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HomeMy WebLinkAboutProduct Approval arida Building Code Online https://www.floridabuilding.org/pr/prapp dtLaspx?pamm=wGEVX... NAL� � �.:Y.ztj, 4 - ,u.�i-� SCISHorne LogIn User Registration Hot Tbp3cs SiAmR Surcharge Stats&Foci, P M=Wns MC Staff Bch SU MaP Unf6 Seatih bri =} Uct Approvalrt�� usrr . Pmcluqpmval Menu>agdu gLftnkatbn Sea-rrh>Aoohation Ust>AppAGIttmt DeUa MET FL* FL389-R9 Application Type Revision LREE: Code Version 2017Application Status APp—�Comments _ ;;,,sting Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeefey@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetai.com Technical Representative Address/Phone/Emall 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 Evaluation Walter A..Tllltt,Jr.P.E. Report Florida IJcense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checidist-Hardcopy Received Certificate of Independence FI„i5�..?.9_CQT_AFfiJrAPt_SHIITf!?.SYSlEMGr?C,tPI ,.DI?A�°tWG 17-14�7..-C�RTiF1CpTE. GF JI D—Ef`E PEidGc';t°FJ FL�8�t9�0_�E_R�[3fd S�l)TfER SYSZEM$ASSOC•.I��DRANlING 17-10� F If�C8'UQNOF�k-PEEyDENCE[2),eOF Ftaoc art CfT'•.;rt�S?T 3n,c'::iai%iTFt cTF.._Q t'f'...,^Y^cx 17;e-no �cn7Tcir fyiF jl, gPENDEKE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D of 2 1/4/2018,5:19 PM arida Building Code Online ht(ps://www.floridabuilding.org/pr/pr_app_.gti.aspx*iparam=w(iEv.x... Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL# Hudak Number or Name Description 389.1 Bertha KV Accordion Shutter-Blade 3-(Non- Extruded aluminum Interlocking blades retained by tracks(top and bottom)for HVHZ)-Drwg 17-108 storm protection Limits of Use Instattation,Instructions Approved for use In HVHZ.No SKRYUIiyGHA 13V Approved for use outside HV"7-*Yes AQC D 0 717ER.P QB-L_N SKVIT R JL_$YS --QF_ Impact Resistant.Yes Verlified By:American Test Lab of South Florida km Design Pressure:N/A Created by Independent Third Pasty:Yes Other:Large Missile Level"D".Max span is I2-3'for 40 psf positive ASO toad Evaluation Rqmzft and 13'-0*for 35 psf negative ASID load the HV3 bladevolo vAndow tstadeT-r for 110 psf ASD load for HV3 blade w/o window blade and 8t-111 for 62 psf, -WALRAMB-SUMPHT-IM 9'41"for 55 psf HV3 blade wjwIndow blade working In unison.Max.span for HV3 Created by Independent Third Party:Yes blade w/o window blade for Installations Into Metal Stud walls Is 79'for max. ASD pressure rating of+72,-72 and Sr for+K-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Aoourdlon Shutter-Blade I Only- Extruded aluminum irsterilocking blades retained by backs(top and bottom)for (Non-HVHZ)-Drwq 17-107 Storm protection Undlis of Use Iris itatt"instructions Approved for use In HVHZ:No 5 S f Ag50C e 10 Dg6KJ V4 Approved for use outside HVHZ-yes BERTHAp�fClgp)OJ SiiTEg_SYSTEM PDF 1 Impact Resistant:Yes Verified By.AmeAcan Test Lab of South Florida Inc. Design Pressure.N/A Created by Independent Third Yes Other:Large missile level"D".Max.Span is 16'-0'for 30 psf negative ASD Evaluation Reports load depending on centermates and locking rod configuration far the HV1 blade, EULB 9-R9--AE-AN_E-RICAV[_ I{i�TfBR SYSTEM A nr TNN nDawn-- 8'-()"for+64,-72 p.sf.A.S.D.load for HV blade for Keystone mountings 7=O" M-DCT QLE_YA _LVAT-10A�QTPKF p.s.f.for metals stud mountings and 8-0"for 110 p.s.f.for HV1A working in Created by Independent Third Party:Yes unison.See sheets 7,11 and 20 respectively of Installation drawings for allw spans and pressures. .......... 3893 Bertha HV Accordion Shutter-COMBO-(rdon- Extruded aluminum Interlocking Wades retained by tracks(top and bottom)for HVHZ)-Drwg 17-106 storm protection Unifts of Use litstaffation Jinstructfons, Approved for use In HVHZ.No F! Approved for use outside HVHZ*Yes A Impact Resistant.Yes Verified By.American Test Lab of South Militia Thr- Design Pressures N/A Created by Independent Third Party:Yes Other.Large missile.Max.16'-0"span at 30 p.rO ASD load for Blade I and Evaluation Reports i 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 respectively FL389 R9 AE AMERICAN sHUTiSYSTEM SSCIC INC DRAWItyf� EVALUATION jZfEQRT.PDF ---------- Created by Independent Third Party:Yes ....... contact The State of Honda Is an APUIED einpbyer. Under Mt1da law,emaladdrosses are p4ft mMr&s.If1mudo net want yaw eindzdfmss t itaesfwrseto a ptoumcords reqaest,do not send ekdrofftma2to this ft-Ay.7eSW4 Contact UM office by Phone or by trail oat mai,iryou have any questions,plasse mr4=850-4137.139S,-Pursomftto Sedion4SS275(l),FbM3S=Aes,effectbaodober L 2012,kenstra-stmasedunzierch3pter 4SS,I-'-rtnist provIde the Department with anernal address fiber hamom Tw ernaR3 prautfadmarc be used foreffbalcoronumbtation vaththe crensee.Howeverentaaddesses arepub5z tecarts.ifsaudo tot wiebto supptl a personal address,please provide the Department with an enia address ahth can be ateda&rdlablato the pubtr-To daten,Ina ifyou area kensee undarChapter455,F.S.;Asase dck haze.- PtGd2dAFFovWA—j;ft M�-X EH Credit 030 safe 2 of 2 1/4/2018,5:19 PM AL—NOTES- I.GENTM&H:V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.T HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT HE INSTALLED AT HIGH VELOCITY M1 RICANE ZONES. DESIGN WIND LOADS SHALL Be DETERMINED AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE,FORA BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TA,13LE OF CONTENTS BE INSTALLED WITH A LIIRECRONALITY FACTOR 94-D.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE"MUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON,SHEETS.11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER.ASCE 7-10.SHALL BE FIRST REDUCED TO ASA.DESIGN WINO LOADS AREA I: ,�'IV BLADES(1) BY MULTIPLYING THEM BY 0.8 IN ORDER TO COMPARE THESE VI/MAX.(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 78&20, GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS aM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1,60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYS'TE61-COMPOWENTS 21-37 SHEET 3 ATL REPORTS: GERTRA KV.ACCORDION SHUTTER SYSWS.AOEQUAC(FOR WIND AND LARGE MISSILE IMPACT LAM HAS BEEN VERIFIED,IN ACCORDANCE WITH SECTION HE 1609.1,2 OF TABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -LTV BLADE Q 0214.01-03,{)07/5.87-03,fIODa.OT-OS.#1274.01+06, 0377.02-06.I)06D9A1-10 AND$0210.01-1 t AS PER TAS-TOL,TAS-202 AND TAS-207 PROTOCOLS AND ASTM E-1888 AREA.2: HV BLADE(1)AND HV WINDOW BLADI" 1�A1 AND E-1996 STANDARDS(MISSILE LEVEL 0.WIND ZONES 1,2&.3).&01220.01-10 AS PER TAS 201,203&:203 PROTOCOLS LARGE MISSBE• .(WHERE APFLI9014 -HV.WINDOW BLADE m 40505.01-O8 AS PER ASTM E-1086 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 111 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLACK SHEET 6 2.LTV BL40£I .AND FIV WINDOW BLADE Q ARE ENGINEERED 710 WORK.IN UNISON WITH EACH OTHER UNDER'INE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INS(AU.ATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA.H.V.ACCORDION PINS(LTV SCREWS),USED AT SLAM KNUCKLE AND FOR DIRECT MOUNT'CONNECTION TO TRAOM SHALL BE#.14x2.95'AND1F74x7.75'RESPECTIVELY,410-Hr MINIMUM SER16S' CENTERMATE DETAILS KV SHEET 8 STAINLESS STEEL SCREWS WITH 138.0 k91 YIELD STRENGTH,AND 180 ksl TENSILE STRENGTH.PINS SMALL BE COATED WITH BERTHA HV DACROSHIETD C9TING'SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS FLU SHEET 9 CQAaNG APPLICATORS.REGISTERED WITH AMI wAM SHUTTER SlSTEMS ASSOCIATION.PWS MUST BEAR THE HV MARKING ON THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SMALL 8E ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3,MINIMUM YIELD SWNMR FOR 6003-T6 ALLOY IS 30.0 k9I AND 35.7'ksi FOR END.CONNECTION DETAILS 1-6;CONCRETE/GLCCK SHEET 10 6005-75.ALLOY_ MAXIMUM SPAN TABLES SHEET 11 YIELD ALL SCREWS TO BE STAINLESS 304 OR AS PER DIN 316 AISI SERIES ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 12 5•AND SHALL COMPLY W/ DA BUILDING CODESECTION 4 .3. CORROSION RESISTANT COATED CARBON SIM 50018TH 50 ki.M PAsIN. LD STRENGTHAND 90 W,.M{W.