0• V-11• 8'-2' 8--9' 120 e'-0' 6'-11' (4)GOW 70 ANCHOR D NEOLAE WITH .DE MTJCIMUM 125 T-f0' G'-8' 8'-0' tl'-5' 125 7-70' 6'-e' ALLOWAtIL SPAN AND hECATr�F-AAO.DESIGN 130 7'-8- V-s" 7-ir B'-, 130 r-B 6'-5' WIND ZONE MINIMUM =R E RATING TO DETERMINE NA)IMUM ANCHOR 135 7'-7' W-2' 71-9' 7-9" 135 7'-7' G-2' SEPARATION 140 7'-5• s'-11' T-T T-6' 140 7'-6' S'-11' ASTM E-1996 145 7'-3' S`-9' 7'-5' 7'-3' 145 Y-3' S'-9' TO GLASS 150 7'-2' S--7' 7'-4 7'-0' 150 7'-2' 155 7•-0' s'-5' Y-r 6'-9" 155 r-0" W-s• _ 1 THRU 3 1" 160 G'-t i' V-2' 7'-1' 6'-7- 160 6'-Tt• 5'--2'- 165 WIV V-1- 7'-0' V-4' 165 6'-10' 5'-1' 170 V-9' 41-11' V-11" W-2' 170 6'-9' 175 6'-7' 4'-9• 6'-Ir 6'-0'. 175 6•-7' 180 6'-6' —4--8 6'-8• 5'-10' 180 6'-6' 4•-8' H V B LA D E 185 G'-5' 4'-6' V-7" 5'-8' 785 6•-5" 4'-G" 190 6'-4• 4'-5' B'-6' S'-6' ,so - •-._8'-4' .......4'-5' 195 -6'-3'V 4'-3-- 61-5' 5•-5' 195 200 G'-2' 1. 4'-2' 6'-4' S'-Y _200 G•-2• 4'-2� r7 a p1 SII(1�L(� �nt1� 205 6'-1' 4'-1" V-3' 5'-}• 2D5 B'-1' 4'-7• FLORDA BIDING Ca(Non High Velocity Hurricane Zone 9 ZOls EASTERN MLTAL SUPPLY.INC. ,.•�'"AIA�T��C%l''., BE MA HVTM P _ /7T7lLT7E7-C707,u.7\ Q■SS■A■ Accordion Shutter System Arnericon Shutter sysiemsTLV.BADE#1 W/OR w/0 TLV.WNDOW HARE Ev.W I ESgW10K VAT[ ORAVN tea 1411Y. G. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 (/13,15 DATE- 4/13115 a"N.ir..19L1.A.Ste.M%YTSM,A GYi'm n0RVA 331 Ph—;(303)871-1530.Fra;(395)871-1511 4266.Westroads Drive 2 �Tl a-mag:atomead�o West Palm Beach, FL 33407 3 DRAWING No D� '- dP ED-PP%719 =. LORI ,.•���a� 11N.TTF A.Tr3T N.P.L 4 ��E;csAitkiG SHEET E/DATE 7Ta aL u�!44167 a 11OF 20 II 4 y EjoMel aco0�t�opeloocgppanaapopaa Monaco 000aoaaa00000®oApW 8©GQGE�A@©IIIIBII@OGmovaaap1EARaa®aaaQmladAQaaDa opaa ' an -:iMEIBM union 6 Oas p0 p�pp IQB�R�OQ�l1aa ©aaIIIIaaIIIIaa occccaadocoG@GaGOGIIQO�@IIIESIESIMM �Iflfl8�100ddRI ocQcn vo:CMOGQQGGQaOII0201 01II d0��©0@C� aao©oma go—20 onccc2 I=:IaIcccocaa cc�caII�c-on CEO©cII@ -Elm a:==aoncocormMCC:cc102122 Cc@occaccc 13 111 daaoapooaooda®aodaodaaoaaAaapaaaa®an BIIDIICBa pOandaIIan an amaaOaQaaaQaoQaaaAAAaaQaQan00 COOCIIO00AOIIMMMII®®aad® da0aaaa ppAA0manualin and DOMINION• OOOCQISM - II©C�l�dElaaada paaaload aaaadan an no ©CCCCCCCCCMCC9C CO 0112©pIlUs OaaQaa®0aaaadaa aa0o0� R 0g�08998888HA11:396II9@0E -II8C9DII©3wo oaoaa Nell 081888888E18888898888988898���BC889II8�08p.00B� OaQaaOA �HHHH888H®®HgBH®HHH�HH808HH0@HHH9�H9HORM