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HomeMy WebLinkAboutProduct Approval a P BCIS Home t Log In User Registration ; Hot Topics Submit Surcharge I Stats&Facts Publications I Contact UsA{ BCIS Site Map { Links { Search { Plolida . a_ • product Approval USER:Public User yam,-II6:abG-'a'.S r L�5vr.tltrr Product Approval Menu>Product or Application Search>Application List>Appliwtlon Detail e FL# FL389-Rio" Application Type Revlsion�i L Code Version 020_"�`, z nU f�— c"O(U NTY Application Status Approved L'-aUf O, .1� � BOcc Comments Archived I " Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email ! u y Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordio Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report, Florida License PE-44167- Quality Assurance Entity. National Accreditation and Management Institute Quality Assurance Contract Expiration Date 2/31/2021 Validated By ry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 RIO COI COI ASSA BLADEI. .pdf Ft389 RIO COT COI ASSA BLADE1 Z pdf FL389 RIO COI COI ASSA BLADE3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012. ASTM E-330 2002 TAS 201,202,203, 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summa 'of Products PL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking.blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R10 II DRWING ASSA BLADE3.091[ Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-3"for 40 psf FL389 RIO AE PER ASSA BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11'for 62 psf,9'-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 1 Extruded aluminum interlocking•blades retained by tracks(top �" Oniy-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R10 II DRWING ASSA BLADE1.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D",Max.Span is 16'-0"for 30 p.s.f FL389 RIO AE PER ASSA BLADE1.pdf negative ASD load depending on,centermates and locking rod Created by Independent Third Party:Yes configuration for the HVi blade,W-0"for+64,-72 p.s.1:W.5.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HViA,working in unison,See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection, Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 Rio II DRW ASSA BLADEI 2,pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R10 AE PER ASSA BLADEI 2.pdf for Blade 1 and IW-0"for Blade 2,See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Sack Next t Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer. a riaht 2007-2013 state of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail,If you have any questions,please contact 850.48711395.*Pursuant to Section 455.27S(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Nip cCtea .,©t. Credit Card Safe GENERAL NOTES: I. BERM H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EDRION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE OETERIANEO AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED.WITH A DIRECTIONALITY FACTOR Kd-0.85,USING A,SfE 7-113 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 11HRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHAD.BE FIRST REDUCED TO A.S.D.DESIGN WINO LOADS AREA 7: HV BLADES(D NIe BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS fia USED IN THEIR SYSTEM COMPONENTS 1-20-- -SHEET 2 ANALYSIS.HOWEVER•.A WIND.DURAMOH FACTOR-CD-1.60 WAS USED FOR VERIFICATION-OF-FASTENERS IN-WOOD. - - SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSIEM'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 AIL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLAME 0 10214.01-03.007t5.01-03,11004.01-05.#1214.01-05.§0317.02-06.10509.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1BBG AREA 7• W g en ()AND HV WINDOW BLADE hAl AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLIC,ABLE), -Hv WINDOW BLADE 0 I)05O5.o1-D8 AS PER A8TL1 E-1686 AND E-1996 (MISSILE LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 8 0725.01-BB AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER.ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 5 2.W BLADE OQ AND IN WINDOW GLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMIrATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3BMWH.V.ACCORDION PINS(MN SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE j14x2.75•AND$14XI.75'RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS NG SHEET 8BMWSTAINLESS STEEL SCREWS WITH 135.0 k9i YIELD STRENGTH AND 160 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HIV DACROSHIEID COATING SYSTEM AS MANUFACTURED 13Y APPROVED C[MEiRMATE ALTERNATING DETAILS HV SETTEE 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION 4.ALL ALUMINUM EXTRUSIONS SWILL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TG ALLOY IS 30.0 ksi AND 35.7 I i FOR SPANT DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005 T EXTRUSIONS 5 ALLOY.ALL ALUMINUM RUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 11"OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEET 11 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 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SMALL COMPLY W/FLORDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOL75 TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE--WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12,13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 HIV SLADE 0& WORKING IN UNISON: 12. 13&15 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PAW BY US.PATENT OSW458,179 ISSUED TO EASTERN METAL SUPPLY,INC. eRFe 3: HV WINDOW BLADE ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEALICAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUNTING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL NV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17D9.9.3 OF FLORIDA BUILDING CODE ONE LABEL SMALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO 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 JURISDICTION WHERE PERMIT IS APPLIED 10. 13.(a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.i.e..WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (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 NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS iN THE STATE OF FLORIDA (c)THIS P.ED.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(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBNIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 1T. FLORIDA BUILDING CODE(Non High Velocity Hurricane tone, 02020 TLLTECO,INC. L92D � METAL SUPPLY,INC. �Q:•' �CEN '•`��;, Accordion Shutter System F '.: _ �. E C O i n c. ■ ■ ■ e KV a AM#1 W OR w/o KV WNDW BLADE No.441 Z TILLLT TESTING Nk ENGINEERING COMPANY American Shuffer Sysfem6 Ev.H DESCRIPTION DATE 011"M 6Y: MP * 77� OM KW.36u.SI..Ste.MS.VIAGD1u M M.FLORIDA 3316 Association. Inc. I OLD 17-107 /2/20 DATE: 7/z 2020 S.o'. STATE :•Nr` �� P6oaa`(305)671-1530.FDA:(SO5)671-1531 4268 Westroads Drive z DRAWING No ,1 c-moll:Otecoccol.eom West Palm Beach, FL 33407 3 '20- sY CA-OW6719 4 '.90,c�'•. "COR(C .• ;' WAL10 A 1wT Jr P.E. 810N4 .. s SHEET ���''�•,L,sG�`�EAL/SIGNATURE/DATE A U. µ1� 6 t OF 2a t200 o• � \ � � o Max. pas °§1 a.371' J I r _AL \J 545 179 ALLOY 3OHV UNIVERSAL FLOATER 75 j ! �h OS HV 90'f180' STARTER COVER T /{ - °' QUALIFIED OR USE,W/ ED UNDER ENT QUALIFIED FOR USE W/ HV BLADE ® D C U HV BLADE 17 p� HYWINDOW. - 6005-75 ALLOY AND TEMPER Q FIED FOR USE W/ H 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF--BLADE®'ON SHEET 19 - BLADE Lt�T •373-� $ 6063- ALLOY A TEMP .12a•-,-1 _ 6063-T6 ALLOY AND TEMPER -A-226- .S94• 670• 2.226•--I..._� -I = 72'�T 1 lt8/211 !F 1 t- I r� q' b • _ --7__1 1 4.897 1 _t -- b"a q l 7�HV ADJ. ADAPTER W/LIP — 4.436___-__-,- o.oiz=_ "'`'" - 1 a.m2" QUALIFIED FOR USE W/ HV ®HV WALK—OVER TRACK w Bzo BLADE 1 �9 H ENC ��.255• 3^750_ ',_1 �HV ADJ. FLOOR TRACK O QUALIFIED FOR USE W/ HV 6063-TG ALLOY AND TEMPER BLADE 1 LIFI£D FOR US W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AQ TEMPER BIaDEQi ONLY. 1� HV RAINGUARD BLADE 7 063-T6 ALLOY AND TE ER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AOND TEMPER VARIES 1_936_-, BLADE VARIES 1936" p1 Y 1.915_ o, . rMcx.1 f ' 6063-T6 ALLOY AND TEMPER q1 083' .�"_083• - - -1 100• {-�I•�{_083' 't {{ .093 .Dss-aI m- .12 'i .060__ •: m_ _A60' .093 `, .1NJJ•, �4 - k� _O60• _I �� -_- t4-I yI -0060'�!� t ( �670i o s' 1 ml. Il tt . L 4—_.____ - .. 670 j T,d7a 11 HV CEILING HEADER 1� HV HEADER/SILL :13 HD CEILING HEADER/51LL - Q LIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/HV BLADE 1�ONLY SEE SECTIONS FOR VALIDITY. 6063-T6 aLLof AND TEMPER QUALIFIED SIEE SECTIONS FORVALIDITY �� 14 QUALIFIED R W/S� 6063-TB ALLOY AND TEMPER 6053-T6 ALLOY AND TEMPER BLADE LY. 6063-T6 ALLOY AND TEMPER �--X--7 COMPONENM A H 71 T2 % Y t a MN XMNYMN.t 1• Y .062• < 17 2' IS'MAX. 1/8• 1/6• -J' I 3• I0.090• 18 2' 5'MAX 0.192•�1 0.192• 16 SIDE ANGLES q"-O) CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES ,9 I 2.5' s 7•MAX. 0.19W -0.190" I QUALIFIED FOR USE W/ HV BLADE QUAUFlED FOR USE W/ HV --- -------' -- BLADE 1Q 6063-TS ALLOY AND TEMPER 13LADE 1 ONLY. 2• :5•MAX.!0.139•I0.131• 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 11 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' I1 Ih 02020 TILTECO.INC. 02020 EASTERN MEDAL SUPPLY,INC. ► ' BEE�THA HYTM A�S.S�A® Accordion Shutter System x KV. BLADE#1 W/OR W/0 FLV.WINDOW BLADE e No.441 7 American Shutter Systems REV, DESCJ11PnW DATE DRNN 9r: M.P * TILLIT TESTING & ENGINEERING COMPANY Assoclaflcn, Inc. 1 OLD 17-107 7/2/20 DATE 7/2/2020 6755 N.W.J61A.St.,St..305,W WM GWZM,RORVA 331 o STATE 0 e�Z02tJ Phone:(305)571-1530.Fw Z.(305)571-1531 t Pal Westroads Drive 2 DRAWING No y9� �L. e-m4R:611oco®aaeam West Palm Beach, FL 33407 3 20-164 .< �ORID a '� tC'••........ \•-�a WALTER A.CT H Jr.P.E 1VAL 1 G��`" nORiw Lk-g u167 8 SHEET p7a R1t� SEAL/SIGNATURE/DATE 6 2 0F 20 SIM 1/4--20x7/2- 1/4--20 rDIE CAST THREADED HOUSING El.uE L J45" -3ZL SOCIED PAINTED 2.299. .S,g- (J"b% b I, �1 I ED 'I r ME CAST (2 TYPJ f y- 0 r & . r, . 55 IL 1.325- Ai•V mms MOLDS 0. cfURDER &XM(CHMME (CM0145 PLATED) PLATED) v-; r CE HV LOCKHV E C2 HV FLOATING C - ' __114 QUALIFIED FOR 8 & ONLY CENTERMANr 6063-76 ALLOY AND TEMPER QUALIPIED FOR USE W/ HV BLADE(l)&UA ONLY ;421 - L87;rj QUALIFIED FOR USE W/ HV QUALIFIED FOR US W/ HV 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. BLADE(D& ONLY. (2 HV CORNER CE ITERM&TE IFIED FOR USE W/ HV BLADEUI ONLY 250'O.D. 6063-T6 ALLOY ANO TEMPER PLASTIC HEAD- 9-- 1.756' .92Z-- MOLDED TO SIC T 1-360'AFfER RIVETING 251' q" 0 BEFORE RIVETING X 3/4 S.S. THU 114"0-20 RIYNUT* 'J" --h e -.