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5/21/13 Florida Building Code Online RortdaNpanmerO "CIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map j Links Search Busines ProfessitnaI •Product Approval USER:Public User Regulation 4. Product AnUroyal Menu>Product or Aoolicatlon Search>Aonlication List>Application Detail FL# FL389-RS Application Type Code Version 2010 Application Status Approved Comments Archived C Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-6263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy 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 12/31/2013 Validated By John Henry Kampmann Jr. r7 Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwo 11-192 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 Florida Licensed Professional Engineer or Architect FL389 R5 Epuiv EQUIVALENT LETTER ORIGINAL odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 www.floridabuilding.org/pr/pr_app dtl.aspx?parani=wGEVXQwtDgvYYHH2vJw63MwsXdCOtOX3bENFONlQQc%3d 112 5/21/13 Florida Building Code Online UOLt!VdIIUd ICU 14/41/GU11 Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3 Extruded aluminum interlocking blades retained by tracks(top and - (Non-HVHZ)- Drwg 11-190 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 lI drwa 11-190 ASSA.odf Approved for use outside HVHZ:Yes I 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 13'-0"for 40 p.s.f. FL389 R5 AE product evaluation drwo 11-190.pdf ASD negative load the HV3 blade w/o window blade,5'-6"for 110 Created by Independent Third Party:Yes p.s.f ASD load for HV3 blade w/o window blade and 9'-6"for 62 p.s.f for HV3 blade w/window blade working in unison and 84"for 72 p.s.f.ASD load for HV3 blade w/o window blade installed into metal studs.See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top and Only- (Non-HVHZ)- Drwg 11-192 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA drwa 11-192.odf 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 16'-0"for 30 p.s.f FL389 R5 AE ASSA Prod uctevaluationreoortdrwo11192.odf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HV1 blade,W-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 HV1 and HV1A working in unison.See sheets 7, it 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 11-194 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 iI ASSA DRWG 11-194.01' 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 FL389 R5 AE ASSA Product evaluation report drwa 11-194 odf Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12,25 and Created by Independent Third Party:Yes 28 respectively Hack ftexI Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: 12� h�t securityxi TltICS gem www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvA53MwsXdCOtOX3bENFONlQQc`/pad 212 GENERAL NOTES; 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUUENT(P,ED.}HAS SEE 1 VERIFIED,F09 COU?U/,tiC£LN ACCORDANCE WITH THE 2010 M'Dlj OF THE FLORIDA .SJWING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HLIRRIO4YE ZONES ^ T,1T� CESGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1520 OF-.HE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED RECUIREO BY THE JURISDICTION WHERE SHUTTER.YALL TABLE OF C-QUIE Y'1 J. BE INSTALLED WITH A DIR-CRONAUTY FACTOR KJ-US.USING ASCE 7-10 POR INSTALLATIONS UNDER 2010 FBC AND SNAIL NOT EXCEED THE MAXWUU(A-SIL) DE5SN PRESSURE RATINGS INDICATED SXR SHEETS 11, 12, 13, 14, 15. 19&20. IN ORDER TO VERIFY THE ABOVE 004OITIC4%ULTIMATE D£SGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST'RMLUCCO TO A.S.D.DESIGN WIND LOADS AREA 1; HV BLADES(b BY MULRPLYrNO THEM BY 0.6 IN CROEFTO COMPARE MESE W/MAX.(ASLO)DESIGN PRESSURE BATIN,.5 INDICATED ON SHEETS Il.12,13, if. 15,19&20. GENEPAL NOTES SHEET 1 IN ORDER TO VERIFY TRIAT'CCMPONENTS.AND ANCHORS ON THIS P.E.D.:AS TESTED,WERE NOT OVER STRESSEO.A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HE USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER.A WAND DURATION FACTOR•(0.LED WAS USED FOR VERIFICATION OF FAS:ENF.RS IN LWOaD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTT:LAWS ACZOUACY FOR RAND AND LARGE MISSILE IMPACT LOAD RAS BEEN VERIFIED IN AMOROANCE WITH SECTION 5509.1.2 OF THE ASOX MENTIONED CODE AS PER ATL REPORTS TYPICAL SHUTTER ASSEMBLY 38-44 SHEET t TYPICAL WINDOW BLADE S muD0W DETAIL -NV BLADE 0 #0214,01-03,00715.01-03,01C04.01-05,01214.01-05.90317.0205,#0609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA HV ®LADE n AND 14V VCNDOW BLADE-.IAA AND E-1995 STA.NDAROS(MISSILE LEVEL D.WAND ZONES 1.2&3)ӄ.01-14 AS PSR TAS 201,203&203 PROTOCOLS LAROE MISSILE (WHERE APPLICABLEI -NV WIND--W SLADE Q 00505.01-08 AS PER ASTM E-1868 AND -1996 tV'SiLZ LEVEL D,WIND ZO%ES 1,2,.3)B(SM'PROTECTION ONLY AND 1 0725.01-E9 ATS PEA TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION.&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRcTE/BLOCK SHEET 6 2.HV RLAL=O AND HJ WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WTH EACH OTHER UNDER THE GENERAL UMRARCHS AND CONDITIONS OF USE INDICATED ON SHEET 14 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V,ACCORDION PINS(HV SCREWS).USED At BLADES KNUCKLE AND FOR DIRCCT MOUNT CO,NECTYJN TO TRACKS SHALL BE 014.2.75'AIRD 01 tAA.75'RESPECTIVELY,410-MT MINIMUM SEeDfs CENTERMATE DETAILS HV SHEET B STANLESS STEEL SCREWS WITH'135.0 i:t TaD STRENGTH AND 180 ksl'TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA KV DACROSHLID COATING'SYSTEM AS MANUFAONRED BY APPROVED CENTERMATE ALTERNATING DETAILS M' SHEET 9 COATING APPLICATOR!,REGISTERED WITH AMERICAN SHUTTER SYSTEMS.ASSOCIATION,PINS MUST SEAR THE HV MARKING ON THEIR HEND. 4.ALL ALUMNLIV EXTRUSIONS SHALT.BE ALUMINUM.ASSOCIATION ALLAY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 5063-76 ALLOY IS 30.0 kai AND 35.7 la;FOR MAD CONNECTION DETAILS 1-6,CJNCR^TEf@LOCK SHEET 10 6006-T5 ALLOY, MAXIMUM SPAN TABLES SHEET lT ANCHOR SCHEDULE-CONCRETE&6 OCK SHEET 12 S.AW SCREWS TO BE STAINLESS.STEEL 301 OR 316 AIM'SEA[ES DR CORROSION RESISTANT COATED.CARBON STEEL AS W177 TION.Ewe WATB SO w MIN.YIELDSTRENGTH-AND 90 k51 NTN.TENSILE STRENGTH. ANCHOR SCH'eDULE-CONCRETE&BLOCKS SRiEET 13 AND SHALL.COMPLY W/FLORIDA BUILDINC CODE SECTION 2411.13.4. ANCHOR SCHEDULE-CONCRETE-&BLACK SHEET 14 e.BOLTS TO BE ASR)A-307 CALVWZPO STEEL,CR AISI 304 OR 315 SERIES STNNLESS STEEL YA1H 35 kal VINIMUN YIELD STRENGTH: ANCHOR SCH=. LE-WOOD SHEET 13 t SEE THE FCLLOVANC SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE OQ ; 12,U.14,TS AND 20 INSTALLATION.DETAILS M-R.WOOD SHEET 76 HV BLADE 0-&-9 ,WORKING INUNISON:-12. 13& IS. INSTALLATION DETAILS S-x,WOOD SHEET 17 END CONNECTION DETAILS 7-12'&X.WOOD SHEET 16 S.THIS BERTHA N.V.ACCOROON SHUTrER SYSTEM BEARS A U.S.PATENT JV773,5582.COMPONENTS OF TITS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.-PATENT#5'458;179 ISSUED AO EASTERN METAL SUPPLY,INC. S.D_SHA1 SE NT THE RESPON&STUTY OF rez CONTRACTOR TO VERIFY T✓1E:SOUNDNE'SS Of THE 5SWI CTIRE WHERE SHUTTER IS TO B£-ATT :"'D ACHTO INSURE PROP � .AREA 3: HV WINDOW-BLADE PA OsuLY. ER AYCHCP.A;,E.CONTRACTOR T4...,ALJCAULK ALL SHUTMR COMPONENT COCES 5WRCK REVALN,THRU FASTENING IN CONTINUDUS CONTACT ATM THE BUILDING TO PREVENT WLMO/RAIN-INTRUSION, TYPICAL SHUTTER ELEVATION SHEET LLS 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A NSISLE PLACE WITH WAPNINC NOTE;DUR!:C PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,DR OTHERS.MUST PROPERLY CLOSE ALL HV AND HO C£NTEAMAMS AND•ENGAGE w LOOK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE m ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL DE LOCATED ON A READILY VS13LE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE VIM SECTION 1775.0,3 OF FLORIDA M.IL41NG CODE ONE LAS'.SHALL 8E INSTALLA.MON OETA;S,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LASEUNG TO COMPLY WYIM SECTION 1715.02 OF THE FLORIDA BUILDING CO,':., 12.BERTHA N.Y.ACCORDION SHUTTER SYSTEM'S IN'15 ALLATX7N S14ALL COMPLY tYM "= SPECS; A%D IN?PIIS DRAWING PLUS ANY BUILDING AND ZONINV REGULATIONS PRCM 11DED BY E 3URISO'CnON YMERE PERMIT 15 APPLIED TO, 13.