Loading...
HomeMy WebLinkAboutProduct Approval Business & Professional N r rr L1 m BCaS Home lag In User Registration Hot Topics Submit Surcharge Stats 8 Facts Publications Contact Us BCIS Site Map Unks Search db' �-�� Product Approval rampUSlR:Public User File COPY Product Aoorovai Menu>Product or Aoollcation Search>agplication List>Appli�Detail - 2 h,- FL# �FL38I ri REVIEWED FOR ` Application Type evf� ision RECEIVED Code Version CODE COMPLIANCE 020 1 Application Status SEP 1 o 2021 Approved ST. L CIE COUNTY Comments St.Lucie County BOCC Cl NIc —/ Archived Permitting Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category �Accordlo h utters Subcategory 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 7ohnItefr-�kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 CO1 COI ASSA BLADE1 pd FFL389 RIO COI COI ASSA BLADEI 2 ndf EL389 R10 COI COT ASSA BLADE3.gd 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 Summary of Products FL# 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 F1,389 R10 II DRWING ASSA BLADE3.pAf 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 F1 3S9 R10 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 8'-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 Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions — Approved for use in HVHZ: No r_L3ai9,Eli II DRVVING ASSA BLADEl.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 210 AE PAR ASSA. BLADE1.pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HV3 blade,8'-0"for+64, -72 p.s.f.A.S.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 HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use^ V Installation Instructions Approved for use in HVHZ: No J 3R9 Rt� II nRw 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 f=1-389 R10 AE PER ASSA BLADEI 2. for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CoQvright 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 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 0-1 Credit Card Safe GENERAL NOTES: 1 BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DDCUMENr(P.E.D.)HAS BEEN VERMFIEO FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7Eh EDNION)OF THE FLORIDA BL"I NG COOS THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SMALL BE DETERMINED 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 ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SMALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA •I: HV BLADES(1)dL BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(LSD)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.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 x INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOW. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM's ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1-2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICALSHUTTER ASSEMBLY 38-44 SH$Er 4 TYPICAL WINDOW SLADE& WINDOW DETAIL -HV BLADE(D #0214.01-03,#0715.01-03.81004.01-05,#1214,01-05.#0317.02-06,/06OB.01-10 AND 00210D1-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA I HV BLADE(1)AND W WINDOW BLADF6 AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&01220,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. WHERE APPLICABLE -HV WINDOW BLADE @#0505.01-08 AS PER ASIM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1, Z,3)BASIC PROTECTION ONLY AND/0725.01-IE8 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV SLADEQ AND NV WINDOW BLADE 6 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114N2.75'AND/140.75"RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ke,YIELD STRENGTH AND 180 kei TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA IN DACROSHELD COATING SYSTEM AS MANUFACTURED BY APPROVED CE74TERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION- PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 AL LOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 111 MAXIMUM SPAN TABLES SHEET 71 6005-TS ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHAD.COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S.ALL SCREWS 70 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 SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE D: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE QQ &@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT/6779,562 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. 9.R SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA I HV WINDOW BLADE blA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 IM EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING HOTE:DURING PERIODS OF HURRICANE WARNINGS HONE OWNER.TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD //�� CENTERW7ES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4_ HV WINDOW BLADE A11 ONLY 11.SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 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 TO_ 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 DEVATE 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 DEVILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SHE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D. WILL BE CONSIDERED INVAUD 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.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVEW. (e)ORDINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED Tr. FLORIDA BUILDING COM Non High velocity Rurricane Zone. 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. ,,, ��•� l,,, -- . ._.BUR--THA H1/-;-- -- �?•'''�cEN �'••',��-; Accordion Shutter System o m o KK 11"#1 Wi OR W/b KV.WINDOW eIAOE No.441 .7.i. i�_5 American Shulfer Systems — T BY. — > _� TILLIT TESTING & ENGINEERING COMPANY Ev. aealmlw -. anE--t-Own�R_er' N'a— - * 53SS NX.341A.St.Ste J .I7 GeM GkRD K,rums%3316 Association, Inc. , OLD :.07 yz/zo2o DATE: 7%z/zozo �ij�j PNme:(305)e71-1530.Fa.:(305)6T1-1531 4268 Westroods Drive a $ -33 STATE F ;�� -.--.—._-_DRAWING No •' a-mat:BRecoOuel.com West Palm Beach, FL 33407 7 _ ���iC••.,F(QRI .'' ___—� PALTER iWMT19 P.E. 4 _— 20-1 64 �"';",`,rs/ORAL �`G• %SIGNATURE/DATE FLORIDA U.o 44167 ` i__ �SHEETOi 20 _ 3-.FOR WINDOW W, ; � 'sus, i" - _ _1.497•. 410 Ymt. -• 1.. p• 3 4.857' + 4.999' i 1 HV SOLID BLADE .375 �"HV UNIVERSAL FLOATER . HV180' STARTER COVERS R PAT 458179 J QUALIFIED FOR USE W/ HV BLADE 1 QUI USE WHV WINDOW BLADEr 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 606LOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE(1) ♦..• TEMP • ; ix 373� 1 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 60 T6- Y AND _ _ .556• (TYP.) • _670'_ 2.226' - � 3 .994'._ .._ ` 4.436 - - ` - �7 HV ADJ. ADAPTER W/LIP .4 1A75% _ 3.226' - - QUALIFIED FOR USE W/HV /, - .920 - ' BLADE 1 �BJHV WALK—OVER TRACK -� _---,.; `6)HV ADJ FLOOR TRACK 6063-i6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 9JHV TRENCH TRACK 255• 3 . QUALIFIED FOR USE W/ HV BLADE 1 QUAL.IRED FOR USE W/ HV BLADE{17 6063-T6 ALLOY ATE#IPER BLADE Cl)ONLY. 1� HV RAINGUARD 6063-T6 ALLOY AND TEMPER 'O VARIES _-- 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 1.936' BLADE'1 o _ 1.917 N:', g$ t _ VARIES. 6063-T6 ALLOT A D TEMPER o _083- - .083" I g.:�' a--•�. 100' ._ A9J•�, m O80' .670' • .L25'•.093'T .093'• .060 ng 3-520" _ 3,520' _ 3.529' 670 ?7 -. -• HV HEADER/SILL 3.s29" 1 tl HV CEILING HEADER / 13 HD CEILING HEADER/SILL;� Q IFIED FOR USE W/ HV BLADE(.'ONLY, QUALIFIED606�RT6 S L_OY AND BEMPEIi DONLY QUALIFIED FOR USE W/ HV BLADE�'J HD WALL HEADER,/SILL SEE SECTIONS FOR MPERVALIDITY— SEE SECTIONS FOR VAUD17Y ALIFIED FOR USE W/ HV 6063-TB ALLOT AND TEMPER 6063-TS ALLOY AND TEMPER DE a)ONLY i _ % 6063-T6 A b TEMPER T1 a COMPONENT i A 8 _-1 T2 �_.._- � % Y t MN L4N Y lei t 2' S'MAX. 1/6" 1/8" 2' 2' 0.125" 3" 3: 0.090" `�I SIDE ANGLES e - ! 18 2- 5-MAX. 0.192- 0.192" V - QUALIFIED FOR USE W/ HV ALUMINUM ANGLES i 19 2.e- 7-MAX 0.190- 0.190- 0@ CORNER POSTS BLADE.`r QUALIFIED TOR"USE W/ H QUALIFIED FOR USE WV - BLADE( B Tt6� / HV 6063-T6 ALLOY AND TEMPER r () Y� 6063- ALLOY AND TEMPERS 2' S'MAX. 0.73g- 0.131' 6063-T6 ALLOY AND TEMPER fLORIX BUILDING CODE(Mon High Velocity Nurricone Zone, �1N�d111A111 C2020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. WRrHA Hv.:; V\CEN, :;.9 I L O N A S S A Accordion Shutter System No.441 7 .� Kv elAoe/N w/OR w/b tiv.1MtoDW RUDE American Shufter S stems -- TILLIT TESTING & ENGINEERING COMPANY Y 0 a1� OMIM BY, M.P * *s Association I -- ---- STATE 0 /itp� 6355 NW 36%.St.SIr,305•WRO A GARDENS.FLORIDA 3316 6 Inc. 1 OLD 17-107 /2/2020 ogre: 7j2j2020 • Phone (305)B71-1530 F..:(305)071-1531 4268 Westroods Drive -m -------- " Re:tII t 0I._ West Palm Beach, FL 33407 s'�----'- ---DRAWING No �.cn'•'ZOR10 •.6• . : `_m cA-oo06ne \V�.`ri.-.._..._ WALTER A PLLIT Jr.P.E. ELL .-- LO-1�� ONAL ¢``��SEAL/SIGNATURE/DATE FLORIDA Lit./44167 SHEET- 2 OF 20 4.576• 1/4'-zOd/:' 1 1'-IO DIE CAS' AMEL 2.293` .._745' Q J45-- RAW _ 1 0.334• SS.M.S� WXEO PNHOUSING ATEEEI 1 4•-� DE CAST m (z 1\9.) EIDl161N5 ENMA:L S4D• 0 1 P _ O OWED PANTED \ I g` ,� •R j ^'t: EDRESS TURN KNOB io dl 14" .-I . O.4S �l k KEY'SaRASS C(C�NROME (DER BASS E PLAYED) •.. 4" - 9`f o.) � 777����--- r 1'� PIAiFD) CHRJME PIA,EO HV CENTERMATE q,b;.,_1325: - HV LOCK HV EGRESS LOCK QUAu720 FOR USE W/ HV BLADEQI & ONLY l[LJ1 �. CENTERMAM "�'�`' 3.023• „075: QUALIFIED FOR USE W/ HV FlED FOR USE,W/ hN 6 6 ALLOY AND TEMPER QUA�.7FIED FOR USE W/HV BULDE-1)& 1A ONLY Q 8LADE 1 & ®ON& 1 ONLY, 6063-T6 ALLOY AND TEMPER -�2�� HV CORNER CENTERMATE _ • - Ql1ALI FIED FOR USE W/ HV BLADED ONLY - 250 1618: 2.674" _ 6063-T6 AHOY AND TEMPER HEAD ���ppp •_516 DIED TO 0 41 ry 1.756' .922' 4.045• -2 SCREW ' 2.079' 1.753•.r� I� g - -.360'AFTER RIVETING 3 f �txr n ch1 ..06 1. �4"P-205x•3/40 " avErwc _1.Oe: �• ` :i" �' n , -' S.S. THUMBSCREW �t ^ '--� 4, •I - 1p jY _ � �SfR1E5 9141 0.W.INUM(20ihT3 ELLOf)URGE f1INGE 1<Rh m m i730• 2 _ - `-- m m r_T - 822: CHEER TOMOT.PART I 0820.AS W JERSEY IURED0705 BY AVDEL EQU PUN a FRONT ELEVAigN A " �` CHERRY TExtDRN,PARSIPPENY,NEW JFR6EY D)054 OR EQUAL �7 COCKER FOR "T" LOCK CENTERMATE ®QUALIFIED FOR USE W/ W BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV LOCK CENTERMATE "T" LOCK ® HV ALTERNATIVE LOCK �J 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE I ONLY QUALIFIED FOR USE OUALI BLADE 1 ONLY1ED FOR USE HV QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPE� W/HV BLADE 11ONLY. 6063-T6 ALLOY AND TEMPER 1.977 _ 1.917• 3.161 ,m - r +. 