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HomeMy WebLinkAboutProduct Approval 1/6/2021 Florida Building Code Online 4 BCIS Home j Log In { User Registration Hot Topics Submit Surcharge j Stats&Facts j Publications j Contact Us i BCIS Site Map i Links Search I a --' r0l Product Approval ,oipp p USER:Public User d.br Product Approval Menu>Product or Application Search>Application List>Application Detail a '�o FL# FL389-R10 RECEIVED Application Type Revision Code Version 2020 JAN Application Status Approved Permitting DOaartment St. Lucia CcunCy Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com a le COPPY Authorized Signature -Bill Feeley lrodriguez@easternmetaVI ��� p/a Technical Representative EWED FO Address/Phone/Email CODE COMPLIANCE Quality Assurance Representative cJT, L CIE COUNTY Address/Phone/Email EOCC 11 Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA BLADE1 .pdf FL389 R10 COI COI ASSA BLADEI 2.pdf FL389 R10 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 www.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwiDovYYHH9-IvYSannu,.x.+rn►nvof,---i 1/6/2021 Florida Building Code Online 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 FL389 R10 II DRWING ASSA BLADE3.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 12'-3"for 40 psf FL389 RIO AE PER ASSA BLADE3.pdf positive ASO 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 p el�ssures. 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 FL389 RIO 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,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 Installation Instructions Approved for use in HVHZ: No FL389 RIO II DRW ASSA BLADES 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 RIO AE PER ASSA BLADE1 2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Back rloxt Contact Us::2601 Blair stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CoRy_dght 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 a-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 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 bgre. Product Approval Accepts: —' `— W, eCbe�0 Credit Card Safe 0 www.floridabuilding.org/prlpr app dU.aspx?param=wGEVXQwtDovYYHH9v.IvYF,AhAAeicYrlf`ntnvor±....1 0077-._01 n� GENERAL NOTES: ,,WB 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D'd HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 202D(7th EDRION)OF THE FLORIDA'+ BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, ,/q� v DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL CC Z Z TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-D.85, USING AS 7-16 MID SHALL NOT EXCEED THE MAXIMUM(A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES nt & �A BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. J ;EN NOTES SHEET i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bM USED IN Th EIRR a COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1809.1.2 OF THE ABOVE MENTIONED CODE�iS,P YS�M� ATL REPORTS: ICAL;3'SHUTTLR ASSEMBLY 38-44 SHEET 4 ' ® 1 WINDOW BLADE&WINDOW DETAIL -HV BLADE Q) 00214.01-03.00715.01-03.#1004.01-05,#1214.01-05.10317.02-06, 80609.01-1D AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-,EBB AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. 9 42 E 9 ' -HV WINDOW BLADE m 805D5.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND/ 0725.01-08 AS PER TAS 202 PROTOCOL- 1 ICAL SHLITIER ELEVATION&NOTES ON LOCKS SHEET 5 LU STALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADE Qt AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 U.1 STALIATiON DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3.BERTHA N.V.ACCORDION PINS(13 SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO DWICKS SHALL BE IDACRO HI AND OATNG7S RESPECTIVELY,41T-HT MINIMUMfS'€dIE9 'CENTERMATE ALTERNATING DETAILS HV SHEEr 9 STAINLESS STEEL SCREWS WITH 135.0 keT YIELD STRENGTH AND 1EM kel TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA NV DACROSNIEID COATING SYSTEM AS MANUFACTURED BY APP COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUSE 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 6053-T6 ALLOY IS 30.0 kaT AND 35.7 kei FOR D CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLAY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL AXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A7SI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5DO18 WITH 50 Ike',MIN.YIELD STRENGTH AND 90 kal 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 AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE lD: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 86'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S PATENT#5.458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY,INC. 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 SEAL/CAULK AREA 3: IN WINDOW BLADE dk ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICALSHUTTER 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: F4V WIN�W B�E�ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SWILL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709."OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS 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 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. (G)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone II,II 02020 TILTECO,INC. @ 2020 EASTERN METAL SUPPLY.INC. BERTHA HVTM EN, '' '�� E C O A S S A Accordion Shutter System F 1 L INc. ■ ITV. MADE#1 W/OR W/O RV.WINDOW MADE No.441 7 American Shutter Systems REV.N. DESCRIPTION DATE DRAWN.eY: MP _ TILUT TESTING & ENGINEERING COMPANY z ••. 5355 N.W.361h.SL,Ste.305.MRGNA GARDENS•FLOWOA 3318 As90Ciation. Inc. 1 OLD 17-107 // DATE: 7/2/2020 "a'• STATE ;�JJJ` /�-ze--? Phone:(305)871-1530.Faz:(305)871-1631 4268 Westroods Drive 2 DRAWING No GRI a maCA 000677191.eom West Palm Beach, FL 33407 3 '1 C `� WALTER A MLLT Jr.P.E. 4 20-1 6d T V'';Ais`S/0Pj .q EAL/SIGNATURE/DATE FLOR10A Lie.g 44167 5 SHEEP 6 1 OF 20 •/ J'0 f>bi M BLADE® ¢ VARIES 1.491' 1918,. ! a7 c �C' m • Mmz. • 1.200• { g qv- oso 'z l 4.371I 55'" 4.355" r�0.• -\]o'- 4.857' 4.999" ! y�,• 1 HV SOLID .375 a '\��4DE 3OHV UNIVERSAL FLOATER �� ��• U5 HV 90.1180' STARTER COVERED NDER US PATENT 545817 ° QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADED �¢ HV BLADE D 1A V� • 6005-TS ALLOY AND TEMPER LIMED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE'OF-BLADE ' ON SHEET 19 6063- LBLOYD AND TEMPER .37 6063-T6 ALLOY AND TEMPER 3.226• 1.500' o .124' 1n (TYP) r 670" 2.670" m 3.556• n .994' -- B 1.000' ry .670' 2226' 072 c M2..,,.)' _ h $' S 0 4.897• , cr.815' .092' 0.072- 0.072• HV ADJ. ADAPTER W/LIP a.436• 137s' QUALIFIED FOR USE W/ HV HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE 1O QUALIFIED FOR USE W/ HV HV ENCH TRACK -� L255' 3.750 QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER •BLADE 1 QUALIFIED FF UHV BADE 10 / 6063-T6 ALLOY A�D TEMPER BLADE 1 NLY. 1� HV RAINGUARD 6063-Tfi ALLOY TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER VARIES 1.936• (� / 1' t.91s BLADE l�VARIES 1.956' 6063-T6 ALLOY A D TEMPER c 1.917• ox. ex r--083' 083' .083' o .0�' °d _093" .09J"'�I .100" - o .125' _ .060' - m .060• of n 670' 1 N, •093' .09Y'ol `q .060' m m 9 670 1.888' °•21A• 670 I n • 3_520' 3.520' 3.529" 11 HV CEILING HEADER 1�j HV HEAD USE /ER/SILL n�l 13 HD CEILING HEADER/SILL 670 `szs •4. 0 LIFlED FOR USE W/ HV BLADE(110NLY, QUALIFIED606E-76 ALLOY AND BEMVEd�ONLY QUALIFIED FOR USE W/ HV BLADE 1O 14 L EA E S SEE SECTIONS FOR VALIDITY SEE SECTIONS FOR VALIDITY. QUALI D FOR USE W/ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER B E 1Q ONLY. 6063-T6 A MPER T1 h41 X MN Y MN.t COMPONENT A I 8 T1 1? 1 X Y t .062- a 2" 2" 0.125' Q 2' 5"MAX. 1/8" 1/8• 3' 3" 0.09D' IB 2' 5"MAX. 0.192' 0.192' % SIDE ANGLES ©0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 z.5' T MAX. D.1so' a.190" QUALIFIED FOR USE W/ HV BLADE Q QUALIFIED FO USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER BLADE ONLY. ® 2" 5'MAX. 0.139- 0.131- 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone (�II1111111 ijw 02020 TILTECO•INC. ©2020 EASTERN METAL SUPPLY,INC. �,{..H...j..'.�/r�,, BERTHA HVTM IM�_qo -N�. A■S■S■A■ Accordion Shutter System No.441 7 FLV. BADE#1 W/OR W/O KV MINDCW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Y REV. DESCRIPTION DATE DRAWN BY: M.P STATE Of �L02fJ 6]5S N.W.Jsth.SL.Sta 3N'.YM.DARI..ROMOA JJ1 Association, Inc. I OLD 17-107 /2/20 DAZE: 7/2/2020 Ph...:(305)871-1530.Fox:(,0,),7,-1531 4268 Westroods Drive 2 '9'•, ;/ DRAWING No 0008°19 West Palm Beach, FL 334CA- 07 3 20-1 64 4 ''••.....• • `�L' WALTER A TIUJr J,P.E. SHEET AL 1�21E� SEAL/SIGNATURE/DATE FLORIDA U.B 44167 6 2 OF 20 4.576" 4.660°2.28J" 929, f/P-20x1/• 1/4'-20 DIE GIST 45" 0.334" FNT HEAD THREADED HOUSNG EL V' 2 .745T • S.S.MS. DAKEDPNNTID1/4'-20$ n •l% (2 TYP.) ^ DIREADED DIE CAST HWSNG-'"-I n � BAKEDNN1ED 1 mm.062° 0w mKNOB. c .875" 1.325' oo 61• - 316" L eRA55 OYDFDERT BRA55 CYLINDER c u �•Rql 4 h KEYS(CHROME (CHROME PLATED) 21 �,,��., G, g n` m d PLATED QUALIFIED FORUSE BLADE ONLY l��J HV O G s• �Q. <s .325 ® L HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QU IED FOR USE W/ HV SLADE(1)& 1 ONLY %Qp 3.023' 875' QUALIFIED FO SE W/ HV IFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BY CORNER CENTERM&TE 4ALIFlED FOR USE W/ HV BLADE 1 ONLY BLADE 1 ONLY. 250'O.D. B 1 & ®ONLY. .