(a)THIS P.E.D.PREPARED LTY:HTS ENGINEER IS CENEMC AND DOES NOT PROL40E INFORMATION FOR-A SITE SPECIFIC P,RDJECT;La.WHER`ME SITE CON4I110NS DEVMTE FFM THE P.ED. (C)CONTRACTOR ToBERESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCWDINC LIFE SAFETY OF+HTS PRODUCT.BASED ON TEAS RFD„PROWO-UO HE/SHE DOES NOT DEVIAM FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SIT-IS THE CONTRACTOR'S RESPONSISLUTY. " (e)THIS P.E.O.WILL BE CONeDgiED INVALID 1F ALTERED BY ANY MEANS. ( SITE SPECIFIC PROJECTS SHAH BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD(EARL FOR THE PROJECT AND WHO MLL BE FJ,YSIBLE FOR THE PROPER USE OF THE REO.EK'GINISR OF RECORD.ACRAL AS A Cr3.ECATED ENGINEER TO THE PLEA.ENGINEER SHALL SUSUIT TO THIS LATTER THE SITE SPECIFIC ORAY1NG9 FOR R NEW. (t)THIS P.E.C.SHALL BEAR THE DATE AND CERIG.NAL SEA'AND SGIATURE OF TFL£PROPESS ONAL iNC!NEER OF RECORD THAT PEPAREO'3r. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone: ✓N. 0201; EASTERN METAL SUPPtY,INC. _THA mi73_ $ Accordion'Shutter System a nIo�dQ761 Tim WE xc ■ o ■ ■ KV, Ef A #1 w/OR W/o KV,WNWN ME t !s> AmerTcan Shutter SystemsK oEMRwT aN DA7C DRAWN Aa. TILLIT TESTING & ENGINEERING COMPANY : Assoclattan, Inc. i OLD I I-463 11/zs 11 OA c: 11lz8/11 w.}0•. FTC 4L•3 N:W.YN.S_.Ste.305,mTaixA Gh.Cr3+5,nAriG.3154 �. .' Ph-;(355}677-1530,FLK,(x53171-1531 42#8 Westroads Or;ve 2 DRAVANNG NO ,�ORID ;CF`�RA�' ruRTE�A 0007 P,E West Palm Eeach, FL 33457 { N1-192 P.E.`3aP �,:%,'Td9Et/DATE FLORIDAFwna L 4 t 4.,67 a SHEET OF 20 •.rax,�ItKi�. vutiEs 1,)AW 7DHV S OLID BLADE (� 05 7OUALInEDE CCVER£p UNDER US PATEM 5C5$179 MAL FIEn FOR us w/ Hv B A.-f) 0 HV DIRE MOUNT 1 A}1V WINDOW BLADE* 6005-TS ALLDY AND TEMPER OUALlFIED FOP. ISLE Vf/ MJ EE LIMITATIONS - c iD£ ON _H6063-T6 AlLOY A TEMPER 6063-T6 ALLOY AND TE 'R 3.22• i 0 085' 72 670.900•0722 _. iiillbb//' b 7' h p7. �j�ADJ. ADA�ER W/LlP 4'}n- 3.2,5• QUALIFIED FOR USE Sti'/M'J �HV WALKOVER TRACK '9co BLADE OUAUFIED FOR US.w/ NV 9' HV TRENCH?RACK I-25s• 7 6HV Abd. FLOOR TRAGK 6063^76 ALLOY AND TEMPE c c y ,{V 1 QUALIFIED FOR USE ,f QUALIFIED FOR USE l'!/NV 6063-TG aLtOY PER BLADE ONLY. t0 RAINGUARD BLADE ARI 6063-T6 ALLOY AND TEMPER QUALIFIED FOR,UAE W/W 6063-i5 ALLOY AND TEMPER �, VA7:FS �=>�]B' BLADE% t• �' I �I VAR:S 1.936' 6063-i6 aLIOY A.444���7 TEMPER • - ..TAT 1 � II ti �}- � o, .�1' � .SZ5• '� �a � Ej. 111 HV'CEILING HEADER 1 H��i/SILL (t HD GELLING HEADS$/SILL OiTALIFlFp FOR USE 19 HV BLADE 7 QM12Y, QUAUFIED'FOR US£=cN/HV 9LA-It ONLY / 6063-T6 ALLOV AND TEMPER OUAUF1ED :FOR USE W1 Hip' 8LADE HD WALL HEADER/SELL SEE SECTIONS FOR VALID, SEE SECTIONS FOR VALIDITY. QUALIFIED FOrR,USE\V/HV 6063 i 6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEP BLADE`.1 ONLY, I� 6065-76 ALLOY AND SEMPER # OOMP6NE.tir A .H €7 12 I # Y t i" 1' ..062' __. ( � 2• 1 2• X0.125' {}�� 2' IS`lL4X, Ij8" j 7/6' � 3• i 3' ,0.090' �^� ! 8 (j.& SIDE ANGLES I I j I 20, CORNER POSTS CUAL IFIE-D FOR US£.W/ HV ALUMINUM ANGLES _-as a5• 17-ILA)(. 0.190` 0.19o• ,,,I�� FOR USE w Liv BLADE CUAU=IFO FOR USE Wf HV BLADEC� 6063-TS ALLOY AND TEMPER BLADE (+,1 ONLY. -�VAX. 0.5]9• D.t31' 6063^T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER I FLORIDA B jLDlNG CODE{Non High Veracity Hurricane Zane, Ilftt+Yrl�I� 02,014 EASTERN METAL SUPPLY,INC, II 'Itt,iP�>LR A:T/�l/rJ_ TM �T 57 fes` Accordion.Shatter System. /�IML E�,7\ Kv a ASE#1 w/OR w/o KV.vr.NDDwr BLADE /ND,441 67 American Shutter Systems >;^ TILLIT TESTING & ENGINEERING COMPANY y N. 0[s=>x=non oxs6 awr,5:v fir. Ac. Diss x.r.}e::.s:.z•...}a,uReuav Gulsz�s.Ptamv..ii,es Association, Inc. 1 OLD Ill-C63 #1/29/1.7 DAT-a 17/29J1 t Pr,me Far;(}OS)67t-75}S 4268 Westrocds Drive 2 DRAWING No '•FCORID �`�� a-m•^.91 0R 0a oL^ Wast Po1rn 8ecch, FL 33407 3 (1_ 92 Ary''¢ t E6-Goan7ts P,E=SQtviTG�%DATE war" B iitei a SHEET OF 2 ME G"1 YK:AD ;gEAaEO rlpvcNo ENT {;•_;a f � 64kE0 P4N+ED U51 Lrav- 1 5 on -4, lk --�N� t.zs i a. age ni 3T9 o,.y * t e T (,-,t.� LBR44S C(CHREa ..6W59:ttllND�A .. a•ROJ n u r-a. (d1Ra�E •• (aiRCv[atAtFO) 21 HV C� TERMATE UALIFIED FOR USE V1/kV BLADE 1�& I ON . 2)HV FLOATING CENTERMATE` �° �e�. ' S r ��" K HV EGRESS LOCK GOES-T6 ALLOY AND TEMPER. QU r!ro FOR USE W/ HV BIADF(1)&QA ONLY °��?" 3,23 7S., QUAUFI£D 'OR.Uf;Sr E W'/HV QUALIFIED FOR USE W/ HV 6063-T6 nLLOY AND TEM?EFt �2 Bim£( (4ONLY, QOa11FIED FOR US£ W/HV SLADEt1 ONLY 0'a02.97x' 6063-T6 ALLOY AND TEMPER PLi4O4V •�24- h380'AFTER R NO 3�4" RNErP c SREW 20 — 4 INW NULI(202 73 ALLOY}LARGE FJA'.CE .IN /� - 1!CSM AS N JrA7r RW 9Y AVC^NT exvAnan HV MIALF " " OCK CENJERMATE3 41 SPmwl%E JERSEY 0745?QR E-LOCKER FOR "T" LOCK CENTERMATE OUALIF EO FOR USE W/ HV BLADE t ONLY � HV FEMALE "T" LOCK CENTERMATE NV "T" LOCKLTERNATIVE LOCK6063-T6 ALLOY AND TEMPER QUA IED FOR USE." IED FO USE 1't/ HVOUA(�FIED FOR USE tv/HV BCADE ONLY QUALM ED FOR USE W/ HV BLADE; ONLY ty/HV BLADE OKLY. BLAME(�j)ONLY, 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND 7EMPEFF"" I d5 s�_ { gill S 1 CE-INCH?OR -05 : 62 E. _v,v _�6 t KEY C uNDep 314 — a o 6.875'Km, ' �.��{I G ROD ` L, ° G_ .ia� h Ia n s T .tu' sx. OUAi!FlED lIS V/ FIV BLA"c '�I& (� QUA11 FOR USE W/HV B 1 && m m c o �3-TG nLlor AND 1EMPER - 3 HI CENTERMATF' INW�7 ., 8063-16 ALLOY AND TEMPER ,,QUALIFIER FOR Use Vl/ Fid SLADEQ)&�6063-T6 AL_OY nND TEMPER2HL asu(SEE W =/ I CL'.A'MOR:LEY! , CY.BtDER LOCKING ROD �I�I *I 1.78"NaY. -a L_:da•� >�t LOC QUALIFIED FOR USE W/ HV SLADE O I-.375.0 / 6063-T6 ALLOY AND TEMPER "d-1 B A7AL 7) �.LQ•" —2G AIS) 3G4' BY RECENT 11AIZOWARE UOftME LOCKS SERIES 2333 NOOK COLT LOCK. INSTALLATION WILL REQUIRE A 7/,- H `THUMBSCREWS E-IES S E THUMBS RFW4 OUALIFIED FOR USE W/ HV BLADED& :q) ILLED AT TRACKS FOR PROPER EME£0 _NF QUALIFIED FCR USE Wj HACE CI OUAJFtED FOR USE W/ FIV 9LADE.� FLORIDA BUILDING CODE(Non High Velocity hurricane Zone IEIII�( (�A.Tl�1j 02011 EAS1FAN METAL SUPPLY,INC. 4 Q Tr TM S Accordion Shutter System ■ ■ ■ ■ KV. ¢t W/ SV/0 KV.NINDCW BLRDf —rJ0 aais� : f lfr American Shutter Systema ,NJ USCRtPTION GATE oT rN a: A.a. 1ILLIT TESTING do ENGINEERING COMPANY 3' STATE DF aa6 N.o.3Ia r.,sit.•.65,14�ri a,- S PJCL 1316E Association, Inc, 7 0� T1-099 r12 Ja;ogre- 1�/23/1t i ^^ ann e:(305}971-1530.;e.:(305)971-!531 4268 Westroads Drina 2 ea aq.„ pvi G NLOec ,' 0671Ia_19.........., WATER A.Ttu'JAP,Ea 2 a P.E.' A tl� i/fft�/DATE nORJDA LTC.4 44167 e I SHEE T OF 20 SHUTTER ASSEMB�CR-SLYFORS HV Q HV t11A 4 3/s'o--k 4t , k(D(D HV BLADE 1 li c::7 BIAQ° 7Aj 'tii 1 -„ tN uRtivCW EtA^.EHV LONG RECESSED NYLON BUSHING 5 o dp8ih I975Y FIV SHORT RECESSED NYLON BUSHING @1 ; { HV NYLON HAT WASHER OCR 0 oi � � FLAt PORtL :re06i � RI.7 p� { ® WWHEEL CARRIAGE AtS1 342-303 SERIFS 0.870-x3/18"THICK NYLON WHEEL, ' ~raw-of I �r ezfl 90 X _y -r7 N Z 7/8`mNF - 0.188"0'AIS! 302 SERIES S.S. RIVETS F 13,5'0 - 1:75�2' 4 00, HV i 3/4'ACCORDION PIN W/ +8 HEAD , e�= A525_�asss" ® __ EXTERIOR X j cPannOs a{ HV 2 3/4"ACCORDION PIN W/ P8 HEAD � �1 ,o 2/+3/ ON IT-es Tee POLYCARBONATE IMPACT RESISTANT HV'ht*ID67� I r TtCL CLEAR TYPICAL HV WIN LADE fX�A AND POLYCARBONATE HV WINDOW D Al - , X r . & OR (9 4 or @3 / 1 EouneuENFTSj OOR.