432. 1.0?'__ CYLINDER OR -0 - $ $ .063L 062• • .-.,�';2• KEY CYLINDER N .214• ^•�. N .21g4• �L:e^SsTT-^_� o t 0.675`Min. s .tUS m n m Op •' R I .125•Mar. I HDIN OD (331 HD CENTERMATE W/ LOCKING ROD ° OUALIfiEO FOR USE W/ HV BLADE 1)& A. QUALIFIED FOR USE W/ HV BLADE 1 & 1A , - 6063-T6 A 6063-T6 ALLOY AND TEMPER 't33J _ VAWS. 11"MIN. QUALIFIED FOR USE W/ HV BLADE 1 & to - 1/4.4-20 S.S.IW 3/6Y-,6 7.1 30: 6063-T6 ALLOY AND TEMPER TMUMBTURN ACETAL MUM35CREM5. 21/2" CYLINDER (SEE DETARS) -- OC — OR KEER * 1.7e•11a L ® LOCKING 800,!�, !1 - -375'0 1/4`e 4 N HD LOC QUALI D FOR USE W/ HV BLADE u C F fV 3/8"0-�s ACETAL �' HV 1/4' 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 60 T6 ALLOY AND TEMPER 'v THUMBSCREWSERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE iO& SjINSTAL.LATION 7/T6" HOLE QUALIFIED FOR USE W/ HV BLADE: Fl„�(�DA BUILDING =(Non High Velocity Hurricane Zone DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W HV BLADE 1 9 Y t I� 02020 TILTECO,INC. 402020 E45MRN METAL SUPPLY, INC. BE- RSA—HV-.-'-- � • 'V\G A S `i`' Accordion Shutter System No.44 67 _ I L E C O t N c 6 ttv MADE IT w/OR web ttv.wwow Bu1� =� American Shutter Systems T DATa i x LP Y Demerrwn oAa :oR4w�eY; ALP ��-�� TILLIT TESTING QL ENGINEERING COMPANY Association, Inc. t OLD 17-107 /2/T0w // % STATE F :Ad �'t020 63s5 N.W.xa.s,..71-15 v.F- GARDENS.)a l-153 vlo- -. - P ., (3os)e71-7530.Fo.:(s0s)e77-,s31 4268 Westro0ds Drive ■ DRAW2020 ING IN .-.noa:LB10coecoLcom West Polm Beoch, FL 33407 s oRl _ GA-DDD67,9 4 - y -- 20—'164 S/0 1� '- '--- '-- WALTER A TR.67 Jr.P.E. -- �iq„y1 una N` FL ORIDA Lic.f 44167 3 SHEET SEALJSIGNATURE/DATE a SHUTTER ASSEMBLY SCHEDULE FOR HV d HV 3/s" 7411 J��"(-t 12'MIN.C J.NCE O1 HV BLADE 1 ® I TO BUOE OGE TOP .062'S" F. to 1675",A :-�;i:.i.....—tt_:.i ® HV BLADE to I �! / ! NV WINDOW a:AOE .0625" ,oa]5"' .0825" Iffm ® HV LONG RECESSED NYLON BUSHING BLADE'S •P pOrNIN if ,t875" Y KNUCKLE .0625— .4* ® HV SHORT RECESSED NYLON BUSHING •3F w t'n') �� 0.062¢' �a ® HV NYLON HAT WASHER '�' Q OR® N w FLAT PORTION Rt.750J1'`j f/' 4® HV WHEEL CARRIAGE AISI 302-303 SERIES I 14 '^* �fd 1 ! ! n .µ ��*2.875D" X 0.870"z3/16" THICK NYLON WHEEL. A31 I I ® ^�� v �+ 2 7/8"MIN. HV WINDOW' I �• CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS I 3t�0 sEPARATI I, �0. BETWEEN0625'._ c3.7500' ® HV 1 3/4" ACCORDION PIN W/ �I8 HEAD * EXTERIOR l -; Q�BLADE S $ 3/`. D625' y © HV 2 3/4" ACCORDION PIN W/ #8 HEAD * - _IT ON CENTERS s nxls:r 75D0- ® 47�*"' i ' CLE1/4' EYIEi.+op tTtbnal POLYCARBONATE IMPACT RESISTANT HV WINDOW i + . ® AR eTAFs� TYPICAL HV WINDOW BLADE 16 AND t3�1 POLYCARBONATE HV WINDOW DETAI' (SEE NOTE FOR REQUIREMENTS) ? OOR ®or N;5 I POLCARQNaTE.jMPA��.d15T � .4DOW . E1 1 BAYER MAKROLON 3103 POLYCARSONATEi * °I HV PIN REQUIREMENTS AT EXTERIOR S 12'Mw. *CE RESINS, UV—STABILIZED GRADE OR SABIC BLADE KNL�^rL FOR x To BLADE M INNOVATIVE PLASTIC LEXAN 103 RESIN -_ NOTE --— HV i 1 FIV itA i I 1 � ERtS- QOR ® (SEE NOTE "F"ON SHEET 19). iI (I HV PIN ® SHALL ALWAYS BE USED AT ALL E)('ERICR ® c! BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR ,'.� ® "I POLYCARBONATE SOURCES FOR 4a HV ® BLADE. ; !I EXTERIOR TYPICAL SHUTTER ASSEMBLY ®oR E" w.y pfto-ms �� „*_Raub (2) HV PIN ® MAY BE USED IN _IEU OF ® NV PIN AT AND ONLY AT "EE L "ma E KKR ue.or.1m. s EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 40132C BLADE'S KNUCKLE. PHISCdL BLADE WHEN CORRESPONDING 10 INSTALLATION "11", SHEET 7. ^'�• rya { (SEE NOTE *FOR svccir ccw*r mN Dnx oou rot.' oAs coo-' -'-Zr j REQUIREMENTS) 4� . # "• (3) HV PIN ®OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER r' g \_i II tL7r�141°NVHrn « +s1M Mx 2= ,,.000 p. 111 'I i n�nork R1IENBTN AT np10 ASM e790 +zs00 w-. 1!•40C p:: „'�t 5i REk w MWUWT A51M 07p0 p.,.�. p...i. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ' '�" h fi 3t0AD0 544.000 SHEET •,f 1 x D Zlr "•".,•1[OG-i1r.5 A"02% ,e i'r. /. t7 WHEEL CARRIAGE DETAIL T + �`M0'E "'-"* y ASTM 02e.3 47.2 9 w5 x MA. ASSEMBLY LAYOUT PAR x 9 zNnc AStM Deus c-1 cuss c-1 cuss sEF P"NRiOh A51M 01929 t040'. 9BD•p AS7Y OW 'E1Ca:E-'HRENL�N tiTER wFAT ISM M 9XIx Ps, aw P.lt. 1 NV BLADE SOLID 8c i A HV WINDOW BLADE DETAILS �"�` STRM!E r"`}�" ASM 6]8 'P N.7.S. FLORIDA BUILDING CME(Non High Velocity Hurricane Zcr:t, N```,y�Ff^111111) Ij N4 Oio'a?Et ,w::. 02020 EASTERN METAL SUPPLY. INC. ���Pll PP11 ju BERTHA V TM �•'�'P�' F:vGE,' INC. Accordion Shutter SystemA■S.S■A■ H.V.BIDE#1 W/OR W/O H.V.WINDOW BLADE NO,44 &` TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Lv.N DEsaNPn9N DATE DPA4N 5Y M P w—�^ Association, Inc. >A' �-�w ssss N.W. ;( 9.,s1..10a,HHGiN1 c 305)8 1-153,3al. -OLD 1/-107 2/202' OaT':: 7/2/2020 �•• STATE F PnOpe:tspsl6n-tsw T0.•tios)671-1s3, a268 We6tropds Drive z DRAWING nc O F a-T C OON7001.WT West Polm Beech, FL 33407 s CA-00067t9 �ORI .L° WALTER a TILLr W.PA 4 20-164 AL/SIGNATURE/DATE r i0f'L;c./447 67 s SHEET NNN11 6 4 OF 20 I *NOTES ON HV LOCKS AND CENTERMATEs A Y O Y M s T u 1• MANDATORY GMUM NE HV LOCK or SMIALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN j OR 12'ABOVE OR BF,L�OW j[2 OF SHUTTER SPAN FOR SPANS UP TO 1D5",AND FOR IN TIONS T ANY I I ELEVATION. HV LOCK 1�or( WY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�OR _ 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. � O0./•I : i T5 ®•x2a I� LOCKSORMi1Y OBE USED ASFAN INSIDOR E OR OUTSIDE LOCK. CONNECTION O PERFORMANCE OR FOR SECURITY F LOCKSL TO CENTERMATES S, UP TO TWO V( -'3 OR✓2�2 SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCH ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3- OPTIONAL CONDITION NALID ONLY WHEN MOP&Mff CONDITION J1 OR LIMITED MAN II • 1E21S USED W/TM10 X.V- LOCKS)• LOCKING RODS IN ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY --24.aK�1�a1�0 a® - - 24" E U§ SED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). & I ! 4. LIANMlO1N CONDfnON /2 ONE HV LOCK F21 ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN g 1 AND INSTALLATIONS AT ANY ELEVATION. HV LOC'K,4 or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, E ATTACHED TO CORNER CENIERMATE W/(2) 1/4 0-20 x 1/2' LONG FIAT HEAD S.S.M.S.TWO LOCKING RODS b I p AT TOP& 13 OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ;> K6t®51 MAXIMUM SHUTTER SPAN SWILL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. FIRcr AITER�_O MAXDATT)Rf('fINDTON 01 VOID ONLY FOR g�&Eg I OR 22.ONE ALTERNATE HV LOCK :i.MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND I I 3 1O1 f - 3Bg3 I GYM INSTA LATIONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT ' I �y> I f �3� OF 1/4-0-20x3/4'S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 1/4'0-2Dx3/4'ALUM. R(VNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. 1Wln►TIORY Cd�IIION s 9 ® ,2 II f ' FOR KFVSRfMc•YO nrtMr=I cr�1• ••'• ONE HV LOCK or or ly SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12•ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO e6',AND FOR INSTALLATIONS AT ANY ELEVATION. KV LOCK 0 or 6 or @ MAY BE USED AS AN INSIDE OR t- OUTSIDE LOCK,ATTACHED TO®w @)SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE ENO —" f M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 115E OF LOCKING RODS W/ Q�CETA ONNECTION OR @ 70P AND BOTTOM IS COMPLETELY MANDATORY. SHEETS ON SFTEETS 10 t •r YY `/ YYY YY Y t111 ....._.-__.__ __ ____ IS HEIGHT FULL 1, 35• OF CORNER *MOTES ON HV "T" LOCKS AND CENTERMATES: _ ~hWED NOW 1. SE=M ALTERNATE TO MAN08MW CONDITION jj VALID ONLY FOR HV_r UK% 40 CIENTERMAM a AND CENTERMATE ONE ALTERNATE HV'T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS ej OR 0 FOR ANY SPAN AND ©a®aC•Oa® 1Q♦�a uuTION AT ANY ELEVATION.AL VNATE LOCK®�MY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER r�7 AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 1D•�a®•�°®.®°" CONNECTED TO CENTERMATES®AND @ W/ 1/4.0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8 • 3/32' ©-^ ©a©��7J•�a WINGNUT OR W/ 1/4"0-20x1' S.S.M.S. INTO A 1/4'0x 5/0'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" l7J 0J MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS S@ TOP AND BOTOM IS MANDATORY. *MOTES ON HD LOCKS & CENTERMATES: 1. XD I3CK L W/ XD NTERLIA c 31 OR sZ W/ ss : ONE ALTERNATE HO LOCK(�l MAYBE USED IN UEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION Kv LOCKS 2a OR ., FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE LID LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO IS W/3/6 x 3/6'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT MSERT AS SHOWN ON SECTIONS HDB-HAND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS(g IS COMPLETELY OPTIONAL FLORDA BUILDING CODE Non High Velocay Hurricane Zor,e e202O TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. fMM ` BERTHA NVTM (�bii\,10EN ':;��=; �� E� ® �w� /� Accordion Shutter System KV. RAM f1 W OR W/b Kv.VWNDOW BLASE No.441 American Shutter Systems Lv TILLIT TESTING & ENGINEERING COMPANY .N D190fD6x DATE DAWN Orr: MP*: t 6J55 RN.36N.Si,Sb.Jos,NPo$rU GMOFN6,FIpPoM J3t6 ABSDGiatlDn, Inc. t OLD 17-107 202 DATE: 7/2/2020 a: STATE 4� Ph...:(305)871-1530.Fax:(305)871-1531 4268 Westroods Dive 2 0•. �'R�` e-mail: OD067 ad.com West Ir 1 DRAWING No es Par Beach, FL 33407 s •,"ZORID ` G-0006719 20-164 (C WALTER A TILLIr Jr.P.E. 4 �RQ ss�•••••••••�\``� FLORIDA Uc.1 44167 s --- J O � SHEET J NAL • . SIGNATURE/DATE 5 OF 20 ONCRETE ANCHORS POURED CCNCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE SHEET I}) REQUITED 1/4-0-2D.3/4•S.S. CONCRETE REQUIRED CONCRETE ANCHORS MACHINE SCREWS REWIRED - F1lA I- (SEE SCHEDULE ON W/ 1/4'-20 CONCRETE ANCHORS 17 18 (EYSTONE(SEE MOtINRNG®ON SHEET 7) SHEET 13) NUTS O 12'O.C. ( (SEE SCHEDULE ON SHEET 13) r -- -t[- 2 1�4} • 11 Min. 1/4'f-20x3/4'S.S. I -_- `� EO--EO-. MACHINE SCREWS 11 -EO EO- �- 1 - USING 1/4'-20 NUTS 19 1/2 E. D.