-ES 9444 ALUMINUM(2024-T3 AIIJOY)LARGE FLANGE TKS1 SHEET NUTSERT,Pant j 0820.AS MANUFACTURED RY AVDEL CROW TOTORN.PARSOPPENY.NEW JERSEr 07054 OR EQUAL PLAN FRCNT ELEVATION Hy m, r" LOCK CENTERMATIE HV ALTERNATIVE LOCK LOCKER FOR "T' LOCK C NTERMATE CUALIFIED FOR USE W/ HV BLADE(I)ONLY q'9, HV FEMALE ."T" LOCK CENTERMATE HV "T" LOCK 6063-T6 ALLOY AND TEMPER UAUFIEO FOR USE QUAUrIED FCa USE W1 HV QUALIFIED FOR USE VI/ HV BLADE QONLY QUALIFIED FOR USE W/ KV BLADE BLADE Q)ONLY. 6063-76 ALLOY AND TEMPPONLY WIHV BLADE(D ONLY. 6063-TG ALLOY AND TEMPER 40- 1-1 432L-,,olo=,T�= I OR 1 D63 amp KEY CnJNDER J21:F a .0531 .062- LL 'ja" Iq L& 0.15757 Min. 1 .125'Uqx. C11 HD CENTERMAW W/ NO LOCKING ROD HD C NTERMATE W/ LOCKING RO 405 t6t 115i .0 �d F--j QUALIFIED FOR USE W/ HV BLADE(l)& UA QUALIFIED FOR USE W/ W BLADE 11 pA) # 14D CENTERMATE'S INSERT Lai I)TEMPER 6063 T6 0' N 6053-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV SLADEQ)&VA VARIES.12"-1411'N-� -T6 ALLOY AND TEMPER 6063 1HUMEITURN fGR GR� -1/4 -21 3 CYLINDER .E;O L T.,Ze&. &1/2 Vj tDoI 1.57in.; OCYR KEY LINDER - LOCKING RMns - - L-1/4-0 (R HD LOCK ALIENED FOR USE W/ 14V BLADE01 OL /4* 0-20 A151 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ?E 6063-T6 ALLOY AND TEMPER (�6)6 AQUAL ' RIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ ITV SLADEO& QA 5 I NS TION WiLL REQUIRE A 7/1 HOLE THUMBSCREWS QUALIFIED FOR USE W1 HV BLADE INS ffILLED A KS FOR PROP EDMENT QUALIFIED FOR USE W1 HV BLADE(1) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 14N 1 2020 EASTERN METAL SUPPLY,INC. 02020 TILTEOD,INC. BERTHA HVTM or-Epj 9,* r---T--c-'o�im c� A.S.S.A Accordion Shutter System J N -67 iL E --7 11111 KV. SAX#1 W/OR W10 RV.WM)OW MADE 0.44 < American Shutter Systems m.N! DISMMI, HATE DRAWN BY MP TILLIT TESTING & ENGINEERING COMPANY AssoclatIon, Inc. F STATElzalzo 6"5 NX 3611,SL.SUI.W3.VIRGM OMER%FFLORIDA 331 4268 Westroads Drive 2 b; DRA1-1530.Fw:(3D5)871-1531 —11:bli—ftol— West Palm Beach, FL 33 WING Na ,"- 407 3 CA-0006719 4 20-164 WALTER A TILLD Jr.P-L �ONA14 FLORIDA LI.1 44167 SHE.ET OF 20 SEAL/SIGNATURE/DATE SHUTTER ASSEMBLY SCHEDULE FOR F-T HV 01, HV A INCE (D HV BLADE 1 II TO wo-ililp .0625' CCF f I � .1 1 -- SEn I HP 4 OW BLADE C621. 625' DINO x- W BLADE 1A HV LONG RECESSED NYLON BUSHING tit, SLA071S '0 0 IN .187b" y .0625-4 p. (Typ) 0.062 W SHORT RECESSED NYLON BUSHING MIS HV NYLON HAT WASHER 7.0. @'OR 0 FLAT PO I 3750, HV WHEEL CARRIAGE AISI 302-313 &I 4� -2.p7S x 0.870"X3/16"THICK NYLON WHEEL "MM 0 V@ -i'-@ ,4 ,-- A V.4� &3, -1—"_7 -14 2 7/8"MINJ CLEAR 315' 03.co 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION If ACC OPENINGS 5 3/4" iEncN E?AIDE 1 3/� ACCORDION PIN W/ #8 HEAD EXTERIOR .1 .. ..... ---- /U M. !�=.-—1, 4,1 o CENTERS HV 2 3/4"ACCORDION PIN W/ #8 HEAD 2 111V 2�" Elfilu CLFP.R @ POLYCAR13ONATE IMPACT RESISTANT HV WINDOWI. -f SET*EE" TYPICAL HV WINDOW BLADE �f'l AND T N, --®D62��' R7/e X-�3 7..."Y, L POLYCARBONATE HV WINDOW DETAIL @- (D OR 31 SEE NOTE FOR REQUIREMENTS) o 7T, PO REONATE IMPACT RESISTANT HV WINDOLY 0 BAYER V.AKROLON 3103 POLYCARBONA7rE H PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR CIF! CEE RESINS, UV-STAB11:0 GRADE OR SABIC M INNOVATIVE PLASTIC LEXAN 103 RESIN 1 0-1 ITT BY Q) HY (SEE NOTE F" ON SHEET 19) G)OR 0 (1) hV PIN SHALL ALIAPAYS BE USED AT ALL EXTERIOR BO-lTOI-A KNUCKLES OF HV ACCORDION SYSTEM IN/ HV OR POLYCARBONATE SOURCES FOR 44 HV 01,A BLADE. EXTERIOR amour TNICAL SHUTTER ASSEMBLY 14V p]14(D C&TR,AT (2) HV PIN (g, MAY BE USED IN LIEU OF (D-, AND ONLY AT EXTERIOR BOrrOM KNUCKLES OF HV ACCORDION OR SYSTEM W/ HV 1 BLADE'S KNUCKLE, BLADE WHEN CORRESPONDING TO (SEE NOTE*FOR sncll:GRxIT, Am.D792 0.043 w,�, 0.043 M/,,' INSTALLATION '11", SHEET 7. Il- 4 REQUIREMENTS) TENSILE TIELD STROs7H ASM 063! 9.40— 9=0 Tyl. SM-NON r MD �j DM U.S=p-L Q.00 WAS w(3) HV PIN 4Q OR @ W/ 1/2 O.D. 1/16" THICK S.S. HER .,N ar 9,151 F�AAL UODULUS ASN. 0790 .QW .,.L 345.00O W. SHALLI BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEEr CO) -070"M MOD v A'SM. a2w a n-.In 7 T-o& WHEEL CARRIAGE DETAIL -�O-E GENS, AS.4 Inm 47.2 N.T.S. ASSEMBLY LAYOUT RATE Of 9cPTTVG ATIM U35 C-1 CLASS C-1 CLASS SELF MMCN ASM 015M 100 WAnr 10 ASV C755 TE14LE SME=W AFTER WZAI Z J'- HV BLADE SOLID & 1—A HV WINDOW BLADE DETAILS MiSLE STIFIE S EV�E WSAMM11- saaa P.J. N.T.S. FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone: II III 02020 7ILTECO,INC. 02020 EASTERN METAI.SUPPLY,INC. BERTHA HVTM Efi Accordion Shutter System 0 �7!i 7ME C�Oi mc� AmS,SmAw- H.V. MADE&1 W/OR W10 H.V.%M=N R ADE NO, ArnerIcan Shutter Systems 1EV.N� DESCRIPTION DATE DRAWN FrY. MP TILLIT TESTING & ENGINEERING COMPANY I OLD 17-107 7/2/202C DAT.: 7/'2/20 53W N.W.3610.S--.SM 405,VINGN 331"1 Ansoclation, Inc. ( �/�/� A' !V�% STATE F Ph... (3q5)871-1530.F.:(305)ff71-1531 4268 Westroads Drive 2 4V DRAWING No West Palm Beach. FL 33407 3 04�-- CA- 06719 ;�610-164 WALTER A.TAUT Jr.J P.E. 4 X4z L/SIGNATURE/DATE, FLORIDA U,,9 44167 1 SHEET OF 20 e c c �•®�-i { ,��„� *NQTES ON HV LOCKS AND CENTERMATES• / Y x s i• o y, 1 ®,®® .�al�j 1. MANDMITY CONDIDON/1.ONE HV LOCK 2�or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN / OR 12'ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR NSf TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To OR a � � l 1 f i CENTERMATES W/(2) 1/4"6-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON �15��:/4 �4 TYPICAL SHUTTER ELEVATION. J 35 I 16„20•y I 2. IF DESIREDFOR BETTER PERFORMANCE OR-FOR SECURITY PURPOSES,UP-To-TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERNATES(j r q3 OR"SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. -HV9 I �C II i 3. J1 OR LIMITED MANDATORY CONDITION u ��•p �} �2 ,Zing 2 LS LISe�r W/TWO H.V.UOR`ILS)• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY IY f G4•""EJ°A900.0J6(9 I 1r .-24+��y BE USED IF DESIRED i0 ENHANCE SHUTTER PERFO MANGE. LOCKING RODS 5 OR AN ALTERNATIVE DEVICE 1 MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDIDON i2: ONE HV LOCK i S BE USED AT CORNER CENTERMATES FOR ANY SPAN - ! _ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS' § Hoc-HVC ( - I AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. - O I- -'liiil-__ ---, � o��u9� -� x 98�2�ONE ALTERNATE hY LACK C+6 MAY 9E USED IN UEU OF HV LOCK or FOR ANY SPAN AND Il ��� � ��� INSTALLATIONS Ai ANY ELEVATION.ALTERNATE LOCK�MAY BE USED AS AN INSIDE ORDUTSIDE LOCK.ATTACHMENT \ �� �0_ f OF 1/4'0-20x3/4'S.S THUMBSCREYI TO OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20xJ/4'ALUM. I 1 — � ��� 1 B�y RNNUi AS SHOWN ON SECTION HVE, SHEET 8.ONE'LOCK SHALL 8E USED AT 1/2 OF SHUTTER SPAN OR TWO \\ / CCcM6� I � I � LOCKS AT 1/3 OF SNIITTE7R SPAN. 1 I 6. MANDATORY CONDITION f3 FOR KEYSfON YOUNTINO O6f 1IA71DN4• ONE HV LOCK or or SHALL BE f III USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTFER SPAN FOR SPANS UP TO 9W.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR S OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL C04TEHMATES W/ (2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SCONNEC'aEE FIND—' M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF-LOCKING RODS 'S�W/ DETAILS-TON" D l `I` 3 OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS 10 h F E H• I J� K• (a: Y y I P D p V W X l 18 iYP.FULL n e � HEIGHT. -35' *NOTES ON HV T LOCKS AND CENTERMAT Se t OF CORNER "---------'--------------------aNuxxm TADIx- ------_-1_—� 1. + CENTERMATE tF$_:ONE ALTERNATE HV-r LOCK 6�MAY BE INSfgLLEp IN LIEU OF FW LOCKS®OR FOR ANY SPAN AND ©o9®mr©•O�Oa 1O•13 a+ IRST—ALLATIDN AT ANY ELEVATION.ALT�'RNATE LOCK AY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOfl®INCLUDES USING RE1NFOflCING LOCkFF��,AS SHOWN ON SECTION HVG, SHEEP 9,WHICH NUSf BE 10'®W�7•�m 1 +1 S a - CONNE TO CENTERMATES®AND®W/1/4'0-20 x 1 1/2"LONG SS_THREADED BDLT W/7/8'0 x 3/32' WINGNR / 1/40-20x1'S.SvMBOVE AND . MIDSPAN.USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY, *NOTES ON HD LOCKS & CENTERMATES• 1.HO LOCK i3l W/HD CEN7EgNxYEs 41 OR C 2 INI ib ;ONE ALTERNATE HD LOCK®MAYBE USED IN LIEU OF TYPICAL f 1) HV BLADE SHUTTER ELEVATION Hv LocKs;24 DR h5 FOR ANY SPAN AND INSTALLA71ONS AT ANY ELEVATION.ALTERNATE NO LOCK g MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO @ IS W/3/8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY aFrrIONAL ROMDA BUILDING CODE(Non High Velocity Hurricane Zone• IT III 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. .�` BERTHA WV V\GEN '=, IL ® te,1: ���®���m Accordion Shutter System H,V. RA E#1 W/OR W/O H,V.WiM W MADE 3 ND.44.:.1 TIL TESTING & ENGINEERING COMPANY AmeTlran Shutter Systems V.N DESCR"oN DATE DRAWN RAY: MP tk Association. Inc. I OLD 17-107 ea5s L.W.x sate. 5)s1a 153 .F..:(305),IURIDA axle /2/202 DATE: 7/2/2020 STATE 0 Pnarre=(305)971-1530.Fax:(305)871-1531 4266 Westroads Drive z $O,c•• F�0 D kr •-moo:Ytaco0ao].w West Palm Beach, FL 33407 DRAWING No CA-oo09719 %,FS•. A I �p WALTER A TILUT Jr.P.E. 4 20-164 O N 5 SHEET At G``�EAL/SIGNATURE/DATE n°ROA u`'+"te' "I,;," ,i 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE . POURED-. POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE�+ CONCRETE-., SHEET 13) REQUIRED /f 0-2W/4"S.S. REQUIRED_ '� !L-`.. R -1 EQUIRED F� f �y....r.._ CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS f� 17 18 _SSA r�.,,�E I .� r rj (SEE SCHEDULE ON W/1/4--20 (SEE SCHEDUL'.ON 13) (SEE uouxm+C®ox SKEEr 7) / li` - /`SHEET 13) ;NUTS 0 12"O.C. FOR 1J V /�;f Irn: 1/4^0-20:3/4^S.S. _EO^-f:'Q���MACHINE SC.4'WS /� j 4 1 ' f f�. I 1✓� �__ _ 1 I USING 1/4"-20 NUTS19EO f•EO� _ �f•' �/ `i �j f f•?_!,- _I-f'ryI I'_J •i fi ! f E 1� '`E.D..'%_f i �i Hom-.-''t - a 12" I O.C. . QOR 0 Q _r! Max.-.250"M-. 250" : fE.D.* "n25 Max. 5 .- • I I 11 /` �' f OPTIONAL ,�I '•I' -OPTIONAL " f i 1I TD was LSE w1 _ I I I 11 '-,RMA mA Ili �1-:-. • ;fl.' I { 1 Man I f 1j-''� ® ; wl IXISTINC MIN.SEPARATION TO GLASS L! G , �ALLSOfLQ,y i I ," Gf�S-.•.