� i � �1 �X}S�YSARBG11; Ih,?ATR d^TAF)f iV WtNnOW BAYER MAKROLON 3103 POLYCARBONATE * 1 ( RESINS, UV-STASIUZED GRADE,OR SABIC y TO 6�aq uE INNOVATIVE,PLFSTIC-LEXAY 103 RESIN DR� i (SEE NOTE "F".ON SHEET 1§). ti) HV PIV @ SHALL ALWAYS BE USED AT'ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ W iQ OR E POLYCARBONAT€'SOURC=ES,FGR A HV 1A GLADE, ;TICAL SHUTTER ASSEMBLY7` EXTERIOR R Hy PIN AT r ,=su cents sunup .«...5.u•e ` 4R (Z) ITV PIN ©2�MAY 8E USED IN LIEU OF �AND ONLY AT 02.19'OR � ��+f EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM w/ HV(D � SUTIE's MUCKLE.'1 1t BLADE WHEN CORRESPONDING TO INSTALLATION "11". SHEET 7. � l*�J (SFE NOTE"FOR �m r ensv¢e As u moa oA s ip/' oAa — 4 i REQU RikENTS} " (3) HV PIN 0 OR yt W/ 1/2" O.D. 1/16" THICK SS, WASHER q i r-ft,'w..sr vl m AT rR� As v moa ,taw P,L MOD P.z n. t:J..Smox's xslV Gfi8 Ota.CN P.ei. 7A6,tva;.as. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DET•ML X, eA i SHEET s cxr0 mm ssna nun Fr-tar. Ir "t—� CARRIAGE DETAIL suxC rrniv ApKy 07301 .sa a a+a s box u..s. EkiBLY lAY4CiT sRAM W "4 um o a>a +1 1:w1 n ooc res 8 mu= /SIV GM qNS V,-,;NMAFTER - AM 818 47 02 O.J.Psa, 104 R. <1, HV BLADE SOLID & 4- HV WINDOW BLADE DETAILS �n E ms ASV 7170 Do,I'.,. Mw..1, - ra.r.s. FLORIDA BUM 1G CODE(Mon High Velocity Hurricane Zane' y,t tp,A.r//'� Q2011£ASTERN Licm SUPPLY.INC. �..........�LfJ J. BENTRA GEfI< = Tt4 Accordion Shutter System MLECO uwa. rho 67 + • a ■ ■ KV. BADE1 w/OR W/O RV.wlr�tev SLADE `` �,;•; TICCIT TESTING do ENGINEERING COMPANY American Shiner Systems amn-N0.e GATE 0suws Sr At, "fl STATF n; Mm Sl,V.acs.VIM"GABS'.F1W"^..A.utss A830cIOX'Xpf1, Inc. , .OLO t1-053 Tli'29l11 cttE- it/29/tt Pnc<:{.705}577-1533.Fe.:{3-I.1871-ISss 4263 westroods Drive S2t.0c.l— west Paim Beach, FL 33407 7 ORAWING No �'r�r�;sORX4 WALTER x rnui',srr.aE 11-192 P.E"Sffjt I' iklkfpATE data t uc.g AA187 SHE4 01710 �' •�b 0� �OC�b NOTES ON HV LOCKS un • �4S? R _ A B C a 1 b y n 3 i vbdt„aN,' b lim •ONE NY LOCK,'�,'of t� SMALL BE USED AT 1/2 OF'SHUTTER SPAN FO °AN k3 QR 12'ABOv£OR B W c Cf SFSUTTER SPAN i`OR SPANS UP TO 105',AND FOR INST� 710N5 T ANY t /t EL£tiA710N,hY LOCK 2 art ^MAY 6E USED AS k`7 INSIDE OR OUTSIDE LOCK,ATEACHEO TO OR 2 I } l I CENTERUATES W/(2) i/4"o-20 K 1/2'LONG FLAT HEAD B.S.N.S.LO GAT+04 LOCK SHALL HE AS)INDICATED ON � s r;CAL SHUTTER ELEYAilCN. �bV'b 2. `OC R PERfORMAN . . r UP TO T1Y0 NV LJ f LOCKS i OR MAY BE USED AS AN INSI c IDE LOCK.COKNECitON OF LOCKS TO CENTERMAIE5 OR t`l�SHALL 3E AS 1N01CATc0 ON NOTE 1 8 VE. �J Vi71! LOCA'ry0Y pF L � N TYPICh SHU LOCKING RODS ARE NO7 REOUtRED AT URRiCANE POSITION, 9:1T MAY USED tF.DESIRED TO EKHA;tCE SHUTTER PERFORMANCE LOCKING RODS&OR AN ALTERNA-ME DEVICE ! MAY ALSO BE USED AT STACKING.POSITION (NON HURRICA'iE POSITION). .{. *r R S SHALL SE USEO a w _ ANY SPAN Yt ANO INSTALLATIONS AT AN E113%.ON. HV LOCK "or MAL USED AS AN OUTSIDE OR INS10E LOCK, ATTACHED TOTp CORNER CENTERNATE W/(2) 1/ 0-20.,i 1/2"LONG FLAT HVO S.S, M.S.TPA LOCKING RODS d� O I AT TOP&.BOLTCM SHALL BE USED.LOCATION OF LOCK SNAIi BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.- ''� LiDt�-K� NAMMUN SHUTTER SPAN SHALL B:DETERMINED AS PER SCHEDULES Sli=i ON SHEET-12. l pg>re 5 L12J ONE,�TERN4FE HV LOCK.2�,@@ IRAN 8E USED IN Ll OFF M%LACK Ig ar, FOR ANY SPAN IA ND INSTALLATIONS Ai ANY Et.l1+ARON.ALTFRNA.c LOCK MAY.BE USED AS 7N lNS(DE OR OUMSIDE LOCK,ATTACHMENT � � OF 1/4"02W/4'S.S.THUMBSCReW TO OR 4D FNTERwrs 5liALL B= MADE W/ 1/a'o-20x3/?°i.UM. r , K MUIR B�e RMryUT.AS SHOWN ON SECTION H'E,SHEET.B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. WAT?11�1DRY CO DITION a MR WMME NOUNMG INSTA t6T1DNS__ ONE HV LOCK 0 or I&or 6 SHALL BE !IIS US OF SHUTTER SPAN FOR-ANY SPAN OR 12•ABOVE OR ABELOW I/2-OF SHUTTER SPAN FOR SPANS UP t 1 I I I I 1 t II TO got AND FOR LYSTRLLAJIGNS AT ANY ELEVATION,MV LOCK 0 or 0-of 0 MAY BE USED AS AN INSIDE OR j OUTSME LOCK,ATTACHED TO' or QLD SYMMETRICAL CENTERNATES W/(2) ;/4-20 1/2'LONG FLAT HEAD S.S. SEE } I M.S.L=UOS;OF LOCK SHALL BE AS INO;CATED ON TYPICAL SHUTTER ELEVATICLN, USE OF LOCKING ROSS 0 W/.�. CONNECTION �qj'� (jp� (,y�� {yyy� f��y 1 Gft IOP AND SCTTCM.;S COMPLa-ELY MA':QATORY. CETNLS'CN �D � F Y � K ! `✓ ��Y � � `t/ Y `/ � - . SHEL:5 I ' 1H81s Fuu ' l *NO d HV 'T" LOCKS AND CENTERMATES: JJ�FORNER 1•SELiO�AI YERN4„ NDA'(Q$f }A,lln oowy FOR NY Y LOCK S COMMA=6A ANO CENTERMATE c I I ✓: n ,, ON A..TERt(ATE HV fi'IOCK'(?0 MAY BE INSTAL-ED IN UEU OF MY LO�CK5�OR.%FOR ANY SPAN aAtO v�Yol°x.10 •G`lw INSTALLATION A7 ANY ELEVATION.AO WE LOCK B VAY 8E USED AS A•i INSIDE OR OU ;OE LOCK.nT7ACHMET9T `tt�r'', OF LOCK LfO INCLUDES US1140 REINFORCING LOCKET 0.AS SHOWN ON SECTION MVG,SHEET 9,Wi$CH MUST SE CQNNECTo TO CEN ERMATI5 AND w/ 1/4"0-20 x 1 1/2° IpM1G S.S.THREADED GOLF W/7/8"0 x 3/32° ^,cx,..,.v. WINGN T OR Wf 1/4`C•-20zt'SS.M.S.1NTT)A 1I4"c1x"5/8'RiYNUT.LOCK MpY BE INSTFd,LEO AT M SPAN OR 12° ({�7 (gj 1."- MAMMUM ABOVE AND B=LOW NIDS.PAN.USE Or rM,LOCKiNG RODS;;g TCP AND EC`CM IS MANDATORY. �I.(I�e Ilt�`•�8 w,�.�7 as • ,a 9•3 t�I•Slam• a *NOTES ON HD LOCK^a � CEPfT 1.fTD K WTfS�f OR'32 WIM ALTERNATE HD LOCK I!&MAYBE USED INLrU OF TYPICAL HV BLADE SHUTTER ELEVATION Kv LOCKS 0 OR 4 FOR ANY SPAN AND LNSTALIATIONS AT ANY ID.EVAT.ON.ALTERNATE NO LOCK ry•UAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE:LACK,ATTACHMENT.OF HD LOCK'A m b3 IS WJ 3 ge.x 3/8°F,H.S,S.M.S.,AND INCLUpe ReNFORCEMENT INSERT 5)'AS SHOAN CN SECTIONS-HDa-H4 AND HOC-HNC,,SHEET 10,LOCK MAY BE LNSTALLED AT MIOSPRN OR 12"M%1UUM BELOW OR ABOVE MIOSPAtI USE OF LOCKING RODS @ IS CCM-L FELY OPTIONAL. l RIDA BUILDING U on High Velocity urricane Zorl., (ot•• A.7/ 02011 EASTERN METAL SUPPLY.INC. 1YiR 4p ��cErJSF .�9 �""-oma /i Accordion Shutter System Ilf.lE G �No. MAM H.v.0LAbE W1 OR w/o N.V.vaNrmLv f✓' `! + TILU7 TESTING tx ENGINEERING COMPANY ®riGan Shuttar $y$f®mB _ry.N. DYucReTIaTBN D.rT + AV�NN BY: Ao. °C STA fE Or - ` Association, Inc. GLD 11 aRs I29lI 5 t1/29/tt ES19 n.W 335- S.t.3a'a.VMtttil YAR"'fNN`;.rmrA 331 EB ct�� PIR- :(706)871-1=.Ft,,(3a5;671-1531 4268 Westeocds Drive 1 oo AWING No :��c Rid?• `�`LY10 a-mowuE`haa-ea°gl.com Wes! Palm Beoch, FL 33407 11_192 TILUT ill- /VNAL ON 111 FFLLMDA Ut "187 5 SHEET P.E. /gPW AffAE/DATE a 5 OF 20 rr--OCG�:YE SCE APLE ON POURED CONCRETE POURED E CONCRETE ( (SEE 13)Ditt£ON OR CONCRETE bldOK ccncRErE.t .._--- t(( SHEET t3) � Fl+0 2a,�1+'ss. REOUR REOUIRED CONCRETE ANCHORS UAOWhE SCRExs CONCRETE ANCHORS / i $ 'SEE SO4EVULE ON �Ntj ifi 2D j rr 'SEE-?-"IQ Ll E ON SHEET 13) ✓ + � ��"{sD:cia,)rrt'ha�7}av sNCrt 7 � /".S;EET 13) NUTS m 12 O.C. ` Ea -E7--f�!,:ACHIN£SCREWS 7USING 1/r-2.3 NUTS / EC+-i G 12,Oa, '250,M.. int t3 as 5 /ry/- � @ E„Jjb"+ l:./ @ 'pax• I OPTIONAL H i"i ✓ 0' �` I I !i-�^�f �... PTtCNf+L }5 lc CAS<9L � i P t t✓•,.