Loading...
HomeMy WebLinkAboutBuilding Permit Application (2) FILE 'y 0 F 11,"7--D t Q 7017 RAMNIS ENGINEEMNG, INC. Kd = .85 RISK CATEGORY 2 2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955/0606024 ASCE 7-10 DESIGN WIND LOADS (LBS/SQFT) FOR '170 MPH WIND ZONE Interior& Exterior Zones (4&5 -Walls) Positive Pressures cX1A,,frA6RrA'919.. RV AHA➢IN AS, Exposure D For the 170 mph Wind Zone WITH .6 ADJUSTMENT Effective Wind Area or, Tributary Area in Square Feet Height 10 20 30 40, 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 46.1 44.0 42.8 41.9 41.3 40.7 20 48.3 46.1 44.9 44.0 43.3 42.7 25 50.1 47.9 4.6.5 45.6 44.9 44.3 30 51.9 49.6 48.2 47.2 46.5 45.9 40 54.6 52.1 50.7 49.7 48.9 48.2 50 56.8 54.3 52.8 51.7 50.9 50.2 60 58.6 56.0 54.4 53.3 52.5 51.8 Interior Zone (4 -Walls) Negative Pressures Exposure D For the 170 mph Wind Zone WITH .6 ADJUSTMENT Effective Wind Area or, Tributary Area in S uare Feet Height 10 20 30 40 50 60 Maximum -1.10 -1.05 -1.02 , -0.99 -0.98 -0.96 15 -50.0 -47.9 -46.7 . -45.8 -45.2 -44.6 20 -52.4 -50.2 -49.0 -48.1 -47.4 -46.8 25 -54.4 -52.1 -50.8 -49.8 -49.1 -48.5 30 -56.3 -54.0 -52.6 -51.6 -50.9 -50.3 40 -59.2 -56.7 -55.3 -54.3 -53.5 -52.9 50 -61.6 -59.1 -57.6 -56.5 -55.7 -55.0 , 60 -63.6 -60.9 -59.4 -58.3 -57.4 -56.8 Exterior Zones (5 -Walls) Negative Pressures Exposure D For the 170 mph Wind Zone WITH .6'ADJUSTMENT Effective Wind Area or, Tributary Area in S uare Feet Height 10 20 30 40 50 60 Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -61.7 -57.6 -55.1 -53.4 -52.1 .-51.0 20 -64.7 -60.3 -57.8 -56.0 -54.6 -53.4 25 -67.1 -62.6 -59.9 -58.1 -56.6 -55.4 30 -69.5 -64.8 -62.1 -60.1 -58.6 -57.4. 40 -73.1 -68.2 -65.3 -63.2 -61.7 -60.4 50 -76.1 -71.0 -68.0 -65.8 -64.2 -62.8 60 -78.5 -73.2 -70.1 -67.9 -66.2 -64. Length of End Zone.(a): 10% of least horizontal dimension or .4 h, whichever is .lkr but not less than 4% of least horizontal dimension or 3 ft: (h = mean roof height In t). I U" AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT OOFS. 0 INSTALLATION SCHEDULE Unit Wall Shutter Shutter Shutter Storm Anchor Header Storm Mullion No. Pressure Width Height Span Bars# Spacing Reinforce Panels Type Inter/End Vert/Horz Req'd Req'd Bolted PSF Y/N Y/N 31ftfl�or 1E� y 17 r1 ' T 2 3 op`t ttomVe, N In End Top �V vt' t f 1+/ 10114otottom � IV Interior nd / Top it 3 + . v `` 6 " rfi Iv °,..ottom Interior End T +t�2 a 66'' 56 Vert )��/ 4�� N A ,ottom N N W P Interior End Top C �-Orj �/ + �, ���� Jr 6 �t Vtrt e p� A rp (1"d Topz Interior End " Top IV Interior VEf nd J f 6_ Top t� +`��_�;�5.8 5 '' 6 " �Aear om 1 I" jlnte7orEnd jopt 1 _ i�6.fio 6s t� �6tt Melt ]� �'pottom (� 9A Interi�End r Top+ 6 o 321, v u l N ��u ottom N NA Interior End Top + ottom Interior End Top + ottom Interior End + ;-ZOMM Interior End Top + ottom Interior End Top + ttom .A r r e L� r. r 1 Florida Building Code Online https://floridabuilding.org/pr/pr_app dtl-aspx?param--,vvGEVXQwtDq.. RECEI!"r;0 FEB 092917 Florida Warfileeritq'n'Bcts Home Login user Registration Hot Topics Submit Surcharge Rats fit Faces Publications FBC Staff BQS Ste Map Unks Search Bus nest Frofessibnal a USER:PubCicAUss�rOVOI Regulation r11w11RA111RM.1RlIfll7il Product Aooroval Menu>Product or Aoofration Search>Application List>Application octal n:4,.tiT Jr ft FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature BIII Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardoopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,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 FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/2912015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Y 1 of 2 9/8/2015 1:19 Florida Building Code Online https://floridabuilding.org(pr/pr app_dtl.aspx?param=vGEVXQwtpq... Summary of Products FL# j�model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Ext' ruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-086 bottom)for storm protection Limits of Use i Ireslailation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf positive FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.pdf ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o I 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 l 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 I of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 i Extruded aluminum interlocking blades retained by tracks(top and Only-(Non-HVHZ)-Drwg 15-085 !bottom)for storm protection Limits of Use Installation Irtstructiorts Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 1&-0'for 30 p.s.f FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-085 HV.pdf negative ASD load depending on centennates and locking rod C Created by Independent Third Party:Yes configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f.for metals stud mountings and W-0".for 110 p.s.f.for HVi and HV1A working in unison, See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-084 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc Impact Resistant:Yes ' Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load for Blade 1 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.pdf and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively ------ --- ----- — --- —-- — Contact tts::1940 North Monroe Street.Taiahasw FL 32399 Phone:850-487-1824 The State of Florida is an AgiffD employer.Cowriofd 2007-2013 State of Florida.::Pkacv Statement::A bikv.Statement::Rehmd Statemert Under Florida law,emai addresses are pubes records.If you do net wand your e-mai addn�released in response to a pubic-records request,do not send electronic mat to this entity.Instead, contact the office by phone or by traditional mar.If you here any questions,phase contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,icensees licensed under Chapter 455,FS.must provide the Department with an emai address ff they have one.The emat provided may be used for official communication w[h the licensee.However email addresses are pubic record.If you do net wish to supply a personal address,please provide the Depmtmen t with an email address which can be made avaibble to the pubic To determine if you are a licensee u da Chipter455.FS.,please nick here. Pnodr#Approval Aoceploz a t�J E9 a 2 oft 9/8/2015 1:19 PTV. I , GENERAL,NOTES: 1.BERRM H.V,ALWVAC SHURDR SYSEM SHIIWN GN 1}QS fROOUCf EVAONPON OON�Wf tyFA.)HA9 HENNA VEi✓QND FIN a01PLWLE N ACCORDANCE WITH ME 2014(SIR EGIRO)OF THE FMG f/OL10D WOE T04 ACWIZQON'..1'BRRF SISIFII 9V11 NOf RE pS001ID AT NGI1 Vk]Dddl'(10&gCANE 2OxFS �T['.TC DES�L NOD LOWS SHALL.ME OETBOEED AS PER SECTION 1®GET nE ABOVE MEHWI®CODEFOR A RAM nm SPEED R EQUERED BY THE JURISDICTION WHERE STUM31 NRL TABLE OF COZYLN I J I ' RE D IN DULLED W A 17i6R0xLLRT FAGIM Kd-M USINGAS.S 7-10 AND NARROW SMALL Nor EMEM THE NARROW DJ DF99i PRESSURE RATINGS9®kVED ON SHEETS 11 MI.la,19 a 20 N olmFrt ro TT1af7 TE ABO.E WNOOpN.UU/NIE DESIGN NamOB DETDIm®LS PER ASII 7-10 SHALL BE FIST IRE=TO A.S.D.OEM VENDlD/JS ORFA.1_HV B(ADFS /C W 8(WATPENO MEM EW OB N ORDERTO COIPARE THESE W/MAIL.(ASD)OEM PRMURE RATINGS MIGAM ON SHEETS 11 T RIT 15.19 a W. .. GEEIM MGM SHEET I N ORTEER 70 VDOF,Tlq C01fOft]PS AID-21WS ON lIB PFD.K TESTED,HEM NOT OVER S61ESSHA A W Z NCR0.SE N ALLOWABLE STRESS FOR END LEADS BIAS lA[USED N TER SYSTEM COMPONENTS 1-2D SHEET 2 Ai1N356 SYSTEM COMPONENTS 2k-637 SHEET 3 HOAEVM A TEED NYLOaIIE FACION CD-1.W WAS USED WR VFNOFADN Ci F161E ERRS N WOOD SOIREE SISMTS ADEQ ACr FOR gam AND LARGE MISSILE NEXT LOAD HAS EffiI VERH D N ACCORDANCE ION SECTION HOD I2 OF THE ABBE MENTIONED CODE AS PERAB.REPORTS, TYPICAL SNURFA ASSEMBLY 38� SHEET 4 tncro YMCA.WMM BLADE a NNWW DETAIL -W BLMEID/a2+ -03.Ioi13.01-N./10Dt01-40%/I214A1-O6,/0117.