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 ANCHOR SCHEUULE-CONCRETE&BLOCK SHEET 14 6,BOLTS TO BE ASTM A=307 GALVANIZED SH:EL.OR AfS1 304 OR 316 SORES STAINLESS STEEL,WITH 35 kst MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE 0: 12:13.14,15 AND 20 )NSFAUADON DETAILS 6{-R,WOOD SHEET 76 HV BLADE 0&8 WORKING IN UNISON: 12, 13&15 osmu DON'PErms 5-X,WOOD SHEET 17 &THIS BETRHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT#6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT/5458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 h X,WOOD SHEET 18 METAL SUPPLY;INC. S.IT SHALL BE E RESPONS931UIY OF THE CONTRACTOR TO VERIFY THE'SOUNONESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCNORAGE UK CONTRACTOR TO SEAL/CAUA I-j�WIHDOW BLADE ON THY ALL SHUTTER COMPONENT EDGES WHICH RETAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT VAND/RALN INTIiU516N_ 1YPICAL.SHUTTER ELEVATION SHEET 19 10.EACH UNIT!JUST BFAR,PERMANFNT LABEL.IN A VISIBLE PLACE WIM WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LDCK ALL HV AND HO LOCKS. AREA 4: HV WINDOW t3,ME(T)ONLY. 11.SHUTTER MANUFACTUREWS LABEL SHAD.BE LOCATED ON A READILY VISIBLE LOCATION A7 ACCORDION.SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTAIX"ON DETAILS.METAL STUD WALLS SHEET 20 PLACED FOR.EVERY OPENING.LABELING TQ COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISTXGBaH WHERE _PERMIT MS APPLIED TO. ' 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC ARD DOES NOT PROVIDE INFORMATION FOR A SITE SPEGIRC PROJECT:T.e•WHERE THE SHE CONDITIONS DEVOTE nWif THE P.ED, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND,INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES N07 DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE commoNS DETAILED ON THIS DOCUTRU MENT.CONSCTIGN SAFER'AT§TIE IS THE CONTRACTOR'S,RESPONS UTY. (a)THIS P,E.C,WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA Rd SPONSISITE HLE FOR THE PROPER USECTS'SHALL BOF SHE P.E.D.ENGINEER OF RECORD,ACTING AS AARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT DE2EGAYED FNGWICH EM TO THE P.E.D.ENGINEER SHALL SUBMIT TLL BECOME THE ENGINEER OF RECORD O THIS LATTER THE SITE 5 Ea CPROJECT AND HO WILL BE DRAWINGS FOR REVIEW, (a)ORIGINAL P.E.D,SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. MT(R�mo•">yo FLORIDA BUIIUING CODE(Non High Velocity hurricane Zane 02017 TILTECO,INC. .m 2017 EASTERN'METIU,SUPPLY;LNC. 4; ENS**:p T i�VTM QimAccordion Shutter SystemA ■ Kv.suits#1 W/OR KV wit WN slant q TIWT TESTING & ENGINEERING COMPANY ,American Shatter Systems Ex H DESM"10" UA7L bR— 9h. LC fT*> 6357 TAW.363 5!.Ste aDS,vwemu DakpO s AW DA aa,s Association, In DID 15-OBS 7/27 1 DAM 07/27 17 Panna:(�03)sit-1530.Fax:t385)87t-1531 4268 Westraads Drive 2DRAWING A'a '�Uttisl" i� a-ma� ao l—m West Palm Beach, FL 33407 s t L 0/L "'s`j "Allot A RLLMT P.E. a 17`i - } P.E.+ At�$1(3NAf(lftEfDATE RDw9A LIG®331sT 5 SHEEP 6 1 OF 20 —VARIES. -- aT- 4.667« I. .9 4" .. ! .376- tr 1 HV_ SLID BLADE 0 HV 90•f 18Cr STARTER HY UHIYERSA FLOATER m� QUALIFIED&R usl w/ COVERED UNDER US PATENT 54581379 n �L7�7p.,� {c^r aUALIFIED FOR USE VI/HV BLADED HV bMREC-T MOUNT HV BLADE 1 HV WIND p,.yy �()£�,+' 6005 TS ALLOY AND TEMPER QUALIFIED FOR U(,1)EE W?.-liV 6063-T6 ALLOY AND TEMPER -SEE "MITATIONS OF USE OF BLADE�_g ON SHEET 19 r».. �' '+ -^ v BLADE Nb ^: y 6043 T6 ALLOY A 'TEMPER" .t24' o 6063-76 ALLOY ANO TEMPER �':`.'� V-- a YdF..y 'i 1' ,.� h �Yp" 6 b 2670' ..3 SSG �,,f. i 394 7 .00U" s .570- 226" N e ` `�'�`. � t j 072 �g 642 r:✓' • o `\�S�k 3 1' 4.a97" .615' 2.09Z" 7 7 HY ADJ. ADAPTER W f LIP s �w o ,z QUALIFIED FOR.USE W/HV y-: �'�y WAS OVER. TRACK - -.5.920 . ` 4, BLADE Q QUALIFIED FOR usE Yr/ HV yV TRENCH TRACK -i 5s" 3:760" ' AD,J. FLOQg,'(RACK ye;y ..60fi3-T6 ALLOY AND SEMPER-' BLADE(l QUALIFIED'FOR USE W/ HV 1 QUALIFIED FOR USE W/ yY?;, �z- ;,� .,,,�"," '°f"' 6063-T6 ALLOY pTfD TEMPER BLADE01 ONLY, tit HV RA,INGUARD BLADE(� 60k3-T6 ALLOY,AND TEMPER QUALIFIED FOR U E W/ HV 60633 T6�ALLO�AND,-TEMPER ( VARIES 1.936' 6063-Tfi ALLAY A D TEMPER c 1917". e d83• 063' m's ;'` " A63' ""`y •t}6T"* ao &93 .100` II .S'i N. 670' v .191 3• .093'$ . EFS 0' ,1S 1• }: S 670 7.666" r `�, } } 676 0 35 3,520,11 HV CEILING N€AoER I !{V HEADER/SILL ht tr HD CEILING HEADER/SILL '67b QUALIFIED FOR USEBADE(1JJdLY `-� Q FIED FOR USE W/HV BLADE� L `IONLY, 6063-T6 ALLOY ANp TEMPER,„}„- QUALIFIED FOR USE W/HV'BLADE�1� .141 H() N�h�HEADERfSILL SEE SECTIONS FOR VAI.ID1TTYY�- � �� ,r f °; .SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE VI/(�1,J' HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER. BLADEONLY- ,s 6063-T6 ALLOY AND TEMPER CCUPONENT A D T1 T2 X. Y t eMl..x fdN.Y Mn t + y, z" 1 z- 30.125- 1, 1• 1" ;0fy2 17 2^ s"MAX. 1/6" 1/6" t s r (b.c9o" ;10 2' S'MAX. 0.182" 0:192' f6 SIDE ANGLES CORNER POSTS QUALIFIED-FOR USE W/ HV ALUMINUM ANGLES (19 2.5- 7-Mo. 6.19D' o;190" ALIRED-FOR USE w/ HV BLADE QUALIFIED FUSE 5V/HV BLADE(a1 6063-T6 ALLOY AND TEMPER. 6063-88 ALLOY ONOYTEMPER "$ 5"MAX.i 0.139' 0.731" 6063-T6 ALLOY AND TEMPER eo�a�uii�>y FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone otk11 t. YC '' 02017 DLTE00,INC: I@ 2017 EASR]2N METAL SUPPLY,IND. � �� > s`�;'��tl' �_o , BERTHA HVTM stemFAccordion Shutter Sy AxS■SAE . H.V. BLADE#1 W/OR W/0 H.V.W WOW Mgt - American Shutter Systems .N .OESONPRON DFTE ORA'xN 6Y: LC. TIWi TESTING*& ENGINEERING..COMPANY ? i3Jq]E QIL ; d3w Im.366;.St.,5a Sas,,n9�,a t ra�+s FUMDl 3316 Association, Inc. 1 OLD 15-06507/27/11'Dn1F 07/27/5 t Phono:(305)"1-1530.F-:(305)671-1331 k�68 Weatraods Drive 2 DRAWING No y�'' tt° _0�1` Q�9eg.rom West Palm Beach. FL 33407 4 e VJJ'11��P ,••+`',,,�'�li{ WALTER A TOM.P.F_ 17-107 P.E'`BUJ i!=1�OtY�Td:�Ef HATE FLORIDA Ua d 44167 e SHEEC OF 20 % -2oxi DIE 0, T HEAD 'Hou aka 334' f 4'90 rZl %LN0 EXAMS tz Tw.) . h N A"XEMIO PA!NlEl TU Ci D 214 Pum) f, 325- o! HV.LOCK QUALIFIED FOR USE W/14V BLADE{I k.ONLY BY FLOATING Q ­,. HY EGRESS LOCK., 6663-T6 ALLOY AND'TEMfjE `l" QUA ED FOR USE W/HV BLADE I & ONLY 3-023- 15, QUALIFIED FOR USE:W/HV QUALIFIED - %, IILADE� '&ONLY. (BOR USE 6063-T6 ALLOY AND TEMPER Q2 ; HV_C0 0,kz RNER CE 4. Q LIFIED FOR USE W/ HV BLADE I I ONLY -25W DO. 6063-T6 ALL PLASQC HEAD is- 9 :2* MOLDED 19 d� f 4.045� SCRM 1 2.079* 1.753- -1 r Lr36W ATTER RIVETIN3. Y.21 N� 4o .08 825! BEFORE RIVETING '1/4'oj0_-20 x 3/4' i S.S. THUMBSCREW J./A"-0-20 RIVNUT* & !6 q i SERFS 94"A1.140"(2024-73 AMM LARGE nANCE THIN SNEU NUISM,PAW P OM,AS 14ANUFA01URED Sy AVOEL R.qi HY MALE "T" LOCK .0 TE 4.11 CtWfW TDOORN,PARSPPUff.NEW JSISEY 07654 OR EQUAL 17 LOCKER FOR "T' LOCK CEN JERMATE QUALIFIED FOR USE W/HV TElAE(DONLY LOCK CEWE ATE BY "T" LOCK MV ALTERNATIVE LOCK ALLOY 6063-T6 ,NO fjV FEMALE "T" L QUALIFIED FOR USE QUALIFIED FOR USE;V/ HV QUALIFIED FOR USE W/ W 13LADEOJONLY OUAIJFIEO FOR USE W/HV BLADE MONLY W/HV 13LADE(:I)ONLY. BLADE(j)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TFUPEV 1,917 3.161 ;o THUMBIURN o6y A63 0OYMD 0 21V .62 W1. 0.875"Mi.. alit -NI) dENTERMAT 0 P 611 F W/ E�M OD fg, HI) CENTEIRMAJE wl OCKING RODNI� 0 QUALIFIED FOR USE i�_��, V 8, QUALIFIED FOR USE W/ HV BLADE Q)&QAI BLADE 6D65m;TV_ALLOY A_N'O`YEMPER,,_ 6063-TS ALLOY AND TEMPER '`-7' HD CENTLEMATit"S INSERT VARMS.- QUALIFIED FOR,USE - AL 063 Tb'A{lOY% HV BLAOECI,&.@, /4-0-20w (SEE MIAtvm VUMDTURN 00 MWER OR KEY CYLINDER 1.78 Mo.. LOCKING ROD /H," -.4 317$10 14 LOCK 4�. QUAUFIED F01? USE W/ HV BLADE,(�)P' 6063-T6 ALLOY AN•D TEMPERt-- Hy 3 no=-j-6-ACETAL V3 W jlt/4,oj0_—Z(0_) AAlMSI 3 HV 2- _04&_ BY REGENT WOVIARE MOkIlSt LOCKS SEERIES 2333-NOOK BOLT LOCK. S UM HOLE S.S. S_L UM C QUALIFIED FOR USE W1 HV BLADEq)& CA, 4__aSC WILL REQUIR�-�'K 7/16 DP5N'NSTA��ION THUMBSCRE) It *FIED FO DRILLED AVTkACKS;-TWPR6PFR EMBEDMENT OVAU 0_V;WYjZ_HV BLADE(j) QUALIFIED FOR USE, FLORIDA BUILDING CODE,(Non High Velocity Hurricane Zo ne, A. O­111_41� 02017 EASTERN ACETAL SUPPLY,INC. BERTHA HVTm vSaSA .,Accordion Shutter System 7 1 =TIL ECO ■mc- \ An a- ULV_DAVE#1 W/CR W/O KV wtrmOW BLADE TILLIT TEs)nNo & ENGWEERING COMPANY American Shutter Systems 4EV.W. DESCRIPTION DATE DRAWN Or. LC. Astoclallon, Inc. I OLD 15-085 7/27/1DATE 07/27/T7 STATE.& 3M _07 - -- (305J9rp 426E Westroods Drive 2 tat..6.0— West Pdtr,6 Beach, FL 33467 -S DRAWING No .......... I IWT Jr.P.E 17-107 WALTER A. 4 FLORIDA U.f 441V 5SHEET P.E. R .6 3 OF 20 UTTER—ASSEMBLY SCHEDULE FORCE - ---- HV HV A 41 12 Tel 9L0E. P 0625" Q7 HV BLADE 1 40 3� i GE 1 .1876' OE / 4 I ". �,. 1 145h FN WIN OW BLADE .002`t 5 .0826 .0825° ® HV BLADE 1A `✓ I�! I t875 Y HV LONG RECESSED NYLON,BUSHING o Y I n KNUCKLE 0 OFENIN .0625 q 1.. N (TYP) 0.0625• *HV SHORT RECESSED NYLON BUSHING �G HV NYLON HAT WASHER OR ( N N 1 FUT PORT ON mR RI,75i 3 so" .HV WHEEL-CARRIAGE AISI'302-303 SERIES } I ( X44 t n 44 f/C2. 5p` % 0,870'x3/16" THICK NYLON WHEEL.. 3 { � -�` �tlltt 2 7/8"UM.) fiV tv N00Cr i CLEAR 0.188`x0 AISI 302 SERIES S:5. RIVETS ! 