`cicT.L KYt Y+FLT IYiR ', ss xts LNc falser' ° ' {30R Cpm ,° Ewsn G 4 — MIN,SSIARATION 70 GLass Q'&� _ i ISTIN (SEE SCHEDULE ON Ssw I I�—jus! OL.SS k p i i MIN.SEPARATION TO GSASs � Ct G� �j"(SEE SCHEDULE ON SHEET 11) SR A OC RV WALL HEADER INSTALLATION HV WALL HEADER J 1 TA L;ATION + KEYSTONE CLASS— y , y y '' ♦ I H EE S. SDULE ON EET55 � A GAss(tt[ 1! '-' OR I (SEE SCE'HEDUL£O.N SHEET i t) L�vALa+VAg ,_ MIM,SEPARATION 70 CIASS 1 1J EMIS71tiG-„„,, u f7Q @tsdUr: 1 {SEE SCHEDULE ON SHEET 11) 11 G4ASS Ov 4tL1't9 Tia! auzsOl.a E7oSttN6 r� : C.ASS--� OPTIOtUL it �, ►iF ��� � i � 1 �� � /+ ,�, "' �; 1r+�� / ��,Wy �� {-14x•iraA'. �/t,,'/`,E - Maa. `l �13 as 1(1 �JL_J mm * i 1/2" L CR ED 13 1 ED Mu. l 7'"- P/rH4L•UaPS oTRQE sUAhCHIK£SCREWS USI I CG j t t f4'a-2o.3/s`s.s.rn w s ESCUONCRETE ANCHORS TRUSS HEAD AaCMNE SCR:t45 (SE SIfEOLE ON SEE13) !ri"-20 NUTS¢t2'4.C, {SEE SCHEDULE ON CONWJ;J4'-20 NUTS m 12'0 cPOURED CONCRETE- POURED E 13) R CONCRETE-. K OR CONCRETE MOCK W REQUIREDp HV WA ) St INSTALLATION REQUIREDIN` POURED C014REM s EEE Er i Eoul ON 0 HV WALL SILL INSTALLATION OR CONCRETE OLGCK WALL NEOUHRED ri �V WALL SILK. INSTALLATION hair S COM- FOR -PICAsny�; �:.•� INSTALLATION DETAILS WI t-S#.E fixEEi T'OR iY,-I;.At SHUTTER *E.b.+E(IGE a4SrAtitE \ / -------..— AS_-.1'Y ♦SEE UN;RAitONS OF USE FOR ��) I"I Y �LAD 2 MODNT:hG SE,^aDNS CAN BE COkg•.NEO (SEE SPECIFICATIONS ON SyE'ET t3) @LtStE(ttJi'ON SHEEP 19 2N:.47 riiY iO 5+97 AtiY IMz-`TAlwATH,^H, FLUR+QA BUILDING CODE Elan High Velocity Hurricane Zone !!!1;1�� A.'r�/���T✓ 02011 EASTON METAL SUPPLY.INC. ML C3 a . ® Accordion Shutter System _ .E!p- - �� � ■/�i. ITV. MADE#1 W/CR W/O Kv.4MMJ0W BLS :,�`"�,✓.; ` Amet9ccn Shutter �3ySIEm9 .p ifES""pt D&p RaiL C..ar*;Br: A.. t d � ' ";. T(LUT iESTSNG & ENGihEERiNG CofaPANY ASSOC1GH011 Inc 1 ag,p tt-O83 =t/29/ttrE� It S OF i tJ11 n.'e,ace3.sa,sx.acs,v:,a,.-A Wood sc,2+..k_*1141 , J24/11 _ �� (101)871-1530,r-:{as9azl-,ss, 4268 Westroads Orve a h `fi P West palm Beach. FL 334.07 1 DRAMNG Nc .c s� Ion I0, 11 WL EB A TLUT lr.P.a. 11-192 /GATE no bA u g 14,82 a SHEET C+ 20 POUREDCONCRETE ANCHORS ' Y CONCRETE �'(SEE SCHEDULE ON SHEET 13) ' 'r t `�'• EXISTING1i� REDLP.RED L�OF -;11 TON te.rmkA I —+ 4k.soA Ff -� I/ z -_�.�IF r a4•JEI.T 19 f02 1i 91 D. APPLICABLEI---(s¢ er EX (/. ISTihG f r WA /LOCATION I , I CLASS-Hex WASHERCAD - i{TEK SCReAS 0 12^D.C. e ce OFCONCRETE ANCHORS(SEE SCHEDULE ON SHEET 13) E _ / APPUCABLE EDGE IFEDGE OF— SLAB � n91 PiIGSLE CLASS _4 PLIC IF 1 /f/2. 1- �' EDGE CE /// APPLICABLE UREC "_ PAT HEAD CONCR.E'T£ANCHORS ! O Mom ' £•D• "fl. APPLlCA�-E R POURED as I, r .,_f C^.CRETE.] E'D.. ��'�E (SEE SCHEDULE DN SHEET 14) "{ ft FM TIAXCA1O POURED=�CONCRETE ( _ OUIRED / REQUIRED oa�q ! y OR +� REQUIRED — ^£•0• _—E,o• L((S E SCHEDJDEONN Sh ANCHORS I1 TRENCH INSTALLATION VALID ONLY FOR UP TD +70, -75 PSF A.S.O. �j j1 FLOQR ih1S1ALI EITION HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING'&FOR SPANS PER __.0 Hd'_CEILING INSTALLATION_._._—.____ __...__..._.---.._. __.--------. SCHEDULE Q3;SHEET 1.1 Er m5� cDNCR-r ANc>soRs 7 10 ftARs , 4 l�(� �� '(SEE SCHEDULE'DN 1/4•[1 RK 61RDIX TAPCON w/ SA+iF 111yu I { :---'-fsLe ieyyn[ T . v SHS 15) t7.Y.",CfD31RJ+^.Fk'hl Q - :6N aezT n E•OSING ; 1 CLASS ti I GLASS- iGLASS .'—�/ v,. fr51rit5 oi9N;';a�L7+i�1/A4v'taRaeaoSn w/ { I Na/Ar%. { 1 zvwra o c 4 us urL Dnxrt o 6 `a TOR w TD 61-61 SP14 A%0 D r I FDA awls LAR9:n THAN r1�7(wsx. ! ( t as is=ra t-ro au s Er 11 /2- B , D.• -t L1D:sj+•HEx E '.� ; Taw uu r' 3/8 uAx. B 't J ca ;I Il v A� R HEAD f os t t..A>,T r ^'__ TEX SCREWS j r5. �0 a# dut x3J4" Hex 0—�, I -/ I ✓ sfs 1 € / L�+b .J/4 ss„s T:IT SCREW'S a 0"D.C, F14-3/4"S.D,S, 1 ! V t +'� t OR 1/4"9-20 S 5 M.& .00NCRuE A'`CH9R5 T 6 0 4'Q.C. I ' / 4 N .SiND 1/4'e-:9 NUF5 I ' (SEE SCHEDULE ON n -� �� i "J- YI�NUT o 4 0... r -.--_. I �E�14) jl Ex6nhG NCAi 11RlC1aGUL •1 17 ca,18 k'u.my(oem_aATps ~ / i :00r CF SaU .. IF@ia.3/+-FH.S.D.S. UIY L` irY i 7 1 7J8 /// F APP"JCAS.E CON-R_-TE ANCHORS "SEE ii0'TE IS 4 S y�—/r / (} SEE KATE 1310) Q C +CRER / PO:lRED COICFETE ( E SCHEDULE CK ON SEeseT'1 POURED COPY.,RETE� ON st EEr a OR RCCRNCRETE GLOU SE:'EET 14) OR CONCRETE BLOCK REWIRED KEYSTONE MOUNTING INSTALLATION OPMNAL POURED d HV WALL FLOOR INSTALLATION CL HV WALL WALK—OVER INSTALLATION 4AlL W ASA D 4 'EMIM:+64,-74 W CONCRETE uA'64'34 S41M SUfa 8'd" REOtlI�RO Q)HV RAI GUARD INSTALLATION t hIM ({cV_FOR 0_kormATION nE crcnO4R• •£ D..EDGE DISTANCE t FE1JI OVASLE Tn1EN MFCRuED 1 SEE StsZET A FOR TYPICAL' SMU70: (SEE SPECVCATIONS ON SHEET 13) OR ENTRANCEAWAMT TO 0���D • BTM£ 1�J OtiRSHE'_Er 1G USE FOR INSTALLATION DETAILS W j �U Hof BLADE ASSE4&LY IN A'N1. VAY io tilr NsrulAnoy NtD A,,...,, FLORIDA BULDING CODE(Hon High Velocity HurrlCOne Zone, 111 ��A. �� 02011 EASTERN METAL SUPPLY,INC. „1/Tl-% BERTHA-HV�1G Tsa ENSF �, Accordion Shutter System 11 L E C o �N c: ■. ■ ■ ■ r{v.MAX 01 w/OR w/o N v wtraorr MADE -� ;i�� : American Shutter Systems D,,R ocscalanO DATE 2!"AN en M. STA.1-E�I' " 71LLkT TESTING & ENGINEERING COMPANY t�. 6 so Nw. em.91,5x sea uea4x ews 4s PLOWA sJlGa Association, Ino. t OLD 11-eas 151#S/1 ast a T/2G/T a Q• _ " T+ncne:(305 31-1530.Ear:f305)67+-ss31 4268 Westracds Drive )a DRAVANG No s-�uHl�.`.•'��� �1 a-f+cc tate-_oC-1-m West Pclm Beach, FL 33407 s 11-192 .`r Ot�AI C, ,d I EB-9a•,6719 , / ,xuTER A ffi.fT Jr.a. P.E. SSC/5G`f:ATURE/DATEsOA e4 d 44aeT 6 SHEET OF 20 SEE END WALL Q.NtS to & 18 11 WIM ON LQCR?i6 ran(1�j.HJ LOCKS�'4r cUT 5 I iI j r.EIDSTINO Gass INSTALLATIONS W/ (I HV * �LtERnA7E HV LOGN oN sneEre. . SURE SUCK DETAL W-IS NLD FOR ALL BLADE W HV CENTERbdATES «T1ORVATES AFPLCA>ON Wff)i ego © ®-®4 OR E END WALL CONNECTION t � zR a !-=ExLST;Nc class 10-& _ ------- ------- ------- --- ----_— _------- T 2•.2•.I/8.�,-2 O•®�.fl,©���� D 1/4_ 7• 6 1/2' Y I t6o63-T6 AUl0Y)ALU,,L 11 OPPOSING Ati.e u•/(2) 1/4•0 TAPCCu j 1/z ®•® SY M RYCAL AduKeRs To CDncrtEtE CET ATES. ENTERMA {'Q'/OORC4A) j1D=314•SN.S.8 12• ! C' E MIN. A1tATroN (4)51DE saAN. Q�6E I ac.Fu i LEfi r. 1 W/Hy LOC o W/ 4V LOCK or 2 T° j 1 {S"cE.:s NECUtE AlAT Fi n A CLE.( Y j 1 3 T IN oNseier ),) `. 5 I !� --------- - r --- -- -- --- -- --- --------�-- — --- 4L � a r1 r I ry 3 /� -I- OUT * C 46 HVA H ®en0eacn®� 10•a-" lmnc cta5s aQukEO coNDResE GZ - r r rCGNGE B CCK YIALL % ----.— EXISTING ) t� Oar®•O' � $ vIM r i(u IN •G�j�C6}-U . � ' _ s`+ �F ('C;:,ss ®,®�� ��� k CENTcRMATES 6 t „ k1N s�aPnttcv -—————— ————. �.ASs L(D Yc �©�l"J �•O O�.�J (.N SCkEDDLE I v ¢ (NTmCR ®•®�'1 ON SHEET II) / ldlN,SEPNEATIOA'\ To cws OPTIONAL JJjj , ON SHEET 17) rINTERIOR) /� _—_—_—.I--_—.___ -------- .— -__ _—_____._—_ JJJJjjjj I. € 1 V UT r: 1 ICQNCf�TE' _ EhCti0;35 @ __. _ "AR: 15" yt ao�` a L*Vo� OUT 6 1 J--____ a 8'.MAC.s.A:K 5 E OUT (EC HVE HVF* HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02011 FrsTEwv METAL sua7Lr,Tc.BERTHA A Accordion Shutter System 1 LL ECpiNC. a _{0: 46 ~; TILLIT TESTING F: ENGINEERING COMPANY American Shutter Systems -,,,,� eLURR+TtoN WE OWN or. Ac. STr4TE Of * sTsS na,sse.ss.,s«.:n5.vx:vri.cnce+ls.-rL:? a>•.1as Association, Inc. r QLD 1€-053 11/ ,+,.oaTe 31 294/11 q Sd Ph e:(305)67-1530.rc=:(3OS)e7t-1531 4268 WestroDds Drive x DRAWING No 9a RDR�o?•` ��11, a--R t6RrmotNxom West Polrr, Beach, EL 3340; 3 11 192 cF'•........... �� I Ee 00 67,9 , n 1� VALTER A.TICLIT,[r.PX 0.]$fn Ir FLOITIDA Lim,1 44167 5 SHEET P.E.'^ 1 V �tiyZ7r,�CE/DATE 8 OF 20 ALTERNATE N WZHV "T" -LO V "T" 8 91. $ 1 DE sEe END C INNECTION DMIIS ON SHEM 10 w 18 INSTALLATION n HV 9L.APE OUT IN ,�f_Ezsrecaus' Wf HD CENTERMATESi _�� + �osumi�,�.1RY.]ice«,D ON.SN��e. AS% L AS tPfi a 5A n.aARNe%.W a UU*tM-m-), IN91CAm ax Nis sfm,WY Ba use ACH TNID AL]ER'U 1 swgu " "5naav -mt p l ON SN CONHDEChON— &(D-0-0,0-@- -2 N&(D-0-©,0.@a-2 / T*I®a1�j5 �hY1 rw. Arx�sx/ t�m]NmT. i F� •` {c 3cnetw) {oFia+Us) 1t$11h.tJ:FYF ro lU8 i /tC.]