@-De,/o609A1-10 AND/0210m-ll AS PER—GOT.TAS-TDi AND TAS-2D5 PROTOCOL..,AND ASIM C-1NS6 10 W WINDOW BLADE((A AND E-190 STIEIDVmS(OiE LEVEL 0,Wam-ONES 1.2 3 3)a:/1220.01-10 AS PER TAS Mi.200!M PROTOCOLS LARGE E0591E _ �AEE1i If_A LT -1N WWmOW BLADE®/OLfO6.N-OI AS PER ASHM E-IBIS AND E-1996 Ot®lE LEVEL Q ECm IDDEOS 1.2,3)BASIC PROTECTION QELY AND/DMOt-83 AS PER TAS 202 PRGOCOL TYPICAL WHIM ULDOTTION A NOIES ON LOCKS SHEET 5 DSTAIIATIW DETAILS A-F.COE ORMBLOCK SHEET 6 ELI 2 W DE()AO HV VRNO71 LAAIE(9 ARE ENGINEEREDTo7M N NaWN TIN EACH OTHER UNDER THE EUmDL LAHDGDHS AND CONDITIONS OF USE IN2WTED ON SHEET 10 I SMLAMI N DFIA6S C.-AL WIEI EE xCE/BIOOE Sr 7 S IEWHA H.Y.AWOmION nN5(1N SCAENS).USED AT BLMFS IONUCKIE ALD FOR pemCT YOUHf CONOI.TION ro 11006 9WL STAaIL£S5"IIFNL ICEl6 SIN 130E Aal TFMD S11R4TN AID W wD¢7I'AN WgING SYBEI AS NLL CQRERMATE DEVILS W SHEET 81f RDw SATES C TNTO OE f10TENSLE E FINDSMALL.BE CONED WITH SN NY/K WMANYF 4 � TBIEI EXTERIMAE BELT 9 COAnm APPlr.QOIS.RE�fE1RD CORN AIOTdOAtI 9Mi01 SrTE16.ASSOCATOL PINS MOST STAR ME W MAOm10 ON TEBt HEAD ' A ALL AWIBNNI DIMUSTQS BENT BE AWEO RIM ASUCADN MIEN AND TEMPER AS INDICATED DN SOEIS 2 AND S M20AIM MG STRENGTH FOR GGNO iM ALDT IS 30D W AND'M7 LW PON END CAN DERLS 1-6,CONEREIE/BLOCK BEET 10 60Da-TS AUDI: W)GMUM SPAN TABLES BEET 11 ANCHOR SgEDBLE-CONCRETE a BE= SEEr 12 0 AL SCR NS To BE STAGESS STEEL W4 OR 3'8 AS SERIES OR COB¢mn.R669Nf COATDO CARBON SEE,AS PER Go,—18 WEAN So W MIN,TIDE GTIENCM A G so HST MDL TE7BLE STRENGTH. ANCHOR SCHEDINE-CONCRETE a BE= SHEET 13 Alm SMALL QIwLY W/FLOIECA 1LULDW CODE SO.TION 2411J 4. ANCHOR SCHEITME-CONCRETE AL BLOCK SHEET 14 &DOLTS TD BE ASHY A-3o7 GALK9!» m 30 S♦ .OR Am /OR JIB SERIFS GODLESS SfF1 WITH 35 bi M28MOM VOID smaia I. ANCHOR SCImULE-WOOD BEET I5 7.SEE THE FOLLOID STETS FLR3 ANCHOR SPEWIQKGO @ W BLADE 0:12.1]•14,15 AND 20 HNSALIATW DETAILS M-R•WDOD .BEET 18 HP BLADE 0 a O WOLWD N t"Sa E 12.13 a 15 USQIIATGN DETAILS S-K.WOOD SHEET 17 ENO CONNECTOR DEA65 7-12 a TL WOW SHEET I5 0 I♦6 ER,,RV.ACCORDION9H1mA SH3TE11 SEARS US PARM/6Tl9,sm_C0IPONFINS OF TIES AH'RWAL ARE WYpED,N NHOIE OR N PART BY uS PATENT/549I,I79 6S.ED TO EASTERNYEQL SUPRY.OIC 9.ITSHALL DE THE TNESPO!!S®ITY OF THE WN RACTOR TOVMY THE SOLIDNESS R THE SHULTNE WHERE SEIIER IS TORE ADA2®W(IMN IEY E PDt ANODTWL WNTRACfOR TO SlLM= AREA 3: FNV WWNDOW BLADE ONLY AM SHUTTER COMPONENT EDGES WNI21 RINULK TILT FA5T0@G N CON ERA L15 CCNGI O WM TIE BLEDNG TO PREYEM W/m/RAN NTRUSIGN. TYPICAL-SHUTTER ELEVATION SHEET 19 1G.TACT VOLT MOST BEAR PERMANDa LABEL N A V PLACE INN WMLOLG FARE gOmm,MI—OF INmA/NE MaHarGS FN1E PAIR,TENANT.OR ORBIq I=.PROPERLY CID.iE ALL W AND,RID AREA 4• )TVA WINDOW RL__n ONLY CENIDIUIFS AND EE1TM�OR LINK AL W AND NO LOCKS, ARC IT.SHUTTER MAKFALTI/EIYS LASE SAL BE IDGTFD ON A READILY MINE LOd010N AT ACCOfmEN 9HmER N ATCORDe tE WITH SFCWN 1710 a T OF FLORIDA BLRDOWI CODE.ONE LABS.SIMLL BE INSTALLATION DETA05•META.SOLD WALLS BEET 20 PIA®FOR EVERY OPENING.LI®0D TO COMPLY INN SECTION 1710A2 OF THE FLORIDA BNLONG WOE IL sarm H.Y.Ar.CO1lOCN SEATER m7mE s 94Tmxna I SILL COMPLY WITH S'Ecs,mmm D N THIS Masts RIMS ANY m—ANm RO2m REGNNmus PROVIDED By Im NUHS+Y m.WHERE ' PERMIT S APPLIED R 'IS Ca)THIS PEA.PREPARED or mms ENGINEER LS f.ETERC AND TINS NOT PROMOS woNuA om ROPE A SE SPECIFIC PR0IECR is WERE TE SITE CONDITIONS,DEVIATE FROM THE P.FA. (b)CONTRA=ro BE RESPONSIBLE FOR ME SEECROIL PLNICILBE AND DsrAUTwH NCImNT1 LIFE SAFETY W THIS PRMICT.EASED ON MET PLED.PROIDm WSW DOES Har DECODE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONmION6 DETAILED ON THIS DOCUMB.W18TmKT0H SA M AT SERE S THE CO TRACTURt RE9N®IiUO'. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS PLEAWELL BE CONSIDERED OIVALIO P AUETED BY ANY IffNm. Ed1 9TE s OR PRDJECIB BOLL TE PREPARED irl A FW WA RELSIDET ENGINEER OR A C H ET NFOCH WILL SEMM THE ENO]OEE OF RECORD(EGA MR THE PROTECT AND V N WILL BE I . REAV.. E FOR THE PROPER RISE OF THE PEA.ENGINEER OF RECORD.ACIM AS A DELEGATED ENGINEER ro THE PLED ENGOOEERA 9WL SLwW ro 1 LATER THE 611E SPECIFIC DRANRLGS FAR PESHEf. I.)avaNA.PL 9IAL eDN ME AWE AND OWN&SEAL AGI 5IOAIVTE W 11E PROFESSIONAL.EHHBDEIR OF HEDOm MLr Pmwm IT r FUNDA BOMB CODE an Hi h VPJOdty Hurricane Zone 0 .•n(/9AA - 0 203 wER N MEDLL SPPLY.INC. YM _ Accordion Shutter system '� ECOrMc' AN.SI.SL.A. KV.RAM#I W/(A WAO NYI LAM +o i .T Amarlwn ShuHer Systems o� n„E WwD,Im LSE. FILE COPY y; p I�� TILLIT TESTING a ENGINEERING COMPANY O•., F,..: em RAT Hd.A.Sh as WIGFFn NAPDs HAWtn aT Asso"lan. Ina. I OLD 11-193 4/13 DAL` 4 13/15- 2pq —•' -` Pnm.:(ma)m1_1sw,Fo.;(3aa)en_Iy11 4268 WDstmods Drive 2 'a0! "'^��^W^o1�+ West P.I.BW<h,FL33407 DRAWING No !.,,/0NAL ENG�o wTR�i>v°,T PE. .- : 15-085 P.E.SF1Al*WI}URE/DAIE FLOfm1 Ia./w1D a SHEU I 1 OF ._. A r•.�9p I . B •�,,: cal®oep � ws�-rF"' wa,• Ay LOW SOLID BLADE dr QS HV 90'/180` STARTER - C3�{�LUNRlERSAL FLOATER QVAUFlm FEOR USE W/ COVERED UNDER US PATIXf .' •179 QUNIFE FOR USE W/H BLADEQ O _ - HV RAID O6005-75 ALLOY AND TEMPER OUAUFlED FOR ,ry•NV 6063-TB ALLOY AND TEMPER -SEE NIT Aft, OFyh`�BGDE ON 9HEEr 19 6.�i•T6AliQYsATE1�EA .t2` -SO,=TG"Al3DT AND TF.MPEA >� ' Aw (ITPa q L O7 m HV ADJ. ADAPTER W/LIP. QUALIFIED FOR USE-W/Hv BOHV WALK—OVER TRACK 9° ©HY ADJ. FLOOR TRACK BLADEQ QtuLIFTED FaR' w/Nv 09 HV YRENCH 7RACK •1 - - 6063-T6 ALLOY AND TEMPER ®qpE 1 QUN1Flm FQR USE W/W OINIKim FfDRE SE IIo wI tN fi063-T6 ALLEY TEMPER BLADE QI ONLY. 1@ HV RAINGUARD 6063-T6 ALLOY AND TEMPER i 9 908. 6063-T6 ALLOY AND YELPER QUALIFIED FOR USE W/w SWE ._ K� _ YAI@9 1.936• 6063-T6 AUDY ATO TEMPER g 9,Y .o T S&V1 HY HEADER/SILL` Q 11 FiV CEILING HEADER ® 1©HD CEILING HEADER/SILL m FDR USE W FN B1ADE(1�ONLY. ` Tm FON USE w H RITE DE 1 ONLY SEE SECTIONS fOR vAllDlfl':' 6063-T6 L-i�LDD�TEMPErQ avauEE F n gE R A BLADES- 1O HD WALL HFaOER/SILL .63-76 ALLOY AND TEMPER %&"` SEE SECRDNS AND TEMPER QUACKED FOR u5E w/Nv 6OB3-T6 ALLOY aNO TnIPER RIADE OYONLY. ' _ 6063-T6 ALLOY ANO TEMPER 0016C)�M A 0 i1 12 % Y 1.t 1011 ` Y 2• O.tYS- 1• 1• © Y 5•WK 1/6• 1/B• Y ]• 0.090• ® 2- 5•MIX e19Y 619Y (1 StDE ANGLES �201 CORNER POSTS prWIFYED PAR(D w/Hv ALUMINUM ANGLES ® zs• Y w 0.190• 0.190- jAURm FOR usE w/Hv BLOY M OL1ALLFlm O ONLY. fN BIADE 1 6063-TB AUDY AMD TEYPER 608}T6�ALIDY AND TO." ® Y 5•MNC O.tl9• OtaP 6063-T6 ALLEY AND TEMPER FLONDA BUILDING CODE Mon High Velstity Hurricane lone `\"�� •�1,i�0� 0 2015 SWM METAL 616RY•w- P�• c `C! A S S A BE A te TM L E C O I NC. , Accordion Shutter System Nv E AM it W/M cap KY.WOMM BATE *� American Shutter '*.�.�'7q:�p•t�;¢:C`S�SSf/!Ti•IO9 QNRVEAI D�1N.FrE a'o:`-���v��,.`.��r== �Y,..aT:wE St.m TuI1aN®Nx„GIvTn P�nt-sI AmaIe,°�m..�m.C�frr w�.•,o Systo R0 couPAHr on. Inc. Tu Eh61NE 4268 68WeIrc OLD 11-t62 e aa1 6—max 94r./1N3/L I 5 DRAWING N.158West Palm B ah.FIL 334 —0 _ P.E DATE nala u•.!w,eT SHEZEf OF 40 s ,r>v I•>n '� t �,. -� '.A""^'s 8 . y a .� - �.�_ ,(s°z°m .o•�room • Na6Na°wox 99 .Oe3• S; El3' R zwr ®HV CE IWE ATE,s_',f� ' / HV EGRESS LOCK FUR USE W/NV O&®ONLr IFlm W%HV ®OVNIFlED R LSE W/NV O83-T8 LLOT. TNP[R OU FUR USE W/HV 6f/TOE 1& ONLY �G�y�� Tb` ONLY BLADE�k®WILY. 6063-Tfi ALLOT AND TEMPER QT _- FOR USE W/FN BLADE 7 ONLY 19D•oD.�`• VWYIFIG=-T6 ALLOT AND 7EVPEN I 18• FLASTIC'HYAD 1 9 YDDRD • y w 'm° .D, 1/4' 20 x 3/4• BEFORE Rn - S.S..7HUMBSCREW ]XO-20 RIVNUTO T #sms•w AUA•wry kern rmO lAR¢llwie Twl I yml sNMr Mnslm•nxr F v®.As uuamcna+m er A106 PINT a iRQlf MEY.DIeN ®kOLMAI w• B' Ll4uTl TDIIDDL�,,lfll.oan army UI DAl¢. © LOCKER FOR •T• LOCK CENTERMATE aLuuFIED FOR usE w/Nv BLADE ONLY ®HV FEMALE 'T' LOCK CENTERMATE ® LQC�K. ®HY ALTERNATIVE LOCK 6069-T6 Al1AT AND TEMPER OUAIIF)EO FOR $E OUAUFlEO E8USE W FN OUAlIF)EO FOR USE W/.HV BLADE 1OONLY OWu1F®FOR USE N/FN BIAOE(1�ONLY )yMy gfAOEQ ONLY. BLAOE 1 ONLY. 6083-TB ALLOY AND TEMPER 6063-TB ALLDY AND TEMPER" Y T , .d 3.181 •. � D 1NUIIaDmI 31{•• 31r, .. IQT CYIP441i0R i�'i'M- �� g � � .� 08r3•Mti 4 1 an,Ilya " ©HQ,,-s ATE W/ ® OUA WfL5 FOR USE AN Nv B R E I& A (^�„ aBPLFlED FUR USE W/FN BIME 1& ®HD_C''�`"'`M -'. O �N-TB ALLOT AND TE1�ER 10MdET.IY 1NL r 6063-T6 ALLOY AND TEMPER ® *27 p•o-m ss e 3/e••-le r� `OUAL1,t1ED'FOR USE W�NY BLADE 1 .f ':,L6085-Tfi AL10T D TEMPER f.