13i5"o i 6EPRfTiS?Ni 03•D --J B�♦� .D629' •7.7500' ® HV 1 3/4" ACCORDI4N PIN W/ $ HpAD * EXTERIOR 5 4, 5 ��yDy62y5 o OPENINGS ON C *3 HV 2 3/4"ACCORDION PIN W/ #6 HEAD k 41 4 " 475" F2 I/4't �7�gDFlsmv l B [TYPICAL HV WINDOW BLADE AND 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW I I r-; _ y � � 7 I j N 3 POLYCARBONATE HV WINDOW DETAIL 43 ©OR 0 r"A2 or 9 uvs- R54UIaE TE Ell POLYCA 13R DNAIF WPACT RESISTANT HV WINDOW I I SAYER.MAKROLON 3103 POLYCARBONATE * 1 Y { I 12"MIN,c GE RESINS, UV-STA8JUZ£O GRADE OR WIC: t J To BLADE Bo M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19)- (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR Nye BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/ HVQ OR I POLYCARBONATE SOURCES FOR 4 � HV®BLADE. TYPICAL SHUTTER ASSEMBLY I I1.EXTERIOR A,PLOsE 6=T - M PRVJ am STAMMO HV PIN @01 (a AT RFF"M unua/smxc N (2} HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT dG�kIOR- Bud's KNUCKLE." N 1: r EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q 00.324 (SEE NdrE*FOR SpOemc¢MTV ASTM 07V Mw ro/m' 0.043 m74 BLADE WHEN CORRESPONDING TO INSTALLATION `I1", SHEET 7. 04s _� @ 3 REOUIREMEK75) MNAWMAL TYP 0 i MIME S1F22I STiiE--M AM=3 8.400"1 RAW Rc:. MJ 30rn0 (3) HV PIN ®OR W/ 1/2" O.D. 1/16"THICK S.S. WASHER . Rl } ° ? n uR"L u0mum Ar T E u AST!07e0 a,s8o t oi. ,3.400 ,at SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8> I am=, °IIS sat "45400 amu. .010GII am alu Dass IR FT-a'/'. 17 FT-ffi/m SHEET (RIF '•INR IXaWLTFFISRLR WHEEL 'CARRIAGE DETAIL e,�Dasm ASW 02843 47.2% 645 R M Ff s. f5SEMBLY LAYOUT RACE Cr wWM ASRA GM o-1 C1Ass C-1 cuss 9 �CNIl10N ASTM 01829 1040•r R68•r AM DSSS 7MLE pYMM M 49M wall,Ra. ASTM 838 F302 feu 4040"1 }0 HV BLADE SOLID & HV WINDOW BLADE DETAILS 7Vt=SWdM WORE WATHU= ASTM B3R 8451 r.n.L Nk80 p.,6 N.T:s. j414k tv D FLORIDA BUILDING GODE(Non Kigh Vmocity Hurricane. Zone F lh ........ ° 4 .y`'• W G2617 TILTE'CO,.INC. X2017 ET_STERN METAL SUPPLY,.INC. :.v�sss �--Olf R RTHAIL A.S.SsAw Accordion OWR Shutter System American Shutter Systems HY HAE)£ i wj CR Vt/0 NY.iMt1]OYY BttDE " TILUT TESTING & ENGINEERING COMPANY EV.N DESCRIPTION DAIS DRAIM W. LC. Assoelatlon, Inc. 1 OLD-15-085 ' �i('..••..� 4311'1�`.�'��F qt .ws5 NW.rein.5t.ue.:0s.wRwwA CAnpB+s.FEORmA 331s /27J1BATe: 07J27J17 ,,(F—I.. ,,.,.• ,FS,^.1g'4T Pnone:(3DS)671-1530.Fmr:(30.5)871-1631 4268 Westraads Drive 2 DRAWING No 1V79�"' 1141 0-mol:Ultac0a401.com West P.airn Beoah, FL 33407 3 l9 6• EB-0000719 t.�"f O� • „ • Y/ALTER 0.TILUT dr.P.E. 4 1 I P.E. SEAL/SIGNATURE/DATE FLOR OA U.g x4167 8 G SHEET OF 20 C + 9 *NOTES ON IiV LOCKS ANS CENTERMATES- -1.MOWATDRi CONDITION it:ONE HV LOCK IS or a 5FtALl.BE USED AT 1J2 OF SHUTTER SPAN FOR ANY SPAN 1 OR 12'ABOVE OR R OW 2 OFSNUTTER SPAN FOR SPANS UP TO 105' AND FOR MST TIONS T ANY ELEVATKIN..HV LOCK or MAY BE USES AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TY1�.OFt CENTERMATES W/(2) 1/4.0-20 x 1/2"LONG FLAT HEAD S.S.M.S:LOCATION OF LOCK SHALL BE AS INDICATED ON � TYPICAL SHUTTER ELEVATION. O'tt1Q' „;};IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV (0) 91 LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKV TO CENTERMATES v OR SHALL BE AS INDICATED ON NOTE(t)AOCVE LOCA ION OF LOCKS SHALL*BE AS INDICATEDON TYPICAL.SHUTTER ELEVATION. itvA 3 .OPTIONAL CONDMO14 02 ffit(0 ONLY WHEN MANP&M&CONDMON-"R LIMITED 1AANDATORY CONDITION �7 1s t;cT:O iy�y$j H.V,IgOKS}•LOCKING RODS ARE NOT REQUIRED AT URRtCANE POSRION; BUT MAY ° 4 5 9-96 87a°R,�^ BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). - v 4.MANDATORY ODNnGTON�ONE HY LOCK Q3 @ S„ttALL BE USED AT CORNdR CENTERMATES FOR ANY SPAN iA ' AND INSTALLATIONS AT ANY ELEVATION.HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, A7TACHEp TO L3 CORNER CENTERMATE%(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S.M.S.TWO LOCKING BOOS>� AT TOP&BOTTOM SHALL BE USED,LOC MON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. {';({3 xDFevc MAXIMUM SHUTTER SPAN.SHALL,BE DETERMINED AS PER SCHEDULES SHOWN*ON SHEET 12. $_3 � 1 •ONE ALTERNATE.NV LOCK MAY BE USF,L}.,IN LIEU.OF HV LOCK ar_ FOR ANY SPAN,ANQ _ } 'B INSi TiOPIS A7 ANY ELt1+i1Tt0N.AL ERNATE LOCK §MAY BE USED.AS AN". OR OUTSIDE LOCK.ATTACHMENT 11 l OF 1/4"0'-20x3/4"S.S.THUMBSCREW TO 6 OR.@' CENTERMATES SHALL.BE MADE W/ 1/4'0-20x3/4'ALUM, i3 RNNLTT AS SHOWN ON SECTION HVE,SHEET B.ONE LOCK SHALL BE USED AT 1/7 OF SHUTTER SPAN OR TWO i RAJ � uf sa 0 LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDATORYFO_E�KEYSTONE MOUNTING INS=J=NS: ONE HV(AGK t@ or Q3 SHALL BE USED AT 1/2'OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 13CLOW 1/2 OF SHUTTER SPAN FOR SPAN$UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.HV COCK @ or�S'or @ MAY BE USED AS AN INSIDE OR .OUTSIDE LOCK,ATTACHED TO Q,or SYMMETRICAL CENTERMATES W/(2) 1/4'-20.9 1/2"LONG FLAT HEAD S.S. SEE -J OR US; LOTOPANO BLLOCK SHAd BE COMPLETELYAS INDICATED DICATE TO N TYPIC SHUTTER ELEVATION, USE OF LOCRING RODS(S W/a CONNECTION DETAILS ON i. J X L N I O A V W k - SHE£TS 10& 1e'TYP.FULL !1 NOTES ON Hy "�- LOCKS AN!) CE•{11TfRMATES: M°oHT OF CORNER CENTFl2MATEAND "1U1iAE°Wi 1.SECOND ONE ALTERNATE HV'T'LOCK IiTAY BE.I. ALLED IN LIEU OF HV LOCKS 0.OR FOR ANY SPAN AND G'loA,r'l�fclr 7 09 B on 10+(1'lgi , I STALLAIR N AT ANY ELEVATION.AL TE LOOK Y BE USED AS AN INSIDE OR 0 ADE LOCK.ATTACHMENT �'�7 OF LOCK INCLUDES,USING R13NFORCING LOCKER ;AS SHOI'IN ON SECTION HVO,SHEET.9,WHICH MUST'Q£ }O.}Ston�+ } . i oy •--� CONNECTED TQ CdMIiATES @ AND @W/.1/4'0-20 x,1 1/2'LONG S.S..THREADED BOLT W/"7/8Vx 3/32' WINGNUT OR�W/1/4"0-20x1'S.S.M.S. INTO A 1/4%516'RNNUT.LOCK MAY BE INSTALLED.AT MIDSPAN OR 12' + -+ j yl +0.�oa MNDMUM A80VE AND BELOWMtOSPAN.US£OF TVtO LOCKING RODS 0 TOP AND'BOTOM IS MANDATORY. �+@$aA�r®ono+@1 w C+�"}8 a?log+Lf 3,ja 1@-055-(D.� *NOTES ON Hp LOCKS CE ' ER�A���S' 1. D LOCK D CENTERMATES OR 41 9-1,1Z:ON£ALTERNATE HD.LOCK MAYBE USED IN UEU OF TYPICAL HV BLADE SHUTTER ELEVATION HV LOCKS OR���'777�g FF09 ANY SPAN AND INSTALLATIONS AT ANY pE noti.ALTERNATE,ND LOCK.1@ MAY BE USED N.T.S. AS AN INSIDE OR OUTSI LOCK.ATTACHMENT OF HD 2RCK it�4 TO(g IS W/3 is x 3/6'F.H.$.S.M.S..AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS H00- AND HOC-LNC,SHEET'10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MA)GMUM BELOW OR ABOVE MtDSPAN.USE OFLOCKtHG RODS igl IS COMI`LETQ.Y OPTIONAL... 7JrrTJJnasiooev�a FLIOWDA BUILDINGan High . elocity Grricnne Zone LDL �\", �i•0 02017 TILTECO.INC. (92Ot77''EAA'jSTTEERRNN.AIEFAL''SUPPLY.INC. HV /� Accardian Shutter System TLE C V MHC. A.S.SMAt• • � N.Y.MADE#}Wf DR WfO N.V.iMNDOP!MADE American Shutter Systems Ev.H nEscAumoN oATc 1ktA17N Er: Lc: `;T1s. •Q��;� TILLTI'TESTING &ENGINEERING COMPANY A994ciQtlOOr Inc. 1 OLD 15-OBS I'An DATE: LC;17 a sass x.1r:sw$L.$to.Sas.VIRE,x+A w+OENs,rLaAma 33t `% A' Fhone:(305)871-133n•,Fox:(304)071-1031 4258 Wastroat}s Drive z DRAWING No ' iS;+n CC� tt��o a-mage aoas'cTD.wn' West,Palm Beach, FL 33407 s f7—10 7 1 IVT41 1�t�rrttt WALTER A TILUT Jr.P.E. 4 P.E. SEAL`J5lGit{A�fLIRE/DATE EiowUA ua 44te7 6 SHEET 5OF 20 1 ULE ON - - - -. __.... - ETE-BLOCK CONCRETE- SHEET 13)U � CONCH " REQUIRED //4m ZOx3J4 S,S 'CONCRETE RED]RED .(—. CONCRETE ANCHORS I CHINE SCRE195 REQUIRED +�\ TDR. '•' % {SEE SCHEDULE ON YTJ 1/4"»20 ""-'"��'• CONCRETE ANCHORS T$ 5 DNC MaUNrwD LZt)ou SNtLY i' SHEET 73) MOTS®I2.O.C, >,?r-.(SEE.-SGHmPLE�^SHEET 13) y�^ 1" �'/• 1• 1J+C-20x3/4'S.S. l fEq MACHINE SCREWSUSING Ve-2°NUTS812.O.C.E Dt 250'lrta: t 3 t 5 0 ' -: r t- T S .a50+Mas. Edi• - Mux. IOPTIONAL .' 'PTIONAL l lUi TO IAMAMN y i t_SDi�l1E*4 0 I I i` �® ' ,MIN.SEPARATION To GLA55 I1 FUR IaADE lL1Mam a ,O ) DR 1 EXISTING I SEE SCtEDULE ON SttEkT 11 i E?OSTOTG i ��a I I N MIN.SEPARATION TO.GLASS 1 GU1S5 r ( ) GLASS-+I r�+ -(SEE.SCHEDULE ON SHEET 1 T) �{ .c=��• EXISTING GLASS--i I i s „: O HV WALL HEADER INSTALLATION J HV WALL HEADER INSTA 'TION HV WALL HEADED�{STdLLA'jION + KEYSTONE (:%ISiiNG L4tH.SEPARAMON TO GLASS Ir (SEE SCHEDULE ON SHEET I1) I I 1 ' routS€ i II .OR l�f { I I I 1 ExlgrNc� l,. MIN.SEPARATION TO GLASS. I gy5S5 ..,-z—1 n i 'v (SEE SCHEDULE ON SHEET 11) aI ALT 1a TCI ' 'i; i' jr 1 atus�aQty1 �.,� E�NG� I I ,• :' ;✓.'OPTIQNAL I! 1/4'Max- S'E..!s . ! i O Maz. !1 f lam" OPTIONAL I i i. "'t "• t 3 aR t 5 E Dw: it I EO •,l t' 7:11 I to to ti 1s( 4 t 1' 12 0R 4A� 1/ 3/4" S. '.r' "•Mm. r i � `r" PN1Lt}PS TRUSS HEAD \\\ t ?r E E MACHINE SCREWS USING ,-�.,, ^• CONCRETE ANCHORS }f4'6�Ztix3J4'S5.PHttLiPS -T' I--Oa6Q J =•' 1RU55 HEAD MACHINE SCREV/S `!'- '•%� '`-CONCRETE ANCHORS . 17 1$ 1 f4'-20 NUTS 6° 12"O.C. ''-�--� {SE6 SCHEDULE ON W/1%4'-20 NUTS 0 72'O.C. ,} - 1' AYA - POURED CONCRETE'- SHEET 13) POUR f�NLY2EiF ' {SEE SCHEDULE ON S}IEET 13) 7 OR.CONCRETE BLOCK OR CONCRETE BLOCKJJJJa ( VNCRETE ANCHORS REQUIRED WALL REQUIRED D LLSILL-<iNSTALLATION (SEE SCHEDULE ON HV WALL SILL INSTALLATION DhJ.1-in 1f7 ,.I POURENCROEtNE�7.EE / SHEET 14) Q WALL REQUIRED OE HV WALL SILL INSTALLATION NOTE EDR CQMBt&=y QP SECTIONS: INSTALLATION DETAILS W-/ i-SEE SHEET 4 FOR TYPICAL SHUTTER «E 0.