� 2.874' 6063-T6 ALLOY AND TEMPER P C HEAD c .518' '518" 1.756" .922' 4.045' 2" EDED TO m m I 2.079° L753" -4 SCREW 1.000' d 6D• rp 360'AFTER RIVETING .owl W J n o m •'+� Caen. Os�. ¢ n ^L 1/ " 5X 3�4" BEFORE RRIVETING NrS.S. HU BSCRE 1/4I,0-20 RI UP I a *6E 9444 ALUM M(2024-T3 ALLOY)LARGE FLANGE THIN ��7W I - - .822• NFJT70 j OBZD.AS MANIIEAMREO BY ANGEL PLAN FRONT EEFvanGN V ALE " s 0 CENTER T 4.566" CITERRY TRN.PARSIPPENY.NEW JERSEY 07054 OR EQUAL © _LOCKER-FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 2J HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® bV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1QONLY QUALIFIED,FOR USE W/ HV BLADE(1�ONLY W/HV BLADE ONLY. BLADE Q ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR"" 1.917 .1.917T - 3.161 — .063" v - '1 `� 4S 1.030 1 /III THUNDER O .214" `�J .U63 .C62" m y`IIy!I� CYUNOLIi OR to• .214" ^ I 'Y KEY CYLINDER m • •�� � '� 'o � •m o •� � 0.875'Min. .405 m nl gl o m ml 1 .125"Mox. 31 N LOCKING ROD ®JiD CENTERMATE W/ LOCKING ROD O o o S UALIFlED FOR USE W/ HV BLADE(g& A QUALIFIED FOR USE W/ HV BLADED&A 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER 804° o' m o VARIES. 12"MIN. QUALIFIED FOR USE W/ HV BLADE q&I& �I n' o t/4•a-20 S.S,OR J/6•e-te 1.130" 6063-T6 ALLOY AND TEMPER ACETAL THUMBSCREWS. 11/2• - �THUNBTURN (SEE DETAILS) 0O OR KEY IS 1.57 Min. CYLINDER c 0 mki (11/4-0QUALIFIED FOR USE W/ H 1L.37s'o ® HD LOCK 6063-T6 ALLOY AND TEMPER © I"N 3/8"0-16 ACETAL © � 1./4'" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. g,,CC��11 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & A 1NSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE DiittILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W HV BLADE( FLOPS BUILDING CODE(Non High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY,INC. dO��P °...:. j1l�TI�'''' D2O20 TILTECO,INC. /� /� BERTHA HVTM \CE F 9 A.S..S.A■No.44 - /TILFEC O �N�. Accordion Shutter System 67 H.V. RAM#1 W/OR W/D H.V.NINDDW BLADE .�.-,E-.. American Shutter Systems qEV.me DESCRIPTION DATE DRAWN BY: NP z TILLIT TESTING & ENGINEERING COMPANY STATE IF 120,L0 00 N.W.36fA SL.Ste.305.MGMGARDENS•FLORIDA 3316t Association, Inc. I OLD 17-107 /2/202 DATE 7/2/2020 ��'. p :'• ; Phone:(305)871-1530.Fox:(305)571-1531 4268 Westroads Drive 2 %,��`�ss�ORI A.•� `\� a-ma lBit..C.ol._ West Palm Beach, FL 33407 3 DRAWING O ;°H4 '��7jiRYY��NA!Of. SEAL/SIGNATURE/DATE WFFLLOORIDAAu f 44167 5 SHEET e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV T HV 41 HV BLADE 1 12'TO GLADE TOP CE 1Q 40 o6zs' � I j CE 1A .1875• fd31� I HV WI DOW BLADE 25' •08253 .0625' ® HV BLADE 1A BLADE'S 1875' Y HV LONG RECESSED NYLON BUSHING 11 z� I I n KNUCKLE OPENIN .0625 # 3 F g a (TYP) 0.0625' 1 ® HV SHORT RECESSED NYLON BUSHING I v�i a 0 I FLAT PORTIow 1 I R1. / ® HV NYLON HAT WASHER OR ® ryN i I BvpE EMOR O / 3750' ® HV WHEEL CARRIAGE AISI 302-303 SERIES .8750' _.I x 0.870'x3/16"THICK NYLON WHEEL. 3 I I n N .2 7/8"MIN. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS _I .315"m sEPARunOTI CLEAR es.ao BETWEEN .0625 J .0625' :3.7500' ® HV 1 3/4- ACCORDION PIN W/ #8 HEAD * EXTERIOR 0 OPENINGS ON 5 3/4-TERSBOOR HV 2 3/4" ACCORDION PIN W/ #8 HEAD * tv a' .0 �4 I• 2 1/4' rx1RRIORDEIEVAM04 "��) I eE TYPICAL HV WINDOW BLADE AND ® CLEAR POLYCARBONATE IMPACT RESISTANT HV VIND0IY � � � t � 1 i• r s I I © � i 39. POLYCARBONATE HV WINDOW DETAIL OOR @, ' 4 or 3 ((SEE NOTE FOR I i $EpUIREMENTS) ( , 1 O OR ® I *POLYCARBONATE IMPACT RESISTANT HV WINDOW I I BAYER MAKROLON 3103 POLYCARBONATE i r iACE RESINS, UV-STABILIZED GRADE OR SABIC !kBEQUIR Y To BLADE a M INNOVATIVE PLASTIC LEXAN 103 RESIN i i' F I O OR ® (SEE NOTE "F" ON SHEEP 19). ~ i (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® o NNE M ' BOTTOM KNUCKLES OF HV ACCORDION SYSTEM'W/ HV O OR POLYCARBONATE SOURCES`FOR 4 i 1EXTERIORHV ® BLADE. TYPICAL SHUTTER ASSEMBLY TYPIALPRDPFRRES sr PPUCAME '�' N''' HV PIN 42 OR�43 AT REFERENCE — Ate u (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT EXTERIOR. —" BLADE'S KNUCKLE. 8ECFIC 1O oo.sza' (SEE NOTE s FOR ss� tirr As1F1 m9z Una m/ m oa3 m/d EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. D ® 3 REQUIREMENTS) '_ Ir. TENSILE TOLD STRE ICM W ASTI D638 9./ -19.509 P.I.r LEXOM STRENGTH AT'YaD ASM ono 12.500 Pei 13,400 -1. (3) HV PIN ® OR ®3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER 7YP 0 5 S� I I FLEXURAL MODULUS AM Ono 3/0.000 P.d sAs aoO PLC. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET OO I !�. K=IWl ..�y ASTM DM 1a rr-m/n n Fr-m/b Fra P i9MNG WHEEL CARRIAGE DETAIL SMOKE 00"SRY AS1M Eno 471 x "z x"M N.T.S. Lf.��-SEMBLY LAYOUT RATE OF TED= ASTM D935 O-1 CLASS C-1 CLASS FLT.S. Sul,G.M. ASTM 01929 tow'I wT HFAntozN: ASIM 0165 TDTS1E STRFNCM AFTER NFATKU MC ASTM W8 9302 P+C EBFo psi. In HV BLADE SOLID & (A HV WINDOW BLADE DETAILS iDffAESifmS BEFOREWFATNEANC S"""' 9461"J. et90 P,F. N.T.S. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone III III �� 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVTM ASS A L E C O �N�. � � � � Accordion Shutter System F�,��yyFF H.V. BADE#1 W/OR W/D H.V.WINDOW BLADE NO.44 67�' _ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ry,N DESCRIPTION DATE DRAWN W: M.P Association, Inc. 1 OLD 17-107 7/2/202C DATE, 7/2/2020 WW N.W.360.SL,Ste..505.MRGMIA GARDENS.FLOROD.331614268 Westroads Drive 2 t'O: Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No STATE F e-mail:tilt9oo0ool.eom =9'•, West Palm Beach, FL 33407 3 20-164 �� CA-0006719 ZQRI _ - WALTER A.nLMF Jr.P.E. a �4L/SIGNATURE/DATE FLORIDA Ue,d 44167 55 SHEET OF 20 A 11111111 0° a *NOTES ON HV LOCKS AND CENTERMATES: , :�A B c c w N s i u 1 MANnAMW CONDRION ft ONE HV LOCK 0 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN EL 12'ABOVE OR BEJ.,OW �2 Y BE USED AS ANR SPAN �NSIDE OR OUTSIDE LOR SPANS UP TO CK,ATTACHED TO AND FOR nORS�T ANY ELEVATION. HV LOCK(�or 1 if I h I r, I I .-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 TYPICAL SHUTTER ELEVATION. 16 ml2a. 2.OFnp&PPNDMPL11:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR Y BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES 2(� OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE, LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. oe� 3. OPTIONAL CONDITION J ftp=RY CONDITION J11 OR LIMITED MAN �II �6 ®k 02 IS USED O H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT�URRICANE POSITION, BUT MAY R�aR�OR oRoR ��� BE USED IF pE51REp TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATNE DEVICE v / MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSIION). 4.MANDATORY CONDITION/2: ONE HV LOCK ®SHALL 8E USED AT CORNER CENTERMATES FOR ANY SPAN C7II 'o _ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, TFS�5P1 ATTACHED TO�3 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/Y LONG FIAT HEAD S.S. M.S.TWO LOCKING RODS 01Uo NDD-HVC AT TOP& B OM 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. 5. qRST ALTERNATE TO MANDATORY CONDITION #I VALID ONLY FOR MV I OCK go A/SYMMETRICAL CEN[[EI1MATES g gg •ONE ALTERNATE HV LOCK 25 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND Y� INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT / 3 OF 1/4'0-2Dx3/4' S.S.THUMBSCREW TO C OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. b �. � N0p- i5 RNNUT AS SHOWN ON SECTION HVE, SHEET S.ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO Ff 195 LACKS AT 1/3 OF SHUTTER SPAN. v - ����""" 6.MANDATORY CONDITION{3 FDR KEI=NF MOUNTING INSTALLATIONS: ONE HV LOCK®or®or C 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 99',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO C or®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNEC9ON 1 OR®TOP AND BOTroM IS COMPLETELY MANDATORY. DETAILS ON D r E H 1 J K Y P O ■ V N X ' SHEETS 10& 18 TYP.FULL 4NOTES ON HV "T".LOCKS AND CENTERMATES:. HEIGHT. 5' OF CORNER wwnm nolN 1 CENTERMATE ANY SPAN AND SWA1IAMON AT ANY ELEVATION CK 0 MAY AL ALTERNATE BE INSTALLED NSTALLED IN LIEU OF HV 8E USED AS AN OINSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKETC ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10+©o■©r�on Q+©.R CONNECTED TO CENTERMATES AND®W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR W/ 1/4'0-20x1'S. S.M.S. INTO A 1/4'Ox 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ©+ 7�+©oR©•O+O°A MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. Q+t a�x Q+Qo�t s+®s�■Q+® *NOTES ON HD LOCKS & .CENTERMATES: 1. No LOCK(R4 W/HD CENTERMATES(31 OR(33 W/5R3: ONE ALTERNATE HD LOCK® MAYBE USED IN LIEU OF TYPICAL n' HV BLADE SHUTTER ELEVATION HV LOCKS(?�OR(21 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 8TO @ IS W/3 is x 3/8"F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT�AS SHOWN ON SECTIONS HDB-HVB AND DC-HVC.SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLOMDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. ,.�� �"dl�' % BERTHA HVTM �, / � ' Accordion Shutter System . \GEN I L E C O �Nc. A,S,S.A■ H.V 11AOE#1 W/OR W/O H.V.WINIDOW SLAM a NO.441 i TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: MP Tk; Association. Inc. I OLD 17-107 7/2/202 wTE: 7/2/2020 53"N.M.=h.St.St.300.VJiGINIA GWDENS.FLORIDA 3316 STATE 0 Ph—:(305)871-1530.Fax:(305)871-153I 268 Westroods Drive 2 DRAWING No %�'•, .-I:Ut■..0..1...M West Palm Beach, FL 33407 3 off•• F�D o '•� CA-0006719 RI ,.•\ \``AL/SIGNATURE/DATE WALTER A.TILLIT Jr.P.E. A FLORIDA u..g uts7 5 NA �. L 06 SHEET 6 5 OF 20 � I NCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13) REQUIRED - 1/4'0-20x3/4'S.S. REWIRED ^ REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANC IRS 17 18 FOR E(SEE MOUNtING ON SHEET 7) (SEE SCHEDULE ON W/ 1/4'-20 (SEE SCHEDULE SHEET 13) fE. 00P ® SHEET 13) NUTS a 12'O.C. 1' 1' _- 12 0 14 Min: 1/4'p-20x3/4'S.S. Min. / —ED EQ MACHINE SCREWS / USING 1/4-20 NUTS _--_ 19 EOEQ O.C.E.D* � r.25o Mox. 13 oR 5 13 OR 15 O O• -- .250 D. - N I 1 1 1 1 .250'Max. I ^ Max. OPTIONAL � -OPTIONAL � I I M t�(RE I I I i i li 11 MR Astir I i. MIN. SEPARATION TO GLASS 1 ta19R�1919 AND TI 1 OR 1 ; ' i i O EXISRNC_r—(SEE SCHEDULE ON SHEET 11) i STING ,1 s 19 , MIN.SEPARATION TO GLASS 1 1 O� I 7(SEE SCHEDULE ON SHEET 11) EKISTING I I I I ©HV WALL HEADER INSTALLATION �A LAON BO HV WALL HEADER ANSTALLATION + KEYSTONE IDOSTINC )-- I I I MIN.SEPARATION TO GLASS I CUSS--I m SITARVIONQI6.