« `�.� .250,YIIN. -- - _ -13 OR 15 --- _ ------- .. O3 oR 15 250- H H G D• I .230'MO.. D. 1 '� OPTIONAL ro aAsss M I NN sPwauw �,�H i"11 E TIN 1 I - 1 I EXISTING - �.� TO GLASS j a1 OR D 1S VA !1 4` 1 ElS{` (SEE 9O*•0"ON s1EE'E 11 E%1 ANC H y 1 I 1 CLASS �? HAGa 37n i 1 i NUN.SFpARATION TO C1ASs { iii _ 17 !�(5EE SCHEDULE ON SHEET 11) T / EXISTING 0A5 HV WALL HEADER INSTALLATION !A� v ALL HEADER (u HV WALL.-HEADER INSTALLATION + KEYSTONE 1 OUTING f i ,{. '. _ MIN. SEPARATION TO GLASS h I GLASS—. If4 STMWIW I - I I i Ee 1 I - •1 EXISTING (SEE SCHEDULE ON SHEET 'I) I 1 I W(AIRS(SEE 1 I I'- 1 OR ` MIN. SEPARATION TO GLASS GLASS._-` 1L9 (SEE SCHEDULE ON SHEET 11) FORON SKIT 19 AIR 9AOB®Q® : i +�• ' 1 .--OPTIONAL ' E. Mo.. I.,—OPTIONAL i i I / oR >5 E.D.• 'i i i'i E.D• �i a i I! t/2. 0.« _--._- t9 -EO--EO- 13 OR 1® rp- 1. ' - C '-- 12 OR1`Q, I ` _ -�P • - 1/4-0-20K3/4-S-S. win. p -EO--EO- PHIL IPS TRUSS HEAD 1/4'4-20.3/4' S.S. PHIL_IPS 17 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEM MACHINE SCREWS CONCRETE ANCHORS i 1' 1/4•-20 NUTS a 12.O.C. (SEE SCHEDULE ON W/ 1/4•-20 NUTS a 12. O.C. (SEE SCHEDULE ON SHEET 13) `Min- POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK - CONCRETE ANCHORS REQUIRED WALL REQUIRED (DD; HV WALL SILL INSTALLATION coNCRErE �E�SC`,DULE ON (F)HV WALL SILL INSTALLATION OONCIRIM SLOGK WALL REQUIll © V WALL SILL INSTALLATION NOTC=91( 9�it!�AT�ON.9.F-SEGn - INSTALLATION DETAILS AV �1-SEE—11 4 FOR TYPICAL SHUTTER E.O. EDGE DISTANCE ASSEMBLY LIMITATIONS E "19�" I 1 HV BLADE 22_ MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13j BLADE�7Aj ON SNEEE fe I IN ANY WAY TO SUIT ANY INSTALLATION. 1 FLORIDA BUILDING IX1DE Non Nigh Velocity Nurr(cone Zone; (dill (w 02020 TILlE1`11.INC. ®2MO STERN METAL SUPPLY,INC. °� .Aq.:... tir'��, --- EASTERN HT, A S S A Accordion Shutter System - i tl. E c o N�. s LE �. eIADE , w�DR w,o K�NINDON BADE No.441 7 American Shutter Systems E• 11I>e.nnN iM1E ORArrI gy; Y.P TILLIT TESTING & ENGINEERING COMPANY Association, Inc- 1 OLD 17-107 12/202: DATE: 7/2/2020 ` 6355 N.W.36tn.St..Sic 305.VMGMN G•AGENS.EL9RWA MIS' z�.• STATE 0 PNo e:(305)871-1530.F4•:(305)971-1531 4268 Westroods Drive = DRAWING TN6 il:UA4490 West Palm Beach, F, 33407 �n1 a 20-OF 4 WALrtti '.P.e 4 FLORIDA e.+44167 a SHEET POJRED CONCREIE ANCHORS MN 3wwm H CONCRETE (SEE SCHEDULE ON SHEET 13) M am(am 1 OR i w WOMRew REOURED -:'t��SLAM sw y GLASS- i \ i(6�> IRE . EDGE I F ON SHM a FOR .E 0.. - _ SLAB N" • i 06L ; lOF7 n) APPLICABLE EXISTING GUtSS- ALTERNATE ^ED I EO- ANCHOR EXISTING / t I I 1 t G1A55-' 1, 1 10CA710N1. 1 1 , 01OX3/4'HEX WASHER TEI scREws e 1 z'D.C. 1 L CR t. 5164 uw. CONCRETE ANCHORS $ , EDGE OF 1 1 1 (6}• 7' i (SEE SCHEDULE ON SHE 13) FU=•*•-•FC APPL.CABf-L F XISTIN^, -_ J '---" — , DE OF Ale EDGE OF .. SLAB IF i j'.I ,1/2' •t• 7 - `� E^f OF APPL'C _._-L I.- , TO a APPUGBLE I .-E.O.--i-�E.O. -- � C•LABBLE R� I POURED _. ..FLA' HtAD CONCRETE ANCHORS �04W.E M$EET f C - E, D a_—_ CONCRETE n rSI Is Fall - POURED J (SEE SCwEDULE ON SHEET 14) a:stcft w FOR I I 1 OR �� CONCRETE _ - REQ' FLAT HEAD COME ANCHORS REQUIRED aKFs^aft 1 REOLNRED E D• E D.•------- SEE SCHEDULE ON SHEET IA) i1-1 I1! TRENCH INSTALLATION :1-t HV FLOOR INSTALLATION t �)HV WALK—OVER INSTALLATION AID ONLY FOR UP TO +70.FOR PAN A.S.D. I DESIGN PRESSURE RATING&FDR SPANS PER 0 HV CEILING INSTALLATION SCHEDULE/3. SHEET 11 YM.SVJIpTJN NN.SFhYYIVJ. � /, CONCRETE ANCHORS v (SEE SCHEDJLE ON t/'•0 NG AMIVMTrIlaEA0F01s 6 I ' SHE is, 9YEr,r; TFGN0.M. OR I,Cg FOAEJiS EXISr'+JC EXISTING ..rvx•u cws GEXILASS---, a I 1/4' GLASS GLASS I_ f uE[r... _ 1 I( 1 EASIFlERS TA4+ER�ANCHO6 W/ ( f.' 13/4`MN.EAeEDMOR O G- 1 i O4E SdIDIA.E W W41'11) MA TO 6'-G'SRuu ti I I Q-c"w To e-„ IWf./PRT 4A AT Ce I15 -_ /10a3%4.HEY E n xFttoR tJll14XN5)' 31g' - M1Aa• _ t (' S 3 i� i; TFKWASHERCREWS _ 1 �/�� /1<:3/i` HEX MEAD 1 S_ I' _ O 1•' O.C. \:l TEK STREWS O 0"O.0 -�� - .411 H .' 3,lB' `+ ___ OR 1/4.0-20 S.S. M.S. CONCRETE ANCHCRS F 7,I 3/ /14X3/4"SUS. _ _ :1 1 li i;1/{_i • !49_x,./<'$1 M< W/NUT a S'O.C. (SEE SCHEDULE JN n 1•:. _ , O 9.O.C. (' __ Mo. . t;X'G 1/.i-10 NI:*3 SHEET .<) .r O•a _- , ••. I --• NON STNJc"& i L /2'-.-..1•. �cR 18 T. _2 00' iew. (DEcauTW EDGE OF JI 17 :F - F.C. SLAB sct) 1 7/8 -. 1 7/g' .• APPLICABLE .- /)fa.Ji 1'F.H S C.S. M.N. CONCRETE ANCHORS SEE NOTE 13(b, - __ O 9'U.C. _ �CONCRLTE -ED. POURED CONCNF:�E •SEE SCHEDULE Oh ON Sti ET 1 -SEE NOTE 13(b) -E.D.-- ------ OR CONCRETE B:.00K SHEET 14) POURED CONCRETE ON SHEET 1 - • ` -- -r - REQUIRED OP CONCRETE BI OCK REOUIRED W KEYSTONE WOUNTING IN_TAL4TION OPTIOhA_ PCJREJ C CONCRETE K` HV WALL FLOOR INSTALLATION L HV WALL WALK—OVER INSTALLATIONNx1 tlJY A50 GEAG1 PREbVRF:a6a,T pN WQUIREO - w vJY SHOnER SPAN a'-o' J; HV RAINGUARD INSTALLATION t arm. t THIS INSTALArON SHALL BE MUTE BUR COMBINATION•QF SECTIONS; c,p,.- :Dr- DISTANCE REMOVABLE WHEN PERFORMED SEE SHEET 4 FOR TYPICAL SHLFTEk (SEE SFECIFlCA:IONS ON SHE!' t3) �+'�ENTRANCE OPERABLE Ex!' a MF ON S�T7119 FOP. ASSEMBLY INSTALLATION DETAILS W/ HV BLADE .- YOUNTING SECTIONS CAN BE COMBINED - :':ANY WAY TO SUIT ANY INSTALiATX)N. FLOW B(JI MM Hon High Velocity Hurricane Zone 11�111 02020 TRTECO.INC 'n 2020 EASTERN METH.S­+P.,. INC.BERTHA HVIM V\CEN A.S.S.A■ /+ Accordion Shutter System N0.44 67 _. L E\r o t N c. H.V. 9AX#1 W,OR W/b KV.W NDOW 111"e10 TIW American Shutter Sy T TESTING 8 ENGINEERING COMPANY stems Y• EJ OGNPT1011 DATE DRAWN ON: MP"O STATE F 63SS N.W 3ft St.R 05 e 3 .WVO GV009•FLMDA a.s Association, Inc. , OLD 17-107 /2/2 DATE 7/ 2020 'si90•, f ;��� ;*One:(M)e71-1e30.Fm.(305)871-1531 4258 Westrcads Dr:ve z `• �ORI �CAzg rma';V.1—Nw:.Ean West Palm Beach, Fl. 3.407 3 DR/A�WING No y WA/Fs•''•"••' ''•� LTFR A TILUT 8.P.E p'�iASFOhIAL SIGNATURE/DATE FLOWA LIe'0 N767 SHEET e s SEE Q WALL CONN DETAILS ON SHE 10 & Is _ SEE NOTES ON LOCKING RODS© HV LOCKS oOT i_ IN f EXISTING GLASS INSTALLATIONS Wf (I HV AND ALTERNATE W LOCK®ON SHEET 5. ©° BLA V C NTERMATES **CENTNTEAMA7�ES. APPPLICATIO I„VALID o I 10•®a©•p S10R®.©a EXISTING GLASS SEE END WALL CONNECTION I ^ DETAILS ON SHEETS 10 do 18 I � ©• 7Q•©4M©• 7O•I7 RI ax ®`®°'©.®°"®• PLC®777a -_ _ --____ --- __ _ _ ---------- -� .. ----- - 2's2'xi/8'x0--2 I O.®Q®.®RR�-� 3 1/4- 7' 6 1/2' (BOBS-TB ALLOY)ALUM. 7 - ANGLE W/(2) 1/4.0 TAPCON 2• , ©.® OPPOSING / SYMMETRYCAL AN04M TO CONCRETE I CENTERMATE$ (TGP/BGTO T E � flOx3/4-S.M.S.0 12- _ 9ENTERMATES MIN.SEPARATION (a)IroAT EACH H AN E.TUBE AT EACN ANGLE.(TYP) ; j O.C. FULL IENGHr. HV-_LOCK. 4#or._' W/ HV LOCK *or� To GLASS IN - �* (SEE SCHEDULE ONSH 1) _._..--------- a®«©•�a® lo.®a ZO O �x OUT 25 HVA HVB ®�®q©-OpO ®a HV� POURED CONCRETE OR EXISTING C1A55 aR�� CONCRETE BLOCK DUAL: • _.____------__ -- _...- - 1T0 J®�-0-'�_(Q� ©q__ _ / REOU.:ED EXISTING ®-®°R®-®p°®-©°R I N 1 LJ`L/f`�Ja�J��J•®�' MIN.SEPARATION - GLASS SYMMETRICAL * IV G•®�®-®`"�� J�cu S CENTER-MATES—S 26 ®•®a�•®�•©� (SE SCHEDULE GLASS SCHEDULE 5 -�- --------- ql®-® `� m W�_-�.-� s OPTK]NAL MIN.SEPARATION ZZ _ (INTERIOR , ©•®a®•®a�.® ON SHEET it) (SEE SCHEDULE IN OP110NAL TO GLASS LJ ON SHEET 11) (WIEF") CONCR OUT ^, HORS ANC - - C-SCA 1�-- 1 "CiS Bw1Es t 1;r 16 O.0 a21 3 ti I - -._. ------ - 'l 1 w ® k oUT� 6 1/2' MAX.SUCK HQ HVE HVF** fl III IIsTiA FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone /�/T''' 02020 TILTECO.INC. _ _- 02020 EASTERN METAL SUPPLY,INC. \�P'4TTT....... C ',- BERTHA HV-... IZZ Zl� L E C O Accordion Shutter System No.44 671:2) �. R°e ■ ■ ■ ® H.V MADE#1 W/OR W/O KV WNoav MADE ' American Shutter S stems L* * TILUT TESTING & ENGINEERING COMPANY Sy sterns M DESCRIPTION DATE DRAWN or: up "a STATE F BHS N.W.3BM.sc,sr4.305.WRaxA cwor s,r oa9A 33rt ASSOCIatIOn, Inc. I OLD 17-107 /z/2oz DATE. 7/2/2020 i�'• �, Ph..:(305)871-1530.F..:(305)871-1531 4268 Westroods Drive t y�0� (ORI p a. x- 0:6xe<o0-1— West Folm Beach, FL 33407 s DRAWING No SSp ♦ CA-0006719 A•N \\ WALTER A TILLIT Jr.P.E. 4 _-_ 20_ 64 AKiA DNA gyp` FLORIDA u, p 44,67 B AKK�EE►IIIII IId1L`. SEAL/SIGNATURE/DATE B SHEET OF ALTERNATE INSTALLATION W HV "T" MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS ( Z; W/ '1 HV BLADE * SEE END CONNECTION DETALS ON SHEEU 10 A, is I I I_; �, Exmwc«As5 INSTALLATIO (ou7 I I I IN � VW/ HD CENTERMATES _ A5 WEU AS MIWRSAL na m oo ATM RAM H -Elw �lj�y� © odb� NpGTED ro t S~M."Y K%o WM THIS ALTERNA1 l7' ®d©' ©•©p1 Irrsrnw7gN MYNL Nw 51 r na SHUT. _.J SEE FNn W I I CONNECTION ©,O,©d©,O,®„ DETAILS ON SHEETS 10 a 1s (sow-Ts NLLD11 Nltl u.IXE W/z)1roaY I _.. tro' 35 s 35s ___ -T--____ _______________ .- _ 4NH+me/2-LMA.TO FIJ� S.Y.S •u• 9 E— n (n o.0 nu 3 IN H.N. (a)H v 33 5 0*HV . PINS PINS(nvLOCK (INSIDE) 10 exo tw t1AwtW•e� lo K ) �s r• l>a tvea.{ J .. ® ` ® LOUT ; 33 31 31a®2 N-@ 31 Oa 32 35 'K SEE NOTE a FOR Hv LOQC®.: �__ 1/4•� 0-20 x 1 1/2" S.S.M.S. - •'4 •35* (�mwU 'r LOCK.ON SHEEt 5. r •� W/ 7/8"0 x 3/32'• WINGNUT. (cvtcwy HDB_HVB QfJT HDC—HVC �D HV "T" LOCK (OUTSIDE) SY W-TRICAI Hp.-CENTERMATES SYMMETRICAL_0.C.fKTER_MAI t$EmES eH1 A uMNVY �* WV.3_0_10CK_(EXTERIOR; W/ Yd' WC�(AI.IMMOR) '(2024-T3 ALLOY)LARGE FLANGE NI. SHEET HVISptI,PAar/rota. I 0-0.O7.®.�•®d As LLAKUFAC11RE0 tr Awn CNEte I �w®"®' d ®"©•© TExIOFN,PARSIPPEnY,NeW JERSEY ©•O.