/a'SY.i O IY .0.i]tl tF11GNT. i �:rux rAw.c te+�7 J N (4)tLv. � I N (:) LI Q NV "T" cies pra.) / ' Pnr{ttP.) oar 5 xl Q LOCK (INSIDE) ------ o I IIII A At i e !1 1/4'I Sry. & •rJ 1 2P dg _ fluT 31 oa 33 31 oa©2 31 oat' \-oSl 3�3 - =E rove a roR H)=l( 2 1/4" 0-20 x i 1/2" S.S.M.S. —� {�rhn) r VIC exa:ON sr"�,s. ®' r W/ 7/8"0 x 3/32" WINGNUT. (cenaxJ HDg—Hyp OUT SYMMETPICAI HD.GEN R) T S 98V "T" LOCK (OUTSIDE) 11 SYhiMF_TRLCAL HD"^ENT MATES —Ea _ * @ WJ fflT LOCK (EXTERIOR) xJl LOCK (INFr°RIDRI f SMM Cte:TC1.`a1. P0h:iH$IPpIatY. 702--ft A ZY7 i• f ILA14 1-1 Ve1N2� AY P o2a. As Y"wA-RD BY AY. c'IMAT Nw 'K;vCM 1 O®"''©,,'�((���%'•0t(©CN�',,,®©Ote••l©�'�.' O•m�a ECJIt 3 � � �rL'1e5 QY tDOQ.0 Cho f�6 n."�'!LICK 6V 4�6T 5 vn]]ra+nzrnreswres v+t�rssrs x:w evae Q HDD_HVDY� FLOATING STACK rrre"'� FLORIDA BUILDING CODE(Hon Higr Velocity Hurricane Zone' 11r ^ 02011 EASIER')LIETAL SUPPLY,INC- 0 NC0 BERTHA na ?�0 /775L �-o , A,S.S'.A� Accordion Shutter System _ --' KV.RAX#1 W/OR W/0 H.V.MMY BLAME �. Americas Shutter Systsm9 :v.x OCseRlPnox rale CRAWr sn AX. TILLii VESTING & ENGINEERING COMPANY Association, Inc. r OLD 11-083 11/25/1$om, 11/25/11 NA=1 54 s..-OX NRVk uq=N5,ILWLDA J31C$ PMrx;{*os)a»-lsoo,rae;{>os;en-1s�1 4268 Westroa..? s Drive a DRAWING No t, a-malt:tl,!..o8.-om West Palm Beach, FL 33407 s SONA ESI' ®- 11-192 '�y..AAnrirrrl wFLcAl.W. 1 ar.P.Z. 8 SHE 9 0 20 1,E. SEAL/SIGNATURE/DATE rc�ioa u� g u1s7 5 POURED CONCRETE OUREO CONCRETE POURED CONCRETE.SLO ETC AL ORR CO�ETE E �Cdi CONCRETE' OR CONCRETE REQUED &^OCK WAIL BLOCK Y/ALL REQUIRED � E:OCK WALL REQUIRE � eLOCR N'A.L REQUIRED RREOUIRe0 f . rEXISDNC CtA55 E705i1NG CVt55 CONCRETE ANCNO -� - MISTING GLASS f 1 2-WHIZ EXISTING CLASS 7, 7� ToGJSS i�E5?PA4OM III .EN�:RA ! 1/ S�ED1.E ae DA I .Ass EEE ! EO EC, TO alss(M t1 FOR EVLEmA�7 r bt�"T II .� GlAn(SEE S1J.E ON"SHEET 1/16'«3•MAX. .54A 1@ FOR 71 FOR iSAOE Ab (0083-i0)COvi.___`-"*� SAM(D�0 tT F QKM 11 �p� (LO ESA A'r'AQk rOR '^UTA.CLOSER _....... I BVOESQB 1/2• r SHEET FOR OTIg SIDE '�,9`� © PLATE.(LOCATE' -; BA, Qg CF 6) AT OTHER SIDE VIN � I Of®) I .._ i USE OR 2'MAI(. I 1/2•MM. - ��� QIOvt/2`S.N.s. ----- #10.11 2-S.Q.C. I I L, --- rN' (AS APPLI ABLE)a2'xT/,B`z0'-2• O ifi"O.C. / Y --�'� ALLWINUM tlP ANGLE I. V (6063-6 OY)AT NIDHEIGHT / LJ— (t)/T"0,T •stns.THORS (2)1110.TA MNSSIM.ANCHORS TO ��, WALL AT I• C.(LOCATE AT 5 1 OR Q' SEE DETAL k EOR i OR ` s�° SIDE CONN ciwn ) OR EITHER sroE FQ) �q �' }� TO TRACKS SLOE CONNECTIO:`7 '✓ 6 7 ro�8R, 7 T_D=JJL E FO d�a 6•Q7 d 8 /O•�n TO TRACdS d 6+7 a 8 d dl�d,eo'O •�d IDE CdNNECTIQN 4 w®ro©.�d 8 10•®n tOP�n�• Q•®n .®w TO TRACKS ©•O•G-0.0.6- @-0-0.0-8311: O.©'y'l'"(�©,,.r�� p�6�•O.®aaa®.0.�d ®.0.3-@40: !1,fda RS.0d0-®roC.7' B UVJ''ll'�I v.a' lJ Y7 04®®•mow®•@w0•6 END CONNECTION DEIAIL 1 END CONN ECjIM DETAILh(2) END CONNECTION DETAIL END CONNECTION DETAIL ?L RECUIRED ONLY FOR SPANS GREATER THAN 12'-0• POURED CONCRETE OR. -�E'OSTING.GLASS CONCRETE BLOCKWA1 Y-REOURED �S jTACN.-�'P/4AT1^w4 §L 1/1"S.M. -_V-_•- / 4 'aSEPARATlAY 1 F 'I@ ,,,���'''��� 17 EOr.U[E Ls'SFtr�.T TO MASS(SEE 1/ � '- '� ®OR�OR(DOR 11 FOR w=(r kno CONCRETE � 1/2•MIN. SCIEDU'.S ON 4kT..T - ------------ -------- ._--- Ch Sim IS FOR ANCHOR 6 '-•-------- _ 11 FIR 6.A'LT OR .... /OFTCRETE OVLfS Qk C'!9 12.O.C.,.�.` CN 9tF.ET IR FOR 47 ----- _ �•- ____ OR OR�OR ANCF{OFi® I i 5 g�o-s rD e ® r OR(D '` - i fit _ L 7 4 �OR S@ORQOR 2°M1R, l 2'611 N. 4 SSE NA1iTATic'ss CF use F'Onl ��� y tOR 1QRS I�QN S4EET r9 @ � SsLL®' �w SIL POURED CONCRETE OR ®n©•�7%O�ro�•�d .ra_ w'E' END INSTALLATION CONCRETE.BLOCK WAIL I •®'°�•ry-Q•�a - REOU:RED ` a®d�•�°'fl•®� ©•O' d®•CO•®a (11 HV BLADE OR t�A HV WINDOW BLADE INTO �•�aro®.�w CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL ®•4�ro@• w aa �END CONNECTION DETAILQ � fl®w�� FLORIDA BUILDING CODE-Non High Yeloci,y Ilurr(ccre Zone' I�pl/��ii"��•.•. 02011 EAMPA METAL SUPPLY,INC. BERTHA HV74 E ■ ■S A Accordion Shutter System ■ ■ xv.9-CE#a w/az w/o KV.161raaa7'41 IRAM 4 .167 7lLtii TESTING & ENGINEERING CORtPA,yY American Shutter System. n.N 6Ts0RP716N IMrc Lwzev 3Y; AL. . Ali ` a:sb n.w.fin,a.Sce.365,YaewA ,;:AS,Ferose• MM Inc. 1 OLD ti-063 t1 f29jt l GATE.. I i/2Sj1 L �,t� A�`- Paarm:(305)971-1330..Fo 0MCit-IS31 4268 Westroads-Drive 2 CRAW`.NG No �ORIDt• ,a`��`' �olx'4 '— Maes: PCIM Beach. rL 33407 3 1 "192 F \ III wN TE4 A 7RLIT U.P.E. • - S'•''•••••••-••NNG It FLORMA U4 1 44167 5 1p.E � NTyyt/DATE a SHEET 0 20 SCHEDULE 41 SCHEDULE A2 MHED�n F !tg MAXIh1UM SHUTTER SPAN -L+'.OR "L-" MAXIMUM SHUTTER SPAN* °L+' 1AAXIMUM SHUTTER SPAN*"L+' (ft.).FOR INSTALLATIONS W/ OR 'L (ft,) FOR 5R "L-" (ft) INSTA.LATIONS INSTAi1eTOM LEGEND &ENTERA�S.0 &@-a or INSTALLATIONS.W W {ETRiCAL C£h^ER CONCRETE,& t'1/ ONE H.V. LOCK Q Cr or or WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR GIVEN HO LOCK r SV NO LOCKING RODS Or ONE HV LOCK Or or l & W/ONE HV LOCKS Mh''TSCRY' P05TC.VE A.S.O.GFSICN PRESSURE R71ntiu, A-: j OR W/ NO LOCKING WALL A. 8. C. 0. E. hi, N. 0, P, Q, s.5 D Mm. G:�PRESSURE PA4 FOR A GIVEN NECATY CEs TERMAT 5 & 6Yj ONE HJ I" W/ NO LOCKING RODS® 3ODS L10UNT NG F, K 8 L R. 5, &V. LOCK VI/T`A'0 LOCKING'RODS TOP & (SEE NOTES T,fi't) NA,D FOR urtxNnNGQ (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES .1'f Ay SHEET 7) FLOOR/CF)UNG C, H. 1, 11, J T, U,YI & X WALL MDUNTINGS(TOP/60TTOM)OR FLOOR/CE11UN61 CONCRETE&WOOD INSTAILAnCNS 0 CONCREIE&WOOD MOUNTING INCTA•.LA n . 1uneAv CONCRETE &M GrVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, A.D.cr=N ASD.p6*0.w AS.p,OES+GM I!iS"MUTAT10NS WALT.MOUNTING FLODR/CEIUNC ppl=RE WALL MOUNTING Plsras DETERM94E MAXbJUM SPAN"L+°FROM SCHEDULE. NRS NOuNnNG RAtWC & R7nM: 1tL0TI1sEYJNO Y9UN1[YO GIV04 A NFCATTVE A.S.D.DESIGN PRESSURE RATING, (-,.I n.00R/CQ-O 110WING 4.AF) O.R (r CF y t+OR-) (+CR-) ?LOCR ••MDl1k'I)NO DETERMINE htNp!JUM SPAN 'L-'FROM SCHEDULE. L f IN l-CC L 1 W t--(R) L f (91 t-(R) L f (M L-(ki L V MAXIMUM SNUITER s A.ti -+"OR"L-FoR 30 CR L'_ i6'-O' 1 16'-D' la•-D' 16'-0` 30 16'-0" i6'-0' 30 16'-0' i6'-D' \STALLAnONS INTO WOODSHALL BE LIMITED TO WIN'I.I"DETERMINED A,EDSF%.E SPAN E EQUAL TO TTL€ 35 IS'-t0° 105 OR&A.S.D.DESIGN PRESSURE RATING, NNIM M DETE?M,N D S?AN 6ETVlcEN l+AND 1-°. 40 13'-10' 13'-70" 14'-r 15'-2" 40 13'-1G' 13'-10' -.A 14'-2" 1s'-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 iJ'-f' ,3'-t` 13'-a" 14"-3 45 13'-I" 73'-1' 45 13'-4' 14'-3" 't HV CORNER CENTERMATE I3 MAY BE USED A7 AU, COMBINATIONS IN 6ET4EEN WALL MOUNTINGS SO 12'-5' ,T-5' 12'-8" 13'-T 50 12'-5' 12'-5' 50 12'-3' 13'-1' ' MOUNnuc INSTALLATIONS.LOCKING SPEWFIC".1 W/FLOOR/CEIUN^u MOON NGS: 55 17-1" 72'-115555 if'-i' if'-„' SMALL HE AS INDICATED ON MANDATORY CONDITION S2 Poll A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 n'-+" 11'-a' i'-T t4.'-a" _ 60 t1'-4' 1t'-+' sD 10'-2' 10'-i,' NOTE�5,SRIkT 5. RATING: 65 9'-5' 10'-1 DETERMINE, _.....___ r,",�"�,r„� L1+-WV.SPAN FOR WALL MOUNTING INSTALLATIONS. t1.-5` 70 78-6` YO'-6'' 70. - 6'-9' 9-4' L2+-MAX.SPAN FOR FLOCR/CEILING MOUNTING 75 :0'-1' 10'-1' 10'-4' 11'-1' 75 to'-1' 10'-f' _ 75 t tEXCEPT THAT M7XWtJW SHUTTER SPAN'L+'OR INSTALLATIONS. 80 W-10' S'-10' 10'-0` 10'-9". BD 9'-TO' 9'-10' t^AND 1AAIOMUM AS.D.DESNG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A,S.D,DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9" TO'-5" H5 9''6' 9'-6" IN5FALAtIONS INTO CONCRETE OR CONCRETE BLOCK RATING: .._..,_.