(SEE II i I I 1 OR ®• i MIN.SEPARATION TO CLASS I i I .1 EXISTING (SEE SCHEDULE ON SHEEP 11) O FOR E 'mMa�FoRTELLL#yyyyr l r�i i(SEE SCHEDULE ON SHEET 11)-' ' a1155 MADFSID&O s IXISTING I I / OPTIONAL i i i i1 EOPTIONAL f-1/4'Mo. ILIJ . E D• ✓ II � I IOOR@ n L "—19 W I�EQ OR --- 12 OR 14 /' -- - FW..E. 1/4'O-20x3/4-S.S. --- EQ .Fp PH TRUSS HEAD 1/Co-20x3/4'S.S.PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS 1' 1/4'-20 NUTS a 12'O.C. (SEE SCHEDULE ON W/ 1/4--20 NUTS 0 12.O.C. (SEE SCHEDULE SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCKREUREDWALL REQUIRED (p HV WALL SILL INSTALLATION (SEE SEDU�" POURED CONCRETE - SHEET 14) HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER • E.O. EDGE DISTANCE _ ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR (1� HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BlAOE®ON SHEET 18 IN ANY WAY-TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. `,,,�P�c•K...:... tire,; BERTHA HVTM FTiL E C O �N�. A.S,S,A. Accordion Shutter System No.441 7 Kv MADE#1 W/0R W/o Kv W1NDW MADE * * TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems Ev:N DESCRIPTION DATE DRAWN En". Mr �Jr C s N.W. Jam Association. Inc. 1 OLD 17-107 /2/20 DATE: 7/2/2020 �T• �?.GYlp 3s3 JaSt.Ste.3W.vmGwlA XIDENS.E1aww rile STATE 0 Phone:(305)87/-1530.Fox:(305)571-1531 4268 Westroods Drive 2 DRAWING No -m°il:tilt°o°a°°I.— West Palm Beach, FL 33407 3 "40AID a� CA-0006719 4 '2�—�64 ��•'•� WALTER 0.TILUT J,P.E. SHEET O 4 �`%`SEAL/SIGNATURE/DATE FLORIDA ue. u,a7 e POURED CONCRETE ANCHORS I 1mt SLPARA7ION I I I 1 i CONCRETE. (SEE SCHEDULE ON.SHEET 13) TO GLASS(Sa I r t i 1 OR ® I 1 1 REQUIRED i SGIOAIE ON SFtEI I IXI Lm.ANSS i I I'(SEEt Cxmu ON- SLABr t EDGE OF _I I 1t;n GLAE mANI I I —'t 1 sNO:T If ' I IF O®h i I i Rio a u ) E.D. APPLICABLE EXISTING 1--1`a x1EOGc ;� I 9 GUlSS ALTERNATE i i III - I l i 'i i 'EXISTING E I i ANCHOR GTASS�ga LOGITION010x3/4•HEX WASHER HEADOR 1$ I 3/e NN. / IX SCREWS 0 12.O.C. i EDGE OF H \ 7/a um. (SEE E ATICHORS IF I (SEESCHEDULE ON SHEET 13) /APPLICABLE EXISTING u l I I 11 EDGE I F 1 EDGE OF 11 I! SLAB IF G1A55—� I I—� SUB IF j 1/2 1 EDGE OF / APPLICABLE i uN s)W+ala 1 i APPLICABLE E.O. .0- SUB IF . soEAAE p1(SHEET I I APPLICABLE COPOUNCR ED - E CON�CRRETE FLIT HEAD CONCRETE ANCHORS 11 FOR 17AOC 0)A4D u I A POURED _ I REQUIRED REQUIRED (SEE SCHEDULE ON SHEET 14) ! N SIW� O I t --D OR CONCRETEREWIRED D.` E D.�--+ �T HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION (3I HV .WALK—OVER INSTALLATION DAD ONLY FOR UP TO +70, PSF A.S.D. ® HV.FLOOR INSTALLATION t DESIGN PRESSURE RATING &FOR OR SPANS PER 0) BY CEILING INSTALLATION SCHEDULE#3, SHEET 11 EXISTING N'H.SEPARAIgN I I I CONCRETE ANCHORS GLASS--I TO GASS •_ro ' i i (D - (SEE SCHEDULE ON t/Y0 mY Bu1DE1t TAC�-Cow f). rr I.SHEET 75) /w s4ET 11) 1 z 1I I I IXISTING ADVANCED THR7V W EXISTING I EXIS ING---1 TECHNOLOGY OR 7 4.0 PC'AT3SGLASS GLASS Wpl.sP—non 10 GAss I t GLASSm I / I - FASHD49S UPPER+ANCHORS W/ 1/4•\ I=SGImnIE pN'T�11) r I 1' I MAX. I I I 11pL SFPMAII!110 1 1 3/4'WK 13430MIENT O 0' 10 i - i i i i i (��soautlE oN Stur 1q 1 I 1 O.G FOR UP TO fi'-0'SPAN AND .. I n T - ,1 • O.C.FOR SPANS LARGER THAN e'-D'vA1LAPPLv1 FASTM HPAO(Tw.)(3E HOTC tt cN s1atT11 /2' HEAD iFOR Uwun ` J4. giA%. SCREWSCONT.sEA1ANr-J^�14x3/4' HEX MEADJ,' ® 12'O.C. / B i i i i ":..1 y';:, .•.+ TEK SCREWS 09'O.C. , _ �- N� 1 g•_ / f �1/4'0-20%3 s !!! //�� I I OR 1 4'0-20 S.S.M.S. I CONCRETE ANCHORS __ _ dp)+.]� 3/ B14x3/4'S.D.S. i I i i 1/4• t( /• NUSS TS W/NUT®9'O.C. i (SEE SCHEDULE ON n 1 2 1`�' ..a 9'0.C. 1 ___ 1 Nax. 1 �••�. j m2'00��N� 1 _ SHEET 14) - •';. .' . __ _--�7.p. 17 0R 16 { .' fJOSla1C NON SIPoICNRAL 1/2• - Y L 17 R 1 8 2.00�MIN.::° WALL TRIM(DECORUM J, EDGE OF '.•1— E.D. :.: SILL) / •Ii //i SLAB IF \_#14x3/4'F.H.S.D.S. ; MIN. :' 1 7/B' _ i 7/8' / APPLICABLE a O.C. Potmm cONCREfE CONCRETE ANCHORS --SEE NOTE 13(b) �REOUIRED / .D _ POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE SEE HEFT 13(b) D. OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK ..4 � REQUIRED REQUIRED oPTroNa POURED QM KEYSTONE MOUNTING INSTALLATION CONCRETE � HV.`WALL FLOOR INSTALLATION © HV WALL WALK—OVER-INSTALLATION MAXIMUM SSA.DESIGN PRESSURE:+64,-M pM REQUIRED 1AV(INUN SHUTTER SPAN e'-0' �J HV RAINGUARD INSTALLATION t NMI NOTE FOR COMBINATION OF SECTIONS: t THIS INSTALLATION SHALL BE E.O. EDGE DISTANCE REMOVABLE WHEN PERFORNGO 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATIDNS ON SHEET 13) ADJACENT ENTRANCE OPERABLE EXIT BE 6IAAONNSHEETS OF UI9 FOR ASSEMBLY INSTALLATION .DETAILS W/ 0) HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED - -- IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone I�C�w� 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ............js!r ; BERTHA HVTM �...\,\c EN F'.•�'; A S S Accordion Shutter System No.441167�� i L E C O�a�. . ■. ■ ■ Kv. BADE�1 w/OR w/o RV.vnrnaW MADE 120 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV..N DESCRIPTION DAZE OMWN BY: N.P Association Inc. 1 OLD 17-107 x 2D2 DATE: 7 z 2020 �'' STATE f = e3ss N.W.3a1n sE,s<..3D7,MRcp+u GARDEns tlnww ails // // s 9'A• S Phone:(305)971-1530.Fax:(305)871-1531 4268 Westraads Drive 2 mpca�000s7lelppm West Palm Beach. FL 33407 3 DRAWING 2� 64 Wg6FLORIDA u 4i17 5 SHETLN `SEAT/SIGNATURE/DATE 7 OF 20 `f INSTALLATIONS W/ (I H V SEE NOTES ON LOCKING RODS .HV LOCKS®or OUT gp• I N EXISTING CUSS **AND ALTERNATE HI LOCK®ON11 SHEET 7. BLADE SLAM DETAIL HW IS VAUD FOR ALL BLADE WZ HV CENTERMATES CENTERMATES APPLICATION WITH BLADED OR SEE END WALL CONNECTION 1O+�s�+©• 3 1©+©°R EXISTING GLASS S Q $ q O © © © 00 ——————-[ 2-.2•xt/8'x0'-0 8 * 8 aR 9• 19+ 5 3 1/4' 7• 6 1/2' 7- (6063-T6 ALL01)ALUN. OPPOSING ANGLE w/(z) 1/4•0 TAPcoN t/z' �+®+® SYMMETRYCAL ANCHORS TO CONCRETE I- CENTERMATES (TOP/BDTroM)k 810.3/4•S.M.S.® 12• ��� CENTERMATES /�yc MIN. CLASS A SS (4)810x1/2•S.M.S.TO TUBE i O.C.FULL LENCHi. ---/ HV LOCK c Or IlS) W/ HV LOCK W O Q To CLASS AT EACH ANGLE(TYP) iv * * * Z ONESHEEET 11) INL:gkl J i --------- - - ----- ---- - --- ------ ---- - --- - ----- 5 90 1/I Z. 2 q O ��®�©•CDR®�10+Qm O ® OUT �a HVB ® " HVC HVAa oR 6 • ] w a 1 Q • 3 x^ TTT---POURED CONCRETE OR ©•O•©�©,O, 8 ml 1D+��©•���+©� EXISTING CLASS I CONCRETE BLOCK WALL REGED s+ a�1 ewe + aRI 2---------------- ---- --- --- i EXISTING O © O O ® SYMMETRICAL IN �'Q+Q�R�+t�7 PG Ass 8 + 8 a 9+ 3 aR 1 s�-j �EwsnNc CENTERMATES 1:!6 s, MINTG SEPARATION 0 0 0 0 O ®��•®�Oa •O� 5 - - GLASS m * (SEE HE ®�® J HV OPTIONAL a • a 9+ 19• $ ON SHEET 11) MIN. SEPARATION * (INTERIOR) TO GLASS � ® 3 ®+® -- (SEE SCHEDULE I N OPTIONAL - - - - - ---� ON SHEET 11)- (INTERIOR) _ _ ------ ------ -------- OUT - I CONCRETE, --------- ----C \ - * OJ 1 1 1 /�c16 o.c .1 GJ ®°• * COS VARIES Ly K/-TV-� *®�, ® a, ® OUT 6 1/2'MAX. SLACK OUT 0 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ��l''u(�ll�lll (4GJ/A 02020 TILTECO•INC. 02020 EASTERN METAL SUPPLY. INC. <</ BERTHA HVTM S S Accordion Shutter System V No.44 67 E C O N�. ■ ■ ■ ■ H.V.aADDE#1 W/OR W/O H.V.WINIM BLADE = TILUT TESTING do ENGINEERING COMPANY American Shutter Systems iEV.N. DESCRIPTION DATE DRAWN BY: MP STATE F a�ZO�LO 6355 N.W.3m.St.Sta.3w.vmwm Owom r1DR10A 3316 Association, Inc. 1 OLD 17-107 /2/202 DATE 7/z 2ozo Z�•. Phone:(305)871-1530.Firs:(305)871-1531 4268 Westroads Drive z DRAWING No %OG• /'(pRI P e-man:hTLaaaoaal.�an West Palrn Beach, FL 33407 3 20-1 64 '/''''�•,`,s,/ONLAL SEAL/SIGNATURE/DATE W�ALTER A. 0 44167 5 SHEET 6 8 OF 20 ALTERNATE INS N WZHV "T" LOCK HV MALE/FEMALE 'IT" LOCKS CENTERMATES _S 9 & LOCKERS at W/,M HV BLADE SEE END CONNECTION DETAILS ON SHEETS�1}0,,/R 1e INSTALLATION n HV BLADE NC GLASS OUT w IN i�� MADEpypON DETAIL HW.INDrwTED oN SHEET 8, W! HD CENTERMATES ® O O O ®w AS WELL AS IA/IVatSLL FLOATING MADE®DETAIL NALTERN . 8 w 10• INDICATED ON THIS SHEET,MAY BE USED WITH THIS ALTERNATE `10•®w®'®w©•®w INSTALLATION DEmL roc SHOWN IN THIS SHEET. DETAILS ON SHEE75N10 R�1s ®•®mO•®w®•®w (60W-T6 F11DY)AWY, ANQE W/2)1/t'/TAPCON An QGr1/BDTE t) L---------- — (aP�O— 4 3aPIT0Hx)— _— (4)BIOs1/2-SALS.T`0•nsE 5 I /I OO/CS.YS.012• ©----------�-- —_--------r ---------_ Q EACH ANIXE.(ttP) O.C.FW.LENOHT. e 30 HV "T" FIN O (4)H(ttP.) IN °NS"mpl / Ya.Sao,Rmoa PIN LOCK INSIDE 'e T 7/46 `'° �"j ero /•' 6/6 \ 5 1 28 29 t 1 1 a a/e• 5 • OUT 31 OR� 31 oR 32 31 oRQ/ 31 oR 32 Tn- 51/4" 0-20 x 1 1/2" S.S.M.S. 4 (OPTIONAL) SEE NOTE 6 FOR HV LOCK J�, x 7/8"0 x 3/32WINGNUT. DB—HVB OUT HOC—HVC r LOCK,ON SHEET s. SYMMETRICAL HD CENTERMATES 130 HV "T" LOCK (OUTSIDE) � SYMME_T/.RICAL-HD CENTERMATES � (� LOCK (INTERIOR)' -I-SEi�ES 6I41 ALUMINUM HVG* W/ (R! LOCK (EXTERIOR) (2024-T3 ALLOY)UJ1OE FLANGE THIN ®w®w©•OwOv 1Q•®w SHEET NUISEffl,FACTUR PART/0820' 10•®w®•®w®•®w AS ET MANUFACTURED RT,AVVEL,0`2 CHERRY TEVORN.PARSIPPM.NEW JERSEY 07034 OR EQUAL ©•O•©m©•O•®w ---------- •®w1®•�8wO6�®w 6•®mQ9•®w®'�aQ•® (D }SEE NOIE9 ON Loo wo RODS®a NO®LOOG ON SHEET 3 *uwmr rUOATWG SLAOE0 DRML NOO-MV 6 VNJO N'OR ALL CEN1FNlAl6 APPUCRIIONS MIIH OLME(D M. HDD—HVD� FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane �p)llilll SN��� 02020 TILTECO.INC. ®2020 EASTERN METAL SUPPLY,INC. ,...:.... ,, BERTHA HVTM ?�,P.'