M0H9@A9NEW r [is CEOddODGd�da�a®oAOQaBananaa Imp IN®00 ppDDim o�d�Aa W 'OsOIIOO:ul aa® IQ®aQa00aa 0d appppy�asap =110001 pima 0Ca0aaa0 00a a000in p�al�dpadaqq R ©CCCCMEDICH. a In aaaa 000880 aaaa4�ppppdaAC OEM MABA9898�9H9O998II80 E: on IINUNN aaadall G8998H88®gg9BH998908E migsms g�ggC899II88gg d =Domiaaa 0H9HH99H990m0H00HHH99915100 H� H@@99@�] Imp MEAHC9A009 .t _ y ��OOQODOOCCOOCOCBHaaaa®apdaapadadpaDa0a0�aaon INaa®a®a � eCMCOO COCpCa Cal II n an all ddpaa®aado Aand dAadaapaaDAa - r 8001 0000000000D000�CC2.11OImp0ImpA00000Q and Dun ad0 >©CCCCCCO000C00CC�0pa�000CCCCCC0000CpQ�aa®paaaOaanoOBananQpa _ ;E39BH899898988999088HB89B99998998998989999AAadaAMEINAQaA ®8880®8888889888998®889888 881888 8889®8H888ME an Oas M0000000B909HHBB9BBB08BB0B000B0 0B008BH90Bam am000 HB �o CCOccc©aa®adaaaallocmaaA®adIn Boom apadmal aa®aa i; e II�aOOO®cQan add®a�anaa a ®a�QaQaaaaaI a .1 Sao oa�ll e O OOccOa o�ca an t�aQa aoaaa A Aadaoa ooNo'NoOOO1OCOCOCC0.IM yea©afl°�®aaaa°�dadaao�IBM aaaAa oCI MIC-011.nCCOCaaocINCEND aand dada®adaaaBanco E�8988899999fl909988999899999889089999699O9QaaaaOaaaaQaand a =E388988988889999989898B8B889989988888899898889MOM III all Gm OBHBB00mam 00a 000 B0BB8000BB0009H0B080009H89B0H99E39 �13QCEICQIIAmaoaQAAAQQAQcommon QDan p loan aQNunn aQalong BOOCOOCd©l©ac�dpd adadadonDdaIndia aca Aa�aaa INE eOOanOOc aOoca©®IIII°A° °�ago Delano apan�aa°��aaaNINE DIMINCdOOWHOCCOO98986 MLINKM Ela©oaa no poapaaddaaoda OCCQCcalm CCOCCC�pNO:CQBCr!O�IAdd0 an 1111 d Ada a- —— 9H88999H9ggm��913So- - 9H8F199� �IIBfl®0Daa0AQaQa M088 88M0 Sa 90H099SO ME�9HM9009BH0B09SHH98999no� MUM 6H PACING rin-r9-CHEDULE RR A GPIEN MAX, SHUrFER SPAN- SPECIFICATIONS ONANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A511(7E RA7W AND A CORSPONIING YOUI!W TYPE FOR CO)7CM OR OMCRETE 9=MMATNDHS (SEE MUA8016S C 4 A:H ON SNcM a A,7) 1,ANCHORS 70 SUBSTRATE SHALL BE IS FOLLOWS: FT7IRED OpCIVIJOpg10E BOOT I POURED OUNCRE E (A) TO C4STW POURID CONCRETE(Mfr,re-3 la.) ugum (E)WALL SILL MOUNTING ©CEILING MOUNDING I ©FLOOR MOUNi1NG -1/4'9 7APCON OR TAPCOH WtTH AD`4W=THREADFORM IECKNCLOGY ANCIHO .AS MANUFACTURED BY LT.N.EMN OOL.(Ir-r9-3 W,1 SPNW ANCHORS IEAEING IMM -1/4'0 Y 3/4'All POJM SOLID-SEr ANCHORS,AS GWRt&11FD BY ALL POINTS SCREiV.BOLT A SPECVLTY COMPANY.(180.to -3 kah (W &wL usm 1471V E EKSM New OEM bEOU E FT== wKSA om mm FF OAHU Raw -1/4'0 BLUE TAP CONCRETE ANC}IM W/CAP AS MANUFMIIFID By WDWN FASTENERS DMCr.RIC.