^�—(SEE SCHEDULE ON SHEET 11)'___"-} MIN.SEPARATION TO CLASS I f FI--_.....I_�,L. E%LSTING :~(SEE SCHEDULE ON SHEET 11)- (1; - Hv WALL HEADER INSTALLATION � --- ------ � OCC, HV WALL HEADER INSTALLATION BO HV WALL HEADER INSTALLATION + KEYSTONE EXI ._� ' ; I 1 I' MIN.SEPARATION TO GLASS 1 YN S1PAWON 1 I __ i ♦ I S '`—(SEE SCHEDULE ON SHEEP 11 Toa�LSE N, rfllgg 7)OR ® i I i -� DISRNG ( ) F,SE1{D7JE px 9$ I 1 �`�. I MIN.SEPARATION TO GUTS I �" GLASS-' „ELR dAOE AAro"' I N �ISEE SCHEDULE ON SHEET Illy- I , � 1 ON9w 19®RR I„ .. ®AfESmeL s lAN55--i I { /`/ X ! OPTIONAL �{I I I _... .i aPnoNu I I+ I 1/4•MO.. {�rE : / :•-_ —t Nux E.Ds i' ,r I 'i i t ,:{:; E.0�`.J i/ f, ♦' l + , -k I '-'@MI O 44 OR ! /X 1 EQr{ Ea ! i12�OR�4 �i' L�!.. __ 1/4'O-20a3/4'S.S. - `'•.• I Min. I EO._ EO. PHILLIPS TRUSS HEAD ' `1 / I / l MACHINE SCREWS USING ,i I CONCRETE ANCHORS j TRUSS HEAD S.S. SCREWS f 1©OP 18 -1.1 --�-a-. --TRUSS NEAO W1C{4NE SCRFVIS -CONCRETE ANCHORS I ,:- } 1'_; 1/4"-20 NUTS®12"O.C. ,� �-(SEE SCHEDULE ON 1 (SEE SCHEDULE ON SHEET 13) / / Min. POURED CONCRETE-° SHEET 13) W/1/4'-2D NUTS®12"O.C. POURED CONCRETE W_ `/ ' f 1 OR CONCRETE BLOCK OR CONCRETE BLOCK L,+� • % WALL REQUIRED G� � CONCRETE ANCHORS REQUIRED HV WALL SILL INSTALLATION POURED CONCRETE.__. (SEE:SCHEDULE ON 14) }IV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF MION�• - _INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER ♦ E.D. EDGE OISfANGE ASSEMBLY ♦SEE LWRATIONS OF USE FOR •r'^ 2-MOUNTING SECTIONS CAN BE COMBINED (SEE'SPECFlCATIONS ON SHEE"13) BLADE ON SHEET 19 l HV BLADE IN ANY WAY TO SUA ANY INSTALLATION. FLORIDA BUILDING CODE(Non Nigh Velocity Nurricone Zone' giwi14111 (N, ' 02020 TILTECO•INC. 02020 EASIERN METAL SUPPLY,INC. BER Accordion Shutter System , NO.441 7 = _ ® ■ s Itv' #1 w/OR w/o ttv WINDOW e�AOE Ar: it TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems EV.N OESC IP110x DATE DRAWN af: uP STATE 0eclation. Inc. I out 17-107.� 'u.•.r.V" e}S!xw.]MI,.St.sLe.JD7.WRgNu GRIMMDFNS.FLOILM 37,e .DATE: 7/2/2020 �'.• Pnon.:(309)871-1530.Fax:(305)571-1531 4268 Westroods Drive 2 1140 ID •� e- M Mf.".a.can DRAWING No West Palm Beach: FL 33407 3 20�164 //���•''•.R....''fV7` WALTER A.TTWT1 Jr.RE. 1 �?*SfAL/SIGNATURE/DATE �°RD7 u�.d 441e7 s SHEET e OF 20 r ------ I MBL SEPARATION PO;1RE0 CONCRETE ANCHORS ImL STrtavAO,rJ -_-�' i t� 1 CON REQ.RETEUtRa-D' `I.•....(SEE SCHEDULE ON SHEET)3) i SDto EAam(SIX II 'l l J ORSiItJG i 1 i(S.e.roSeHL'DmE ex'n•,nrl� �1 _ GLASS----! u .. I MEET tt) . /r ` SLABS IF i ..-I,�OVt¢FlA, I i = nio�adan� g I I r APPUCAeLE EXISTING D ��� I I �(rg`-CIItnILE— ; I Cj .I GIISS� ALTERNATE E XISTING / ANCHOR 1-�i i i i i GLASS ' I t ,r-/f 10x3/4"HEX WASHER HEAD 9OL!: 13 OR 1$ I 3/6'I pcv. - /' TEK SCREYJS tU 12'O.C. i ! /' EDGE GF CONCRETEANCHORS t8 r ✓ t -ftcy 6 : /^ /� ///. �' / / / APPLICABLF- i i I ' (SEE SCHCOULE ON SHEET 13} r Fq.-w_.-E _ J /. !I, ' T•_ I I I �" ' 1.-l.. t `vTJ _MCC OF /'J EYCucs� I I I it EDGE OF--+ r,' i/•, /{ •'Jr I f /r -j,r'/ �/1 /! r/r,r•, /. % SLAB IF ALP'CFSLE / ~. ( /I i� I f SLAB IF i / `fir r 11/2� I--1 f r EDGE OF / :7 i / / /I,`% U IS 1:s7,+F.•nc•+ 1 ig I I PPPLICADLE ;,v�' I E.Q.- E.U. / _..SLAB IF TO cU55(9TE 'I i 69 11 r J Y +,..;. AF'rI:CPBLE POURED I / , POURED- FLAT HERO CONCRETE ANCHORS . �,/ , / J CONCRETE_? ..._E.D. CONCRETE .(SEE sCHECULE ON SHEEi 7•r' "I n FL'R aKt O)AVO I i li �. O POURED•_- / I�: .t.:__=_I_.L� REQUIRED J REQUIRED ,FLAT HEAD CONCR=fE ANCHORS ON STt 19 Fcvt t I 1 OR CONCRETE I I I BP{�10t fW I-- -� I (SEE SCHEDULE ON SHEET;-) ._.__ .� 11 TRENCH INSTALLATION VAUD ONLY 0 HV WALK-OVER INSTALLATION DESIGN PRESSURE RANG&FORS SPANS PER U HV CEILING INSTALLATION (BI FIV FLOOR INSTALLATION t SCHEDULE#3,SHE I EXSr2:G CONCRETE ANCHORS GLASS--I io c!A55 ux.2PA2Nx:tr (SEE SCHEDULE ON 1%.0 Ow t~=r n) I cr,=LET IO I J ` ----� I IF SHEET TS ms etr.(LDc TrmcaN n/ ,.=_,Hcw:e'---• I ))pp�� I I ) � nDYANIxn rHI:FAxD�e lJ EXISIING I i 1'i 1 I, I E'ISTI:<G _, _._[XISTING.__ I .T_.`_.___.._.-.. TEOW01.0 Y Ca t/4•0 PCACRjLASE ,f3gi.TiAGKw tO WS G1AS5--, / •� FASTEN;7S TAVE+:N2fM W G ; , ; GLASS -(m con:^Dt CN 1 L_-I -'i .. 1I 1 /t,IL Smd3U]'�.'1 TO Ct<IS 1 I 1 )3/4•P T.LY-W1�O 6• D i I I _ I ..C. L'P TO JS LA GER KANi4'0.0•i0R SPR19 IPFGER THM:_.1/4. ' � If�t1 6-0-UP TO E'-D•tWE PFFY�. l � AT E\IC(rA+^iQ:EP.HEi�k,.)L .r tlOTc}}CH 6HEtT iT/3' 31 T/q" `� (i1.44"HEX a.'' �oR uLLTATatt`u'f /3- 9 I L, 13 15 ;-1 aasHER HFUT IE'D' VAX. t 1 -TEY.SCREIS C! h �._t III,I i { 1434" HEX HJD._ 'tI3/S' - J B12'O.C. Plfl- j / $ il� , I •t�� �f�f� TE):smews y 9"O.C. 1 J _• I I I 1 55 HS CONCRETE AICHCRS l'i_t=-�___C 6 + jLix3/4"S.D.S- 1: __ I tl�� i i T/S'J •.� I: / .-JSCIc 1/c-c-20 NUTS OR 1/40-20 S.S.1H•S- mot• -' ;� O r..s/ `..c, ®s"O.c 1`.�" ___ rdox. I 'i'1: /�fr/ a I_D.C. w/NUr 0 8"O.C. - (SEE SCHEDULE ON I T/`=-? It 'i�•--; / ,f•;•, /!;!�/ SHEET 14) '.• 'LV, ....f._.- ..1 `-17 O1,18 2. t-. _ �._i 2.60- ._`• nxiLtilGiwa�oEcctilrn:rL t / / -� 1r' ,-�^,. 17 R� I"• ,•1:.. E.O. Gst �I!/ / ._GIPS aF k r i i/ r'. 1 .I r ' _04x3/4-F.H.S.D.S. )_ 1:.1 7f8'y�--1 7/8--�i j•r/ r _ APPLICABLE`-•-'l-•—i V.a/.'\• - (i 9"O.C. •• gcotrO /! / L— `-CONCRETE aNLHORS -SEE NO,c 13(b) f" •., - - PRIMED ?E-Dr`- ! PQLJRED CONCRETE- fSEE SCBEOULE ON ON SHEET t 'SEE HOT.- 13(!,) f% _ -%-1;l-; ,Ct,. OR CONCRETE BLOCK SHEET 14} POUflE4 CONCRETE- ON SHEET i ___: -- - -1 — ---- )t=--=- REQUIRED OR CONCRETE tL0 K �j KEY STONE MOUNTING INSTALLATIONOrr^TIONA!-t POUtvEO r L) RNVR 6LL WALK—OVER INSTALLATION VAX UM AS.D.DESGN PR'cSSURE.-+6+,_72 W CONCRETE- (K1 HV WALL FLOOR INSTALLATION r RF.CUIRcD � MAYWIld SHUTTER SPAN 8'-0" CJj HV RAINGUARD INSTALLATION t ISM 2<O =OR CONIBIP)4T70N O%SEON SHALL BE CDONS: E.D. EDGE DISTANCE t REMOVABLE M:HTHIS IEN P-MFGRLIM )-SEE SHEET 4 FCR TfPICAL SHUTTER (SEE sPECGICA710NS ON SHEET 13} OR ADJACENT aTNR7AICEAN OFEflAO!E EXIT L�E MAAOIVS OF SHEETUSE 19 FOR INSTALLATION ®NAILS W� \L I'IV ®IsA®E ASSE.BLY -NOUNRNG SECTICNS CAN BE COMeiNED IN ANY WAY TO SUIT ANY INSTALLATICN. FLORIDA BUILDING CODE(lion high Velocity Hurricane Zone, �t�i1l�lIli ij1�,�' ©2020 TILTECO,LNO. ©2020 EASTERN 1AETAL SUPPLY, INC. �Y{� (( T` BERTHA NV TM .�/ /i TM � vCEN F" ''��'' w f,' Accordion Shutter System NO.44 67 s 'L C' ® TRIG- a ti KV. BADE#1 W/OR W/0 KV.IIWN MADE 3 C yc _ LLD 40 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems tEV."a DESCRVIRIN DATE DRAUX BY: M.F a' STATE p C .353 BAY,360.St.,Ste.100,MGM;CAROEF<,FLOMM43316 Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2025 �'. Phone (305)871-1530.Fox:(Z05)871-153i 4268 WastrOOds Drive 2 DRAWING NO e-m N CR—Duos.. West Palrn Becch, FL 33407 s :��F•.,�GRI ia(``�� CA-0305719 4 20—1.L 64 / s •�`' ` WALTER A TIUJT Jr.P.E. i,S'� j NAL �L��`SEAL/SIGNATURE/DATE FLORIDA u=•8 44167 5 SHEET s 7 OF 20 SEE END WALL Co `r INSTALLATIONS W f n HV AN��AT LOCKING®9 N ,HV LOCKS©e.p O uT 9Q_.i 1 I N ro-o-.9- ISTING CLASS ##BLAANDDE ALTERNATE xv LOCKVF ow SHEET S. l RUDE STACK DEtAII HYF IS VALID FOR ALL BLADE W HV CENTERMATES CENIENIUTES APPLICATION WITH BLADED 12 OR� SEE END WALL CONNECTION rIXISTINC GLASS DETAILS ON SHEETS 10 & 18-j ------------------- -L- (6063 T6 Al1AY)ALUM. +®$ _3 1/4" _ 7• 6 1/2• T l ANGLEW/(2) 1/4.O TAPCON ,/2• ©+® I - OPPOSING SYMMETRYCAL +I+ ANCHDRs TO CONCRETE CENTERMATES ( I I (raP/6o1roM) \ CENTER MIN.SEPARATION (4)g1 Ox1/2"S.YS.TO TUBE I �..110.S/4•S.M.S.®1Y / I g O.C.Fuu LENCHr r W HV LOCK ar W/ HV LOCK or To GLASS AT EACH ANGLE.(lYP), I r^!' (SEE SCHEDULE i � ON SHEET 11) -- - i=zz=iI I _ 1 ' t 1/2• '® \``�.J t--O - 1 ( `i j^,.•�,� - L/; a0 22, � q^f-�\ poI Z/ " L q) HVB OUT ® ..(z3, HVQ �' HVA pa®oa©+Ow® 1D +pa EXISTING SS NG GLASS POURED CONCRETE OR aCE00NCRETE BLOCK WALL ©+O`®�©•O !.__._ ) to+per .pax1�7+®.. ___ _ " EXISTING 1©+®at�+®O1©+©' I `--- - --------- 6 + GLASS , SYMMETRICAL * 7 1 6 + 7 8 + B m+ 9+ 3 a 19+ EXISTING I I N ��+0+© O ® MIN.SEPARATION _ _Q_O O O O ®�'G CENTERMATES* rLZ F> goat g m+e , ! ©+O ®+O O TO GLASS r 5- r , �,©.® * ml W/ HV LOCK 6 OPTIONAL (ON S�1111) �j 1 T MIN.SEPARATION'+ +. + ' t-' (INTERIOR) O'Oa+O'©°A 19• ) 1 ,a TO ® ® I 2Z (S SCHEDULGLASS E E, I N OPRONAL •,\ J ON SHEET 11) L (INTERIOR) 1. iz OUT � ! coNcaLTE 3 I va1lEs (�J OUT ( _ 6 1/2•MAX.SLACK OUT 23 '-{ Gy (EXTERIOR) - HVE HVF** HVD .j IFLDRIDA BUILDING CODE(Non High Velocity Hurricane Zone, ```�1v�vll(tl�lfl 4lt�rr ' 02020 71LTECO,INC. 02020 EASTERN!METAL SUPPLY,INC. BERTHA HVTM �N� Accordion Shutter System No.44 67 KK MADE#1 W/OR W/o Kv VAMOIN HADE TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems V,N. DESCUMON DATE DRAWN M. ALP STATE F Association. Inc. 1 OLD 17-107 �/.O/!.� 63s3 N.W.36N.SL,Ste.3D3.Wa4TNA"Dom"w"A 3316 /2/202' GATE: 7/2/zo2o Phone:(305)871-1530.Fax:(305)a71-1531 4268 Wastroods Drive 2 DRAWING No "10R1 P,. __ill IA..a ro,r+ West Polm Beoch, FL 33407 a '''�i`,ss/ONAL ���SEAL/SIGNATURE/DATE FLORIDA WALTER A.0 j 44167 s SHEET2 64. 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" L0C �Ol HV MALE/FEMALE "T" LOCKS CENTERMATES 8 29 & LOCKERS a W1 n HV BLADE � SEE 010 0014NMUON DETAILS ON SHEETS 10 8! 18 INSTALLATION C1 HV BLADE OUT av IN `), COS HD anss MADEpWCK DETAIL NW.INDWED ON SHEET a HD CENTERMATES a't� �a0.O O O WI,TELL AS(THIS SHE FLORINS 0.10E®DEWL NOD-tND. 6 a 8 a 10• 3 a INDIIJ1TEEt ON ETA SHEET NAY R=_USED SHEET. . AL1ERtuT END WALL CONNECTION- L o a� ®•�®'fie th7 DETAR NVO 3Hmvx H THIS sxEET. DETAILS o SHEErs 10 18—? O.O•®a0.O•®a zVT1'AL-z r O ©a® ® t teoeJ Ts AUDv)Kau * 3g* OGLE w/)1/4•0 TAFOON AN,�TO COrCRETE i ._..__..-_ t I torTroNAL) Ci 4,- (OPTIONAL) N)B1at/x•s�i4s�Da�iueEA � � ,%-110s7/4•s.YSOtY --_----_-^-�--.___^-^__--,_---._..