\�CENS • P IL. E C O �1�1:. �.S.S.A■ Accordion Shutter System N0,441 7 - H•V. BADE#1 W/OR W/O H.V.WINDOW BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N. DESCRIPTION DATE DRAWN BY: N.P it * �iLd Association, Inc. 1 OLD n-To7 /z/zoz OATH T/z/zozo r_ 6355 N.W.76N.S4,file.303 WRO NU GARDENS.RAWDA 3316 i O'•, STATE Phone:(3Gs)671-1530.Fax:(305)671-1531 4268 Westroads Drive 2 DRAWING No "-mo bo�-.. .cow West Palm Beach, FL 33407 3 CA-�i,, '•.. �``l WALTER A iILLrT J67 9,P.E. ..4-- 20-1 64 �''�i�sS�ONA ��`�SFJ(L/SIGNATURE/DATE FLORIOA L-If"167 a SHEET 6 9 OF 20 POURED CONCRETE OR r—POURED CONCRETE - POURED CONCRETE CURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED , BLOCK WALL REQUIRED BLOCK WALL REQUIRED - /—IXISTING GLASS EXISTING GLASS . CONCRETE ANCHOR EXISTING GLASS / —'I-— - 2•MIN EXISTING GLASS O 16"O.C. I JJJ 2"MIN. — ) ATN. LASSSEPA(SEEATION r— - 1' - �j TO GLASS(SEE aN SEPARATIN 1AN.�Arunaa SCHEDULE oN SHEET ro anSS( MR s r nav EO EO TO GLASS(SEE 11 FOR MADE®AND I 70 BASS(SEE t SCHEDULE ON SHEET 1/16"x3•MAX. ON SHEET 19 FOR SHEET 1 t 1 I 1/2 FOR BLADE 0AND (6063-46) CONT. BLADES Q k(a11 FOR MA9E SAND 1 SCHEDULEM/a0E®AND ON SHEET 19 FOR ALUM. CLOSER N SHEET 19 F,X2 ° ON SHEET 19 FOR EITHER 510E (LOCATE AT @ BLAUUi(1) Tj1 PLATE. (LOCATE +/2° II/ ` MHO&� MAOFfa m k®OF SO) AT EITHER SIDE IN \ 1 1/2'MIN. °F®) /� I i USE 1°OR 2'MAX. �,1ox1/2'S.M.S. 810x1/2°S.M.S.�J I ----- (AS APPucnBLE)x2'x1/B".O•A1712*® 16'O.C. � 0 16'O.C. I _—_—_ ALUMINUM CUP ANGLE 4 (6063-T6 ALLOY)AT MIOHEITo WALL AT i'O.CN(LOCATE RAT S` S DE CONNECTI°� i OR & EITHER SIDE OF®)0R ® SEE DETAIL X FOR J OR & TO TRACKSSIDE CONNECTION _ �m©. 7OmQ {0.®m SEEDETAIL XFO ®m©•O7 m0_�•®m ©m m 6• 7^�8 10•®m TO TRACKS m m 6 7 m 8 f0•®m �O a®m®•®m®•©m SIDE C ONTRACKS `./ �10 a®m©•�©"•"©V"m 10 o-&IOm©•©m 10 ®m© Qom®®m L©•p•®m©•p•®m 6 © O ©m©•O•®m ©•p•©m©•p•®m ®.®m®.®mp.®m Q.p. ®•®'®•®'�•®m ®•®mom•®m®•®m a• , ®•®m®•®"®•®m �•®m0•®mom•®m®•® p•®m®•®m�.®mom � ®m®•®m®•®m®•® ®•®m®•®°'�•®mom END CONNECTION DETAIL 01 END CONNECTION DETAIL 2� END CONNECTION DETAIL END CONNECTION DETAIL • 0•REQUIRED ONLY FOR SPANS GREATER THAN 12'- �-POURED CONCRETE OR EXISTING EXISTING GLASS CONCRETE BLOCK WALL / GLASS 4 REQUIRED �- MIN.SEPARATION #16 1/2"S.M.; TO MASS(SEE � ® ,s' AK sFrARAnaN Y �y------ -=______- SaEDIAE ON SHEET \ To CLASS(SEE D ___ _ _ _ -------- ON ©OR®°R(q OR 11 FOR BLADE QAND CONCRETE 1/2°MIN. _ SHE�119`FOR ANCHOR® 11 FOR�Q) ® ___________ ____ Q ORQ°R(90R(3 CONCRETE Q�1 12'O.C. ON SHEEP 18 FOR ANCHOR -/ I EO / tJ H �& ® - OR@ ® 16' 1 2'MIN. T- / 4 y -1/2-MIN. ® L ED OR®ORQOR 2'MIN. ♦ SEE UM AT1ONS OF USE FOR VIEW Y J - BLADE 1A ON SHEET 19 @OR@OR(90R(50R@ / 7OR 1 OR O PLAN ®' DETAIL X ®m0 OmOmO ® ®m© END INSTALLATION POURED CONCRETE OR 6 10• m �m®m©•�©•®m CONCRETE BLOCK WALL 0- REOUIRED ®'©'®°'©•©m ©•O•©m©•O•®m 1 HV BLADE OR TB WINDOW BLADE INTO ®•®m©•®ap•®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 p•®m®•®m� ®m®.® END CONNECTION DETAIL© 80 ®m® ®ap® FlOMDA BUILDING CODE Non High Velocity Hurricane Zone, ®2020 TILIECO,INC. 02020 EASTERN METAL SUPPLY, INC. ``���tl �, /•}14y�'' 8141 �■�.�■�. BERTHA HVTM L E C O . Accordion Shutter System No.44 67 H.V. BADE#1 W/OR W/0 Kv WINDOW BLADE * TILLIT TESTING do ENGINEERING COMPANY American Shaffer Systems Y Y.H DescRwnDr1 wTs DRAWN Br: M.P. q' STATE F 6JSS N.W.36N.St..Ste.JCS,tT 4TNA GARDENS,naPow J318 Association, Inc. 1 OLD 17-107 /2/202 DATE. 7/2/2020 Phone:(305)871-1530.Fax:(305)871-153I 4268 Westroads Drive 2 DRAWING No P •k. a-mall:tiltecooaal.eem West Palm Beach, FL 33407 3 oRt CA-0006719 20-164 on Uc 1 u167 5 SHEET AFnnun{A�` SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN' %+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION ND CENTERMATES.® &® or or INSTALLATIONS W/ J yy CONCRETE & W/ ONE H.V. LOCK ® or ® or or CENT ERA & W/ ONE HV LOCKS MANSORY WOOD (1) L+: MAXIMUM ALLOWABLE ABLEPRES SPAN FOR GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or® OR W/ NO LOCKING WALL A, B, C, D, E, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®& ®W/ ONE HV "T" W/ NO LOCKNG RODS ® M, N, , P, Q, A.S.D. DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) RODS MOUNTING F, K & L R, S, &V. (VALID FOR MOUNTING Q BOTTOM (SEE NOTES ALL SHEET 7) FLOOR/CEILING G. H. 1, I1, J T. U. W & X WALL MOUNTINGS PROCEDURE T(TOP/B(TOP/BOTTOM) ORMINE MUM SPAN FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS CONCRETE h W000 CONCRETE MOUNTING & M A.S.D.D SI S GN AMAOMUM UD 06rcw I n S A.s`JDW�vcN INSTALLATIONS - GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEIUNG PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. RAMG MOUNTING RATINc h RATIO FLOOR/CEtUNG MOUNTING GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, (pOR (pOR FLOOR/CEILING MOUNTING (P..0 OR (+OR-) _ (.OR-> I.OR-) FLOOR ALL MOUNTING DETERMINE MAXIMUM SPAN °L-"FROM SCHEDULE. L i (ft) L-(fl) L+ (D) L-(R) _ L 1 (ft) L-(ft) L+,(M1) L-(s) b MAXIMUM SHUTTER SPAN °L+`OR'L-"FOR 30 OR LE I6'-0" 16'-o° 16'-0" 16'-0' 30 16'-0" 16'-0" 30 16'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 Psf.A.S.D.DESIGN PRESSURE RATING. I DETERMINED SPAN BETWEEN L+'AND L-'. 35 14'-10" 14'-10" 15'-2° 16'-0" 35 14'-10" 14'-10" JS 15'-2' 16'-10' 40 13'-10' 13'-10" 14'-2' 15•-2' 40 13'-10' 13'-10" 40 14'-2" 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 COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 72'-5' 12'-5" 12'-8" 13'-7" 50 12'-5' 12'-5" 50 12'-3` 13--1- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' IV-10" 12'-1' 12'-11' 55 1V-10" 11'-10" 55 11'-1" 11-I1" SHALL BE AS INDICATED ON MANDATORY CONDITION 02 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11,-4" 11'-4" 1V-7' 12'-4' 60 11'-4' 11'-4' 60 10'-2' 10'-11" NOTE�5, SHEET 5. RATING: 65 10'-10` 10'-10° 11'-1' 11'-11" 65 10'-10" IO.-10' 65 9'-5' 10,-1" DETERMINE: 70 10'-6" 10'-6" 10'-9" 11'-5 70 10'-6' 10'-6' 70 8'-9° 9-q' - L7+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1' fo'-I" 10'-4" 1V-1" 75 10'-1' 10'-1" 75 - 8'-9' ttEXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR INSTALLATIONS. 80 9'-10' 9'-1 D" 10'-0' 10'-9 80 W-10' 9'-10" 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR 85 9'-6" 9'-8" W-9" 10'-5"' 85 9'-6' 9"-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE SHALL BE LIMITED AS FOLLOWS: RATING: 90 9'-3" 9'-3" 9'-5" 10'-1' 90 9'-3" 9'-3` DETERMINE: i- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0' 8'-9' 9'-2` 9'-t0' 95 9'-0' 8'-9' L7-> MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMBED TO +64,-72 p.s.f. AND B'-O' SPAN, SEE L2 MAX. SPAN FOR FLOOR CLUNG MOUNTING 100 8'-9' 8'-4' 9'-0' 9'-7" 100 8'-9' W-4' MOUNTING MOON SHEET 7. INSTALLATIONS. / 105 8'-7' 7'-11" 8'-9' 9'-4- 105 8'-7' 7'-11' 110 8'-4" 7'-7' 8'-7' 9'-2' 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7'-3" 8'-4" W-11' 115 1'-2" 7-3` MINIMUM BETWEEN 'LI+", "L2+', "L7-'AND 'L2-' 120 8• 6'-11" B'-2" W-9. 120 B'—D" 6"-11• SEPARATION TO TO GLASS SCHEDULE (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10° 6'-8" 8'-0" 8'-5' 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10' W-1' 130 7'-8" 6'-5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'-9" 7'-9" 135 7'-7" 6'-2• WIND ZONE SPACING. 140 7•-5• 5'-11" 7'-7'_ 7'-e' 140 7'-5• 5'-11' ASTM E-1996 SEPARATION 145 7'-3- 5'-9" 7'-5" 7'-3" 145 7'-3" 5'-9- TO GLASS 150 7'-2" 5'-7" 7'-4" 7'-0' 150 7'-2' 5'-7' 155 7'-0- 5'-5' 7'-2" 6'-9" 155 7'-0' V-5- 1 THRU 3 1" 160 6'-11' S'-2' T-1' 6'-T, 160 W-11" 5'-2' 165 6'-10" 5'-1" 7'-0- 6'-4' 165 6'-10' 5'-1' 170 6'-9" 4'-11" 6'-11' 6•-2' 170 fi'-9" 4'-11" 1 -T 4'-9' 6'-9" 6'-0` 1 6'-7` 4'-9 � H V BLADE 180 80 W 8'-6' 4'-8" 6'-8" 5'-10' 180 B0 4'-8" 185 6'-5° 4'-6' 6'-7" 5'-8" 185 6'-5" 4•-6' 19D 6'-4" 4'-5" 6•-6' 5'-6" 190 6'-4" 4'-5" 195 6-3" 4'-3" 6'-5" 5'-5" 195 6'-3" 4'-3" 200 6•-2' 4'-2" 6'-4" V-3' 205 s'-1" 4'-1" 6'-3` W-1° 205 6'-1` 4•-1' ROIIIDA BUILDING CODE(Non High Velocity Hurricane Zone' ! 11 L I IIT/Y 02020 TILTECO,INC. @2020 EASTERN MErAL SUPPLY.ANC. BERTHA H\/T1a No `'�'� A S S A Accordion Shutter System V E C O 1 N c. H.V. BADE#1 W/OR W/0 H.V.WINDOW BADE •' No. 1 American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:MLCW: G. *: TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I _ OLD 17-107 7/2/20M DATE: 7/2/2020 0355 NW.ism.SL.St&30.VRIGINM GNRDEWS,FLORIDA 3316 4266 WEStfOO(IS Drive 2 "a•• STA OF Phone:(305)e71-tss0.Fox:(s0s)en-ts3T DRAWING No ' o-. fl;tllteeoeeel.eem West Palm Beach;FL 33407 3 20-1 64 Qc"• FCO 110' 40 Tt.. CA-0006719 �Q (C' ! WALTER A TILUT Jr.P.E. 4 YON .L�;L/SIGNATURE/DATE FLORIDA uo.g ASSIST s SHEET s 11 OF 20 MAXIMUM ANCHOR* �AC!NG (jp,) SCHEDULE A GM MAX, SHUM SPAN, CO A.S.D. DESIGN NEGATIVE PRESSURE ReTING AND A RRESPONDING MOUNTING TYPE FOR CONCRIN ETE Qg GONGRET> ANCHORS SPACING LEGEND •END _ ,POURED CONCRETE - I.11DUNlwrs A e.c,D AND DN 6NEE7 6 POURED.CON CONCRETE BLOCK TAPCON OR SPAN W/A WALL HEADER MOUNTING A WALL HEADER MOUNTING ®WALL HFADEFt MOUNTING (OWALL SILL OUNTING D WALL S61 OVNIING C k WALL HEADER/SILL TAPCON WITH ADVANCED W/ HT 4 W/ W/ MOUNTING THREADFORM TECHNOLOGY (n) Asa D6DN NIDONE PIZESg1fE RAW A.SA DM W MINIM PRESS E 9ATM, ASD.DESCH NWK PREMI E RUM ASD.DL�1 NIMM RRE41AtE R06N A510.Dt31W KIDAINE PRFSG9E RATM A.S.D.PERM NINUNE PRMSURE RAT11G W, ALL POINTS SOLID-SET 30 10 80 75 BO 120 180 205 30 40 60 75' 90 120 160 205 30 40' 60 75 BO 120 100 2W 30 40 60 -75 90 120 160 205 ]0 40 60 7S 90 120 160 205 30 40 BD 7S 90 120 160 205 BLUE TAP 14 12 iD 8 a 0 e 6 ,4 12 ,0 9 8 e 6 6 14 12' 10 9 8 8 e 14 12 10 9 a 6 B 14 12 10 e 6 e 6 &5 B -8 6 a 8 B 7 5.5 3'-0- 14 12 10 9 8 8 6 6 14 12 10 9 B B 6 8 14 12 10 9' B B 6 6 14 12 10 0 8 8 8 0 14 12 10 9 B a 6 8 B 8 B B 8 8 B 8 TAPPER+ OR 14 12 10 8 5 6 8 5 1! 12 ,0 9 a a e 0 f4 12 10 9 8 B 8 8 14 12 10 B a 5 6 ] 1{ 12 10 9 B 0 8 6'. a e a 8 8 8 a 6,5 --- 14 12 10 9 8 8 6 9 74 12 t0 9 0 8 6, 6 14 12 f0 9 6 e 0 6 14 12 10 9 6 8 8 - 14 12 10 9 a 8 6 e 5 5 B 0 e a 6 7 14 12 10 B 0 6 6 ! 