� %K�. • • �. i�f - I.TB-Yvc -. T ®LOCKING Rog&,-' �UALIFlED FOR USE,W,�BIADEQ Wv t • in wa j,6,-/�l't1"Y%+l�D TEUFm ®AyTy/B'0-16 ACETAL •�J HV 7/4"0-20 AISI 30A BY REGENT HARowARE MORTISE L=DN SERIES 23M NDDK BDV LDOL SERIES SS.THUMBSCREWS OLNLIFIED FOR USE W/NY BADE T& �.5 WSFPLIAT)ON WILL REQUIRE A 7/T8'HOLE THUMBSCREWS O OWUED AT TRACKS FOR PROPER EMBEDMENT QLWJFlED I ll BLADEQ OUAUt,T�O-TNT ES)D/aHy'BLADE 10 FLORIDA BUILDWC CODE(IIDn ltigh V.1-ity Hurrimne Zone- . - :`i(OP•,..•••,,✓d�q� 0 M15 FASIERN MIDAL SUPPLY,DIM r Q•;JGF1dSf'••. '-s BERTHA HVTM IL E C O tNa-*,a'•..��ST p}/1C�1,>FrP�..l�v l.� m,I,. ao v�RING�a, A.S Accordion Shutter NSystem HV.RAE#t w OR W/0 NV.WUN RACE Arnadcan Shutter TILIlf TESRND R ENGINEERING COMPANY Aaoclatlanr lS.eT9 I OLD TT-182 P6°•:L3o6NT1-1fi]D.T.;(]0878J1-1.1 � 4288 Wetrooda e Ortw 3 R West P.I.Beach.FL 33407 ORAWMG Na SSIONA� � ate° 3 15-085 - w4nlI111100% BmnTAT«16rZ 3 P.E.SEAL/SIGNATURE/DATE SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/e 41 1r rx QQ Hv BLADE 1 ro BLADE T IP 1 .tors•'. ��. _ ® HV BLADE 1A xv wME aIm• A u675 • ® HV LONG RECESSED NYLON BUSHING SLAWS v o 1In5' Y . S o_, ® HV SHORT RECESSEDB NYLON USHING 3 ® HV NYLON HAT WASHER (DOR(an� IomKAI Rt.; HV WHM CARRIAGE AISI 302-303 SERIES 0.87Wx3/16•THICK NYLON WHEEL li z 7/r rN wvmoN 0.188'0 AI51 302 514RIE5 B.S.RIVETS V1,V. SEPAPAW ® aEnM r5m' HV 1 3/4'ACCOfmWN PIN W/88 HFAD Y EXTERIOR apBLADE o J/4 ® HV 2 3/4-ACCOROKIN PIN W//8 HEAD i 4 _ ]Soo• ® Q 4 •a 21/4 �on�t POLYCARBONATE IMPACT RESISTANT HV.WINDOW -TYPICAL HV WINDOW B A ANn POLYCARBONATE HV WINDOW DETAIL OOR(B 4Np��TO or @ ® tus kEOwREvfx15) I (DOR® I *PDLYC RBONATE IMPACT RESUM W WINDOW I BAYER MAKROLON 31—POLYGR80NAlE i fY RED+. RESINS,UV-STABILIZED GRADE OR SABIC REMENTSEXTERIORBLADE KRUCKIF FOR10&aaE INNOVATIVE PLASTIC UDIAN 103 RESIN S I OOR f® j i. (SEE NOTE•F•ON SHEET 18). (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV(D OR ® EXTERIOR POLYCARBONATE SOURCES FOR FN®BLADE 7IM SHUTTER ASSEMBLY® _ (2).HV PIN®MAY BE USED IN LJW OF®AND ONLY AT xv Pw®oR Ga rt EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/LW 10 eo]2e• a.R�KKLIGIM r : BLADE WHEN CORRESPONDING TO INSTALLATION'I7',SHEET 7. 3 Ew�u1I4Ow1 -, "m'01e' °O""^'• °OO`w (3)HV PIN®OR®W/1/2'O.D. 1/16•THICK S.S.WASHER TIP O eetR smo.aR � �� SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X.SHEET WHEEL CARRIAGE DEW e�oz"wws^ an wea eu:wx iTs. kKEMBLY LAYOUT - sar exm, +��eon am R+i esm w. GZNV BLADE SOLID HV WINDOW BLADE DETAILS L °• �^� �~� N.T.S. Fnmm BUfl➢MG Non High Velocity Hurricane Zone ae�(ER Jl.jj r'4 y 0 2o(s Twsaw wa sumY,we. uCEAi''•- S u E G0oT .L HV. OrdionShutterSy System HARE 01 W/OR Wit HV.WHOM BLUE p:-�•"¢^,-�-OF ra.#c- mT,lel l+>ia aemS ImN O*-h a oExK»dmNE.E wmG aC ORMamiAeN sY t American Shulbr SWams e+n e e BF+'••F.(bRIUp '`A%a aiw.:(maol.� Tw:(,m5�t-tm1 afion. Inc. MJ a—.+1 3/l3 426a Westroads Drie a DRAWING No ''!hs/GAIAL ENG;�. xN.,ry`�0'O" West Palm Beach,FL 33407 : 15-085 P.Ef6RS1��URE/DALE RArm1 u'1 wm s SHEET 4 OF 20 ®•�' +NOTES ON HV LOCKS AND CENTERMATES: ®�•®� 1.sunnAlmn OaNDTT DM +]_[o2KE xv In«®ar®4WJ BE U4D AT 1/2 OF'SHURnSEaWlS�P7R FDR A 0 SPIN ORETEVNIM W LOCK1 " wr BERATED AS AN IRON OR WISVE LO•C mATTACHED TO Q9 OR TYPMu /( ./�4Z0 i 1/Y IANO FIAT HF1D SS Y.S LOGVION OF LOCK SHALL BE AS NDIG7LD ON ' OKJs $WITTIER . 2 fF RESEED,FOR BETTER PQDOLOIAN-CE IX FOR SUMUM PINPOSFS TIP TO TWO IN ®' I.OGIS OR BE USED AS(A(N DLSDE NT OUIWE LOOL CONNECTION OF LOOS TO QRUAYA6 OL ON PROVE LOCKS SIUOL AS NOIOATFb)ON TYPICAL SHUTTER ELeAff0N a it M U 1@U SED IF DESIRED N.V"LOIXS} SHUTTER HU TTE RODS ARE NOT REDUIRED AT UR AN POSITION.BUT MAY MAY AI50 BE USED AT STALT@TO POSITION (NON HURRI POSNIONR005 RI AN/LTERNATNE DEVICE CyIT- II 4.YAK„ RL/2 ONE HV LOCK® ® BE USED AT AS AN CENEERIWFS FOR ANY SPAN `/II AND OSP1WiD16 AT AHT EI£giK11L HY LllCXSI/�11 BE USED AS AN OU75�OR YSIOE U1CK, ATDIO®TO CORNER CENIBOWE (2)1/4 20:1/2•LONG FIAT HFAO Ss.YS 7W0 LOCIOfiO RODS A7 70P k SHAL.BE I15FD. TION OF LOCK SFWLL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. p— MAKI"SHUTTER SPAN SMALL BE OELERWINED AS PER SCHEDULES SHOWN ON SHEET M. •ONE AIikRWTE HN TOG% YAT BE ISED N lD1T OF NV LOIX a FDR TNT SPAN ALJD Q yg§TILLg�Q aSf IS AT ANY FIFWKIN. IDIX®UKY a U9:21 AS NI OR OIff�E LOCK ATTACHMENT S!9g6�� 3$ OF 1/4.0-2W/4•Ss THIRIS W 70®OR®CENIWNTES SWVI.BE MADE n/1/4•ti2b3/4•AUAL ;�R e�ti` RNMET AS SHOWN ON SECTION M SHEET IL ONE IDCK SIIAL BE U�AT 1/2 OF SHUTTER SPAN OR TWO 1 / SIR --- - C LOCKS AT-1/3 OF SHUTTER SPAR ® a LDAmaDtEY COIIDII,ON b Faa KEYSTONE USED AT Th OF SHUfiER SPAN fON ANT ILDIAar Uxg® ® SMALL BE SPAN O q F SHUTTER SPAR FOR SPANS UP TO W.ALA FOR NSMI AK1NS AT ANY ELEVATION.W LOCK ®� ®MAY BE USED AS AN INSIDE 0fl OUTSIDE LOOK ATVkCHED TO®of®SMMEROCAL CBMUMTEs Nf(2)1/4•-20 Y 1/2'LOW FLAT HEAD SS LLS,%l H OF LDCK SNNL I E AS W MMED ON TTPIOIL MUM ELEVATgR USE OF LDOONG k3DS®W/ OR®fOP PNO BOTTOM 6 COlalf]ELY.MANDATORYDMONLS . CONNECTION ONNE ON F L Y is M 10 X, imGHT."FLAX, =NOTES ON OF CORNER w--r LOCKS AND CENTERMATES� 1• � CF7tfQLwTE ®t ONE ALTERNATE MY r LOCK wr BE N5f[1l�N LIEU OF FN LOOS oR FOR ANY SPAN AD ®a®a©.Oj a®"�'.`Y.®a �fAl1AN1•[!Ar A7/ELEVg1O1 IOCK(fO,.iNY BE USED A^.A 1 OBE qE LOCK ATUOdBTf OF LOCK INCLUDES 115a10 RELNFOfi8N0 LOCKEfF® AS SHOWN ON SECTOR Hys.SHEET e.WHCH-MUST eE 10 ®°•©• ©'®' CONNECTED TO CENRAwTFs®AHD®W/1/4.0-z0 1 1/2•LONO SS.THREADED BOLT W/7/W►A 3/3r YANCNUf DR W/1/44-20aY S",—A t/4'Ox B/B•RIYMIL YAY TE NS'fpLLFD AT 1®SPAN OR 12• MAXWTM FBOVE AND BELOW YmSPAN USE OF TWO LOCI@ G RODS p AND BOTTOM IS MUOIETOR( BO.®a®•®u�•®a©.® • /� yea W1BE IIgD N UEII OF TYPICAL n HV BLADE SHUTTER ELEVATION 1 v LOCKS ON FOR ANY SPAN IAo asDLLAT o s AT N,Y ELEn�ii w°M°E�e%LDOT®MAY DUE N.T.S. AS AN NSDE OR o®LOIX.ATIMlBRWf aF FO— TO s W/3/B r 3/e F.H-- AND mwao; REINFORGf1lQO a@1!f AS SMq ON SECnOM NDB AND SHEET RX LOCK WY BE MTNLED AT - 1065PAN OR tz'MVaWN_OR ABOIE MIOSDAK-USE W IDCIaHW RODS®s CaHPTEi¢Y B'+IWNL On Hiqh. ebci urricana ne 0 2015 EAASIUaN UM S Y.Oc �Q'VCERSF':�9s8� A S S A BERTH VTM 1 L E C O,E.�. Accordion Shutter System HV.RAM/T W/Oi W/b NV.VRNWW SAM DLIn TEmNO a ENGINEERING eOMPANY American ShMHK SYD}Wme asavnm na TwwN Tx Tu- A:. STATE OF _ YYa �.y sT..m raven axmTx,Ram,A, Awaclalion, Inc. I 0.D 11-. 4/I3 s— 4/13 15 PnY„:pm)eTt-,sTD. N(mJBY,-,ai 4255 Weslroads Drive 'i�'r(Y''• "•'•••••" ��`v�� �� °^o^ Y West Pa1Tn Beach.FL 33407 A DRAWING N. A•S G m-amolD NAL���a`` SLLIFH A 1°NJ.PE . 15-085 P.E.SFJ�Lf�itlNNIURE/MTE naaa u� ow ° SHEET Zo MO m �,E .s�YE"r I SCHOM O" � OONaiE1E ula+Ols 1`'~g`' FFOIIIYD C01✓C�IE v B ,R (4E SONEDaE ON Y/1/{•-20 (gE saa2xem 1� © YoemY®a su1 n s+aT ls7 ans W 1r ac F usNo t/v--m " 9 12.0.6 1 I o I .zso•um. a um. Y ( E �OPnOW1pNN. 1 OR®• I ' - MIXwmuIoI M aw5s - 1 P. FY2511NO e�mepg I NIX. ARAnW IsaA4 I 1 EG,Ste— ' ON SHFEf 11 S. -(S Saa7HA£al SIIFETT 11) O ©BV WALL HEADER INSTALLATION WALL EA Q W WALL HEADER INSiAI ennu .(. rcrcrnNr to • I -(s¢sa¢ane ON suEr lq 7 WN OR® laY snaunaN m awss 1 aria—I m, I—(sOs sao-e.�oN sYjr 1q I WAD, Y,mmi® � $ �1wo if ovlwNra E Ym 'f a �• 19 -t/{•s-zoWP ss vxurPs QRIE Mf11af6 � 11Y2mM =2 CONa21E MOIL 1/4•-x0 NUTS 12. W/1/1_p Iw45 a 12'O.O. w� 1 B 1• 0.a (�cEInE ox THUS tO�IYamuEs Po1Otm)1)OI1a1flE (�SaEilUIE ON 91EIT 13) Yiti POMM 13) OR raiE SNFEf os weal a= . " QD HY ��WALL SILL INSTALLATION (s�E sa oN� IWL�D CWaEfE =w 14) QF HV WALL SILL INSTALLATION an coNasaE Ana HV WALL SILL.INSTALLATION INSTALLATION DETAILS W/ ASSOMY1-s¢srtEr a rYN 1rRYl sultm •e a.IyaE osrul¢ - aN� g1; (i) HV BLADE w Mr VAY 10 aRf MY el:GYYa,011. nuunr FIDIMOA BUQ..LINNFM 096E an High V.1-ity Hurricane Zone (f .,,;•,.C�/lti,,� ®2a13 FA rom im&BRIT.O C * 1 L E C O- 7 A■S■S.A. Accordion Shutter system ttv B7.t0E#tt W OR w/b mv.