`-.._ a EACH AHO E.am D.C.FERL EENGHT. * F i IN L _ 1 i �l FIN (4)H.V. ----:._� PIN H.V. —) II wx smANmCx i EI L $ 30 HV "T" Pr+s N.V. ;11 L\j 7 J/r PINS�')'. ,s s n•'• _ ts¢m. LOCK (INSIDE) "`'= --- - ---- - -- r- -- I ------ ---- ® 1_�nr� �i' ' O—U- 31 at 3.2r �s I 13 I \31 DR© 31 oR 32- I ^ I 31 oN 2 - cam" G,4-I`� *sEr NOTE O FOR HY LocN 3 Twi/" 0-20 x 1/1/2" S.S.M.S. 1 H B-HVB OUT ( ) HDC-•T'LOCH,oN SHEET s. * 7 8"0 x 3 32" WINGNUT. (ovnwo D ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL Y ALOCK (INTERIQR)HD ES u„^* W/t34• LOGK (EXTERIOR) (2 SERIES D•44 wAnxutA •(••• ®�®aO O Oa0 ®a (ao24-rJ Auoh wtcE rw+cE tEux 6•,(7�a�8 1 D AS MANUEARIIRED BY AMEL.CHERRf ^-�•®a®•,L�J'-'®•®a TWCVI,PARSPPEW.NEV JERSEY ©•O♦®a©•O r®u 070554 OR EQUAL 8•®m0•®a®•�a�•® GEE NOBS OR L07M Ras®•No®LOCO ON sties 3 O�• »*WO SAL nM W DEADER MAIL HDO-M IS VAun FM ALL COCE ACES APPurA MS WIN DUOT 0 r LW, HDD-HVD** FLOATING STACK RMDA BUILDING CODE(Non Nigh Velocity Hurricane Zone • p 02020 TWECO,WC. ®2020 PASTERN METAL SUPPLY,INC. ,,�,��'�`�►1 i1 , irk,,,,- BERTHA HVTI.1 Accordion Shutter System /TL E C® fH�. o . KV.RARE#, W/OR W/O RV WINDOW I ADE No.441 7 Amorlcon Shaffer Systems TILUT TESTING & ENGINEERING COMPANY Association, Inc. Ev.x OLD n107 osea- /z/z w oATe DATE 82: 4P , lo z/z/zozo 393 D N.W.Jelh.51,St.J0.1,MiWYA GAROFNs.ROIGW 33I8 s.a*. STATE Phone:(305)871-1530.Pon 1(305)871-1531 4268 Westroods Drive 2 DRAWING No z 9• D-moo:tKeI.C.01.com West Palm Beach, FL 33407 J O CORI ? CA-OW0719 'ZQ� st� �[�•.. . `C• WAITER A.TILER Jr.P.F. ��''�AC,SSIONA 1i"'IEAL/SIGNATURE/DATE �RI°A uo•®uEe7 8 SHE 8 OF 20 POURED CONCRETE OR }r-^�-f /'"r�'•.lr�r��--_ —POURED CONCRETE POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL. �. �4�'— � OR CONCRETE _., ..�1 _ i�OR CONCRETE �� I�OR CONCRETE REWIRED / / %/ BLOCK WALL REQUIRED i /�'_�-_ ;' BLOCK WALL REQUIRED r•--- . / BLOCK YlA11_REgU11gD r/ GLASS V ,+ CONCRETE ANCHOR'. / - / DUSTING GLASS J� / _'.> O 16 JO.C. ; f.-/ r /_�l7fISTING GLASS ."I • i % — ---f1 may" / `r/ ( / f�2•MIK EXISTING GLASS V•2 MIN. — r� ttN.BPAR010N <ti / !� ! — '..7 !' !• :G II_T _. j l 1 ,/ TO GLASS(SEE '' Tr f• j Eq / MN.SEPARATION %• .%' SCI¢DUULE ON SHEET �!' ►AN 0H - r r � �r MN.�APAna� TO GLASS SS(SEE 1 I !.r '• / f 11 FOR BLADE(DAND TO (SEE `�'� , 1 11LE W SHEET 1/i6'x3'MAX. ON SHEET 19 FOR i SO6DUlE SHEET 1 Ilf ( 70 CLASS ca(S�I�T Il FOR BIAOE®AND (6063-TB) COM. _�- BLADES(j40 ' /��, it FOR (DAND �•+ ,�1SOHEMUE (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER _ _ ON SHEET FOR 11 FOR 9.AOE OAND EITHER SIDE • BLA w&® PLATE. (LOCATE 1/z I - -'--Ij - / WDFS tQ Q� 1/,� _ \ ON SHEET.WFOR OF 5@) i Al'EITHER SLOE MIN.l ` I 1 I 1 9AESm& 1/2'MIN. OF jl I I I SE 1'OR 2'MAX. I 1 T #10xl/2"S.M.S.,. I ? I ` ' (A ) S APPLICABLE xz xl "x y10x1/Y S.D.. 0 16'O.C. (/r ;� ? A ---_—_- ALU MUM CLIP ANGLE 0"-Z- O.CC.. O :b• ti.. - 7 (60 -Tb ALLOY)AT MIDHDGHT-•�f _, l ® (1) 10x1/2.S.MS.To®& !\ i (2)/4-0 TAPCONS ANCHORS TO % `�- lJ -_ •-- SEE DETAIL X FO W AT 1"O.C. (LOCATE AT r i .-..- p t F16OR SIDE O NTRACKS O OR 2. ER SIDE OF®) O ORQ OR .. SEE DETAIL X FOR !SIDE CONNECTION _ I 6 a g 10- SEE DETAIL X FOR- TO TRACKS ,I�j�w 6 7 8 10• ®w SIDE CONNECTION -! ®p1©'�010"'l"Y•®°1 ���� Q� d� 0w 1�p o®w®'®a'®•®°' TO TRACKS 10•®°'©'®w©'®w 10•®"'®'V.J"©•®w J 10•.®w®•@-&0m 6 7 6 7 ©-0-o-©•�•/®�w e 7 6 7 0, O'®wO'O' _0. •©°f©•Q•®w ®•®wC4,,®wO.�w ®'®w0.®"l J'®°p B• B ®•,y�"' w ©•®mLL®�Y•®w®•�w©.® ©•®wO,,fA_�•®w,�3,.tZ, O ®•®'�®'C7 ©•®°'®'®°'®•®w®� END CONNECTION DETAIL 0 END CONNECTION DETAIL END CONNECTION DETAIL U3 END CONNECTION DETAIL POURED CONCRETE OR i REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' ' EY STING GLASS / CONCRETE BLOCK WALL '-- EMSTIS G REQUIRED I ' ION SEPARATION '• y19.i/2-s.M.$! - I 'ST31mlAE ON( / O 16"G'C. \ MN.SEPARATION D, Z_r ------- •r==='--_- To GLAD(SEE ( '®at®OROOR t:FOR BLADE([)AND CONCRETE ' I/2•MIN. SCHEDULE ON SHEET �------_____ �''7'----`-j ON SHEET 19 FOR ANCHOR®-- �-I I - BfADEs�& 1t FOR SIADEmNJD 4 "� ____ QOR tQORf•�OR� CONCRETE' 1 Q� 12'O.C.,• " J ON SHEETT 19 FOR ®_: {.______;'_ ANCHOR I , i\ EL I % O B:AL1ES I i OR't O.C. r:L% - ,1/2 MIN. f j Ilr !�: `2'MIN. ,M '� � EQ `'• '©ORv�UOR Y MIN,J \ •SSE Li All0NS OF USE FOR VIEW Y BLADE AA ON SHEET 19 @OR@OR(qDR@OR@ ' - �'� Y iQ OR ®' I PLAN FOR O O Oa0 ®w DETAIL �- POURED CONCRETE OR CONCRETE END INSTALLATION CONCRETE BLOCK WALL �`, I�a®w®•®w®,®o. REQUIRED ��'�®w0'�®•®w ©O•©w©O-®w ©O•©w©O•®wI HV BLADE OR 46 HV WINDOW BLADE INTO ®�®•�•®w ®'®'®'®°©'®w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� Q•®w®•®w®i -®w®.® END CONNECTION DETAIL© BO ®w®®p F1.OfnDA BU1101NG CODE Hon High Velocity Hurricane Zone' 1t � �}► � 02020 TLLTECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA TM ZIMLRZO � � � � ��,�. � � „ o Accordion Shutter System ' No.44 67 = Kv BADE#1 W/OR W/0 KV.WINDOW BAIX ,.� American Shutter Systems MY.N DESCRIPTION 0AX ORNWR Bt: M.P TILLIT TESTING & ENGINEERING COMPANY 'o STATE F sass N.W.36th.sE,st. Los YR t oA cAROOLs FlAR DA s31 AssoclOtlOnr Inc. 1 OLD 17-1D7 7/2/ DAIe 7/z/2o2o �•-. Phma:[305)971-1530.Fm:(305)BJ7-1531 4268 Westroads Drive 2 ,t F�ORI a—mal:URaeoOaat.aom DRAWING No ��?�� CA-00067 9 West Palm Beach, FL 33407. s /� `'''•A`. .... � 1L��C WALTER A TILLR Jr.P.E. 4 20-164 `AAIIInuun ��`SEAL/SIGNATURE/DATE FLORIDA u�.y 44+97 s SHEET 61 10 OF 20 SCHEDULE #1 SCHEDULE J12 SCHEDULE #3 MAXIMUM SHUTTER SPAN'' "L+" OR 'L-" MAXIMUM SHUTTER SPAN* "L+" .TAXIMUM SHUTTER SPAN*"L+" • (ftC FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R •L_" { INSTALLATION LEGEND CENTERMATES•® &®or or INSTALLATIONS W/.Qppg IN W/ ( CENTERMATES t.) INSTALLATIONS CONCRETE& W000 (1)t.+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or ® or�or CENTERMA(ES. ft�i �7 g1Y/ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK®W/ NO LOCKING RODS or ONE HV LOCK or or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®&®W/ ONE HV "r' W/NO LOCKING RODS® OR W/ NO LOCKING WALL A, 8, C, D,E, M, N, 0, P, Q, A.S.D.DESIGN PRESSURE RATING. LOCK W 0 LOCKING RODS RODS MOUNTING F. K & L R. S, &V. ® ®TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING O (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM (SEE NOTES TAT)) SHEET 7) FLOOR/CDUNG G. H. I, 11.J T, U, W &X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&wooD MOUNTING - - --- - CONCRETE&W000 INSTALLATIONS -- NAxanw MAxho11 1 n _ w.DEN_ CONCRETE _ - - & M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. A.SID.DESIGN-. _ _ .. ... _ ws.o:msral - i�sA Discs INSTALlAiIONS - WALL NOUNTING %LOOR/CDUNG PRESSURE WALL MOUNTING f,K511xiE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. (RATINGP.0-1 R9ING 05ia FLOOR/CERING MOUNTING MOUNTING d: GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. (D.af.l 1R"3J FLOOR/CFL.ING MOUNTING (. -- (+OR-) _ _ OR-) - _ (.OR-) n.Do ILOUNRNG DETERMINE MAXIMUM SPAN •L-•FROM SCHEDULE. L 4 (R) L-(R) L+ (0) L-(IQ L f (I) I L-(R) - L+ (Ig L-Aft) O MAXIMUM SHUTTER SPAN'L+"OR'L-"FOR 30 OR L 16'-0'_ 16•-0' 16'-0" 16'-0" 30 16'-0• 16'-0- 30 16'-0"_ (_ 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN I5 EQUAL TO THE C f05 psf.A.S.D.DESIGN PRESSURE ItAnNG. MINIMUM DETERMINED SPAN BETWEEN 'L'+'AND 'L-'. _35 ta'-10' 14-10' 15'-2" 16'-0" i35 - 14'-f0' 14'-10" JS ts'-2" 1 16'-10' 40 - IS-10' 15-10" 14'-2- 15-2-_ - 40- _ 13'-f0-____73i10" - 40_ 14•-2" 15'-2'- (3)PROCEDURE TO DETERMINE MAXIMUM..SPAN FOR 45 13'-1'_ t3�-1' 13'-_4' 14'-3 45 _ __13'-1" _ 73'-1- a5 _ 13•-4" _ 14'-3" 1 HV CDRNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETV£EN WALL MOUNTINGS 12'-S- _12'-55•_ _I2'-8'- 13'-7" 50 _ 12'-5" 12•-5• - 50 12'-3' 13'-1^_ MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: _ _ I -.� SHALL BE AS INDICATED ON MANDATORY CONDITION ___55 it'-10' 11'-10' 12'-1' 12'-I Y- -- 55 11'-10' ! it'-10' S5-- _ 11'-1' 11y11- #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11=4'- 11'-4' 11'-T__-_12'-4'- _ 60 17'-4• 11^-4• 6D v 10'-Y___ 10'-11'- NOTE�5,SHEET 5. RATING: ---_ 65 a 10'-t0' i'-t' '- • -65__Vf 0'-to" --10'-t0" 65 9--5" l0-1 DETERMNE: -- ^'-- ---- L,+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 00-6• 11'-5- 70 10'-6 ^10'-6' 7D 8'-9• 9-4' L2+= MAX.SPAN FOR FLOOR/CE{UNG MO75 70^t• 10'-4- 11•-Y __.75 10'-1` 70'-t- 7g _ -.-.�_...g�-9�._ 't1'EXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. ___.80...___ 9'-10" V-10"_ 10'-U"__ 1W-9'- - 80 9'-10' 9'-10' _ 'L-'AND MAXIMUM A.S.D.OESINO PRESSURE RATING FOR 85 9.-6' 9'-6' 9'-9- 10'-5' 85 9'-6 I _9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE SHALL BE UMTED AS FOLLOWS: RATING: !_90 9'-3'_ B•-J•-__9•_5• 70,-T• 90_ _ 9;-3• . ._9'-3" DETERMINE: _ 95___ 9.-0-___ 8'-9'__ 9'-2" 9'-10-_ _ _ 95 9'-0" 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Li—MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' 8'-4' 9'-0" 9'-7' 1pp g•_g• g•-4' LIMITED TO +64,-72 p.s.r. AND 8'-0•SPAN. SEE L2-- MAX. SPAN FOR FLOOR/COUNG MOUNTING 7•-it-_ -8'-9" 5'-4- 105 8'-7'`� T-t1' MOUNTING MOON SHEET 7. INSTALLATIONS. 110 8'-4- 7'-7" 8'-7' 9'-2- 110 8'-4- ( 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE —_ 115-_ -z 7'-3- V-4' 8•-11' 15 8•-2" 7,-3" SEPARATION TO GLASS SCHEDULE MINIMUM BMW'EEN •L,+'. 'L2+-, "L,=AND'L1-' 8'-0' 6,^11• 8'-2' -8--9- 120 W-0" 6'-11 - _125 7'-10"_I_6'-8- 8'-0' 8'-5- 125 7'-10• fi'-B' ALLOWABLE TO ANCHOR SCHEDULEDULEE A.S.D.WITHFINAL MAXIMUM ABLE SPAN AND NEGATIVE.0.5 DESIGN 130 :7.-a- 6'-5' 7'-10' e'-1' 130-- 7--8` V-5- PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7--7• 6'-2- T-9• 7•-9" - 135^ 7'-7- 6--2' - WIND ZONE MINIMUM SPACING. 140 7--5' W-11"-_-_-7--7- 7•-G" 14o r-s-___--s•=t,=-- ASTM E-1996 SEPARATION _ 145 Y-3' _5'-9' 7'-5" 7'-3" 145 T-3' 5'-9' TO GLASS 150 P-2' S•-1 7'-4- -T-O- 150'...__-'7•-2- 5-7- 155 7•-0' 1 5'-5- 7'-2_- _ 6'-9"_ -- 155 7'-0' 5•-5• 1 THRU 3 160 V-11' _5'-2" 7'-1' L 6'-7" 160 W-11- W-2" 1.. 165 fi'-10 5--7'- -7'-0- 6'-4-- 165 6'-10-_•- 5=1' _ 6' 170 _ 6'-9-9' -4'-11' 6'-11' 6'-2- _ 770� 6•-9'- I 4'-11• 175 -7- 4'-9' 6--9-_ 6'-0"- -175 _6'-7' _ 180 6'-6' 4'-8' 6'-8' S'-10" 180 �\J 185 6'-5- I-4'-6' 6'-7' _-185 - 8'-5• 4'-6'�- \1/ H Y BLADE _ 190 V-4" 4'-5'- 6'-fi' $'-6' 190 -_.6-_4-__ 4--5 195 _fi'-3' 4'-3' 6'-5'- 5'-S' 195 6'-3' 4'-3' 200) V-2- 4'-2' 6'-4 5-3-3_ --200 1'-2" 4'-2' 205 6'-7' 4'-1' 6'-3' 5'-1'- 205 6'-7" 4'-1" FLORIDA BUILDING CODE Hon High Velocity Hurr)cone Zone` 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. �C N ''�S .9'-; ,p Accordion Shutter System b® �N c. H.V.MADE#1 W/OR W/0 KV.WM W BADE No,i '1 American Shutter Systems -: TILLR TESTING & ENGINEERING COMPANY •N DESCRIPTION DATE DRAWN 6Y:Y1cPl.L.G. CanN.W.36Ih.St..St.W3,wIGM GARDTN 0RI%F7DA 331H. AeaOClatlonx Inc. , OLD 17-107 /2/2D PATE: 7/2/2020 S'0'• Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z STA OF - � DRAWING No (�r rmo0:tlR 6719lcom West Palm BeOch, FL 33407 3 "40 IDA :;c. GA DGDe7,9 20-164 gi4FS '•......