14 12 10 B a B '8 8 14 12 10 0 -B a 8 8 14 12 10 9 6 7 - 14 12 10 9 8 7 55 - 8 e, a B B 7 b.5 4 4•-0- 14 12 10 9 B B B 4 f4 12 10 9 8 B 6 B 14 12 10 D B 8 6 6 14 12 10 0 8 a 5.5 - 14 12 10 B a s B 8 B e p e 0 6 8 5 14 12 10 9 8 a ,.5 - 14 12 10 9 8 D 8 4 14 12 10 D B a, 6 6 14 12 10 B 8 8 - f4 12 10 D B B 6 a e e a a e 65 5 14 12 10 '9 8 0 6 4 14 12 10 9 5 8 6 6 14 12 f0 9 B 6 0 6 14 12 10 9 a a 14 12 10 9 p 8 B B a 0 a e a 7 55 14 12 10 9 B 8 45 - 14 12 10 B 8 6 B 3.5 14 12 10 9 0 8 6 fi 14 12 10 B 73 - - - 14 12 10 9 7.5 0.5 - - B B e 8 73 53 , 3 14 12 10 9 e B 43 14 12 10 9 B 8 0 JS 14 12 10 9 8 8 8 6 1{ 12 10 B •B 7 - - 14 12 10 B 8 6 6 - 5 e 5 B e B B a' * SEE ANCHOR 5'-0' 14 12 10 9 8 SS - 14 12 10 e a 6 45 - 1, 12 f0 9 e 0 a S 1! 12 f0 9 B t3 - - 14 12 10 B 9 7 - - 8 .B ,D 5 B 7 S 4 SPECIFICATIONS 1{ 12 10 0 8 B '4 - U 12 f0 9- 8 B, '8 JS 14 12 10 9 8 8 8 6 14 12 10 9 8 - 14. 12 10 9 B 7.5 - - a a a a 5 7.5 55 4 ON SHEET 13 14 12 10 B p 55 J - 1{ 12 10 9 8 p 15 - 14 12 10 9 0 e e B 1! 12 9.5 7S 4 - 14 12 93 7.5 6S 338 8 8 7S 0.5 4S JS14 12 10 9 8 55 - - 14 12 10 9 8 a 4.5 - 14 12 10 B p 6 6 6 14 12 10 9 8 14 12 10 9 a a 4 - 8 8 8 6 a4 12 10 B 0 3 - - 14 12 f0 9 e 8 - - 1! 12 f0 9 5 0 S5 3.5 14 12 1D 9 4.5 - 14 12 10 9 73 4 B 8 8 B 7.5 55 4 3 14 12 fO 9 e 5 - - 14 12 10 9 a B 4 - 14 12 10 9 9 8 8 5.5 1{ 12 1D 9 5 - 14 12 10 B B 45 - B a 8 0 0 6 45 - 14 12 10 9 8 4 - 14 12 10 9 B 65 ] - 14' 12 10 9 0 5 6 - 14 12 8 43 - - 14 12 B 65 5S - B 6 e 85 55 4 3 7,-0- 14 12 10 B 8 4.. - - 14 12 f0 9 5 63 3 - 14 12 10 9 a e 6 - 14 12 10 9 a - - - 14 12 10 5 a 7 - - E 8 B B a B 7.5 6 14 12 10 9 4.5 - - 14 12 10 9 8 ! - 74 12 10, 9 p 7 4 - 14 ,2 10 S - t4 12 10 p 8- - _ B B B S BS p 36 14 12 10 D 75 75 - - 14 12,10 9 B 6 - 14 12 10 9 8 p B' 14 12 10 6 - 14 12 10 a.5 7 8 0 B B 7 5 4 74 1�1 9 53- 3 - 14 12 10 9 B 4S - - U 12 10 B 6 e - 14 11 7 - 14 11 7 5.513.5 - 8 9 7 5.6 45 J5 - 14 B 55 - - - 14 12 10 ,9 0 45 - - /4 12 10 9 B 9 - 14 12 10 7 4 = - 14 12 10 9 8 3 - - 8 5 B a 'B 7S 7 4 8'-0- 14 5S 3 - - - 14 12 10 9 a-�- - - 14 12 10 9 5 5.5 - - 14 12 85 3 - - - 14 12 0.5 7 4 - - - a 8 8 7 55 { J - ♦SEE LIMITATIONS OF USE FOR /4 9 5 - 1! 12 10 ''9i B 4 - 14 12 10 9 8 .e - 14 12 9.5 - - 14 12 95 7.5 45 - a a a 75 0 4S - BLADE(BON SHEET 19 14 12 f 0 65 4.5 - - 14 12 10 9 7.5 - 14 12 10 9 0- - 13 93 4. - - - - - 13 95 6.5 5 -I 8 B 65 5 4- ] 14 12 10 615 4,,_ - - 14 12 10 9. .5 - - - % 12 10 9 8 - - - 14 12 10 5 - - - - 14 12 10 .9 5.6 - - - 8 5. a e e 65 a 3 14 12 a.5 4 _ - 14'12 10 9 4.5 - - 14 12 10 9 75__ - 14 11.5.4.5 - - 14 11.5 75 6 _ p 8 7S 8 5 4 14 12 10 a 4 - 14 12 10 9 7 14 12 10 9 8 - 14 12 5 - 14 12 8 T5 - B e 5 85 55 4 14 12 95 6 35 - - - ,! 72 10 9 53 - - N 12 10 9 6 1.5 0.5 - - - - - ,5 0.5 53 - - - - 0 p 55 4S S3 - - - 10�-0- ,4 12 .S 5 J.5. - - - 14 12 10 9 5.5 - - - 14 12 10 9 5 - - - 14 12 7 - - - - - 14 12 f0 75 5 - - - B 5 8 8 a 7.5 4.5 - 14 12 55 3 - - 14 12 10 8 3 - 14 12 10 8 '8 - 14 105 3 - 14 IDA 7,3-5 - _ 8 a 7 �5.5 45.35 14 12- 8 45 3 - - 14 12 10' B. 5 - - 14 12 10 9 B - 14 11 - - _ - 14 11 7.p - B B 75 8 5 14 12 7 - - - - - 14 12 10 - - - - - 14' '12 10 - - - - 05 8 - - - - - 105 5 5 - - 8' B 5 4 35 - - - 11--0- 14 12 7 - - - - - 14 12 f0 - - - - - 14 12 f0 - - - - 14 12 5 - - - - - 14 12 10 - - - - - 8 8 B B 8 _7 J.5 - 14 12 4 - - 14 /2 f0 - - 14 12 iD - _ - 23 915 - 23 03 6 6 9 6 5 4._3 14 12-BS - - - - 14 12 10 - - - - 14 12 10 - 35 f0 - - - - - - 14 f0 7 - - - - - 8 8 .7 55 4.5 - - 14 12 5,5 - - _ - 14 12 tD - - 1♦ 12 10 - - - - 9.5 7 -I- - - _ - 9.5 7 J.9 _ - - - - e 7 a.5 S5 3 - - 14 /2 5.5 - - - 14 12 10 - - - - - 14 12 10 - - - - 14 12 4, - - - - - 14 12 10 - - - - - 9 B' a B a, 6 3 12•-0- 14 12 3 - - - - 14 12 8 - - 14 12 10 11.5 115 - - 115 11.5 4 a 6 55 4.5 4 - - 14 12 5 - - - - - 14 12 10 - - - - - ,4 12 10 - - - - - 2515 - - - - - - 35 is 4.5 - a- a 6. 5 4 - _ _ � HV BLADE OR n HV BLADE 14 12 - - - 14 12 - 14 12 - 9 45 - 9 85 - a 63 ,3 3.9 3 ,3•-0- 14 12 - - - - - - 14 12 - - - - - - 1, 12 - __ - __ l4 ,2 - - - _ - - 14 12 - - - - - - a 8, 5 4 a as = = W. ,1 HV. WINDOW BLADE 14 10 - - - - - - 14 12 - - - - - - 14 12 - - - - - 0S 55 - - - - - - G3,8 - - - - - p B 5 4 3S - - - 14 12 - - - - 14 12 - 14 12 - 1.3 9 15 5S - 8 8 SS 45 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 8 3- - - - - - - a 6 - - - - - - 8 6 4 3 - _ - - WORKING IN UNISON 14'-0- I4 12 - - - - - - 14 12 - - - - - 14 12 - - - - - - 14 9 - - - - _14 12 - - - - - 8 e 6 5 7.54 - 14 7 - - _ - 14 12 - - 14 12 - - 10 4 10 73 - E 7.5 S 4 3 14 11S - 14 12 � - - - - 14 12 - - - - - - 0.5 4 - - - - - - 105 e - - - - - 6 e 5 4 - - - ,4 - - - - - - - 14 - - - - - - - 14 - - - - - - 7.5 - - - - - - - 7.5 - - - - - - - 75 SS JS 3 - - - 15�-0- 14 __ - - - - 14 - - - - - 1! - - - - - 14 - - - - - - 14 - - - - - - 14 - - 14 - _ - 14 - 9 _ _ _ _ _ _ D 6 a . 7 7 3S- - - - - _ _ _ __ _ _D 7 43 33 3 - - 14 - - - - - 10 - - - - - - 10 - - - - - - B 7.5 5 4 - - - - 14 - - _ _ _ _ _ lq _ _ _ _ _ _ _ 14 _ _ _ _ _ _ 7 - - - _ _ _ _ 7 - - _ _ _ - - 7 5.5 35 _ - - - - 16�-0- 14 - _ _ _ _ lq _ _ _ _ _ _ 14 _ _ _ _ _ _ _-. 1q _ _ _ _ _ _ tq _ _ _ _ _ _ 8 8 8 75.6 14 - - - - - 14 - - 14 - B B a BS 4 J5 - " - - - - - - - " - --I- - - - 14 - - - - - - - 0.5 - - - - - - - 95 - - - - - - - 0 ' .s - - - - =FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111J'low`H�,, 0202D MTECO,INC. 02020 EASTERN NErAL SUPPLY, INC. T�I�l1l rr�J BERTHA HVTM �CEN J�'- A�S,S�A, Accordion Shutter System No.441 FLV EUM#1 W/OR W/0 liv WINDOW BLAME __* * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ,N DESCRIPTION DATE DRAWN BY: UP /2/20z 0 GMS 1LW.36tA.SL;S '305.VRGRaA GARDENS.R.OM A.3316 AesaalatlonA Inc. I OLD 17-107 GATE: 7/z/202 -O'• STATE Ph-:(305)871-1530.F-:(305)871-1531 4268 Westroods Drive z �•'• ����LO/� 4-mqn:une.�6a.rAm DRAWING No '4�,t•'• F�ORI ••��`� rA-00O6719 West Palm Beach, FL 33407 3 20-164 �3'-�i WALTER A.null Jr.P.E. 4 SHEET ''''isS1ONA1 1A``�SEAL/SIGNATURE/DATE °R®A ue.Y 44167 5 e 12 OF 20 ANCHOR*MAXIMUM SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGAM PRESSURE RATING AND A CORR[SPONOOIG MQI=NG TYPE FOR ODNCRETE OR T= (SEE MOUNTINGS E,G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONGRetwCoNcRETE BIDCK POURED OONOIETE (A) TO fD(ISTING POURED CONCRETE(Min.fc-3 Wn MMMUM @WALL SILL MOUNTING ©CEIUNG MOUNTING H@FLOOR MOUNTING - 1/4.0 TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(W..tc 3 kei) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.foe 3 koQ (10kS.D.DF9GN NMATWE PRtSSIK RADIO �DUM KTMOBE IRL4IAE kS.1X DESIGN KEGATNE PFZ=RAON^v019 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.fc m 2 koi) 30 4O 60 76 90 120 160 205 30 40 60 175 90 120 160 205 30 40 80 75 BO 120 160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.fc-3 kaE 14 12 10 9 e e e 5-5 1412 10 9 8 e e 6 14 t2 10 e e B 6 6 THREADFORM TECHNOLOGY ( ) 3'-0' 14 12 10 9 B e e 8 14 12 10 ,9 B 8 6 8 14 12 10 9 8 e e 6 ALL POINTS SOUD-SET NOTES: OR 14 12 10 D B 8 B B 14 12 10 B 0 B 6 e I4 12 10 9 e B 6 6 BLUE TAP W/GIP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 9 6 . 7 14 12 10 9 E 0 e e N 12 10 9 0 8 6 6 ANCHDRS IS 1 3 4 AND FOR BLUE TAP W CAP ANCHORS IS 1 1/2'. 14 12 10 9 B 7 SS 3.5 14 12 10 0 8 B 6 B 14 12 10 9 B B 6 S TAPPER+ /,• / , 14 12 10 0 6 8 e e 14 12 10 9 6 6 e 8 14 12 10 4 8 8 6 5.5 -- A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 e B s 4 14 12 10 9 e e 6 4.5 14 12 10 e e 6 4 3,5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE t 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 6 8 6 4.5 14 12 10 9 8 B 8 &5 14 12 10 9 8 8 4 45 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.515.5 3} - 14 12 10 9 e e e 5 14 12 10 B 6 7 5.5 4 •SEE U AIMS OF USE FDR 5._O. 14 12 1D 9 B 6 6 e 14 12 10 e e B 6 5.6 14 12 f0 9 B e s 4b 9l/DE�i ON SNFLT 19 13)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 TO- 9 8 7 4 = 14 12 10 9 8 0.5 5 35 14 12 IO 8 BS 5 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 73 43 - 14 12 10 9 8 e e 43 14 12 10 9 e a 45 75 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR dF5 WITH OR WITHOUT METAL STUDS CONSULT THIS ENGR.7ER.FOR 14. 12 9.5 7.510.5 45 - - 14 12 f0 8 e 73 33 ♦ 14 12 IO U B 6 4.5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6,-0' 14 12 10 9 8 B e - 14 12 10 9 8 B B 5 14 12 10 9 8 e5 5 3b 14 12 10 9 7} 53 3 - 14 12 10 0.5 7 5.5 4 3 1{ 12 8 63 53 4 3 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 8 e - - 14 12 10 9 e 3.5 5 3,75 i4 12 10 es e 5 4 - - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 a BS 5.9 3 - 14 12 10 9 8 BS 4.5 3S I 10 B 7 5 3.5 3 - 1/410 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. �,_p. 14 12 f0 9 e e - = 14 12 10 e e 7 s 4 f0 D 73 SS 4 3 - 1/4'0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC, 14 12 10 B BS 4 - 14 12 B 7b a 4.5 3.5 - 7 SS 4S 33 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 10 ". 7 4 - 14 12 10 9 73 S5 4 - 0 7 7.5 45 - _ OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED YBTM THE AMERIGW SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 45 - - - 14 12 10 B 75 5-5 4 - 9 7 e I- 3:_ NOTES: 14 12 10 8 8 6.5 - - 14 12 10 9 8 8 4 - 10 8 65 5 3S 8�-0' B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,OWE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON f1 12 e} 7 5.5 3 - - 14 12 8 6.S 9.3 4 3 - 8 9 4 3 - - WITH ADVANCED THRFAOFDRM TECHNOLOGY ANCHORS IS 1'_12 9.5 7.5 6 - 14 12 9.5 B B5 5 - e e B5 4 13 9S 65 5 !} - - - 14 12 10 B 8S 5 - - 14 12 a 6. 5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 11 12 10 9 B - - - 14 12 10 9 7b 4.5 - - 14 12 05 7 5.5 { - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.THS1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 113 73 e 4 - - - 14 11 7 55 3 3.5 - - 11 a 55 43 35 - - - EXIST,AND 1'MINRdl1M FOR WALLS WTRi NO STUCCO. 