%DwW a wE .11 Amaiaan Shutter Systems •o: rSTAff OF Z aTO A ENGIINf.EERYR1c wuPnNr AssodaDon, Ina , an 1t-1sx n/is aYC {1J is 9 Ya wv.s,al.m cN®,s name mi _ rv�:(amNm-1mo.rm':(m)en-lsit 42fie WI nDriwo. a shiFS G�•a °-"1ps 1°bivO'Ot"" West Palm Beach.FL 33407 2 t#UWING No eac 's'�1O'N1Y./���,NAAL�E1aa� ,Wu1.v�murli..v.E { EEEEEEEV �$—OB$ au P.E. NRE DA. liaiG uc I{41Y! a SHEET OC calaaaElE anlots r� (sFE ClawlE la)ox sun I 1 OR S yy EnsR1c 1 t REGUIIGD �� e �m»o �� WEM PRIdBE t : E]t61p1aA54'{ l stm1 NIr O.NFIL SF.RE15 0 1Y O.G B cONatEIE AMM OZ APPLICMIE SIM CFriaPom -�' �m+wvE na tmm ca+au'IE/xcNoas (ss siuuueus�lqnEanRED G. a (sx aaElnnE oN sutT 14)' Il .jRENCH INSTALLATION H 1 WALK—OVER INSTALLATION DESIGN PPRRF55M FOR VRAC h FUR SPPus�ER ®HV CEILING INSTALLATION (9 HY FLOOR INSTALLATION t soimu�E Aa SREU 11 t 7 -7-N E>o^tmc i ro am]wG oamxc 1mlaoGrml/ j 1p• -an . ►tmWI/N{l•l f 16 91II C(xP N-FI—aB-J I (sSa�EElEC NrSa'q31E L I ElRwE fQx1l EncE 1 1 7 w1©6 �'��- 'rttu/fa xI•.lth]4•r�DS I 1�Y/N11¢'.sf`a+rur,.FGP+u.Jndw m mc vIr s.'vtpEw Fi1wm ro�saEv.Frdtt emn�ac �wrO anta1.aW"7nNo' ~�•i`• VAXnRwx m S."S 011•— 6 OR 1/ A oHDaC O •eL. 20m wd- �- eg. ' ' t] 1] ,. 9nR F D CANCREfE CtSOENEa'Saa]E11 D111E ON eN SNEn 1 4� SHW NaWS RM 13(E) or—3(r) M CGNR P - . .HED(ARED OR CGNCPRE BIDaf :.•:•.,.• . MUM ©I(EYSTONE MOONONG INSTAL!TION °P"0N'L � © jjV WALL FLOOR IMMLLAT(ON © HV WALL WALK-OVER INSTALLATION_ _ 'w°"°''`=a 1sm_.a..-n Pa t+oawFn uNauN sxmEn�'svw Fd' d HV RAINGUARD INSTALLATION t ESE 11E esvu,ataN swr_sE NetF Eoa ooNtmunax a srctexc •c a-FucE osowcE nELWN1E rxtol tsaEGRtFD ' s¢sFE.r a Frn tmrx slertm (sE s+tnFranoea eN sun ta) �mN Ero xN 41i7YHLE oars bus=rnR as M INSTALLATION DETAILS W/ m HV BLADE a Axr t1p 10 sRr xvr Q60ttAllIXl FM CQQE(Mon Iigh T/eloci Rurricone Tone SEA A Y!(41:,,y ®zols u5 Fm(1RTAL S111RY.R c BIERIMAHVT. ASS A IL EC O E■�. Accordion Sh>rtter System Nv.BADE/)w/a(w/b Nv w)m I3A� * t�' /i,(•�?*= American Shutter Systems 1�tw d uuax „E T(UT TESTING a ENGINEERING COMPANY •G'•, TATE OF -: _ ,a,,�,,.�,R , yl Aasoclation. Ina. 1 as 11-192 H13115 me 4/1J is Eem.:tm�t-lsv.Fw:fxmMn-tart 4266 Weatroeds[H- x DRAWING No �':.�.c'•�. ,.'���? ,,,,¢mt®ood.� West P.I h Beech•FL-NW7 a s�s�l�O�NAI.EaG`°� ou.,ER`weun'i.P.e , 15-085 P.E.aufySl�.N}(GE/DATE n!>t�W.I wtGF a 9(EET or 2G Imes ox u,omw Imas®.,ry Inns®a® oUT IN r INSTALLATIONS W/n HV „ �DM�® BLADE CENTERMATES a I m HV mMCD "'®s©•OO'®°i�'®' OR $EE ENO WAIL CONNEMON I 0•®"®• ©•®° nas ow aws DETAILS ON SHEET ©� ©�• --------------------- - TSa1,/010'- 1 I" ®.®v®.®a1®•.® ]1/4' r. 61/2' T T c`om-re""°q""°` �- „®•® OPPOSING µac wW,�4y,umn i t $YMMETRYCAL ww+oe" CENTERMA CENTERMATES ' �.s tmL GLAMla11 Itaudc.vu u�ail2r. W�HV LOCK Eor¢S W/HV LOCK o �smRx�mnF ®� # # # cN 4aET 11) 5 35 IN - --- ---- - - - ref - - -------- --- :;�::� --- '®- ------ Lill ®a©O®Ov0'®a 10 c Io•®®4m®©•�®'©Oe.®®a°' 4 w, IN �.�.� 4FOUT HVA 0;®w- VC ,E� ?------------- — : rSYMMETRICAL tlw.—T '®�® ®. * OC 8 (tnF�oN) Q•®a®•®v®.� aN sx¢r,U rocwa v®. IN 1 - - - - - - -- OUT - --- -- — — L----- -—- # 1 1 1 "� o.�s��----- --- - �s # 3 vuuis 3 � # OUT a 1/2't1AC%MX HVD O- T HVE HVF** REM CODE Yon Nth Wocity Hurricane Zone N N11,II,I y1y O 2015 F/Snndl EO s ILL V.M ..C41 Jyy V,. A S S A Accordion Shutter System 1 L E C O.... . . . . Rv RAM/r W/a W/o Nz wworr Rog / Amerfean Shu11Mr m s TESMG a DGNEWNG eOUPAH AaolaHon, In 413nAs e 4 uL/is 4268 Westroads Odw z West Palm Beach,FL 33407 s OPAWMG Ho 15-085 P.E. YIA{pTdltE/DATE SHWI 20 ALTERNATE INSTALATIQN W(/ V "T" WCK HV C Crt 9 & i oc1«RS- W("Y BLADE o(o mroaECDVL aEr•^c eN +o >e INSTALLATIQN n HVBLADE OU7 IN �`°�°� artams�a emw xa aa.wm as sir W/ HD CENTERMATES (5t rs a1u..s a.wen eame awry®am.:mo-wra. MUM ON SHMS 1! In �fp( (a•:o:N1 ] eNl q :O i nw4 PLL ID:aa i IN (4)NV. Pvs On•J .Ye Pxa(n°a a m`:mauc $ LOCK(INSIDE) °�n — -----—__ _ 5 1 1 ® OUT 31 m 3 31 ae® ®j w 1 u 1/4••O-20 x 1 1/2-SS.M.S. t sE 1m:s a rw x+1ao�®. W/ 3/32-WINGNUT. (minty)HDB_HVB OUT �MEfRICAL HD G�EA ES -r u1x,ex 9aET s i SSYdMETRIC4L HD CE ERMATES 0 HV-T-LOCK(OUTSIDE) V(i'R ® W"! IDCK(EMBIOf(l W/6df LOCK(IHTERIORI saws ww wruexux _ n�uwcs nwtc nw '®-Q'�-�-®•®- i az xana uYm m®•W®um o.sma . 3 �'a.a.4vc eomi vaR3om4 u mane-o.rnr..ma xm ut0 HDD-Hya" FLOATING STACK FlGRIOA ELINNG COBS on High Velocity Hurricane Zone �a CEP(� iL(/ •i. ®2a15 FASO M NETK%WIN..W- ld A S aS A Accordion Shutter System H1:1 E C INe. ■ ■ ■ ■ nAm p W/1R W/b Im w=ff aAw E �r Amedcon ShutMr Sooms a om ar: TE OF ,Q� rUH TE51IN0 k ENGINEERING COMPANY Aaaoelation. Inc. OU)11-192 +n/1s oae 4 1% °xa '�`n• 4268 Westraade Drive 2 Pb4s:(SOB)Qn-15A1.r:f]mkT1-191 ' DRAWING No '��"•..`Y„r�'. ..one uu:raw..e- West Palm 8eaeh, FL 3J4O7 a 'G�c`'• o}amane 4 15-085 ON�ALE��.•� .xT1,A,un r.M a P.E S� Ie}Li1T I FlDATE a 00 i PatrieD CONCRETE OR POURED mgEVv1a1ama7DE ana rAfr. a �i u OMMIT as� avac %LL.R`nwm Mo CDNCREM cK WALL REMM" � CLAM cox ,vrcxo �oosmc Cass' Ea mu j n� LCONSW ma mC SOE➢UE M SIR.T 1/16'.5'YAY a1 5t6S 1B 101 1EnIaOE�AtO - 90FIIIE II RR a/IF mND (5O63-TB)COAR. 9ACESma g1 FZ0 soBcl a9ARMO&O �� 1 \ " a orlAY ims® 1�. ®ate 1 I a 5E I-OR W L 1 JIAI/21 S. hon/z'sas. I —_ ya� VS A1nvCAragQ•e/e•,a•-r ___—_ O 18'O.C. 7�.N4 (6061-TB N101)AT MOlh7g1� 4 4 (1){10a1/z's.vs.mpa _ u.:, , , ii (z)/s rAACas Axamis,o _ Y ball Ar V OZ 5 QR sEE OtYAn,x FOR Y�SbE [C11BN OR H`I OM ER S E Or© AT 1 OR SIDE CONNECReN `' ®e T -1(�•®' m IRACS oR.e e ®- ` ro Tnia s -Q-BO© f�' �soe�iixnnox 4 -0 -0 O-O-0•Q�- 6. ��©•l9"�l(°�J'©-�,�A 0.0-0.01-v O- vy,�y,, ��®•®—•aj�.�® ©j•�^J'©-�,(� END^CONNECTION pETAIL I END CONNECTION DETAIL© -60NNECTION DETAIS 03„ ,. END CONNECTION DETAIL 4� POURED toRC IE OR ._�f.:a."�r' .�Sa OWY M SPNS OVER IIVN ir-O• 1bNrt=IS=WALL �O IS Cum Y _ '°FOIE W 9fEf M Q1 M ' 111iH aAIEmAV) m 1/2'iRL SOMMUE ON momaims 1aa Aw6mR a _5- ON%w CONCRETE ® 12,O.C. 16• (J qR© O.C. 1 2 KN. „$! {O-JOp 1. - - Z'iO11 -.-- •STE Ci a5E fVR �m Y 1J0 �a 5 11uca1P 'es�Y,B - �m 0=�,°,3.0�'YIEW Y 1 OR(W PLAN POURED CORCREIE OR OR O•©Q-©�®• �•OB OO-Q�Q�> 6 x CaNCFM BLOCK RASE ®,©®• �.®.®. END INS7A TION ""10RED OO O Q�i-O •®- L HV BLADE OR HV WINDOW O.O•©-©•p•®• CA ODE INTO (�--®•®O©- ®'®"®'�'©• CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL SQ O•(�-®•®-�•®- END CONNECTION DETAIL© b0(�•®®. FLM BUQDO(G CODE Ron II h Velock Hurricane Zone '*s, O fats EASTERN MM SIeREY.M ceNs'' '= BE A TM E e o A S S A Accordion Shutter System • • • • IiV.a"#1 Wv OR W/b NV.VINDUN•79A(LE '•/�* nun TE=NO @ ENGp1EFFiNO couPu)r American Shutter Syatema Bemnox M y„umK m AasoctatianA InC. , aO tt-n9jOAnwu:(sm)di,_,sw.rm:(amyT1-1m, 4268 Wostroads Ortva :`�� t'flmc^ox " West palm Beach,FL 33407NAL FNIFII 4 14Lr}PE P.E S�ILij1A'61�A�I1RE/DATE uG t SCHEDULE#f - SCHEDULE i2 SCHEDULE i3 MAXIMUM SHUTTER SPAN •L+•OR'L- MAXIMUM SHUTTER SPAN*l+' OXIMUM SHUTTER SPAN*'L+• (R).FOR INSTAL1A710NS W/ OR 1- (R)FOR R-L'(R)INSTA4ARONS 1=1µLenoN 1mENo YDIIFS.. INSDLLIARONS W/ CONCRETE& MR)OD (1)L+:MA71WUM ALLOWABLE SPAN FOR A LYIFN W/ONE H.V,IDpL ®or®or r & MANSOR% POSONE A.S.D.DESIGN PRESSURE RRW- HO IDCK®W/NO lACAONG RODS r ONE HV LOCK 9r® ® & W/ONE HV LOCKS L-:MAIL ALLOWABLE SPAN FOR A GhR]L I¢tpmE CFNTMATES & W ONE HV-r W/NO IACIO G RODS OR W/NO LOCKING WALL C, E. M,R 0,P,0, A.S.D.DCAGN PRESSURE RAKING. ® ® / ® ODS MOUNTING K I R.$&V. LOCK®W/IWO LOCKING RODS TOP& (SEE NOTES 7,1T) (WLm FOR YWpNiGQLT (2)PROCEDURE ro DETERMINE YA%0]UM SPAN FOR BOTTOM SEE NOTES sNFiT n FLOOR/CEL IG C.H.I.11.J T.U.W&% WALL YPRON^S(�/BOnOY)OR FLOCH/CMING: cOMCREIE*— MOUNTING 1u>anY. CQ✓�lE&IE000 NSMDAIo16_ Naa.y WIiRIE &M (WEN A PRtiTINE ASD.061GN PRESSURE RATING, ltw WWI.11NQ1ING nDme+ nu]crn119 � - Iu1L Y°MI% � ��� � OEIERL@E MA2IMUM SPIN 1+'FRVLL SCHEDULE W A i1001YL1A�110ADO1C OVEN A NEGATIVE&SD.OEM PNESSURE RATING. (+L l•*m�) Iiamrree DETERMINE MAXIMUM SPAN'L-'FIRM JOULE L4 9U L- L. l- l{ 1-00 L4 L-01 D M—UM SHARER SPAN 1+'OR 7'- MR - 30(M IV-W 16'-O" 16-0' IC-0' 30 IB'-C 16-0' 30 le'-0• 1G-0" °��nOIS Km WOOD SHALL BE LIMITED TO FINAL YAINOBI AMPERE SPAN IS SHIM.TO TIE 35 14'-10• le-to• 15--r le'-O" 35 1Y-Hr ie-70• 35 15-2' 16'-lD' 105�•AS0.OESIQI PRESSURE PAIWG. m OETpOO&D SPAN IlE7lFEFN-L.