(ir-rc-2 k4 30 140 160 175 190 1120 160 205 30 40 160 175 100 J12DII60 205 JD 1 40 60 73 190 120160 205 TAPCON OR _1/4`0 TAPPER+ANCHORS AS MAIRWACRU,CED BY PowEnS rASMOM W-AND D6BmU11D BY ALL PONTS SCREX EOD A sPemwy TAPL'oN WITH ADVANCED COMPANY OR ANY OTHER APPROVED LIMSED OR AUTHORIZED VENDOR RECISUERM WITH THE AMERICAN SMJRER S.15'E]4 ASSOCMnoN,on o f o D e a a 14 f2 10 o e u n 10 9 6 e a a 7HREAOFOWN T<aLNCLOCY Yat.r..3 ka. 3'-0' f4 t2 to 9 a a 6 6 71 12 10 9 a ° 6 6 14 tI 10 9 0 '9 6 6 AL SOLID-SET DR u 12 l0 9 a a e 6 u 12 to 9 a e e e Is a 10 9 e e a s E.UC IAP w CAP NOTES: 14 12 10 9 a 6 6 N 12 10 D 9 S. 6 14 1 10 9 S a 5 a / A7)MJNIMWI EMBEDMENT INTO POURED CONCRETE OF(RHODIN OR(APODIA A7fl1 AOVAMCm 1FNRf!'uFCWI iEChNOLO.I'MO{ORS AND TAPPER 14 12 70 0 8 7 63 O N 12 t0. 9 0 5 6 0 14 12 10 D a a 6 S TArPF'ER♦ MC14ORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS 6 1 1/Y. 4'-0' 14 12 ID 9 a a 6 6 U 72 -0 0 0 B 6 D 14 12 10 D a a 8 SS 11 12 l0 D a 0 6 4 14 12 10 9 a a 5 45 14 12 10 9 0 8 4 3S A2)VA MI DABFDMENT OF 1/4'0 Y 3/4-ALL PONES�JO-SET ANCHORSSHALLBE 7/8'INTO THE POURED CONCRETE NO O�HNr 14 12 t0 D , 8 6 43 14 12 10 9 a 5 a S.S 14 12 10 D 5 8 8 4.5 INTO STUCCO SHALL BE PES0,4TIED.1/4.0-20 S3:MACHINE SCREW USED SHALL BE 1 1/2'LONG MTNUUM SHOULD STUCCO OM.AND 14 12 100 73 35 35 - 14 '12 10 9 a 0 6 5 14 12 10 9 5 7 53 4 • IAATA:TM Or ItSC PoR I.MINIMUM FOR WALLS MOTH NO SRI= 5-D' 7• 12 10 D 8 0 B. 6 14 12 10 0 0 6 6 33 1a 12 10 D 6 S ° 43 MARE M SRQT t9 U 12 10 9 1 e 7 4 - U 12 to 9 8 ILS S 1114 12 10 6 a5 5 SS 1 A3)97 CASE MHT PRECAST STONE PRECAST CONCRETE PANES,PAVERS OR ANY VENEER BE FOLOJD ON THE EI=NG WALE OR FLOOR. 14 t2 t0 9 0 17.6143 1- 14 12 10 9 0 18 6 43 14 12 10 9 a 6 43 ANCHORS S01L BE LONG D1DtnH TO RENDi 7HE MAIN STRUCTURE BERM SAID BALL FINSHES.AMCHDWIGE SHALL BE AS RNOCATED ON 14 72 D3 75 W ♦} - - 14 12 t0 0 a 75 a3 4 14 12 10 9 8 8 4.3 J3 NOTES At)h A2)A3DM FON MIALLATIONS ON'WNYL 5008 OR DFS WITH OR WITHOUT IMEFAL STUDS CONSULT DRS ENGINEER.FOR 6•-0' f♦ 12 10 9 0 8 6 - 14 12 10 9 _8 a a 5 14 12 10 9 8 W '3 33 INSTAL1.A1 IMO ESFS WITH METAL STUDS SEE SHEET 20. 14 /2 10 0 73 5 all- 1-4 12 f0 i 7 8.5 �14 12 a 03 53 4 J A a -o o e a - - 14 12 10 0 a as s L71 14 12 to a5i a a 4 - (0) ID 0=040 CONCRETE BLOCK 0sw c-90) 14 12 8 W a3 J - 14 t2 f0 D 0 OS 4S 35 14 12 0 7 a J5 3 -1/4'0 IAPCON OR TAPCON WITH AVAECED THREADFORM TECHNOLOGY ANCHOR&AS M47UFACfURM BY I.T.Y.BLOLDLO(. N U 10 0 a 0 - - /1 12 /0 0 a 7 S 4 tl N2 D 73 33 a 3 -1/4'0 Y.3/4'ALL POETS SOLID-STS ANCHQS.AS 067R>DUIE'0 BY ALL POINTS SCREW.BOLT A SPECLTY COMPANY. 