14 12 D 85 41 - - - 14L12 15 7 55 4 - - 14 10.5 7 55 6 45 - - IS &5 5S 4 - - - - 14 9 7 e _5 - - 14 11 7 53 4} 33 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR• 14 12 f0 0 7S - - - 14 10 s BS 5 - = 14 12 8 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 105 7 5 3-B - - - 12 ea 5 4 3 - - 10 75 5 s 3 - - - NOTES B.1)&B,2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.1{ 17 73 55 - - 14 9 8 5 4 - 125 B.5 6 5. 4 4 FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. OS B 5 - - - - 14 12 8 6S SS 4 - - 13 10 6.5 5 4 3 - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 72 10 - - - - - 11 12 9 7 e 45 - - 14 705 7 53 4} 35 - t) 25 95 57- - - - - - 12 9 6 9 7 J3 3 14 10 7 - - - - 14 10-5 7 35 4.5 - - - 1S as 5.55 4.5&75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 115 73 6 3 - 12 9 6 4.5 4 - 12'-0' a t2 10 - - - _ - t1 12 4 6s ss - - - t3 t0 6s 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS:. 11.5 8} = 11 B 55 4 3.5 - B 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3.5 9.5 B = 13 35 e5 5. 1 05 6 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE Of THE FOLLOWING FACTORS. 9 e3 - _ - 14 10.5 7 5.5 4.5 - 11 BS 55 4.5 35 - REDUCED SPACING OBTAINED USNG FACTOR 9W1 NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH IWCHOR TYPE 14 12 - - - - - 14 11.5 7.5 8 S - - - 12 9 e {{-5. 4 - - = FACTOR 13'-D'-- - - O-5 B - - - - - - _10 75 5 4 3 - - - 75 55 4 "4 - - - - tea- TAPCON WITH ADVANCED TAPPER.+ 125 83 - - - - - - 12 19 6 4S { - - - 95 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET. BLUE TAP W/GP MIN.SPACING B B - - - - - - is 9.5 B} 5 - - - - 03 7S 3 4 - - - - 1 HV BLADE OR DICTANCE THREADFORM TECHNOLOGT' 14'-0'_1_4 12 - - - - - - 14 IaS 7 53 - --_ 11 BS 5.5 4.5 - - - E.D. MIN.SPACING s 3 MIN.SPACING 3' MIN.SPACING 3 1/2' MIN.SPACING 3' 3 3/4' 4' 10 7.5 - - - - - - 4 7 4.5 3-5 - - - - 7 8 3.5 J - - - - BLADE POURED CONCRETE& POUTED CoNERETE COIQ&TE MOOK POURED CONCRETE& POURED CONCRETE&POURED a9REIE C7RaVE TnDaR 1,5 e - - - - - 11 a 9.5 45 - - B e.5 4.5=__ - - CONCRETE BLOCK WL ED•3 1/7 MN.ED.•2 1/Y CONCRETE BIACIt CONCRETE BLOCK MN.EO.3 I T MN EO.2 1/2' 7.5 - - - - - - - 12 9 . - - - - - 8.9 7 4.5 - - - - - V WINDOW WL ED.'Y uN EA•3 1 2' MN EO•Y I4LO.5a 6 - - - _ - 0.5 4 s - - - - - BLADE WORKING 3• 1.0 050 1.0 0.78 1.0 o.e4 1.0 ts'-o' e - - - - - - - 4 - - _ - - B.s 5 3 _ _ _ -_ IN UNISON ♦ 2 1/2• - 0.e1 1.0 - - 0.67 1.0 10= - s - es B 4 - - - - - 2' 0.71 - 0517 - - - - - - 5.5 eS 4.5 - - - - - 1 3/4' - 0.91 - - - 0.43 16'-0' 14 - - _- __ B - _ - - to 7S 5 -B 4 _ 8 45 J _ _ 1 1/2D.sS0.359.5 - - - _ - - - 5 = _ - It 6 4 I- - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 001411111 Ih4", 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. `�• •.�\� s • �,,, BERTHA HVDA F A S S A Accordion Shutter System No.44 67 = L E C O N c. ■ ■ ■ ■ H.V.HADE#1 W/OR W/O KV.WINDON BADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems ry, - DESCRIPTION DATE DRAWN ar: M.P ='CI'• STATE F = 6355 N.W.36M St.Ste.305.VIRGINA GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2 2020 �•. PAone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive z DRAWING No 0._ "4 OR P '`�'e� e-mail:tilteco0ool.com West Palm Beach, FL 33407 3 2O-�64 F''••..... •''\. CA-0006719 4 A. E. �";';s'0N,A R`�SEAL/SIGNATURE/DATE W�DA Lie. aa1667 5 SHEET s 13 OF 20 MAXIMUM ANCHOR* SPACIN�j�jn.) SCHEDULE FOR A GWEN MAX, SHLRTER SPAN. AS D DESIGN NEGATIVE PRESSURE RATING AND A GORRESPONDIN MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INS I I eTIONS (SEE MOUNTINGS 6 J,K&L ON SHEET 7) POURED CONCRETE: I POURED CRETE BLOCK 11A1011UY (-')WALK OVER k n T1IENCH J�RAINGUARD MOUNTING (E)WALL/FLOOR MOUNTING ' (I)WALL/WALK OVER MOUNTING ANCHOR SPACING F•END MOl!_MG SPAN DESIGN MLAINE PRESSURE RANG D.DESIGN KGNIVE PRESSRE RAM,TP71 W.N.9pl NECANE PRESM RATING D.DESIGN K IVE PRWAE PA91G TAPCON OR (R) TAPCON WITH ADVANCED 30 40 60 75 90 120 160 I 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 IB0 205 THREADFORM TECHNOLOGY 14 2 10 9 12 12.12 12 5 8-5 65 -7 7 7 7 7 7 $, 5 5 5 5 5 S 5 b ALL POINTS SOUD-SET 3•-0" 14 12 10 9 8 8 6 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 b 6 5 5 5 5 5 5 R laS 14 12 10 8 8 8 6 12 12 12 0.6 8 6 45 7 7 7 7 7 7 7 65 9 3 5 S 3 5 6 5 BLUE TAP 14 12 JO 9 a a 6 12 12 12 12 10 7.5' 6� 7 7 7 7 7 7 7 7 5 5 5 5 5� 5 b 5 TAPPER+ 14 12 10 9 B 6 8 12 12 12 15 65 5.5 5 7 7 7 7 7 7 5.5 4 -0 S 5 3 3 5 6 4 4• 14 12 10 9 8 B 5 12 12 12 12 9S 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 514 12 10 B a e 6 121295 a4S 3.5 7 7 7 7. 7 7 65 5D56 5 5 5 5 5 14 12 10 9 e e e 12 12 12 10 7.5 55 4• 7 7 7 7 7 7 7 S.6 5 S 5 5 b55 5 14 12 10 B B e 6 12 12 11 B 7 5 4 7 7 7' 7 7 55 4 3 5 5 5 5, 5 5.- 4 3 6•-0• it 12 f0 B e e e 8 12 12 12 12 10 7.5 5.3 4 7 7 7 7 7 7 7 7 3 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 95 7.5 6 /S J.5 - 7 7 7 7' 7 7 5 3S 3 S- 3 5 5 5 3 "4 14 12 10 9 8 6 6 6 12 12 12 BS 8 6 4S - 7 7 7 7 7 7 55 4 5 5 5 5 5 5 5 4 N` SEE ANCHOR 14 12 10 B 8 6 6 6 12 12 IS 9 75 5S 4 J 7 7 7 7 7 45 JS - 5 S S S 5 45 3.5 - SPECIFICATIONS 14 12 10 9 B e 9 6 12 12 12 f0 e 6 4S 3.5 7 7 7 7 7 7 7 7 6 5 5 6 5 5 b 8 6•-0� 14 12 10 B 8 a e B 12 12 e 6 5 4 3 7 '7 7 7 7 5S 4 6. 5 6 6 3 5 4 3 ON SHEET 13 14 12 10 9 a 8 6 6 i2 12 10 8 0.5 S 73 - 7 7 7 7 7 6 4.5 5 5 S 5 45 14 12 10 9 8 8 a 6 12 12 10 8 6.5 5 35 - 7 7 7 65 5.5 4 - - 5 3 5 3 5 14 3' - 7•-0' 14 12 10 9 e a 6 8 12 12 12 8.5 7 S 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 3 5 5 14 12 10 9 8 8 6 B 12 10 85 5 43 S - - 7 7 7 7 65 5 3 - S 5 3 S 5 3 J3 J 14 12 10 9 e e 6 e 12 12 BS 7 5.5 4 - - 7 7 7 7 7. S - - s s s b 5 s 4 - Q VAUD ONLY FOR UP TO +70, -75 14 12 10 9 8 a 6 - 12 12 aS 7 5.5 4 3 - 7 7 7 5.5 4s J - - s 6 B 5 {5 35 - - PSF AS.D DESIGN PRESSURE 14 12 10 9 8 e 6 - 12 12 0.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 { 3 9 5 5 5 6 5 3 B-0 14 12 10 9 8 e 6 - 12 9 8 45 4 3 - = 7 7 7 7 S5 ♦ - - 3 s S 9 3 4 3 - RATING & FOR SPANS PER 14 12 10 B 6 e 8 =12 11 7S 8 5 75== 7 7 7 7S 8 4S - - 5 5 5 5 5 4S - - SCHEDULE 3, SHEET 11 14 12 10 9 5 0 - 12 1.5 75 6 5 3.5 - 7 7 &1 3 4 D 5 5 e 1 ] 9.-0. 4 12 10 9 a 8 - 12 12 eb 6.5 5.5 4 3 7 7 7 7 7 7 B 3 5 5 5 5 5 9 5 5 14 12 10 9 6 8 - - O.S e 6 4 ].5 - - - 7 7 7 6 5 JS - - 6 5 6 0 5 4 S 14 12 10 9 a 8 - - 12 10 65 5 4S - - - 7 7 7 6.5 3.5 - - - S 5 9 3 5 4 - 14 12 10 B 11 6 - 12 DS 7 S5 45 3S - 7 7 55 4.6 3.3 - _ 5 3 5 4S 3.5 - 10•-0"14 12 10 B a a - 12 11 6.S 6 S].3 - 7 7 7 7 7 7 4S 3 S' S 5 S 5 8 IS 14 12 10 9 e 6 - - 9.5 7 45 3.5 3 - - - 7 7. 7 6S 4.5 - - - 6 3 5 5 45 3.5 - - . 14'12 10 9 9 8 - 12 B 6 5 4 7 7 7 6 9 6 5 5 4.5 S 14 12 10 9 9 11 - 12 9.5 6" 5 4 3 7 7 5 4 S 5 5 5 ♦ 3.5 14 12 10 9 6 8 - - 12 10 7 55 45 15 - - 7 7 7 7 7 7 35 5 5 S S 5 5 S 4 14 12 10 9 6 e _ _ e5 65 , 3,g - _ _ _ 7 7 6 S { _ _ S 5 5 D . 3 - - I / H V BLADE ONLY 14 12 10 B 8 a - - If 8 SS 4 - - - - 7 7 ) 5.5 45 - - - 5 5_ S 5 4.5 - - - 14 12 10 9 a _ ib 65 5S 4S 3.5 - 7 7.4.5 s - S 5 4S 3.5 J 14 12 10 9 9 - - 12 BS 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 6 [4.5 5 9 5 15 35 12•-0•14 12 10 9 8 8 8 4 7 7 7 65 45 35 - 5 5 1.5 4 3 14 12 10 9 B - 10 7S 5 4 7 7 6 5. - 5 3- 3 4. 14 12 10 9 e - 05 6 5 4 ].5 - - - 7 ab 4,5 15 - - - - S 5 35 3 - - 13•-0�1412109e 1.5 8.5 6 4.5 3.5 3 7 7 7 7 7 fb - - 5 3. 5 5 5 45 3514 12 10 9 e 7 55 3.5 J 7 7 5 f 3 _ 5 5 1 314 12 10 9 8 - - - 9 7 4.5 73 - - - - 7 7 5S 45 - - - - 5 S4S14 12 10 9 - 10 7.5 S 4 3 7 6 4 J J14•-0-14 /210SS 4 JS - - - 7 7 7 7 7 4 - - S 3 S 34 3 14 12 10 9 - 6.5 5 J 7 7 5 JS - 5 5 1412 10 965 4 7 7 5 4 D 3 4 14 12 10 - - - - 9 7 4.5 35 3 - - - 7 373.5 - - - _ - 5 5 A5 3 - - - - 19,_0.11 12 10 - - - - - 10 73 5 4 3 - - - 7 7 7 7 7 J5 - - 5 5 3 S 5 3 4 3 14 12 10 =- - 6 45 ] 7 7 45 3 _ 6 5 43 JS - 14 12 10 - e 8 4 7 7.. 5 5 5 5 { 14 12,10 - - - - - 8.5 65 4 JS - - - - 7 S.5 J.5 - _ - - - 5 5 35 - - - - - 16•-0�14 12 10 - - - - - 9.9 7 4S 6 3 - - 5 5 5. 5 5 45 35 - 14 12 10 - 8 45 3 7 6.5 4 5 5 4 3S - 14 fs 1G -__= 75 &5 75 - - - - - 7 7 4.5 - - - - - 5 5 4.5 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 XTECO,INC. (02020 EASTERN METAL SUPPLY,INC. �{�f1�� ((•!r''- BERTHA HVTM ��GEN A S S■A. Accordion Shutter System No.44167 _ L E C O NC. H.V. MADE g1 W/OR W/0 KV.WK)OW BLADE TILLIT TESTING k ENGINEERING COMPANY American Shutter $yst6R19 ty,N. DEscwlmaN - DAZE DaawF1 BY. up "fl STATE F 6W5 N.W.36N.St.,Ste.305,WRGINN GVIDENS,FLORDA 331fi Association, Inc. 1 OLD 17-107 /2/2 'DATE 7/2 2020 Z'9 Phone:(305)871-1530.F9::(305)871-1531 4268 Westroads Drive z OT•."10R1 e-mo8:NlecoOool.twm West Palm Beach, FL 33407 3 DRAWING No ••...... ,.• ��. cA-oo05719 4 20-164 si�NA; N����SEAL/SIGNATURE/DATE FiOMOA y 44167E 5 SHEET 6 14 OF 20 MAXIMUM AS.D. DESIGN PRESSURE RATING (p s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A MEN MAX. SHUTTER SPAN, NEGATIVE A S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). U E=zt !S�;TF:;;P,ATI- SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN N °• SPRUCE PINE SPRUCE PINE . COX 2 WL MIN.G=0.55, FlR NORTH FIR SOUTH _ DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DOU5W R W/ W/ MIN. G�0.43 W MIN. G=0.36 SPAN (RY) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS 13.0.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&V S&V S&V km III=wX P®iE mm(4 00 RLOM IDmg Km(p) 0 3IRMXRVMXIW6(T{j ®118AOM TflBHWas(� USi 18AlRd RT398 Wu1D(dJ D31DIIBXIMI1WERODW DIDIRWLEfl�I1D6(Ad) .1�MUMMLaCM IT=11 KM=WeiW 1L0,D91110M11 XPAGW 30 40 60 75 90 05 30 40 60 75 90.105 3Q 40 60 75 90 05 30 40 60 75 9D 05 30 40. 