-AND Z 40 IS-1W IS-lW le-r 15'-2' 40 Is-10' 1Y-10• 40 14'-2" 15'-Y (3)PROCEDURE 10 OEIFNAOIE MWNUM SPAN FOR 45 13'-1' Il'-I' 13'-4' IV' r' 45 t3'-1' 1Y-1 45 I3'-4' 14' t IN COMM CEMIIUNTE/3 NAY BE USED R ALL OOMEDIAIIONS IN OEIWEBI WALL YOIMNGS - tr-Y jr-5- IV-6' 1Y-r 50 f'-5- 1Y-5• 50 12,- 1Y-7• YWNING NSTAt1AwH%.DacHwG WTCIF AamS W/ /a CYO 55 f f'-10' It'-10' 12'-1" tY-11• 55 ll'-10• il'-10' 55 11'-1' 11'-11' SMALL.6E AS[HOUNDED ON W1mROR/EDNNRON j2 - FOR A GIVEN POSINE-0,DFF.N PR6SINE 60 11'-4' Ir-4- Iv-r 1?i' 60 I%--t' 11'-a' 60 IW-2' 10•-II' NOS�'"•' S. RAC 65 10'-10' 10-10' I1•-I' 11'-Ir 65 1--10- f0'-to' 95 9'-Y 10'-r �0NE' 70 10'-6' 10--Y 10'-9' Il'-5• 70 fa'-0• 10•-6• 70 8--r 9-4• LIH MCA.SPAN FOR VALFLOG.LIOIOIIINO O UNITIN T10t6. l6TA MCA.AMO SPAN FOR FiDOR/CFE01G MWNIWG 75 f0'-1' 10'-1' 10'-4' 11'-7' 76 IO'=1' 1O'-1' >s - !r-e' ttERIDr THAT MUmOL SFMNR SPAN 1+•OR 9/5FA11A00FS 60 9•-i 9'yr 10•-7 10•-9' 30 9'-10• V-1w 'L'AND M/11INIW1 AS0.DESING Ff✓EMM RATING FOR FUR A GWEM NEGATIVE A.S.D.DF N PRESSURE 85 9'-6• 9--e 9'-9• 101-1 B5 9'-6' 9'-w D6fILA0ltb Dan CQJCREW OR ConamE BI= . NAIL . SllW.BE LOOTED AS FOUDW 90 9'-Y B'-3' 9'Y' 1°'-1' 90 9'-3' 9'-Y - OEIFRY09::: 95 9'-0' e'-9' 9'-2' W-10- 95 it-0' tr-B' LUSTED CONTO_t64S T2 KEYSTONE 8'-0'MOUNTING L,_-µyL SPAN FOR 1Gy].Y01➢(ONG BSDLLIATpNs 100 e'-s' B•-4• 9'-0' 9'-r 100 6-9' B'-4' llY1fED TO+64.-72 psE.AND B'-0'SPAN,SEE La--TAG SPAN MR FLOOR//7AING MOUNTING 105 B'-r Y-it' e'-e' 9'-4' 105 W-7- r-11' MOUNTING QON SHEET 7. 015fFHAlIOHS Ila B'-4' r-r e'-7- !r-2' 110 -8'-4' Y-r FOWL MAXIMUMALLOWABLE SPAR 6 EQUAL TO NINE 115 W-r r-r a-a• r-1r 115 a-r rs SEPARATION TO GLASS SCHEDI�LE `DRUUMBOWmLt'+'''t:+"''L1-'AND t, 120 8'-W V-11- -W-2' 8'-9' 120 8'-e 6'-II' ' ULE WIN FINAL MA=UM 125 r-Iw 6•-r B'-0' B'-5" 125 r-10• G`w .-.-�'^"='��^ (ALLOWABLE WAN ANMOMD NEGATIVE AS.D.CESIGN Tao T-e' 6'-5- r-10' 8'-1' 130 7•-8• 6'-3' A11N)MUM _ gAIWc TODETEg11NE NN(WUY ANCHOR 135 r-r e•-z• r-e• .r-9• 135 r-r 6•-z- WIND ZONE u SEPARATfONx' 140 Y-5' V-n" r-7' r-1, 140 r-5' s'-II ASTM E-1996E' 145 Y_.1• 5.,. r-8• 7•-,r 145 r>." 5'-9' E7 TO GLASS 160 r-r S-r r-4' r-0- 150 7'-2' S-r - 155 r-r W-5' 7'-2' 6'-9' 19 iC 7-0• 160 W-n' W-2• r-1' 6--r 16D 6'-If' 6'-2' 165 V_I r S'-1' r-0' 61-4' 165 6'-10' S-1' 170 6'-9' P-Il' C-11' G-r 170 8'-9' C-I t• f 175 6'-Y 4'-9' 8'-9' 175 W-7• "I. _ 160 =,,-w V-r 5'-10- ISO 6'-8' H V BLADE . 185 e'-r 5'-fi' 195 Cif" 4'-0' 190 C''. Y-a' 19D 6'-4' a'-s' 195 -8' 9-S" 195 e'-Y200 6'-P 5'-Y 200 W-2• 4'-2• W-- W-I' 205 e•-11 V-I' FLORIDA IIICLDING CODE(Mon Rgh Ve1DCI Hurricane Z.B NAN111111rr111 IIII/� 6 2015 FASTEN MVX SUPRY.N4 ' �aAEAA:71C[/T'% BE V1Y A S S A Accordion Shutter System 1 L E C O,■L. KY.MADE 01 W/OR WAG LLV.YAWN BLADE RLMr TESTING&ENGINEERING COMPANY Amellcan Shuster System F�91mN wrz. IP!°II Im E * ':')r- Wz yy y yyMy OMB 311 /Asoccluffen. Inc. I OLD 11-192 n 15 me 4 t3 1s i - c- Plrw:(a97prYm1�i ra�(3os)er1-1sT1 426E We 1—Cls DFrve z DRAWING N. Wost Palm Beach,FL 33407 O,�(•.;RORIDP:G��`�•` Wa A IRMf�.PE : 15-085 a SHEET LATE ItoAe4 il<►w1e7 . t I OF 20 •^^•ttvlM• \c[ymin c FOR A GIVEN µ■v ,3D1L1FR cvA•, - ' „va cP n E>sun y0®CONCR iE Yaal,em A 4 4 D No N19>1FI 0 PlallaD 8= ' WAIL VNI.IffMFIl t101D11111G WDL W o a e:wj N Ot/SDl - (10 1im•DM•1�,Ai �,1F9•s2/�a•11c•• ,1m,Bm,:ma>g ,1Q81•,Qi ®,IW etl>s I.1 •9•o ate n n119E•® ALL POM75 5Due-97 m M' m m rm 1w zaa m•o m)e m 1m lw z>s ao n b w n m Im,w m a Ts m lm lib ms Jo 12 1 B e e Im e to T]I.,m,w ]o a w lm lw TM • e • • , to I • Iz t0 • e • • 2 10 e a • - O a e a e m TNPPER♦ N 14'0 Y a e ■ • U ,R w • a D e a l♦ 1R ,0 p e e s e N 11 f0 9 a a • 0 1{ 12 10 9 • I 6 I B • B e a a e ,2 10 B e a a l{ IS 10 9 e • • ,♦ 12 10 o e e • • U R 10 B e 1/ 11 T.- ...... B a 0 ♦ 11 10 • H 12 w. p e • N 13 to B 1 6 1♦ u w a 6 - ♦ II 10 B B B e 0 0 9 a as - U u w 9 a a • ♦ I♦ 11 ,0W. . saa1{ N 10 ■ • ,4 ,1 ,0 p e9 • • ♦ ,s ,0 B a _ ♦ i2 10 B e 6 • 9 ■ a e e e e e ft 10 • e e b - r0 / 1♦ ti ,0 B I a e ■ HEiz n B / a • i.]a10a I e 1/ 11 ,0 B ,2014 e b - U 12 ,0 • s ,o • 0 • • • 1• IS 102 a - - - H II ,0 a >a m - a 9 a e Tam • ] s S>E ANCHOR 1/ ,2 . 9 0 e b - 1♦ IS 10 • m ♦ 12 w • e s a e • Iz w•9 0 > - - N ,2 19 9 e a e a • e a D eypQ`,IFICgj�cN$ 1♦ r3 ,0 p a m - 11 1 10b - U N 10 B a • 0 6 1/ 12 10 B a ] - - N1to O e ) - a a e a a > e ♦ ON SHEET 1J ,1 12 10 11 9 ♦ - 1/ U l • m U 12 10 p e 0 11 10 9 'e - - - t• H Itl 9 9 )! - - a a 9 >!m 1 H 10 0 a m ] - H ,1 10 B 0 B b - t• 11 , B • e • 1/ Ix b 74 ♦ - - - 1/ 11 m>A m m - O, IR 10 • 0 m- - ♦ IS to B e a b - ♦ IR ,0 e e 10 i/ 12 1 9 a - - 11 u ra • e • - e a e e e 0 a T3 U 12 ,0 • J • 12 10 9 e - • 12 I m J3 1♦ 11 1 9 b - - N I1 10 • >! • - - e 9 a a 4 m ♦ ] 14 N 1 I p a - - N U 10 B e - 11 13 w B e a e m / 11 10 B - - - 14 11 10 9 9 b - - e e a e It I •3 / u o a - - +♦ a +o • e b a - H u l a a e - N Iz b - - - ,• ,z e m ss - - - e e e b m • J - y,-0, •. u ,o • e. - - ,/ tz w e e - N ,: m a e e - • u m a e - N u la a a a 9 e a • Ts e 1{ IS 10 • Y f - I• ,2 10 e - 14 11 10 9 e > - 1♦ 12 ,a - 14 la ,0 a m ? a a m 14 , o • )a >]- N u 16 B - 0 p - 1♦ , - - - - ,1 10 - - - 6 e 0 - N 12 fa • m ] - 1• 12 Io 9 9 b - 1♦ is 10 3 e e - - 14 If ) - - - - - 1♦ 11 > A`- - - - ♦ ,3 t0 • m 1• r2 10 9 11 13 10 9 e e - - 1♦ >? 10 > - - - ,• i 10 9 8"] - - • B 9 e 6 ]3 ) ��latl(F>1015 11g F>7R ] - - - 1♦ ,P t0 p e - - - to 12 ro B a Sa - - 14 i2 m 3 - - - - 11 I=m > ♦ - - - ■ e e ) U ♦ a - g1,1pE®DN g1[E{19 1{ 12 w • 6 - ,1 ,1 to I a - 14 12 ,0 a e - 14 12 m - - - - - 1{ l]m 13 b - - - e )A a - 11 13 10 m•! U ,1 10 9 - 1• f 0 p - - 1]m 4. - - - - - ,J m e - - - - 0 m - 9•-0.14 11 10 b • - - - 1/ 11 ,0 • )A - - - ,1 T. to I E - - - . H ID e - - - - H 12 10 e • N m ♦ - 14 ,1 T. f b - 1♦ , )a - - N nab - - - - 1ID>3 6 - - - a )a I s • - ,1 1 9 1R 11a ■ - 1♦ t1 o- - - - - - - - • 9 b - 1• 11 r • m - - 14 r1 10 p - - b m - _ _ - _ 3 m m _ _ _ _ _ a y♦3 _ _ _ D•-0�i♦ 12 b 9 m - - - 12 10 9 m - - - ♦ 11 10 B a - - - ,♦ 12 ) - - - - - 1♦ ,1 1 3 a - - - 9 e e a )3 b - - N V m a ,2 f0 I - - - 11 12 10 B - - - N m a - - - - - 1♦Im> a3 - - - - a T m b m - ,/ K B b ] - - _ N 11 w p e - L. p - - { 1 - - - - - t♦ 11)!- - - - - 0 )3 • - - - H 12 ) - _ _ _ N 12 ,o - _ _ - 1♦ 13 r0 - - m a 1•-0�11 ) _ _ _ _ _ q 13 w _ _ _ _ _ U ,x 10 _ _ _ _ }♦ ,1 _ - _ _ _ 1♦ , _ _ _ _ _ ! e a a > - _ H r2 ♦ 12 , Bs ♦ a J- • u u _ _ _ _ _ u - - m to _ _ _ _ > _ _ _ _ _ ) ss♦A - _ _ 11 12 m - _ _ _ - N II w - _ _ _ - N ti l0 _ _ _ pe ) _ _ _ _ _ T J3 - _ _ _ _ > �a y. ] z•_D•It to 5! _ _ _ _ _ N 11 ,a - _ _ _ l+ 12 ,a - _ _ _ - ,♦ Ia _ _ _ _ b 1. I Ia - _ _ _ _ a e e e a 0 ] _ N 12 ] - _ _ _ - ,1 e - - 14 U •0 - - tam • - !m / - a m N ,• ;= a _ _ _ _ _ ,• ,1 w _ - - - - ,/ 12 - - - - - Ia a2 - _ - _ - Ell m Ba b - - - - - a a e a ♦ - - - (�HV BLADE OR HV BLADE u x - - ,• u - - ,♦ u B b _ _ • es _ _ _ _ _ a ss Ae ss ] _ _ _ 1 - - _ = - - ,. S - - ,. 2 - _ _ _ _ - H12 - - , ,2 _ _ _ - - - a a e a � HV WINDOW 'BLADE ,. ,o - - - - - ,. V - - 14 12 - - m m e a B . ].e I♦ 12 _ _ _ _ _ _ r• 1' - - - - - _ N ,] _ _ _ _ _ _ b I _ _ _ _ _ _ ram _ _ _ _ _ _ 9 a m b - _ _ _ ,. ta - - - - - - 1• , - - - - - - a = - _ - a • _- -_ _- e e ] - - _- - 1.�IORKING IN UNISON IN 12 1413 11. 12 9 •. - > b m ] _ _ _ _ _ _ 14 a b 1 ss - - - - - - - - - - - - - - - - - - - - - - - 1,a - - - - ROW SUN CODE n M911 V.10CRY RUffi ,eZone a`�tS�A•...........ay - ®mte F/ttrm slF IF Y,e c BEH NY,u01N IL CO,N-. A SS A� Accordion Shutter Sy stem HV.aoE p W/vt W/o RV.WNWIN EKXX Tnl]r tEsnNa ENG INEERING couvAHr Amerlean Shutter Syslema -Law or•aa ea ,,,, - 91 N Affi OF *p eoclatlon, Inc. I QD 11-192 413 S OeC 4/I]/is ]zL Va1of11 Qapa f,am1]), �_•. <pq � ;0oy�T1 68 we 01r a a 07 EjEJOruwwc Na Wt P.lest Palm B-eoch,h,FL]34 a ''''�/�FSS�ON••L ENG�.:` aeL1FHA1mR,Y.BE . 