•• G ��� WALTER A.70.Ur Jr.P.E. 4 �7j4/SJON FLORIDA ua.0 44167 _, s SHEET l/SIGNATURE/DATE 7 � 6 1 OF 20 MAXIMUM MCHOR4 ESSU caACING [In 1 c HEI LII F FOR A GNEN MAX. spapm SPAN ^EMQN INE A;'€_PRRE R�TR�G f0 A CoRRES oNUING IMOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEN POURm CONCPEIE ism uarrilwas w ,c,D rum ON stw o POURED LLA IONS CON CONCRETE BIDCIt TAPCON OR WALL HEADER MOUNTING (A WALL HEADER MOUNfDJG (t)WALL SILL 149UN,ING D WALL SILL OUNRNG 1,; WALL HEADER/SILL TAPCON WITH ADVANCED I WALL HEADER MOUNTNG THREADFORM TECHNOLOGY SPAN w! w! ® W/a3, w/ 4 m,n1NRNG (R) ASR mm Ewn W RODIG ASA DLS47 ItEGINE Pft1194�WTCG(p1 ASA OImCN 1♦i�+19Yc_NOT 811I4:Id 0.5D DFS3l7,'EGIIYF gi®pE auw ABD.06Si,IfEBONE PIMM wm.. As",wo N=K PIa591,E ROW.-- ALL POINTS SOLID-SET 30 4o eo I r3 80 /7A i60rz05 So 401� 7s 90 Iz0 160 2U SD M 60 7s 90 ±z0 16o zos 30 40 60 75 90 tixO�t60 205 30 40 BO TS 90 1zo 760 zas 39 40 60 Ts BO 1zo 76o zos BLUE TAP 1 12 10 9 a a 6 a 14 12 10 9 6 8 1 6 6 1{ 12 10 8 8 fi 14 12 1 8 a 0 6 - 14 12 10 e a 6 6 SS B e e B a B 7 5.5 TAPPER+ 3•-d f4 fi!`f0 9 8 8 B 8 14 12 10 9 8 e fi I B it f4 10 e a e a 6 14 12 10 9 B_ 8 B 6 14 12 '10 9 e l a 6 6 9 a 8 B B e e e OR US'� 14 12110 B_! a 6_ S 14 12 10 9 _B a 'ej8' 14 1x 70 9' a B'- B B 1{ 12 10 a e a 6 3 1t 12 10 _B B B 6 6 E 8 8 e B a a 7 14 12 10 0 a a B 10' 14 1T to e' E a 0 6 14 12 70 8 e e 6 a 11 12 10 9 8 B a - 14 12 10 9�6�e 6 6 e B B 0 B a B 7 t4 12 t0 9 6 e e 4 N 12 10 9 B B 6 e N 12+10 B B a0 B 14 12 10 9 8 7 -1- 1112 10 9 B 7 4•-0- 14 12 10 9 B 8 6 , 14 12 1D B e B e b 14 12 10 o 8 a 6 6 14 i2 10 6 6 8 93 1, 12 10 6 E 6 6 B 6! a e t a 9 E a 14`12 f0 9 e a ,.5 - 14 12 10 9 a B 8 4 14 12 W 9 a a (y.6 a 14 a o- B 8 4 8 - 1{ l2 W e e 8 6 - 6 e a e 8 0 a5 S 14 112 10 9 e e 6 { 14 12 10 9 B E 6 8 1, 12 10 9 9 1 0 6 14 12 f 0 8 'E'I e =(- it'10 10 8 l4 12 10 9 a e 4.5 - 14 12 f0 B B B 6!J_6 14 IZ 10 9 B a 6 e 14 12 70 9 7S - - - 14 12 10 i e 7.SIaA - - a B e B 75 55 4 S SEE ANCHOR 5•-0, 14 ,2 fD 9 e e ,5=-a fz 11i u a e'a 133 14 12 10 9 e a'6 s 14iz fo s e 7 jJ - f4 +2 ,o s e B 6 1- s e'a e'-s'e a e SPECIF.CATtONS II 121101 8 8 S.5 - - 14�12 f0 9 6 e`431- 14 1x 10 9 e 8 e 9' /4 ,2 10 B B S I- - 14 12 f0 B 8 7 9 fi e a a 7 S t _ r ! ON SHEET 13 1{110 110 1 9 8 B 4 - t4 112 1 t0 9 8 I e B 35 14 12 10 8 9 `' 6 14 f`2 t0 9 B -�- - t4112 10 9 8 7.5 4 14 12 10 1 6 a 33 JJ S 1t 12 10 B_ 0 B 4S - 14 72r1* 0 8 1 0 1 8 6 14 112 95 TS 4 - - - 14 12 98 7S E.S JB - 8 B 8 751 BS!4.6 35-0- 4 12 f0 9 B S31 - Is 12 10 9 B ItS - 14 12 e I B e 8 l III1I6 f{`is ff`f2 10 I Y e 4 _- /{ 12 10 6 E e 4 = B_8 8 6 e 1 B!87310 4 12 10 B a 5 - 14 r12,0 8 a �4�14 12 1, 12 e `B E 8 r7 3 141 1x 10'9 15 I- 14 12 10�B 7.5 45 - 8 B 8 8 85 SB 14 J +t!+ �j _ I 431- to 14 12 10 9 1375�1- 1, 12�110 01 9 i B 63�, - I4 112 '0 9 i B a 6 I_ 14 12 10 13S a -�_ - 1`'Ti 12 10&S 67 1 7 - - B fi j 8 1 B l87Marl.1 34 B. 7-0- 4 _ _ _ �y,_ _ _ - ---T - 14 72 10 -"j _ 14 12 f0 8 SS 3 -_j__ 14 12 I f0 9 8 145 1- 14 12 1 f0 B e{a -!- 11 1f 7 - - - - 1{111 7 Sg 3S 1- _ 8 6 1 7 55145 - B•-0- 14 12 70 9 5S _ - 14 12 to 9 ji B�b 14 i 12{10 _9 _9 ll 9 14 12 10 7 - _ =1{{'{12 10 9 B 13 6 e 6 6 8 173 7 4 *SEE UMTTATIONS OF USE FOR li 11210 5.5 3 - 14 12 10 a 16 14 112 I10 --_ 1{ ix BS S_ 1- - 14 I12 A9 7 4 t - - B B I B 7 SS}j, 3 9LAOE 1A ON SHEET 19 141-131f0 9 9 -1�- 14 1210 91141121,0 9 a (E -� 14 1293 - -t- - 11 1295 i734S1='•- - a 8 9(73 a{4S - 14 12 10 BS 4.5 14 12 I10 9 17.6 - -I- 14 12 /0 9 a 1-� _ - 13 19.51 4 - 1- - - - 13 95 a3 S 1-I- - I- B B 8.51 5 4 3 - 9,-D, 14 j12 10 Bs 4_ - 1- 14 12 10 Y 75 - _ - 14 12 10 19 8_ _ - it 1x 10 8 = - 14 12 110 j D IS.S -J- 0 a a I e e BS 9 3 14 72 BS 4 _ 14 _72 10 9 4b _ _ _ 14 12 /0 9_754f- - 14 j113 4S - __ _ - 14.1/3j 751 a�- _ D 8 73 B 5 4 14 I e` 1 - - I'- 14 12 70 9 7 1- - 14 12 10•9 B 1- - - 14 112 5 - - - - - 14 112 j B I631-I- - e 6 a BS 65 4 14 12 9S j 5_35 t4 12 t0 9 S5 1{ t2 10 19 B 1- t t.5 B5 I-t- - 1 S 65_OS I- 6 6 1 55 43 33 __ _ __ j - j f4 17 9513 SS�.-�=,J_ 14 12 10 9 5S - _ 14 11 f0 9 B �i- f4 12 7 I- - 14 f2 j10 73I 5'= fl B BI e B 8 7S 45 10•-0- 11 112 SS 3 -1- `_ f1�72 IO B S 7, 12�f0 _fi T -( fe 10.5 J 1 _ I{ 105 7 133 e B 17 SS X. J9 14 172 B 145 -1-1=I- 1`112 10 9�I- - 14 12 1 10 fi -e 1-I-t- 14 11 - B'8 l 75 B 15 -I-- 14 14 12�7 - -I- f- it 112 f0_1- - 1- 14 12 10 I-I- _I- •03 B _ - - - OS a j . 1t 17 1 1- f=- t4 1z 10 +4 tz 10 -j-,- (_- 1a 1?2 s - - _= u 12 1 i0-f= - - - B e,0 s e T 1s - 14 12 t I- 14 12 /0 - - 11 1 12 iD -I-` 23 93 '~_ xS Bb 6 - -- -�-- a a 6 3 I- 14 19 85 -1- -j 1{'12 I16-- - - - 14112 10 -1�--1 _� 6101- - - - - - 141 f0 71- - - - - "e a 11 45 - -j'- 14 12 S5 - 1-I- 14 12 10 - - - - 1{112 10 - - -I_- - 9.5 - 1,-_ - 9.917 J.9 (714513 3 -1- - 1{ 12 S6 I-, 14 12 10 I- - - 14 12 10 17.70 -, B 9 8 3 12•-0. 74 12] 11 12{I!e - - 14 12 10 113 a3 4 4S 4 p (/��} 74 ,12 1 5 15 111 ,* 12 1 f0- '.- _ „ ,2 ,D _I_ -1=1- 2.3 9.• -1- _ _ _ - 11519.5 .3= I- -1- B B e B 4 - - - HV BLADE OR \1 1 BY BLADE 14 12 - t- j.-tom.'—_ - l4�ta._I- - _= to 1z _ - _ -!—!-9 1°'= -j.= - _ _ — e wt- t- -1. - = e l es asl asl s_1- 1 7{412 = - I,--- _-- 14 /2 T-- - _ 14 12 { u1,2 - ufY1 - _ fi16 a�e 6I45-=i_ ,3•-0-p—jto ,{L12 I _ - - 14 112 -I 1-I- - OS SS 1- -I_ - =I= C3 B I _ = B 1 e 4 Js 1_ W�it� HV WINDOW BLADE ;4 12 - - —f-1- = 14112j- -�= 114112I - -I-I-1- L5 61-=1- _ - - .,—.5 =1- aIa 63 ,5 WORKING IN UNISON 14 12 __ - - - -r 12 1-I- - -I- - 14 12 - -I- - - S I.. !- - I- -I- a 8 - - - - -I- e a 4 3 �• - - 1•}�-0.14 12 _ 14 9 - = 1x 8 e4 7 1-1- _ - - 1x - =!. _ _ _ ,4 12 = - - _ 10 t,_ -I- t0 Ia 7sf=_-= _= t2 - - - - - - f1 12 - - - - - - os 4 - _ _"� Ds e - - - _ -I- e e 5 1i' 14 I- I- -I- _ - is _ - - 14 .-.. - - I -I 114 - - _ l�-i=j- - - 14 1� 1 ID - I-1- 1-I 0 7 6 1 45121^_, 15'-0'14 1_-�-_ _-# _ _ - - 14 Li 14 j4 YIC- Ir{ _ 1f =I�_ 1 -�_!Ia e 7.5 6 16•-0.14 _ 14 .44_ =1j! - 8 B7 S J51 i-1= - - -i- =RORIDA BUILDING CODE(Non High Velocity Hurricane Zone , �.i�ltlllt L� ' 02020 MTECO,INC. 02020 EASTERN METAL SUPPLY, INC. �,P` ,,, BERTHA HVTf1 EN - tL EC C ,M�. ■�■�■�■ Accordion Shutter System ` No.441 RV.ag E#1 W/OR W/o KV WND()W WM *'� TILLIT TESTING ENGINEERING COMPANY American $butter Systems N. DEScwncN OA7E DPAgH ar BP Association, Inc. 1 OLD 17-1a7 /2/z0z DATE 7/s zazo t/ 630 WIN.361h.St.St..Sw'VIRGM 7 GRE105'naaDA 1116. z D d traas rive •o'•, STATE Phone-(305)071-1530.F-.(305)371-1531 4268 Wes DRAWING No _-0:Brtecceaa.mm West Palm Beach, FL 33407 3 20-164 '$�9�ic�•F�ORI =t'k'��`` N/LTEe A,Titiff W6719 P.E 1 �''�ir`SS�ONALIG���•`SE_ naamA,c.i aa+e7 3 SHEET n yi1E'` AL/SIGNATURE/DATE 6 12 OF 20 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES LLSD ESI DGN NEGATM1IE PRESSLIRF RATING AND A CORRFSPONDR( tNt18P m M FOR OR fY1NCRE1E RM INST+tAT10N5 (SEE MOUM=E G.&H ON SHMIS 6 A 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUR M OOI MWCOfR3fE DOCK POIAIFD OQJtxhlE (A) TO EXISTING POURED CONCRETE:(Yin,ire.3 Imy Imm QE WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING -1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT_W.BUILDEIL(Min.fc 3 kei) SPAN ANCHORS SPACING LEMM -I14VO x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED ff ALL POINTS SCREW,SOLT&SPECIALTY CCMPANY.(IDn.fc=3 Ysi) (1R _D.Dam f86ARAE PR MMU RIDING loMl SD.DESIOI 11101 E RBRD SD.IRSGN NBAIAE PRCURE W1i60 __ -1/4.0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIN FASTENERS DIRECT.INC. in.fe=2 kei) 30 40�60 75 90 1TO 160 2&S 30 40I 60 75 90 120 160 265 30 40 80 75 80 120 160 2 TAPCON OR - 1/4.0 TAPPER+ANCHM AS MANUFACTURED BY DEWALT•INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY la 12 110 9 B B e 5.5 14 12 fa 9 I B B e e 14 fz 10 e e e 6 e TAPCON RM ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC(Min.fC-3 W -( THREADFOpM TECHNOLOGY 3'-0- 14 12 10 9 B B B 8 14 12 10 8 6 8 b 6 14 12 10 9 B B 6 6 OR t4 12 l0-0 8{8 8 6 14 12 10 9 B B E�6 N 12 10 9 8 B b 5 ALL POINTS SOLID-SET NOTES' 14 12 f0 9 e f 6 B 7 14 1T f0 e 0 B e('8 f1 1Y 10 9 e e B 6 BLUE TAP W/CAP At)MINIMUM EYHF]71EFM O4TD POURED CONCRETE OF TAPCON OR TAPCON WON ADVANCED 7NRFJIDFOWA TECHNOLOGY ANCHORS AND TAPPER+ _ TAPPQt+ ANCHORS IS 1 3/4•.AND FOR.BLUE TAP W/CAP-ANCHORAAS 1.t/2-_ 14 12 1a 6 B 17 5511.5 14 12 10 6 8 E 6 8 14 12 101.9-_B .8--6 ..5_ _ _ -- /4- 12 f0-9- '8" 'e" 6 -6 '1f l2-Y0 9 B D 6 6 14 12 10 9 B B B 5.5 4'-0' •- _ A2)MINIMUM EMBEDMENT OF 1/4"0■3/4-ALL POINTS SOLID-SEr ANCHORS SFW1•BE 7/87 PRO THE POURED CONCRETE.NO EMBEDMENT 14 12 11 9 B 8 6 4 14 12 10 8 6 B e �.5 14 12 /0 9 E 6 4 3S INTO STUCCO SFULL BE PFR►9TTFD.lf4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM 5HOUID STUCCO EXIST•AND 14 12 1 10 9 B B B 4S 14 l2 10 9 8 B 6 55 14 12 10 9 B s e 49 1'MINIMUM FOR WALLS WITH NO STUCCO. 74 12 10 9 75 53 33 - 14 12 10 9 B B 18 5 14 12 10 9 5 7 5.5 4 •SEE UI�AROf�OF OSE FOA f/ 12 1D 9 B B B 6 14 12 10 8 8 e 6 5.5 14 12 tD 9 B e e 45 BVDE(Iy ON StE7Et f9 5'-O• _ A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE E10STINC WALL OR FLOOR, 14 12 1D B 8 (7 4 - 14 t2 10`B E BS S 33 14 12 10 8 BS 5 ].5 3 ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICTED ON 14 12 f0 19 a (73+3 - 14 7Y f0 1 8 B e�a <5 /4 t2 10 9 1 8 6 4.5 375 NOTES Al)&A2)ABOVE FOR WSTALIATIONS ON NHYL SITING OR EDS WITH OR WIRIOIIT METAL STUDS CONSULT THIS ENGINEER FOR t4 112 193 73 185 43 -I- 14 12 110 9 8 7.5 155 1 4 14 12 10 8 e 6 44 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-O- /4 1 12 10 9 B L a 14 112 f0 B 8 E 6 S 14 12 10 ®• B 85 5 3.5 14 12 10 T_9�75 55 J 1- 14112 10 &5 7 S.9 4 S 14 1Z a 1t W SS 4 J�- (8) TO IXISMNG CONCRETE BLOCK:(ASTM G90) 14 12 10 8 1 e 5 - i4 I f2 fo 8 e GS's JL 14 12 10 I&3 6 S 4 1 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORN TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIL➢E1L 14,12 a 85 55 ] - 14 12 10 9 B_65 4.5 35 14 12 t0 e 7 5 3.5 S -1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED 13Y ALL POINTS SCREW.BOLT&SPECIALtt COMPANY. 14'12 ,0 9 B B= - 14 12 10 9 5 7 5 4 14 12 10 9 7.9 SS 4 3 - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7'-p' I--._.i�t___�.__ -..-_-, 1 4 0 YAPPER+ANCHORS AS MANUFACTURED BY DEWAL7 INC,MID DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY OR ANY 14 12 10 8 ttt 85_4_ 14 12 8 75 E 4S 3.S=_14 10.5 7 5,5 4.5 .15 - - - f' to @. 10 'lt 1 12 ill i e 75 ss 4= 11< 72 e 7 7.S 4.5 1- - OTHER APPROVED LICENSED OR AUTHORZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 11 7 5,5 45�_____i-= 14 12 10 B _75 55 4 - 14 12 9 7 1 6 4S 3 - 14 12 10 B B 85 14 12 10 9 8 8 4 - 14 12 10 8 65 5 ]5 NOTES. 