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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page l of 3 17 BCIS Home Log in User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search . ba Product Approval d- 9 � USER:PubtiC User Product Aooroval Menu> Quct or Aoolkation Search>Acolication List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 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 4 Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative ��e Copy 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 Waiter A..Tillit,Jr, P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. J Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(7,)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 1.7-10 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/l)r/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2019 Florida Building Code Online Page 2 of 3 - = s Sections from the Code Product Approval Method Method i Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 6E AM RI AN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYYY5TEM ASSOC Approved for use outside HVHZ:Yes INC DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other: Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,$'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC, ^RAWINC 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT-PDF p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm.protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SaI.PlF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes sack Nerd Contact Us::2601 Blair Stone Road,Tallahassee-EL-VIM Phone,850-487-1824 The State of Florida is an AA/EEO employer,Convrloht 2007-2017 State of Florida.::Privacy Statement::Accessibility Statement:;Elfund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts- https://www.floridabuilding.oriz/pr/-Dr app dtl.aspx?param--wGE-VXQWtDqvYYHH2vJvx5... -1/$/2418 GENERAL NOTES: 1.BERTHA N.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT LP.E.DJ WAS BEEN VERIFIEO FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EONION)OF THE FLORIDA --. BUILDING CODE.THIS ACCORDION SHUTIIR SYSTEM SPAM NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LIDS SWILL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REGUIREO BY THE JURISDICTION WHERE SHUTTER WILL TAKE OF CONTENTS 8E INSTALLED WITH A DIRECTIONALITY FACTOR Kd+0.85.USING ASCE 7-10 AND SHALL MY EXCEED THE MAXIMUM'(ALS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, I9&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.I.O.DESIGN WIND LOADS AREA 1: HV BLADES BY MULTIPLYING MEN BY OA IN ORDER TO COMPARE THESE W/MAX.(A-5.D)DESIGN PRESSURE RAMS NNDNCATEO ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET t IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.•AS TESTEO,WERE NOT OVER STRESSED.A 33'A INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HDI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CD-.1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. VSTEM COMPONENTS IK-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW @UDE.&WINDOW DETAIL -HV GLADE(D 10214.01-03, 10715.01-03, j1GD4.01-05,11214.01-05,10317.02-06.10609.01-10 AND 10210.01-Tt AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE,(1)AND HV WINDOW QLAOE hAl AND E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1.2&3)& 11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE [WHEttE APPLICAQLEI -HV WINDOW BLADE 0 10505.81-08 AS PER ASM E-1888 AND E-1986(MISSILE LEVEL D,WINO ZONES 1,2.3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.NA MADE(D AND MY WIDOW BADE G ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS 0-M,CONCRETE/BLOCK SHEET 7 CENIERMA7E DETAILS TNY SHEET 8 3.BERTHA WV.ACCORDION PINS(NN SCREWS). USED AT RAMS KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275•AND 1140.75'RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WRN 135.0 kal YIELD STRENGTH AND ISO lnN TENSILE STRENGTH.PINS SHALL BE COATED WITH BERM HV OACROSHTLIO COATING SYSTEM AS MANUFACTURED BY APPROVED C£NTERMATE ALTERNATING DETATS NV SHEET 4 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MM BEAR THE NV MARKING ON VCR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INOWATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-t6 ALLOY IS 30.0 ksN AND 35.7 keI FOR EMD CONNECTION DETAILS t-8.CONCRETE/@LOCK SHEET TO MAXIMUM SPAN TABLES SHEET ii 6005-75 ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k4l MIN.VELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3-4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET t4 6. DOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASl 304 OR 316 SERIES STAINLESS STEEL WITH 35 ke)MINIMUM HELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q 12.13,14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 HV BLADE(j)&(>,l WORKING IN UNISON: 12, 13& 15 END CONNECTION DETAILS 7-I2 k X,WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 18'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PMT BY U.S.PATENT 15.458.179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA a: Hv wlNaow_BLADF ONLY 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORMf.CONMAC70R 70 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RATN'.NTRt.'SICN. ,TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERIVAHENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:OUPoNG PERIODS OF HURRICANE WARNINGS NOME OWNER, TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HO AREA 4: HV WINDOW BLADE l.1)Q= CENTERMATES AND ENGAGEORLOCK ALL HV AND HO LOCKS., 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUWNNG CODE.ONE LABEL SHAM BE- INSTALLATION DETAILS, METAL STUD'WALLS SHEET 20 PLACED FOR EVERY OPENING.LNBEUdG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS URAWfNO PLUS ANY BUILDING AND ZONING REGULATIONS PRWID£O BY THE JURISDICTION WHERE PERMIT IS APPLIED TD. 13.(a) THIS P.E.D.PREPARED BY INS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEIPAT:.FROM THE P.E.D. , (D)CONTRACTOR TO BE RESPONSIBLE•FOR THE SELECTION,PURCHASE AND INSYALLATION INCLUDING L)FE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONCITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SA!'EFY AT SITE IS THE CONTRACTOR'S RESPONSR Ulf,, OBTAIN PERMITS IN THE STATE OF FLORIDA, (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL DE .0NISIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SMALL SUBMIT TO THIS LAMER THE SITE SPECIFIC DRAWINGS FOR REVIEW. EL yT� WILD 1I tt�� uu �t (e)CKSGINAL P.E.R.