-EDGE DISTANCE 4 SEE L9ATATIONS OF USE FOR (�`' p [' 2 MOUNTING SECBONS CAN BE COMBINED (SEE SPECIRCATIONS ON'5HEEf 13) BLADE TA ON SHEET IS � H X LILADE tN ANY WAY TO SLUT ANY MMALIAriON. Tp tta vca - eII• S! TJ FLORIDA BUILDING CODE(Non High Velocity HurricaTle Zane N► d' ®2017 TRTECO.INC. L'�20t7 EASTERN META.SUPPLY.INC. pct....... BERTHA V. TI3 A.S.S.Accordion Shutter System ' N.V.etnoe;#( w/OR wJo wv 4NNDow euaDE 71LLTT TESTING do ENGINEERING;COMPANY- American Shatter Systems N O3ep0RGN DA DRaNN 81 Lc. '•• Dp,.'�y � 6358 N.tV.36 St,sw.30 va cma GARD"S!£RORQA 3316ASSOCIatlOrly Inc. 1 OLD 15-QB5 r/2tJ1 DnTe Dr/zJ/1T S4288 Westroods Drive 2 -ILPhone:(305787'1^1530,Far:(305)971-1531 DRAWING No �x 11 a-m E:L7Q octal— West Palm Beach,.FL 33407 s WALTER A.TILLR Jr.P.E. i 15719 — 17-107 FLORIDA V.@"167F.E. SEAL/SIGNATURE/DATE a SNB OF 20 POURED CONCRETE ANCHORS ; 1 _ N9SEPARATOR - - -. REQU`RED GE OF '�.'SFOR 19�Soma 64*w CLASS-1 um.saNunml IUlf 7 3 14 If .,�, {sIz EO .a. `;•; r ' ;Ef D. SAPPUCASLE 6VSS + �_ 3'w It) '+', \ t++ !` • I,+ -i'^ :,.'i .;' Q•� / ' u AL +, i' I ++ , €XISTINC- A LaCATION I I !y --{ ! cuss 11 DR. 3 DRt5 i i #lox3f4 HEX vusHER HEAD. , , ,• ,': r /e� . TE( s~,F%�'i% •f• EDCE OF s t t CONC£t£fEfi�tiCHORS $' ti• IF (SEE SCHEI'littE ON SHEET 13) "%. t 3j:q'• :,•`, j .t 'APPUCABLL 4' .EA75RNG 1 I I EDGE OFIF DtAs$ t+ 2t. EDGESLAB IF-�. `l / t 1�2r 1fI �`� I 'r'` APPLICABLE Pa• EOCE OF `. ci+ APPLICABLE L ' +tN.sDJFXDOtI ! - 0., E4:. S. APP,pBCAeEIE " , I - , •••• POURED ' ` i POURED FIAT HEAD CONCRETE ANCHORS io (si7! t S S 'i /- .'p r CONCRETE R g3EplE a+ggET ty �,,%+t CONCR j (SEE SCHEDULE ON SHEET 14) -4 L It FOR a"10Anq ♦ POURED -' e :� .t � .. � REQUIRED FLtT NEAR CONCRETE ANCHORS REQUIRED > ws+FEr 59 Toa I 1 ()T{ CONCRETE _ '�t TRENCH-INSTALLATION i AAM mot Q41 M REQUIRED D.• E;_D.»� (SEE SCHEDULE ON SHEET 14) ="•'` :-� VALID ONLY FOR UP TO+70, -75 MF A5.0. Qt HV FLOOR ,INSTALLATION V WV WALK—OVER INSTALLOON DESIGN PI{ESSURE•RATING a FOR SPANS PER C HV CEILING INSTALLA ION SCHEDULE qa,SHEET 11 T CONCRETE ANCHORS DtASs 1 m DIAss (SEE SCHEDULE ON + {{(a SC,IFAU,L' t , I I+ SHEET t5} ir4'O 1 Th0.11Y V! t rt ! EX,STING ar slits tri EXISRNC^i, EXISTING 1 PASS 'U.FP +/4 Mo. V CLAS" ! ! GLASS-'i •`. 0 -ftmeimmex1°s+�117 ----fl 1 -}.IDL_s ws:oV m 13Jf•KN.EM8T0A O 61 (m>X'J.=a 111 n I t O.C.FOR UP TO 6•-O'SPAN AND 4'O.G FOR SPeA tAACLR iIVA/ t+ z ! + s D w1T.e suAX.Amx-7 10 1+ rAAX. s1 NANr Ar(Ewr ER.xFin J 112' k ,. f NOTC Jolt i'i FtYk.InctATtatlSj' 3 nol 61tk3f4'HEX '..-b'*.' IAAJf. { f I 3 pli i j YfASHER HFJ.�O • ' CONT.SEALANTf12�14t13/4- HEX HEAD ,ae / :::.:J,•,:TEKSCREWS0.54.C. $1fx3f4`SDS. (; : OR 1/4 0-20 S.S,MS. CONCRETE ANCHORS - AEE SCHEDULE ONW/NUTa9"O.C. (5 T/2SHEET 14) )' < sm"TURAL--17 R 1 B ' ?' •t..2.100"fIN. SRjU TR,U{DECORATNE + t ! EDGE OF i,• JX ?:•� i:,f / a �.:` gs4x3/4^F.H.S.O.S. MIN. RE41wED POURED NC (SEE SCHEDULE ON ON SHEET 1 a 5"D.C. "' POURED CON AN LE CRE+E PLICABCONCRETE ANCHORS `SEE.NOTE 13{D) �Sf.E NOTE 1a(b) . CORETE EOR CONAREiE BLOCK SHEEP iAPOURED CONCRETE ON SHEET 1 .0 A,. } OR CONCRETE BLACK v' "—'--`=='-; REQUIRE' REWREn " NE MOUNTfNG INSTA LA ON OPT,ONAL POURED I( }IV WALL FLOOR INSTALLATION I *tIIjA WALK—OVER lT,+STALLATION a "U.cws PRTssURE:.+e+.-n o�+�� CONCRETE �L WA_Y N ttNG+IUO STABLER REQUIRED Q HV RAINGUARD IN51ALL-ATION 'f j'7HI$INSTALLATItlN SHALL BE NOTE FOR i'bfABINATION OF SECTIONS, M£. D._.EDGE DISTANCE REIAOYAE(LE WHEN PERFORMED 3^SEE SHEEP d FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR E1lTRAN 87 O W OPERABLE ew *SEE: L in PNNSHOF USE FOR ASSEMBLY. g I .INSTALLATION. DETAILS Wf Q HV BLADE IN ANr WAY TO,SU SECTIONS sALUtnoN N� .++A'A Ti A. ,T �''o FLONDA BUILDING CODE(Non High, Velocity hurricane Zone' i ;, s"`�•�3"1••i42017 EASTERN METAL,SUPPLY,INC.�'®2017 M7£C0.INC.IND. BE THA HVTM •' ©•• A Accordion Shutter System w ■ tf. it C INc. ■ ■ I4 ■ H.V.&AM#1 W/OR W/O RV WMW fiWM Tlti tT ESTING d1 ENGiNE�RiNG COMPANY American $hufteC $ � �•N DESCR P7 0N. DATE DRAWN BY' LC wl cNu aumENs,ELM=3315 A89oola�iOn, no. I OLD 15-085 7/27 1 DAT- 07/27/17 -`+.;,;;;�• • i P000e:(3O5)tTtt-75*.A.Fox:(30.4)871-7531 4288 Westroods,Drive 2 DRAWING NO I a-mWI:utoc06ad com �� e•.i$`/(?}��� �k t`i Es_{N West PGIm beach, FL 33447 3 .Is,TJr.P.E. 4 FLORIDA Lir,j 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 END WALL 10 & 18 . - D LOCKING RODS .HV LOOKS(9 . 0n - .. 1,' iNS'fALLATiON:S W1 a)I—HH V * AND ALTERNATE W LOCK 0 ON.SHgEt S. T -... _ ...9 I f V /—E%ISRNG GLASS S ADE SLACK MAIL HW Is VWO FOR ALL BLADE HV CEN 1TER[^6 MATES CENTERMATES APPLICATION WITH 61ME0 SS 1 ea� t®+ 7�oR 8QoR10*Q3 - OR9;2 U. tNO WALL CON,NFCTIO 0.&R&0 EXISTING GLASS DETAILS ON SHEETS 10 & 1 ff� - ----_--_---_---_------------------_ j � 2"z2'x1/6'}G'-2 $+fl'°R'�*.�w 19*{D5 3 i/4' 7" 6 rj2' 7' (sos3 Ts fluor}ALlus. ANGLE 11/(kl/4'D TAPCON 1/2- aR t@2•� CIPPOSING ! SYMMETRYCAL ARCH TO CORCRL7E i trop soTroM r< C T TE ' CE TERMA E5 / , �fanJ/4"S-MS:®r2' MIN. GLASS (4)#1a:1/Y S.KI.S.To TUBE t " O.C.FULL LENGHT. i I W :O VTC jet,[ HV LOC f TO SCHEDULE AT EACH ANGLE.M 4 ON SAM 11) ` j (SEE SCHEDULE 5. 5 C� t) QQ°R1R. Q �� F0-U--T1 * -0-s1 �/ p �am .@W@. HVA 1 +15°a HVA HVB ����+�7�� �iG�i�3 '4 H�C POUREb GO�CRETE OR {�2 (OJ �✓ EXlSr111G GLAS$ �' �' t � sxCOQNCRETE^6LDCR WALL 6 1z- , R EXISI7NC SYMMETRICAL G V'l!./`�°RIJ,'O'�°R MIA,s LktS F=CLASS I� C ER ATES V « , GLASS ' ( S * 8 w 9+ ax 1 S* 5 E%ISriN ' L_ J GLASS o yY�!t�-"�* �CIPTIONAL l✓°i �k"!°°4 1' °R (SEE SCHEDULE 5 �— V LQC (INTERIOR) L.l; ON SHEEP 11} I MAL LON.'SEPARATION'GLASS tE 1J, {5EE TsCHEDULE �N � r --r"�``--(• i ON SNEEr 11} INTERIOR} ` �T ..T----- ---' _--_—'-- --_----.--_ [ I dU+ ;t"CONCRETE, I...— ,..- _ _ ANCHORS a i 16.1.O.C. 3I i— '•)•/I°'. * q VARIES 7 �J J t 3 I — 90' as 0 U 1 G 1/2"MAX SLACK I i OUT (9j5 cEX1ET71DR} HVE HV.F** HVD ip7idgdddJ46ddi FLORIDA BUILDING CODE Non Nigh Velqtity Hurricane Zone "iP1C.,• Lr o 02017 71LT.ECO,INC. 020f7 EASTERN mErAL SUPPLY,INC. U � '•: '` ...a BERTHA HVT,d c- q .�" ■ Accordion Shutter System ■ � �f c. RV MAX#1 W/OR W/O JJV.LMMW SAM ? -American Shutter Systems i' TiLLIT TESTING $ENGINEERING COMPANY •r1 oLscRl N DATE owmal I*-. Lc. a355 101.3s+n.st.,sm.303,xrscuu OARaLNs,NusoA 7sfs A9SOOIa#ION: IAC, t OLD 15-GD5 7/27/1 DATE 07/27jiJ tF"..:(305}6X-:1530.Far:(305wt-1531 4268 WeWoods Drive �.¢4���,+141 m°[elao�a0si1sIC0M West Palm Beach, FL 33407 a DRAWING'No ' .pyrgf IIAIfSIGNAP"tt 14AUER" 'TUjff Jr.P.E. 4. 47"-1{37 A P.E. SEALWRE/DATE FLORA U.14410 6 Sfib OF 0 s �S�%� 5 G NF OC S ! ;SEE END CONNECTION DEMU 0"' IIIUM M—" INSTALLATION In HV BLADE cvnaur iN � ``'�� OL4Wj E 1QSlUX 0-TAJL MfF INDCAWO 04 MW HD CENTERMATES M ` � A4 T+aL AS JN ^ FWATM6"ra DMNDD--Neo. 8 m M=ATON TMS 5NEf7.MAY UE USED WITH TNS ALTEfuaq $EEND WAL_GONNfCnOti p MsrauAoL oEru ,wc.r oLwm, ,s sNeEr. iffiiL ON i; 10 Ar 79 ' �.rs�x�w. � i O•®pQ"�o�® 3S x` 4 }tstE�FO(�'lffb f.POaV 5le •� f (OPTIONAL) ------ — x romSaaE ! 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W/ .7/8"is x 3/32" WtNGNUT. toPnDsuiy {p8—HV 3 OUT * SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES r,DCN,oN sNEEr 30 HV "T" LOCK (OUTSIDE) VW1 LOCK (EXTERIOR) WI/ LOCK dPC _(INTERIOR) 'r SEkas 94+4 ALUfLNUu �* (2024-T3 AILOY)LAFIM RMOMN SNEET•NOTSM.PANT 10920, / t0•®�l'.•J"l'�"'�•®a' AS$ANUFACNIRFD 9Y AY$L*ism f ^®.�7, .�p 5(�.7�+®�•* IFXt01; PAR50'FET{F.NEW dEFSEY 07054 OR E9U L 5•®a'1( •® /'{[�2J;°" 3 Q *sEe om ox LOCMG moo 0 iO�j S av-a'5 oN i f{'f—.•—_r 1- # hV",L Fwhmc WDEQOEN:L NGYMVD,s _—.._ •—_ — -- ---IIVV - — — —•—_— Vy'o KA ALL t£N166N4113 lAFilGTDAS NNN P.VOEG} FLOATING STACK Et,ORIpA BUILDING CODE .Non High Velocity Hurricane.Zone 1 C2Uf1'nLTECO,INC. 032017 MERN NUAL SUPPLY,INC. EE-THA HV-w ? Accordion Shutter System o IM . A• . /�rT Ec FLY.t3 M#1 W/at W/o H.V.wM)ON GLADE T)titT TfST)NG & ENGINEERING COMPANY American Shutter Systems M.Ot oEsepenoN DATE osA1tN Err. Lc O.0 15-095 /27/1 - 0.7 27/t7 Association, Inc. / 45 6355 tLTL 3mb.SM st 3e3,YU c%t cmmw%i MDA 3316 y Phone,(30.5)971-1530.Fox.(305)871-1537 426$ Westeaads Drive (2 DRAWING No �.,•,j 1IIAL• a-mon: 0006®aaLcom West Palm $egch, E4 3.3407 S.CO- 17-107 —4 07 E- ,IFj1a W&TFA A�IILUTiJ"P.E. 4 ! "'" rararl+ FLwDA Ll..ff 44157 5 SHEET P.E. SEAL/SIGNATURE/DATE 5 L3 OF 20 f :\ POURED CONCRETE OR F7— rI . POI"I CRET C � � CONCRETERCQNWCAtt REOORED Bt0YASLREgURE6 9 K WAIL REQUIRED IDR ED REOUI EXISTING GLASS 1 -EXISTING GLASS I• I CONCRETE ANCHOR �� r / ( ,2"MIN, EXfRNG.GL SS o I6"O.C. .' EXISTING GLASS *;;.t I ;� .4� i i �f -;r=-2"•MiN.. -,.• _.(] 5 MIN.SEPtfWliOfi r. ;,.