60 75 90 05 JO 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 OS -0.OR LE5512 10 10 9 8 8 6 6 6 6 6 6 12.10 10 9 8 8 6 6 6 fi fi 6 12 10 10 9 8- 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 72 12 $122 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 fi 12 10 10 9 8 8 6 6 fi 6 8 6 12 10 10 9 8 8 6 fi 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12'12 12 12 5'-0' 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 .6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 70 9 8 5 6 6 6 :5 73 4.5 12 10 10 9 6 3.5 6 6 8 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11018.5 T-0' 12 10 10 9 6.5 4 8 8 6 .5 4.5 4 12 10 10 9 5 J 6 8 8 5 d 3.5 12 70 f0 7 7S - 6 6 6 5 4 3.5 B 5 4 4 - - 12 12 12 12 12 12 12 12 12 10. 12 12 12 OS B.S 7.5 8'-0' 12 1010 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 35 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 6 5 .5 .5 3 8 5 4 - - 12 12 12 12 12 12 12 12 12 9.5 12 12 1.5 9 7.5 .5 9' ' 12 10 10 5 3.5 - 6 8 SS .5 3.5 J 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 8 5 3.5- - - 12 12 12 12 12 0. 12 12 12 8.5 12 12 10 8 .5 .5 10'-0' 12.10 7.5 4 6 6 5 4 3 - 12 10 B 3 - 6 6 4' .5 3 - 12 10 3 - 6 6 4' .5 3 - 6 5 - - - 12 12 12 12 1.59.512 12 12 7.5 12 12 9 7 65IV-0• 12 10 55 - - 6 6 4.5- - - 12 10 4.5- - 6 5.5 3.5- - 12 10 - - - B 5.5 4 - - 6 5 12 12 12 12 10 8.5 12 12 12 7 12 12 8 6.5 .5 4.5 12'-0' 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- - 6 5 3.5- - - 12 10 - 6 5 J.5- - 6 5 - _112 12 12 1. 9.5 8 12 12 11 6 12 �1.5 7.5 6 5 4 13'-0' 12 10 - - 6 6 - 12 10 - - 6 4,5 - - - - 12 .5 - - - 6 4.5 - - 6 4.5 - 12 12 10. 8.5 7.5 12 12 10 8 6.5 5.5 72 0.5 7'5.5 4.5 4 14'-0• 12 10 - 6 5.5 - - 12 7 _ .5 4S - - 12 7 - - .5 4S - - 6 3 12 12 9.5 8 6 12 12 9.5 7.5 6 d.5 12 9S 8.5 5 4 3 IS'-O' 12 - - - 8 - - - - - 12 - - '5 - - 12 - - - - 5 - - - - 6 - - - - 12 11 9 .5 5 12 12 85 7 6 4 12 9 16'-0• 12 - - - - 6 - - 12 - - - - 5 - - - - - 71. - - - - - 5 - - - - 8 - - - - 12 10.N8.516.51 4 12 12 8. 65 5 3 11505 5.5 4.5 3.5 - T HV BLADE OR In HV BLADE WA/ NV WINDOW BLADE WORKING IN UNISON* ♦sff wRAlum ar.F°N � BlAOE©ON SFFEi 10 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL FLOOR OR SOLID WOOD SOFFIT SHALL 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:BE AS FOLLOWS: -SOUTHERN PINE N0.2 W/G-0.55(N.D.S) -1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BURDDC W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-D.43(N.D.S) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.OS.) 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN.1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER Nos 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOWS WWUFACTUREL FLORID&BUILDING CODE(Non High Velocity Hurricane Zone •Irlr IIAAAA'' 02020 TILTECO.INC. @ 2020 EASTERN METAL SUPPLY, INC. ...... sir,;•,,, /-T-MEE BERTHA HVTM ��rEN A S S A Accordion Shutter System -6 ,a�. H.v. maoE#1 w/OR w/o Kv.WINDOW BLADE No.44 67 American Shutter Systems REV.Nu DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 *: * 055 N.W.36M.St.Ste.305.VRGM GARDEN'.FLORIDA 3316 PDGIre:(3O5)871-15J1 .Fox:(305)871-1931 4268 Westraads Drive 2 DRAWING No �O' FLOR P '♦ a-mOn:6 ec°C°°I.eem West Palm Beach, FL 33407 3 20-1 64 CA-0006719 �i,�C(•••. •,. `� W.TER A TILLB Jr.P.E. ��4AAis'SI�N 4EAL/SIGNATURE/DATE FLORIDAu°.®s41s7 6_. SHEET OF 20 INSTALLATION. DETAILS ON EXISTING WOOD BUILDINGS FOR .n. HV & HV* BLADES .: AS.. APPLICABLE MAX, S ER SPAN L+ L— O INSTALLATIONS' TO WITH V BLADEONLY. SH L' WALL FINISHB LIMITED TO 105.0 psf. A.S.D. DESIGN RESSURE RATING,- SEE SHEET-19 FOR' MAX SPAN & 1-� 1/4-0 TAPCON OR A.S.D. DESIGN- PRESSURE RATING FOR I S ALLATION WITH B DE 1 .& A_ _ LNG IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - 11/4'0 TAPCON OR W/1 1/2'Min.PENETRATION YAPCON WITH ADVANCED THREADFORM TECHNOLOGY _ OF THREADED AREA TO W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING EXISTING WOOD HEADER, WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1 MN 1 1 TOR 1 / (SEE SCHEDULE ON SHEET 15) �77p 1/4'0-20x3/4"S.S.MACHINE 6 SOIEDUIETO EOONSHEET O lS� ��e I 1v \J p 18 SCREWS W/1/4'-20 NUTS Y—11 FOR BLADE OAND I Q A Mln. - ® 12'O.C. ON SHEET 19 FOR I z�y 5 l \ i EXISTING { f#IDES mh(Q) rEQ E CLASS-7 Z =, B I I N� WALL_ \ , � � II �• 7-,—, FlNISH I I .; !N�\ I I .I,.li-0PTIDNAL I - %•`-I'? V+ -WALL 'I .5. I.A EXISTING MIN. FINISH ll 2"x4"WOOD L- u I HEADER REQUIRED ) OR O� 1 2L'x4'WOOD 1 �•� � I I 1 HEADER REQUIRED 1 4'0 TAPCON OR TAPCON WITH ADVANCED EXISTING I! 1 I 1 THREADFCRM TECHNOLOGY W/1 1/2' GLASS-1 TO GLASS(SEE I I O :;, Min.PENETRATION OF THREADED AREA TO SCHEDULE ON SHEET III MIN.SEPARATION TO CLASS I ��' EXISTING WOOD HEADER. 11 FOR BLADE(DAFiI EXISTING U'�(SEE SCHEDULE ON SHEET it) _ (SEE SCHEDULE ON SHEET 15) 1 �PDSHEET GLASS-1fl 2'x4"CONT.SILL PLATE REO'D. O ,•S L ON HV WALL HEADER INSTALLATION OIiV WALL IL INSTALLATION M HV L 1 I WA L HEADER INSTALLATION I I O 1 MIN,SEPARATION TO GLASS EXISTING 1 MIN SEPARATION ro SHEET 1 1 1 t OLA45—� pDG �L�—(SEE SCHEDULE ON SHEET 17) 1 {SEE SCHEDULE ON SHEET 11) GLASS-�' I IXISTNG I I l a MIN.SEPARATION TO CLASS 'I x WOOD PLATE (SEE SCHEDULE ON SHEET 11) •1 1 1 I ,g GLASS—• REO•D. �11+ x 1 ,: 1/4'0-20x3/4'S.S. v 1 MACHINE SCREWS —1 1/4'0-2Ox3/4'S.S. 1 USING E SCREWS NUTS rl I — .< i'• MACHINE SCREWS W/ I II '�. WALL 0 12 O.C. II FINISHO.C. 1 1 I I / OR� Vti t:;:c OR 1 Op 27x4"CONT. L y I "•4 I WOOD PLATE ( 1 I - L - .EQ=-EO 1•Min. 'I � I '•: \ 1'Min. ,NIX [&2 /4'0 TAPCON OR TAPCON WfIH ADVANCED ONT. THREADFORM TECHNOLOGY W/ 1 1/2' 1/4.0 TAPCON OR TAPCON WITH ADVANCED ATE Min.PENETRATION OF THREADED AREA TO , "+ EXISTING WOOD HEADER.THREADFORM TECHNOLOGY W/ 1/2• 1/4'0 TARCON OR N4IE: 1 (SEE SCHEDULE ON SHEET 15) � Min.PENETRATION GF THREADED AREA INTO PLYWOOD - TAPCON WffH ADVANCED 1-SEE SHEET 4 FOR TYPICAL D THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. "' WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN. D.C. 1/2'MIN,CD SPUDS O 16'O.C.MAX. PLYWOOD READ, W/1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE MIN.CDX PLYWOOD REQ•D. REQ•D.PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO EXISTING MIN.2"x4'STUDS O 16'O.C. MAX.REO'D, ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUN ANY INSTALLATION. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITFI SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UM TIONS OF USE OF ©HV WALL SILL INSTALLATION F.B.C. BLADE�ON SHEET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone NI I 1 o2020 TILTECO,INC. ``��ISQ �•�� /IIII' 02020 EASTERN METAL SUPPLY, INC, •`�'�. ........ • Tom''- - - BERTHA HVTM 4�7y�? ��CENS :� ; 7TI7LTEC A�S S�A�. Accordion Shutter System O �N,. { No.441 Itv RAM 1 w/OR w/o H v.WINDOW BLADE k TILLIT TESTING dl ENGINEERING COMPANY American Shutter Systems REV.H DESCWPTION DATE DRAWN BY: M.P o'• STATE 0 r Ilm N.M.36tx.6L,Ste.3D3 MRCOU GARDEH6.RDpO AI6 Association. Inc. 1 OLD 17-107 /2/202 DATE 7 2/2020 %��,L�'•'c�ORI� �'` I'ho"e:(305)571-1530.Fox:(305)671-1531 4268 Westroads Drive 2 e- d:..O. — West Palm Beach DRAWING No , FL 33407 3 20-164 Al- �r``I WALTER A TIWT Jr,P.E. 4 A'A""tiII11I1I7 V . SEAL/SIGNATURE/DATE FLORIDA U.B 44167 SHEET e16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 7 HV & a HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEKDE 1)ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D.—DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX 1/4.0 TAPCON OR SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE WORKING IN UNISON EO- EQ 2'MIN. TAPCON WITH ADVANCED 4•x8'(Min.)EXISTING THREADFORM TECHNOLOGY WORUCRIRAL ADOD 8 EQUACY -- -EDGE(IF APPLICABLE) W/1 1/2'Min.PENETRATION 1/4.0-200/4-S.S. OF EXISTING W000 SEMI I.' OF THREADED AREA TO To BE CERIIFlED ITY I. PHIWPS TRUSS HEAD EXISTING W000 HEADER. REGISTERED ENGINEER OR / _✓ 'f EXISTING WOOD w SEE SCHEDULE ON SHEET 15) MI^' MACHINE SCREWS .' ( W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EQ EQ .�( TRUSSES OR 19 EQ EQ ® 12"Q.C. SHUTTER INSTALLATION. / B 1/2"- 1 2" RAFTER 0 24' mn �, -/ O.C.REQUIRED L!' 04', U.257" 1/4.0 TAPCON OR — TAPCON WITH ADVANCED EXISTING SOFFIT r \ THREADFORM TECHNOLOGY / I 'I I -3/4'Max.THK. Max. W/ 1 1/2'Min.PENETRATION EQ- 'EQ {{�,,\ I I OF THREADED AREA TO EQ E 814x3/4' 1'x4'xt/B'CONT.MUM.NBE `OPTIONAL EXISTING WOOD HEADER. , / S.V Q.C. (6o63-7fi ALLOY)W/ �I (SEE SCHEDULE ON SHEET 15) I 11 Or Q Or Q EACH 16-0RAF LAG CREWS OR TRUSS.O I Or Q Or 1 S I II LOCATE LAG SCREWS A7 LJ pE7(ISfING MIN 2'x4' I I I MIDWIDTH OF EXISTING WOOD EXISTING I HEADER REQ'D 1 I. GLASS p _ MIN.SEPARATION TO GLASS I -� I OPEN HOLE AT EACH MEMBER,(2'Min.NOMINAL 0 (SEE SCHEDULE ON SHEET 11) EXISTING I STUD TO ACCEPT WIDTH)W/2-Min. �. PENETRATION OF THREADED --I I GLASS I 5/16'0 LAG SCREW x AREA VAUD FOR 11 A7 CENTER OF TUBE. INSTALLATIONS WITH 72p.f I VA SEPARtnO I � MAX.AS.D.DESIGN LQAD AND (S)HV WALL HEADER INSTALLATION I TO OASS(SEE EXISTING l 4x sPARaAn r 9'-0'MAX.SPAN.THS _J f�f I e+ �S INSTALLATION IS ONLY VALID FOR WOOD W MIN.SPECIFIC I FUR BLADE(DAND ON s¢T 19 TQ7 OOR —I tON SHEET 19 FOR ' GRAVITY of 050 AS DOUGLAS I--SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY I acme® •I ' GR ®� nR OR SOUTHERN PINE No.2. 