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD,THAT PREPAREO It. FLORiDA UUILUIIYG CODE(Non EEIQII •eIOCi( Hurricane Zone,' J JFtlrKrtrirr 1++� •...........,JT ,, 4tz017 TL.iECO,INC. ®2017 EASTERN SUPPLY. INC. IA NVIIA 1GEN5 ✓ BERTHA Q s A Accordion Shutter System 1 L E C O E lot 4:. a TLV. O-ACE yt w/CR w/a KV. WINDOW U" American Shutter Systems l�tll� TLLkIT TESTING & ENGINEERING COMPANY Inc. ICV.H IESCNPitON /27L DAM: BY:/7/ T IItG U e35s u.w.xn u_s..305,wceuvx/b s,0000 3301A6IOGlCtl4)nA 1 OLD is-eNiS37/27/171DATE: 07 27 17 ' A Ph- (305)871-1530.rex:; (3os)e71-Isar 4268 WeAroods Drive 2 ,O ••• .a si e-ens:191-4.0- West Palm Beach, FL 33407 3 DRAWING No L 4 17-107 4"s( ..• p 41 Ne-0006719 4J'lONALti '' ,V LHR A.TILLT-r.P.E. A VLOROA Ue.F 44167 s SHEET P.E. i~lNtfSIF>ttAYURE/DATE I OF 20 _ _ S i { *•� i ; ,365' i �' 4. cove I ur�y soul) BLADE saris tFOR 5 HOUAUFlEDOR USf W/ 1- 200 3HV UNIYFQSAL FLOATER �1Q0'QUAUFIEO SLADE�1 t� ,f tNBLADE�1005-T3ALLOYANDERHV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 - 6063•-T6 ALLOY A(Rt>.jj"I£MP£R 6063-T6 ALLOY AND TEMPER b' 15 n .i2;• �1 r 485` t TYF.) t ?v 670 .2w I s ,�I .9W2' HV A J DAP E LIP I 4.936- ..0.07 0. �� �_�- - F21-FOR-US£W/ HV -.9 `r _ BLADE 1 (81HV WALK-QUER TRACK 6 HV ADJ. FLOOR TRACK QUALIFIED FOR UAE W/Hv C Hy TRE C4�1 H IRACK -�-2sr 3JS6. �� 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED ER Ills" FOR USE W/ Hv � QUALIFIED FOR USE W/, 6063-r6 ALLOY A TEMPER BLADE(I)ONLY. 1,�4 Y RAI Atkoy:'ApEGUARD 8[AOE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV TEMPpt vAR1E9 1' rBIAQE'.1) g _ 1917' °N' 1 VARtESl M1.930'� 6063-T6 ALLOY A TEMPER 3 _i-OBJ' �Q83' S .083' 2l 3. .093' g 1 e r� .100`• 2SI M.0670 tl n• o-A 6701 1.6 86' ) --` .A 670 L � _-.. 3. 0. q I STY HEADER/SILL 111; HV CEILING EADER `.� I3; HD CEILING HEADER/S{LL OWIFIED FOR USE W HV BLADE(1=,ONLY, QUA�VFIEO }OR USE W/ LTV DLADF`)ONLY / TYY``"" 6063-T6 ALLO♦r ANO TEMPER QUALIFIED FOR USE W HV 13LADE�11 4 HD WAL SEE SECTIONS FOR VAUOi SEE SECTIONS FOR VALIONY. QUALIFIED FOR USE W HV ` 8063-T6 ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER t 1 COMPONENT A 8 Tt T2 x Y t ''' Mtt X MN Y MN t . 7' 1' .06T' < a•' 2- 7' O.1T5' i 2' S'MAX. 0.19T`1 0.192' - �. x ; 10 SIDE ANGLES .ALIFIED FOR USE W/ HV ALUMINUM ANGLES n9 1 2S` 7-MAX.'0.190'.0.190^ Iry� &DBlVER PUSTS 1 1 ; ALIFIED FOR USE Wf HV • BLADE QUALIFIED FO USE W/ HV •----i --- — - • BLADE L 6063-76 ALLOY AND TEMPER 6063-BTA ALL ONLYANDTEMPER i 2 5-MAX.I0.139-10.131^ 6063-T6 ALLOY ANO TEMPER ,i FLORIDA BUILDING CODE Non N'h Velocity Hurricane Z ne 'E / "�-- 02017 RUECO,INC. 2017 E6TERN METALSLNPLY, INC. /71 Mg r A. ■ ■Qt. Accordion Shutter System H v. MADE pT w/OR w/o H.v WNMW BLA X TILlR TESTING 3 ENGINEERING COMPANY American Shunter Systeme CV.N OESCRIPTO 6A,L DRAM by. 1.c. s Assoclallon Inc. , OF i 6355 N.W.S41t,.Sl.Sin 145,YIIOM C*OOtS,ftok"S]tE . 1 _ OLD 1$-665 7 27 1 MIC.• D7/27/17- ? " ti Pno a:(103)671-1730.ray s(305)871»1531 4268 Westroods Drive T - ;fs3''•.QRID �,`LLt a mEenn7oaw.com West Polm Beach, Fl. 33407 3 DRAWING No S/a...........��1t11 VAL ER a mur r..P.L. 9 17-107 P.E: lwj , ANAE/DATE rLOROA lb. .9107 —_ SHEET OF 20- 1 20.1 1/4*IQ 1 4576 t , .745" i [( F My O+aUDEO ' 0 tTUVtL {1 I•_aO_ p O4M[O PAIRED I]1�FA6t6 r-OE CAST A0j ' g -r - 1 r + • �: (a .) 01 ._�. rausrc ow.n i + +R+ •� + g I! �1 � o; Rurto vunm A .318 t' �C •e It-nA1 t' ti 3"' ECwaa BRASS A.KEYS (CH110UE (CA me-IAnO) 21 k1L..� s, Q F(E✓3-f�ll"OUSf w/ tW BLADE)&v ONLY BY FLOATING CENTERMA19 , 25 `� -� JS ( ' HV EGRESS LOCK 6063-i6 ALLOY AND IEMPE OUA IED FOR USE W/ HV BLADE ) & ONLY c i.a7s•: FOR S£ W/ HV QUALIFIED QR USE Y 6063-T6 ALLOY AND TEMPENV CORNER CEHTEB BLADE NLY. BLADE 1 & LY. .� QUALIFIED FOR USE W/ FfV MMECI I ONLY &L�2 6063-T6 ALLOY AND TEMPER PLASTIC HFl3)LOCOED TO4,045'" .r�2SCREW Im (.360'AFTER RIVETING yIar. 1/4",A-20 x 3/4" BEFORE RNETWG 4'fSC8EW1fd"r�-20 RIVNUTs SERIES 0444 ALUIJNVM(2024-T3 ALLOY)LARGE FLANCE TMN 12�TR- - SHEET NUTSERT.PA4T/0620,AS CUJMACTURED BY AVDFL PLAN `} 1.111 OVATION HV MALE "T16 LOCK A71i � k�'7`•- CHERRY "0",PIRSwffhYKw, JMCY 07034 OR EOUAL. 4566- T +27 j OCKER FOR "t" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ) ONLY � HV-FEMALE "T" LOC CENTERMATE � HV "T" LOCK � HV AME 6063-76 ALLOY AND TEMPER` QUALIFIED FO USE QUALM FO USE W/ ktV QUALIFIED FOR USE W/ HV BLAQECIONLY QUALIFIED FOR USE W/ HV BLADE(1)ONLY W/Cry BIA.DE;I ONLY. BLADE ONLY. 6063••T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE 1.977 ,. 1T •;a5- o n� 3.161 - - S &M _ r— �_ r 4 - .063- • • s^ -THUIJRIURN .254. $` .063 .1)62 - ....' 62' 1 ':NtOSR OR I KtY M''NOER • n .2 . 0.675'Na. .�1 CENTERMA HD CENTERMAT g - .40 ' ,q PC`* OUALiFtED___EOR-(35E- .t & H ROD A, QUALIFIED FOR USE V!/ HV•BLADE(•)r& A *71w.ALLOY ANO TEMPER6063-16 ALLOY AND TEMPERVARIES,12"MIN. QU FOR USE WiN LADFt &t1 �1J1 4-26 ss.OR 3/6'r-16 l.t 6063 76 ALLOY NO DWOBSCRCWS. -DIETAIL *Ttn�AA18TTURRN Da CR KEY � I MK40ER t._..._._...-_ 1.78Ib, LOCKING ROE)Z� i L � ,.1 375'm LH o C.% }4p LOCK _ QUALIFIED FOR USE W/ HV BLADE•1 - / SI 6061-T6 ALLOY AND iEMPEA ,' Hy .�/8"�-16 ACETAL • HV 1 f 4" 41—�Q AII�• .3.,�4 8Y REGENT HARDWARE MORTISE LOCKS SERFS 2313 KOOK QG,T LOCK. 5�INSTA QLE THUMBSCREWS - RIFR QUALIFIED FOR USE W/ HV BUDE-,1,& IAI -ALTRACXS-FOR PROPER EMBEDMENT QUAUFLED FOR Ef A. l HV BLADE E) AL(F1E0 FOR USE W/-RV BLADE fIQRIDA BtlIIDING CODE(Non Hi fi VOIGCity Hurricane Zone' L14Tk11���1�M• r���J 02011 TRTECO,INC. -TM---- lo i- �Z QA 2D1)EASTERN METAL SUF7tY, INC.N1C DENIM iG O E N ■�4'■, ■`A Accordion Shutter System * !, T ■ KV. BLADE X11 W1 OR W/O RV WNXW BLADE American ShUNer System& ENGINEERING COMPANY DA,t OUK6 BY: C.TILLTT • , 'd'3 STATE M *' 0555 H.".XII st.Ea.30.5,,ucewH CARGrks,noAOA 37.6 � A980C1C flora, Inc. I OLD 15•0$3 7/27L p4TE: 07/27/17-' �i Pn•A•:130 7T-,530.ro.1(305)671-1531 4268 WeAroads Drive 2 .,,� •,• ORI�p�;•aty 14LL •-n w:6n4c000d.4mn, West Palm Reach, FL 33407 3 _ DRAWING No w-0066716 4 17-107 1) ••. �'�J.-"3\ tI "KiCq,t LRU7.rr.P.E. •• /O•�(LL••••\ !11 FLORIDA Uc./44167 S i--- -- -Y�SHEET P.E. �E'LOA �7A RC4/OAT-c -_..___.. 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/e-a, HV Q HV M Y 12•I.fiF+, LEAF WCE . O HV BLADE I 1 A V t I TO 81ME i _ 0625 T. p { E lA' .i875' Q HV SLADE lA 1 ! 0"I a m SSiN auoE .062'5' t 1 .062'5 .0625' HV LONG RECESSED NYLON BUSHING N 3c : » XWEV`� 'f OFENW 062'5" 1875' Y {TYP) i 0.06 HV SHORT RECESSED NYLON BUSHING � 3 i t HV NYLON HAT WASHER OOR ® i , FIAT 8 w t Rt.