®d©•O•®d 0765E OR EOUAL {s' m srE Worts«Lor W c Raos®s Ko®was on snEET s ' ##unrvTWSN.na,Wc eut[©tKxMl IIoS-+w rs I vHro raa u r�mrA.Wre:irPuunoxs wIIH men p � HDD—HVD** FLOATING STACK FLORN BUWNG CODE(Non High Velocity Hurricare Zone Lu111 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY. INC. ^� .......... BERTHA HV •• /T✓� _ I L E CO NN A,S�S.A. Accordion Shutter System y��• ,GEN �' 9���-- No.441 7� - KV. RAM/1 W/OR W/o H.V.WN=V BLADE TILLIT TESTING # ENGINEERING COMPANY American Shutter Systems V• Ilnwtlott DATE ppA BY: -UP *: * ens N.W.teen.se.se..w5,vlRClmw sARSEHs.rLarKw 3.ste, Association, Inc. t OLD 17-107 STATE Pnone: (3o5)8T1-1550.Fa. :(3O5)871-15.1 4268 Westroods Orwe /2�Zo 6`�` J/2/2020 �i 1�'•, tV a-mas:tinacooaol.com West Palm Beach, FL 33407 CA-OW6719 A t DRAWING No .r` �. WALWR nUff Jr.P.E. { 20-164 %.,,10NA ���`�SEAL/SIGNATURE/DATE FLOfKCA Lk. �H167 � SHEET 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR I OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE. BLOCK WALL REQUIRED � BLOCK WALL REWIRED REOUIREO , I BLOCK WALL REQUIRED I I -EXISTING GLASS I EXISTING GLASS }I 00NC1ETE ANCHOR EXISTING GLASS - r- .._ 2•MIN 1 /E_XISTING GLASS O 10'O.C. ( ) I T -� _1._ L- , r w1 -- 7 MIN SERNMIlONt TT` F� (SEE MR.SEPARATION MN.SEPARATION SCHEDULE EOON SLEET ' 1O GASS((SEE • I MN SE1�710N En- EQ TO Gass(SEE 11 FOR BLADE OAND TO Goss(SEE SCHEDULE ON SHEET 1/16".3"MAX. �- ON SHEET 19 FOR SCHEDULE l t BLADE m SHEET 1 I1 SOEDLAE ON SHEET ---. I I FOR BLADE d)AND (6%3-T6)CONT. BIAOES m h 71 FOR 19 A /y _- it rw SAM 19 pHo (LOCATE AT® CN SHEET 19 fLXT ALl1M. CLOSER \ ___. ` 9ADE5 k el T— ETHER 510E RACES m&0 PLATE. (LOCATE 1/2• � I -- BLADES(1) EITHER ER -. AT EITHER SIDE 1/2' IN. --.� OF Q) / l 1 I / _______. ' ♦•USE t"OR 2"MAX. l T --- plo.1/z'S.M.S. I ` 1 I (AS APPUCABLE).2".1/B'.O'-z' I 1 /10.,/2•S.M.S. 0 16.O.C. z ` _ ALUMINUM CLIP ANGLE j -.._ y ® +6 o.c. �.. _ ,jl,' 4 - (�)�10.112-S.M.&AT ©I&HT \\yl µ OL - _- - (2)1/4"e TAPOONs ANCHORS To SEE DETAIL X FOq„f WALL AT ,'O.C.(LOCATE AT 5 _ SIDE CONNECTION 1:OR ®' OTHER sloE a m) '! OR ®' 1 OR (� SEE.DETAIL X FOR �J Ott �'.. 70 TRACKS SIDE CONNECTION _ v ' ®s�v©.O7 vOw-�0'•®• SIDE ON ECTION 'X FOR 4' 1 "C�'©•Owl^J-TL�J•®v w0wT.Ow(8 IO•0- 10 TRACKS , �y vr6•17.(B wV0•®' �•®"©.®w©•®v TO TRACKS �•®w©.®.©.®. END CONNECTION DETAIL 01 ENID CONNECTION DETAIls 02 END CONNECTION DETAIL(1) END CONNECTION DETAIL A •R190UNm alit FOR SPARS GREATER THNI 12'-a- CONCRETE BLOCK WALL EXISTING '�--�-- POURED CONCRETE OR EXISTING GLASS ) 4 / REQUIRED GLASS I MR SEPAWON TO CLASS(SEE .,6•�.� - -- -- - - --- MN SEPATW70N -- _ -- -- OR 1 SCHEDULE ON m cDN�E ,/z•F�L. TO MASS O(SEE ,---------- SCIEDUI.E ON BEET a SHEET re FOR ON�7 19 FOR CONCRETE AN12*CIIOR.0 -. _, (5' i1 RACES�(A - OR O ANCHOR EQ e 16• . f 1/2•MIN. 2-MIN. 1 2"MIN. - ♦ SEE LIN ATIONS OF USE FOR I + - BLADE BON SHEET 19 I (9-30R(�)OR(90R(g VIEW Y 5 - , OR ( PLAN -- DETAIL X POURED CONCRETE OR v®.6• 7 w 6 IO• O O O�'®v i OR ® O O O�'O �> ��'6� '�6 ' END INSTALLATION CONCRETE BLOCK WALL RE \ ®•®a,©' .h©•®a ®v©'�©'®v ©O ©w©Y O ®a ©O Q�© O ®� 1 HV BLADE OR 1 A HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAiI 50 ® ®-® ®-® ®-�END CONNECTION DETAIL© _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone C2020 TLIECO.INC. (02020 EASTERN METAL SUPPLY. INC._.. ERTHA HV A S S Q Accordion Shutter System No.44 6/ 1 L E C O iHc. ■ ■ ■ ■ wv &40E 1 W OR W KY.WNW&AM ' American Shutter Systems 3* * I TILLIT TESTING k ENGINEERING COMPANY Rr,N xsa�naL a1E DRAWN BY MY _ -1 7lJ? Association, Inc. t OLD 17-107 1/2/ DATE: 7/2/2020 STATEL'F .,,: z N.w 36m.St..U.,Im.vROrAt rARDENS.RORM�,16 e268 Westroads Drive IPAwo:(305)671-I WO.Fa.:(3011.11-1111 DRAWING No ORIWest Palm Beach, FL 33407 IT20-• 64 • CA_D0DH17,9 ,F.A1./SIGNATURE/DALE RarooAALxu0 44167E i SH10 SCHcDULF 91 SCHEDULE 12 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+' OR 'L-' MAXIMUM SHUTTER SPAN* "L+' ,AXIMUM SHUTTER SPAN*"L+" ( ) / OR 'L ft.) FOR INSIALIATION EGEND (ft.). FOUR INSTALLATIONS ',eL ( '.R "L-' (ft.) INSTALLATIONS ��- ec or w or® INSTALLATIONS W/2EM yy. CONCRETE g WOO (1) Lt: NAIOMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or 1�� MANSORY D POSITIVE A.SA. DESIGN PRESSURE RATING. ® k W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV Lor or L-: MAX.ALLOPUBLf SPAN FOR A GIVEN NEGATIVE CENTERMATES dt W/ ONE HV "Y' W/ NO LOCKING RODS ` OR W/ NO LOCKING WALL A, B. C, D, E, M, N, 0, P, O, A.S.D. DESIGN PRESSURE RATING LOCK® W/TW LLOCKIN RODS ®TOP h (SEE NOTES t.it)® 005 MOUNTING F, K k L R. S. 6 V. BOTTOM SEE NOTES (VALID FOR SH ►T 7) WA PROCEDURE T( DETERMINE MAXIMUM FLM SPAN FOR CONCRETE h WOOD SHEET 7) ��/ �WTING G. H. I. It. J T. U. W dt X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEAJNC: CONCRETE 3 WOOD MSTALLATIp45 CONCRETE k M A CU A.Maw w� INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, FR13S E WALL MOUNTING FLOOR/CUING rlempl[ `MALL MOUNTING F100R/CDUNG MDLWTING DETERMINE MAXIMUM SPAN t�FROM SCHEDULE. AaN19 MOIN TING MTING 81 WaK GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. &aU) FLOOR/[FLING LIOMNRNG (°'`I.1 OR DETERMINE MAXIMUM SPA! "L-"FROM SCHEDULE. (�an_) I.ON-) I•on-) FLOOR/WALL IACl NTI1C MAXIMUM SHUTTER SPAN 'L+'OR 1-"FOR L (If) l-Tro l♦ W L-(ly L+ Pq L-Ml (� L INSTALLATIONS INTO WOOD SIVLLL BE:JMJTEO TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES' 16'-0' 16'-0' 16'-0" 16'-0" 30 16'-0' 16'-0" 30 16'-0' 16'-0• 105 pat A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND -L-'. 35 IA'-10" 14'-10• 15'-2' 16'-0' 35 14'-10' 14'-10" 35 15'-2• 18'-10" 40 13'-10" 13'-1 a- 14'-2" 15'-2' 40 13'-10" 13'-Ia" 40 14'-Z" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1" 13'-4" 14'-3' 45 13'-1' 13,-1" 45 13'-4' 14'-3' t HV CORNER CENTERMATE /3 MAY BE USED AT ALL W/ FLOOR/CESINATIONSILING IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5• 12'-8" 13'-7' 50 12'-5' 12'-5' 50 12'-3' IS'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 IV-10' 11'-10' 12'-1' 12'-11" 55 11'-10" 11'-10' 55 II'-1• I1'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION 12 FOR A GWEN POSITIVE A.S.D. DESIGN PRESSURE 60 1V-4' 11'-4' IV-7' 12'-4' 60 IV-4' it'-4' 60 10'-2' 10'-11" NOTE 15,SHEET 5, RATING: 65 lo'-1o' 10'-Io" II.-1' 11.-11. 65 10'-W- 10-10- 65 W-5' W-1' DETERMINE: LI+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 50'-6' 10'-6' 10'-9' 11'-5' 70 10'-6' 10'-6' 70 8-9_ 9-4" L2+m MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10,-1" 10'-1* 10'-4" 11--1' 75 10'-1' 10'-1' 1 75 1 - 8'-9' tf EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 9'-10- 9'-l0" IO'-0" 10'-9" 8o 9'-10" 9' 1a' "L-'AND MAXIWIIM A.S.O. DESNG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' W-6" 9'-9' 10'-S" 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLACK RATING: 90 9'-3" 9'-3' 9'-5" ID'-I' 90 9'-3' 9'-3" SHALL BE LIMIED AS FOLLOWS' DETERMINE: 95 9'-0' W-9' 9'-2• 9'-10" 95 9'-0' W-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI-. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 6'-9' 8'-4' 9'-0' 9'-7' 100 8'-9' 6'-4' LIMITED TO +54,-72 p.a.l. AND 8'-0' SPAN, SEE L2-- MAX. SPAN FOR FLODR/CEILING MOUNTING • MOUNTING @ON SHEET 7. INSTALLATIONS. 105 8'-7` 7'-11' 8'-9" 9'-4" 105 W-7' 7'-11' 110 8'-4- 7'-7• 8'-7• 9'-2' 110 W-4` 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 6'-2• 7'-3' 6•-4' W-11• 115 e•-2' - 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "LI+', '12t", 'La-'AND"L2-" 120 8'-O' W-11' 8'-2' W-9' 120 8'-O" W-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10` 6'-8' 8'-a" 8'-5' 125 T'-/0' 8'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8- 6'-5` 7'-10' 8'-1' 130 7'-6' W-5' WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-7` 6'-2' 7'-9' 7'-9' 135 7-7- W-2" SPACING. SEPARATION 740 7'-5' W-11' 7'-7' 7'-G' 140 7'-5• 5'—T1' ASTM E-1996 145 7'-3• 5'-9' 7'-5' T-3' 145 7-3' s-9' TO GLASS 150 7'-2" 5'-7` 7'-4" 7'-0' 150 7'-2' 5-7' 155 7'-O' 5'-5' 7'-2' W-9' 155 7-0• 5'-5• 1 THRU 3 1" 160 6'-11" 5'-2' 7'-1' W-7` 160 6'-11' 5-2" 165 6'-10" 5'-1 7'-0' 6'-4' 165 6'-1 a- S'-1• 170 6'-9" 4'-11' 6'-11• W-2' 170 6--9' 175 W-7" 4'-9' 6'-9' 6'-0" 175 6'-7" 4'-9" ISO6'-6' -6' 6'-6' 5'_.10' 180 6' 4'-8" 1 H V B LA D E 185 8'-5' 4'-6' 6'-7' 1'-8' 185 6'-5" 4'-" _ 190 6'-4' 4'-5" 6'-6" 5'-6' 190 W-4' 4'-5' 195 6'-3" 4'-3- 6'-5" 5'-5' 195 W-3" 4'-3" 200 6'-2' 4'-2" 6'-4- 5'-3- 200 6'-2" 4'-2' 205 8'-1' 4'-1" W-3" 5--I 205 1 6'-1" 4' FLQRIDA CE(Non High Velocity Hurricane Zone 1 IM4,,� e2o20 TILTECO.INC. - 02020 EASTERN METAL SUPPLY, INC. �rCt/r'�'� _ A S S A BERTHA HVy '�Q:••'•�G Accordion Shutter System i L E C O in.- KV. BLADE#1 W1 OR W/D KV. WINDOW MADE ' ND. '1 P- ` - Amerfoan Shutter Systems / TILLIT TESTING LL ENGINEERING COMPANY LY'N D 17-10 OATS DRAWN ay.Mwv.a.a. 1k SIP Association. Inc. , OLD n-1D7 /z/zo2, aTE 7/z/2ozo 7 &AM N.V.Ja1h.SL.w.=,Ya19IA cw m rLON D,371 "07• TA1�11 F Phan,:(305)671-1530.Foe:(305X171-1531 4268 Westroods Drive 2 DRAWING No .-moil:tat—eaaaaa West POIm Beach, FL 33407 3 '10-�6� SOX:.••FC0 :'hc' CA-0006719 4 FS' ��� WALTER A nun Jr.P.E7i1,11w /SIGNATURE/DATE FLORIDA I O. 44167 a SHEET G Mk%M M ANCHOR! SQMNG (in) SCHE75111 F FOR A GIVEN MAX SHMM SPAN A c n pESIGN NEGATW PRESSIIRE RATING AND A CORRESPONDING YOLNiINC TYPE FOR CONCRETE OR CONCRETE PqRD CONS .SEE A B. - c•. 6: PdlitED CONCRETE TAPCON OR -- A WALL HEADER MOu""C' A'WALL HEMIER NDUNTNG WALL HEADER MOUNTING• D WALL SILL ti+WNnNG D WALL S61 MO11N11NC • ,WALL HEADER/SiL TAPCON WITH ADVANCED W Ig W/14 ® W/12 W/14 MOUNTING THREADFORM TECHNOLOGY RjASA O NErWK PPMK RVM,r.50.6E M NEGOac PMMK R85=L'ASS.613101 NB4IDIE MNS- ,•.., +V r C15091 fftVK 1 N3W Rea= M S0.tt3791 MD391E RaSUA[Re11C ►SD CD111BAa[wFmsF IASaC((.