8'-0- - I-- ILI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHDRS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON 14 12 $8 7 5_5 3 - - 14 12 B 8.515.5 4 - 2.5 931 e 5 WAR{ADVANCED THRFAOFOITY TECHNOLOGY ANCHORS IS 1-. 14 12 93175 e - - 14 112(�5 16b 1 9 - - 14 12(e a 6.5�4•- t3 9 63 S (12 iD a e.s S (_(! 14 f2 a BS 5 14 i- _ 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLACK NO S-0' T411.57 10 9 9 j=._ 1�f2 10 9 73_4S1-I- 14 12 BS 7 53 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1f2•LONG MINIMUM SHOULD STUCCO 5 7S B 14 11 T 5b B 35 t{= 11 8 55 4.5 35 - - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 5 65 4.5I- 14 12 8.5 7 551 4 I- - 14 10S 7 SS 6 145 I15 65 SSI 4 __ -�_ 14k12 9 i 7_II a 45 - - 14 71 17 5.9 s3(JS i - H.S)IN C15E THAT PRECAST STONE,PRECST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON 7HE D0511NC WALL OR FLOOR U 12 f0 9 75 _ 14 10 a iC.S=_-_ 14 12 8 6 15 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MIND SAID WALL FlNLSNE9.ANCHORAGE SHALL BE AS INDICATED ON - I --f(107I 9-]3 !- - f] 65 3 4 J 10 73 9 _4 ] - - NOTES B.0&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT 1JETAL STUDS CONSULT THIS MNEER. 75 SS - -1= - 14 9 e 5 4 -1- 124 B.6 e s`4 4 FOR 05TAUATION INTO EIFS 49fH METAL STUDS SEE SHEEP 20. N-14 _65 -1- - 14ff 8 B3 5.51 4 - - 13 10 &5 5 4 3 _1'-0' 12 10 - - B 7 6 4a - - t4 t63 7 sa 4s 33 (C) ANCHORS SHALL BE UNSTILTED FOILO�MHG ALL OF THE REC06UtENDATI0N5 AND SPECIFICATIONS OF THE ANCHOR'S MANUFACNiR. 95 5 - - I6 145 4 13 - - 9 7 43S10 7 - -i- 14 7&L Obi- _= 1S&5153 4S 3.75I- - _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 1113 7-5 6 3 - -1- 12 1J t0j 8S 9 f 8 43 4 72'-0• ,4 72 t0 14 12 B e5 55_ - - 5 4 EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 11.5 as MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3b B3T a - _- 1J 9,4 6.' 4 -=OS 0 $4 --i- - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - - - 14 110.5 7 55 451- - - 71 8.5 SS 4b_1S5 _ - - REDUCED SPACING DWAINFD USNG FACTOR SHALL NOT BE LESS THAN EONOIUY SPACING INDICTED FOA EACH ANCHOR TYPE 14 t2= - - 14 11.5 i5 a s I- - - 2 B `6 4,5 f 4 - FACTOR 13'-0•--' - -� - _- os e m`7s s s n i=_ - 73 I s5 4 3 - - ACTUAL TAPCON WITH ADVANCED TAPPER+ t79 e:s - - -i- - 1111 e 6 45 4 1-1- - "7 5 4 - - - - ESE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8 6 13 9.5 65 5 - _ - - OS 75 5 4 - - - ()HV -BLADE OR DILTA9CE THRFADFORM TECHNOLOGY MIN.SPACING 14'-0' 1{ 12- =I 1- 14 t03� 53 - _ 71 &5 55 4S - ^i_ E.D. MW.SPACING J LLIN.SPACING 3' MINI.SP/CO1G 3 1/2' WK SPACING 10 7A i= __.-_i= ^L a 7 4S 15 - 7 B Js']- - - - - 1 V DE POURED CONCRETE& pq D 04�E E ELDON POURED CONCRETE& POURED CONCRETE&pOUREB CIE CWD31E BIGOt 13ETE i 13 i- -T-=I- Ti e is 45 -- -.�-�t- Y-&&45=__-= 1 i"i WINDOW �LM�E&LOCK IM EO•31/C IEN ED..21/T Ct00Ni�F 3ETE 81E BLOCK CONIC.ED.Ma" 161E E0-31/Y Let E&-2 IfY - 1s __ .3.5 10 es�= - - _= as e s_j= = BLADE WORKING r 1_0� 0.90 _ 1.0 0.78 _ +_0 - 0.84 1.0 15'-O"- _ _ -- - _ _ 031 1.0 - - M97 1.0 9 - - - -f- &s e3 4 - -1- - a "s J -I- _ _ IN UNISON 10= -I- - 10,5 e e(= - - - a5 6 4 -2• ^----0.71 - -- - --- - 0.51 _ - 1 3/4 - - 0.91 -- __--.,-_-_OA3 _ _ 1 1/2' oas _ _ - _ 0 - .35 - - - - 9.5 7 5�_ - - B; -�- FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone `AAV,►t1t1111111 ��yEyA7j� 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC, BERTHAMW Accordion Shutter System No.44 67 �. `' ® I `' ■ ° ■ ° KV.BADE#1 W/OR W/D Kv YWNDOW MADE 11*: Tk TILLIT TESANG & ENGINEERING COMPANY American Shutter Systems Lv. O[SNx4PiLON SATE &ie BY: M.P STATE F 63M N.N.36tn.St.Sic.303,WRCNIA GIRDD+S,FMDA 3JIr, ASSOOIOtIOnA Inc. , OLD 7 7-107 t/2/202 GATE: 7/2/202D 4268 W �'. PA9n9:(305)871-1530.Fax:(30.5)8T1-1531 estroods Drive 2 DRAWING No 0'R '°[ORI P,.=��� e--Il:Blleaa®091.cam West Palm Beech. FL 33407 3CA- 6719 20-164 GCS+•'•••••• A WALTER 7IWT Jr.P.E. 4 �7Ap7�si%ONO ` s RtL��t EAL/SIGNATURE/OATH. FLORM Lk. 44167 5 SHEET 6 13 OF 20 MAXIMUM A44CHQ$� SPACING [131 S"HEDULE FOR A GD�N MAX. SHUTTER SPAN, ,S.D DESIG' NEGATiVE RRESSURE Re11NG_AND A CORRESPONDING 'OUh^1NG TYPE FOR CDNGRETF_OR GONCRE?F_BLOCK INSMATIONS (SEE MOUNONCS 1,J.K&L ON SIM 7) POURED CONCRETE- POURED CON CONCRETE BLOCK ANCHORS SPACINQ LEGEND I WAUC OVER& I1)iRENCH J RKNGUARD MOUNTING QK WALL/noait MOUNTING ©WALL/WALK OVER MOUNTING YMa111Y NAV4TiNG_fl N WITH D SPOR AN - KZN hM=RS,SSI.RE saes(Pe OLSCi NEWNE t1tFA13E ssmO(pal 150.OLv21 tt10vNE PirF59ME tMn'lc OLSOI F56 ii'it)JU Rams(�I 7APCON WITH ADVANCED (A) 30 �0 f so iiSTBD tzo 160'z�So 4o i e0�76{90 lzo 110 2a5 30 140 T60 73 90 120{76D505 30 40 e0(75}Bo jtlo 1Bo 205 THREADFORM TECHNOLOGY [14 1a 11. 9 e e s s 12 12 12 12 12 1 1L5 &5 7 7 j 7 i i�__i&S s s s s s s 5 ALL POINTS SOLID-SET 3'-0• 6 8 6 12 12 11 1122 72 11 93 7 71 7 6 5 5 5 SBLUE TAP 'R 1Z 10 9 B_ e B!I 8 12 12 1Z 12 0.5 E e u 7 1 7 7 7 7 7 7 e:3 9 15 S b 3 i 5 b 5 1Y7085 5 1 6 12 12 11 1212 10 ZS 6 7 7 7 7 7 7 7 7 5 i 5 5 5 5 59TAPPERt 12 ,0 9' B B' B- B 11 12 1Z 12 13 e.3 6.3 S 7 7 7 7 7 7 b3 4 9 IS S tS S S__ S 4 4'-0• 12 10 G 5! 6 5 12 12 12 12 12 B5 7 5S 7 7 7 7 7 712 10 B 6 e 6 B 12 12 12 IA8 e 1 8 Is a5 7 7 77 65 5 5 S S 5 12 10 B. 8 6 B e Ix 12 12 12' 10�14 65 • 7 T 7 7 7 7- 6.5 5 S 5 5 5 5 5 5 12 10 8B e 62 12 12 11 19 S 4 7 7- 7 75b 4 3 3 9 5'-D• 12 70 9 e 8 6 6 12 12 12 12 10 S3 4 7 7 7 7 7 7 7 T 5 S S S 5 5 S 5 14 12 10 e B 6 ! 12 12 95 75 a 3S 7 7 7 7 75 1 14 12 10 D B a" e l fi i2 12 itx 9�64.5 - 7 (7 7 7 77 ss'4 S I S 5 S i 5 6 5 4 # SEE ANCHOR 14 /z la 9 6 1 a e e 12 1z 1115 a 7s s5 4 LL 3 7 1 7 7 �_ 7 45 as - s a s 1 3 1 s_4_5 as - SPECIFICATIONS 14 72 1G 9 B_1,a 8 6 12 12 12 lO E e_4.5(35 T 7 T 7 7 7 7 T 5 s 9 1 5 1 5 5 3 5 ON SHEET 13 B•_D. _ K _ I-- __ - 14112109Be1661212 (S6S43• 7 '7_ 7_ 775.34 ^__5. 55_ S_i55 -� S 14 11 10 e B e 1 6 0 12 12 110 D e.3 5 731- 7"- 7 7 7 7 6 43 t- 5 5 S S 1 5 S 43 14 72 10 9 e 8 6 5 f2 11 110 I S eS ! J5 - 7 7_ 7 83 5S 1/ - I_ S 3 5 S 3 I• 7 7,-0• 1�12 10 9 e B 6 5 12 12 112 9b 7 S 4 3 7 7 7 7 7 7 7 l 6 S 5 ! S I S I S 5 5 i-f- -_ _ _ 14 12 10 9 5 55_ 6 8 12 10 I63 S 43 3 - - 7 T- 7 T GS 5 S(- 6--5 S i 5 S"-��-'SS 7SELL i4 i 12`to e E e' e s 5 12 i2 te`s li'S5'4 - = 7 71 7 171 7 I S 1-(- s 9 5 1 5 51 s 4 = 0 VALID ONLY FOR UP TO +70, -75 14 12 Ito 9.1 e e Is -F12112 1e.s j i 53 4 3 - 7 1 T 17 S.6 145 1 3 _ - S s ! s5 JsPSF A.S.O DESIGN PRESSURE 1s 1 22 10 oi B e�s - 112 03 73 s ss as - 7 7 7 7 7j r 7 4 s s s" e s 3 s 5 RATING & FOR SPANS PER 14 i12 f10 9 1 8 8 6 (9 B 14S t 3 - _-_ 7 777 3s 1 4 - S S S }`5 5 4 1 J - SCHEDULE #3, SHEET 11 14 172 109 l e l e 1i 1171 75 B ��= 8 $-1 5 1 5 1 5 13 - 14 j 12 ris" 9 1 e e - - 12 015 75 1 6 3 ].5 7 7 E.5 5 4 _ - S 5 5 5 4 3 _ l- - I-_- 9•-0. 14 12 _+{ _ _17 1Z B.5le954 J (( 7 7 7 77L-7 6 7 9 �S4 72 �8 B fB - 0.S 5 S�4 33 - - I 7 7 I7 5 5 IS Ib_4 tz19 a Le� - - 1x 1100 53 5'�si=�=1- 7 17 i66514 L2 ss s is is i+ - - 14 I12 I1019 9 1_e (-�- 12 11�03 55 573�- - 7 7_7 7B 7T 7 43I- 5 S IS-�3�3 S 15 10•-0 14 12{1D t_e I B 6('- - 93 7_1N.]5] 7 7 SS 45 _ i_ 5- 5 1 S I S 15 �I- - 14iz1D'91981- - 12916s -+ - 1- =7r7165 1i= "- I_ iil3'!a elelai- 1=iiliorvy[T!�� 4.5151 i i"iii il7JU:- -13415�15Ps Siss 4 (12 yae �3 = � ; � i551A , 5 3►�i=_ I= (� HV BLADE ONLY - �- -' --- 14 12 fD 9_ B - 15 e_S 5.5 1.5 35 _ 7 7_a.5 J.3 _ _- 5 5 45 di ] - 7C 12 Ir 10 9 e l-7. 12}BS 65 b 1 J I=I 7 7 7 1 7 7 5 3 - 11 12 10 B e i= 5 6 1 1.3 == 1= T 1 7 65 15 a-S - S s 5 45 44 J 14 ix 1oi5 a - i=i= 1015 �14 - =i=ilT"e s .- _- - - 5'sfa'Ss=T=_ 14�109 e - 05 67te9s5 3.5 -149 5 - IS fl3 0 4 ]3 7 7 7 7 7 _ S 15 I35119 e - - - 7iS5 JS ] - - (- - 5 4 7 - - 5 __1• 3115 e I- 2 17 4.5 7S - - - - 7 7 SS 148 - - - - S i S S i43 i - - 14I12 110ry - - I- - 1 �533 L 7 7 7 7 75 - 5 S_I 9' 5 9_�4 313 17�70 - - - - 53 3 J - � - - - - 5 5 4 -14 BS ley 7 7 5 I/ 5 S S 4 - 1112 t- _10 173 5 1 l] 7 7 7 7 7 Js 5 5 5 5 5 3 1 4 J 15'-0.11.12-t 1D ___ - _ - - 14 12 L�1O �I 6 43 7 7 7 1.8 3 - - - 5 5•_3 JS - 11 11 10 4 - 7 17" 3 - - - ---- 6 5 8 4 _ _._. i - 11 12 t0 - (- - - Be 4 33 - !! r�7 3.5 1- - - =T_ 5 1 16 1D1533 3 _ - 7 7 11 18 3 - 7= 5S S 5 6431B•-o-744 121D - - - - i 6 s33 ; 4s' _t4is to 555. - - - 7 4.5 - - - - =5 s •.5 =t _ - FLORIDA BUILDING CODE(bon High Velocity Hurricane Zone' ` µ�ttlltt' i�/60 D202o TILTECO.INC. m M0 EASTERN METAL SUPPLY.INC. ,,� BERTHA NVTM '�� '��CEN =; A, Accordion Shutter System Na.441 7 I L' E M i N` ■ ■ ■ ■ Itv BADE gt w/OR w/o Hv HiNDdN MADE 3* * J 2a TILLIT TESTING& ENGINEERING COMPANY American Shuffer Systems Lx K 01sc7-10N OATE IIATE.DMIN4 er: 2 J 00&W.x51�.St.St..303.VMM GAI ENs.rLMDA 3316 Aasoelofion. Inc. 1 OLD t7-1o7 /2/z ale T 2 2020 STATE F Pa .;(3 05187 1-153 0.Fa.:(JOs1571-1531 4268 Westroads Drive z DRAWING ND '9�.<' ,c�DR1 a-moo-.tM0000001. M West Palm Beach, FL 33407 3 20- 64 G-0006718 1 ��i,,Fs+'••.,,r. WALTTA A--mLIT Jr.P.E ��''��s;QNA; �.`���SEAI/SIGNATURE/DATE ip1 u`Y 11167 a SHEET OF 20 MAXIMUM A.S.D. DESIGN PRESSOR R,sTI j2 a f) AND CORRESPONDING MAXIMUMS ANCHOR PACING {in) Se"Fnlll F FAR A OWEN MAX. SHUTTER SPA14. NEGATIVE AS.D. DESIGN PRESSURF"RgjJi�G AND A CORRESPONDING HAUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16&17). SOUTHERN PINE No. 2 W MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH S0 EHI N °• SPRUCE PINE SPRUCE PINE / 1/2' MIN. COX 2 W/MINF.IG=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=O.36 PLYWOOD DOLL�0 5o W/ W/MIN. G-0.43 W MIN. G=0.36 �w WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS COUNG MOUT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N, O & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W& X P & 0 S&V S&V S&V st u9D1ImaE R®6F wAF(P11 ®raDm4 R1�pIa6(I�112.IFYA N170Q R®7BE BL76(T� ®--1 H�f/�t fO59E YIHC(F!ILSD®NAY-S�F-l4�(d kV116(p) DAi RCPAL R'�1FE DDYI(D� 0 OSBI YWIE R✓®R BOG(I/_) B o9O ND61[Rkl9lF E9D(pl 4"D a0=M RMX MN w a MSM BAEiNMff A16(g 30 140 I so 75 90 05 30 40 60�5 190 105 30 40 160175 190 .OS 30 40 160 75 90 O6 30�40•60!75 I90 tl05 JD 140 60 75 190 f05 30�40 6005 90 1105 30 40 60 75 90.OS 30�40 60175 90 SOS 30 140 60175 190 OS -01Qi 12 110170 9 8�..8� 6 6 6!6 6 6 12 10 10 9 8 8 6 6 6 fi 16 16 12 i10 101a 8 18 6 16_ 8 6 16 I6 6 `5 14 4 4 j3 12 12 12112 12 I12 12 12 12 12 12 112 12 12 12 12112 12 4'-0' 12110 10 9 818 6 6 _6 I66 12 10 10i9 }8 8 6 •6 6 6 6 6 12 j10 109 818 6 6 6 6 6 6 81514 4 4I3 12 12 12'12�12`12 1212�12 12 12 12 12 12 12 12112 12 _ __ __ f I,^ _f_It}!