7'-0- 14 12 10 0 W 4 - 14 12.9 73 6 43_ - ft 15 7 35 l3 35 - -1/4'9 BLUE TM CONCReZE ANCHORS W/CAP As YANUFACfIRtD S'iIARIIN FAS'RJLIXS C6IECT,CNC. li 12 10 a5 7 4 - - H 12 110 9 73 55 4 - 14 12 9 7 75 43 - - 1/4.6 TAPPER+ANCHORS AS NANUFTACTURED Br POWERS FASTENERS,IMC..AND OSIROMFD BY AL FOM SCREW.BOLT 4:SPECA W 14 Il 7 SS IA - - 14 12110 0 73 53 4 - 14. 12 9 7 6 43 3 C018ANY A ANY Oi1fFR APPROVED LICENSED OR AUTHORM VENDOR P0=TERFD WITH THE AMERICAN SHUTTER SYSTEMS ASSOWTIOl,IM.^,. W_O. 14 12 10 B 8 65 - - 74.12 t0 9 0 6 4 - 14 12 f0 8 65 6 33 - NOTES 14 12 53 7 u 3 - - 14 12 a W 55 • 3 iis¢s a 3 4 3 - - B.1)LCNLMUAI EMBEDMENT OTD CONCFETZ BIM OF TMCON•BLUE TAP W/CUP ANMIDS AND TAPPER+ANCHORS IS 1 1/4'AND TA`0JN fa 12 93 73 9 - - - 14 1z es a W 1 S - - to 12 0 6 W ♦ - - WITH ADVANCED THREADFOR11 TECHNOLOGY ANCHORS;6 11. 13 93 E S 33I - 14 12 to a W 0 -1- 14 12 0 OS 5 4 14 12 Ill 9 -5U12109 73 •3 - - 14 12 a5349'-D - - EMYBE17142Nf INi0MS�1ULY�'o 1/S4VJ. /rE mmi/4.0 o ss.waON£sgtEwSET ANCHORS SHALL Usm S�uLYi I 1%2'LONG MINIMUM W CONCRETE�SweenIt 13 79 6 4TI 11 7 SS]:I - - f1 d 3 as 35 - - 14 12� B 05 AS T 72®.5 7 55 �..- -f4 05 7 5 6. 43 - COST.AND 1'MINTUUM FOR WALLS MTH NO 57LK .713 55 53 4 - 14 12 9 7 0 4.5 - - 14 11 7 55 4.3 331n.-0'1♦ 12 10 D 7.5 - 14 72 16 a'63 5 - - 14 12 8 6 S ♦ - - BJ)OE CAS TINT PRECAST sTDNE PRECAST ooh-_ IE PANEL,PAVERS CR ANY VENEER BE FOUND ON THE Dasm0 WALL OR FLOOR,14 / 7 S 33 - f3 E S 4 S - - 10 73 S 4 3 - - - ANCRUORS SHALL BE LONG ENOUGH TO REA.'1 THE MAIN STRUCTURE BDAYo SAm WALL nNISERS ANCHORAGE SJALL BE AS INC ATED ON 14 11 73 S5 - - 14 113+0 8 5 4 - - 23 95 6 5 A. 4 - - NOTES Bi)h B.2)At10VE.FOR INSTALUOIONS CN WNYL SMO OR M WITH OR TWMOUT METAL SRAS CO SULT DOs ENGtNE;L 3 - 14 12 8 W S.a 4 - I1 10 W 5 t .1 FOR 9ISTALIAWN CYTO EIFS WON META.SRAS SEE,S1iEFT 2O. 1 '-O' 24 12 f0 - - l4 12 9 7 6 •,S laills 7 55 43 SS - - 75 93 5 - - 12 9 6 43 i 3 - 9 7 43 35 3 (C) ANCHORS Si41 BE C11TAlltb FO3.0W7N1G ALL OF NINE RFJ?OMMc7N0AllCNS Axo SPECOTGTNONS OF THE ANCHORS MA4tuA^NfLQL 14 10 7 - - - - - 14 105 7 53 45 - - - 13✓ss&5 14.5 JL75 - - - 93 7 4.5 - - f1 13 73 6 5 - - 12 9 a ♦5 4 - (O} SLE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)YFEtalS SPACING RF1ATiONS9P FON MANORS 14 12 10 - - - - - 14 12 3 W 53 - - - 13 10 5 4 - - - FT1r• BUST MCF V=SPACING SCHEDULE FOR ANCHORS, 13 a3 43 ^ - - - - 11 0 33 4 m - - - a a 4 3 - - - - MIXD"ANCHOR SPAC01C5 ARE VALO FOR EW:U4UINCCS INDICATED BELOW.FOR E 0.IHSS MAN THE CiOJ HD.RE0110E mot SpACO.0 35 93 a - - - - - 13 93 aS 5 4 - 05 6 5 4 - - - - B1'ML'LTIPLYONC SPACMG'STON6N ON SCHtDUIE BY THE FOLIONNO FACTORS. 0 W - -1_ _I- _ 14 1W 7 5.5 4.5 - 11 W 53 43 33 - REDUCED SPACSND O8fMNEO USM FA-'TDR DOLL NOT BE LESS THAN MUM 61 SPACW.OIDICATED FOR FACN mom TYPE 14 12 - - - - - - 1♦ 114'75 6 5 - - - 1I 9 6 A3 4 - -- - FACTOR 0} 8 - - - - - - 10 7.5 S 4 3 - - - 75 &5 14 3 - - - AC'RFAL 2,5 63 - - - - - - 12 9 6 45 4 - - - 03 7 4 . - - _ EDGE TAPCQN 773ACON YAT71 ADVANCMTHREADFM ANT.POINT SDIJD SET BLUE'TAP W/CAP TAPPER t 13 93 W 5 - - - 03 75 5 A - - - - OCTANCE TT "QTY LM.SPACOJG 14'-0'14 12 - - - - - - 14 IQ3 7 53 - - - F-EIN.D. MSPACING-3' MIL SPACING-Y .SPACING.3 1/27 ILD.SPACING.3" 3 J/4` 4- 10 73 - - - - - - 9 7 43 35 - - - - T 5 33 3 - - - HV 13LADE Wj POURED CONCRETE& Pwm aNmr, mw=MOOC POURED t7OA-RETE A: POUl4D •fAEf6D mt7F7-c t'UO37E d07C 15 8 - - - - - - 1/ D SS a3 - - - - 9 65 AS -I- - - - CONOEiE IN M.3 1 MIL M-21 CMrpL7E eLom CONCRETE BLOCK 73 - - - - - - - 12 0 6 - - - - - 933' �I.Os 0.50 1.0. 4.1 0.781 IAK OE.D.3' 1B1' f/f En.2 a 5 - - - - - BLADE WORKING _ _...__..__ _ _ s5-o's - - - - - - - as e4 _ _ _ _ a5 a 3 - - - - - IN UNISON♦ z 112' o.B1 la 0.67 1.0 TC - - •• - - - - 05 a 2 - Q71 - - _ 0.51 - - - - - - - IS 85 e3 - - - - - 9 43 ♦} - - - - 1 3�4' 091 18'-0' 14 _ _ - _ - - - 73 9} a - - - - - 10 73 S - - - - - '• - - 0.43 a - a 6 • - 6 43 J 1:1 $` OSS 93 - - RONA BUILDING CODE{Non High Velocity Hurricane Zone pVA`�A.TiCC/jA''iAY ®2015 FASTEIRN MLTAL SUPPLY, INC. GENSf'J9_ 7o ,,,. BERTHA HY„a IL E C A►.S5 � Accordion Shutter System■ ,. ■ FEV.aADE#I W/OR W/O HV.WTNDW aADE - American Shutter systems I16TCAOtv.Y DATE RA%il 11Y: aW Cry TIENT TESTING &ENGINEERING COMPANY $TATE DF CIN 6]25 N.v.36l 2.Sd 701 WD2NJ GAROLMS RDRCA 331 Association. Inc. 1 OLD Tl-1?z 4/1Ji15 BAC -,/13/15 PhDs:(303)671-1570.Fw:(305)677-1331 4258 Westraads Drive 2 01 •.•., D c mvl sscoeoac«n West Palm Beach, FL 33407 3 ORAV7tNG No '''aF'SSIDNALA�SoI`° kLIW A T01IT1Jr,P.E. 4 15--085 P.E. SE1RL' 1dNATURE/DATE FLORA u`.14A1a' 5 SHEET 13 OF 20