� 'l 1 HV WHEEL CARRIAGE NSI 302-303 SERIES ice; l�`� n( [ f/02.!41 " % 0.870"x3/16'THICK NYLON WHEEL. 2 r{e'MN.� m mNnOw 0.188"0 NSI 302 SERIES S.S. RIVETS 3y5 a SEPARATION f1. I eEMEN I .062'5• 0625" 3.7500" HV 1 3 a ACCORD70N PIN W_8 HEAD * EkTERiOR .c evaE / / �_ , 4 J OPENINGS ON CNIERS HV 2 3/4" ACCORDION PIN W/ (J8 HEAO 7, •* 41 X47 '� icAe4- a S c POLYCARBONATE IMPACT RESISTANT HV WINOOW j t— ` _ ENI TYPICAL HV WINDOW 8 DE 6A AND POLYCARBONATE HV W NDOW DETAIL QOR 0 (/—q� or @3OTC its, NEEpiAREMEMS O OR _A_CT_RESISTANT-LtL WKQN t I i BAYER MASROLON 3103 POLYCARBONATE Y� s2'Nu+.ctcE RESINS, UV-STABILIZED GRADE OR SABIC kOUIR MENTS AT EXTERIOR QLADE KNUCKLE FORJ-�gzy ;• ---V I I To_6t�A0EFeo�v INNOVATIVE PLASTIC LEXAN 103 RESINF 3'- F.I ° O OR ® 1 -=1~;.�' ! (SEE NOTE "I'"ON SHEET I9�— I 3� (1) W PIN 4i SHALL ALWAYS BE USED AT ALL EXTERIOR �� �, W t l' 1I­ (SEE t BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR ° POLYCARBONATE SOURCES FOR Hv ® BLADE. ft , SHUTTER ASSEMBLY ! EVERIOR ,PPtuat l m PPOFIJ"s SWCAM (2) HV PIN MAY SE USED IN UEU OF AND ONLY AT Nv PIN®CXIRIOHff70''" ucrwP.7101 �..tA+R,. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV� so.324•-. 6uoE'S KRUCKLaustal{q' J' NOTf FOSPCcm two w u,v mtt o.aw"r-* 0.0,3 mpBLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. Dae-- O PEQVIREMENT5 • TYP. S,' t ,Ps Y&W STPA)A;M ASM OW 9..00 PSL +14.5P0,...L a018A 0414 Ai KM ASSY On It,500-L ,'5.'500 P.A (3) HV PIN 0 OR (D W/ 1/2" 0.0. 1/16° THICK S.S. WASHER O I N3xv1oN. po A 5 ASN 0+90 1.0.300 SHALL BE USED FOR DIRECT MOUNT INSTAi I ATION PER DETAIL X, $y (. nrersc SHEET Molac0l:o0 ASR.ossa a n-wl ,+r._rono _ 0 .maeec>rIS13M. � #HTFL CARRIAGE DETAIL Put or a� "M 028.3 4121 a.s a u-x LY LAYOUT or euv&l Asw Dols c-,tvsS c-+Cw SAY Kt.iROM A Ot9tP 10,01 9e0 Y walEfta ASO 0155 ToduSIPCMCM Kiat Aw.EA4t. ASSL 638 9302 f.: ad'a P.,3. • f) HV BLADE SOLID & �i i HV WINDOW BLADE DETAILS It. 8830 P.:. N.T.S. I I+(N pue �T�+., FLORIDA BUILDING CODE Ron High Velocity Hurricane Zona ®2017&CRN META,SUPPLY, INC. 02017 y�4-,;y�CEN$' ✓,� TATEco,INC. _ BERTHA NV7M ` "IL-ECOINC. A,,,,�'.S,Q, Accordion Shutter System H.Y.Bl1##1 W/OR W/0 H.V.WND W BLADE Tllllt TESTING . ENGINEERING COMPANY American Shutter Systems tv.N ccscRt--I OAF[ DRAWN(Te I-C. • O'•'•.�s. •� ,\ 33'55 M.v.xw 5+.5,..:00.vaECYtA wwoa+A ncaNu 33.3 Association. Inc. i oto is-o6S rjnJl alt: 07/27/,r Plwn..(sO.—VIA-0-k-5)a71-saw.Fat:(305)871-1531 4288 Westroads Drive : S .......... "" 61111E 4a Vest Palm Beach, FL 33407 s DRAWING SNo 7 ''` ,4AutR A IILuc m.P.C.-000710 SHEET '- P.E. SEAL/SIGNATURE/DATE noReA J. t 3367 5 a 4 OF 20 Co'�a Ai.�•14�i.U U U� . *NOTES ON NV LOCKS AND CENT] MATES: • a c c u H 5 r o • � � a. Tal�j 1.MANDAtO(TY_CTDHIMiKDM itt ONE ITV LOCK�OT SHALL DE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 8f,1�OW 2 OF SHUF[EA$PNt OR SPANS UP TO IW,Al FOR INSTAL TIONS T ANY ELEVATKDN.14V LOCK 129 or MAY BE USED AS AN tNSWE OR OUTSIDE LOCK,ATFM.'TO 1Ry OR GENIERLNTES W/{2) 1J4'0-20 x 1f2'LONG f[AT NERD S.S.N.S. LOCATION OF LOCK$ttttL 8E AS I O1CAYEO ON TYPICAL StiUTTE ELEVATION. jy I 2.Qpp LU IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSE UP TO TWO HV Oa LOCKS¢, OR�GtAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 110 CENIERMAIES�. i OR®SIW1 BE AS INDICATED ON NOTE Ti)ARM Vp LOCA&N OF LOCKS SHALL BE AS I'or TEED ON TMCAL SHUTTER ELEVATION. �7 3. , LOCKING 4 RODE ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 5 �pRO a E�4 ^' 5 USED IF DESIRED TO ENHANCE SHUTTER PERFQ MANCE. LOCKING RODS 4 OR AN ALTERNATIVE DEVICE � t MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ' 4. ONE}N LOCKLOCK BE USfO AT AS OUTSIDE OR FOR ANY SPAN AND INSTALLATIONS At ANY ELEVATION,NY L I or SHALL 8E USED AS AlAI OUTSIDE OR INSIDE LOCK, ATTACHED TD 0 CORNER CENiERMATE Wf(2) 1/4 0-20 x 1/2^,LONG FIAT HM S.S.M.S.TWO LOCKING RODS(K9AT TOP A 80 OM SHALL BE USED. LOCATION Id,TOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. WYINUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SNOW.ON SNEET 12. I VALID ONLY FOR wIQ SMCI S H S OME ALTERIJATE HV LOCK MAY 8E. SE IN UE4/QF NV LOCK or FOR MY SPAN AND raj } I INSi LATIONS AT ANY ELEVATION. AL RNATE LOCK MAY BE USED AS AN NSI OR OUTSIDE LOCK.ATTACHMENT tt OF 1/4'9-2693/4'S.S.THUMBSCREW TO Q OR CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. I ' RNNUF AS SHOWN ON SECTION WE, SHEET S.ONE LOCK SHALL BE USED AT 'A OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. �•. �' 6. MANDATORY CONDITION!T FOR KEMONF UMMMO IND[ 1Aip.S• ONE HV LOCK IS or Is or® SNALt BE USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 6' TO 8 .AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 18 or or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO @ or 0 SYMMEIRICAL CENTERMATES W7(2) I/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE ENd— M.S.LOCA71ON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING ROOS 8 W/ CONNECTION ( ; OR TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON p r ( N 1 J % L u ' I 0 • Y W x1 SHEETS 10 e, ONOTES ON -BY T LOCKS ,AND CENTERMAIES: 18 TVP.FULL n L I � n HEIGHT. t OF CORNER I —"• -_— -.".— tr'a'"To a°"`—�_`—_. CENTERMATE ---�-- IM 0 ONE ALTERNATE 11V'Te LOCK MAY B£Rt$Fj1LE0 IN UEU OF NV t.00KS OR FOR ANY SPAN ANO ®y, „f Zt�w 1 TALIAT A7 AKY ELEVATKDN.Al ATE LOCK(RS"4��taY•BE USED AS AN INSIDE OU SIDE LOCK. ATTACHMENT �LSr 4T l:l :.7 Of LOCK INCT.UOES USINC REINFORCING LOCKSr�7 AS SHOWN ON SECTION ttYG, SHEET 9,WHICH MUST BE 10•'�'ax 1("�,,L3<n�_.• pw —� CONNECTED TO CENIERMATES ANO Wj If4'0-20x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGNUT OR W/ TJ4'9-20x1"S.S...S. INTO A I/4'9x'S/8"RNNUT. OCK MAY BE INSTALLED AT.MIDSPAN OR'12" •7 • at�•i].•'�g oa MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF. LOCKING RODS�TOP AND 6010M IS MANDATORY. ' Els=•�fal�«ti3•Q�ate(g;•a�«� ' 8 @81-x. :ox ,1�a •t3SLa 211 1111 Loctcs : ELEVATION • �• y T.14D_LDCK W/HD CENIERYATE3 3W: ONE ALTERNATE HD I=(5 MAYBE USED IN UEU Or TYPICAL 1) HV BLADE SHUTTER ELEVA T ION HV LOCKS OR 0 FOR ANY SPAN AND INSFALLAIIONS AT ANY ELEVATION.ALTERNATE NA LOCK IS MAY BE USED AS AN INSIDE OR OUT51 LOCK.ATTACHMENT OF HD LOCK 4'TO @ IS W/3 IS x 3(8'FH.. S.S.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT�AS SHOWN ON SECTIONS H08->iIAND HOC.WC,SHEET 18 LOCK MAY BE INSTALLED AT • MIOSPAN OR 12'MAXIMUM BELOW OR AWA MWSPAN.USE OF LOCKING RODS g IS OWPLETELY OPTIONAL. FLORIDA BUI n h Velocity Hurricane one 111 P ..