•,\ T-f' T' Sj TO CLASS(SEE ^••I; ')j' AWL SE ON t SJ(EDULE qY SHEET ti!hN SEPANI,IION MIN.SwAtAT'AY EO EO TO GABS(SEE 11 FOR DIAAE QAND '(O t,LASS(SFE : ,'•) -` TO wss(SEE SCHFSXR.E QY SHEET 1/16•x3"MAX. ON'SMEET.18 EOR SCI1Fl711L€ON SHEET I .�HEQ41tE.ON SHEET 11 FORI3AX(D {6063-T6)CONT. &AOESa&Q �ONFSHELTxt9�tORPNO 11 FOR (j)AFd6 (LOCATE AT ^ •ON 91M 19 FOR ALUM.CLOSER :aV SHEET 18 FOR EITHER SLOE y BLADES &'® PLATE.(LOCATE 112' t BtNIES©&� OF 6) t AT EITHER S OE bAN t (} S /2. IN ....--__._.. jj OF 4) ! I ,''?� I I:� •�USE 1"OR 2"MAI(. - ! =.,`1 �ID%T/2"S.M.S. I I (AS APPUCABLE)x2'xi/6'x0'-2' ( -_„„_- i pOxl/2"S.M.S. _ _ _ .� ({� I6'O.C. ? r ALUMINUM CLIP ANGLE �-G"' I 4 (60637Tt ALLOY)AT M1 HEififii S.M,S.TOO@& N. (z)I/44 TAPCONS ANCHORS To �� i SEE D,l'NL X FOFi.� ^/ WALLi-:AT I"Q.C.(LOCATE AT 7 i• j SIDE_CONNECTION V OR EITHER 510E QF Q J S OR Q I OR (�� I SEE DETAIL X FOR ®OR ITO TRACK- SIDE SIDE CONNECTION 1 \.%• ® 6•T�+8 O= SEE DETAIL X FO 4 {[�w 4 T«9' t0•®« TO TRACKS « e,6. 7 w a=TO*�3 w �n 1;0«. «�O O��' SIDE CONNECTION 6•Q« f 10*�3« ©""A®�,• N^®•y©�, „.r"'" T0,TRACKS tO+Q°A�T• •�w `•10`'�".®'�°°®'©°' TO'v.H°A•L;t'� 'c�°' ®'i�`l=JO1®'lJ';'LWT; 6r�7 C,�7•®w 010 '0-�0__`�055•@« o2�'0 121=0•0•10)« mac �tJ'V.�O°�'Y:,'V•®w \'y�LJ""\`.7'`�«®•�j'°` w;;o (:ya,��®�`�OBYy'® �fi•�w�4.,�3.:1�.�«®+� END CONNECTION DETAIL 1{1 END CONNECTION DETAIL ENL' RETAIL.(5) END .CONN CTIO DE�iL Lt-HO-2 DO ONLY FOR SPANS,GREATER THAN 12'-0' LONCRETE OR EXISTING ^ EXISTING GLASS BLOCK 1'tALL- G�5 4 *` �.. _0x'D cass((BEET S6 .O �ARATIOVSCHEDULE QY SHEET ro GLASS(SEE11 FOR `OAND coNcilim '� MIN. S09VJLE 09 gamT .fs� __..-_____4ONSHFET 19 FOR ANCHOR�' 11 FOR EIADE(DANO �' -__-___ _--_CONCRETEGLADES(L)&Q� 12.O.C.�, ON SHEET1HOR f i`:' rJ y RADES$)&Q71+ .'ra'' L-_-___ 4� OR t�1 1/2"M64. ,r r. "—i _1 "MIN. _ _ 4, _ --_—,-� r EO �T t DORaOR(qOR VIEW 2 MIN • SEE UM TAlI0N5 OF USE FOR a' I i 2'MIN. GLADE�ON SHEET 14 :} @GROaRI9GH@ i 5 OR vPLAN +-POURED CONCRETE OR , Owp•p=®wCQ 4 = ,D" _� <OR DETAIL X E. D- .S1'ALLAT 0 CONCRETE NLOCK'WALL ®p0'®,V,J"'�•©61 r;�.n. REaDIRED (J,HY BLADE)'OR FIV WINDOW BLADE INTO CONCRETE OR CONCRETE _BLOCK WALL., GJ•®w®.®«O+�« p.�«®, , 1 ,mss` END CONNECTION DETAtL Q ®•�_®®�� 1«A o NEC O D © =Q� FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zona 156y^L�. :,p 02017 TILTECO,INC. 0201.7 EASTERN METAL SUPPLY,INC. 4 �NtEUS' .�- :�..... BERTHA ffi ' ` w A TM " /7i7L4 g �. A■&S.A. Accordion Shutter System HY. MADE#T W/OR W/O'KV.WINWN RADE .a •+ '+T+'G7 TILLIT TESTING ENGINEERING COMPANY American Shutter-Systems .H D1staPlmx d.Lrl� muvn,1rr: L.C. + r`•. d 4��6s° easy xw,s4 n s:,s1<sas.axaxu cArtoLi s.FAOa a 3aLe Association, Inc. 1 OLD IS-Qfis /zT/1 a+TE 07/27/17 FMtne:(305)671-1530..Fax:(WS)871-1531 4266 Westroads Drive z "••••"''fry Iy1yq° -Oil:IIIt4eo eaol.c°m West Palm,Beach. FL 33407 3 DRAWING Na •�,fE?Alt�l� ;,' WALTER A. T'a..p.E 4 17-107 F"DA Lk.0 44167 5 SHEET" P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #1#1 SPHEDUL"E X12 E. E - MAXIMUM SHUTTER•SPAN* "Lt" MAXIMUM SHUTTER SPAN*"L+" INGTA (ft.). FOR INSTALLATIONS W/ OR "L•-" (ft.) FOR R "L-" (ft.) INSTALLATIONS _. STATION DEMO N4?TES CENTEf2A'ATES. & or 'or INSTALLATIONS tv/ 6 CONCRETE& WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V, LOCK @ or ® or or 1'& & W/ONE,HV LOCK§ MANSORY POSTRVE'ASA_DESIGN PRESSURE RATING: HD LOCK�-W/ NO LOCKING RODS or ONE HV LOCK or @ or OR W/ NO LOCKING WALL B, C. a L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA7e 28@ 29 1 ONE W/ NO LOCKING RODS ODS MOUNTING CA F, K&L 1- M; N, 0'. P. 0, A,S.D.DESIGN PRESSURE RATING, R, % &V. H�D'T" LOCK 30 w/TWO LO( w (SEE NOTES t,Y1) (VAUO FOR MOUNIING}Oi, (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP G&..tF BOTTOM EE n7� SHEET 7) FLOOR/CEILING G,, (, i},d T, U, W& X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CENNG: &PA70 INSTALLATIONS V CONCRETE 01-11 t1�00 MOUNTING 'CON CONCRETE & M GOVEW A POSITIVE A.S.D.DESIGN PRESSURE RATING, AS.p IIENCN „5A v GN A=DESIGN INSTAUARON9 PRESSURE WALL MOUNTING FLOOR/CEILING P%�K IV"MOUNTINIG ImMmm � DETERMINE'MAXIMUM SPAN"L+"FROM SCHEDULE. R,11 RARNO & RKMG ILDOR/C.W0NG LIDWITIN0 MOUHnNG GIVEN�A NEGATIVE AS.0:DESIGN PRESSURE RATING, IP••A) (P-r•rJ FI,b�R/CFIUNG MOUNTING (P?t.) OR taOUMIHD x DETERMINE MAXiMUtd SPAN"L-"FROM SCHEDUtE .L F(a) I L-w L L (R) I L-(I) L t (In L-00 L t 9) F l-(III V MAXIMUM SHUTTER SPAN -L+"OR -L--FOR 30 OR LES 16'-0' 16•-6' 16'-0" 1fi'-430 i8'-D" 16'-0' �30 t6'-0" 1fi'-0' lN5TALLATIONS INTO WOOD SHALL BE UMnD To FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10'. 15'-2" 14'-0' 35 .14'-f0" 14'-t0" 3S 15'^2' 1G'-10' 105 psf.ASD.DESIGN PRESSURE:RATING. MINIMUM DETERMINED SPAN BETWEEN"L+'AND"L-", 40 13'-70' 15'-to." 14'-2' 15.'-Z" 40 13'-10" '13'-t0' 40 14'-2' 15-2" '. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-Y" 13'-4" 14'-3` 45 13'-1" 13'-1" 45 (3f-4' 14'-3' •�' HV CORNER CENTERt.IATE 3 tAgY BE USED AT ALL COMBINATIONS IN RETYAFJ)WALL MOUNTINGS 50 127-5" 12'-5' 12'-B" 13'-7' 50 12'-5" t2'-5 50 12'-3' 13'-1" MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W% FLOOR/CEILING MOUNTINGS: --55i sai:IL-1,De_X111"_=,10e1 r.124".,L;:?AL2"�d;1y;^ 55 11-fo" 11-70" 55 11"+'1' 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION#2 FOR A GIVEN POSITIVE ASA,DESIGPI PRESSURE 60 41'-4' t i'-d• i t'-7" 1,2'-4• 60 1 V-4' 71'-4' so 10'-2• 10'-11' NOTE#5•SHEET 5. RATING: 65 10-10" 10'-f0` 11'-1" 11'-f1' 65 10'-10" 10'-10" 65 9'^5' 10'-1• , DETERMINE: 70 14'-8" 1O'-8" 10'-9" ft'-5' 70 tD'-6'. 14'-8' 70 B`-9" 9-4" LI+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-i' 10'-1" 10'-4' i}'-1' 75 t0'-1" 10'-1" 75 8'-9" L2+=)6W.,SPAN FOR FLOOR/CEILING MOUNTING '�"t'E%CEPT.THAT AlAXOLRNd SdUT1IIt INSTALLATIONS. 80 9•-10" 9'-10" f0'-0' IO-9' 60 9'-10' F7-13" SPAN-L+•OR'7-"AND MAXIMUM ASD.DESING FOR A GIVEN NEGATIVE AS.D,DESIGN PRESSURE 85 9'-6" W-6' 9'-9" t0'-5' 65 9'-8" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING 90 9'-3' 9,-S" 9'-5" 10'-1" 90 9'-3" OR CONCRETE BLOCK SMALL BE LIMITED AS FOLLOWS: DETERMINE 1- CONNECTIONS 70 KEYSTONE MOUNTMG L,--MAX„SPAN FOR MALL MOUNTING INSTALLATIONS, 95 9'-0' 8'-g” 9'-2" 8'-10"' 95 4'-0" LIMITED TO +64-72 ps,f.AND B'-0"SPAN, SEE L2-=MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9" W-4" 9'-0" 9'-?• 100 8'-9' MOUNTING M ON SHEET 7. 105 .9'-7" 7'-7T" $'-9' 9:-4- tO5 $'-7• INSTALLATIONS. 110 8'-4' T-T 8'-T 9'-2" 110 8'-4• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2' 7'-3" $'-4" B'-11" 115 "-2" SEPARATION TO GLASS SCHEDULE IANiMUM BETWEEN"L,+•. L2+.:t-'AND'U-" 120 W-4." W-11" 6'-2' W-9' 120 8'-0' 6'-11" .25 T'-10" 8'-$ $'-0" 8'-5' }y5 T-70" 6'-6" S._.,_ (4)G4 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 T-8" 6'-5' T-10" '8'-1" 130 T-8' 6'-5" ALLOWABLE SPAN AND NEGATNE.A.S.D. DESIGN y PRESSURE RATING TO DETERMINE M,4XIAIUM ANCHOR 135 7'-7" 8`-2' ?-9' 7'-9- 135 7,7" 6•-2• (�� � EI �MUmry. .;_ SPACING. 140 T-5" 5-I- T-7' T-•6' '140 .T-5' S•-,r ASTM E-1996 ,>SEPARA. 'ri =r 145 7'-3' S-9' 7'-5' 7'-3" 145 7'--3" 5'-9' Sj TO CLASS 1 150 7'-Z" 5'-7' 7'-4' 7"-0' 150 7'-2• 5'-7" _ t55 7' 4" 5-5` ?'-Y §'-9' 155 7'-D' S'-5" 1 7HRU 3 160 6'-41" 5'-2' 7'-1" 6'-7" 160 6'-11' - 5'-2 1 n 165 W-10' 5-11, T-0" fi'-4• 165 6'-20" 5'-1' 170 6'-9' 4'-11' W-11" 6'72' 170 6'-•9" 175 6'-7` 4`-9" 6'-9' 4'=0" 175 6'-7' 4'-9" _ 180 6'-6• 4'-8" 6'-8• 5'-10" 186 6'-6' 4'-B" 185 6'-5" 4'-6` 6`-7' S'-8' 185 W-5' 4'-8" H V BLADE.I ' 190 6'-4' 4'-5' 6'-4" 5.'-6" 190 6'-4" 4'-S' 195 6-3' 4'-3" '6'-5' 6'-5' 195 6'-3' 4'-3' 200 6'-2" 4'-2" 6'-4" 5'^S' 200 6'2• 4'-2" los. 6-t" a'-t` 6'-3 6'-1 zos 1 6'-1" LNC °° p, FLORDA BUILDING CODE(Ron high Velocity Hurricane.Zone tit`t��,• ... • F�: 62017 TILTEf.O,INC. 02017 EASTERN METAL SUPPLY,INC. \IIwiYSA'.; a I�IwI 13ERT >iA HVTM V°C > : 11L IE C'O Q. ■ N�. ■ , . Accordion Shutter System H.V. BLADE#i W/OR W/0 KV.WWN=BLARE 7 fj y TTC11T TESTiNO,& ENGINEERING COMPANY American Shutter Inc.$ stems EY,N DESCRIPTION DATE bMWN DY:MLW. LG. 6165 IIA(.]8 h.SL,S q 109,ta6Gwu cARdE Is tt)Rm 3316Association, I OLD 15-085 7/2711 DAME 07/27/17 y Pna e:(Sos}s7Y-Ism.Eo ;{30S)8x"1531 4268 Westroods Drive, 2 DRAWING �Ss ....... tt' a-mon:an2eoltool.c2m West Palm Beach; FL 33407 3• 17-107+LN/a�L WALTER A.n4N7Jr.P.E. 4 i 7 '1177 t"rt FLORDA U..#'74167 5 SHEET P.E. SEAL�S(G1FfURE/DATE s ti OF 20 al ' ajEJ • ..rtr� ' .a�����.1 a: ,.1. I•II� •lJ � .'• ly ��. i�)r��O OI'• ,�� ; '• 1 ,..t. 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UB (SEE MOUNTINGS£0,&.H ON SHELTS 6&7) t.ANCHORS TO SUBS RATE SHALL BE AS FOLLOWST POURED CONCRECIVOINKME 61JOCK POURED Comm (A) TO EXISTING POURED CONCRETE(MIO.Vc.