(_-_-_]-- _ 12 I10 110 9 B 18 6 6 6 6 6 'S.5 12 10 10 9 8 8 6 6 6 6 6 5 12 00 IOf 9 8 7 6 6 6 6 6 5 6 1 5 1 4 4 4 !3 12 12112 12 121 2 12 12 T2 12 12(12 12 12 12 12 12 ,0. 6'-0' 121101109 8�8.56 6 665.54'G 121010f9 8 5 6 }I6_ 6_ 554_512 (10 f09 63.56 6 616154.56M443.51- 1212 J121212111212121212 rr1212121212108.5 7'-0' 12 10 i 10 9 5.5 I{I 4 6 6 6 S 4.5 12 10 10 9 5 3 6 16 6 5 I`1 3.5 12 r10 .101 7 3.5 I- 6 6 6 5 4 3.3 8 15 L 4 4 1- 12 12 12 12 12�1�12 12 12 12 112'-'12 12 112 0.51&5 7_5 _8'-0' 12 110 110 7.5 aSl3 8 6 6 5_ 4 13.512 10 10(8-35 = 6 6. 5 .513.Sf3 12 10 10 4 I_1`_ 6 8 I S .513.5__3 6_(514 - -1- 12 12 12 12 12 12 t2 12 12 12 it1 I9.512 12 Y1.5;9 •756.5 12 110 110 5 5- 6 f 8 5.51%5 3.51 3 12 10 9 4 - - 6 8 4.5 4 3 } 12 10 4 3 - - 8 B 4.5 4 3 3 6 5 3.5- -_12 12 12 12 12 10. 12 12 12 11.5'9 51&5 12 12 10 B 8.5 _5 10'-0' 12 h0 17.5 4 -f- 6 1 6 15 14 3 t 12 10 6 1 3 - 1- 6 6 4,.5 J-'}T_ 12 10 3 !---- - I-"� 1-- - _ -1- __ 1- -f 6 _6 14 5 3 I= 6 5 I_!_=. 12-112 12 12 pt_5'9_5 12 112'12':0.`r8.517.5 12 12 19 17 6 5 11'-0' 12 110 155-I-I- 6 16 14.5- ^(- 12110 4.5� - j- 6155 3.51- �=1_ 12 101_ _ 6 .5 4 -A. _ ___ _;-- - -13'-0' 12 10 - -1-1- 6 6 I=^- - 12!10 �I- 6-45 - - 7.5 - - I- - 6 4.5!- - 1- - 6 4S 12 12 12 ID.°8.5175 12 12 10 B 6.5 5.5 12 0.5 7 5.5 4.5 4 (- ( =1=- ---'- jjlj 14'-0' 12 10 `1- - 6 5.51-1- 12 7 1 - - !- ".54.5 - - - --112E 7 - - �- - :.54.5T- = 6 3 r-1=-/y- 12 12 12 9.5 816 12112 9_57.5�6 (4�.5� 12.956.5 t`(r5 � 3 15'-0' 12 - - 6 1=)_-I- }-_ 1�- 1_- _ - �- 5 - I_- - - - 12 1=�.- - L=- 5 f= - - !- - 6 - -I-_�I- 12 12 T9 75 5 i2 12 8.5�7 I6 14 12 9 6 5�= 16'-0' 121- - -�- - 61-1-1=i= = 12i=T- - i- s12f12 8165 513 11.58.55.514.8!3S- 0 HV BLADE OR t1) HV BLADE WZ (1� HV WINDOW BLADE WORKING IN UNISON® .SEE BLADE OB 16 Br I1 EQt ©ON SHEET 19 •F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1.ANCHORS TO WAN.FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOMNG: -SOUTHERN PINE Na 2 W/C-0.55(NOS) -1/4 0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUODDC W/MINUUM EMBEDMENT AS IM MATED AT -DOUGLAS FIR W/G-O.5D(N.D.S.) EACH SECTION ON SHEETS 1B&17. -SPRUCE PIKE FIR NORTH W/G-0.43(N.D.S.) E MEPT,ON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SWIM W/C-0.36(N.D.S.) 2 ANCHORS TO NOl1DW CF]LLNC SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -YW.1/2'COX PLYWOOD(1986 APA) NAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHAD.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MMLFACTURE& R061DA BUILDING CODE(Non High Velocity Hurricane Zone, \\\\1111111111 111 02020 TILTECO,INC. @2020 EASTERN METAL SUPPLY, INC. `�\\\\�R N TI �jl�iq�, BERTHA HVTM ?'�vcEN = 1L ® .N.. AoS.S.Ae Accordion Shutter System No.44 67 = Iry rn aoE,fit w/OR w/o Kv wlroAW etnnE 1TLUT TESTING & ENGINEERING COMPANY AmeriCOn Shutter Systems .N DESCRIPTIoH DATE DRAWN BY: MP *': * f 8=N.W.3NA.St.,Ste.=Y81GRM GARDENS.FLORIDA 3316 AII�OCIOtiOn, Inc. , OLD 17-107 /z/z GATE: 7/z/zozD ,p•., 57ATE �� Phono:(305)871-1530.Fox:(3C5)871-1531 4268 Westroads Drive 2 DRAWING No ,-m°IL Nl,co6°ol.mm 20-1 64 FLOR Pr �'a West Palm Beach, FL 33407 3 ���1AA,isslPN �p\3��EAL SIGNATURE DATE WFL�O"u e u167E 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I& HV* BLADES AS APPLICABLE MA SHU77ER SPAN L+ OR L— FOR INSTALLATIONS INTO 00 !TH HV B DE 0 Y S AL -WALL FINISH BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE-RATING, SEE SHEET 19 FOR MX. SPAN & '.- —1/4'D TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON j � TAPCON WITH ADVANCED ._. • 1/4'D TAPCON DR t �•�,` THR1 /2.M TECHNOLOGY ��,` I TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - i W/1 1/2'Min.PENETRATION W/ 1 1/2'MH..PENEERATION OF THREADED AREA To a05RNG I --_— .1 eau SEPARATION -TOR(g Y090 HEADER. ]r WOOD HEADER.(SEE SCHEDULE ON SHEET 15) y To CLASS(SEE (SEE SCHEDULE ON SKEET 15) 1` 1/�� r 1/4'D-2Ox3/4.5_S.MACHINE �—TEDUTE ON®T _ / 20 NUTS � SCREWS W 1 4' 1 FOR BUNS . 1` ( y,•�I }:_+1%1 DR T' - I �� ! `% (a % 0 12.O.C. f ON SHEET 19 FOR r Mln-- s BADES® C4 v UI - i`EO EIS npc� /• `51 (N2 �'' III. .7.17 ( N /�+,!_._/ l /1"ILI�L-1E-X.�I IS TI':.I �11! •!1,iI'_�._i i I�1I�I,1��fff���N=I�3l`�!-/4�1 I`u iTjt—!!!!"1!``!l'_4I'":II''—•Ii!YI'I W �I l I _ 'r�T•J,iI.OTtI NI{ dC „�•IL,--��1'—tJI it " WALL.." A`+L,.L.j..,5 FINISH/Ix"I Fn Nf _OPTIONAL �FINISH , —I \I II OR NG NN. 2'4'WOOD HEADER REQUIRED + DR MIN. .Z WOOD I) 'i I tf'D TAPCON OR TAPCON WITH ADVANCED B I 1 HEADER REQUIRED (1' 11 ILL% ' li r: THR ADFGRM TECHNOLOGY W/ t 1/2' EXISTING MN.SFpNY+110N I i 9 l JO it P I.•'. Min.PENETRATION OF THREADED AREA TO cuss—t TO GASS(SEE III I /I w Ewsnrlc WooO 1iEA0ER. SCF$DME aN 4¢ET I MIN.SEPARATION TO GLASS 1 (1 S 1 (SEE$CliEDULE ON SHEET Is) I Q_---- EXISTING 1 ' �i t.'v' 11 FOR BIAOE lllANO�" (SEE SCHEDULE ON SHEET 11)- -" + 11. II'� I' 4 BLADESD. Ol&FOR I I I GRASS—L _ 1 1 .. —..__ +Imo'_ .:� -__PLATE CONT.SILL SHEIT _.. R - r__,.....— ON HV WALL HEADER INSTALLATION OHY WALL SILL INSTALLATION MO HV WALL HEADER INSTALLATION _..._._—_ ..__ ._.__ I MIN.SEPARATION TO GLASS I 'I __ (SEE SCHFDULEE ONEPAPATION TSHEET GLASS1)_ EXISTING C-..--__ 1i J.,_ ,I E--(SEE SCHEDULE ON SHEET I'Y._._ 1 EXIST GLAS_ ¢ NIN.SE ARATTON TO GLASS '� :� IXC AG� • WOO CON (SEE SCHEDULE ON SHEET 11) ^' - ? 6 i f Z I WOOD PLATE _ 1/4'D-20x3/4'S.S. < REQ'D:-, I x L I MACHINE SCREWS i 1/4•0-20.3/4'S.S. n USING 1/4'-20 N4S -;1 MACHINE SCREWS Wj 2 I I•, L - 0 12'O.C. i —WALL 1/a-2o Nuts®12- � 31" FINISHO.C. III �. .•I �, I;, __TJ7 0R® L�J t:..��a. :�OR(8 -'�JOi) IT T,I— I� , aR a - 2'x4-CONT.- +1���1 I I I '(j WOOD PLATE r� 4l 1 \,.. .' I �-E6,i-EQ._I p' REQ'0. 1 111 1 i 1/4'D TAPCON OR TAPCON WITH ADVANCED �t i�I+l� I - _11't/ l�! l'}+1 I THREADFORM TECHNOLOGY W/1 1/2- I (, I I{ ;ri ® 11L.1. •1 1 4,j I +l'{,Yx4'CON;. I 1 Min.PENETRATION OF THREADED AREA TO I 1 I ''� 1 t _ __. I [ SILL PLATE III_ ,i EXISTING WOOD HEADER. 1/1 ION OR ICON 11N ADVANCED .�Q,l_I ��I(I� 1 1/4°D TAPCON aR $QjF: 1' 'RET3'D. I i -,::'� (SEE SCHEDULE ON SHEET 15) 1 ` I THRFAOFORM TECHNOLOGY W/1/2' ` 1 TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL WALL FINISH Min.PENETRATION OF THREADED AREA INTO PLYWOOD 1 \\ L THREADFORN.TECHNOLOGY SHUTTER ASSEMBLY. ��'- �'= (SEE SCHEDULE ON SHEET 15) EXISTING NIN.2'x4' 1 1/2'MIN.CD%] W/1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE _ �t ♦� 1 ,1! STUDS 0 16'O.C.MAX._;PLYWOOD R£O'D. .MAID AREA INTO PLYWOOD COMBINED IN ANY WAY TO L-1/2'MIN.COX PLYWOOD REO'D. REO'O_PLYWOOD TO BE WALL FIIOS (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION.. C HV WALL SILL INSTALLATION 1--03STING MIN.27x4•STUDS 0 16"O.C.MAX.REO'D. ATTACHED TO SKIDS IN PLYWOOD TO BE ATTACHED TO STUDS W ACCORDANCE ACCORDANCE WITH YAM SECTION y08 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE LW DONS OF USE OF ©HV WALL SILL INSTALLATION F.B.C. BADE TA ON S EV 18 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11 111 /, 02020 TILTECO,INC. 0202D EASTERN METAL SUPPLY,INC. ,.•��� :.... /r''' BERTHA HVTM ?• v�ENs ' VIP- Accordion Shutter System No.441 0 c e e e a N.v RAM#t W/OR W/O KV WINDOW SLAW TILLIT TESTING 8c ENGINEERING COMPANY American Shutter Systems .R. UMCRnM DATE. GROWN GY: MP Lim N.R.36n.SL.St..305.VWGWA WIDQS,FLORM 331 Apeoclation. Inc. , OLD n-IDS /2/202 TUTe /s/sDzo STATE C-O P,wne:(3as)sTt-153R1.Fox:(sos)6T1-1s31 4268 Westroads Drive 2 DRAWING No rmotl:OlLacoead.mm West Palm Beach, FL 33407 3 %i�FS' cap WALTTA A0TLL1T1dr.P.E 4 20—16� ''4q,S�ONAL 1Pt. SEAL/SIGNATURE/DATE FLORIDA 11.0 4atsT 6 SHEEP OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & MHV® BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BENDE On ONLY SHALL BE_ LIMITED TO 105.0 psf,_ S A. D. DESIGN PRESSURE RATING. SEE SHEET 9 FOR MAX -WALL FINISH SHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE(j)& A WORKING IN UNISON 1/4*0 TAPCON OR __ _ ED--^-•Ea-----••2 MW.- - J TAPCON WITH ADVANCED WOO (Nin)EXISTING 17'�'�'/' �`I �.__ �- ^I ..EDGE(IF APPLICABLE) ! I 7HRFADFORM TECHNOLOGY WOOD BEAM REQU.r 1 / r "-_.-.__j_-- _ WJ 1 1/2'W..PENETRATION 1 4'0-20x3 4•S.S. STRUCTURAL AOEOWCY / t —y----•.=•b-----•• -- OF THREADED AREA TO / J OF EXISTING W000 BEAM i T 1' PHIWPS TRUSS HEAD TO RE CERTIFIED BY �''- J EXISTING WOOD HEADER. �� ! J _ ,�„i.____ - _ -EXISTING WOOD f it I-NIn. MACHINE SCREWS REGISTERED ENGINEER OR•-/ ! • 1 1 \(SEE SCHEDULE ON SHEET 15) 1 --EO-- EO- TRUSSES OR I I,.,,_WJ 1/4--20 NUTS ARCHITECT-PRIOR TO "• T-i 1 r 1 2"--�- ^'' 1 RAFTER O 24" 1 \,ffj`'T1111nf/1! -" - 19 rEO-I--EQ-' ®12.O.C. SHUTTER INSTALLATION. :' ;f !2•^ O.C.REQUIRED 1/4"0 TAPCON OR (1' �'•• y --••� -- EXISTING SOFFIT TAPCON WITH ADVANCED - / I 25T THREADFORM TECHNOLOGY %� �� �I• 4 Min.PENETPATION t 7� f! -EO�i+'-EO-; ;1 _. -. -_ ' -1'x4'xt/R'CONT.ALUM.TUBE _i I OF THREADED AREA TO / f0 EO- j14%3/4" / NI};����,3�! �-OPTIONAL :4`, i "i EXISTING WOOD HEADER. r rj/I.� S.N.S. .--. -�J:-�---� 1 III (60fi}75 ALLOY)WJ (SEE SCHEDULE ON SHEET 15) I / ( ®fi"O.C- t 1 or Q Or 15 EA H 1RAFTER R TRUSS i 0, 13 or 15 I (I LocATE tAG Sc1NEws AT (I SI. 11 O O I `�IL"�.JI�� LOCATMIDMI TH OF TREWS WOOD EXISTING MIN 2'x4' - I I I / 1( 1_ MEMBER,(2'Min.NOMINAL EXISTING-il, HEADER REO'D 1 i l---,+-- I I I I.r{ -E OF(N HOLE IT EACFH- WIDTH)W/2'H6n. GLASS II;- _.,, MIN.SEPARATION TO GLASS EXISTING j STUD TO ACCEPT t] PENETRATION OF THREADED .� (SEE SCHEDULE ON SHEET 11)—' G ._I 3/I6'0 LAO SCREW R( AREA VALID FOR _ �_-..__ _.- �_ '�� -.__.�.� I AT CENTER OF TUBE. l(igD➢EL INSTALLATIONS WITH 72pd MhL SEPAIMM h I n MAX.A.S.D.DESIGN-LOAD AND S V WALL HEADER INSTALLATION °�S N E'csR"c I MAN gP cl INSTA NAIL SPAN_THIS Vf ';'I CUSS— W 61A4(4E'. INSIAWOOD IS ONLY VALID O -I 11 SHEET 1E IPI ') 1 OR /1-�♦ '�1111 Fall&A E ma CN ma•0 1 FOR WOOD W/69A DOUGLA SPECIFIC I w SHEET to 0 III ' Q lS OH SWEET 1a FOR GRAVITY OF SOUTHERN AS NE No. .S IN I �mg® 1JL.Lr I 1wts 0:&® 'I I ♦ nR OR SOUTHEfrrl PINE No.2. 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY OR® RR EQUAL 2-MOUNTING SECTIONS CAN BE Nb1/0NE0 Of CEILING INSTALLATION IN ANY WAY ro SUIT ANY ONSMUMON. H CEILING NSTALLATION mwsVia' - 1 uOR®• J SEPARATION !^ MITI SWARAT,ON TO GL755 I EXISTING -4 Sp FM aXX(DA - (SEE SCHEDULE GN SHEET I1)�----�- 11 FOR eAEOMOI, TO GLASS CLASS 1 a sw 1a sLa @I I(SEE SCHEDULE EXISTING.e I I \ I NAWSO)a, I \ i am SHEET I I) I I 0 I \ ( II 1 II t�_..