`...... f21 I 92017 MTECO.INC. 02017 CISTERN METAL SUPPLY,INC. 7M 7,73g-co AAccordion Shutter System ■ i , "r ■A■ Liv.EI At£/i W/CR W/0 H.V.v MOW BUDS BEWMA HV American Shutter Systems LV.x p[StAYBo1 PATI OROM aC L.C. �:• TRL TESTING k ENGINEERING COMPANY American Association, Inc. I OLD 15-06M 1 OAir 07/27/Y/ t7 •, �. ,\ 6335 au.Mth.St,314 3p3,t4ROxN CN1ptH3,,LOAOA]]tf Phone:{3 :05,871-1530.F (300871-t53, 2 WeStt'9ods Drive x 1 e-ma:tJI,eA9•o:.tem West Dolm Beoeh, FL 33407 3 DRAWING No -s/�NAt�N�'�• 1`LTMALTER AOW14 17-107 UT9t.P.f. _ •t- FLCRiDA Lk.,(eA167 3 P.E. SEALJSIG'tt(A`URE/DA E 8 5H5 OF 20 —LONCREtE ANCHORS POURED CONCRETE • POURED OR CONCRETE BLOCK POURED—. CONCRETE— (SHEET 1)DERE ON REWIRED r1J4•P-20'3`4'S.S. CONCRETE RCOURtE4 ` CONCRETE ANCHORS I CHINE SCREWS REQUIR 0 --- r9 _ —(SEE SCHEDULE ON i W/I/4'-20 '- CONCRETE AN S r• 1 T LES A EYSTmE(SEE•G"M LQjON SHOD 7) SHEET 13) I PAS a 12'O.C. i (SEE SCHEDULE SHEET 13) \ 14 A. 1/4"/-20x3//4'S.S. Mtn. EO CO MACHINE SCt7EWS y _ _ (-E EO USING 1/4•-20 NUTS " I O 12'D.C. tf2.1 "Q E.n.• ( •260'M.. t3 0R TS `-_,_ L 13 OR 5 ' £_p.• �r _•t° E.0.4 ••,• 250" I I .2x0'MO'. t'u . \ ' + OPTHONAI `-OPTKtNAL I i 1 L so+muE rH HST �� MEF.SEPARATION TO CLASS 4J t 11 10R BALE lY0 T OR E%ISTINO Ell STWC BMitlQ7a 1 I ASH.SEPARATION TO GLASS GLASS-��—_(SEE SCi-EDULE ON SHEET 11) Com"'-'�`_,• •_ E �4r-(SEE SCHEDULE ON SHEET 11) H ^Al HY WALL HEADER INSTALLATION — C�HV WALL HEADER INSTALLATION A) HY WALL HEA ER INSTALLATION + KEYSTONE r---_ -- --r- UW.SEPARATION i0 GLA55 EXISTING'- I��,rAn�1 1t_ r (SEE SCHEDULE ON SHFCT IT)----- o I)---- j/oto WSS(SEE i I 1 OR I MW.SEPARATION TO GLASSMl H I 1 E%151WG� L SO4m"ON 9E4:T 1 (SEE SCHEDULE ON SHEET ICLASS I tat 9EATto tog LM 1 aMa6tr® p •" E7ASnSS OPTIOH/,1. 1®pN GtASs..� E I OPTIONAL1/4'Mo'. E ��- '� 0415 1E.O.• 1 19_L -'H (-•EC E0�_ _ _ R 15 J / --'—'--'-7'- - t2 4: -1----[___ I P)I4 -2 TRUSS H£AO 1/41-0-20.3/4-5.5.PidLLIPS EO EG-- CONCRETE ANCHORS O� 1 MACHINE SCRL-WS USING ._�.._ TRUSS HEAD MACHINE SCpEW5 —7�1 _CONCRETE Al 1 17 18 1.^ 1J4'-20 NUTS O`2'O.0 ^—��: L-(SEE SCHEDULE ON WJ tJ4'-20 HUTS O 12'O.C. / (SEE SCHEOU SHEET 13) 9 M:11. PGURED CONCRETE--` SHEET 13) POURBO CONC A OR CONCRETE BLOCK OR CONCRETE DU -"^'-"- -/'-" IONCRETE ANCHORS REWIRED WALL REQUIRED ); / (SEE SCHEDULE ON L O. NV WAIL $tLl iNSTALLATiON ; 0F, t ly WA►L sl INSTALLATJON • POURED RETE BOCK SHEET 14) - OR CONCRETE BLOCK T' WALL REQUIRED (g) HV WALL SHL INSTALLATION NOTE FOR COMBWATLOH 'a: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR IYPM,AL SHUTTER • E.O. EDC£DISTANCE ♦SEE UMI ATONE OF USE FOR J� j�j�j ASSEMBLY (SEE SPECtF1 TIONS ON SHEET 13) GLADE ON SHEET 19 • \!J H Y LADE 2- MOUNTING SECTIONS CAN BE COMBINED CQ. IN ANY WAY TO SUIT ANY INSTAL AYMJ. J JtJ lJ 1t► �i!> ) FLORIDA BUILDING CODE Non Ugh Velocity Hurricane Ione A,11 yL .........S•-,,,✓„p� Diol7 mTEw,VC. - 02017 EASTERN METAL SUPPLY,INC. BERTHA WA ILIEC O EtOc.N A.SuS AL. Accordion Shutter System KV. MADE X11 WOR W/O KV.WINDOW HALE t American Shutter Systemsn•x m mProl 5A1 CRAYON H. L.C. '(t�O, t'•i 71LLIT TESTING & ENGINEERING COMPANY Association, Inc. + Ces W127111 tMiE: 07/27 17 OLD 15- • w� � •,•to �•,:'Wry\1 6355 IAw.36171.u.Su.305,DAONU CAIDO S.FARM 3116 Phon,:(305)871-1330:fa.:(305)871-1631 4268 Westroods Drive 2 Q" •� C?',LN •-m EOtIfOWC�10'cam West Polm Heath, FL 3407 DRAWING No 3 17-107 w•"'���r.....AAr.•••N•, PALTER A.TR4T h.P.E. 4 SHEET P.E. SEAL/SIGNATURE/DATE nomw+u.►44187 6 6 0F 20 I POURED CONCRETE ANCHORS i uA sIPAAtmI —' ,�� r.-._. _. CONCRETE ^�-(SEE SCHEDULE ON SHEET 13) -i 5>� � `✓OR EXISTING Y� ( i.U� 4t/WCH y . RECUIR(O _ar=_-• coalSLAor 't RR M E� CIA4"--( p 3{ '(sac y4sa[ou�on t\ E D.4— APPUCAB.E ECIAM )OVING t 51A0CSm v �IttE se"MIA1 \ gL�S_/ \ CH THIN IFE. ERNATE t• .i,jE ANCHOR ' I EXISTAM t l Ci I . LOCATION CUSS 510.3/4'HEX HER HEAD 11 OR 13 OA 15 aje•IOL TEK SCREWS 0 2'O.C. ; j 3Po 1E.. _ CONCRETE R5 $) `''y -ILAB EDGE+IF -'• (SfE SCliEOUI ON SHEET }3) f I r EQ APPLICABLE I, t• ECCE Of E%ICLASS.-.� i t E Or— - SIM IF S IF 1/2' 1 EDGE OF APPLICABLE �� � E < SLAB IF - TTT t10�sem? E.O. E.O. APPLICABLE POLII K p0U wo FLAT NEAO CONCRETE ANCHORS -i Mr."vDf'u^D ^ ♦ PSR -'- -•- - REQUrREO --- D CONCRETE p (SEE SCHEDULE ON SHEET 14) OT SHTTI III m � ifs OR �A) CONCREJ (SE HEAD CONCRETE ANCHORS 11 TRUCH. INSTALLATION , REQUIRED E.0.•--- E.O.4 (SEE SCHEDULE ON SHEET 14) t-- r� ONLY FOR UP TO +70, -75 FSF A.S.O. t V NV WALK-OVER INSTALLATION S�au E/3USHEEATI'G&FOR SPANS PER �v HV CEILING INSTALLATION '} CONCRETE ANCHORS «S-'1_ 4o wt i Sri _y iova x j' 0 .__�_._.__. .� SHEETSEE 15)SCHEOULE-7 ,j.•0 frw Wv5m 4l�pN w/ -(ate 11)v a va 10 I I EXISTING .T._,._ AMAHCED TWMAOFOTa.T - 01 ' E%ISTWG^; E%15TtNG—j�.mHwiON w an<s CUING �_.. .. '-';Lr.— TIOMIGLOLY OR 4/4-e PON" 1 4' CLASS GLASS JLsa soaua ox s[s*Try --' rA57 im TAPM4 ANtrMS W/ 1Ar SmAArox t9 1 3j,•IFN.DA wtva D 5- (.samaA[Cn rD 1 O.FOR LP To 6'-0'SPAN AM 4'O.C.FOR SPH(,LAFICSR THAN SERM AT 1DUTY FASTOER}GO-� Owl(Sw HDre 1 CHj' r.. t z' j'10.J/4'IifX C.p,t s>wT 11 IM WTAM+SI UAIf.rFASHER NEtO '1TEK SCREWS1/14.3/4' HE%NEM.._ f2'O.C.TEK SCREWS O 9.O.C. � SHXS/,'S.OS3/s'SS us'ONCRETE MYNORS '4-i0 rARS OR 1j4`4'20 5.5.31.5. - ' ' (`3/W/NUT C B`O.C. - (SEE SCHEDULE ON ,t - 0 9-0.C. 2 ..SlfEET fQ - i .SIRMTLWA1 " ---'-- • \ 17 18 1/2- 1•, K 17 •1$ _ •'2.00`'tdlN. •WALL RAN(CECORATnr EDGE Of -r ,• ,1. I \ '-C'• E.D. ~Sity i I i SLAB IF �• \ .L(<1,k3/4"i.H. 5.0.5. NLN. _ j. 1 7J8--t--t 7J8' APPLICABLE- ` �\ O 4`O.C. r _..POWttO Cv.vArT (t ; --CONGRLTE AxCIT0R5 -'SEE NOTE 13(b) _ ';: •'` RE0VRE0 POURED CONCRETE-I (SEE SCHEDULE ON ON SHEET I \ 5EE NOTE 13(b) I --- --••_ -E.D.------F OR CONCRETE BLOCK SHEET li) POURED CONCRETE--- ON SHEET 1 •-Y, - , REQUIRED OR CONCRETE BLOCK " •--�'__._�:. OPTIOTUIL POURED REQUIRED �t KEYSTONE MOUNTING INSj� aT1ON CONCRETE Hrj WALL FLOOR INSTALLATION BY WALL WALK-OYER INST,A(LATION, OEscH PAEsvAr:,64:>Z P,I REQUIRED V"IV u SHUIIER SPH!e'-e- QJ }1V RAINGUARO INSTALLATION t JIM.THIS INSTALLATION SHALT.' NOTE FOR tA,{MBINAIM OF•`��IOti3: 4 f.D.a EDGE D157ANCE t REX(WAB'E WHEN PERFORPAE0 1- SEE SHEET 1 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS OIT SHEET IJ) ADJACENT TO AN OPERABLE E%,T SEE U!A 9TION5 OF USE FOR ASSEFABLY _-� OR EMRANCE BLADE lx{JA}ON 5HEE7 ID INSTALLATION DETAILS W/ '1 HV BLADE IN NY WAY T SECTIONS IN BE couBlNEo FLORIDA 8U1101NG 040E Mon High Velocity Hurricane Zone' IN ANY WAY TO SUIT ANY INSTALLATION. 