__ _ __.._.._... _... SKkLL BE LIMNED AS FOLLOWS; 90 9'-3" 9'-3' 9'-5' IO'-1° 40 9'-3" 9'-3' DETERMINE: 95 9'-0' 6'-9" V-2'• S'-i0' 95 9'_0_ 8'-9' 1- CONNEC.ICNS'TO KEYSTONE MOUNTING' L1_. IJAX•SPAN FOR WALL-MOUNntN INSTALLATIONS UNITED TO +64,-72 p.5,1.AND 8'-C" SPAN,SEE V_- MM.SPAN FOR FLOOR/CDLING�MOUNTING 1 CO' 8'-9' '8'-4' 9'-0' 9'-7" 100 9'-9' -8'-4' -.MOUNTING&"ON SHEET 7, tNSTALtAnOKS. 105 611. —11' 8'-9" 9'-4" 105 8'—T 7'-11'_- 110 6'-4' 7'-7' 8'-7' -9'-2" d20 6'-4" Y-7° FINAL MAXIMUM ALLOWAS.E SPAN 15 EOUAL TO THE 115 8'-2' .T-3' B'-i' 8'-i I"...- EV-7- 7-3' MINIMUM i3z7YREN"L!+',:1+",31=AND `u= 120 ...'W-0" 6'-it' e'-2' 8,-8`' 8'-17. SEPARATION. TO -G1ASS -SCHEDULE - 125 7'-10' V-6" 6'-0' W-5 (<)CO TO A'iCHOR SC'EDut.E NiTH£TlL+:. MAXIMUM ALL.OWABLE_SPAN AND NECATTVE A.S.D.DESIGN- 130 T-8' 6'-5`. T-10' 8'-1' 8'-5' MINIMUM PRESSURE RATING TO DETERMINE MAIOMUM ANCHOR 135 7'-T W-2" T-9' 7'-9" a-2' WIND ZONE SPACING.140 V-5' -11- i'-7' 7•-6" 5'-11" ASTM E-1996 SEPARATION 145 T-3' 5'-S' 7'-5' 7'-3` 5'-9" TO GLASS 150 7'-2" W-7" 7'-4' 7'-0' 150 7'-2` 5'-7" -155._- 7'-G' 5'-8` 7'-2' 6'-9" 155 ;-0" 5-5' i TH11 3 '(" 160 '-W 5'-2' 7'-1" 6'-7" 160 165 6'-10' 1'-1' 7'-0' 6'-i' _ t65 6'-10" 5'-1' 17C B'-S' 4'=11' W-11' 6'-2" 170_ 6'-9` 4'-t 7" 17$ e-V175 160 6'-8" 4'-6° 6'-6' 6'-10 160 6•-6- -4'-8" 1 H V B LA D E 765 6'-5' 4'-6' 8'-7' S'-B" IBS 6'-5' +'-6' 190 6'-0 4'-S' V-6` a'-6" 190_ _6'-4' 4'-5'. 195 6'-3" 4'-3` ' V-5" 200 6'-2' 4-2° 6`-4' S'•-3" 200 6'-2" 47-2" 205 6'-I- 4'-C 6'-3' 1 s-:" 2os 6-r 4'-, FLORIDA BOILDiNC CODE Non H(gh de(acitg• Hurricane Zone f1'+`Ijp A.T'i( -- 6'"'2011£AS1£M4 META,SUPPLY.INC BERTHA HVTM IL E C O �a�. A, .���. Accordion Shutter System .:;^sV>) + =_;_ --.• H.V.BADE#1 W/CR W/O RV.VIANDON ..ADE American Shutter Systems IEV.w OEsa:MIpN "Ic DPA"ay:M,cv.L.9. i TILUT'TESTIING & ENGINEERtNG.COMPANY Association, Inc. 1 OLD 11-C63 11/2911 CnIEi 11/21 1 t� R. :(M5)871-1530.Fe.:(3 5)B71-t53t 4.268 Nestroods Drive 2 DRAWING No 0RID...`��� t� a-nca:u:«Acca.am 3 4 S . G ,1 s4.-oas7lp West Pairn Beach, FL 3 07 3 ,tj1t` Wks+Z TUT RE 4 11-192 P.E. itZt 8�rY�#�*/DATE A A u4../441x7 g SHEET OF 20 la.[ N 0 < m 0 > ZZ zo I cr.w C_ Z r- 5 r 2: 7 fu 4w u Ld >Z F H I 0 ML -1:2 gn m.jv n n-1 a- -- ------- ------ -- to l�mwggmmmmmmmm .......... ...... ................I—ol.v1h 41mm m RIM Ir fit It M11111/111 � R 4m -T 0 -::IL'd 21'k'j., !Z3 Aid.; -------- --- iT_ . ...... It . . . .lilt T- T 1.1 I I Till, I 1111 i 1111 111 iyl'11 11}11 h3sV', tTt I I I 11t. I I fit sky ............. V V V V V t, .......... 1. :T2 4n .,.n 1;fi;lt -k,901v-,! 9 --. .... . ZM, M...I'a...........j'I, 1 11 . 0 ' ---------- t----------------- - --------------------- ---- -: -------- C�o .. ....... CL 92 IN �IrCI Nry nNN In Nn 5t it TM7 RE ------ 7 T T, 711 iI 11;1111 . j VM_ V- Rjx 1111 mPm o ID 060 O T9 00 �LZ ; I;tI W - iVVVVVvVU ..VV _Vgk t# F. . .. I It Ii. p It 1 . a3 Lm II m Vf V V V VV V st V V V V • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD D�TCN NFGAMS PRfSST1RC BATI�i'*'AMD A(�RRE�04tDRJ^Amt►413 TIFE FOR CM-'-^g E OR CGNMU LOCK Ih 1:1_MS (SEE MCUNONCS E.G,&H ON SHEETS 0&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS rMLOPS! PetRED CLOCK POURED OmeAm (A) TO EXSTINO POURED CONCRETE:(Nin.Fe-3 kat) Wm a WALL SILL N40UNTING ©CEIUNG MOUNTING l^,A FLO(ki MOUNTING - 1./4'0 TAPCON OR TAPCON WITH ADVANCED THRWFCA l TECHNOLOGY ANCHORS.AS IJA"JFACTURED.SY 1,T.W.SMEt.(Mln.,f'a-3 km SPAN AW.HORS SPACING a'1�FM0 - t/4'a.3/4'ALL POINTS SOUG-SET ANCHORS,AS C48TRIBUTED BY ALL POINTS SCREW,BOLT 4 SPECEALTY CWPANY,(M'n.Ve=3 k°i) {tl} 0.'SGI AMAW-P.°l. AAn16 r � DeMN ICWPA' -s:.�917z r ^.OESstN tduriH ee;55:u6 R4rcu - 1/4'0 BLUE 7P.?CONCRETE ANCHORS W/C0.°A5 MA+x".iFfCNRED 3Y FLORIDA FASTENERS DIRECT.INC.(elYl,t'e+2 kal} 30 40 eo 75 9G)I2O 180 205 30,40 6D i 75 BO T20 140 205 30 40'W 1 751901170116-D 205 APCON OR - 1/4`0 WP,-R+ANCHORS AS MANUFACTURED BY T`OW--lZ FASTENERS,INC„AND DISTRIBUTED BY ALL PONTES SCREW,BOLT G•SPECIALTY :4 12 t0 9 d 1 0 1 d 59 to t1 ltl;a 7 5 4 6 4 fe,s2 1! 9 a t 5 6 8 AA-ON WIR AMIANCED COMPANY OR ANY OTHER APPROVED LICENSED OR RiTHOR!ZEG,vENOOR REGISTERED WITH T.1E AMERICAN SHUTTER SYSTEMS ASSOCt%T;ON,&,C, THREADFORM TEGnNOt44Y (1,6m.rc-J kc1) to t2 110 9 B 67 E e N :Z 10 9 �8 B 4 9 H 12'10 9 e l s 6 6 ALL POINTS SOJO-SEA DR L£SS 1+ 12 10 G 1 8 E 6 d 14 12 10 9 B 6 E a 14 12 t0 B E '3_ 6 5 BLUE TA?Nf CAP NOTES: t4 12 t0 c TCB B E 7 14 12 10 9 9 4 a 9 IS 72 19 a B e a 6 A1)MINILIUM EMBEMIENT INTO POUP[E0 CONCRETE OF TAP=OR TAPCON MITI,ADVANCED THREADFORM TECHNOLOGY ANCHORS�MHD TAPPEAI- 14 12 110 9 A 7 S,E JL5 14 12 tos8 a 8 A 14 t2 I9 9 8 A 6 S TAPPER' ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CA ANCHORS IS 1 1/2', 4:-0• t4 12 10 9 8 B E 4 14 12 10 9 E 4 6 4 t4 12 IO 9 6 8 1 0 0.5 14 12 10 6 E 8 16 . 14 12 ID 9 4 14 112 10 9 B 8 1 4 15 A.2)MINIMUM EMBEDMENT OF 1/a'd v 3/4`ALL POINTS SCUD-Sat ANCHORS SHALL BE 7/R•INTO THE POURED CONCRETE.NO EMBEDMENT 1a !2 is 8 6 e d a.5 s4 12 t0 9 E 'i- 14)12 t0 9 0 0 1 4 4,S INTO Sr=SHALL BE.PERMITTED. 1/4'0-20 S.S,MACHIKE SCREW USED SNAIL 6'E 1 1/2'LONG MlMILN SHOULD STUCCO E)OST,AND 14 12 10 9 7.5 15.5 3,5 - 14 12 t0 9 1 E 1 8 1 6 5 1- 12 10 9 !0 7 15 4 °LS9 Lv Z`knOn3 OF INE 100. I'WNW`1d FOR WALLS RT'H NO STUCCO, tt 12 10 9 e l E I 0 6 14 t2 10 9 1 E 8 1 E 5,5 14 12 10 9 6 0 1 4 AS �' 0%SYS IQ STONE �fy� 14 12 70 3 €0 1 7 1 4 - 14 12 10 9 E 6.5 5 13,5 i4 I2 10 E 4S 5 33 3 A.3 IN CASE THAT PRECAST TIO.- PRECAST CONCRETE T'PANELS,PAVERS OR ANY VENEER BE FOUND 0.4 TIRE E%iBR40 YlAll DR FLOOR, :a 12 1 t0 B 14 74 4.5 - 14 112 101 S 1 6 1 8 1 6 .Q 14 1 12 10 9 8 6 a3 3,75 ANCHORS"SHALL.BE LONu ENOUGH TO REACH TIRE MAIN STRUCiUR-.BEHIND SAID WALL FINISHES,ANCHORACE SHALL BE AS-NDICATEO ON 1--44 7,5{65,1.5 •- - 1+ 11 10 9 E 7,5 .5 4 ?4 112 10 9 B 0 4,5 3,5. NOTES AL1)Fi AL2)ABOVE,FOR INSTALLATIONS-ON VINYL.SIC11N17 G3 DF5 WITH OR WITHGIR METAL STUDS-CONSULT ih7S ENNEER.FOR 14 8 B 8 a 14 12 10 9 s 8 6 5 14 12 10 2 9 8.5 1T INSTALtAIVN INTO OFS WITH MET&STUDS SEE SHEET M. 6-D' 14 12 10 9 7.5 5.5 3 - 14 12 10 8.5 7 5.5 4 3 14 12 0 a5 5.5 4 3 14 12 110 0 8 4 - - 14 12 10 9 8 " 5 3.75 14 12 110 8.5 8 5 a - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-130) 14 12 0 4.5 SS 14 12 l0 9 0 6.5 4.9 15 14 12 s0 8 7 5 3J ] -1/4'0 TAF'CON OR TAPCON WITH ADVANCED THREADFCRM TECHNCIDGY ANCHORS,AS MAtYLFFADTURFA BY i.T.Yl.t3U1LDE%, 7'_0" t4 f2 10 9 8 d - - to 12 IO 9 ➢ 7 5 a fa 12 110 0 7,5 SLS 4 3 -1/4.0 1 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALI POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 110 d 8S 4 - s4 12 B 7,5 6 4.4 3,5 - 14 10,5 1 5S 4,5,35 - - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRr7CT,INC. it 12 I s0 9.5 I J 4 - 14 72 10 19 7.5 ti E7 9 7 7.5 4.5 - - 1/4'0 TAPER+ANCHORS AS M3eNUFACIURED BY PDdta'RS FASTENERS,INC,AND OISTRBt1TE6 BY ALL POINTS SCREW,84LT$SPECIALTY 14 ii 1 9:5 45 - - - R4 12 i0!9 7.9 S: 4 - '4 12 7 4 .+v ] - .COMPANY OR AN OTHER APPROVED LICENSED OR AUT'HOR12ED VENDOR REGISTERED WMII THE AMERICAN 1-41MER SYSTEMS ASS=AITION,INC. t3 10 9 1 a 65 - - 14 12 10 'u ;8 4 4 - 14 12 t0 0 8.5 3 3.5 - NOSES: 4 t2 8b 7 55!3 - t4 t2 a 6-5155 4 1 3 1- 125,9.5 6 S 4 31- - 84)MINIMUM EVBEZUE147 INTO CONCRETE,MOCK OF TA?CCN•BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TA-CON 1a 12 19.5 7.5 8 - - - 14 12 19.51 8 I 6S 5 1- I- 14 i 12 8 6 86 4:I- - WITH ADVANCED THRERDFORM TECHNOLOGY ANCHORS 15 1 13 9A Id9 5 3.5 - 14 12 ftl- ll 51- - 14 t2' .5 514 9•_0 • 1a 12 10 s s - - - 14_T_ 4 12 4.5 - - t 6.55.5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'5 K 3/4'All,POINTS SOUO-SET ANCHORS SHALL BE ENRT�i-.Y EMf=0 INTO THE CONCRETE BLOCK,NO u ft5 734 - - - 14. n 5:5 - - tt B .5 3.3 - - EMBEDMENT INTO STUCCO SMALL BE PEFe2RTE0.7/4'4-20 S.S.MACHINS SCREW USED•SHALL BE 1 I/2'LONG MIN9AUM'SHOULD'STUCCO !4 12 d G:5 4.3 - - - 14 12 4 - - 14 10.5!'7 5.5 6 a,5 - - EAIST,AND'i'MINIMUM FOR WALLS WITH NO"STUCCO. 