-3 f4) QE WALL SILL MOUNTING @CEILING MOUNTING - FL TOR HIOU,NTI(J� - 1/4'0 TAPCON OR'TAPGON WITH ADVANCED THREAOFORM TECHNO)AGY ANCHORS,AS MANUFACTURED BY LT.W.BUILOEX.(Mi..fc 3 4vi) 1P ANCHORS SPACING I FaEND - 1/4"0 X 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY'COMPANY.(Min.CC=3 Isi) (ti} N$tD1 NB'Ank PRWa R49N0 W) T job BLUE TAP CONCRETE XNCHDRB YtJ CAP AS MANUFACTURED BY FLORIDA fAS7ENERS DIRECT INC.(Min.F'c=2 Tei) 30. 401601-75190 120 100 20S 30 40 60 75 s0 1x0 160 205 30 40(6(11;75 90 120 tea 2D5 7gP,00H SnTtt ADVAt4CEDT` - /4"0'TAPPER ANCHORS AS MANUFACTURED BY POWERS FASTEN ERS,INC..AND DIS;RBUIED BY ALL POINTS SCREW,BOLT 1. SPECIALTY t4 t2 10 9 a 8 a 1+ 12 10 a a' q 8 6 14 12' to e 8 8 :6 a TR#RFAOFORMCHNOLOCV CONPAAfY OR ANY OTUiER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIADCNA INC. N".O^ 14 2 10 9 8 8 6 6 14 112 110 9 B 8 8 6 14 12 10 8 B 6 8 6 (Min.Yee 3 RaQ OR NESS/4 12' S 8 8 8 8 8 14112110 9 5 8 6 '8 14 12 14 8 a 8 8 S ALL POINPS SOLIp-SET BLUE TAP tYj CAP' ROTES: t4 t2 tq e B a 8 7 14 12 10 8 8 8 8 6 14 12 10 9 8 8 6 6 A1)MINIMUM EMBEDMENT`INTO POURED CONCRETE OF'TAPCON OR TAPCON WITH ADVANCED THREADFORU TECHNOLOGY ANCHORS AND.TAPPER+ 14 12 10 9 8 7 5.5 3.5 14 12110 9 8 8 6 6 14 12 10 9 e •B 6 5. TAPpERf ANCHORS'LS 1 3j47.AND FOR BLUE FAP Wf CAP ANCHORS IS; 1f2'. 4,_0. 14 12 10 9 8 a 6 e 14 12110 0' 8 a 6 6 14 12 18 0 6 '8 6 53 !4 12 10 9 B 8 6 4 14 12 10 8 B B B, 4.8 14 t2 tO U B 8 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/e'INTO THE POURED CONCRETE NO EMBEDMENT 14:1-12 10 9 8 8 6 4s 14 '12 10 8 8 8 5 '5S 14 12 30 S. 8 8 6 4S MIO SIUCDO'SHALL.BE PERMITTED.1f4b-20 B.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO i4' 2 70 B 7S 5.5 3.6 - 74 12 f0 B 8 8 B S 14 12 f0 8 8 7 SS a 4 SEE UuAnO;a OF 056 FOR E70ST,AND 1"MINIMUAC FOR WALLS WI7lt NO STUCCO: 14 I2 10 8 8 8 B B 14 12 10 9 8 B 6 5.5 I4 12 10 9 '8 6 6 4,5_ 61MS A ON SHEET 19 1}. R2 lq 9 8 7 4 - is i2 709 8 BS S 3.5 t4 12 10 a 65 $ 3S 3 As)M CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS'OR'ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 a 7.5 4.5. - 14. 12 10 9 6 8 6 4.5114 12 10 9 8 e 4.5 75 ANCHORS SHALL BE,LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID SPALL FINISHES.ANCHORAGE SHALL BE AS INDICATED QN 14 12 as 7.6 Bs 4.5 - - 14 12110 s 8 7.5 5:S 4 14 12 7O 9 8 6'4s 3s NOTES At)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SUONG OR TIPS WITH OR YRMDUT METAL BUDS CONSULT THIS ENGINEER.FOR t4 12 10 9 E 0 6 - 14 12 10 0 8 e. 6 5 14 12' 10 9 8 6S 3 3.5 INSTALLATION INTO EIFS WITH METAL_STUDS SEE SHEET 20, 74 12 10 9 7.5 5.5 3 - 14 12 10 a5 7. b'S 4 3 4 12 6 6.5 as 4 3 - 8 SO E'#SONG CONCRETE$LOCK: ) 14 12 14 12 6 8 8 8 - - 14 12 10 9 8 85 5 3.75 14 12 10 85 8 5 . - ().1/4'0 TAPCON.OR TAPCON WITH ADVANCED-THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDEX_ 0 9 11 6 - 14 12 to 9 8 6? 6 4 14 12 4 12 *105 9 75 55 45 3 - / / $ET ANCHORS.A4 DISTRIBUTED BY.. t 4'0 x 3 4'ALL POINTS Sp1U0- AIL POINTS SCREW.BOLT&SPECNLTY COMPANY. t4 72 10 8 65 4 - - 14 t2 9 7s' 6 4s SS l4 05 7 55 4s 3,5 - - - 1/4'0 BLUE TAP'CONCRLTE ANCHORS W/CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT,INC. I chi a( 14 12 10 85 7 4 - - l4 12 10 9 7.5 5.5 4 - 14 !2 9 7 75"4S - - - 114'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECWLTY 14 St 7 55 45 - - 74 12 10 8 7:5 5S 4 - 14 12 9 7 6 43 3 _ COMPANY OR ANY O HER'APPROVED LICENSED OR AUTHORiZED'VENDDit REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8.�. 74 12 10 8 8 6S - - 14 12 10 .9 a a 4 - 14 12 10 a 6.5 6 3.5 _ NOTE&, 14 12 8s 7 5.5 3 - - 14 12 8 65 5S 4 3 - 2519.5 8 5 4 3 - 8.1)MINNUM EMBEDMENT INTO OP14CRETE BLOCK OF TAPCON,BLUE TAP Y//CAP ANCHORS'AND TAPPER}ANCHORS IS 1 1/4'AND TAPCON 14 12 9.a 7S 6 - - 14 12 BS a Ds 5 - - T4 12 8 6 B.5 4 - - WITH ADVANCED THREAUFoRM TECHNoLoOry ANCHORS IS I'. 13 9.510.5 3 3.8 - 14 12 SO 8 BS 5 - - 14. 12 a 6s 5' 4 - - 91-0' 14 12 10 8 6 - - - 14 72 :f0 9 7s 4.S - - 14 12 83.7.35 4 _ _ 8.2)MINIMUM EMBEDMENT'OF 1/4'P R 3/4"ALL POINTS SOUO=SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 Its 7s B 4 - - - 14 11 7 5.5 5 3:5 - - 17 8 53 U 3.5 EMBEDMENT INTO STUCCO SHALL BE PERIJIT'TEO.i/4'0-20 S.S.MACHINE SCREW USED SHALL TUE I Ij2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 45 - - 14 12 8S 7 5s 4 - - 14 10.5 7 5.5 5 4.5 - - E7GST.AND 1'MINIMUM FOR WALLS WITH NO MCCO. Its as 53 4 - - t4 12 8 7 6 S - - 14 1t 7 5. 4.5 33 - TO'-0`14 12 10 9 7s - - - 14 12 f0 8 i .5 - - 14 12 8 6 5 4 - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10.5 7 5 35 - - - 13 9S BS 5 4 3 - - 10 7s 5 4 3 - - - ANCHORS SHA!L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 5.5 - - - 14 1Is 9 6 S 4 - - 25 9S 6 5 4 4 - NOTES MI)&B.2)ABOVE.MR INSTALLATIONS ON VINYL SIDIdO OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER Os 8 S - - 14 12 'a 5.5 5.5 4 - - 13 10 65 5 4 3 - FOR INSTALLATION INTO EffS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - 14 12 .0 1 7 6 4.5 - - 14 105.7 as 4.5 3.5 93 5 - - 12 9 b 4.5 4 3 - - 9 7 45 3.5 3 - - - (C) ANCHORS SSTAlI BE iNSTALLED.FOLLOWUNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TWINE ANCHOR'S MANUFACTURER. Ile 14 111 1 - - - 14 Idb 7 5.5 4s - 1.5 TIS 5S.4S 75 SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9s 7 4.S - - - - 'la Its 7S 8 5 - - 12 9 6 4.5 4 - - ) 12'-0"t4 12 70 - - -114 12 1 a I&S 15-51•- _ - 13 10 BS 5 4 _ _ - EDGE DISTANrE VERSUS SPACING 5Hfi EOULC FOR ANGNDRq^• 115 6s 4.6 - - - - 11 B 15.51 4 13BI 8 4 .4 3 - MAXIMUM ANCHOR SPACINGS ARE VALID'FOR EDGE DISTANCES 110CATED BELOW.FOR E R LESS TNAR THE twaitEO,REDUCE ANCHOR SPACMG 2i 9.5 8 - - - - - 13 8.S Ics I 5- 4 - - Ias 8 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEOULE BY THE FOLi=4NG VACMRS, 14 18.5 7 S.5 4.5 t - 11 7.5 53 4.6 34 - REDUCED SPACING OBTAINED.USING FACtOR SHALL NOT 8E LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-D" 14 12 - - - - 14'It•5 75 S S _ - 12 9 6 4s 4 _ _ FACTOR ta5 13-L- - - - - TO 7s 5 ,< 3 - - 7S TIS 4 3 - ACtUAt TAPCON WITH ADVANCED TAPPER+ Its a3 - - - rz 9 e a.s 4 - -.9.5 7 5 + - - - EDGE TAPCON ;HRFAAFORM TECHNOLOGY ALL SOLID SET BLUE TAP 1yj CAP - 13 9s 8.5 5 - ^ a5 7S 5 4 - - - j R D. O DSCfANCE MIN.SPACING 14 12 - - - - - 14 10S 1 5S - - - II B.6 SS 4,5 - - - E.D. MIN.SPACING v 3' MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING a 3" 3 3/4' 4" 10 7's - - - - - 9 7 4,513.5 - - - 7 5 3S 3 - - D P ibNCREtE CONCRETE & FUND ' oXta&iE$ CONCRETE CONCRETE & POURED CONCRETE,BLOCK C&POUND CONCRETE CONOIISE 9OaC 115 8 - _ _ _ _ 11 a 3.5 43 - - - B 6.5 4s _ _ _ _ 1A) HV DO l01 ED.•Y MN MO 3 1/2'MIL EQ"2 f/T MN FD..3 1 101 FDL=Y VA E0.3 1/2"¢3N.ED•"2 1/2` 12 8 6 - - - - 9s 7 4.5 - - - - - 3" 1.0 0.90 1.0 0.78 t.0 O.B4 to :4 - - - - - - 35 10 as - - - - as a 5 - - - SLADE►ORKING 15•-0' e _ _ _ _ _ - es es 4 - - - es 5 3 - - - 2 1/2` - G.81 1.0 - OLT7 1.0 ro = - a5 s 5 - - as a 4 - - - - IN UNISON ♦ s• - DST - ost - 7 _ - - - 1S aS 5.5 _ _ _ _ 0 a6 4.5 - _ _ _ 1 3/4" - 0.9) - - - _ 14 2.5 9.5 B - - - 7D 7.6 5 - 0.43 e _ - 8 6 4 - -f* 4s 3 - - - t 1/2" 0.35 p,7, as - - - - - - e 7 e - - - a a 4 - - -p _ FLORIDA-BUILDING CODE(Hon-High Velocity Hurricane Zane +LITS f f/�+' ©2017 TILTEOO,INC. OO 2017 EASTERN METAL SUPPLY_14C. h`4 'LtGEry . �v� /7TI . BERHA HVC t3 Accordion Shutter System 44 f a�•. •�. :S e. KV.SLAM#1 W/OR W/O KV.WiMM 5" w`a" Gt e" ' TILLIT TESTING & ENGINEERING COMPANY .AFn8FiC6Jt. SI711{{8� Sy3f131T1S W. DESCRIPnOR 'DATE DRAWN'Br LC. a��s; F97Eps 6155 N.W.359a 5L.STA.36`i VRMNIA G ala.RORM 3316f Association, Inc. I OLD 15-085 7/27ft DAME 07F27/17 rdS-xrP'0 4 P".:(3D!)T1 530.Fox:(305)871-1531 4268 West.roods DriNe 2 �RIQ�,•.•� tltid e-maaLa> eQl.eom West Palm Beach, Ft 33407 3 DRAWING NAory Y.,^ f�Ar•••••, T�` 11111 WALTER A TIUJT Jr.P.E. 4 1 7-107 P.E.�SEAAE/ tZ9f/DATE FLORIDA UP.!x4167 s SHEET 0. ai .. . .�• .11x1 7r Itl�: i s • a.l::,L: W4 :aaa�: +: 4 .o::h�.e+.@ � ,.a :11. 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RM cow a 60 75 1 20 hO5 -TOISO;7 so 105 30 41) 0 75 '��r JS 75 20 1105 M J40160 30 40 6 1751901105 301401601 190 1 30 T40 0 F75 90TO5 30 140 160175 190 11051.30 140160 75 90 05 3. 44 60 75 30 6.76 90�05 30 F40 SO 75 so 105 Y-D^OR LESS 12 W. 10 9 8 8 6 16 1 616 1 6, 6 112110 101L 8 8 S 6 6 6 6 :6 t2 Voila 9 8 8 6 18 1 6 6-1 _6. 6 6 4 4 4 3 12 12 12 f2 12 '12 12 12 112,112 112 12 12 12 112 112 112 '12 4'»0' 12 10 10 9 _L 8 6 16 1 616 6 6 12110 1019 8 6 -6 6 6 S os 18 12 10 10 9 6 8 a 16 6 C. 6 6 6 6 -4 _4 4 3 12 12 12 12 12;12 12 12 112 112 f12 12 12 �2 !2 12 112 ;12 1 f,,-V 12 10 10 9 a a 6 1 A 1 516 6 5.5 12 10 10 9 8 8 6 6 0 6 6 5 12 10 10 9 8 7 6. 