1f %\4 02017 TILTECO.INC. - 020t7(ASTERN DETAL SUPPLY,INC. vNiIEN Of A T. 2 Tt; O. 7 —`�" A� L1. Accordion Shutter System 1 O N�, (tv. MAX 1 w/.oR w/a►Lv wwav aAwE ` ^Q•S• +�E. ,•'l•,(� ti TILtIT TESTING & ENGINEERING COMPANY American Shelter Systema E1,,N asaurna DATE DRAWN W. LC. ........P 63SS tLn.36th.St..Sts.SDs.%KOWA CAFIOD6.TIMM 3315 Association, Inc. 1 oL0 15-o6S T ty 1 -"' 07!27/17 Phone (305)571-I330.Eos {30a)e71••1331 4288 WestrQO'ds Drive s ' `NAL 1p e-ws:lala<oeoot<om West Palm Beach, FL 33407 3 D17-1;7 C'07 11 [D-0006719 4 .... .L,,.,rrl WILICR A,TAUT U.P.E. P.E. SEAL/SIGNATURE/DATE noROA Lx.!44167 a SHEET 5 7 OF __------ \ | ! ° , | i BLAQEEj���CE �TERMATES CENTERMATES APPL`CAt0ON VAT"BLAOCQ) —EXISTING CLASS (W63-76 ALLOY)ALUV. OPEOSING 110x3 SMS HV LOCK A In/ HV LOCK 0 12' - (SEE SCHEDULE C.iUCLENCHT. C43jI.Ij2p!S.M..To TUB AD HVC HVA . CONCRETE BLOCK WALL SYMMETRICAL 7 SI MIN. EPARATION TO GLASS 07� PARA SIN LEET (SEE SCHEDULE =1N OPTIONAL ON SHEET 11) �--CONCREIL LES- AR S � � HVE BVQ -4 1 k 92017 EATERN METAL SUPPLY,INC. BERTHA M Accordion Shutter System G & ENGINEERING COMPANY m.—5/21 1111.1.17 TESTIN n OLD 15-061 )7/27111 35S If^36%K St..SW 305.UNWA WOOS-'1040A 31 4268 Westroods Drive 3 to-0005712 4 17 ' � � � . \ i _ POVRED CONCRETE OR - --- �—_ POURED CONCRETE POURED CONCRETE/" OR CONCRETE _._POURED CONCRETE _-._----...-..-- _----.---- CONCRETE BLOCK WALL �� OR CONCRETE ..,-.. -- BLOCK WAtI REOtARED ----^-- --..--.--� OR CONCRETE REQUIRED J BLOCK WALL R£OUIREO I. BLOCK WALL REQUIRED -EXISTINO CLASS{{ --EXISTING CUSS CONCRETE ANCHOR .--EXISTING CLASS - �- 7 _ � 2•mill EXISTING CLASS m 18.O.C. MN.SEPARATKM - -I• i•-1 -5 •�--••2'MIN. 7 TO OLASS(SEE _ AIRUM i41E Si7ARA110N i t+iai SLyNN1iCN to E4 0 GLASS(SEE 11 SCHEDULE EUON SH TO GLASS '(TIE it I CiEPA(SIE • SCMIAAE ON SHEET 1/16.3'MAX. ON SHEET 19 COR SCIQAEE ON SHEET S{tEOLIE s BEET 11 MR GLACE mAtO (8GO., )CONT. STAGES(D&Q3) 11 FOR ET 19 FOR 11 FOR SLOE 0" (LOCATE AT CH SIM 19 AOR ALUM. CLOSER 1 2 , BUDLSON SEET 18 I/2' ON S1EET 19 ER R SIDE i wM(D&® PLATE,(LOCATE / ( t (� 7'-'-1 .BLVES(ty& OFT) 11 AT EITH@R SIDE MIN 1111A, 1 + 1/2'MIN. - -� OF 4O} ^_-^_ M } 1'AB 2'MAX. ( _4 trOx1/2'S.M.S. (AS PUCABLE).2'xl/8'.0•-2" --- 110.1/2-S.M.S. -'i ' fi M CUP ANGLE '�'_y O 16 O.C. -�--- / "'—'�' 4 �^ (606 T6'A-10 AT MIDHEIGHE �, (1) O.1/2's.L1.S.TO(�& \ — '� j\` (2)1 4'0 TAPCONS ANCHORS TO . / SEE DETAIL X FOR ���' q']�• W AT i'O.C.(LOCATE AT �J 4�OR SIDE CONNECTION V�+ •jy+ R SIDE OF Q) 60R ®• SEE DETAIL X FON 6 OR �' TO TRACKS �w�w0.0w0«p.®w 4 SIDE CONNECTION 6 SEE DETAIL X F w 6• 7.8 1 -0. TO TRACKS H'0-0-0-00,F� A . 4-� SIOE..CTO IRA ION «�«` « ' "�•��« 6•®«�'�©•'+mow TO TRACKS. �.®w .©•0,0-©.0.0- 0@—Q):@w® ®w� B �w -010 END CONNECTION DETAIL V END CONNECTION RETAIL W ENO CONNECTION OE AIL U3 ENO CONNECTION DETAIL(4� EQUX1EDONLY FOR SPANS GREATER It" 1Y-0" /-POURED CONCRETE OR _ EXISTING ^--EXISTING CLASS / CONCRETE BACK WALL i� GLASS 4 REQUIRED -------------- till SEPARATION #IO.i/2'S.M. TO l'AASS{SEE O 16'R.C. 1AK SEPARATtgt 1 Z_._�_�_.-- ==___ _ SCHEDULE ON SFEET TO CLASS(SEE _ '©OA$�OR�OR TS MR BLADE mH:D CCNCRETE 1/2"MIN. ____ ____ _ _ """"' - ON SETT 19 Fqi ANCHOR o—S - 111 FOR OAK(D -- S Oft OR OR(D CONCRETE-- BIAMS(D C� 12.O.C. 1 ON SHEET 19 FOR 4 _ __ _ ANCHOR EO ( rJ RACES Th Q D.C.1 �,__.._ 1/2 MIN.. tf3 roti. - - - ("'� ¢ EQ OR®ORL..V OR 2"U.N. Y MIN ♦ SEE LBF ARO a OF USE qET R (WBLADEHE19 RIM i�0R �• �(J „mow®.pwp«p.�w QUAIL �-POURED CONCRETE OR L � w(�w®•07 w® i �« Ai� A'�'/L CONCRETE BLOCK WAIL A'�, - •®«©'�©'y,.rJ�,« `, p Aly D f ALLATION REQUIRED 5="•®«`L• « - 60.07 -0-0.0'V9'« QH,Y GLADE QR FIV WfND4W BLADE INTO CONCRETE OR LONCRETE BLOCK WALL SND CONNECTION DETAIL SQ ®•®w�.�w®.@w r , D $U`�«4�'®'�•� NECTLQH OF-TAIL Q wQ'® FLORIDA BUILIDNI CODE(Non Sqh Velocity Hurricone Zone' E ✓�^ 02017 mTECO,W. 02017 EASTERN METAL suPPLY, INC. _ BERTHA A.&S A Accordion Shutter System `—q�y't/— KV 8an�#1 W1 CR W/O rev WNDOW MADE • •T.450. :1 JILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ly,N ascRivnu 9XIC mum+Or: L.C. 1 L?�••.,,T' ,.••A,�L+; 63SS nt7.]6Th.M.s..]9a.11NCM GM9D.f.n9NM VIa Association, Inc. 1 D:.D is-on 7 27 DATE: 07/27J17 + Phone:(305}671-1530.F•4:(30S)e7t--1531 4268 Westroods Drive 2 • \ 1t •=moi:VIII- awsom West Poim Becch, FL 33407 3 DRAWING No S�aNAL10 T''` E0-0006719 17-107 "'I'Ir,..TT 1 Pt,tTEIt A TAUT it.PA FLORCA,Ue.0 44167 S P.E. SEAL/SIGNATURE/DALE a S({E'o OF 20 SCHEDULE #I $GH-D)[F 3 SCHEDULE 113 MAXIMUM SHUTTER SPAN* L+" OR "L-' MAXIMUM SHUTTER SPAN* "L+" r-L-" SHUTTER SPAN*"L+' � .. (Tt.. FOR INSTALLATIONS Wj W OR 'L-' (ft.) FOR Tt.) INSTALLATIONS �jt$,0 &®or QV or INSTALLATIONS W/ Q,�� CONCRETE�& trO (1) L+: LUanHUMALOWABLE SPAN f04 A GNEN Wj ONE H.V. LOCK or ©or or 1 ¢� W/ ONE HV LOCKS MANSORY LL-:MAXAX AL.LOWAABB((SpµFOR A c7rvFN•NEGATIVE HO LOCK (a W1 NO LOCKING RODSor ONE HV LACK or or @W/ NO LOCKING WALL A. 8. C. D, E, M. N, 0, P, O. AS.D.DESIGN PRESWRE RATING. CENTERMAT@ 28® 29 W/ ONE WJ NO LOCK, G RO S b MOUNTING F. K & L R, S, &V. H r0-T' LOCK 30 WfTWO LO 1ONG (SEE NOTES },'({) FOR NOUNINGO (2)PROCEDURE TODETERWNE MAXIMUM SPAN FOR RODS 35 TOP A, BOTTOM MKIEE SHEET 7) FLOOR/CEILING G, H, 1, 11, J T. U. W le X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: ry„ CONCRETE&tY000 MOUNTING CON INSTALLATIONS V CONCRETE 11A1c1A1u MUIwA4 & M GIVEN A POSITIVE ASO.DESIGN PRESSURE RATING. ASxkvwmR p9W &SA.OtSxat I A1O.IIIEUG 1 INSTALtATI0N5 - DETERMINE MAXIMUM SPAN 1+'FROM SCHEDULE. PRESM WALL MOUNTING FLOOR/CEUNo F$1Mvm WALL UOlR7ANO PP ANE /MOOR/00LINC Nd3HtIN0 IW4q GIVEN A NEGATNE A5.0. DESIGN PRESSURE RATING, MOtR1DNG fµnm} ai n6a+/cEtr+G LAX rinxG (P'E) DETERMINE LtAX7t4Ul1 SPAt4 2-•FROM SCHEDULE. on-I ICOR-) iL00R MOUNTd1G L E ( L- It - L i 1 L- Lf 0) 1- A t 4 MIT.,—?!a 1AAXIMVM SHUTTER SPAN 'L+'OR 'L--'FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPA SPAN E EQUAL. N THE 30 OR LE IB'-0" i6'^0' 18-0 /6'-0' 30 16`-0' 16•^O' 30 78•'0" 16'-0' 705 Pat.ASA.DESIGN PRESSURE RATING. P�d15i41M DETERMINED SPAN BETWEEN"L+'AND "L-". 3S -tp" 35 14'-10_ 14'-10' 35 15"-2` IW-f0' --40 13'-10' 1J'-10' 14'-2' _ '- ' 40 13'-10- IJ'-10" 40 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAIODUM SPAN FOR _ 13•-1" W-l' 13'-4' 14•-3' 45 IJ'-1' 13'-t' 45 !3'-4- 14'-3- t HV CORNER CENTERMAT£ ;q3 MAY 6E US1i0 AT ALL COUBINTIONS IN OMEN WALL MOUtitWGS 50 /2-5" 12'-5' 12'-8" IJ'-7" 50 12'-5• 12'-5' 50 12'-3' t3'`I' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS Wf FLOOR/CEILING MOUNTINGS. SHALL BE AS INDICATED ON MANDATORY CONDITION q2 55 11'-10' II'-10` 12'-1• 12'-11' 55 i1'-to" tt'-/0• 55 1t'-t' ii'-11' FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE 60 11'-4' IP-4' 11'-7• 12'-4" _ _b4 _ 77'-4" 11'-4- 60~ i0'-2' 78'-17" NATE)1S,SHEET 5. DETER 65 10'-lo' t0'-t0• 11'-I" 11'-11' 65 10'-10• TO`-70' 65 9'-5' _ 10'-1• L,+- MAX,LI+= X. SPAN FOR WALL MOUMiNC INSTALLATIONS. 