8.] 5.5 < - t4 I2 4.5 - - 14 117 5A +5 3.5 79 - - - 14 12 3 - - '.i+ i4 9 eS - - 6:3)IN.CJSE;7tAT PREGLST STONE,RRECriTCONCR:'PE PA40.8,PAVERS OR ANY\'EN IBE.FOUND ON RIE EOSTLNC VIAL'.G FLOOR, 74 103 7 7 3A -1- 17 9,5 t0 73 5 4 1.3 ANCHORS SMALL BE LONG ENOUGH TO REACH 1N4 Mo.,STRUC.'Pr BEsTND SND 1VALL FNISHS.ANCHORAGE SH X-1 BE AS 9:O:CATED ON 55 to is.54 I-I- 125 9S 6 5 f• 1 a NOTES 8.1)&8.2)A,OVE,FCIt INSTALLATIONS O'i NhNYL SING OR EFS Y1TH OR 55TTHOUT LtLTAL STUDS CONSULT THIS ENGINEER. 10.3All's, d _ _ ?4 112 0 63 t5r 1 4 -i- t3 IG las-I 5 1+ _ _ FOR WSTALLa.'a.:;st:TO'OT5 NiTr{METAL STULS SS SHEET 20, 2. 12 t0 - - - - 2 12 4 7 d 743 1- - 34 0:51 7 55-44-54- 5;3a_- - 1 ANCHORS SHALL'8E 4k5TALLD FCLLDWING ALL OF T11E RECGMMENGA O!tS rV1D SPEfiF ARO:`S OF TiHE"ANCHOR'S MA,NOFACTUR,FRR, 32.5 S.5 t 9 - - - ii v 6 4,5 4 )3 - - 9!7 45 3,5 3 1- - - (I'1 t4 10 1 7- - - - T4 10.5 7 5.5 4,5 - 11.9 ALES SS N 3571',- - _ (0) SEE SC1tF_OULE SELOW FOR EXE'DSTANOE(EO.)VERSUS SPACING REUTIO`SHiP FOR ANCHORS. 9,5 7 4.5 - 14 ',1517.5 8 5 - 12 a 41-5 R+ 12 M - - - - - is 12 8 6.5 5.5 - - 13 t0 0.S 9 4 - - - EQStE:D1tYANSE IIFR_ SUS Cp6�!, �OHEDULE FOR ANCH09e• It E 5.5 4 15 - - - 8 6 a 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VA-I'D FOR EOCE DISTANCES LNDITATEO BELOW.FOR E D.LESS THAN THE mCcATEO,REDUCE ANCHOR SP=40 I- - 1]!9A 6.1 5 s I- - is 8 5 4 I- DY MULTIPLYING SPAC14C SHOWN ON SCHEDULE Or THE FOLLOWING FnTORS. 714 , 1- 1{ iD,S 7 15.5 4.5 t-i- - is 8.5 3,5 4,5 35.- - - R[DUOEO SPA O CRTAMFU USING FACTOR SIIALL NGT P,:'LESS MAN KNINt3M$pACIHG Ai,kCATEp FaR FA:H A.\Y]IOR 7YFE- - - - I 1a 11,5 7.51 6 5 � � _ 12 9 6 45 4 - - FACTOR - _ _ _ 10 75 3 4 `3I-;= :,S -3Z 4 3 (�_ AD114M1LTAPCON WIi}i ADYAN TAPPER+ - - - a s.5 4 -)- - G:5 €5 4 1- - EDGE TAPCON ALL POINT SOUR SET BLUE TAP WJ CAP 4.51 5 -t- - - O.5 7,5 s - - 0 DICTANCE THREALffORM TEC#ThOLOGY MLN.SPACING 1L' to 12 1-1- - _ _ _ 1e 10.5 7 5,5 - -I- _ 11 5.5 4.5E E.D. M)N.SPACING-3" NN.SPA.0^.NC-3' NLN.SPACING-3 1/2' s.11N,SPACING.]A 3 3/4' 4' �• 10 17.51_ _ _ !_ _ _ 9 7+.5 .t5 - -T-7 7 !5 I-5 3 - (` - - B POURED CO!±C.4z'TE& FOSS R ml-w�clm By« POURt�CONCR:`TE h POURED ONCfir.E& E .��,. Cot, M P1DCR C0.'+CRETS B CONCRETE BLOCK 1Ia 6 - -I- - - - It i 6 3 I•-5-(- - -�- 8 6.51 a;5 - -1- a wx Ea"RAZ`VN,M-2)/2' C MN EtLe31�'"Wi E0.�2 I�' 7,51- - _I- - - - )2'9 e - - - - - 0.5',7 4.5 - - 13.5-I 0 6.5 - - - - - 10.5 5 - -R- - - SLAI Vy0 Kli`1G 0.90 _ AS a,E a - >~ - -'a.5 5 3 _ _ _ _ _ 2 /2. _-...__ ._._ _... 0.81 ------- i s .t. ...-^ f.D 0.78 1A" IK. a 5 - 1 - - s,5 a 14 I- -I- - - IN UNISON ♦ 2- _ --0,71- - - 7 - - I._1.• - I' - 11,5 a.5 0.5 - _ 1- - 9 " 4.9 -I_ - _ _ - 34 195 9 - -I _ _ 5D 17.5 5 - - - - 1 3/4- 121 E e 1+ -1- 1 1/2' 0.35 - - - 0.35 eA f1ORIDA BUILDING COD;(Non Hlgh oci- urdcane Ione 11' ®2011 EASTERN METAL.SUPPLY,INC. !'�e���■�■ I�IERTHA 11@ TT! t L E ® �N Accordion Shutter System KV.MADE#1 w/OR W/O KV.NIJNJD,l RADE American Strutter Systems EV.N OESCR ON OA G WY sm A0. ,�gAy�'r . TILLIT TESTING & ENGINEERING COMPANY` ABSOC(IItl'OT11 Inc. t OLD 11-063 91/24/11 GATE 1SJ29j11 Sl 11L V Nl 655 ti.: C SL 5:e 3 ACF SNS.11b.W-.h 1FC8 z lakv 7 t '� Pn:Rs (305)371-1530 Ta (05 71-1531 4208 Westrcads Drive 2 "RANTING No +c� ...9Rf ti11i14 .--at cxe;st«� Wast Palm leech, FL 33407 1 3 I�....... 11-192 sSIONAIF 11111 7ERa A TiIJT Jr.P.E. + RE DATE FLOA Ek.If 44167 SH 3 OF 20 IL d U3 H PQ Ld Er to *I. GP c 0 6 Na E w N0 0 -01- > 0"'0. D.A 1-14 .... .I I v 1 1 1 y r I I I'll 1I I^1 11 7 1 1 1 n 1 1 I 1 I { 1 1 1We A.0 it --- -------- &IJ 6, .............. ... ... $1 1 ----------------- H-+ Al aaaaa .......... ---- ---------- Ifi--- - - -- S% ------f-1-------------- - ---------- ------------ rl OMI- I I. H.1k -1-1, 1 , 14 1 fit I + -1. . .1-1, ........ 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G-0.36 YATIVJN WALL.MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M, N. 0&R FLOOR MOUNTINGS M, N. 0& R FLOOR MOUNTINGS WALL M,CUNTINGS e.a.WALL MOUNTINGS B.O.WALL MOUNTINGS 8.0.WALL MOUNTINGS W& 1( P & 0 5&v 5&v S&v til.m mlP%(A Lm mn tacm 5mr mc Rnm tJY Ita;al mot O'rp-nmaKm 9 AIA tao,K:;E Fam-DX im 15 MOW WE Rmq mcM 31¢3U 973E nm�E X=X,km meed Raw.mm(Pr In MID,ri'Sar.Pew..,:7C, (011 la MA Kunz"But mm 30 40 1 60175 SO 105 10 40 C0175 ISO 1105 3G 40 60 7590 05 30 40I 60 75 90o5-v 40 60 75 90 05 30 40 60 75.190 05 30 40(,60 75 SO 05 30 40 60 75 SO 06 30 40 60 75 90 05 30 40 60 75 1SO 1705 Cfi.LES_72 10 10 9 18 a 6 6 C16 1 6 6 12 IC 1019 8 8-.-6 6 6 6 6 6 12 10 i t0 9 d 18 6 6 5 6 6 6 .6 5 4 14 4 3 12 E2 12 12 t2 12'12 t2 12 12 12 12 12 72 112 1Z 712 t2 12 10 10 9 B 8 6 6 BAB 8 6 12 IO 10 9 8 8 6 6 6 e '6 6 12 10 10 9 8 8 6 B 6 G 6 6 0 5 4 4 4 3 12 12 12 12 12 12 12 12 12 t2 12 12 12 1g2l'l 2 12. 12 t2 . 12 t0 10 9 6 8 6 6 $ 6 6 55 12 1C 10 9 8 8 8 $ G 6 $ S 12 ;0 10 4 8 7 5 8 6 0 8 S 6 5 4 s 4 3 f2 12 f? 11 12 72 12 12 12 12 12 12 12 1 ] 12 12 -0 6'-0' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 0 8 B 8 6 8 S 5 44.5 12 10 10 9 fi 3.5 6 6 8 6 5 S 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12112 12 12 12 12 12 12 10 8.5 7--0' l2.10 10 9 6.5 4 6 6 615,5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10110 7 3.5 - 6 6 6 5 4 3S 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10.'12 12 I12 0.58.5 75 8•-0' 12 10 10 7.5 4.S 3 $ 6 615 4 3.5 12 10 10 G 3.5 - 6 6 5 .5 3,5 3 12 10 10 4 - 6" 6 5 44 35 3 6 5 4 - 12 12 I2 IZ 12 12 12 12 12 12 11 9.5 12 12. 1S 9 7.5 6,5 9'-0• 12 SO 10 S 3.5 - 6 6 55.,5 3.9 3 12 1Q 9 4-- - .6 6 ; 4 3 3 12 f0 4 3 - 6 6 4.5 4 J 3 8 5 3.S- - - f2'I12 12 12 12 110.`12 72 12 1 9.5 8.5 12 12 10 8 6.5 5.5 10'-O' 12 10 7.5 4 - 6 6 S 4 3 l2 10 6 3 - 6 6 s 135 3 - 12 110; 3 - 66 4 3.5 3 6 5 - 12 112 12 12 1 US 9,5 12 12 12 10.58.5 7,5 t2 12 9 7 6 5 )-.. 6 I6 4.5- - - 12.10 45- - - Y S 1.5- - - t2+10 - - - - 6 5.5 4 - - - 6 5 - - - - 12 112 12.12 10 a3 12 12 72,45 8 2 1 8 U 5.5 4. 12'-0' 02 111 14.5 - P- 6 6 4 - - - IZ 7C 3.5- 6 5 1.5- - 121'.0 fi- S 1341'-: 0 5 - 12 112 12 1. 9.5 8 72 12 tt 8.5 7 8 12 1S 7.5 6 5 4 72 10 - - - 6 8 - - - - 1-4 to - 8 SS - - 12 17.5 - - - - 6 4.5 6 4,5 - 12 12 72 t0. BS 7.5 72 12 IC 6 6.5 5.5 1210.517 S.S 4S 4 1412 - - i.5 4S - - - 12 7 I - - - - -.5 4.5 - - - - 8 3 _ - 12 H2 t2 9.5 8 6 72 12 S.5�S 6 4S 12 9.5 6.5 5 4 3 15'-O' - - - - 0 - - - - 1? - - - - @ - - - 5 - 6 - - 1212 X71 1f 9 7.$ 5 12 IZ fiS 7 8 4 12 9 8 5 4 t8=1Y - - - 6 - 5.. - - - - - - - 12 72'.0. 8.5 6S 4,12`12 8 16,5 5 3 IL H,S 5.5 4,5 SS- HV BLADE OR (1) HV BLADE W,, f4 HV WINDOW BLADE WORKING IN UNISON* •SS IN,QAI14N5 Y 4'fC Fon 11uA VoN 9 ut 1e + NQS ON hVCHC'RS RECUIREk7FNTS: tSru,BD SUBSTRATES. .. 1.A'tCHORS TO WALL FLOOR CR SOUO WOOD SOFRT S'ALL 2c AS FOLLOWS: 3.SU95MTE SO-IL CQN<5i OF TLE FOLLOVO4: -SOUMERN PaM No.2 W/0-055 - 1/1'C TAPCOJI PXCHORS,AS MANWFACTUREO BY I.T.W.61AL0E2 W/M:NIYUN EN3EO1JVir AS INIX^_,TLTJ Al -OOUCLAS FP W/C-0.30(ND.S)' EACH SECTION ON SHEETS 16&17. -S RULE PINE OR NORTH W/0-0:43(NA.S3 E1:CEaTON:EEE NOTE 2 BELOW. -SPRUCE P11E OR SOUTH W/C.0,34(N.O.S.) 2.ANC-ORS TO NDuoW CL•€i3N0 SHALL BE A5 PER u0UN1040 ME U.