6 6.6 7_5__6 -5 -4 _4 4 3 12 12 12 12 12 12 12 12 112112 12 12 t2 r�2 12 �12 104 10 10 9 H 6.5 6 16 1 616 8 5 6 6 -6 K-5 3 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4-5 4 3Z - 12 12 12 12 72 12 12 12 112;12 12 12 T2_12 -10 8.5 T2 �75 4_5 12110 1019 1 I� - T2_T2 1 12 T2 7-d' 12 10 10 9 `3,5 4 6 6.1 6 r,.S 4.5 4 12 110 .1019 3 6 8 6 5 4 3.5 12 10 10 7 15 - 6 6 S 5 4 3.5 6 3 4 2 2 - 12 12 12 12 12 12 112 12 12 to--12 12 12 IOS 8.5 7.5 8'-_0' 12 10 10 7.5 4.5 3 .6 6 6 15 4 3.5 12 110 10 6 LS I-16 to 5 f5 3.5 3 12 To 10 4 - - 6 -6 -5 F5_U-Y Y T_- -- _Y T T_ 4.5 4 - - - 12 12 12 12 12 12 12 12112 12 11 9-5 12 T2 PIZ a 7-5 6.5 12.10 10 5 3.5 - 6 6 5.5 .5 3.5_L 12110 9 4 �4.5 4 2 W 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - 12-LRL 12 12 12 104 T2 12 tr2-11_'9.5 18.5 12 12 110 T FS 31- id-O, L2_10 7tK6 4' - - 6 6 -5 r4- 3 -12-WO 6-­3 - r 4 15 3 - 12 70 31- - - 6 6 .4 35 3 - 6 5 -7- 132 It2 12 12,11.59.5 12 12 - ii'_b' 12 10 5.5 - - 6 to-'a5 17.5 t2 12,9 5 12 12 1 _8 17 12 6 4.5 12 10 4.5 6 15-51341 - 12 10 - 6 4- - 6 5, - - 112.10 8.5 12 12 12 S.5 Ifl H BLS 94 .6 12'-0' 72 1D,4.6 - 6 6 4 - 1 10 4.5 6 1�5 is 5 13.5 313�51: 1 -112 111 - 12 112 12 .59.5 a 12 12 11 &S 7 6. 7,5 6 5 4 IS_o' 12 10 - - .6 6 - - - 12 T5 12 7 5Z 5.5' 12 16 4-5 12 12 10.1 S.5 7.5 12 12 16 Y g.5 - _ I-I- I- S N 2 2 2 6 12 12 9Z 14'-0- T2 12 F514. j :m_ 9S 8 YT 6z I 12 12 - LEJ�F 12 12 71 'i-7.5 5 12 12 8.5 6 -:3: 76 4 12 12 10.51EJ_6�51 TF 12 12 - I I-I- 16 1 j U5.514.513.51 (J) HV -BLADE ORIn BY BLADE HV WINDOW BLADE WORKING IN. UNISON* •EFF U00105 OF ME FOR MADE 6 0.4--mm to 4- NOTES ON ANCHORS REQUIREMENtS:WOOD SUBSTRATES 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3-SUBSTRATE SKILL CONSIST OF THE FO=4NO: -SOUTHERN PINE'No.2 W/G-0.55(N,D.S) -1/4*0 TAPCON ANCHQRS,.AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W1 0,13.50(M.DS.) EACH SECTION ON SHEETS 16& F7 -SPRUCE PINE FIR NORTH Wl(N:DS.) (NAS,) EXCEPTION,SEE NOTE 9 SELVA. -SPRUCE FINE FIR.SOUTH W1 G­6Z6(N.IDEL) 2.ANCHORS To HOLL011ir CEILING SKALL HE:AS Pei MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN, 1/2?COX PCIWOOD(1986 APA) LAO SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL-or THE IVEccMAEWOATtoWS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER, It FMA BUIL i CODE(Nor, High Velocity IfUrricane Zone�, 4511 ........... C2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. 13ERT*�NV�,M Accordion Shutter System E=q S z�TML _,7k, A, wSAw KV.SAM#1 W/OR W/O FLY.WNDW WDE American Shutter Systems STING & IEV.N, OtSCMPIi0N TILLIT ENGINEERING COMPANY DRAWEE ON5 N.W.36 St,St..303,MR5M CAMONS.FICItok 331M Absoclafflon, [no. I OLD 1$--085 1 DATE 17 Phone 1(305)871-1530.F..;(300871-1631 4268 Westroods Drive 2 - 5*7 / ­a:RIO&G..Loo a WHO PCIM Beach, FL 33407 -3 - -DRAWING go -107 ItI&TERA.TILLIr J1.P.E. 4 17 FLORIDA ISM 0 44167 5 RE 6 SHEET 15 OF 20 INSTALLATION Q E-T —EXI.SI[N-G.==W-0-O.D.B-U4.LD4,N-G---S---F--GR---nT--H H TfR SES LICABLE SHALL WALL OV41SH MAX, SHUTTER SPAN L+ OR. L— FOR INSTALLAT 1ONS I TO WOQQ WITH--%, gL—ADE(1) ONLY 1"40 TAPCION OR BE LIMITED TO 05.0 insf. A.S.D. QESIGN PRESSURE RAJING. JEE 8HEEI 19 FOR MAX SEAN & TWN n A.S.D. DESW - PRESSURE' RATING EQR 14STA LLAO IG IN UNISON ADVANCED THRrADFORM TECHNOLOGY I AI OR W/'FTH;6/2'wt.WPEN VAp**.0..TAPGT1'4' E`DF0 TECHNOLOGY ED A TO > TNI V.Z. C Vi/1 1/2-Min.F=.111'4 OF AREA TO EXISTING EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) MRL SEPARQON I + iv (SEE SCHEDULE ON SHEET 15) "1 211 4 70 1 OR. S RE -Si'IN' /I Hurs it BLADES(D&Q a 12*O.C. 19 FOR OR • ( o To YARD__ ;4? ON SLEET EXISTING rEq 2i WALL FINISH EXISTING 1414. FINISH r.e WOOD XISTINr IN EX i12'X4'WOOL) OR(W Ij HEADER REOU IqED HEADER REQUIRED 1/4'0 TAPCON OR TAPCON WITH ADVANCED EXISTING —THREWFORM TECHN )4U SEPAFMON Iiii CLOCY W/1 1/2' GLAS" TO CLASS M Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. I I FOR BW SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET IS) SOMME a _(go.SEPARATION TO CLASS EXISTING ON SHEET 19 OLAS" i 2r.4'CONT.SILL SI,-M 0& _J_ i��I PLATE REo'bL N ITV WALL SIE @W WALL HEADER INSTALLATION 1ATION N HV WALL SILL INS'TALurio T EXISTING MIN.SEPARATION TO _,S11IN:SEPARATION TO GLASS CLASS---j SCHEDULE E)r rx4. LAN.SEPARATION TO MASS I ON SH EXIS71NG (SEE SCHEDULE ON SHEET It) USING WOOD REDD. • 1/4*0-20x2i 4'S.S. 9 1/4611-2013/4"I.E. I S HI;;.Ec..Vs'i ;M&CJ/4- 'NUTS 1'" 0 .J 1/4--20 NUTS 0 12- WALL 7t 12,D.C. FINISH O.C. OR IS OR@ 2*.4'CONIJ WOOD PLATE -EaT Min, 2 ORO 1/4'0 TAPOOM OR'TAPCO14 Wmi ADVANCED THREADFORM TECHNOLOGY w/1 1/2- .X4 MI..PENETRATION OF THREADED AREA TO ,SILLP EXISTING WOOD HMER, /4"0'TAPCON OR TAPCON WITH ADVANCED 'OR THREADFoRM TECHNOLOGY W1 1/2' /4*0 TAPCON L A J \ DiGTE: 0. (SEE SOiEOULE ON SHEET 15) N TAPrON.=TADVA"I'100'ECO I�SEE SHEET 4 FOR TYPICAL • PENETRATION N OF THRF Min. ADED AREA INTO PLYWOOD SCHEDULE ON SHEET 15) F SHUTTER ASSEMBLY, WALL FINISH (SEE EXISTING MIN.2*.4� i/J IN Cox, READF PENETRATION OF STUDS a 16,O.C.I,%X_' PLYWOOD RE01M P 2-MOUNTING SECTIONS M BE MIN.Cox PLYWOOD REWO. OD TO BE WALL Fthltst+_�%g2�MkifR'FA INTO PLYWOOD COMBINED IN ANY WAY TO 2'x,i�STUDS 0 16'O.C. RED STUBS IN ON SHEET 15) SUIT ANY INSTALLATION. HV WALL SILL INV&LATION LEXISTING MIN AIW.Yl"." CtEE SCHEDULE ACCORDANCE WITH PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2300 OF THE WITH SECTION 2308 Or THE P 8 C. @ HY WALL SIU__ INSTALLATION 4 SEE Me'AD ONS OF U OF MADE SHEETS FLORIDA BUILDI CODE(Ron High Velocity Hurricane Zone: IR A. @2017 EASIEC METAL SUPPLY,INC. r,2017 TIMM INC.. BERTHA HW, System AQY. Accordion Shutter - AwSaSAW KV.SAX#1 W1 OR W10 Ky.WINDM MXE TESTING ENOINEERINIG COMPANY American Shutter Systems !RL.Y! MCRfPnON LMT_i —DRAMN$* 11 ti 0355 mw.. L sj_sze�305,ItROW GkqDRis,FLOROA 33tAssociation, Inc. I OLD 15-086 07127/1� CAM 07/27/17 DIP rA Phone (305)II7.1-1530 (50S)II71-1531 4268 Westroods Drive 2 'West Palm Beach, FL'33407 3. DRAWING No. I% WALTER A.TILUT J1.P.E. 4 17-107 FLORIDA Lt;,If 4061 s SHEET 6 16 OF 20 I.NaA_LLATI-O --DETAL-ISO-N-EXIST- N_Qf-2 ,QQ-BUELD,-NG-S-FOR-=1 =H'V=$r _ -HVA-RUDEZ-Agj MAX. 9HUTTER SPAN L+ OR .- FOR INSTALLATIONS INTO WOOD WITH HV BDCDE(D-ONLY S 0 10 s DISIGNP S SEHEET 19 FOR, mAx WALL FlWSH —SPAN & DESIGN LQ&D F R INStAL ON WITH QLA- E & IIN UNISON ir'{ H i Q O--I---•2'MIN.40OTapcON virm 4'x6"(Min.)Ex15IlNC .L EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY WOOD BEAM FLEQUtREO, i' '' a _ ! 3 4.0=20x3/4.5.5. STRUCTURAL ADEQUACY ,' •� W/ 1 1 2"Min.PENETRATIbN •, i i , )• �•^^- OF THRFEO AREA TO / OF E)OSNNG WOOD BEAM - } E r;i #• 7 1" PHR!!P^r TRUSS HEAD TO•eE CERtffiED6Y - f t, j EXISTING WOOD HEADER, rMin j 1,IACHINE SCREWS REGISTERED ENGINEER OR �^�r EXISTING W00D j (SEE SCHEDULE ON SHEET 15j V1/if4•-20 NUTS ARCHRECT,PRIOR TQ 1p"'''C—EQ —" '— TRUSSES OR '9 EQ 0 0 12'O.C. SHUTTER INSTALLATION. T r r• 1�2,' i f2•--• O�CTE REQUIRED + .V t .srr I. 1 OR 15 i 4"0 TAPCON OR j+ �� — — EXISTING SOFFIT • I � TMCON WITH ADVANCED t ,257' THREADFORM•TECHNOLOGY i ' .. f' r � Max. W/ 1 1/2"Min,PENERYATION 3 4 iAax.7HK. (- I, "•� �o i l E r / QtM4,.S • EQ £O-*) X•x4'4,10"CONT.ALUM.TUSE OF THREAOED AREA TO ®M6"O.C. I t � (3)5(16.0 LAG SCREWS TO OPTIONAL EXISTING WOOD HEADER Ij� f (6063-T6 ALLOY)W/ (SEE SCHEDULE ON SHEET 15) or Q OC i T OC l'it Or !�5 EACH LOCATER 'ERLAG SCOR VS Ai i I MfigWIDTH OF EXISTING WOOD t t �J fSEttBER,(Y'Wn.NOMLNA EXISTING NtN 2•x4" 1 OPEN HOLE AT EACH W;DTH)W/2'M•In. E CLASS HEApER REQ'0 MIN,SEPARATION TO GLASS EwsitNC i STUD TO ACCEPT �. PE74ELR4M OF_THREADED E• (SEE SCHEDOIE ON SHEET 11 i 5/164 LAG SCREW �S AREA VALID FOR GLASS—, ' AT CENTER OF TORE. 2'' INSTAL.ATIONS WITH 72psf { WL saww*, I=:AS.b.,DESIGN LOAD ANG n E 051ING IML S,PA'Y Tai 9'-0'MAX.SPAN.THIS a HV WALL HEADER INSTALLATION _! Zesw GLASS--I 10 CL4M(3E WSTA.ATION IS ONLY VAUD iit FOR 3, offia ♦ -.i st1£G[E Cot`''gi I FOR WOOD W/MIN.SPECIFIC ON S tm i6 rw iDOR 1 ii 1UR mFOE iT}aa MTSOF o.50 AS DOUGLAS OAOFSmk� ! g�Oy � ('�♦ FIR DP.SOULNER'1 PINE No.S. VVIR SHM 4 FOA WPICAL SN)NTER ASSDdOLY —{_ 1 OR 'l3+` OR E011AI. 2-MOUaK0 SECRONT::Cal fiE CDlABUtED 1,�-V CEILING iNST�LLATION 11 w ANY WAY TO SUR ANY km.-I IYXIN, U+ V EWNG INSTALLATION { T51ff08tRaE�LYi t 1 OR i sEPnri MIN. I t M1N.SEPARATION TO GLOSS I ) tL FSH ET 19was (SEE SCHEDULE ON SHEET 1'1) EXGLA55\.`f woad I TO G1A55 I t 1 EKGlA55-� 1 I ,\ '(ONESKEET 1� I I ALTER I 8 I I I ANCHOR i I , LOCATION E)OSMG ( FINIS N.i I ( 3f6 NAD. 10x3/4"HEX 1 I I ) 2'x6"MIN.lf0 7 7p x. ®+ 7 3/6 iilil. WASHER HEAD eTEY. - j BECK REQUIRED ( 1 OR 2'x6'MIN.WOOD--, „,,,, SCREWS 0 12 o.c (NO RNISH ,•\, F DECK REQIpRED(NO ”— ' t. ALLOWED) •FINISH ALLOWEb) .r /-EDGE 1/2" t.