70 t0•-6" 10'-6• f0'-9" 17•-5' 70 101-6" t0'-6' 70 8'-9' 9-4' L9+- MAX. SPAN f0R FLOOR/CEILING MGUNIING _ 75 10'-t" 10"-1' 10'-4• 11•_1" 75 -"1O'-1' 10'-1' 75 - 8'-9• tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 _ 9•-to" 9'-10• f0'-0' tW-2' BO 9'-tO" 9'-10' SPAN "L+'DR'L-•AND MAXIMUM A.S.D. p£SM1C FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE PRESSURE RATNG FOR INSTALLATIONS INTO CONCRETE .. 85 9'-6- 9"-6' 9"-9' 10'-5• 85 9'-6"- 9'-8• RATING: F1210- 9'-3' 9•-3' 9'-8' 70'-1' 90 9`-3' 9•-3' OR CONNNEC ONS 0 KE 8E NELIMOAS FOLLOWS: DETERMINE: _ _ )- CONNECTIONS TO KEYSTONE MOUNTING L1-- MAX. SPAN FOR WALL MOUNTING RiSIAL1A1TOM5. g•-.0 8'-9" 9-•2' 9'-10' 95 9'-0` 8'-9 LIMITED TO +64,72 P•e.f. AND 8'-0' SPAN, SEE u MAX. SPAN FOR FLOOR/CEILING MOUNTING Too W-9- 8•-4' 9'-01 9'-7' 100 W-9' W-4• MOUNTING©ON SHEET 7. INSTALLATIONS. 8'-T T-7i` 8•-9' 9'-4` 105 8'-7` 5- 8'-4" 7'-7-1 -8"-7- W-2' -110 8'-4- -11- FINAL MAXIMUM ALLOVETLE SPAN IS EQUAL 70 THE 8'-2 7•-3• 8'-4 -11" 115 8"-2" 7'-3EPARATiON TO GLASS SCHEDULE IANIMUM BETWEEN "U4-• T2+ 11- AND 17 8'-0' 6'-11' 8'-2• ! B'-9' 120 8'-O 6'-11" (4) Cp TO ANCHOR SC•IEDULE VAIN RKAL MO(MUM 125 I. W-B• V-0' T-8'-5` 125 T'-10' G'-8- .� ALLOWABLE SPAN AND NECATN£A.S.O.DESIGN 130 T-8` 6'-5" l'-10" 8'-1` 130 7'-8` V--s'=- WIND ZONE MINIMUM PRESSURE RATING TO pETERMWE MAXitiUM ANCHOR 135 7'-Y 8•-2• 7'-9' 7'-9' 135'.. 7-7' V-2" SPACING. 140_ r-s s'-n" r-r r-fi` 140 7*-s s'-,t' ASTM E-1996 SEPARATION 145 Y-3' S'-9• T-5" 7'-J' 145 l'-J• S'-9' TO GLASS . 150 1'-2- 5'-7' 7'-4' 7'-0' 150 7'-2- _F555__ '-2' 155 7'-O" S'-5' 7'-2' 6'-9" 155 7'-0` 5'-5" 1 THRU 3 - - 160 6'-11'_ V-2• 7'-1' W-7' 160 C-1- W-2' 165 W-10' 5'-I" T-0• W-4' 165 W-to" 51-1' 170 b'-9" #'-ii' 8'-ii' W-2' 170 fi'-9' 4'-11' 175 6-1 4'-9' 6'-9' 8�-10 175 6'-7 4' 9 H V BLADE 180 .6•-6' 4'-8' 6'-B' S'-10• 1_80 6'-6' 4•-810 185 6'-5' 4'-6'_ 6'-7• 5'-8' 185 6'-5• 4'-6 _190 6"-4' 4'-5- W-6- _ 5'-6• 190 6'-4- 6'-3- 199-- '-4- _ -4•-5• 195-- 6`-3' 4.-3- W-5" S'-5' _195 6'-3` 4'-3- 200 6_-4 4'-2' 6`-4` 5'-J- 20Q - 6'-2' '� 205 6'-1' +'-1' b'-J' S'-t` 205 6•-7' u FLORIDA BUILD11 CODE Non High Velocity Hurricane Zone i`' �. •••• TL 02017 MTECO,INC. 0!tO%7 OSIERN METAL SUPPLY,INC. BERTHAHVTM ''s� C!`N Tii.TE c o A■ ■ ■A■ Accordion Shutter System )Lv.BLADE#1 W(CR W/o TLV.tWNDOW BLADE T(LtIT TESTING* ENGINEERING COMPANY American Shutter Systema N,x s<RVTM DA[ 00"Tfrc MtIoY, L.C. AslToclatlon, inc. I OLD 15-015 )7/27/17 DATE: 07/27J77 • •^, ry \� 4316 N.W.M0.SI..11,.303,NRCE64 CMOIxS,n0RE14 351E Ar. .4 nn...:(305}671-1530.F..:(305)871-tan 4268 Westto0ds OfWO x DRAWING No �"�Ed .-mon:lala000a...m West Dolm Bench, FL 33407 3 -/ 4ss''j •••1 i�V,EI E8-0005719 # !—107 - ONAL-� WADER A,-KUT 3r.P.E. S SHEET rtOR10A tic.f 44167 P.E. S£AC/SI04ASURE/DATE 6 11 of 2O .. ,t• , t r• tt , 1 .. r r .1�� :�- .1, :.� , e::N-.'r,r., .t ,lt. •H' tt �,. Cat r: t, .71 .. .r:n .r .t . ` : ,,•,j ,-•- !<a _:n .., ;:agar"',I:; .. WIN Now T-11u,31-iii.11, LLVV. 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Q O O a AaiiaamaapAAooA aq ppppaLL7aapapaAQl�inAd p Qal7�tmummAppaO ®OOOOOOO�O'iammmom���® � g1��OOaA�p' s®ia.'OOOO ��A4OO ,'► !! •• •r r r r• ►' • I 0 •t I � t , LWIMUMI 4 DULE FOR A GIVEN MAX SHUTTER SPAN, SPECIFi_CATiONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SCE MOUNTING*F 0.4 H ON SHEEII a a 7) 1.ANCHORS TO SUBSTRATE SCULL BE AS FOLLOWS- POURED Dt4CfC pat"M OOMORM (A) TO EXISTING POtaNO CONCRETE(Ian,Vc-3 LH) Wolf N E@WALL SILL MOUNTING ©CEILING MOUNTING '®FLOOR MOUNTING - 1/4Y TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY MCHORS,AS MANUFACTURED BY LT,W.8UNAE)t. Min. 1"c- 3 111) ry� It fW►q SD.Cf3YA1 _ 7ATNC ANCHORS SPAQXO LEGEND - //4'0 x 3/4'ALL FONTS SgIO-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COUPANY. Mtn.f•c- 3 Ls1) TAPCON - 1/4"!BLUE TM CONCRETE ANCHORS W/CAp AS MANUFACTURED BY FLORIDA FASTENER$gRCCf,NC.(Y4t.I'c -2 ku) 30 t0 60 JS BO 120 76+7 705 JO 40 60 75 '90 120 160 285 30aG 75 90 i20 160 20S iAPCON tNTl1 � - I/4•!TAPPER+'ANCHDRS AS MANVFACTUREO BY POWERS FASTENERS.INC-AND DISTRIBUTED BY RL POINTS SCREW,BOLI'&SPECIALTY 14 2 1q D e e 14 t t 6[14 10 a a a THRFAOF'ORM TECfiNOLOGY COMPANY•OR ANY OTHER APPROVED LICENSED OR AUTIOR17E0 VENDOR REGISTEREV WITH THE ANEOCAN StMILTTER SYSTEM ASSOCIATION,INC, 3"-O' 14 7 10 9 a 8 0 d N 17 10 9 a 0 6 6 12 10 9 D a 6 d (Min.Pe-3 Dsi) DR LES N 72 t0 9 9 8 6 D I4 12 10 9 0 C' 8 a 12 10 9 8 0 6 s ALL POINTS SOLID-SET 14 1121101 9 a a 6 T 14 12 t0 9 a 8 0 8 12 10 9 0 a a 6 BLUE TAP W/CAP NOTES.- !4 /S fo 9 B 7 65 A.5 14 12 70 9 8 6 d 6 12 10 9 8 a 6 S TAPPER+ AIT MINIMUM EMBEDMENT INTO POURED CONCRETE Of TAPCON OR TAPCON WM ADVANCED THRFABORM TECHNOLOGY ANCHORS AND TAPP(R+ 14 11 10 4 0 8 8 6 14 t2 to 9 a a a 6 77 t0 9 8 a a SS ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 }/2•, 14 12 10 9 0 d a 4 14 12 tO 9 6 a 6 4.5 12 10 9 a 6 4 3.5 AL2)MINIMUM EHBEOMENf OF T/+f■3/4'ALL.FORMS SOW-SET ANCHORS SKULL BE 7/8'INTO tHE POURED CONCRETE.NO EMBEpMEM 14 12 10 D e e e ILS 14 12 10 9 p a 6 SS /2 10 9 a a 6 4.5 INTO STUCCO SHALL BE PERWMIX i/4"l-20 S.S.MACH INE SCREW USED SNV11 BE 1 1 2'1ONO MWWV4 sHOULa STUCCO 9 7.S 5.8 35 - 14 12 10 9 a a 6 5 12 10 9 0 7 6S 4 •EEC Vtnu104#4aE MOLL / I7IA0C F'1 off TALKED t� 039.AND /•MINIMUM FOR WALLS WIT.-NO STUCCO. 14 12 t 9 a a a 6 14 12 10 9 6 a s 65 12 10 9 a 8 8 4,5 a 14 12 t0 4 a 7 4 - 14 12 SO 9 8 6.5 5 35 12 10 8 6.5 5 .a ] AL3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVER OR MNY VENEER 8£MONAD ON INE EXtSTNHi WALL OR FLOOR, 1a 2 10 9 8 7.5 4.1 - 14 12 40 4 a a a ;S 12 10 9 a 0 ILS .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WAIL FTNISHTL ANCHORAGE SHALL BE AS INDICATED ON 14 12 93 7A 0.514.51- - 14 12 14 4 0 7.a as 4 !2 10 9 a a 4,5 3.5 NOTES AL1)&AL2)ABOVE FOR INSTALLATIONS ON VINYL$}BIO OR CIFS WITH OR WITHOUT LIM STUDS CONSULT THIS ENGINEER,FOR 8'-0• 14 12 t0 9 6 a a - 14 12 f0 9 a 0 a S 14 12 t0 4 a 6.5 S 3a INSTALL INTO EIFS WITH METAL STUDS SEE SHEET 20. N 62 10 9 7.6 Sb 3 - 14 12 10 0.3 7 33 4 ] 1; 6 65 5.E 4 3 t4 12 t0 9 a 6 - - 14 12 10 9 a 6.5 a 73 14 12 10 6.3 B 5 1 (0) TO COSTING CONCRETE BLOCK:(ASTM C-90) 14 12 a 6.5 5.3 J - - 14 12 t0 9 8 6.5 4.5 33 1 12 to 6 7 a 3S 3 - 1/4-0 TAPCON OR TAPCON WITH ADVANCED TiREAOFDRN TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILOEX. 