$r,EET 17 An*J St7nLl CONS•:,T OF -MIN.1/2•COX P"=(19$6 MA) . D 5--PCWS AS PER NOS 2W5 Sv£cl?ICAnONS. 4.ANCt1ORS SHALL BE INSTA::LSO F04VV7NG ALL OF THE RECO.YARNMTVS AIC S'PECXCARMS OF TH'E ANCROR'S UMMEFACTURER� FLORIDA BUILDING CODE-(Non HIgt, Velocity Hurricane Zone- 1TT7�nrH/Aii 0 2011 EWFAN METAL SE:!PPLY,WE. 1j11TI V'`�,C1 a. ri<<i BERTHA HVTm $ Accordion Shutter System . v ■ @ KY.DgE#1 W/O2 Vl/O N v.%%jl, 1 a kT- " hr0 Ama4can Shutter Systems Xv.Ne DN-1a n0N DUD I OPAWN BY: A.O. 71LLii TESTING & ENGINEERING COMPANY Association, Inc. 1 ,OEC 11-063 11/24,11'CAM 11/29/11 f ` 9.715 N.9,29^JA.SL,$I...mk,Y^,-WMA 6.FL.I h0R7M 3]teb IA�!)F Ancna:(105}977-1530,F-:(305)671-1531 4268 Wastroods Drive z i DRAWING No _•�cr1�,� a� UsaOaetccro West Polm Becch. FL 3.3401 ± /1 11-192 /r Cy�IUP;'• W'ALTEP,A TR!1T Jr.F.E SHE-T FIS' -�•, O)loATE FLORIDA Ur- sAta7 a 15 OF 2D ' ••.irrrAArrl INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & HV♦ .BLADES ASAPPLICABLE SHUTTER s /-WALL FdNeSN I ,/+ TAT CCN oR PAN L+ OR L— -FOR INSTAL C110 PLAIMITED JO 10 ASA ESI PRESSURE RATIN A. : DESIGN PRESSURE Q 15 L 0 T QWITH ADVANCED Q£ $E A 0 G ! UNISON TA-MN THREAOFOw. TECHNOLOGY }` d"n CON W/1 •/2'MI,PENETRATMON �i .1!A2.1iApY.ITH ADQRVANCED THRE:A-FORM TECHNOLOGY -. OF tut=.=.+ai'25 AM TO yr!4 1t2 M'n.P?:,`"1ii p;16N OF Tnr�ExCc'D AREA t0 E7p5irNG 1 Pn5F1TY T7aOG nEADER. '� (SEEt M;rL uPrsi4�17r 1 WQOO nFAtR_ sca1LE ON sn_ET 1 s) 1 OR (SEE StLtEO aE C:1 SHEET i5) t ro MASS(r9MACKRE 1 LI tS t sc�Eiy %tlis-ra t a s 12, 2 Q.C. t CN I to T[aa 1 } a E%STt4G t won oA CM `t I � �! " _a s° Gess•—t FINISH 1 I t � •� Vihi I4 't tr t E 05Ti,No iaN,r-4 WOCD t nY 5H hEAOER•RECUIREC t GR�j ly♦ _.£X15T+YG w.s. �E t '✓ 1 —2'.4'W00a ii �. EX'ST3NO i IAp ;, ;t HCW-e REQUIRED 11� 1 1 j a TAPCON OR TAPCON WITH ADVANCE!) ' t t t t t �MnPEGtA5S FORM OGOF £AO . NELTINTHREADEOLOGY D kVA TO ET++`1='T ��. M4V.SMARAPON TO GLASS I E%15QNG WODG HEWER. t t1 raR ar'6) r 8%tSRNO (5Es SCHEDuL Ori vwwnr it j LL av�,6 FTR 1 G'�tgs--t ) I � � ' } (� \(sem 5:t1EQdi£Qx SKEET T6j " T`_ 4 PLATE REBID, r' HV WAt Pii ADE ( STALL�TO_ti ON WAIL HEADER INSTALLATION 1 d NY MALI. Sll,l. INSTALLeT�oN �I "%f5"NG , --7h-- F -,._- MIN.SLpARATaV TO GLASS 1 1 „T, id11-SFPRR0.TiQH TO GLk55 2xA MIN.SEPARAUON TO CL455 � —�1� E7nw m._.fi 9Ctt�IH7LE f2Y SnEET 11) ...� * t E%tSTi'tG t (S€c sGHSOUIE-ON'-S7i'.k'.T 11) 2,4;GGN7 f(S SCF{=GL'w CY Stir--T 11 f i GLASS-»; r y5 MACIINE,OSCI�S. I r WAIL ,I; _ I .-»f j US, 20A-7A NGTS . i,t7 /C4-2O NUTS'G 12'- O 2 .C. FiNSn ih iI J �`�., O.. I I 1 t ( t �/�•,. �tt4` �:� !t :� I � .j oRt ir,,,.y- �,`� {11 � ,:;; "`� t x118 O rSi! 'A � t 2.4•CONT II`� 1 Woaa PLATE t �� ��i}y, z 1T (tI r-'� 4 t'z+.M. �i t { � r--^•-"T'urn. 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INC. 1 OlO 11-063 ISIN/tt Q4>E•1 II/2S/II c4— Pnene:tTQs3srr_1sJn,F..:(335)s71-sal 4268 Westraads 4riue 2 '-• O� .!`tDR10P: �LLTT0F�y=6712"m West Palm Beach, FL 33407 s QR(A('J(fNG•gN1a� �1r 11 WALTER A RLLIT J'.P,E. 4 1 1—I.72 P.,� n t JRE/DOTE FLQRax t�.d 4 167 5 SHt 6 6T 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & Lk HV*_ BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY WALL FINISH SMALLI TO D IG -SSU RATING, SEES E 19 FOR X SPAN_& DESIGN LOAD FOR INSTALLATION WITH BLADE-1� & WORKING IN UNISO•�. 1' f 7 f<'@ TAP".%'N OR r 1 4'x8 um ) ti 2`t!iN.—•� TAPCOtt RIA ADVANCED ( J EEC111R^ t W/1 1/2" TECHNOLOGY STRUCTURAL RAL ADEQUACY. / I EDOr(IF AAPUCAeu) W/1 1JI Nn FENETRAlX1N 14"R-20.3 4"S.S. OF'ClO TINC MEDt,EE - j I ' OF THREADED AREA TO / / CF'EX15.cvC NvOC aEA*b / _ i EXISTING WOOD HEA'YcR. 1' PHiLUPS TRUSS NEM TO Be CERnIREO BY V"� SEE 5.71EWCE aV SHEET 19 n. 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N W tn• D4 fj ?} fiND M[M 20NE . :?AUW S'S'ARATiCN TT o 4TA'S ELEVATION f^UPAtAV.)f TO CLAMT rnau i^ iSaAu GIASS 'rex Ey7A.E 9ff:'7 ti FCC&AAX(D i 5.23' _-_- l-._ f10,.,•••.•-':•••-.,,,, MCIi1tS SON UY FCR 3A:Asae�A7 2YUW�.,nCAS,f.F.NTERVATES�.31?�'+ , 2l {L wlfxza;a"�Avp���� �.�,�r-...•,SSSS---.-......_.,._.,.� A ce4f! � �' W/D fSE HD E c ARa't7 PLAN TYPICAL C1+ HV BLADE SNORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* tv.S.S. FLORIDA SU1LDlI CODE(Non k h Veiocity Hurricane Zone; BERTH,f1FLrrRJA"j� •.��� 0201( EA5TEFLY METTL SUP?LY.IrvC. 1 t�F 1 E ® Accordion Shutter System y �" . . .A. KV. W W/4R V4%4 M.V.W=P RXE .Yy Off: M7 `'. American Shutter Systems Cw.xe DCSCAIPTIV DATE ORAWN DYE AD. / TitWF TESTING & ENGINEERING COA9PANY A6ffiQ07� Oe r 6155 N,m,sot"1t..Su,DtlS,4Yx�;A DbACErsi FWACA On ! IhC. F ow 11-053 71/x9 f 1 DATE I i J29/T L PNcxe z(3O5)871-1Q0,Pa.:(_gas?nra-rs:s1 42E8 Nestroo;5 p 4`1` c»mp:Unmaoaa.cam V'eSt POtm Beach, FL 33447 6FW ANC, No ®-£on67to 11-192 F 1tii WATER A rlwT Sr.P.E a i 1— ry�y i.7 L Is� Q#jfi13�,JR� DATE F�:RIoA uo / 0+•saT S SHEET 9 OF 20 614 11I s0�RT" :a N;� a:: INSTAL TIONS W/ n HV BLADE & HV CENTERMATES Q t2.OW'MO, SCn.0-90 GAN.STEEi .2"Max. PETAL , AT,a•D.C. w 43b INTO METAL STUD WALLS * �� 0 6'D.C,r@ 41 °09' ! <�s * 3c 1100 NOMINAL -', I ALUMINUM SLEEVE J Iljj_ p p ;--T' 6063-TS ALLOY OY Ll 3/44 a T/aS G.c35'trt<Flr 43e 7� = 1 s SYSTEM INSTALLATION TO METAL MID WALLS CQnT.C 0-SIK TRACK CPAvnR, ®8- O 5'O.C.r � 3.000' pS�y.�-t33 CiUJE m x:r.a-w �� SEPARATION TO GLASS SCHEDULE N Ot�1'.tWlZED FAMNE0 TO sTwS r L�_uar. w (z a.TJa'TEK SCREvrs Ow _MSTING FuSH 3I. MAX. A.S.D, DESIGN PRESSURE RATING: +75, - 75 (ps.) - m &EMMOR rA;t AS APPUCASLE 1''l;! 2_1 2. MAX. SHUTTER SPAN: 8d" MINIMUM 7 WINO ZONE SEPARATION -C ase LErxTH �- ` ASTM E�799fi + T' { EXISTING MIX SEPARATION � 3. ALLOWED MOUNTING; MS 0.14 THIS SHEET. TO GLASS G:.R'SS----+ (SEE SCHMU43 SLE) I _ /A"0-20X3" BOLT w T THict: 3 (• "^ 4. ONLY ENTER �2i w/�24 HV LOCK ARE ALLOWED MUST PENETRAi� 43c T' m WITFI.21 rIRRANGED A,$YF;fhtETRICAL LAYOUT. �I i n USE Or .(2) 35 (6' LONG, MINIMUM) MUST'ALWAYS BE d 4° T 3/e.a 1/4'r Qas•TKU W. EKISTINO FITASH �j 1 INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF �.J't'373.7 O:O• CQYT,G+fLY.SiPr'1 TPACI(CNAYhEL.' AS-APPLICABLE CENTERMATt-. �! I c �YANiED FA�smri°o ST66 JOS W/(2)it'-112'WA SMONS 0n 43c 430 ,�, "!t L— "�'? LYIER:CR&fxtF»roR FACE O a L D 6'O.C. y t�4"C.-20 THREADS a o .' ** BADE SLACK DETAIL.FNF IS ALSO VALID FOR j 4"0 ELCO MISISTRUCTION 1/2' \ rti CENTERhiATE21 APPLICATION WITH BLADEtD PRODUCTS FAB-LOK HD Uin. TM A 0.035 T}EK a ` 0 6"D.C. COMPONENTS W,ASTM DALY. 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I ( '.,INTERIOR ACCESS SIDE" 1 j. 1 -----`6,( ——_- --- -- ---------------------- - IN -- -----3 6p---- uIN— ------- ----- --- 4 ----------- x_r----- -- ---- ----- $ , ) ---- -------------- -- -_ 24 - _—_ 21 \ 21 L �» LO ED AT HJ HU•➢,•3iJ51LL ENDS -�. .. __ - -- � VIEW Y ® 12 1 3 t6"rt n•) Z4 SIDE CONNECTION TO TRACK (Coat.) - 3 1/t•(ba3�a 1/2' 1/2'MAX.sack *# _VB BLADE SLACK...DETAIL HVE BVCL FLORIDA BUILD NG CODE(Hon High Velocity Hurricane Zone' 1rj/7ApJIAisii��y� Q 20 11 CISTERN(ICTAL SJ�Pr'LLY,]14C. H Y TM, ��.. y 7TIL 1 E C® �N� ® ® w Accordion Shutter S stem €�D.44167 KV.BLADE#1 w/OR vz/a KV.tiwNDow eLat / TILER TESTING h ENOINEERING COMPANY American Shutter Systems Ly.K OESCHL M DATE DRAWN 0T: AX saw lvw: WMNS,rMRO�13.ta Association, Inc. 1 a10 11-033 li/iS/!t Dti i tt/eH iT - �1 F§naae:{:AS)871-753D.i'<.:(305)871-:531 4268 Wastrecds Drive 2 DRAW114G No = �1� •fiLOR4OP��^��0', MTEEB CO West Palm Eeoch, FL 33407 : I 192 P�{)AT- FIOQDA Lk.f aaie7 5 SHEET 0 20