2—NWMINC SECTIONS CAN BE COMBINED TO HV .CEILING INSTALLATION ` OR EQUAL. IN ANY twr TO surt AHr ws7A11anou, U HV CEILING INSTALLATION ,I { MIN.SEPARATION TO GLASS I l SOME 2� 1 DR�0 MIN. I I Y (SEE SCHEDULE ON SHEET II EXISTING tt Fat tiA�pae SEPARATION I aM SL¢T 19,rn 3 -I TO GLASS 1 EXISTING OL/SS I BUYESm R(17,4 I(SEE SCHEDULE GLASS-i I --�0 I ON SHEET 11) I I I I I I I I I ANCHORALTERNA 11 T I 8 I I 8 FINIS I I _i ' iLOCATION7Mw. EXIST I' ®taxi/a'HFx l 2'xfi"MIN.WOOD Nax. 7 /e•YIN. —WASHER HEAD TEK13 O 2"x6'MIN.WOOD SCREWS® 12"o.c DECK REQUIRED +: (NO FINISH - DECK REQUIRED(NO -- - ALLOWED) I FINISH ALLOWED) - i EDGE - lullll1111 ° 19 t-EO f0-� EDGE OF DECK) ' 2� ���� OF _ EDGE OF DECK IF APPLICABLE �E� —1 �� APPLDECKCABLE IF APPLICABLE 1... t/4'0-2L1x3/4'S.S. - ._ --�� l' t/4'0 N WITH OR 1' �HIWPS TRUSS HFAO -2,-4;N; -�-- 2'x4'CONT. TAPCON WITH ADVANCED M'^' MACHINE SCREWS I- 1/4.0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE - THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM THREADFORM TECHNOLOGY W/ 1 1/2"M. 2'MIN. W/ 1 1/2'Min.PENETRATION ® 12.O.C. 2'MIN. REO'D. PENETRATION OF THREADED OF THREADED AREA TO TECHNOLOGY W/1 1/2"Min.PENETRATION OF THREADED AREA TO EX READOOD HEADER(SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15 (SEE SCHEDULE ON SHEET 15) ) •SEE UYRARONS OF USE FOR (X)HV WALK—OVER INSTALLATION, CV HV WALL SILL INSTALLATION M-E®ON SHEET 19 �W HV FLOOR .INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone (I�(( 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. °� � 2'1�,,, BERTHA HVTM j 11\03ENS A�S���A� ccordion Shutter System ILIE�0 ,No.441 7H.V.H BLAM#1 W/OR W/0 RV.WINDOW BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems • Y EV.N DESCRIPTION DATE DRAWN 6!: MP o'• STATE 0 �� SM N•W J6N.SL,Ste.305,VIROMA GW9EN5.njoMDA 331E Association, Inc. , OLD 17-107 /z/zoz DATE 7/2 zozo 9•, Phone:(305)671-1530.Fox:(305)871-1531 4268 Westroads Drive z O FCORID ,•'����� a—man:Ulteco0aol.com DRAWING No CA- 6719 West Palm Beach, FL 33407 3 2D—�64 �, S '•••••••• \, � WARIER A TILLR Jr.P.E '�� ONA1-R.1:'� SEAL/SIGNATURE/DATE RORIOA Ue.B 44167 6 SHEET nqut u1L 6 17 OF 20 END INSTALLATIONS n HV BLADE OR tl�1A WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2•,4'YIN.PROD SROS REO'0. 2'4•ION•MOOD 2:4"UN. y \ \ \ I/ 1 STUDS REOh WOOD STUDS.--_ ;• -1/41 TAPOON F"- (As ArvucY9EE) �` /� ANC.OR o Yzo.c LXXI �������' � Vs zwuueu) DOSITNO CVSS PL11000ff tO Vf rnos urn. awecuts � ExlsnrwcussE r°tt - _ � M]L SO'IROIw rv'V eeL sYARlolat 1/2' I '1 �' /W O,t I f m OAS(SEE 1/2'MOIL COX - m Cus(SEE a + SOEDUE w 9EII PLY1T000. - •7 SCEDOE ON SHUT TO CLASS(SEE 1/1• -J. m OAS(5+2 11 FDR BADE 0 1/16:3•M / 11 Ew afm mATO ^ .!J"t, ..:. SOFDIE[w SHEET PLYWOOD. ;.s R.{.<i..s;?'ti 93EDUE w Sim w SHEET 19 NR 6' (6O83-TB)CDR. Fyn Gt/2 NN.CDx w SHE"19 rat 11 FOR 8lQmN0 1/2' 11 TOR n (OAO 1xILT3®k L KIII1.CLOSER PLYWOOD. eADFSO&® tlA1L „ w SHEET 191w w SHEETF-. 19 fw 172' H. PLATE.(LOCATE 11, RId9a HAIR®A 41 MMI6k f� AT OTHER IV N91 IWN OF /10,f/2'S.M.S. -__ •UST 1•DR Y SHAG _ _ '6 aC /l0at/2'SYS J -— 4Y5 A°rUU1lO1a-r 016 0.2 1 ��M • ^/ (2 1-0 NDIN�ro 1 OR® `r SET:DUAL x I��• Drrw la v. I OR®• SIDE CwNECTION JJ SEE DETAIL x FOR 1 OR®• m TRACTS SEE DETAIL x FOR Ly-�•60 OnOa�-O:F��,��•®. / SIDE m TRAM ® �.po.Tp.e' o.�. wE ca+T¢CrnN 00:60•Q•S�- ®®-�J•x3"Y.:/'®-_./ ®-(�-�•TO-60^®•®- ®•®•©•®-©•®'- TO TRACxSQ3`•©'�'-©'®- O.O•©-©•Q7•i4- a-� ©-©•OO•®- ©O �-© 70•®• END CONNECTION DETAIL® END CONNECTION DETAIL Q END CONNECTION DETAIL Q END CONNECTION DETAIL _EIOSRND • REQUOILD My Fw SPANS c1EEATER THAN 12'-W 7,4•ImL 1m00 1/4Y TA1Cw/TAILORS 1/4•P lAf'CON ANCHO — —�— .`� -- STUDS I rW/1 T/z•wra �9Ea:I/z's.vs. .. tl/1 1/Y MH 018 O.C. ExSTNC CLASS PENEIRAII64 O IT O.0 ppnpp�O lY D.C. IETL 9PARAli01 m OAs(� ♦ SEE IJMITATtONS OF USE FOR MY SFPAAATIw i%\\ \ \ \ \\-\ \ 1/Y NN. S]QAxE w 9QT - 4 SCHEME ON m Dua(� — M1 ti 5 w9Aoame 4 1, _____ __11 FOR DLADCOAHOBLADE 1A ON SHEET 19 Mck ©4 _ 1 cR a+1 oa 1 I I / OO OR 44 ,.l i".•.�.....// ® 6 OROCfl�OR I�Q-O'O-O^Cs•®- FINt91 :t•1Ol.woa� WALL) @�®-®o-©, P©N®OR�Ofi� VIEW WALL 2 ®•®•®-©•®• STUDS REO'D. FINISH e0 Q�-®®-®® O®-®�•®® DETAIL X END CONNECTION DETAIL ® END CONNECTION DETAIL 12 mzozD mTEco,INC. FLORIDA BUILDING CODE(Pon High.Ve0 EASTERN�o�cAiLt SUPPLY,ri Hurricane Zone /r BERTHA VTM �CENS '•;�9s No,4416 ZML E C O 1 N�. A.S:S.A. Accordion Shutter System KV. SHADE y1 W/OR W/0 KV.WINDOW BLADE STATE OF TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPDDN DATE DRAWN BN. M.P ��10/l.�J 6355 N.W.35th.SL,St.305.VIRGINO GARDENS.FLORIDA 3318 Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 Phom:(305)871-1530.Fo.:(JOS)871-15J1 4268 Westroads•OYve 2 A;;� WALTER A.O 0 f19'`P'� 20 West Palm Beach, FL 33407 3 —DRAWING 64 FLORIDA uI.a°4157 P.E. SEAL/SIGNATURE/DATE 5 SHEET 6 IS OF 20 I LT"©� •GENERAi LMRA710NS 680 CONDITIONS OF UcE FOR B RTHG .a .a n HV AE1c ACCORDION cu nTFf7 � WORKING IN (O D t T p fun ONISON WRH HV WINDOW BUnE o0 Y Y Y 1.MAX.A.S.D.DESIGN PRESSURE PAYING:+110,- 110 p.e.f. I . 2 MAX,SHUTTER SPAN:96" A ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M,0,T.U&W ON SHEETS 16&17. z_ a ONLRYAJC�ENTFAMEDIN ATES C211®(BOTH W/FL4 R 2Q ARE ALLOWED W(iH R L7YYO�R p5)MUST BE INCLUDED ONNLLY AT OFJREAI R "ACCESS SIDE OF OPPO jNG / T7 OEA.END • • • • • • ") (,'I 5.(A)YWAT ®WINDOW BLADE 1a SHALL ONLY ALLOW A MAXIMUM OF B OPENINGS Sl (11•{ (3.0 HOLES)FOR PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 MAX.5 WINDOWS • • • • j� J'� //''�� (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 10 ALLOWED A7 HV Cf , _ (,"I OF ANY 3'0 HOLE FOR®SHALL BE 1Y. WINDOW BLADE I� _ ,,( (C)FIRST R BIAO HV E COMING OUT FROM STARTERS AT ENDS MAY BE WINDOW BLADE 1q (D)HV WINDOW BLADE fO MUSr BE USED ALTERNATE TO A SOLID HV BLADE THROUGHOUT SHUTTER'S W®TH. o • • • • • \ �!�/1 /•1 IQ C TEffR S SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HY 1 ��3 `� ll!/ BLADE 1 AT ERF SIDE OF THEM. 1 SEE END �gg' - (F)POLYCARSONATE HV WINDOW®SHALL BE INSTALLED SO TABS FACE CONNECTION • • • • • $ s' THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE DETAILS ON SHEETS I! gg ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, 10& 18 TYP. Y 3 INC. FULL HEIGHT. SA 1 :l ¢gg@,1 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME s P YP r_44 d51 MLy� BUIDIN�ON SHEET 16,AS LIMITED BY SPAN ANO DESIGN LOAD(SEE NOTES 9 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CON BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). cam. I(ST:E PLAN FOR REQUIREMENTS) - � B.MINIMUM SEPARARR TO GLASS SCHEDULE,PER ASTM E-1998: p H TYP TOP&BOTTON -1Y I J pR®a1L� "l�/1 WIND ZONE MINIMUM SFPARADON-TO GLASS UMM WIDTH-- v✓ �:.�� 1 THRU 3 1' ELEVATION WX SEPARATION To CLAM EXISTING GLASS SFE SCHEDULE ON SHEET 11 FOR BADE CD 4 ON THIS SHEET FOR BLADES Q&OA _ vff Im./ NnEE NOTE 4 ABOYQ 16 `J 1 1 — on 1O \\ TYP. SYMM ICAL®CEMERMATES 21 /�--- / (exla`ann - \� • w%o�D(sEE NO7E 4 ABOVE) \ � PLAN \ / TYPICAL 11) HV BLADE WORKING IN UNISON WITH HV WINDOW_ BLADE 1A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0202E RLTECO,INC. 02020 EASTERN METAL.SUPPLY,INC. 9 BERTHAte TM Accordion Shutter ystem No,441 7 � IL EC O �Ne. A■�■�■A■ Itv. BLdOE#I w/ / OR W O H.V.WINDOW BLADE American Shutter S stems �S * ;•59 �,�/� TILLIT TESTING & ENGINEERING COMPANY y EV.N DESCRIPTION OATH ORAH'N BY: MP 9•, STATE 0 6353 N.W.3b h.St.,S n 305,NRW U GARDENS.RORM]318 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 O• R Phone:(3D5)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 '�'' �ORID �`�'��� a-Nn1:UNeco®aoLcom West Palm Beach, FL 33407 s DRAWING No CA-'%Fs''•• '••,A•rrsA�e�ni MTL �`SEAL/SIGNATURE/DATE FLORIDA IDA A.mn 71 0 44167 s SH0-164 WALEET 6 19 OF 20 .1 1/2".MOW THICK Mi.•ASTM A-653 GRADE Mi INSTALLATIONS WZ J).HV BLADE & HV CENTERMATES -12.000'Max. M METAL STUDS AT ISSTEEL3" In:C-60 DALY. O.C.C. INTO METAL STUD WALLS .0- e40 0 6 D.C./- /-@ 475' 114"m NOMINAL GENERAL 19 ONS AND CONDITIONS OF USE ALUMINUM SLEEVE 12 -FOR 8EFztffAT(1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY "x 6 T14ICK Min.I a,0 6,O.C.'p- .r GALV.14=01%CHANYSTEM INSTALLATION TO METAL STUD WALLS ASTM A-653 GRADE 40 Min. 10 6-D.C. C .1 1 DALIAN ZED FASTENED TO STUDS SEPARATION SCHEDULE .9 3 000' W/(2)164/2-TEX SCREWS ON I EXISTING FINISH 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTEPOR&EXTERIOR FACE AS APPUCAIELE 2. MAX. SHUTTER SPAN: 84" on WIND ZONE MINIMUM MIN.SEPARATION I w ASTM E-1996 SEPARATION 43c LENGTH+ I EXISTING GLASS— TO GLASS 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS (SEE SCHEDULE) .43 4. ONLY(" I THRU 3 /4"0-200" DOLT ErRMATE 21 W/n24 HV LOCK ARE ALLOWED 1 (§ i 1. MUST PENETRATE (Typ-) WITH21 RFANGEDV A SYMMETRICAL LAYOUT. USE 001'(2)n35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4• 3/4�x 6 1/40x 0.035'THICK Min.I EXISTING FINISH INCLUDED AT TXTERIOR OR INTERIOR ACCESS SIDE OF 1 373" CONT.GALV.STEEL TRACK CHANNEL AS APPLICABLE CENTERMAT G;EG ASTM A-653 GRADE 40 Min.G-60 GALVANIZED FASTENED TO STUDS (2)#6xl/2*TEX SCREWS ON 43C INTERIOR&EXTEMOR FACE10 6-D.C. 0 r-O.C. 1/4"0-20 THREADS No-.71 LADE SLACK DETAIL HVIF IS ALSO VALID FOR 1/4"0 ELCO CONSTRUCTION' -------- 12 CENTERMATE@APPLJCAnON WITH BLADE(D PRODUCTS FAD-LQK HD 6-x I 1/2-x 0.035-THICK Min.ASTM A-653 GRADE 40 0 6' O.C. M .0-60 GALV.STEEL ak.. COMPONENTS ,in W In ; WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'D.C. Min. NO FINISH AS APPLICABLE SCALE:3/8'- 1' �(ryp.TOP&BOTTOM) vA I 3/4-x 6 1/4-x 0.035-THICK Min. EXISTING CLASS /I Vj 11 ICI CHANNEL AL -z———————- L———---———— 'RADE 4.Mi. G-60 YCA I'VMAR'o W/TER(2)#6xi/2"TEK SC SYMME RYCAL 4 b'*43c G 2- 1 & IOR FACE w. .:..CENTERMATES W CENTERMATE -Z (SEE SCHEDULE).� A 1 EXTERIOR ACCESS SIDE' INTERIOR ACCESS SIDE:,j --—---— --IN N 3�Orwim;12­1111 ............... ------ 1@2 2- <1 t 2)42 121 LO ATE.D AT 7 21— /S,.EN ---— ---- ------------- -- W HIA.DER/SILL 4ENDS tv VIEW Y (6"Min.) SIDE CONNECTION TO TRACK a) w 'YY,--., 1/4"(Typ.)_j 6 1/2-(Typ-) 7. (Cont.) BYA ILY3 BLADES.LAC —DETAIL HVF EVC 6 1/2"MAX.SLACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. % BERTHA HVTM Accordion Shutter System No.44 6c- - A.S.S.A. RV. MADE#1 W1 OR W/o KY.WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems M. REV.No DESCRIPTION DATE I DRAWN BY: P 70V STATE F 6335 N.W.35th.ST.Ste.305.VIRGINIA GARDENS,FLORIDA 3319, Association, Inc. I OLD 17-107 /2/2-0-2 —PATE 7/2/2020 Pt—:(305)871-1530.Foot:(305)871-1531 4268 Westroads Drive 2 DRAWING N —cil:tntecoVac'mm West Palm Beach, FL 33407 3 Ch-0006719 20-16 4 WALTER A.TILUT Jr.RE 4 FLORIDA Lie.111 44167 5 SHEET L/SIGNATURE/DATE, I I- 0 20 OF 20