7'-0' 14 12 10 9 9 9 - - }4 72 10 9 d 7 S i to /2 70 9 7.a a.S 4 J - 1/4'0 x J/Y ALL POINTS SOLID-5£T ANCHORS,AS OTSIRIBUIEO 8Y ALL P07Ni$SCREW,BOLT&SRCPLIY COMPANY. 14 12 10 4 0.3 { - - t4 12 9 7.S 6 44 3A - 14 l0. 7 63 4.5 3.5 - _ - 1/4.8 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUI:AGTURED BY FLORIDA FASTENER$O'NECT.W. 14 12 t0 as 7 { - - 14 12 10 9 7.5 $15 4 - 14 9 ] 7A 4.5 - - - i/4'O TAPPER+AHCHONtS AS MANUFACTURED BY POWERS FASTEAERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,Bar$SPECIALTY 14 it 7 5.5 4.5 - - - 14 12 f0 9 74 3.a 4 - 14 12 9 7 9 4.a ] - COMPAYY CR ANY OTHER APPROVED LICENSED OR AUTM MCI,VENDOR REGISTERED WON TIE ANERYAN SHUTTER SYSTEMS ASSOCIATIOR,INC. 8•-O• 14 12 10 9 a 6S - - 14 17 t0 9 a a 4 - 14 12 10 a 6.5 S 3.5 - NOTES, 14 12 9.S . 65 ] - - l; 12 8 0.3 5.5 4 3 - 2s 12 6 11 { 3 - 8.1)MWMNM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLVE TAP W/CAP ANCHORS AND TAPHR+ANCHORS IS 1 1/4-AND TAPCON t{ 12 4.5 3 . - - - 14 12 9A a 5.3 a - - 14 12 d , p.S 4 - WITH ADVANCED T14RMFORM TECHNOLOGY ANa10AS IS 1 / 13 9.3 6s s 3s - - 14 12 10 a es a u u a as s ; 14 12 i0 9 D - - - 14 /7 f0 9 7.3 4.5 - - 14 12 8A 7 5.5 4 9'-0' _ - B.2) IRWYl14 EMBEDMENT OF 1/4'0 x 3f4'ALL FIRMS SOLD-SET ANCHORS SHALL BE ENTIRELY UBEOOEO IMO THE CONCRETE BtOLN.NQ 7.3 a 4 11 7 3.5 5 3.3 - - 11 0 5S 4.3 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL EE t 1/2'LONG MINIMUM SHOUID STUCCO H t7 a 6.5 4.5 - - - 14 i2 0.5_71-551. 4 - - 14 10.3 7 65 6 4.5 - - EXIST,AND t•MINIMUM FOR WALLS WITH NO STUCCO. 1.5 65 3.3 4 - 14 17 4 7 6 4,5 - - 14 11 7 54 4.3 3.5 1/ 17 10 4 7.5 - - - 14•12 10 9 a.s 3 - - i{ 72 E 6 5 4 10•-0" - _ - 0.3)IN CITE THAT PRECAST SFONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE rOUNOON THE EXLSTING WALL OR FLOOR, ti NILS 7 S 5.5 - - 13 9.5 6.5 5 4 3 - - 10 7.5 S 4 ] - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL F NSHES.ANCHORAGE SHALL BE AS W01G17E0 ON 14 it 7.5 S.5 - - - - 14 11.5 9 8 5 4 - - 23 4.5 a 5 ; 4 - t707ES B.i)a B.2)MINE FOR INSTALLATIONS ON VINYL SONG OR EN'S WITH OR WttiMOtR tA£iAL STNS CONSULT THIS EN NEER D.5 8 5 - - - - 14 72 5 5.5 AL3 4 - 13 10 6.5 5 4 3 - FOR INSTALLATION INTO E0'S WIN METAL SR10S SEE SHEET 20. iT'^Q• 1{ 12 14 12 9 7 6 4.S - ti 10,5 7 5.5 4.5 3_5 - - ^ 12.3 9.5 5 - - _ - 12 9 6 4.b 4 ] - - 4 1 4.a ],5 3 - - - (C, M:CHOSS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICAWNS OF PIE ANGWR-S MANUFACTURER. •14 IO• 10.a 7 5.s 4.5 - - - 1.5 a5 5.5 4.3 73 - 9.S 7 4.3 - - _ - 14 11.3 7.5 6 S - - 12 4 a 4.3 4 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING REUTXWS19P FOR ANCHORS, 12'-0" 14 12 10 - - - - - 14 12 I 6.s a.5 - - - 1 10 5.5 S 4 - - EDGE DISTANCERCIIS 5PA IN SCHF7WlE FOR AMGHOlTS• ' 13,5 d.5 4.5 - - - 13 ,1 65 4 3.5 6 ; 3 - - MMIOMUM ANCHOR SPACINGS ARE VALID FOR EOCE O:S}ANCES RIMA7E4 BELOW,FOR E,O.tESS THAN M HOOATEO,REDUCE ANCHOR SPAONG W.5 9.3 6 - - - - 13 4.5 8.5 3 4 - - 0.3-8 �3 4 - - - BY MUUFLVIhG SPACING SHOWM ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - - - - - 14 10.8 7 5.5 4.5 - - - it DA a 4.5 3.3 - - REOVCEO SPACING OBTAINED USING FACTOR S101L NOT BE LESS TUN M"MUM SPACIING HdCATEO FOR GENµCALOR TYPE 13,_0' n 77 - - - - - I+ 11.5 7.5 a 5 - - r 12 9 e 4.s 4 - - hONAt FACTOR los a - - - 10 7a s { 3 - - - zs ss 4 J - - TAPCON W7FN ADVANCED 2.5 e.s - - - - - /2 9 s 4.5 { - - 9.5 7 It 4 - - - - EDGE TAPCON Au POINT SOLID SEF BLUE TAP W CAP TAPPER + _• a _ - _ - _ 13 9.5 4.3 5 _ _ _ _ 0.5 7.3 5 4 _ _ _ �R p ,4210E TNREADFORIA TECHNOLOGY MIH.SPAdNG 14'-0" H 12 _ _ _ _ 14 10.5 7 SA - - - it 8.3 ab iA _ _ _ g,p, WN.SPACING - J' ERIN.SPACING-3' N.SPACING.3 1/2' MSN.SPACINC-3' J 3/4• 4' t0 7.5 - - - - - 9 7 4.5 J.6 _ _ _ _ 1 5 3A ,3 - - - P CONCRETE& P01}e tE CONWETE am CONCRETE a POURED COHCRIE& 11.3 8 - - - - 1t a 3.5 4.3 - - - - 4 6.5 43 - - _ CONCRETE BIOLK MH ED.J 1 UK EQ•2 f/Y CONCRETE BLOCK CONCRLTE BOCK '�00l 1E SONO3TE BIXX 7b - - - - - 12 9 B - - - - - 9 7 4.S - UK Shy �• ELL.3 1 LIN.COL..Y Inti Ea-3 I/Y E4.2 1/Y i5'-o" u - - - - - - - sa to as - - - - o.s a s - - - - QtADE IRKING 3' _.. _f.0 0.80 1.0 O.TB 1.0 p _ _ _ - 8.5 6.3 4 - - - - - 63 5 J _ _ _ _ 2 1/2' - O.a} t.0 - _ T_ - - - - - IDs a s - - - - - ds e a - - 1N UNISON ?• oat a.eT %o e.a i5 - - - - - I6•_0• 6 10 7.5 S _ _ _ _ _ • 1 3f4• - 0.9i - ----- _ J 0.43 - g p i J _ _ _ 1 1/2- O.3S 4.3 T S -.t = FLORIDA BUILDING CODE(Ron It Vetoclty urricone Zone' i}{+1�`„` l/�`=� 02017 TILIECO INC. 02017 Et1TERN METAL SUPPLY,INC. t� AnS,,S„A„ Accordion 0 �N�.\ Shutter System ILv RADET Willi w/o Kv 15(N"BL" American Shutter Systemsn.x xst61rlm1 BATE otuAli er:ic.' TfLLIT YES71HG &•ENGINEERING COMPANY Association, Inc. 1 oLo is-Drs 7 27 i DALE: o7/2T/n 6155 Mtt.34Th,3t.H..105,Y9igMA CAIiODa,ROAIDA 3)16 - t�'i{Y�_•�1 Fhone:(305+87)-N530.Fox:(305)677-1331 4268 We6troods Drive- 2 -- V0,4 W.- Wes( Palm Beach. FL 33407 s - DR4AWING No oN��ii(S'+ t4 tVAitCR A,iKtR 1r.P.E. { {7-�O7_ P.E^SEjEl 29R DATE FLoarA uc.d 44187 c SHEET 13 np 2a i AUYMUM iLIGH084 OULE FOR Af' ti MAX. SHUITE6SPAN, Ac D DESIGN NEC.&TiyE PRESSLtpE R&i1NG A.uD A CaRRF,gpQN01 4 M011►y�^N(• TYPE FOR G.t�tt R _QIi-Sd�R%REIE B ^K INS'r!1 eT(0Nr (sae uotwtiz L J.x a L as sxaEr 7) !WALK LER a AN+HO SPACING POURED 00f4CRM POURED I END VAXVAu_uaS I Ud",40w o,NOUNTINO Qwul/ET.oOR A(ouNtiNO (g)WALL/MW OVER MoUf4n(la TAPCON OR - f%) tt9al 18GTh4 1Prst13x M1E Q(pn &usu4/(CAA£74f}nrS R1T716(pi sb oLstal KdM6[HESA 9C R42710 T7t &9ESifN 1 OUK P PXM(od TAPCON WITH AOYMCE4 30 401601731901120 160 205 30 10 6017S 90 120 16012M 30140 60 73 90 120 160 203 30 40 60 73 00 120 160 203 THREAOFORM TECHNOLOGY » u B a a / 1 1 7 5 ALL POINT$S4U0-SEF 3'-0• !4 12 10 9 a 6 6 a t2 Yt i2 t2 12 12 9.S T 7 7 7 7 7 7 7 7 5 3 5 5 3 S S 6 USS 14 IZ 10 0 b a d a !2 12 12 12 AS a a 4.5 7 7 T T 7 7 7 4s S 3 3 S '! 