15-085' • P.E�P1�1610NR11�RE/OAIE naml ur.i w,a) aI SHEEP O SPECIFICATIONS ONAWCHOR REDUIREME MPOURED CONCRETE OR CONCRETE B(OUSUS.SIRATES l9E MNONINCS e a•x a saes a >) I.AuotOnt TOsmTNAE aW1 re a FaI1DtFs lam tm taAm rage (N TO namNG FOafED mxoEte(IW.f0-J Le) . E WALL SEL MOUNIIN I G CEILING MOUNTING 1/4Y ra WTAPx TAPCON M Aa9NQD T19EN FaM D6r 1 IIECHOR ANCVEW,AS WNUFACIU ED WLT.V.®ODEIL(Y Fe=J Aa) srN ©FLOOR NOUNUNG _1/4Y.J/a•ALL PODtrs SOIm-RT ANCHORS.As OSOrBm LL n er A FOKM SCREW.BO NPAN�LT•SPEC&TY LC .Wf9-J up W 1Em 1®a 1TTza1c•ow 1Emc r®s�o ® Tt®e Amc -t/4Y 1ue w E AWCNE I e/CAP AS uuaEAnuED BY FIID✓mA FASTDus mmx.INC.(iW.f9-2 Imp Jo m w tm tiD 1m m a0 w m w 1m 1m s 4n so m SO tm tw Apq Ma� rx. xun -1/t•TMER+A1.aAfS AS WNIEACSatED to PD.Os FASTENERS,DA_Am SnTlEtnm BY ALL PUM SLEW,SOl1 a�LTI r o • e e a u 10 e e u 1x 1ST • a o La1ffAlYf an ANr OH OR Ai•TiOlm L/bigD OR AimvazED VENDOR TOE°MM IE MEN•AN St•EmN SYSTEMS ARSOCIU1QN,M •J�'-0• +a n 1. 9 e e • • u is +0 9 e e • a 1♦ a 10 • e a e e OaE/GFOnB �� (1Wa f0-J LvJ u u 10 a e e e e to is 1a • e e . e u u m • s e a s °O'was sa -w 1 u 10 o e 2 • T u +z L. e e e a e T• a to e o e e T'P'•/ NO'Es' 1 10 e • > ea as a 10 o a • • + 10 c • • a rAPPOrF At)1@gNYci�D®mtr Ixry FWtEn eoN�le aF nrera OR vraox rmx AwASem ItaEAOEamI Ttxto:uCC ANoms um Werra+ u u 10 9 e e e n 14 a 10 • e e e 9 u ss 10 • 4 a e 11 6 T J/4'.IVaI ipE STEM T)P�/W A1O100.5 6 t T/Y. P-o-14 n 10 9 • e a • 14 ss m • ss u u 10 • e e • >n A1J 106NY E1<ffDLENE Of 1/4Y a J/{•ALL HDaS SaIID-SET NoidS SMYI.LL`]/e•qm THE EWIED La1xRE1E wnEDrFMf • la l0 9 e e • u 14 a 1a • e a • m u 12 10 • e e e u Ixm snlaca SP••1 w PENunEa 1µ a`w s UN CM saEir 1®REAL IE I t/Y Ma Nimaw SHE"sr.leca D=Arm 9 >a m s, - u +x 10 • e .e • 14 1z 1ST e e > ea • au:•�a �m1 t•emm�rox 9aay5 MiN No SnAco. - Y-O. 1a 12 t0 9 e e • a u 1z to • • e • m u 1. 10 • • . • u t♦ 1z 10 • e > l - u ss to • a eJ a s,1• 1. 1a e m a Ja a As)W CME a1R PRECAST=NC PRECAST CWC=PANaA PAVERS OR ANY VENEER Ee FOMD ON ICE EUmNG ROLL ale ROOK, u n 10 9 e 1s u - 14 Ix 1ST 9 e e e ae t tz to a e • u ANCHORS W L 1E Ilan ENDUCH ro mwt TIE MAW sIM•nna:BEK0 SAD cat FM=ANCIORR SHNL BE AS MCATED ON +♦ 1s m Ta eau - 14 12 m • e rs m 11 n 1ST • e u u xDEs At)•W ATIWE FOR DRSOU1.aHRs RAN WM Sp1s W EaS MTN aE 1MIWr Um SDmS natal Dts ENCIN Ot FOR C-o• 14 1. 10 9 e E e - 14 1a t0 a a a s s 14 11 1• 9 e m•s a 1taa1tA1D1i Lv10 BFS MM IEDL STUDS sE stEEr 2a m • ] ++ tz a u ra a J - a To Omura CwCRTE aaCR(Am a-w) 14 u m • e e - - 1a ss 10 • e me m 1a 1z 10 as e s a - O u 12 e u m a - - 14 a 1ST 9 e m u Ja a lz 1ST a a U J -1/4Y TARCON OR TAPmN MM AVAKCED nOt AWOlei 700fmIJIV Axamas.AS M-WALTURED BY LT.W.e1anOL 14 ss 1a 9 e a - - 14 1: 10 • e 1 s ♦ 1. 1ST 9 >a sa ♦ -1/4Y za/♦•ALL Paxrs sau0-sEr AxcNaS As 1a71■Utm WALL PmaS SCREW.BOLT.SPOaatt OEWANY. a 1z 1ST a m + - - u u 9 1a e u as is m > sa u Js - - -1/4 H=uP mxoaTE ANUM V/W a WMIFACIIAED BY nalOA FASTENERS D .INC. u ss 10 m 1 + - - 1a 1z m • as ass - 1♦ u • > >a u - - -1/{Y wnn.utaars as wrluFlcwEn er EawOs OsnxEBs,wa,ANo O�Tt�mD W ALL POa+ts�Ea.I»LT a SPMAw 1. n > m v - +{ u.1ST • ze>_+ • - a u • > e u J - COMPANY dt AM1T tl11EA APFRaID 1xsr�a aN AUIIAT�tflbDR ACC0IFEED MiN ae AIROUtaN 9Ai1Eit sSSTOa A55amAligl,HNC 8'-0•la 12 1. 9 a ea - - 14 la 1ST 9 • 9 4 - I4 1! 10 • m 6 as - NPM u u m > m a - - 1♦ is e u ae a a - za 112 e a • a - _ at)19fl1yx U&NEOM NF INm CONCRETE IN=OF DIPCaL UI E TAa Hf CAP A110ED5 Atm TNVE9+ANCHORS s 1 t/a Alm TAiNN u 1z 9s Ta e - - - u +a . • e - - 1♦ 1z e • u a - - MIN AAMMOOI 1HRENa ini IEaiHmEw Axolols s I•. I. ra m s Ja - - 1• 1z 10 a as a - u u e m a e=o• 14 1z 10 9 • _ _ _ 14 ss Is 9 1a ae - - 14 1z m > sa a _ _ tiz)SOTS U EMBEDMENT oc t/C•z Ve AIL wwlS Sato-sEr ANCHORS a BE OaNEtY WI Dom wm m 1amR uE sl a w u 1a 1a • ♦ _ _ _ t♦ 11 l, 0'>s - - e as•a m _ _ _ n(H.DQH 0DO mono SNAL m PER m1ED.1/4••-m ss UA samr I®a,•1.I t/Y 1wa winlwN sfww Snz:w s n e --I- 1.m > se 4 - - u m> m e u - - OaSr,—I-xamww FOR—•sm era s11rm 1a m es 4 - - 14 T2 a > • u - - 14 n 1 ta.,.14 a 10 9 >a _ _ _ 1♦ 12 10 •-es a - - 1♦ ss e a a a _ _ Ss)IN ClW THV PRECAST STwHE PRECAST CONCRETE PAMEA FAVORS BO Am VENEER EE FOI91D ON 1 E E1MM%&L OR REEK > e v - - 1a m m a • a - - 10>a.s ♦ a - AN]A16 STRUT ff I=EM ICH TO fEAEN TIE MACS SREATURE OENW SAD•AILF M"M ANCNERA sl A E AS eMVE,aN I. 'u » 1a e • s ♦ - -12.51m e a ♦ - - NOVES'R • OR m M MWRN�IAl s M sMIND�Ens lenl OR—wAL sT1los aaSTaT yes VOCNEUR. oa e s - - u 1. a m ea 4 - a 1 m s a 1a 1• - -1-1- - 14 ss 9 > • u - - 1. m> m u u - t t'-o•m m e - - 1z 9 a J - 7 u u ] (0) ANm106 sHN1 1E wsoa(m Fnua•aA Au of TIE eECOYI/fA'aVNl6 atm SPEEmllwlols a THE ArtonPs 1EANaFACR•EIL u T. > - - - - -U. m sa - - - �s es sa U = _ - - (a SEE SOEDUE a FOR EDGE DISANCE(Ea)VOeG SPACING ROAmxslSP nR Awtas >0 1 u - - to a>a e a - - 121. a u tY=a'14 n 10 - - - - - 1a ss e u sa - - - n 10 u a ♦ - - - . I. m u _ _ _ _ _ n e m m _ _ _ e ♦ ] _ _ _ _ xAmEa1 ANCOR SPADT1as AIE vAuO FOR ED1Z os91mS 9o>rAlm mJaer.FGR E a USs—Ile woYwlEa RmacEAxaAR SPAwA Jam a _ _ _ _ _ 1J m m s _ _ _ m e s a _ _ _ _ er xtltmrao SPA s11oxN ON a9aDaIX Or aE POUxRW O FACTORS. • m - - 1 m> '1a 4 - 11 ea 49 J8 - ROWCED SEvmIG OeEAmm i15e10 FAaCt 991E HAT BE 119 IMAM IWA1•Ix SPAmia Naaaaa fT1R FAEH ANCHOR— '4 14 11.>a • a - - - 1. FACTOR za es - - - - - - 1: 9 e u ♦ - - - m > e • - - - - ' EDGE D1Pcox THREDOEM y Au rroHNr sntO a'r BtUE Tw e/CAP �+ f4 u _ _ _ _ _ _ is m> m _ _ _ _ n es m u _ _ _ _ IOC sPAcac-r ICE SPA.W-J• svAsam-J t/Y 1AH spA=s-r J J/r 4• t4'-O' ja uvD a° "e laxa lnwoaa 1mx PmimElE• w�xaE7E IaOCHsu _ _ _ Ea.J tK W Ea.x t I•LLaytK Fn.2E is _ - - _ _ _ e°a - - - - - Om] > ° _ _ _ _ = BLADE WORKING rto .oao to am I.o CAE t.o s-a• e Catla_ e 4 _ IN UNISON♦ Y• - - - - - tJp' _ 'Oil a - _ _ _ = a a • _ _ _ _ FLORIDA BUDE Non 1gh Velocity NOrricOn ILDING CO e Zone TIL4/ 4� BERTHA® FASDRx•ET.L SUPPu:we ° Sf A S S A Accordion Shutter System L E C O INS. HV.ROTE i1 W/W W/0 HV.WWN HAS iJ System Tca.w CAE aP•x ea x1 71LUT TE9n)to t ENGINEERING COMPANY AmvrAss Shutter S S•. STATE OF f c ran xe Cab a ea soc 19w.9NtIA0,Two,m 268 WaoHon•Ina 1 aIn n-wz J/1s as 4/n/ts 1Tvm:Pa4Rat-naa.Fts:(ooa)mi-1mT 4268 WOstroads Olive a DRAN7NG No CAE:•., ®rere.e0ea,•m1O West Palm Beach,FL 33407 a P,FSS/ONA�Y`lo"� 15-085 'IL�IAIURE/DATE U°'F«'� • SHEET OF 20 m_N 09M Q )a'HFNILE n a GIm YI'.r mum coAaT �,,D OEM n�-.mE PREsswr•R T,,y;-=.-n�mRr�rDNdNc ua?±DNc TwE cnR cGNCR�ae r.M BLaac�nnDrs faaED P416D AiTrHOM SEWING LEGEND 1 • 1tD>p1 ©RAHMM YOUIRING @MVITil]DR YOIJMW @1GW,1h'A1N VO YOUMING TAPGDN OR . tRmlaaxaR llmaa apm ®t�111m9 — ti—N®AT 6MI am1aL liaS�aEtmN 771PGGN WI1H ADVANCED A N roam 1m Iw >o b fo n w lm lw m b w n w Im lw im>o w o 7a w lm lw TNREADFViGf IECMNOlOG1 D 1 a b ALL POINTS SGIID-SE[ n w • • Is HE n v u u•a > 17 7 7 7 E e a a e s a e GLUE TAP • u to • • a u 1: u ss m e ° b > > 7 > as s a s s a e s e n ss la to)d • 7 > r > ) 71 s a 5 a B a B : TAPPER+ H V 10 • a a B V ss 11 V t b b a i 1 > i > 68 • 0 a D 6 a e a �• ss 1D p e e ° ° 12 la IY n n b > b 7 77 77 777 5'a a 5 3 5 5 S • fx Is • e e • n n B b b > > ) u lr1 • • • u 1 m- ♦ > 7 > b e a fi 1• 1 lOD • e B B • V lx : TI • > 5 • 7 ) ) 5] • J B 5 3 • ] b'-0�la lx 1 p e D • • V la la 1x ID)d b ♦ 7 7 ) 7 ) T T 7 a B a a 5 a 6 5 1• 11 10 B e • B n n b)a a b - i > 7 7 1 > 0 6 { • 11 lB • B e • • n 11 ss b a e Ia - 7 7 7 7 T T b • a 5 a a a a 9 • a SE ANCHOR 11 LL ID • a a • • V Y td• )!b f a 7 7 7 b as - a g e a b b b - SPES$7W NS 6,-0•�♦ li 10 f B B • • V n n 10 e • b.0 1 > ) > ) ) > ) S a 5 tl a tl 9 5 ON SHEET 1J ♦ V 10 • • n la 9 •" 9 • ] - i ) 1 7 09 • - S a D a 9 E ♦ ] H 11 10 f 0 • n Ix ID a da s ]6- 7 1 T T > • b - e e 5 'a 5 ♦3 - _ 1{ 11 ■ e 0 a V 11 10 D b a 3D - ) T !N 5d ♦ - - 3 e 3 a S 1 Is • p 0 • • n 1x n as T B • S T > T T i T 1 0 a 8 n a B a i a a u to • e a • • ss m b s ♦s a - > 7 T > b a a - s 3 a tl a a as a Is 1. e a • ss Ii b 7 m a - T 7 > - - a s 5 tl a a - .Q.PSIF ONLY FOR UP ES+70,-75 H u to f e ° • - u 11 as 7 an ♦ a - T ) 7 b b a a tl b a.E - PSF ASA 06tGN PRtSSURE H la lB • e e - u fx >s b]d - > > T 7 7 1 7 • ° a a s a 5 f RATING&FOR SPANS PER W-1 H 11 to f e a • - u p • b • a - - > T 7 as • - - s e tl a ♦ ] - SCHEDULE 03.SHEET 11 H 12 10 I e - 1 7D • S m- - T > )d ■ - - a 5 a b - 11 1r a B V "- a B b - 7 7 b S ♦ - - - 8 0 a - - •.