-- __.._.---- OF <�.�- EDGE OF DECK, 1:9 ,� EDGE OFD DECK!E i, IF APPLICABLE ••E. "' `+ - --•" IF APPLICABLE 1' 1/4:e•-20x3/4'S.S. = AAPUCADLE 1(4"0 TA7.. M;a `PHILLTP5 TRUSS HEAD �- �..-�,,,,___ t .,_•_---,-- 1' s STA; WRIf LR MACHINE SCREWS 1/410 TAPCON OR TAPCON%WTH ADVANCED 1 -- j 2 iW'CONT_ {t`. THREADFORM TECHNOLODY W/ 1/4"20 NUTS THREADFORM TECHNOLOGY W/1 1/2"Min. 2' ;.:' SILL.PIATE ;7 t!% i i/2'Min.PENETRATION .0-.C. i/S'0 TAPGON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. PENEUTATiON OF TLiREADED TECt3NOLOGY W T 1/21 Min.FEHETRADON OF ttllTEADID OF THREADED AREA TD / AREA TO EXISTING WOOD HEADER. (SEE AREA TO EX15RNG WOOD HEADER(SEE SCHEDULE ON SHEET IS) EXISR.RG L'l000 HEADER. SCHEDULE ON SHEET I5) (SEE SCHEDULE ON SHEET 15) � �q6E FOR X�BY WALK—OVER INSTALLATION Ci H WALL SILL INSTALLATION B ur sH is 0J Y FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Ueloacy, Hurricane Zane F /'tyAB 02017 TILTECO.INC; fEJ 2017 EASTERN METAL SUPPLY,INC. Lic c ��; BERTHA H V ""'� A Accordion Shutter System C � i L E C M N c. ■ M ■ ■ H.V.1 ADE#t W/OR W/O KV.W!NM SAX 23AAmerican Shutter Systems TILLIT TESTING 3t ENGINEERING COMPANY Lv.N OE5IUIIPOON DATE DRAWN LC ' e3s5 rLir.Sam•SL,stn.303,wRGM Carmaw6,FLORDA 331 ASSQCIC1tIOnA Inc. 1 OLD 15-085 Tj27/t- VAT- 0 Oz/27/17 T�is'•.•'`.- �1° Pnona:(309)871-1530•.Fax:(306)877-IS31 426$ Westroads Drive- 2 DRAWINCr No 1P.E. '•••.... ' 1��`b'1t' -mai:titevQ04OL"M West PcIrn Beach, 'FL 33407 3'�04 0wrle..P.E4 17-107 FLORIDAU`B44167SHEET SEAtJSiGNATt3REj0ATE s 17 Of 20 END INSTALLATIONS i NV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'ss"WN.WOOD 51}tas REO•e. Y.4'4RL WOOD stws neon. xe•pw. 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END CONNECTION DETAIL 0 END c(bNN.&MK DETAIL 12 �}a�oreolos,� FLORIDA BUILDING CODE{Non High Velocity Hurricane Zane 02017 FASTERIA AFETAL SUPPLY,INC. Ii t 02017 mrecO.INC, l -BERTHA I HVTM '�tGEVs ■ ■Air Accordion S �►, hutter System o ,• 1 L .E C Q INC. N.V.KAM#1 W/OR W/O KV.WNMW MADE p �1 pWT TESTING & ENGINEERING COMPANY AfT19Y1GOf1 Sh11f#8Y Systems .R pescerttotc uRAwN er Lc. ;} Assoctatlon. Inc. 1 Out is-0as ylnlj wT�: o�lz7lj1 6755 M..3SU,SL.ata 305. 4316 4268 Westroads aQnlve : Phono:(sOsjan-Ts7a.F4x>(aos)e'r1-sssT DRAWING No a-mea:ffiacoowl.cem West Polm Beach, FL 33447 3 �011IRL��C"� ' te-aaos�la. 17-107 WKTER,k MUT J,ne. s SHEET rtowtrA{c.9 aaTsr P.EySEIyL/SIGNATURE/DATE s taOF 20 _i tM. {_,pq�? ;,uo°yY> (T MIN aNa�M�aTtoN =.MGM K USE fog BERMA A G 7 Y �fUNISON WITH HV WINDOW SLADE A i,MAX.'MO.DESIGN PRESSURE RATING:+110,-110 Psf. rL 2.LWC.SNUT1EFt SPAN;96' 3.ALLOWED MOUNONGS:A D,G&H ON SHEETS 6,7:AS WELL AS a MOUNTINGS M.0,T U&VY ON SHEETS 16'&17. Z ONLY CEMERAMTES 21 (60TH WJ Yw/OR(2�)ARE AVOWED WITH 2� lJm ca n OR 0171 AU, ED INA OR OPPOSING IAYOIR,IN CASE-OF QPPOSfNG V lJ tTiY0t.i7 idUST$E tNCLU0E0 ONLY AT DOfiFdOR AL'fESS SIDE OF C CENTEMNA . TYA EX END • ♦ • / ` 5.(A)HV WIN 13011 '9'011 BLADE lSUALL ONLY A WW A WXMUM OF 5 OPENINGS • (3'P HOLES)FOR®PER BIAOE AT SPACRIGS SHOWN ON SHEET 4. 4FRO-ki � MAX.5 WINDOWS ♦ ♦ a s OF ANY kUN-CLEARANCE 04 ALLOWED BE P OR BOTTOM EDGE OF IAV ti1N00YY BLADE lG' ALLOWED AT tLV u°i a 1ANNDOS4 BLADE 1A s (C)FI TOR BUDS COMM.OUT FROM STARTERS AT ENDS MAY BE HV ' s a sa} YDNDOW ZEL .r�i ♦ . sa es (D)HV WINDOW BLADE'@ MUST Be USED N3tRNAYE TO A SOW tN 8U11E(D . I THROUGHOUT SHUTTER'S'Y1IDTNL .�, , ♦ . - . . B • (E)CI Y[ERMAtES sHALt ALNS 8E MSTAt1ID ADtAC1M 1B A SOLID HY 1 ! + BLADE t AT.ETMER SIDE OF THEM. A a s SEE'END - J ,� (t}POLYCAR80SL1TE FN WINDOW StTAtt 8E INSTALLED SCI itjAj TADS FACE CONNECi10N I , + I w $ THE MTFRLOft,OF TINE OFENMG BFIN0 PROTECTED.HV WINOOtY 4V•jl MUST BE ��' ONLY INSTALLED MNp 1DCKED USING A NN SETTING TOOL PROVIDED BY ASSA DETAILS ON SHEETS !S as as a sa CNA; FULL HEIGHT. - gAfla 0.SEE ANCHOR SPACING SCHEDULE FOR MSTALAAXIONS'INTO WOOD FRAME S BUILDINGS ON SHEET 15.AS LWOW BY SPIN AND DESIGN LOAD(SEE NOTES P P r &2AVDVE)- 7•SFE ANCHOR SPACING SCIIEDULE FOR INSTALLATIONS INTO POURED CO'PETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY I SPAN AN0 DESIGN LOAD.(SEE NOTES L&2 ABOVE). ax^�(SEE PIAN FDR REOUEREMEHTS) �^'j06 B.MMIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: D H 5, TYP TOP&BOTTOM W 1-1 -q �)I •YAND ZONE MINIMUM SEPARATION TO GLASS tUARED tWODi 1 THRV 3 ELEVATION RIND SSARADON TO GLASS —" E705DNG GLASS -�- im + TT'FOR tdA#Q4 6.25'� ...` ENADES�&�AZ-----____,,,`____z��_2�--- -------- ----------- -- WA Y-"@� Typ. (Di lA`l' TyP, TERLIATES.(21 @' iwrstk�t�' j Wf R ANTI �-,j r . ViJO ( NOTE 4 ABOVE) PLAN-` "' �Y" r TYPICALC1Z.HY BLADE WORKING N UNISON WITHV WINDOW BLADE S .SHUTTER* oj6Efc A. _ FLORIDA BUILDING CODE(Non. High Velocity Hurricane Zone 0%2017 TIUECO.INC. 02017 EASTERN METAL.SUPPLY,INC, s �fU BERTHA HV,E1 A® oA . Accordion Shutter System {7�yI y9r V.WX#1'W/OR W/o H.V.tiWNDON MADE • "♦ American 'Shutter Systems DTI. OESn6FTro1l DATE DRAWN BY: L.C. ¢�• TILLIT TESTING & ENGINEERING COMPANY s /4s9actatlOn.. Inc. 1 OLD 15-085 7tz7/t O?JE;, o7fz7 17 P q4'j p*,�n„ { 1 "IS N.W.3&R 54$ta:05,'A86VltA GkwO4.FLORIDA 33NE -sYL_._4•SLfF(}iC e�1''"_' Phone:(305)971-1330 F. ('SOS)071-1531 4268 Westraads Drive z a ♦-m EB��Gp71B West Palm Beach. FL 33407 s DRAW7ING.FN/oy +"' f ¢�•�L b e' WAVERER-fila Jr.P.E. i 1/—1 V7 FLORIDA Ito.19 44167 "5 SHEET P.E. SEAL/SIGNATURE/DATE. s EE OF 20 x 1 ,/2 x 0.035"THICK _._--..INSTALLATIONS W 1- HV—BLADE-:&—.--H1/ CENTERMA;1'ES=2I 2.000•Mox- UI"^%ft METAL T1D--_ dab ^ INTOMETAL STUD WALLS _ 41 m•aP 78• ,� A!o N91MINAL CO ON USE rg B D ACC) 10 5 ALUMINUM SLEEVE s 3/,4' 6 1/+:x035 THICK innsS�( MIN TALLATI JJ TO METAL 'alb WALLS &G$3-rs Attpy CONT.OAI.V.STEEL TRACK OFUNNE4'®6'0.4./// D 6"O.C.n "� ' ASlM M83 GRADE 40 WF.F6a 1 , SEPARATION 'ED GLASS F�^(,'}IED()(-E GALYANN FASTENED i4 SCUDS i ` W/(i)/ext/2'TEK scREtvs o)+ I EIGSTING FINISH 39 z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (ps() INTEF210R 4 EX0ERICR FACE } AS APPUCAS E ; N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM .. ASTM E-1996 SEPARATION 43c LENGTH t.T` EXISTING CLASS—.� MIN.SEPARATIONI I C 3. ALLOWED MOUNTING MS ON THIS SHEET, TO GLASS TD CLASS (SEE SCHEDULE) ,Qj v'zi +},� t/4"gd X3"„BOLT 4. ITHJENTERMATE.21 Wj 24 HV LOCK ARE ALLOWED 1 Tt(RU.3. I ice•) tx MUST PENETRATE 1 m WITH 21 ARRANGED A METRICAL LAYOUT. a USE 0 {2) 35 (&" LONG, MINIMUM) MUST ALWAYS BE 4 4- 1 3/4'.6 1/9`x 0.035'THICK IRA.j EXISTING FINISH ; ; 7 INCLUDED AT ERIOR'OR INTERIOR ACCESS SIDE OF 1373'- V- 373"i I-COrTL GALV.SIEa-1RACK GIiANNE1.I AS APPLICABLE „, ,, CENTERMATE. a .250` (' "-4-•�' a i1 AST1i A-FSI AST �--•— i GM.V FASTENED 70 SCUDS l,vj(2 6x,/2`TEK SCREWS ON 43c 430 iNCQ00R&EX,F3if0R FACE' 0 6.O.C. O 6`O.C. ry 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 114"0 ELCO CO..NSTRUCTION 112' \ 38 CENTERMATE 21 APPLICATION WITH BLADE t -� 12 Q O PRODUCTS FAR—LOi( HD 6"x I T/z� D.o3s`THICK �'^vaR1Es° g^ O.G. Min.ASTM GALV. TRADE+D ;::.�4;; :y.: COMPONENTS Min.6 -60 GALV.STEEL " ..•. ... MS. WALL HEADER/SILL INSTALLATION METAL STUDS AT 16`O.G Ain.";�;•y' :,:.`:, —FJ(iSDNG FINISH AS APPLICABLE SCALE 3/8"= 1' (TYP.TOP&BOTTOM) —-^——— —�----y 1 3/4 x 6 1j4'x 0.0,75 TMCK Mim il•, .:.w.••-.-:,. - •+.�•• •'»»-.' i r.: .';" `., ,-:.:Y' +- I /aw / GAN S11MD �E40in.G T;•_:'II 1"t':,: °43a•-4.-ib 43 i '.;Ii iI._ - CENEXISTING GLASS SYMME7TES ir , GALANIZEFl57ENED TO STUDS (i)681/2"TEK sGREws ON SEPARATION vARIESc, ; • �H•_ �EERMATES wrERwR EaIDRPACEWWTO GLASS 2- (SEE SCHEDULE) Mak.WER10R AINTERICESS SIDECESS S D ACF -----6--(TYP-)-------- -- - ---------^ ------ --=1N- ------'--- 6-mm.) -It`t -- - 4 ---------I 1 12 4 J 1 21 •-- 4 21 21 z) 2 21 i' 1 LOCA AT _ _ I. ! __ _ _ __ _ __I \ I HV HEADER/SILL ENDS 'L.(^�,} .! f _ -------- ------ - --- 3 (s° "') 24 } SIDE CONNECTION TO TRACK 1 2 — VIEW Y 3 tj4"(TYP•) 6 T/2-(ryp.) ' 7 i 7" 6 1/2`ANY.SLICK ** I {cant.) WEIBLADE SLAC UML HVF HVC FLORIDA BUILDING CODE Non High Velocity hurricane Zane Ar ' 02017 TI.TECO,INC. 02017 EASTERN METAL SUPPLY,INC. 0 � - -. .�✓ BERTHA VTM A S A q 775i �-qx ,� ■ ■ Accordion Shutter System H.Y.BLADE#1 W/OR W/0 KY.WINDOW BLADE TILt1T TESTING & ENGINEERING COMPANY American Shutter Systems Ey H DESCRIPT11 DATE• 01UA 6ri LG. 035511.W.ssln•,SL,m.309,eRauM cARDt3+s.FTDRd%33r6 Association, Inc. 1 OLO 1S-O85 7fZ7/17 DATE: O7/27f,7 - yA h Phano:(305)67,-1S3a.Fax:(30.$)671-1531 4268 Westraads Drive s - J$< .-.di:uk—Oaa... DRAWING No • @ .�g�¢t� EB-oo0671n• West Palm Beach, FL 33407 3 p.� rr WALTER A.TILUT Jr.P.E. 4 i 7--I{i! j 0�q ••�f41�.T' t FLOWDA Ma,8'44167 .5 SHEET P.E. SNORWAIUIZEJDATE 6 .20 pF 20 f