` ALL POINTS SOLID-SET 30 40 60 75 i 00 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75,90 120 160 205 30 40 60 75•90 120 160 205 30 40 60 75 90 120 160 200 30140100 75 90 120 160 205 BLUE TAP 14 12 10 9 i s 6 6 14 12 10 9 a e 6 14 12 10 9 8 a 6 6 14 12 10 9 8 0 - 14 1 10 9 e e a 8 5.' -_ TAPPER+ 3•-D' 14:12�98 6 6 14 12,10 9 a a 6 6 14'12'10'9 5 8 6 6 14"i2'10'9 8 0 6 6 14'12'10'9'8 D e e 88' 8 6' 8 6 a e - u'12 'a 's 1+ 12 10 9 a 'a 'e a ,♦ a 10;9 e e e 'e 14 1210' 9 '8 8 e '3 14'12'10'9'8 '6 '66 e' 8' e ' 5 88 6'5.5 1411e6 14 12 10 9 e `.a'6e 141210 9 8 e 6 5 11 12'10 9 e' 8 8 '- 1{'1E 10'9'6 8 ''6'a e' s' e' s' a 8 S 7 14 1xi4 14 12 10 9 8 1 u tb D 0'1 a / 14 12 10 1! � - - 10 9 8 7 65= a e a • �'sS 4 D� 14 13 • 4 1412 10 f8 �a a a 1{ 1= 1096 e8a 14'lI 109 a e 5b'- 1� 1l10 9 6 a a a 14 12 10 9 a•8 43 - 14'12 10 9 8 a a 4 /1 u 10'9 6 e 5 6 14 12 10 9 8 a - - 14 12 10'9 a a'6 - 6 a' 14 13 f0 9 0 a 6 4 14 13 10'9 a a 6 8 14 12 10 9 '_8 0 8 6 14112'10 f e s - - t4 12 10 e 1 0 a e e a a a a a 7�55 14 12 109 6 6 43 - 1412 10 9 8 s e 3b 14 12 f0 9 6 0!5 14 IT ,0 9`7b�- ^- - 11 210 9 73a3 - - 8 as-4-3- I_Si?p-:::1 14 1I IO 9 e 6 ID - ++ 12 10 9 e 8 6 I 11 12'10 9 B a 6 6 u'1z ,0 9 e 7 - - 14'it'10 9 '6 's a - a a e e e s e a4 i210 9 6u - - 14 12 10 9 6 8 431- 14 12 109 8 a 6 5 1412 10 9 8 3 - - 141'u�109 a 7 - - D� 8 8 esi7 5 4 1412'10 9 8I6 4 - t4 12 10 2 8 8 a ]3 /4 12 10 9 e e 6 6 1412 10 0 a - - ,4 12'100 a 7.5 - aa 8 6 ■ ,7.55.54 14 1210 9 I"I31- 1/ 12 -10 Y811 43 - 14 12 loY8 a a 6 14 2 Y31si -� !4 12 03 73 1 3a - - ! e a 7.a�045 3A5 14 12'10 9 8 as - - 1+ 12 10 9 8'6 4.5 14 12 I D 9 8 e 6 14 12 10 0 a 4 - - 1{ 12'10'9 6 8 f - a' 8 e a; e;a 8 )b 6•-0' 11',2'10 9 •I3 - - ,+ ,2 t0 . 8 6 - - is ,z ,09 • 'e tea:3S 1! 12'IO'9 4b - - - 14;1210 9 734 - - a a a a 7353 4 3 14 12 10 9 a 5 - 1{ 12 10 9 1 a ♦ - t4'12 f0'1 a 1f�� SS 14"12 ''9 5 - - - 14 12"10'9 8 '4.5 - e' 81a'8'a' e'43'- 14 12 f0 9 a 4-- - 14`12 10 9 _s 63 !--- 14 17'10 /2'e''CS - - - - 14 12 8 63 SS -- - e s 8 "3 U ] 7,�. N 12-10 9 6 4 - - U 12 10'f e 63'3 '- 14'12 10 9 6 a e - 14'12 /0'f a - - - 14'12'10 ! 5 7 6'a a' 8 6'75' e 14 12 10 9 '4.5 - - 14 12'10 4 - 14 12 10 9 8 7 4 14 12 10 5-5 - ,4'12.10'S '66'- - 8' 0 8 0-eb'5 3.5'14'12 10 9 7.53.75 - 14 12'70 9 e 6 14 12 10 9 8 8 6 14 12 10 0 - - 14 12"10'aS'7 - - - e' eaa7 s 4 to 12 10 9 53 3 - - 11 12 10 B!-ab, - 14 12 10 9 '6 E - 14 11 7 - - - - 14 7f 7 SS 3.5 - - 8 a 7 3.5 4b - - --------- 8•-0• 1{'tz"f0 9 s.s - - - 14 12'10'9 e 4b"- - 14 12 10'9 8 6 - - 14 12 10 7 4 - - 14 12,10 1 9 8 3 - - a' a a'a e 73 7 r { ♦SEE UM'TONS OF USE FOR 14'12 10 5.5'3 - 14 12 10'9'8 - 14 12 tO 9 9 53 - - 14 t2 ab 3 - 11 11'6.3 7 4 a a' 6'7'65 4' 3 �DI.ADE®ON SHEET 19 ' 14 12 10 0 3 - - - 14 12 10 9 8 4 - - 14 12 10 9 8 e - - 14iu19: - - - - 14 12'aS"74 43'- - - 8 8' 0 `7.5 6 4.5 - - f1 12 10 65 4.5 - - - 11 12 10 9 73 - - - 14 12 10 9 8 - - - i]:03 4 - - - - 13 9.8 6.5 8 - - 6 IS 6 T 3�-~- 9•-O, 1412 10 63 4 - - - 14 12 10 1 7b - - - 14 12 10 9 8 - - - 14 12 10 5 - _ - 14 12'16 If 5.5 - S'0 8'41 8 8.6�0'-3 14 12 63'{ - - 14 12 10 f 4.5 - - 14 12 10 9 7.3 - - 14 11.5 4.5 - - - - 14 11.5 7.5 5 - - - • a 73 0 5 ♦ - 11'12 t0'6 4 - 14 12 100 7 _ - 14 12 10 9 5 - - - 14 12 5 - - - - - 14 12 9 as - - - - a' 8' 8 eA'5a'4' - 11 12 63 a 33 - - 14 12 10 9 63 - - - 14 12 10 9 a 8.5 - - - - - - lb a3�a5 -- - - - 0 e 53 43 - - - f 14 12 9.5 5 33 - - - 14 12 10 9 53 - - 14'12 10'1 a - - - 14 12 7 - - - - 14:12�10'73 5 - - _ 6 6 8' 0'a 7.5 4.5 ' 14 12 6b 3 - - - - 14 12 10 1 ] - 14 12 10 9 5 - 14 10-5 3 14'10.5' 7 -3.5 - - 9' 8 7 55 4,5 3b - ' - 14 12 9 43 3 - - - 14 12 10 9 5 - - - 14 12 10 0 8 - - 14 1/ - - - - 14 117.5 - - - - - 8 9 735 e 6 - - - 14 12 7 - 14 12 10 - - - 14-12 1D - - - 0.5' 8 - -- '-5 a 5 - - - - e 8 5 4 3.5 - - - 14 ,2 7 - - 14 12 10 - - - - 14-'12.10 - - - - 5 - - - - - 14'12.10 - - - - - 6' 0' 8 8 e 7 3.5. - 11'-0 14�12 4 _ _ _ _ _ 14 ,2 10 - - - 1412'10 _ _ _ _ _ _ _ _ _ _ _ 23,6.5i 6 - _ _ _ _ 6 5 6 S 4 3 _ _ Ys 12 a5'- - -_' •- 14'12'1oY ..-,-. ,4 a 10 - - - - _ - - - - - - - 14'10' 7 •- - - - - 8 a 7 5A_�3 - - - $ 55`- - - - - 14 I2 10 - - - - - 14 12 10 = - - - - - - - - - - �» 7 33 - - - - - e 7 43 33 3 - - 12•- 14 12 10 - - - - - 14 12 10 - - - - 4•-'- - - - '4'12'10 - - - - - a' a a ' e' a a'3 - 11 12 ] '-•-'-'- - 14'12' e - - - - - 14'12 10 - _ _ - _ _ _ _ _ •3 L5 4 _ _ _ _ _ 8 5 5.3 43 4 1 A 14 12 5 '- - 14 t2 10'- - - - - 14 t2 10 - - - - - - - - - -b'9b 45'- - - - - a a • a 4__ - - .1.' HV BLADE OR 1 HV BLADE 14 1q'-"-- `- = 14 u - - 14 1z = _ = - - - - • a - - - - - - a &3 4.5 3.5 a - - ,L�� 14'12 - - - - - 14 12 - - - - - - 14 12 - - - - - - - - - - - `4.12 - e' e s e 43r - - W/ 1Ai HV WINDOW BLADE 13'-0 14 10 - - 14 12 - - 14 12 - - - - - - .S 8 - - - 0 0 5 4 3.5 - - 14 12 - - - - - '- 14 12 - - - - - - 14 12 - - - - - - - - - - - - - .5'8.5 - - - - - - 8-- 8 5.5 4.5 - - - - 14 12 - - - - -+- 14.12 - - - - - - 14 12 - - - - - - - - - - = 6 a'- - - - - - aa'4-' 3 - - - - WORKING IN UNISON 14._0' i4 12'- - - /4 12 - - - - - 14 12'- - - _ - 14 9 - - - - - - 14 12 - - - - - - a a 8_ e 7.5 4 - - 11 7 - - - - - - ,4 12-- - - - - - 14 12 - - - - - 10'4 - - - - - - 10'73'- '- - - - - 6'73 5 4' 3 - 14-113 - - - - -1- 14'12 - _ - - - - 1412-- - - - - - _ 4 - - - - - - a -- - - - - - ea 5 4 - - - - +^_ -'_ 14 _ _ _ _ _ _ _ 14 _ _ _ 14 _ _ _ _ _ _ "_ _ _ _ _ _ _ 7.5 _ _ _ _ _ _ _ 73 a5 3,5 3 _ t$•-D 14 - - - - - - 14 - - - - - - - 14 - - - - - - - 11 - - - - - - - 1 4 - - - - - - - e a a 1 7 3.5. 3 - - 14 - - 14 - - 14 - - 9 - - - 9 - - - - - - 6 7 43 33 3 - _ _ _ _ 14 _ - 14' _ _ 10 IO'_ _ _ _ _ _ a 73 5' 4 _ 71 - - - 114 - - - - - - 7 - - - 7 7 53 3.3 Fw- O� t4 _ _ - _ _ _ - 14 _ _ _ _ _ _ 14 _ - _1_ - - - 14 - 14'_ _ _ _ _ - _ 9'8' a 731 6 3 - 14 - - - - - - - 14 - - - - - - - 14 - - _ _ _ _- - - - 6 - 8 � - - - 5 6.5 4 '3.6; - - 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4,5•_ _ _ _ _ _ _ 5 7'43' - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone IV �7 02WO R7EC0.NC. .02020 EASTERN MEEAL SUPPLY•INC__ f, BERTHA HV Jr,EN; ��' A S Accordion Shutter System Z . ■ . . KV. K ADE#1 W/OR W/O KV.WNDOW R" No.441 7 American Shutter Systems - - *; * ':*�� TILUT TESTING R ENGINEERING COMPANY Y ocsa9lP,IOM _ oA7E o19Awx er: Nr Association, Inc. 1 cLD 7-I07 '/2/2026 SALE: 7/2/2020 3W MEM9= SM RX h.St..9 305,YPPRA GO .ROR06 331 --- Z'0•'. STATE' ;��': Phan.:(305)871-1530 .F...(305)871-1531 4268 Westroads Drive 2 DRAWING No !9OFF F�OR1• =•��'�� '-ustioo�ic West Palm Beach, FL 33407 3 wMTER A OMIT Jr.P.E. 20r 64 ��'''+i�pS�ONAI •••`� FLORIDA uc f N167 a SHEET 7p 41 SfAt/SIGNATURE/DATE 9 12 OF 20 SPECIFICATIONS ON ANCHOR REQUIREMENTS.POURED CONCRETE OR CONCRETE It-=SUBSTRATES (SEE MDMNTNOS E.G.k H ON SHEETS e t 7) 1.ANCHORS 70 SIIBSfRATE SHALE BE AS FOLLOWS: P010FO oomom yGm•A7E ROOK ►a•Im OJildl7[ (A) TO EXISTING POURED CONCRETE:(Min. rc -3 kei) E WALL SILL MOUNTING C CEILING MOUNTING H FLOOR MOUNTING - I/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS EEWUFACTUREp BY I.T.W. BUILDEX.(Min.rc - 3 k01) - 1/4•0•3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY.(Min. rt - 3 lu1) 17fE951R PA9c;,; S:0L901 P1iRUli I1a910 SA NEfAfaE F193T10E 91TIc':.a. - 1/4"0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,NC.(Min.rc - 2 k0i) 140180 75 90 120 160 2 30 40 60 75 90 120.160 205 30 40 60 75 90 120 160 205 T�� - 1/4�0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT.INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT h SPECIALTY COMPANY OR ANY TAP00H WIHI 11DWINCm OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. (Min. f'c - 3 k.) 8 6 _' 14 12 10 9 8 8 6 6 14 12 10 • TH WA0FORM TFf,M10EOGY •Y-O- li 12 10 9 a 6 6 8 14 12 10 9 6 8 6 5 14 12 10 9 a 1 a'a a ALL PAS�-SET NOTES: an Lw11 It * 9 6 a a 6 f4 12 10•9 e 8 6 8 14•12 10 9 t • 6 dOE TAP W 121P - Ai) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON DR TAPCON WOH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 fT 6 a 7 14 12 10 f e a 6 e 11'12'10 9 a t t - ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 1• 12 10 • 7 53 '• 14 12 10 9 e 8 6--a 1{ 12 10 9 e • TAPPER+ 4••-0� 14 12 10'ta • e is 12 10 9 a 6 6 6 14 12'10 9 6 8 )B Sb A2)MINIMUM EMBEDMENT OF 1/4"0 z 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/6"NTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 t • t '411 12 10 1 a a 6 4.5 11 12 f0 9 6 6 4+33 INTO SNCCO SHALL fE PERWT7FD. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12':10 • t B M 14 12 10 9 -e e e 53 1{ 12 10 9 a a� Imo• 8 • 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10'1 ITS BS - 1 12 10 9 6 a 6 5 14 12 10 9�6 7 S.S 4. dWY1t,1{�1ap1�y�1f 5•-0. 14•12'10 9 6 8 8 a 14 12 10 9 6 8 1 6 S8 14 12 10 a a a B 43 V A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS DR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 6 7 ♦ - 14 12 10 9 6 e3 a 133 14 12 10 8 83 5 -.•S'3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 a '73 a - 14 12 10 9 6 B t 4.514 12 10 9 8 6 a3'3'• NOTES A7)k A.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT META STUDS CONSULT THIS ENGINEER.FOR 14 12�9.5 7.5 R3 43 11 t2 10 9 6 73 4 11 12 10 0 E-'8 4.5 ]' INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, 0'-0- 14'12 10 9 a a 6 - 14 12 10 9 8 9 t 5 14 12 10 9 a 6.5 5 33 B TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14'12 10 0 73 9.8 3 - 14 12 10 8.5 7 5.5 4 3 14 12 668:3.64 3 - () 14 12 10 f a t N 12 10 9 8 0.5_5_3.75 14_12 S ab'a'S 4 - - 1/4Y TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 8Y I.T.W.BUIIDF](. 14 1Y 8 e3 a3 8 - - 14 12 10 9 a-6.5 i3 33 t- 1i'10• 7 6 •` 3 - 1/4'0 v 3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL PONDS SCREW. BOLT @ SPECIALTY COMPANY. 11 12'10'9 a 6 - - 14 12'10 1 6 7 5 1 14 12'10 9 73 SS 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. T•-� 14 12 10 8 db'4 - 11 12 9 73 a 4.6 3.3 - 11 103 7 'a3•{b'.1.5 - - - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT R SPECIALTY COMPANY OR ANY 14•12 10 83 7 4 - Il 12• 9 0 73'a3 1 - 11 0. 9 7 73 a - - OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. 14 Il T 53 4.6 - - - 14 l2 40 l_ S8 t - 14 }2 9 T a {.S' 3 _ NOGG: 0'-0• 14 12'IQ 9 8 e3 - - 14'12 10 9 '6 6 4 _ 14'12 10 8 63 5 >bt ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 8.3 7 53 3 - - 14 12_8 SS 1S 4 3 3j1� a 3 4 3 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 14'12 9.5 73 6 - - - 14.12 93 ■ 'a3'1 - - 11�1!'• 1 6 'f3 13 93 0 5 15 - - - 14 12 10 • a3 S - - 14 12(8+6.5 3 • - - 9.2)MINIMUM EMBEDMENT OF 1/4"0:3/4'ALL POINTS SOLID-SET ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BOCK.NO 9.