-0.H u t° ° e • - - u b ae aD { a _ > > > > • a e e a s s _ . H u ro r a - - m e ♦ as - - > ) ) e a as B lm- 10 f a h - V w aE D V- - T ) b la 10 f 0 B-- - n OD) s.a b>8 - - 1 > Sa b b _ _ _ D 9 •.a y _ _ _ 10'-01 14 0 f 1 b b a _ _ _ T b ! - • V 1D r B - 11 . ♦ - - - 1 • a - - - a a •a a -I. u t • u o ° a5 • 3 - - T 7 > • 1 _ _ _ a x 1'-0 11 ) w • s e _ - n t T y u 30 _ - T ) i u = a D a a a a - a : ro 'oa ° ° - " ° s ' - ' s ° � HV BLADE ONLY u 1 a - - n a b • _ _ _ _ > > 7 b _ _ _ a a b _ _ _ w u to • _ _ _ is b b b as _ _ _ > r u v _ _ _ _ 5 b a] a _ _ _ 11'-W H Is TD • e - - - n b b a ♦ ] - - T 7 > ) l e B - a D b 3 a 3 b 5a 1• a to f - m>d ° - - > e - - a s . P tl l r _ _ _ ¢a B a ♦ 13 _ _ _ 7 b b _ _ _ _ e a 0 a - _ _ 3,-0 H u w f - - - fs b • b u ] - _ T > 1 ) 11 b _ _ n ID 1 > y].a > a fi 5 ♦ 3 w 1 o p _ _ _ b•d _ _ _ _ g g _ _ _ 1♦' . u T. e ♦ ad T 1 i ) ) _ ] - . ♦ 1 1. p - - b a - - 7 S y - - - a a a _ H 1 w B - - - _ _ _ _ _ > - - - a S D • _ _ _1-1 b b a] 3 _ _ _ > Sa 3' _ _ _ _ _ a a >8 3 - - _ _ 7 ad - - a a a tl b 9 ] _ 1• Ia ro a b ] - i i b 3 - - - - a a b b - - - - 14 11 ro - • 7im _ _ _ _ _ a 3 a 4 Is D 7 > - - T.a v 6 B b fA H 11 1tl - - - - - >9 b - - - - - ) > •d ' - - - - • a �+ - - - - - FLOMA BUILDING CODE(Non High Velocity Hurrimne Zan° y1�(E A T/('�T 0 tale EAMM WK swnr,TM 4 1A L E C O TBa. A,S„S.A. HV BALE Accordion Shutter System 7 . p W/OR W/WIT), AL KV.WMM BE * �1� ' i Drsepmtsl ra •u.•ln: al. TlLlli TESTING&ENGINEERING COMPANY Am11GIpHOnT Inc. 1 OLD If-192 1/13 is G°e 4/13/13, y�t, STATE OF r*rm■a m.a a>m,wear BRcSa n®.ai Amedcan ShuRltr SyaMme tnrm:(]m)m1-tsw.Em:(x3)s»-13at 4268 Wost—da t6w, z DRAWING N. �' <ORIpP •'�'4 raNa la:oaew...w� West Palm EW-h,FL 33407 a ®-owa711 15-085 vs/ANAL ENG\ot•` aauen A nur W. ' P.E.SEA?ry5S6I0tt'�E�/DATE ulm SHEETOf 20 NAlOMI1N_RS D S PR 'mF RATINO(O etl AS CORRFSPOt'DINO NlVn„ON ANCHOP S ACING(fn)cr.Hm R F FOR A ( NEGYT)VE 6 DFSION RHEMIN[FA NG AND A CORHESPMONG ' 'I3'EE 1101R1166 ON SNFZI9 I6 Y 11} :S-� UB TRATE SOURORN PIPE Na.2 W/MDL G-035. SPRUCE PINE FIT?NORM SPRUCE PINE FIR SUM 1/2'MIN.COX 2 W 1m1.o W-a/SS �RRR KOROIEEME FIN OR sOUfN OOUCIAS FIR W/UK G_TTM W/1@L G-0.43 W/MIN.G-036 PL=bD W/NX G-0.43 W-1015N.4-D36 YjM1)�NOUNnNGS Ci3URG NWNf T WALL MOVK)Qi45 CEILING MOUNT T WALL NOUNRNGS FLOORCEILIN MOUNT WADI�MOUNIIIWS 9A.WALL MWNnNfS 9.0.WHL YOURRILS B0.WALL WOUNIN S , BSI N.O t R (ARM OUNTIN S M,N,O t R FLOOR g MX U74�'' M,N,O t R �0 W&XRRGS 1)�RD9&0 5 e:V 6 s V s&V mIB>sll�lae69 1r�1®finlalm 64 macc><e]la<Irc6q A]vv�m64 ®�1Ysals6-0 m�lee—w 1®1mo<Tlt�lspq 0911mr11Bt:cx6A D>P11�1Aa14>c6q m11BI1®4�1-0 ]0 M IS 90 OS]0 4a 6D 75 BO 05 10 W 1✓D 05 30140 W BO 05]0 10 W TS B0 0530 40 W 6 90 63 39 Ia,E 6 W 05 30 4U W 75 W 05 40 W BO 05 b W ® 90 03 f-arum 1.10 I lot IT I B I B 6 8 6 8 6 6 12 10 la 8 B 8 8 8 6 6 8 8 Il 10 10 9 B 9 8 6 8 6 8 6 6 5 4 4 4 3 12 11 t2 12 12 12 12 121121.12 12 12 12 12 I2 12 li 11 10 10 B B 8 6 B 6 6 B 6 12 10 10 9 8 8 B 8 6 6 8 6 12 10 10 9 B B 6 6 B B 6 B 6 5 4 4 { 12 11 12 12 12 12 f2 11 12 12 12 12 12 12 12 12 12 12 61 12 10 9 8 B B 8 e B 8 12 10 10 9 B e e 0 0 B 8 5 12 10 10 9 e ) 0 6 B 8 B 3 6 1 4 J 12 12 12 f2 12 12 12 12 12 12 12 D f2 12 12 12 f2 - -0� it f0 1 9 e e B e 8 3 12 ID 1D B 8 3 B B B 5 3 12 f0 1D 9 e 0 B B e 9 3 8 5 i i - 12 12/2 12 12 12 12 12 12 12 12 12 12 12 2 12 f0 d5 12 10 1 9 83 I 6 B 6 3 4 12 10 10 9 5 J 8 8 e 5 4 12 10 10] - 6 6 8 5 { 3 6 5 1 - - 12 12 12 12 12 11 I2 12 12 12 I2 12 l2 12 65]3 11 10 1.)3 1S 3 B 6 6 3 TJ -3 12 la 10 B - 0 e S 3 12 10 10 t - - B 8 5 S ] 6 5 4 - - - 12 12 12 12 T. 12 12 12 12 12 11 95 12 f2 1]9 )S l2 10 10 S v- 6 B S3 312 10. B 4 - - 9 6 43 4 ] ] 12 10 { J - - 6 6 I9 4 J ] 0 5 ]3- - - 12 12 12 12 12 0 12 12 12 1 B3 BS 12 12 10 8 - 10'-D' 12 10 )3./ - - B 8 9 1 12 10 6 3.- - 8 e { ] - 12 10 3- - - B e { ] - 8 S -- - - 12 13 12 12 1 9S 12 12 11'-0' 11 10 53- - - 0 6 {3- 12 f0 43- - B ]S- - - /2 f0 - - - 0 4- - - 6 5 -- - - 12 12 12 12 10 n l2 12 i2"8fY-M 12 10 1.5- - - 6 B I- 12 f0 ]S- - - 6 S - 12 10 -- - - 8 5 ].5- - - 9 5 -- - - 12 12 fi 1.8.5 8 12 11 11 8.91r-W 12 10 - 8 6 - 17 10 -- - - 9 13 -- - - 12 3 -- - - 6 43 -- - - 612 12 12 B3 S 12 12 f0 8 53 12 OS] 43 4 12 10 - - _ - 8 - 12 ] __ _ {3 _- _ _ 12 ] -- - - 3 __ _ _ 6 ] __ _ _ 12 12 12 fAS e e 12 12 eS 3 8 49 123IS'd 12 - _ _ - 6 - - 12 - - -- - - IT11 e 6 5 4 12 _ - _ _ - 6 _ _ 12 1 (1ZHV BLADE OR In HV BLADE V. 61A HV WINDOW BLADE WORKING IN UNISON +NOTES ON ANCHORS REOUIREMEMS WOOD SUBSTRATES. 1.NppS ID WATT.TILT OR Snm!m0 SDmT SI9LL fE A9 TDlU— ].ULTNITDE SIWL 2 W/ OF DQ��LDnS�) -SWaOIDI R0:Ib 1 W/0�2.'8 v-^.I. - - /IY'PFQM AfOtlK,U)MNF)GnME➢Bf LiW.BIaDFl1 W/Io00L ElY!➢IIF111 A5 PmAUEO R -OOIIGiAS fW►/C�aEO 0165) ' Dal 50:1�W 51F2]S 18!I). -9MIICF 26E iR InMH W/0-6A G-0Ja(HOS) a4aS11 STF IIaIE 2 6120W. 6i BDCE NE M 5011111 IT T -1B)i.1/2•t>Dl 0.]!OW I1wo.Va W. 2W 9RB'3 AS PUTIRS�N1t SRTWClaWf6 Im00C TaS U,4EFS i) AtL 564L D01L75(R' %)G IIIBI N.IIIf mm ToU fi o ALL OF IIE IEW1oa)AOIOM6 NID SiR6E0bIS ai— . RRVA BU CM(Man High Velocity Hurricane Zone TR W15 EAsmw YEDIL S pm W- H >v DIM„UD1,UNy Accordion Shutter System 4. IL. E C O Bre. A.SI.S.A. RV.RNE/1 W/O2 W/b RV.-WWWf 9/tE % si nwr TESTING t ENGINEERING CaYPANV Amerfean Shutter System9 ; BooeAlwl oq0 o6..x Bry lu. A4167 k= ^a+^A"^Y-sbmw>A4 DDam T�31� 20 W-to ton, tne. IYD II-1 ez M s ule 1IJ/ls t P.T We...h.s Drive 1 DRAWING No * _ 6 ewamto m blast Palm Beach,FL 33407 3 15-085 *' SIM OF ilv n"u 1`4 4 * SHt T r OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR• 1 HV & (A HV.* BLADES JAS APPLICABLE) SHUTTER SINSTALLATIONS- B E(1)ONLY SHALL BE UMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE O Id Y4•.WtbR oa 0 U O APCON W wml AOVANOm AREA OFLrnfw hll(.T 1 th'um.I'eEtPAIaR c 7WSADm AREA ro (sce so�nUfE am Efm�elc 1 fwa sFnwam N ' tww rfaaa ItE10nt(sFc MMM OR s Is) t ro a is(wE 1 OR�7' ! ' - W/1/ss.wam¢ �sotmzE m s>EEr I� sxzmvs w/1/4•_zo s 1 OR a eiei IFa IP■y17 s ® }•. 1•Yn. 0 11.O.0 I I y ISIDEIi I oa i IE%OER - II.rermri m T v waw.ovuxm 1 fea seHa�Af I I I t nocFAOFwa TRIeNtDLY w t Ih. m aAss lse I I Y�.IEAIF]WaIOR o<T�AIEA ro I_ssF1a.E m sEEr YpL sEPARAwaw ro ClAS - ofsfe+c am w 1s) 1 11 fOl eKEfDMO #� F)min0 iaEaliE al 9fkf f1 s(gE Ctaa1LLE m 90ET 1 g/ mQ® e5`J � SN•CORT.SILL 4F MIE Icon IN ON HY WALL HEADER INSTALLATION / 0 FJmIRIC - "'� 1 YOL SFDNNl1aN ro Ol/Se fOI4 SFPARAm1 ro OI.\.s t a;47'�M t ommc�¢^~'(s€e:soEnYE ox swEr It I ����C*E saanlrlE m sTFET If _ . ulasxc saEas w/ t Irsaa'1/s•-za Nun; I I 'f'.' wpLL 1/4•-Ze NU15 0 12- 1 a tY O.C.neosl WOOD REM 1•fcn. 1•Yin. 1 - m\:7 y liiwFwo hOR Td uwT a%1 1/4•.WcON OR TAPOW wml %Jlam Y;4.OWt. 4en 14LLrRNwN a THREADED NSA ro TM(FMFORY TEplfNldf.Y w/I1M%1.;' 1/4V TAPCON OR rB'pE CaM.tform fEAaR. E 10t FENEIR m64 IA'11u✓wkD d'�`�-a PLm. \ TAPOOH Wlal AOVANOm I�SfF SIEkT 4 FOR 1TPIV1. ( 9G1m•c-m 91EII IS) .(siI 9m000tE UN S1EE/Is) � EtmrslG R.nv th NN.f.W] THFFAD.-TECIe1alaOr Sf1UlIm A�IW.Y. - WALL fefpl SfUOS 0 16'0.0 A' Om fib- W/1/2'YAv Pe1nPAf®I aF 2-10eRIP/a SFr:I1WS Ce1 eE lh'�.rm firwom fm7a+. : WALL naEAam AIEA NIa RY1PJo0 LCIfSNm IR N+r War ro ArVv Isveam ae eE (SFE slztmutE OR sto-xr ts) star Afrc sa7N/Attox. ®NV WALL SILL-INSTALLATION 1ml Tt4•SNOS a 16'0.G fPfi.fEa 0.`''' NTMIm ro UH H. _ =ro OE NTIW OF SI"fN AOWf✓D 23 1 OF wflR ALL um aF S F8C g-•' FBaQ zsoe m'TfR O HV WALL SILL INSTALLATION ♦���1�a ©HY WALL SILL INSTALLATION ey Q% FLM B-J CODE(Non High Velocity Hurricane lone •w A \\\1N11111111111/hf ®ms EASIFAI umL sumr•.01c. a "c A:rjW"`, ry S.S.A. Accordion Shutter System I' MAE 011 W/at W/0 HV.WMW BLAM TLLIIT TWNG R[NGtNQPMa caNPANr American Shutter Systems wi *i * :*° tam ,w,s,,,,,�•„�uQ„�,A, AsaooloHon, Ina. f fAn n-T97 41s/ts fYa 4/fa is • --qq, pfm:(sOs)s]1-ism.F.:(>m)en-tsst 4268 Westrnads Drive : ' �y � •�'^t West Palm Beach,FL 33407 a - DRAWING No FC0RIOP:'ar`'a` wIE1m A T�1�k.vL t 5—O85 P.