5 5 3 . BLUE TAP 1 4 12 10 9 0 e 6 6 12 12 12 12 12 {0 74 6 7 7 7 7 7 7 7 7 5 3 5 5 S s 8 S TAPPER+ N 12 10 9 4 0 d e 12 12 12 1x 1s 8.5 &5 S 7 7 7 7 7 7 5.5 4 3 5 5 s 3 5 5 4 4'-0" t4 12 10 4 a e 6 a t2 t2 f2 11 IZ 9s 7 3.517 7 7 7 7 T 7 7 5 3 5 5 5 5 5 3 14 12 10 9 a a 6 a 12-12 12 0.e 6 6 413 3s 7 7 7 7 7 7 0.5 a 3 5 6 S 5 S S 3 14 12 10 9 0 a 6 a 12 12 11 42 10 7.5 3.5 i 7 7 7 7 7 7 7 54 3 5 5 5 5 3 5 3 14 12 f0 0 p a 6 8 12 12 12 n 9 7 5 4 7 7 T 7 7 &3 4 3 3 S 3 3 5 3 4 3 --0. I4 11, 10 9 D ° p d 12 12 12 12 10 7.5 &S 4 7 7 7T 7 7 7 7 3 b a 5 5 6 5 S 14 12 10 9 a a 6 0 12 12 9s 7.3 a 4.3 J.5 - 7 ) 7 7 1 7 6 3.5 5 5 3 5 5 5 5 4 14 12 10 9 8 8 8 4 12 11 12 9.3 8 a 4.3 - 7 7 7 7 7 7 5.5 4 5 5 3 3 5 S 3 4 'R SEE ANCHOR 14 12 t0 9 a a 5 12 11 11.519 7.5 5.3 4 3 7 7 7 7 7 4.3 &S - 5 5 S S S•4.5 3.6 - $PECIFICAitON$ 6'-0' U 12 to* .9 e e a a t2 12 it to a 8 A. 3.5 7 7 7 7 7 7 7 7 3 s 3- 's 3 s 3 5 ON 5HEEf 13 14 12 10 9 B a 6 4 12 11 8 0 3 4 3 - ? 7 : 7 ) as 4 6 3 5 5 3 5 4 J 14 12 10 9 a e" 6 6 12 f1 10 a a.6 6 ,7s - 7 7 ) 7 7 a 4.5 - 3 5 3 3 5 S 4.5 - 14 12 t0 s 8 a 6 5 12 12 10 a a.3 5 J•5 - 7 _7 7 6A SA 4 S 3 5 5 5 i 3 -0. 14 12 10 a 8 0 ° d 12 12 12 8.5 7 S 4 J 7 7 7 7 7 7 7 6 3 S b S ! 5 -3- 7. 14 11 40 9 8 8 6 6 12 10 6.5 5 4.5 3 - 7 7 7 7 8.3 S 3 3 5 3 3 3 S JA 3 ^^� 14 12 10 9 8. 6 6 a 12 12 &S 7 5.3J35 - 7 1 7 7 7 5 - - 6 3 6 3 5 5 4 - 0 VALID ONLY FOR U' TO +70. -75 14 12 10 9 a a e - 12 12 8.5 7 as - 7 7 a5 4A - - 3 5 3 4.5 a5 - - PSF A.S.D DESIGN PRESSURE 14 /2 10 9. e ° e - 72 I] 0.3 7s 6 - 7 7 7 7 7 7 7 4• S s 3 3 5 5 5 s RATING & FOR SPANS PER ri t2 10 9 a 5 6 - 12 9 B 4.5 4 - 7 7 t 7 3.3 4 - - 3 S 3 5 5 4 3 - 14 11 10 9 a n a - !2 tt 7. a S - 7 T 7 7.5 ° 45 - - 5 3 3 3 S 4.3 - _ SCHkDULE #3. SHEET t 7 t4 12 10 9 a a - 12 1.5 LS 6 s - 7 7 as s 43 5 3 s 4 J12 1tl 9_ a e - - 1212 9.a &5 5.S - 7 7 7 1 7 7 a 3 5 ° S 5 S14 t2 10 9 0 0 - - O.5 0 5 4 3.5 - 7 7 7 6 5 Ss - 5 S 5 S 6 4 3 f4 12 f0 9 6 a - - 12 10 &3 5 4.3 7 7 7 &S S.S - 5 J SS� 3 i14 12 t0 9 6 8 - - t2 OS 7 5.3 4.5 7 7 &5 4.5 3.3 - S S14,513A 10'-O•U /2 f0 9 0 8 - i] t! 0.5 a 5 3s - - 7 ) 7 7 7 ) �s - 3 3 S S 5 S 5 IA 14 12 f0 9 0 0 - - 9.5 7 4A 3.S 3 7 7 7 SS 4.5 - 3 S -S-1 1.5 JA 14 12 10 9 a a - - 12 0 6 S 4 - - - 7 7 7 e 3 5 5 5 4.5 3 14 12 10 0 a 8 - - 1] 9.5 6 3 4 3 7 7 S 4 3 - - - 3 5 3 4 3.5 - - 1 -0.14 U SO 9 8 8 - - 12 10 7 5.5 4s 3.3 - - 7 7 7 7 7 7 33 - a 5 S 5 5 5 5 4 R (/''�j 14 1F 10 9 a a - - 8s 6S i 4 3 - - - 7 7 e S 4 - - - 5 3 S b 1 3 - Q H V BLADE V N LY 14 12 10 9 6 B - - n a aA 4 - - - 7 r T 6A ca - - - s 3 s -3• IA - - - 14 12 so 9 a - - - 1.3&S 3b 4A AS - - - 7 7 4.3 3.5 - - - - 5 4. yA J - - 12,-0•i! 12'10 0 A - - 12 11 6A 3 4 J - 7 7 7 7 7 6 3 - 5 3 5 $ 5 S 4.5 3.5 , it 12 to 9 8 - 6 6 4 3 - - 1 7 3.6 4.5 as[-4- - s 5 5 4.S i .j 4 42 !0 9 8 - - to 7.5 S 4 7 7 a S S S a 5 4 14 1 t0 ° 8 - O.5 a 5 4 Js - 7 as 4.3 J.5 - S 4.5 3.5 3 14 12 10 ° a - 1.6 ab 6 4.5 }.S J - - 7 7 T 7 7 i.3 - 5 S 3 S 3 5 1.3 J.11 14 i2 10 9 e - - - 7 ai 3 J - - 7 7 S 4 3 5 5 3 < } 14 12 to 4 a - - 9 7 4.5 73 - - - 7 7 55 4.a - - 3 S 3 4.S 4 N 12 to 9 - __ - 10[[3 i 3 7 6 4 3 _ 5 5 4 3 14'-O•l4 1] 10 9 - - - - 0.5 4 3.5 - - - 7 7 7 7 7 4 - 3 3 ! S 3 5 4 J 14 12 10 11 - - - &3 T 7 S &S - 3 3 3 414 12 10 '9 - - - &5 - - 7 7 3 4 5 a 5 414 t2 10 - - - 9 aS Jas - - - - S 3 3S } 12 to - - - - t0 4 J - 7 7 7 7 7 a5 - S 3 5 b 5 a 4'_7 7 4.5 5 3 5 4.5 a5_ 7 7 - - -3. - - - T Ss 3A - - - 5 S 3.5 10 - B. Ss J - 7 tT t 63 - - 3 5 3 S 3 4.53 10 - - - - 6 - - - - 7 0.5 4 S 3 4 3.12'to - - - - tos - - - - - 7 7 = - - s - - FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone' .............N /,/.%. 02017 T0.1EC0,W. 02017 EASTERN METAL SUPPLY.INC. 13 IPA k-1 ��C O �N~ �� � �A Acc dion Shutter System ■ N.V. BLADE pt W/OR W/b Kv.Mow MAX *r Americon Shutter System's ff TILUT TESTING & ENGINEERING COMPANY Y cv.N OESCRIMOH OAR &4AWN W. LC. S tJ •. ,� Uf� �: assn N.e.364.sl,s.,los.wR4cxw COMM na4oA 331 Association, Inc. 1 OLD 15-oa5 T/2)1 aa1c: -07J2T/17 (� Pho (3051871-ISA.N. (305)371 1531 4268 Westroods Drive 1 ........ DRAWING ,1414 -T4Ee�C-006ri9'4� West Pofm Beoet•, FL 33407 3 DRAWING No a,/4yAL ENS 4,11 wAttOt A.C110110 a,,P.E. 4 17-107 P.E. SNtys=06RE/DATE notaeA crc.F 44147 5 SHEET y ° 14 OF 20 �°'ty tS cF FT2-' LT ATAiN1NS A4OODNDRttiNS DFE FOR Ruta 5 I.WAG AS.O.DESIGN PRESSIMiE WING+110,- 110 P.0. 2.MAY.SHUnER SPIN:S6' 3.ALLOKO MOUNTINGS:A O.G&R ON SHEETS 8. 7:AS WELL AS t}MOONONGS U.0.T•S'U-11A�1&W ON St"S 16&1�7/ E PMKD WITH 61) EY7ywq�tT ONL Y om.5 �I15f BE INCLUDEDONLY Y AT E TTERIOR ACCESS SIDE OF OF NG +�piti44. it @6 , ♦ ' S.(A) MSNOOY BLADE LCRY ALLOWA MAXIMUM 5 OPENNGS TYP.EA END (3i HOLES)FOR©PERVAt SPACINGS SHOW ON SHEET 4.. 4— (0)UM.CLEARANCE FRI-V TOP OR SWOU EDGE OF W MIAOW RADE tpr MA1L.5 wRi00WS , ♦ s A ♦ OF W30 HOLE FOR b)SMALL RE it. ALLOWED AT HV Ouf WiND01Y RIADE (C)i1RST OR TRADE CCMWC OUT TROY STARTERS AT ENDS YAY BE HV ` WINOOEA BLADE 9 ♦ s t , /� ., +� lROUG(D)HV WINDOW BLADE "L�'NUS7 8E USM ALTERNATE TO A SOLID WEEADE 1U AHQM SHUTTER'S WATIL, - iRWttES SHALL ALWAYS BE WALLED ADJACENT TO A SOLID HV • • , gg • ,, CAT artim SIDE OF THENTHEN.•I ` + #TS , (F)POLYCARBONATE W MOM 0 SKU BE INSTALLED SO r4M TABS FACE SEE 99 7NE INTERIOR OF THE OPENING BEING PROTECTED.HV MOW{V UUST BE CONNECTION , , , ♦ , 4 ,` ` ONLY INSTILLED AND LOCNEO USING A Rr SEM9G TOOL PROVIOED BY ASSA, DETAILS ON SHEETS tI INC. 10& 18 TYP. (" bA FULL HEIGHT. &SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAUE R d OULWIGS ON SHEET 15,AS LPIRED ITT SPAN AND DES"LOAD(SEE NOTES P P AM 1 1 &2 AMI). 7.SIE ANCHOR SPACING SCHE!!VL$FOR N5TAtLATiONS INTO POURED C61;R E OR CONCAEIE BLOCK WALL OR SHEETS 12&13 IS UWED BY ! SPAN AND DESIGN LOAD(SEE Notts 1 m 2 ABOVE). R.MORUUM SVARATRNG TO GLASS SCHME.PER ASTUI F-1996: @(SEE PLAN FOR REOUREUENTS) (��yp ��fv3' L ND ZONE MINIARM SEPARATW TO GLASS 5 TYP TOP&BOTTOM 2}oA. 6A (i 7 , -- ------------'NUTATED TOOTH --- - 1 THRU 3 1` ' Wt.SIPARA71ON TO CLASS ELEVATION SEE 90,10 £ON SAW 11 FOR BLADE G- E%'STING CLASS"� Rap ON THIS g�FOR ELAM(DA I Typ, SYMM RICAt CENTERMATES 21 �g W/ OANO J Vl O v,( EV SE NOTE 1 ADCNC) PIAN \, `•x4- 25 / r` TYE)CAL (i) HV BLADE WORKING IN UNISON WITH FIV WINDOW BLADE A SHUTTER* ITT'F" ''"� FtORiDA BUIt(NNG CODE{Kan !!gh YelDcit Hurricane Zone' Lit Q.. .••• t/- ,m2017 RtTEtO.INC. ®2017 EASTERN METAL SUPPLY.INC. ,a ............ 1AHVT7 J.• p►..�1�' ►..moi.Q. y TIL E C O m�. Accordion Shutter System * ; Kv. BtfAE�) w/CR yr/o N v vac naw MADE American Shutter 5 elema 't d' Y Ev.H auurTi6t DAZE DRAWN BY. L.C.4t>; 7ILUT TESTING & ENGINEERING COMPANY AOSOCIation. Inc, _ t Oto 15-085 7/2?/ OxXi 07/27/17 A' 6355 N.N.zow St..St,105.VACYSA OAMENS.Rdi.'OA 3316 4268 Westrioads Drive• E 0 CSA 1 P,a,.:(105)871.1530.F6.:(305)871-1:,31 DRAWING No e G� .......... a-.Qh Ilt...a.W.c.. West Polm Beoch, FI. 33@O7 3 S/rjuA4 � IB-Boo67,9 17-107 ` WTLC SIA HLUT:r.P.E T TLC LID.1++167 5 SHEET P.E. SEAL/SIGNATURE/DATE c 19 OF 20