�. 14 12 10 9 a - - 14•12*10 f 7b 4b - - 14 12 a.3 7 58 4 - - EMBEDMENT INTOSTUCCO SHALL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STIICCD 11'11.5 73 8 4 - - - 14'11' 7 56 3 53 - 11 a 63 4.5 3.5 - - - EXIST,AND I'MINIMUM FOR WAYS WITH NO SNCCO. 14'12 8 /3 •3 - '4 12 &5 7 &5 4 - - 14 10.5 7 S5 6 45 - r5&a 33'4 - - - - 14 12 9 1 8 /b - - 14 11 7 5b t3t3 ].S- - B.3)IN CASE THAT PRECAST STONE.PRECAST COINCREIE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 • 7.5 - 14 12 f0'8 14 12 8 5 S 4 - - ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL THIS AS INDICATED ON 10'-0• 14'10S 7 a'3.3 - - - 13 9.5 a.3 5 '4 3 - - 10 73 3 4 3 - - - NOTES B.1) 8 8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WM40UT METAL STUDS CONSULT THIS ENGINEER. 14'11'73 5.5 - - - - 14 11.5 9 6 3 •2.5 95 6 S 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. Ob 8 S - - - - - 11 12 6 6.5 6.5 4_- - IS 10 6.3 S 4 S - 11' 14 12 S - - - - - 14 12 t 7 6 1.3 - - 13 /0.3 7 SS 43 ]3 - - (C) ANCHORS SHALE BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 25 93 5 - - - - - 12 t 6 43 4 3 - - 9 7 4.5 3.5 S - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 10 7 - 14 10.5 7 5.3 4.5 - - 13 e3 5Z 4.5 3.75 - - - 93 7-4.5 - _ _ _ _ 14 113 73 6 3 - - - 12 9 6 43 4 - -____ 14 12 10•- - - - 14 12 6 'f.5 LIS - - - 13 10 &S 5 4 - - - EDGE_D1S'aNCE VERSUS SPACING.SCHEDULE FOR ANCHORS: 72' 1.5 0.54b - - 11 8 5.5 4 33 - a 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW FOR E. D LESS TIVN THE INDICATED.REDUCE ANCHOR SPAC NC 33 93_6 _ - - - - 13 s'�63 _S ♦ - - - 03 0 5 4 - - -_- BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY 7 E FOLLOWING FACTORS. 9 85 - - 1{ 7 SS w5 - it 8.5 53 IS 33 --- - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MNIMUM SPACING INDICATED FOR FACN ANCHOR TYPE. 14 12 - - - - - - 14 11.5`73 a S - - - 12 9 0 43'4 - CTLiAL FACTOR 10.5 a - - - - - - 107.5 5 4' 3 - - - 7.3 5.5 4 3 - - - - EOCE TAPCON----I TAPCON WITH ADVANCED .ALL POINT SOIb SET bJ1E TAP W/CAP.---- TAPPER+ us es - '- - - - - 12'9 6 43 4 - - 93 7_ 5 4 -_-__ THREADFORM TECHNOLOGY _h►A! SPACNG -- e _ _ 13 9.5 as 5 _ _ _ p.5 73.5 4 - - H BLADE OR ED. MIN SPACING-3' _ �.-� G-3, 3 3/4' 4' 14 12 _ _ _ _ _ _ 14 IQS ) 5.3 _ _ _ _ 11 0.5 5.5 1.5 --�-- .4 NC SPACING _ -_ _. _-` V DtCf NN.SPACING J MN. -3 1/2' ... 14-0. 10 12 - 9 Y {.S u - - - - 7 S 3.5 . - - - 1. HV-_BE.J4DE W� ul� e'POA m LO[3EIE CII 3&w RM j gkz-� DONATED NbNCREIE a FaM�]E�TOp�TE BLOCK '1.S 6 - - - - - - 9 8 4.3 13 - - - t 63 43 - - - - - 1l�HV WINDOW CONCREoHr �MHEIl•31/Y WEM-21/Y MIL En 3 W WE EA-Jr Rax 1eLEa•31/7.MIEE.0.•:1JY - - 9.5 7 13 - - - - - E,, 1.0 0.90 1A 0.76 1.0 OA4 1.0 1{ - - - - - - - - 10 6.6 _ _ - _ _ 0.5 a a - - -,- - BLADE WORKING a.e, - - i - 0.67 1.0 15,-0. p - - - - - - -5)&5 4 - - - - eb s 3 - - �•I I - - lo ad64 - -_4_7UNISON ` - 0.71 - ( - 0.51- 3SSS96345 0.43 16-0. 14 - - - - - - �5*:.5 5 - - 10 73 3 - - - - 0.35 - -"__ - - 0,35 - D - - - - - - - 3 0 4 - - 6 .43 ] ' 'a ' flORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 111 dlyA 02p20 TIUECO.INC. - ®2020 EASTERN METAL SUPPLY, INC.^ .��� o ------ BERTHA HV , ,. ...... �cE Eli*:�9's� S Accordion Shutter System -.�... �TE�_ON-, . s R t RV. BLADE W�OR WHO FiV. VM�OMT BLADE No.44 167 American Shutter Systems - " -` �� TILUT TESTING !e ENGINEERING COMPANY y CV.N4 DESLKIPITON DATE OMWN BY: Y.P ssociation. Inc. , olo n-,oi /z/zoz DATE: 7/2 zozo` STATE F l 63ss N.W.N.w.36m.51.,s..xi+.v RCNM cAmENs.rLow r Ss1 -A•' , ,' Phor4 (305)871-1530.Fox:(3C5)871-1531 t26b v;e;(roada Drive a _. DRAWING No -9•• a .il:BR.m•Pol.- West Polr- Heoch, FL 3W7 3 _ %,Dc'•.,F�0R1 P �� CA-0006719 - 20-164 Fsn%..... ••'' WALTER A TILLIT k.RE 1 -.._. I'll;V 0NA �Gr6-d1E' ------ FLORIDA uc /N767 • --- SHEET 111N111 ( .IEAL/SIGNATURE/DATE s F 20 I W1fe/W A�,E`�s CWf`.11r R -1 NYC FOR A CJ11E771 YAY. 91lIRFR SPAN. __ _ _____ - _______ _- 1n 1101■a610S G A K AL ON 10W 7) MIND .. •R, 00K- Q)wmaLw mmm NC IgIsup1 mKwrN6 Q)mu~own uxwn o (�� TAPCON OR 6MLN, ICE Mi 10 LK lsm MONK 1MINE■o 6d AM MIM NNW llsR MY 6d L&L MIDI t®61E PMMIK Met W TAP00N WITH ADVANCED ' M 40 i p 76.90'120 160 2M M 40 aD 75 WIN'1M! JO,40.M 73 00 I20-160, b 40,M+iS';0020,mm TI1fiFA0F'ORY TECHNOLOf'Y32 � li 3'-O' 14'n'to's •.■ e `■ a u'Isiu'fi'n'n'u 7 77717 177 '7 s :s12 7 AS 5 4sla 's ,a `6 .6 .BLUE T-SEi i ;g /4 AP :12:f0••it ■ '/ { 122'1l:12'12;•.aa:6 'a '43 7 :7 '7 '7 '7 .7 '7 'Lb a 'b 'S a 'b •6 �■ 'S --- - /1 /Z 10•i ■ '� '■'6 / 1'72 12 10'73'a 7 '7 '7 '7 '7 7 .7 '7 tl '6 0 's 'a 5 .6 b t.. TAPPER+ 1♦ 12 10 • 1 12.12.n 12 nta uu S 1 7 T - 4 ■ a • s a • •- ---------- 14.12'10-■ .t '/ { ■ n•n.1l I2'n9A•7 �MI 7 '7 .7 .7 .7 '77 T 6 '6 4'-� 14 12'ta ■ ■ ■ 'a 6 ti n•8:a3'a 6 •4.5-35 7 7 7 '7 ;7 '7 'a3'5 5 'S 6 a 9 ' /4 12110 1 -t / ■ / 12,N_12 12 10;73'aa•4 7 �7 7 '7 .7 '7 '7 A5 S '6 'a 'S 6 - - 14 12•10 ■ a ■ 1 1! 11 • 7 a 4 7 7 7 ^5.t�''4 3 6 6 3 6 0.4 J 5'-0. 14 12't0;■ a 'e_'a 1 12'12 12'/2'10'73'a3.4 7 7 '7 '7 1 7 '7 '7 S 'b 's 'b 5 a a 9 _- 14•12 f0 9 a / a a 12'n S373 ■ 43'33'- 7 7 '7 7 '1 '7 '3 *33 S 'b S S 's f -S '4 rO SEE ANCHOR ' /1.12 tO e_9 6 9 e 12'12'12'a3'6 4 .43'- T 7 .7 7 'T 7 '6S • 66 'S 's 'S 'a '6 '4 14 12 10 f 1, 7 SPECIFIGTIONS 14 12 10 9 'e 6 '6 ■ n n /2-f0 6 a 43 ss 7 7 7 '7 '7 '7 7 7 1 ■ '6 5 0 S '6 '6 ON SHEET 13 6•-O' 14 12 10 9 ■ 6.6 { 12 12'1 6 '5 4 3 ' 7 7 7 '7 7 " 4 6 S 0 3 6 6 4 '3 ----- _ 14 12 10 1 1 '■_ 6 _■ 11'12'ro s 'u a ':.Tb"- 1 7 '.7 '7 7 a 43'- 0 S 'b s 9 a .4.5 - 14 17 I f 6 a 12 12 70 6a 5 38- 7• 7 7 sd. • - - a a 4 5 6 t 3 - 7'-O' 14'12 l0 a ■ ■ 9 • n 12 12 ■A 7 0 4 3 7 7 7 '7 7 7 7 a 5 'S �3 'S 'S '9 'a 'S 14'n'10 9 '6 / 6 6 n Is'MI 548'3 - 7 7 7 7 "3 3 3 - 6 6 S 5 5 6 '33 J 14'12'm 9 a 8 6 '■ n't:"6s 1 "7 .1 7 7 s - - s a •s s .5 3 4 '- 0 VALID ONLY FOR UP To +70, -75 14 12 10 6 s i-a _ u u ■1 7 33 4 3 - 7 7 i 6 s 3 - - a .a a 5 4A 3a - - PSF A.S.O DESIGN PRESSURE 8'-O' 14 1:'f0 9 ■ "■ '6 - 11 12`O1'73 6 '43 35 - 7 '7 7 '7 *7 '7 '7 • s a 5 a 'b 'e 6 5 RATING a: FOR SPANS PER 14 12'to'! e 'e 6 '- 12 9 _'6 41.4 3 '- 7 7 7 '7 �•A'4 '- - 3 5 s 4 's 1 J '- SCHEDULE /3, SHEET 11 14 12.109 ■ ■ a - n't1 73 6 6 .36'- - 7 7 7 71�/ 41•- 14 12 10 9!.t - - 1 7A �' ! -_- 7 77 e S 4 - 9-0' 14 13 fo t a 5 - - 12 12 93 e3 MI 4 3 - 1 7 7 7 7 7 :6 3 S S S S 8 b 5 ■ 14*12'10'a '• 6 - - 63 t 5 4 31 - - 1 7 7 9 S 3L5 5 3 'S a S 4 "3 - 14 12 r10 9 *6 ■ - - /! 10'LS a4A - - _ 7 7 7 as •` - - - 5 6 a b 'a 4�__ - N 12 to 9 ■ ■ - - 12 7 SS 1D >a - - 1 7 S3'41 •- - - - a E b 4A 3. - - - 10'- 14 12 10 9 6 t - - n it 6.6'■ S SS - - 7 7 7 7' 7 4A - 5 3 S 9 .a e 5 4A 14 12 10 9 • a - - e3'7 '43'33"3 - 7 7 763•+A - - - 5 •b a 5 43 33 - 14 22 10 9 .6 a - 12'e a '6 4 '- - - 7 7 7 6 S - - - 1 -S 0 43 6 - - .�" /4 14 10 9 ■ t - - n u 6 s 4'7 - - 7 7 S 4 J - - - b 5 S 4 33 - - t % 12'f0•a ;a :■•- - n,19 7 "s3 as-ss _ - 7 7 7 ;7 7 7 ss - b 1 -S S s 'S "S 4 14 12 10 9 . ■ - 115'L6' 3 - - 7 .7 .a , 4 - - 5 6 5 5:4 3 1 HV BLADE ONLY 74 12 fo'9 _a 6 - - 11 L5 4'■ a3 4 - - - - 7 7 7 'tl s 43 - __- a a S s-{.6'- - - tt/2 10 1 t'_ - _ 1 43 3.S_ __ _ 7 :• •• - _ _ - 5 41 33 3 _ _ - - 14 12 t0'f e - _ - 12'03 La 6 4 3-^- 7 '7 "7 7 7 '6 3 '- 5 9 5 a '5 5 4A'39 /i 12 10 9 e - - a a • 3 - - 7 7 a3 4A a - - - 5 S 9 43'4 3 14 12 10 9 / - 10 7! S4 - - - - 7 7 { '6 - - - - 5 'a 5 a '4 - .- fi _m a ■ - - - Ls ■ 9 4 3s - - - 7 as s5-• - - - - s s s.a 3s s •- - - 13'-0 1A'as"■ 43 33 3 - - 7 7 7 7 7 43 - = 6 's 'S a 'a a 4A33 14'72 10 9 ■ ' 7 'A5 33'3 - - 7 7 5 4 3 - - 5 5 9 4 3 - - - 14 1!�t0'9 6 - - - t 7 4A .73 - - - - 7 7 53 43 - - - 5 5 9 43 ♦ - - - t1 1! 70 0-- - - - 10 5 4 - - - 1 _s 4 3'_- - - S a 4 3 - - - 14'-0 t4'12,10 1 - - 03 ■ 3.6 4 33 - - - 7 7 7 1 7 4 - - 5 a 5 5 'a 5 4 3 N '12 10 9 _ L5,5 3 7 7 'a '36 - - 8 5 S 4 - _ - _ 14 12 10 9_-- 'as 4 - - _ _ - 7 7 S 4 '- _ _ - 0 11 5 4 _ _ U 13 10:-- _ _ _ _ _ _ 7 3 _ - 5'-0 14 1IS 10 - '73 5 '4 '3y- - - 7 7 .7 7 '7 ;3A - 5 .a 5 6 5 '5 .4 '3 14'12'10 - - 6 43 3 7 7'4A'] a 5 43 32, _ _ _ - __ 14'12'10 - 6 ■ '4 .- - - _ - 7 7'5-- - - - - 5 'e 0 •4 _ _ - 14'1! 10 - - - - - 93 7 43 33 1 - - - 7 7 .7 7 •e .3 - '-Is'b 'S •b 6 '43 ]3 5'-O.74'Il't0-- - - - - ■. 43 3 '- - - - - 7 .0.4 - - N'72 19 73'La 7 7 41•- - - - - 0 5 42'- '- - - - FLOMBUIMCODE Non High Velocity Hurricane Zone - - tcEw.a6: 0"M EASTERN YErx swmy.iw- • I 92030 RTHA f- �CEN'4r�'9S S A Accordion Shutter System F �ML �qo M e. s KV.aAUE/1 w/OR web Kv.VOWN elACE No.44 7 = " Am1•rloan Shutter Sraforns ,. alxe9n151I /9fE 6en111 W. ilY TItLT TESTING t ENWNEERMG C011PANY ♦��� 7 2ozo :-, e;el' •^^ 6.M O.S.3WL I.1Y.39%WORM 80100,nQMM 331. MiW1a�o d Imo. 2 OLD 17-107 6A1B p: STATE F P6ae4:(30s)57r-13M.ra:(305)671-1331 42t38 We6troods Drive : OPAWING No 0* '�toRr �a`� '-'"°171-0eMtl°'°°!'°`°„ West Polm Beach, FE 33a07 ` 20-1 64 4�FSS•.. a9LTM A 16uT 41.PE 6 _ - SHEET ��•�SFAL/SIGNATURE/DATE "ORM LW-j 44167 6 14 �l MAXIMUM A.S.D. DESIGN PRESSURE RATING (ps-i.) AND CORRESPONDING MAXIMUM ANCHOR SP-40NG 00.1 SCHEDULE FOR A MEN MAX, SHUITFR SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SET MOUNRNGS ON 9 9M 16& 17). L_.J B !EE;T F4 AT E= SOUTHERN PINE No. 2 W/MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 112' MIN. CDX 2 W/MIN.G-0.55,SCXJTHEP-.*PINE No. SPRUCE FIR NORTH SPRUCE FIR SOUTH DOUGLAS FIR W/MIN. G-0.50 W/ MIN. G-0.43 W/ MIN. G-0.36 PLY1M00D p�p�GLAS YR MN. G-0.50 W/ W/ MIN. G-0.43 W MIN. G=0.36 wm(to WALL MOUNTINGS CEILING MOLNt T WALL MDUNITINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUINTINGS 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 Htn olol R1HR 111s 4A.s3 HI101�HW991L rc yq ••.fow H1H911W 6taE H1H1c 9� m 6sa IEGWA N1S!H14K{p) :m H�6®E H1111c YA m tm H1DCM Rts/E IteG WI �.1®IQnE�1E omc p0 ®ol 1191E t1®AL 1ec 6 •:.1®1®WF nleeo[hoc IM1 1197119t9[11mllEs(dl 30 40 60 75 90-D5 30 40 60 75 90'05 30 40.60 75 90 '05 30 40 60 75 90 -05 30 40'60 75 '90 '05 30 40 60.75 90 -05 30 40 6075.90;'OS 30 40 60 75 90'Cl :_ 40.0075 90'05 30 40 6075.90-05 •'-5'OR 12 10 10 9 8 8 6 fi _ 6 6 6 6 12 10.10 9 98 6 6 6,6 6 6 12 10'10 9 8 8 6 6 6.6 6 6 6 5 4 4 �4 3 12 12 12 12.12'1: 1. 