� HR ATE SHEET 1 20" INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV & 49 HV* BLADES AS APPLICABLE SHALL MAX SHUTTER OSPAN L+TO OOR L— FOR iNsTALLA-n NS I psf, A.S.D. DESIGN PRE UTO WOODG rrH w BEADE n ONLY FIIm'1SPAN & DESIGN0 DAl Tk WS05KINGS ON Y EA i wFGW.ovumm MOD Fmm TNHFADFORY TECHNOLOGYnWC (D' W/1 1 IM PEt¢lPAiIOX 1/!Y-pOaJ/4•SS. . oP m AM m 1" Ptolas,1U55 HEAo aP F1O31AG NvoD ISiVI FJOSDG PROD fiAOfR r INBRIE SrAEV RCGMnEREo RC eE CiRiA1Ee ai (3E CNIvUE ON Sm7 1e) w/1/Y--w NOT; Pf�m SOMHO NO o tY D.O. SUM 2bULLM M t/2' /2' PAF1EIt O 2P Oa 1¢WEAn f/!•s rs WnH oA U AOVM1® D15 L =j • .23T TIWrlmiaRM pl im lDar 3/um �"um.1HC 131r N PFta 1 r a e/! lI wL' uRm j 7xF%USu4m nreE" �Om WFp . Fu T' SNEaAE S1e) or®o © ¢C r©O © 9/-1RK LOGE UG D-N a •ao$DG IGI 2t!' I j tm®n1 of L6,NO Noon 'nUa m E)�1`G I 1¢IDOi IFpV�SMEGUUE 5 ON 91E 11 CUSS-; .V/,G,.LLAar CiNnal QS HV WALL.HEADER INSTALLATION I w °��y/r�i °` W■■ or-C KG -) 1 'Y I W RSfALLAT[N 6 DfILT YD1ID I saT,s� 1)OR O, 1—:LlYmxo tw1 woOo W/M-eem a sEv,P wf mwHrr ar"aoauGus 1-ua ac2r!wfl my wraosv %�'0)� 1 aw�me® 1 OR m at sum[ita PINE Nti : d ep0®a.® OT HV CEW G INSTALLATION U L ON w Eau I m 1 OR I tax. Sp®Ij1E WSIEfEf f1)-- E HC '1'oll�learoamwo T.awSS i 1 omiac�¢J \ lursat:0� � 1 1 ' t I I I �srEalrn I 8 r-,1 P�1 I 1/!• ©,7 NO, I 2•'.e•la,WOOL HUD I oF�c ROMMM !—_J :+'r•-i� Ofl 2'ze"Wt SO✓EWS O 12'ac (MI N16N Dtxx AFaeOEO(No xto2m) —N NLAxd) R mGE r - O t6 �— EDti.60W( i1 1/4Y TN'CON IXt 1� TfOfss xFFD �J� 2'z!"CDNM �• ou'CaN\vffll O➢VNG[D �' S .. 1/N UROIE OR iAPCON WIIN AWZNrJD yyy PIAIE S dflrADPwa TE(2a101OO1' W/Vvf N 1/aY TMCuH OR TAPCON waH I Mczp THAFIDFORY � TImPETa FVN�! T�W/1 1/Y E6i. 'YOL c; Wa/1 1 �{+�lP.VN1N o 1r O.c TEGW0.IX.Y W/1 1/Y Y3,.PEKE RW Or INRFADE)]1 Z• E1-4-1 NOOO'xEa- —m E=G NOOD IfftRie M SaOD111E ON MEE',e) u3w TO E ®-NG No Hr/aFA tSE Co.saA "O°,71ATION ♦sE of USE'ETq m�uE On MEET fs)Q HV WALK—OVER INSTALLATION QV HV'WALL SILL INSTALL APnE� sfET+s WO FLY FLAOR IN§TALLATON FLM CODE on High Velocity Hurricane Zone ,`��'� ••n�;,, A 20IS EASWI MM SARI.W- ?�. VCENSF;T9�'s� B TY ` IL E C A,S.S.A. Accordion Shutter System HV.RAM/1 W/OR W/h HV.WNDOW RA DE Amerfean Shunter Splieme n L�• _owIEQ IIELff TfSRNC h ENGINEERING COMPANYELN •'• ` x� R m.so3 Two.anmN,11oa yf AJeOCI17ttOn. tale. 1 OLD 11-1 92 a 1310 GaC 4/13 ID rnm..:(Tm)ni-tso.ra,:(sa7eo,-uot 4268 Weshoads Drive 2 West Pal.Read.FL 33407 D 15 G No ..5%ANAL ENGo`` Wad® 'tr PL 2 ,VgRE/DATE Hams m I u,eE s SREET 17 OF 20 END INSTALLATIONS n HV BLADE OR If IA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS mip9IW1L _6p.aeD Al to mraq \ / �jy� ,(B rgpaq 9p®usAmo near emaa +` AVw vi.j f I =�a�."• 5t:�� - may �'":"�.F[�� --- 5 4 rli 6 la./rr Q. _ 1s,mLa w, mQ7f •O'®•�'Q�•QQ- QQ•O Q�'®-QD'0-�-0- =�y �•o(�;f�QJ•o�6• m.vm O.O QD-O'O•(D• 0•(0-0.0{a.0. - 0•O•QD-0- ', '�END CONNECTION CONNECTION DETAIL® END CONNECTION DETAIL BQ ® END_CONNECTION DETAIL 9) END CONNECTION DETAIL �.m �/y>y w ua lreamva.Ir i,r ae woa®ti,s m c Ge /',',f[+'�'is ` - i?v¢ SDr�m 1`4 4 1 gE l➢IRI1TOtS OF'.USE MR �� ,p massy ®I15E©ON SIEET 15 som" mao 5 o oeRRl 4 to eOw f'r`y ®�O.C?0-PQ�•0- w,.,.o, -ao<.,m •o•p.o-odd•®- �. ',i Q�•o-QD•QlQ�O- �. „e» Q;t- o-0 PUN ,.�;:• �ro-o-a-0•t� ®•o-Q�•Q� DETAIL X BID CONNECOON DETAR® END CONNECTION DETAIL FLORIDA BIJU WG CODE Ron High Velocity Hurricane Zane 0.15 FISnId1 UE SUPPLY•BEIRTHA WG a•(ER A T//.ly lb 'V� CEN A S S A• NK Accordion Shutter System •' E • • • HAS/1 W1 Q!W/b KY.W OM 9AM SiAt� Wort TEsr1Nc a cHolNmaHo COMPANY,. American Shlrttor Syshma P01711- 4268Purz K+. Amooiation, Inc. t sx I/13/u o Weet—1 04- ,^c•• O �'a' 'm" West Palm Beach•FL 33407 D 5 G085 �AIl4yHE/DATE SHEET 1(iOF 20 `"V'J ♦rlNPli.�ITRIAfInNc A2N K a{OR 0221 A ®'70 - - - 1.WL AS of M Pffi 4 kciN +110.-ita W. 2,WAX Sturm SPAtt or a A1VMImIS111M A fA 0!N w WMq T,As u>tw AS IwnaP1G5 IL 0.T.v,cear m Slums to•17. O�/���A. � }OILY mamWES�.y_®(BORU M/ OR®AQE.WfafL Bm1� O �- IOhi ff aL15RE0 GAY AT Ek1adIX A��M iW nP.FA ENO 6 W N/YlmR 4zi 4 Wl Rl1 NIaW A YAtOYY aF S aPpa+S (S.IH6)fa0.®PEm 9/AE I4t SPIAIC:90m1 d195Es5 L WIG a lrlmpl6 IfPA GFIF.f2f�1 taP Q mf1011 fffi of iN 10.ga♦a.0e© +ALLIJ4Dm� FPyLEgfoN E)y SWJA RE 1S. 91AOE 11N IM—ooWc a0f nmY 5TARI a f D6 tiff w w (a)W MMW KA QN E RSTa 4' 10 A SG M GALEQ Alm. 11fROL—W SHVnER%1Erq'f1A (Fa NiFS 9Wl HLAY+BE'MI.A00IDR 0A SWD RVA eiMF 1 AT mllaq SnE!K Tld®. VE COASVEC7IDNi�� mmff WIE110 RPnmm�SWl1 n1swN1ID m tY�O85 n3.E In ra EEIs @lr rarurm um Gaa®tea A Av sm0s ROHGcapP W As.% i11LL NpGlf. $gDa n 9lC ataiw siw.vo sonsui faR Ra:nuwRWs afw iWfm rvAA[ tPg3 seRngmsssa2r 14 As worm ar sPAx.Aim ao2a1 U]V1(sue xsms 7.4I ANO W 91101m S- UE mR AWotfAlgla Mw NOIAR® _ T E LL OQNL oR cox=E IN=aNl.w sHmn 12!12 m wo1En er SPAN Alm vi 0 I (SM N01p 1 i 2.W J3, (5� e.lames s P.m la GAS SOIF➢ISE M ASIY E-IPSg ww I 10R4nW 5@IRAIw 10 GAS4 Et"ATION eG ro a Floras aA�-1 somue w sm n nn aAOEm a ar.' __L______ — ___ �mwrw aAmeQ Al ( \ 4 -® -psmip�N�Gx�fE>iwns®® (SE9J°R"RRR�sJ) A.1.1 / TYPICAL Q HV SLADE WORKING IN UNISON WITH HV WINDOW 13LADE SHUIM * N.T.S. RUM 181V CODE on High Velocity Nurrcane Zone a MIS E'AS'R70 VUFL WM-f.WGIS . s�Pt•••,Cy B m A.S.S.A. Accordion Shutter System E C G IN e. Jim MA E p W/ Wilt)NV.teaow 9AtE �/ /� *= TINT TcsTINe AtENGNEEIUNG COMPANY a:fGllon AN American lation r 9lsNma •a= CTATF nc ? om N11 SfR 9a""n°'�+ rma„m A� , Inc. 1 an tit-1s2 ./drys nee%is/1s 9----4—�-tic•� aha,.:(xe7RE+-1w.r i(smIM1-1m1 4268 Wesbaods Drive. ORION... teWest Palm Beach. FL 3M7 2 DRAWING No P. •• DAIE rwRw u..i..let a S{F£T O Lai A;= INSTALLATIONS W/_(7)HV BLADE & HV CENTERMATES ©1 120ao• a r : lavt stu�als-as. •c,:t::t�; 436 INTO METAL STUD WALLS. o a.a 4i �aP• IM!, NOMINAL GENERALLMR�ONS AND CANDIDONS OF USE AWMINUM SLEEVE (Lou a 1/p•.aass•Hoot 1ti 4`T 43a g 2 6t FOR BERIIiA(1)F1V BLADE ACCZ)RDION SHIJI'IFR 6083-T5 A110Y Lou o s•oc a e•an n 1�Iy SYSTEM INSTALLATION I ATION TO MET I �1D W I I S SEPA?eTION TO GL4CS c_GHmULF . r m-a1 t ' 1.MAX.AS.D.DESIGN PRESSURE RATING:+75•-75(Psl)2.MAX.SHUTTER SPAN:64' WIND zow WINWW SOPARA - pnsm+c aAss rva aN TM E-1996 SFPARAION 3.ALLOWED NOUNRNG:Q ON 1NL5 SHEET. AS(sue 10 CLASS v, 1 THRU 3 t- ®.1 /-20X3' BOLT 4.ONLY,CQIIERMATE 21 W/\ems/ET LOCK ARE ALLOWED SPIT MUSE PENETRATE 1' . � WRH 21 ARRANGED A METRICAL LAYOUT. 1 USE O (2)3 (6•TANG.MINIMUM)MUSE ALWAYS BE 4 4' ` m�ioE I AS ArMcW I I I CCEMFRMAIE, TERIOR OR INR7DOR ACCESS 510E OF L r 7]- �• - e naDlcF n� •Cat D C of h _ /4'0-20 THRFMS _ 'K*BIADE SLACK DQAII NYF IS ALSO VAUO FOR ®1�4�/EIGO CONSIRI1Cf10N -'� 1<'V 1/Y 2 GENIERMAIE 1 APPL:TOS ALS BUDS 1 © O PRODOCIS FA9-L0K HD _ 436 •. '"M�E�" a e O.C. COMPONENTS Ten 5D1 w �.. , 1�ago cuY.SnL anu ,°1,.ca . :1 SMALL HEADER/SILL INSTALLATION scar•s/s•-r ————— — ZFa]Slda�A55 _ .GLLV.SIEEFL Tllpll(1]WOeI. SYMMETRYCA 7 1,.' Y'•43d, .Iml:sv�waiori:vEia¢.: •gc: 6. 0 - 'I. I ro taus z ��9 a onuaw R� CENTERMATES W/: CE14TERMATES-W/ F• _ - j %IERIOR ACCESS SIDE. I.t INTERIOR ACCESS SIDE+' ��- '= °.�I 4 e•.0tr. IN ... . "IN 4 1 24 a 12 Y 1 21 21 2)4 21 21 1 AT 1 I • HwytIFMER/91L am MEW Y CONNENN TO TRACK t/4.0rP• a 1/2-(na T' r s Vr,,••situ (c°aL) �B BLADE SLACK DETAIL HVF ROPoDA&THING CODE on High Velocity Hurricane Zone \\11n11111111/Ile O 2015 EAMM MOX SPRY.OIa BERTHA HVTm i_ S S A Accordion Shutter System Tii L Vic O ■a. . ■ ■ ■ ILV BAVE/1 W/OR Wjb IV VuaDW BADE TILD TESTING Q QIGINEk71010 COMPANY American Shutbr Sy61em6 emm.� aam n LL TESTING sti ENGINEERING pm4OMPA m Aneoala9on. Inc. 1 OLD 11-192 p]/1S— 4/13 10 UATE M. .4266 Westroods Drive DRAWING No $,OA''••f'LD OP:•+4p °-niee "" West Palm Beaeh. FL 33407 ] a RI �a mbme„s a F,�ss�/�pQ.......(��� 15-085 P.E.yuN,/ INR@/a11E Halm.w.I Nter - SHEET Oi