-- �nLTETNNarANCHOR � 1 _ •= IODATION 1 1 I I � EXISTING WALL--. WALL- 3�• �10x3/4'HF7L G 51 2"i6"MIN.WOOD 1 ! 6 7 - wlu. ,__WASHER HEAD TEK I � DECK REOUaNED �""'� Nax. o o I-- I 0 2'xfi'kW.WOOD \ SCREWS®12"o c (NO FINISH vOR,51 -�\ rl ALLOWED) I• _` .. DECK REQUIRED(NO - o� FINISH ALLOWED)i___ -r--` I - EDGE __.-_-=' __ 1/2'; 1"--1 _ � / pF .S' ----..`_ _�. - EDGE OF DECK SQS)4\Ill —i i9 i� EDGE OF DECK" -�-•- _- f -- _--"-- DECK IF .--�-_ �` IF APPLICABLE f _.___ •.r ,) EO=-_C- IF APPLICABLE _ J--_F9. CU:"�- ,._ APPUCABIE .- I ( 1 1/4"0-20x3/4"S.S. r_. _ 1/4"0 TAFCON OR PHBWPS TRUSS HEAD --"22_c:1:.--= ---��J _._t. -_ M1 1/4-0 T WITH ADVANCED Min. MACHINE SCREWS `- -`� tJ/'-! �- 1/4.0 TAPCON OR TAPCON WITH ADVANCED f ; t 2"x4'CONT. •I I THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS 7 I THREADFORM TECHNOLOGY W/1 1/2"Nin. I --2'TdiN.-�- 1 -SILL PLATE 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-- _.--.__2-MIN, t t`k} ;, W/1 THREADED Min.PENETRATION ® 12'O.C. PENETRATION TI THREADED � y REO'D. q II, OF THREADED AREA TO TECHNOLOGY W/i 1/2"bin.PENETRATION OF THREADED AREA 70 EXISTING WOOD HEADER(SEE —•-- ` _7 t .1 1,•1`HHH.I`q',j '-OOSTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDU,_E ON SHEET 15)(SEE SCHEDULE ON SHEET 15) ♦5�U ATIONS Or USE FOR ®.�L•�/ WALK—OVER INSTALLATION OV��HV WALL SILL INSTALLATION BADE qam SHEET 19 ,HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone (811�1111i1)) 02020 TR.TECO.INC. 02020 EASTERN METAL SUPPLY.INC. ........ BERTHA HV,. ��GEN8, ' Accordion Shutter System No.441 7 ��' ��® 1>Nc' ® ,. • Kv aJ10E 1 w/DR w/o xv wuoav BLADE /7TILLIT TESTING & ENGINEERING COMPANY American Shufter Systems n.x I1 wwpnOx DATE DRAVH BY: Mr =*:• Asseciatian, Inc. I OLD 17-107 ./2/202 Yule 2/2020 6353 N.W.36tn.St.Ste.30.MRM G4a1FN6.ROWGx 3316 -1s STATE 0 4268 Westroads Drive 2 Pnoaa:(SAa-m.•1530.Fax:(3W)871-1531 DRAWING No f : e-mu0: 0030Yoa.com West Palm Beach. FL 33407 3 CORIO '�. 20-1 64 u 000BTTa S. WAt1Ex A.ntLB Jr.P.E. 4 NAl �F_SEAL/SIGNATURE/DATEFLORIDA U. uI67 a S 17 OF 20 END INSTALLATIONS (T) HV BLADE OR ff WINDOW BLADE INTO 2"x4" MIN. WOOD- STUDS NPL VADOD n4'WK WOOD Sim F&VID. WOOD STUDS. (As 1Zz;0.:" (Is APRIZX&L) fil E)USTR4 CLASS- - vg STUDS COST. ---calluto GLASS AL VOSTM GLASS Ilr M.,CDR PLYWOOD- 'TO CLASS(SEE r�-4 It,-e '-1/2'IM COX NRCSOVIAGON TOM.. 'Z ON SHET ISFw vr WL CO. GLAOES(D& GO U;FOR ONISM 199 ALLML CLOSER pLya=., wJ]L Nsw 112, ONDDI MRIC 110.1d2' 1 0 1 1 1 JIQI/2-S.KS.- 01, C. I V�7 4 r.P, A-11 OR SM DETAL X FCO I OR OR Sjor SEE MA&A Fol TOR W 10 TRACKS SMOJEW&XFOR�.4�J t SIDE C TO ONKECOO. \1 Sw TO Tp CalloCTION TPACxS � END CONNECTION DETAILEND CONNECTION DETAIL END CONNECTION DETAIL @ END CONNECTION DETAIL(j) RMUNUED My M VAN$GIUDINTER TlAR Ir-O' 1/4-0 TAPOON DGT' 03 S % 1/2.bM DS110 vw w a 127OC 12' C SEE LIMITATIONS OF USE FOR SCRARMCl x • 11 FOR,a 1/2"UK s3m"ON" BLADE LA ON SHEET 19 M GLASS(ME ON SAU"FDFI SCIEDUM ON Slw 11FORMADE AND ;4 Lww- ' i y f aAOCS 0) r==!E;- 7 1 1 b>� ===== .- COR 08OR(q:OR ON SHEET 19 • DO Uval%xil I%k ij)'DR 41' U 01 OR f�'V Yt 1)OR 08CR(j)OR f V'ALL FDM 'UN. VAUL • @oi(gGOi3cs(q VIEW STUB REQ`D. Rim MAIL END CONNECTION DETAI END CONNECTION DETAIL C12 RORM BUILDING CODE Non High Velocity Hurricane Zone: , • 02020 TILTECO.INC. @2020 EASTERN METAL SUPPLY,INC.A , _1047" BERTHA HVTM S Accordion Shutter System --a N0.4416 ' - / IL A.S.S.A. KY. RADE#1 W1 CR W10 KV.WNWN MADE 0 TiLU7 TESTING & ENGINEERING COMPANY Amerfean Shuffer Sysfems REV. Dumpnoil DATE DRAWN BY. M.P STATE oF Aucclation, Inc. I OLD 17-107 -,/2/20Z: DATE.- 712/2020 0%N.W.35M St,St.305. CASMIS, 3316( A� F..'.(305)M=1531 4268 Westroads k9frive I e (305)a71-15307'"" -DRAWING No L West Palm Beach, FL 33407 -1 _S. ........ Q5 p rA-0006719 -- 20-164 V0NAL V' WALTER A,TLUT J,.P.E. 4 FLORIDA U.111 167 3 SHEET E.P. SEAL/SIGNATURE/DATE a '10 Of 20 r-ii� il^js��2 m14 • GMERAL LIMMWQNS AND CONDITIONS OF U FOR REanfA ©�® _'-- ! q, RIMI`ACCORDION_SHUIIEn,_SYSTEM WOR19NG IN p , f N 0 T I U UNISON WITH HV WMDOW RIME OAL 35- I 1 I 1.LUX.AS.O.DESIGN PRESSURE RA1D7G:+110,-110 P.J. _ 1 2.LAX.SHUTTER SPAN:96' 3.ALLOWED 1 i I g 1ti I MOUNTINGS DLMOI.T.U W®ON SHEETS 16&�17.6.71 AS WELL AS z L _ _ SYEIRICl1t POSD7G P� s ONLY CINIERMATES (BOTH W/ !OR ARE ALLOWED VTRH 1 0 ®a N OR (2.a IN A- ONLY A R]R UT.D7 CASE OF OP NC !F CDIW�NUSr BE INCLifDED ONLY A7 DIfEFiIOR ACCESS SLOE OF TP.EA.END I , • • • • I� ♦ U U l3'0 HOIFS)FORD PERO 6 E 1 T SPACINGS SHOWNY ONU9IEET 4. OPENINGS 44'------ MAX.5 WINDOWS 2 OF INN. '0 CLEARANCE F TOP OR BOTTOM EDGE OF FN WINDOW BLADE 1 ALLOWED AT NY H ♦ • • �1 • OF ANY 3••HOLE FOR 1 SHALL BE 1r. O W.NDOW IS AOE @ al `VVV (C)FIRST OR LW BLADE CONING OUr FROM STARTERS AT ENDS MAY BE HV H • • • C. • • WINDOW VBLADE 1 TH HV HOUrWINDOWS BLADE W DTH, BE USED ALTERNATE TO A SOLO HY BUOE 1O Ib 7HR000HOUr SNUFIERS WIDTH, i o • ,• • • • • 0 , BL TES S1WL ALWAYS BE ONSTAIlED ADJACENT TO A SOUR HV L i • _ �y®, LS BLADE 1 AT ERiO:R 510E OF THEM. SEE END � ! , 3 g �L n /J�� (F)POLYFARSONATE HV WINDOW®SHALL BE INSTALLED SO�TABS FACE CONNECnON _ ,• ♦ • • • • ♦ � $ / 1 / i THE INTERIOR OF THE OPENING EON PROTLT•fED.HV WfN00W ITUST BE DETAILS ON SHEETS E ,/, ll�Jl ONLY INSTALLED AND LOCKED USING A HV SEMNO T0OL PRONDED BY ASS4 10&1B ttP. i'- FULL HEIGHT. _ eR ` B.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME L ,1 3 1,- a$a � BUILDINGS ON SHEET 15.AS LIMNED BY SPAN AND DESIGN LOAD(SEE NDTES = P y P bye 1&2 ABOVE). L•p 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED 5 CONCRETE OR CONCRETE BLOCK SPAN AHD ESIGN LOAD(SEENOTFS 1&22 ABOVE). &13 AS LIMiTID BY 1 I5 f(�PLAN FOR REOUIREMEI:TS) , B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASM E-1996: 6D, Y TP 70P&BOTTOM Ly, �_,j Z,o•�w� V/ WIND ZONE MINIMUM SEPARATION TO CLASS "'' ..__._._._"UWTEO WIDTH- DUSTING WL SEP""°.__ ___ _ ,..-�✓ �� 1 THRU 3 1• °N GLASS ss DUSTING CLASS- 'SEE SaEDUIE ON SLEET 11 TOR dFDEG) 4 I 6.25• __- 'r•ID IXd 7145 3E7:TT FOR EEAD-�m& -- -----1----------- -n---- --�------------• I- TAB (221 11 !'--------------- air 'EJ TYPcINrERMATEs No-E ABovEy PLAN TYPICAL J) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 11A SHUTTER* - N.rs. FLORIDA BUILDING CDIE(Non Nigh Velocity Hurricane Zone; \LA T /I•M/A♦ 020201WEC0•INC. 02020 EAMERN METAL SUPPLY,INC. �`IV, 1/BERTHA H ,FA 9 �, Accordion Shutter System N0,441 7�- �J 1 L E G ® 1Nc. o e e Nv a wE#1 w/OR w/o Kv tlawaw eiaoE 2 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY v.R DESCOPTION DATE DAM BY: NP Association, Inc. 1 OLD 17-107 /2/202 DATE 7/z/zo20 9 STATE 0 6Jrs N.W.a:( sc,s1.153 v.Fax c(DENS.0518 1➢153 J716 s p•, F Phone:(J05)871-15J0.Fax:(JOS)871-1531 4268 Westroads Drive 2DRAWING No e-mml:IJRecDzwLwm West Palm Beach, FL 33407 J E"•. ,/,♦ ..ssN�nni FLORIDA L a N167 8 SHEEr 1u � SEAL/SIGNATURE/DATE —164 W"�"w 11LLlT1Jr.P.E. / 20 AA LLk- 6 19 or 20 INSTALLATIONS W/ L HV BLADE & HV CENTERMATES ©1 -I2,000"Mo. Nnl.AWN A-63D GRADE 40 1NAEcaIG6iUE5AT.isO,c. L3 ' L '•' �'• 43b INTO METAL STUD WALLS *0 6-O.c.r ��-- 1/2' 40l- 41473. o� 4"® NOMINAL W Wr I . /-3B 'k DMERAL UwAmObIS AND CONDMONS OF US ® �UMINUM SLEEVE _ _ FAR BERTHA HV EILADE ACCORDION SHUTTER 6063-TS ALLOY J % 1- r2 o i I a/+k s 1/4:ooas nRuc nw I`43a J//� 43° I I. SYSTEM INSTALLATION TO METAL STUD WALLS SEPARATION TO GLASS SCHEDULE r ---•- CORr_GALY_STEEL.TRAOC OKNOIR_1 0 6'O.C.J ®6'O.C."tJ ASTN A-653 GRADE 40 Min.C-60 3.000' GALVANIZED FAsrENED TO SRIDS 75 (psi) M°'I" W/(zl rfn 1/2 TE7<scTa ws oN , �rxisTINC FINISH O 1. MAX..A.S.D..DESIGN.PRESSURE RATING:"+75,.-- ..INIERWR&-EXTEAwA FACE- •AS APPUC NISH f - r 2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM rI ! !, SEPARATION 1 43c LENGTH+ ,-!- A57IN E-1998 EXISTING GusS---fMIN•SEPARATION `';I; - 3. ALLOWED MOUNTING: M©ON THIS SHEET. TO GLASS TO GLASS .}I (SEE SCHEDULE) 43 = 43 1f4"0-20X3" BOLT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE q I' i �') m WITH 21 ARRANGED A METRICAL LAYOUT. USE OF (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4- 1.373"•= 1 3J41 6 1J41:0.035'7WCK L6n.1 EXISTING FINISH ' . L'1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 25p-._rr I_,asO' `CONE GALV.STEEL TRACK QIANNFI,I AS APPLICABLE ;;! ,;; CENTERMATE. a.l—_ o ASTN A-633 GRADE/0 Kul.G-60 CALVAHRTL FASTENED TO SPUDS 1 _ n T' ua W/(2)16c1/2'TFIC SCR ON I d3c --4,T° r I I o n ^�� GlfER1IX1&EXIETeOR FACE 1 ®6.O.C, ,'.1®6'O.C. N 1/4"0-20 THREADS BLADE SLACK.DETAIL HVF IS ALSO VAUD FOR 43C 4-0 ELCO CONSTRUCTION 1/2' 12 CENTERMATE 21 APPLICATION WITH BLADED PRODUCTS FAD-1-OK HD 1 1/2.0.035-THICK wI :t:VARIES::`j _• ® s' O.C. COMPONENTS 'Rin.AMU A-653 GRADE 40 -_- - ;:;2',,Moli, "'"c-60 caw STEEL l' MS WALL HEADER4SILL INSTALLATION NEfAL STUDS AT 16'O.C. -'11 . `•-"•• :• ._HOSTING FINISH AS APPLICABLE in SCALE:3/8'= 1" (1yP.TOP&BOTTOM) 1 3 O1R4 GPiV.1/STEEL TRACK iNICHANNe, �] -T LEXISIINC CLASS _ _ _ _ _ I _ _ f4ASrN A-653 RAD 40 Min.G-60 I�.,..:.-:°..4::..:::::.';-::.:: •... .. I : :. I I I- • :. .. ! 'I / I ';}•.... E 1:,:1•: ':•`:.;L•.,..:..:'.I rwt D% ED STUDS ? �6 rEK scRE N ONIE.: MIN:5ERn INO4 SYMMETRYA tiRY &EXTERIOR FACE 2CENTERMATES3a 43b : I ro ctAssW/ CENTERMATES W (SEE SCHEU 4EXTERO ACCESS SD : INTERIOR ACCESS SIDE -- �--s'(TTP.)- ...�-- - ----- - ___._________�_— --•IN — ---------,^Lv..�'(6'Min.) — - IN` -T------ -- _J -----! `/'may � °:{z)42 �•. z 2 I - 021^ 12 ` t t 2 .-`� -• I LOCH ED AT 1 2 •, __—8 , __N HV HEADER/SILL L•NDS 4 12r — VIEW Y i \ /( I(6"Min,) — ` �-24t1 I SIDE CONNECTION TO TRACK O I---3 1/4'(TYP-)--1 �� I L_ '7^_..__.! SLACK (Coot.) 1/2'(TYP•).---.'✓____.— --7•� }�V BLADE SLACK DETAIL HVF J VC RJORIDA BUILDING CODE(Hon Nigh Velocity Hurricone Zone � A7�''' 92020 TILTECO,INC. m2020 FISTERN METAL SUPPLY,INC. �, ....••• �r BERTHA HVTM C��++ Accordion Shutter System f L 6 b !lNc. AsSnSAERITV.BADE#1 W/OR W/0 H.V.VY4OOW BLADE r N0.44 6 � American Shutter Systems Ev.N DFSCALP1laK GATE DRAWN TR: M.P W MT TESTING 6c ENGINEERING COMPANY Assoclaflon, Inc. I OLD 17-107 /2/20 0A1E: 7/2/2020 S-0'• �� 6330 N.W.3filh.54 St.30l,NRGNN GARDENS,il.!)wM 3]I6 STATE F phone:(3G5)871-fs3o,FoA:(3as)67T-1531 4268 Westrocds Drive 2 pRAWING No FZORI P � � e-maR:mtecooawoom West Palm Beach, FL 33407 S S71920-1 64 CA 4 s/O,.,.-V `C�• WFFLLOORIDAAIda.j 44167 a SHEET OF 20 A�AAAnrii m tw `�SEAL/SIGNATURE/DATE20