112 12 12 12 12 12 12 12 12 12 12 4'-W 12 10 10 9 8 8 6 6 6.6 6 6 12 10 1 110.9 8 8 6 6 6 6 6 6 12:10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 :4 3 12 12 12 12 12 1: 1: 712.12 12 12 12 12 12'12'12:12'12 5'--0' 12 to 10 9 6 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 '6 6 6 6 5 12 10 10 9 B 7 6 6 6:6 6 5 6 .5 4 4 4 3 12 12 12 12 12 1: 12 't 12 12 12 12 12.12.12.12"0 r-0' 121010.9863666fii54.51210:109 •856 •66r.554.5121010963.566 fi6 _54.56544 -3.5 - 12121212121: 121212121212.12:1211210'AS T-W 12 10 10 9�s5'4 6 6 fi:`.5 4.5 4 12 10 10 9 5.3 8 _8 8 5 4 3.5 12 10 10.1 •3.5 - 6 •6 6 5 4 '3-5 6 _5 4�4 - 12 12 12 12 12 1: 12.12 12 12•10. t2'12.12'OSBA,7.5 r-C 12 i10 10*7.5 t4.5:3 6 6 6 5 4 3-5 12 10.10'6 3.5 - 6 6 5:'.5 3.5 1 12 10.10 4 - - 5 6 5-+.5 35 3 8 5 4 - - 12 12 12 12 12 1: '12 12'12 11 93 12 12 1.5 9 7363 r-W 12.10 10 5 73 - 6 6 5.5�.5 3.5 3 12 10 9:4 - - 6 6 4.5 4 3 3 12 10 4.3 - - 6 6 4.5♦ 3 3 6 5 35- - - 12 12 12'12 12'IC•'. 12.12'11.59.3 a5 12 12 f0 8 TlS 5.5 10'-W 12 10 73 4 - - 6 6 5 4 _3 -- 12 10_ 6 3 - 6 _6 4 .S 3 - 12 10 3 - - - p 5 6 4 _5 1 - 5 •5 - - - - 12 12 12 12 -1.5 V.- 12�12 .U.•&5 75 12 12 2 7 6 3 11'-O' 12.10 53-•- - 6 .6 .45- - - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 8 5 - - - - 12 12 12 12 10 &' '12*12:6.3 8 7 12*12 8 6.S 15.5 43 IY-W 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 35- - - 8 .5 - - - - 12 12 12�1.59.5 [ '•-:2 11.83 7 8 12'1.57.5 6 5 4 13'-W 12 10 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - _ 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10. 8.5 7. '2.10 6 621 12 �0.5 7 5-5 4.5 4 14'-0' 12•10 - - - - 633 - - - - 127 - - - - .54.5 - - - - 127 - - F54.5 - - - - 6 _3 - - - - 1212129.566 12 9.57.5.6 4.5 12.9.5.6.5 5: 4.3 15'-W 12 _ _ _ _ _ 6 _ _ _ _ _ 12 _ _ _ _ _ 5 _ _ _ _ _ 12 _ _ _ _ _ 15 _ _ _ _ _ 8 _ _ _ _ _ t2 12 11 9 74 5 •12 &3 7 .6 4 12 9 .6 5 4 - r 12•- - - - - 6 :- - - - - 12 - - - - - 5 - - - - - 1.5- - - - - !5 - - - 8 •- - - - �t2 :2 10:B.S65 t 12 8 6.S S 3 'L58555 4.5.35- 1 HV BLADE OR 1 HV BLADE W/ 1 A HV WINDOW- BLADE WORKING IN UNISON' j •SEE IN.A,IONS 9F IISE ION I I BI/OL I�yl OM 511EET IW + NOTES ON ANCHORS REOUIRENENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL.FLOOR OR SOLD WOOD SOFFB SNN1 BE AS FOLLOWS: - ANCHORS_-_..---3.SLMMWE SHWLL CONSIST OF THE FOLIOWNG: -SOUTHERN PVC N.2 W/G-0.55(ND-S) - 1/4'0 TAPCON ANCHORS.AS WWUFACTURUD BY I.T.W.BUILDE% W/MNIMIIM EMBEDMENT AS INDICATED AT -DWGA5 FIR W/G-0.50(WIS.) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FIR NORTH W/G-0.43(N.DS.) "EVIION_SET NOTE 2 6EIOW. -SPRUCE11. PINE FIR z RLSOUTHV*fODD(Teas wA)(N-OS.) 2.ANCHORS TO HOLLOW COUNG SHAIL BE AS PER MOUNTING TYPE U.SHEET 17 AND SNAIL CONSIST OF { HAG SCREWS AS PER IDS 201E SPECIFICATIONS. 4.AMCHM%ALL BE MIALLED FOLLOWING ALL OF THE RECOM9NMTgNS AND SPECIFICATIONS OF TIE ll ANOIGn MWVFACTLRM. FLOM BUfl.DING CM(Non Nigh Velocity Hurricane Zone 554111111\1A RT' OM20 W ' LTECO.INC. -----_-C2020 EAS-t. METAL SUPPLY.W. -- ....... r�9., BERTH/ HVTM ENf A S S Accordion Shutter System . o-; ic.: l._•, H.V. HARE/1 W/CR W/0 KY.WNDCW BAIZEND.44 '' S American Shuffw Systems ry, 1E3t7V nON DATE DRAWN W. MP * TILLIT TESTING & ENGINEERING COMPANY - - *: 6355 N.W.3681.SL.St,.305,vRGVM GARIMM FI)RVA 331 AssoclaffOn OLD 17-107 /2/202 DATE: 7/2/2020 . Inc.. o'. STATE :P k47j 4268 Westro0ds Drive E __- --- DRAWING NO Phq :(305)871-1530.Fm:(30.5)071-1531 -1 6Ileco0ool vm West Palm Beach. FL 33407 + CA-0006719 20-164 ,� Qan t( ; VWnALTER A TILT x P.E 4 /''<pU1ON DwDA U�.t 4167 5 ._..__.._..� SHEETi SOF 20 INSTALLATION._ DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & 7A HV4, BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HY BLADE 1. ONLY SHALL WALL FINISH MAX, LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN do /4'.1 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR do_ INSTALLATION WITH BLADE 1 - A. WORKING IN UNISON 1/4-0 WITH ADVANCED _ THRFADFORM TECHNOLOGY • 1/4'0 TAPCON OR W/ 1 1/2"Min.PENETRATION I; TAPCON WITH ADVANCED THREADFORN TECHNOLOGY OF IN AREA TO W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING I I EXISTING WOOD HEADER. II I IW1 SEPAR4TION nl (SEE SCHEDULE ON SHEET 15) WOOD HEADER (SEE SCHEDULE ON SHEET 13) TO QASS(SEE f 1 T�' -) OR t a [ \ I 1/4'F20x3/4-S.S.MACHINE SCHEOLAE ON SHEET " � �L� ' 12 OR(% i D.@ scRErrs W/1/4-2o wars �:1 FOR aAaEmAw -3 ( d jf 1.�_ e 12'O.C. ON s�T 19 FOR 1 1 3 ewo�scCe�i 1• •i. f izcYi� _. �t•rryv;i/kl� ,— 13 oR 15 i t._J• I (I`I �' N Z_.. Li OPTIONAL O •� 11 WALL I' ( EXISTING MN. - FINISH Wttt::t?T\}•.\� : 12 OR I 2".4'WOOD I". EXISTING MIN. t HEADERREQUIRED 1 I T'x4'WOOD q ir'o TAPCON OR TAPCON WITH ADVANCED BOOM MN.SEPARATIONI I i HEADER RF.'OUIREO ' 1 - THREAOFORM IFCHNOLOGY W/ 1 1/2' �'I To MASS(SEE I Y n.PENETRATION OF THREADED AREA TO �.. 19GfDlLEH I MIN. SEPARATION r0 C1A55 _ I i DUSTING WOOD FiADER EXISTING I--(SEE SCHEDULE ON SHEET ii) (SEE SCHEXILE ON SHEET 15) ON SHEET 19 FOR GLASS---'I _ BIAOMiv& 2.4'CONT.SILL PLME REO'D. OM HV WALL HEADER INSTALLATION OHV WALL_HEADER INSTALLATION OHV W LL SILL INSTAUATION 1 EXISTING t AfW. SEPARATION TO GLASS t MIN.SEPARATION TO GLASS 1 F-- (SEE so,EDL,LE°N SHEET 11) �� CSEE SCHEDULE ON SHEET 11) T 1 2'x4'COTT--t MIN. SE A4ATION TO GLASS 1 _�t 1 - J i Y WOOD SATE I(SEE SCHEDULE ON SHEET 11)-' I L 1 I i 9E0'D. I I ? I ( 1/4'e-2ax3/4-S.S. f \ _ '/4Y-2Ox3/4'S.S. MACHINE SCREWS MACHINE SCREWS W/ USING ./4'-20 NUTS I O 12-D.C. I T V WALL N' 1/4'2O NUTS 0 12" - . F1fBAE I �. D.C. ..I,I ir' --... -4 •-.1 .. 2'.4'CONT. E- 1 ' ..;. EO-'0 WOOD PLAT J REO•D. E.-_Ep- d , - - ' . I •:,; t'ifm, __ I 1'Min. IF 1/4'v TAPCON OR TAPCON WITH ADVANCED —, T14RMFORM TECHNOLOGY W/ 1 1/2' ( ' 2x4'CONY. .I .. Min. PENETRATION OF THREADED AREA TO 1/4'0 TAPCON OR TAPCON W17: ADVANCED - —_..._._._...—._--. -CON OR SLL PLATE _— EXISTING WOOD HEADER. THREADFORM TECHNOLLGY W/ 1/2' \ TAPCON4-0 �WITH ADVANCED 1SEE SHEET 4 FOR TYPICAL I REO:q. I (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD \\ 1 WALL FINISH (SEE SCHEDULE ON SHEET 15) EXfSTNG MIN. 2'x4' 1/2'MW.CD%� 7MREADFOR"'TECHNOLOGY SHUTTER ASSEMBLY. t :. STUDS® 1N. O.C.VAX. PLYWOOD RED'.. W/1/2-Min. PENETRATION OF 12-MOUNTING ACTIONS CAN eE r 1/2•AID.COX PLYWOCD REO'D. WALL FINISH- THREADED AREA INTO PLYWOOD COYBrFD 01 ANY WAY To i ATTACHED PLYWOOD To BE (SEE SCHEDULE ON SHEET 15) �T�•INSTAL1ATla1 ®HV WALL SILL INSTALLATION EXISTING MIN. 2'x4'STUDS O 16'O.C.VAX.REOb. ATTACHE°TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WDH Wf111 SECTDN 2308 OF THE F.B.C. SECTION 23011 OF THE ®HV WALL SILL INSTALLATION •SEE TXM4S OF ©HV WALL SILL INSTALLATION F.e.c. °N 9 RM BUILDING CODE(Non high Velocity Hurricane Zone ,�%t �11 .`�,A�,' 02020 TILTECO.INC. __._ 02020 EASTERN METAL SUPPLY.INC.. �ICE �6�■Sm�e RERTNA ii16', c. i ���. Accordion Shutter System No.441 N v. eutoE„pn1 w/OR wp►tv wrmw eutnE American Shutter Systems rT.N: IEEs�W.T1a DATE OEEANN Of. YP / ~� TILUT TESTING k ENGINEERING COMPANY N a' STATE 0 t 5=NW.MN S..s1.-30.WMWnA GARODCS.FIOIM 331 Association. Inc. 1 tx0 n-TOT F40R10 '.�t1�'w moron..(3o5)02mR1UK..ftaE�n30t)871-1531 West Palm Becch. FL ive 2 33407 3 _ :- —aDRAWINGNG No FS -...... a r� WAL,ER O0007 11"19 PE 4 _ ... —I 20-1_6_4 SEAL/SIGNATURE/DATE �OA10AL�I.<1BT ---- _1_ SHEET OF 20- INSTALLATION DETAILS ON EXISTING_ WOOD BUILDINGS FOR ;1 HV & 1- HV* BLADES SAS APPLICABLE MAX, SHUTTER SPAN L+ OR A— FOR INSTALLATIONS INTO WOOD WITH HV 9WE 1 ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A S D DESIGN PRESSURE RATINQG SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE "1 & 1A WORKING IN UNISON 1/4-0 TAPCON OR 4-W EO __ EO .__ 2-MIN.— ...-� THREAD WITH ADVANCED (1EAM REQUIRE ) - i _. THRF_ADFO'M TECHNOLOGY WOOD BEAN ADEQUACY - EOOE(IF APPLICA9lF I W/1 1/2"Yin. PENETRATION STRUCTURAL ADEQUACY I OF THREADED AREA TO 1/ILLIPS TRUSS S.S. OF EXISTING W000 BEAR i I I EX15'DNG WOOD HEADER. _ t� PHIWPS TRUSS HEAD E BE RERIIENGI BY I 9 r i I SEE ON SHEEP 15) Ik MACHINE SCREWS REGISTERED ENGINEER OR` EXISTING WOOD I / ARCHITECT I STALL TO r ; r ' O.C. EO 24' _--_ W 1/4'-20 NIBS EO EO x i r C5 TRUSSES OR EO--FD�,. O 12'OG. SHUTTER INSTALLATION. 1/2' -fi r 1 - � O 24' L • 1/{0 TAPCON OR �' r 13 OR 15 E705TIfK SOFT7T TAPCON WITH ADVANCED —J—T - ----. I ( .257' THREADFORM TECHNOLOGY __J 3/4'Ym.7'HK. \^ Moz. OF 1 1/2"Min. TVRATION z `'I II __-_, .: OF THREADED AREA TO -EO i W- /14X3 4' . -EO-•EO- / 1'X{'Xt/B'EOM.ALUM.TUBE --OPTIONAL �TI EXISTING WOOD HEADER. I S.N.S. :I! - (5063-76 ALLOT)W/ (SEE SCHEDULE ON SHEET 15) --7-----r - m 6'O.C. ® © (s)S/IRAs uc RSCREWSUS ro or©or © �fT'1 1 Or or EACH RAFTER OR TRUSS. E7DSRNG MIN 2'z1' LOCATE LAG SCREWS AT I ( 7� MIDWIDTH OF 1705TINC WOOD G—� HEADER REO'D L_- I 1 OPEN HOLE IT EACH s� MEMBER,(2'Mn. NOMINAL GLASS DIN. SEPARATION TO GLASS -) I I{I EXISTING ...._._ STUD To ACCEPT —. _ - WIDTH) M/2"Yin. (SEE SCHEDULE ON SHEET 11) 1 I { GLASS— }I I I:� 5/16�0 LAG SCREW ) I I z�z� AREA.VALID FOR TION OF THREADED AT CENTER OF TUB. 3 INSTALLATIONS PATH 72PSF ,,, sLPAeAnoN 1 S '? 1 ) MAX. A.S.D.DES'.GN LOAD AND ro aAa(SFE n EX671NG 1 IOl�OIIOIW 9'-0-MAX.SPAN.THIS SO HV WALL HEADER INSTALLATION 1 I {1 � toolsle �Ea E 0)�AID- 1 I i,, 1 some a /1 FORINS WOOD is I NLr SPVALECIFIC a1 SIM t0 rd I 1 @OR � �tl FOR `r FOR WOOD W/MIN. DOUGLA HAo6ma® GRAVITY OF0.50 AS DOUQAS -SEE wrm GISECTIONSt BEOiBNEDA55EMeLv 1 ! °i�mx _aI !!�- "I OR®O OR EQEAJ_FIR OR EI9J PINE No. 2. SIN ANY WAY TO SUIT ANY INSTALLATION._ L'u HV CEWNG-INSTALLATION U � CEILING INSTALLATION TO CLASS_ MIN.SEPARATION TO GLASS I I a Ia I.,+ ^I F_ .1 OR I sEPnRAiION I I (SEE SCHEDULE ON SLEET 11 -I,1 I EXISTING tt RR 8ARn1 ANT` _L 1 1 I GtASS� I d SIM Is rm i' 1 i I TO GLASS p4-ST-iNYG `' ( IIII I �I HA06L1+A(Bt1 I: I 1!� (SEE SCHEDULE ! ON SHEET 11), .I t I I I I+1 ALTERNATE WALLEXISTING FINISH I a•' 1 LOCATIol1 1 • 7/N tMi r, T 1e43 4'tlEx 4TA�'--I 10-- M / ©. 7. � MIA. 1. I [I I l 216'MIN. HOOD —seem NGD TELL � l 13 oRgS 2'z6"NW. WOOD , I �Is tY ac UFOs REQUIRED DECK REQUIRED(NO �1�� _ �t ..._..�—_ � (NO LQ9ED H - - FlNISH ALLOWED) _ I EDGE ) .qj l5'SA;d{l 1\'�l ; _ EDGE OF DECK I t - �•- ; OF ,i Ep__ EDGE OF DECK F APPLICABLE __ .fr. ... - DECK IF IF APPLICABLE -- i 1- t/4'#-20z3/4'S.S. I APPLICABLE .q I 1/4'0 TAPCON OR Min. PWLLIPS TRUSS HEAD - 2"tt _ TAPCON WITH ADVANCED MACHINL SCREVS SILL2. LATE '- THREADFORM TECHNOLOGY HRFADEORMN TECHNOLOGY W OR TAPCON T 1ADVANCED - 2"MIN- - SILL PIAIE W/ 1 1/2'Min.PENETRATION W/2'D.C. � 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM / /Y Min. OF THREADED AREA TO O 12'O.C. TECHNOLOGY W/1 1/2"Min. PENETRATION OF THREADED �2'MW.� AREA PENETRATION F FADER.(SE THREADED E EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE XI SHEET 15) (SEE SCHEDULE ON SHEET 15) ,` SEE A710N5 OF UST HV WALL SILL INSTAL FOR�tTLAOE A oN 51EET,9 *HV— FLOOR INSTALLATION O HV WALK—OVER ANSTAIIATION FLOMDA BUILDING MDE(Non High Velocity Hurricane Zone. ``-`tMljiLllll{Ot W/'' 02020 TILTECO,MC 02020 EASTERN METAL SUPPLY,INC. 1)�LCR�)jA\\ �I/! // ,.• ........ ---- BERTHA HV -- �Q\" �GEN S `�� �p 1 N e Accordion Shutter System No.441 7 KV. SLAM#1 W/DR W/o Kv WNDCIN BLADE _ # American Shutter Systems Y-N OEsc arrloN ah !DRAW Br MP �' TILLLT TESTING do ENGINEERING COMPANY - .. o'• STATE 0 •g� Zd/m 6355 N.W.36R St..SI•.WS,"M. GARDENS.JUMDA JJ7•' Association, Inc. 1 I OLD 17-107 /2/M DATE 7/2 2020 S. �% •`V� Phone (JOS)871-1530.Fm (Jo5J87t-15J1 4268 Westroods Drive 2 FC0R10 •�t1 a� •-m a o"`t/toa. West Palm Beach. FL 33407 1 DRAWING No �S''••• .... ♦ WAITER A T@I!T b.P.F. { !' 2O—1 64 ''•,,,,SIONA� N`�1``SEAL/SIGNATURE/DATE FLDROALc �a4167 ` S17 CIF 2n EN Q INSTALLATIO NS BLADE_OR 1A WIN OW BLADE INTO..2"x4" MIN. WOOD STUDS 2*.4'W WDW 2'.4 Ask. SITS mv. 27.4' -=SIM IAPCCN sRw Mrab (AS AFP�LE) % 66' M (AS Apn)CA" v *ow % I SILKS US V GLASS wuwwal wL '��1�� C)M SASS(Sa: s*.r w. '/2- Ask SEFAFAX& n "ssSR • 1,7- 1.FOR I -=%f I3K WET 11 16 11 �T-0 Is== RNna)." -I TIR aAm WARI 104ml. 11r w o.s1w Is to 11 m ATmER9 M. "'R BLAMS(D&O W4) w-r 5 4 4 7 I OR-w - ui AT DETA&x ro I DR SEE DETAK.x FOR I OR SME WMECTI&I I ORO* -Co)-T -(P- % SIX CGwCT- m TRXIS I ' - M TRACKS 5M MTw IT'Iss 4 Ism OM"EcION Q 07 To Tp� 0-no. 0 0 .0: 17,0?-1@1- - -011-0-04 '0-0-03-31: END CONNECTION DErAILX, 19. END CDNNECMN om END CONNECTION DETAIt 09 END CONNECTION DETAIL Ex snNo / F.—n�my m-uvm -MATS RW IA—A� D ./I'/':-��CLASS —RA'-I. 0C -S)#W6N 4 4 O SEE EITATIONS OF USE FOR 5 I FOR 8LA%C)� CK IBM BLADE VA ON SHEET ?9 > 4 FOR 1.1" 6 La)cRrjj � 4� =L waswr.s rN. VIEW @-10•0-40-07-0- FND CONNECTION DETAI DETAIL L END CONNECTION DETAIL C92 FLORIDA BUILUNGM(Non High Velocity Hurricane Zone ozo20 nLTEco.wc. 0.--TERN m"'L su"'.mc' BERTHA Accordion Shutter System NO.4416 -T=-r—c o—,,, &S.S.A., IL E stems KV. MADE#1 W/CR W10 KV VINDON MADE TILLIT TESTING & ENGINEERING COMPANY Shuffer SY DEscwfflw BAT STATE F up 4C I, OLD 11- 4 /-&� CM KIN.3M.St.SAI.Wk MONK GARMS.rLGRVA 33W Is, Association. Inc. Ph-:(305)571-153o.F.. _107 '/2, (J05W-1531 4268 Westroods Wve I GV' West Palm Beach, FL 33407 —3 DRAWING No 011111111111 o - - — HALTER TUff J,P-E —4 20-164- Pl- SEAL/S;GNATUR--ATE FL(oo,Uc.f 44167 —6 SHEET L —4 — —7, im i���®� I �G'DJERAI 1_iYIrAT1oNS ADD COND(ilO1LS OF a FOR •a e ® ® o � 0 I 35 1.MAX A-S.D.DESIGN PRESSURE RATING: +110,-110 pa.t. • i I T i 1 i 1 "�---'F—'� i 2.MAX.SHUTTER SPAN:96' ' MOUNTINGS:►' A,D.G h H ON SHEETS 6.7:AS WELL AS MDDNTNiGS M,O,T, U a W ON SHEETS 16 11 17. ARRYNCE�NDIERWTES 2ni ®(BOTH w/ oR nAARE ALLOWED WITH(211 . aeOIN CASE OF EA END TP •,• t �� i. I I (CG��ENfEDUT D� U5I BE IN`�CLIAEDj�ONI.Y E%7FR R ACCESS SIDE of OPPOSING i i I 7E !i l 1 .x(A)M'YINODW BLADE tO SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 44 I j T (3"I LADLES)FOR O PER BLADE AT SPACPIGS SHOWN ON SHEET A. MAX.5 YMNCOWS a j f I. : ! 1 ALLOWED AT HV H !�i �1 i (0)MIN.CLEARANCE FROQ TOP OR BOTTOM EDGE OF HV WINDOW BLADE© WINDOW BADE j�!F! VY I il�jf/ I ' 1 I OF ANY 3'0 HOLE FOR SHALL BE 12 5 Il I+ I ! (C)FIRST OR BLADE COMING OUT FROM STARTER NITS AT ENDS MAY BE TA, I ' I I � � I 1 ' I WINOOIY FRADE� I I f I (0)HV WINDOW BLADE 1 MUSE BE USED ALTERNATE TO A SOUD HV BLADE 1O 11 1 i (I � ` II i•, ' THROUGHDLI"; SHUITFR'S VADTH. L 1 t�1µ((��,�y�I \J�p�' I (E)CE�ERMATES SLNLL ALWAYS BE DBTMLED ADUICEM TO A SOUD MV jl !`�+" K=�x �f"I I {1t ! I. 1 BfAOE AT EITHER SIDE OF THEM. COt�lNE np: _I (I�/J'/�' 1 (F)POLYCMMMTE HV WNDOWP SHALL BE NSALLED SO TABS FACE DETAILS ON SHEETS ,Ly 1 �� THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOWT L��j MUST BE 10 L E Tr. , I 1 4F •1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROWDED BY ASSA• FULL H:DcaHr. I. 'I � jiNA } �/{� (� � 8LTC. y� I .SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO M000 FRAME BUILDINGS ON)SHEET 15,AS LINKED BY SPAN AND LOAD LD(SEE NOTES f .. ��•' !II I I 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED _ - I { CONCRETE OR CONCRETE BLOCK WAL!ON SHEETS 12 h 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 k 2 AgovE) I _5 MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: -.� (SEE _ iW 1DPPLAN FOR HHEOLRREMENiS)!BOTTOM f _ ®�fe" a WMLD 20NE MINIMUM SEPARATION TO CLASS I THRU 3 I' EXISTING GLASS- ELEVATION TIN.S"OVION TO GLASS SEE TIN. OF SHEET 1 --- ------- 1 FF O®LS) ____ AND ON TIES SHEET FOR;NOES A - 6.25 5 4A / � -------i ----- -- -'------- '--'--• 4 21 16 TYP. SYNIT�TPoC`N_ TERMATEs zl � /� �Tr, 2111 ` \\ W/z OR"�AND W/0(SjS(SEENOTE A ABOVE) PLAN !\ 2 T I TYPICAL 1 HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1A SHUTTER* N.T.S. AANIMjNH TEP ,FAAA FLORIDA•BUILDING CODE(Non Nigh Velocity Hurricane Zone ````\`P\•`�F.i...... /I,'''' e1020 TLTECO.INC. R�.fMISOF20 EASTERN METAL SUPPLY. INC. ��`1 �,\CET •`'•.•�9,_ —�- �o�o�©�nBERTHA HVTM I I L E C® �N ion Shutter System NO. 441 '- '_ -�-' 7t := /OR W/O KV.WN DUN BLADE * TILLR TESTING k ENGINEERING COMPANY American Shutter Systems ION SATE '1V Association, Inc. as DINER cT: MP �'•, E Q. am N.N.nIA St-SIC 30,NRGUSA GWTDflq M1OEM MIS 107 '/2/PAone:(305)s71-1S30.Fo,:(305)071-1531 4268 Westroods Drive a-r-1:UR-6oW.com DRAWING No � t CA-00o6719 West Palm F3each, EL 33407 WALLET A 'M* a.PF. 20-164 SEAL/SIGNATURE/DATE FTaRw LTI /H1Hn _ SHEIS OF 20 � . --I INSTALLATIONS W 1 HV BLADE & HV CENTERMATES �1 It. 1 M'A D.03s'THICK Min - .VI1JaE5..-; •-I 2.000-Y/a.I- Min.G-6 Ckv. GRADE M .-. - Mrn.G-6D S AT IS-D.C. 2. M1. . ' METAL AT,6-D W ; _,.:•_; 45b INTO METAL STUD WALLS * ,� °�" �L 1 - V 4� GENERAL LIMIT ONS AND CONDITIONS OF uSE 3 1 4"e NOMINAL Il ALUMINUM SLEEVE 43C' ta3o s o ' �- 6063-T5 ALLOY 3 a.6 1/4.0035•TWA Nx ' , � �/ t2 ? FOR BERTHA HV BLADE-ACCORDION SHl1TTFR �T GALV. CHANNEL "al al a 6-oc.., "�! `I'�- - ''' !'� 1 SYSTEM INST EIaTION TO METAL STUD WALL ovum FASTENED TO STUDS ' SEPARATION TO GLASS c H E 3.000 w/(23/6,1/2,TEK scAEAs ON i EXISTING FINISH ) (i - --- I 1. MAX. A.S.D. DESIGN PRESSURE RATING: 475, - 75 (psf) YO`- NNrERax N 0[iFNWR fADC AS APPLICABLE 2. MAX. SHUTTER SPAN: 64' I WIND ZONENUW 1 MIN.SEPARATION AS'TIA E-1996 SEPARATION 43c LENGTH t 1' 1 6 EXISTING GLASS---1To GLASS � �•E 3. ALLOWED MOUNTING: M©ON THIS SHEET. TO GLASS (SEE SCHEDULE) y;`-----•--� i4.i1 �{ ` /4"�-ZOIC3" BDLT ONLY�ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED I 1 THRU 3 1' I 13•' •� WITH 21 ARRANGED A METRICAL LAYOUT. ---- - - --- MUST PENETRATE 3c 1' USE O (2) 35 (6- LONG. MINIMUM) MUST ALWAYS BE + 4 S• 1�A/ 6 1/4-x 0.035'THICK A6n.i EX IS IN FUNSH 13: INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF I -1.373" CAI.fALV.STEEL TRACK CHANNEL.i AS MPUG&.E ( !! _ ASIM A-Ms GRADE s0 M..G-60 '1 :• � CENTERMATE- o I -.050" Ii1LVAA RED FASTENED TO STUDS --�'''A I ! In RIO fsd/x TTx straws ON ��- NrEmon!EZIFItla FADE •r O.C. •_r out , ' -- 1/4"0-20 THREADS d ; -L 1�^-:_ 'Heil` BLADE SLACK DETAIL HVF IS ALSO VALID FORT �1 ^� a --- - '/_' ram' ! CENTERYATE 1 APPL(cn71oN WrrH BLADE 1 ! 1/4"0 ELCO CONSTRUCTION p - © O� PRODUCTS FAB-LOK HD 6 6K, v:xDA$-THOU s Es.y e'e�o.c. COMPONENTS bin.ASHY A-653 01M0E e) '• 2-MES Mn.G-50 CALV.SIgL I• ,. MEru srvn a 1r as w i _ MS WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1" I (Tm TOP 8 eorrom) __-__..__ _._- } I- - .._ ___ - -._�� I y _.... 1 3/4-x 6 1 CK 0.035-THICK Min. ZEY3STIrNG GLASS _ _ _ _ i _ OUT.GALV.STEEL TRACK CHANNEL. -- --,-r.-....- ` _ .- I - _ ASrM A-653 GRADE/0 Min.0-60 I . I' -ter ,- GALVANIZED FASTENED TO SPUDS i YMMETRYCAL t; SYMMETRYCAL w/(2)/6x,/z TEK SCREINS ON 1 1430 43b Z 43C,� ' I .NIML sePwNiTION MISS ' . INTERIOR a EXTERIOR FACE I I C NT R�AATES W/ I; ;t H i �, CENTERM�ITE // : sStm Imut� rye :t jt I EXTE�10_R-ACCEK-SIQE I INTER QR ACCESS SIDS r 4 IN ' - 2 •-- /:'� r- 21 LOCATED AT -,AE.s�.,.y :-z= _-,:.,-- © 1 —LM-- 7/1 -- --- ,�, HV HEAOFR/s�ENDS ���� y a--a-�-e:-n:f-.yew:,._ -•� _-�--' -•�.- VIEW 4 12 ) ` s, 4- `' 35(6-Min.) - '24 '. f ttyP) 6 1/2-(Tw.) - 7- _ 7' - ' 6 1/2'MAX. SUCK ** SIDE CONNECTION TO TRACK (C-L) - M BLADE SLACK DETAIL HVE }HV FLORIDA BUILDING CODE(Y n High Velocity HMrricone Zone' `A`,`A�uL►ItUI11 YG` 02020 T'LECO,INC. 02020 EASTUN MEUL SUPPLY•INC.BERTHA H VTM �, . . ... .ail�-•, E! ':F:4y M �c sac /� Accordion Shutter System No,44 67>> `_ ©S A® KV.RARE#1 W/OR W/0 KV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems .E, oaeNu•,,D„ o„rz ORAre,Bn ALP STATE F Q � SM N.M.36th.St.Ste 305.VRG—GNIIFM,Atatms AI Association, Inc. , OLD ,7-107 /2/1D2. DATE. 7 2/2020 '�'•, ••NL Ph-:(305)671-1530.FAA,(305)671-15n 4268 WestraGds Drive m pRAWING No 0�^/'�• tORI :A.'\;��:� •-n'°Gtilt-0-1- West Palm Becch, FL 33407 3 yj,�`_SS�••••• yCT; HALTER A TILDE Jr.PE 6 20—164 ry74pq NAI 1pTL`'SEAL/SIGNATURE/DATE FLORIDA Lk /as16T s SHEET 20 DF 20