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HomeMy WebLinkAboutProduct Approval 1/6/2021 Florida Building Code Online nar.nvr>r , ' cat A Ic `it°.,i {1I��i.?JI.RO$.��1�1! int,��a lU���9U A�al a � L1 =t.1--_ "5L� r.-'�iiitaat 17._,•.. BCIS Home Log In User Registration Hot lbplcs Submit Surcharge I Stats&Facts publications Contact Us i BCIS Site Map Unix Search 11 b- ' _ Product Approval arl USER.Public User Product& royal Menu>Product or ftpllcanon Search>ARplic-flon List>Application Detail �Zle COPY y FL# FL389-R30 RECEIVED i Application Type Revision Code Version 2020 APR 1:9 2021 Application Status Approved Pbrmittl:tg Dapartment St. Luci`County Comments Archived Product Manufacturer American Shutter Systems Association,Inc. � 'ILI Address/Phone/Emaii 4268 Westroads Drive West Palm Beach,FL 33407 u vfo (561)209-8263 bfeeley@easternmetal.com ��� Authorized Signature Bill Feeley Irodriguez@easternmetai.com 60f, Technical Representative 000 Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category 5 utters Subcategory Accord) 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..Tlliit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity recitation and Management Institute Quality Assurance Contract Expiration Date Z121113311=1120Validated By enry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FI 389 R10 COI COI ASSA 6LADE1 pd F089 RhO COI COI ASS &LADE! 2 pof FI-389 R10 COT COI ASSA DLADE3.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.ftofldabulding.org/pripr app dU.aspx?param=wGEVXOMDgvYYHH2vlvx53MwsXdCOIOXPGxaLBB7Zzg%3d 1j3 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Data Pending FSC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL* ^�Model,Number or Name �_ DescNptlon 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 13-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use ! Installation Instructions Approved for use in HVHZ:No FIM 111&11 DRWING ASSA BLADE3.p9f 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 R10 AE PER_ASSA BLADE3,pAf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rat(ng 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 7dainc Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation InstructionsApproved for use in HVHZ:No FL389 RIO IIDRWING ASSA BLADEApproved for use outside HVHZ:Yes Verified By:American Test Lab of SoutImpact Resistant:Yes Created by Independent Third Party:YDesign 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.pdnegative ASD load depending on centermates and lacking rod Created by Independent Third Party:Y configuration for the HVl blade,W-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. T 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking 61a'des�etain� ae 'by tracks(top C! OMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No rL389 RIO 11 DRW ASSA BLADEI 2.pddf 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'-O"span at 30 p.s.f ASD load FL389 R10 AE P511 ASSA BLADEl 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 • BPCw NeX6 Contact Us::afitli Binir Stone Read,Talla assen FL 32399 Phone:R50-487-1824 The State of Florida Is an AA/EEO employer._Mveypht aney-Zet3 data o[Florida.::Pd2aM Statement::AcEesslbility Statement::Refund statement Under Florida law,email addresses are public records.It you do not want your e-mail addrbss 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 contad8S0.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees Ilcensed under Chapter 45S,F.S.must provide the Department with an emaa 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 hem Product Approval Accepts: Credit Card Sate www.fladdabuilding.org/pripr app OU.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaLBB7Zzg%3d 213 GENERAL NOTES: I. BERTHA H.V.ACCORDION SHUTTER SYST13A SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) WAS BEEN VERIFIED FOR COMPLUWCE IN ACCORDANCE WITH THE 2D20 C7th EDTRoN)OF THE FLORIDA - BUILDING CODE.THIS ACCORDION.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL 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 DIRECTIONAUTY FACTOR Kd-0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&2D. M ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(D& dN 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. 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 39 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1,60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM 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 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O 80214.01-03, Q0715.01-03.#1004.01-05•01214.01-05,00317.02-06, 806D9.01-10 AND g0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-18B6 AREA 2• HV BLADE C77 AND W WINDOW BLADE Nl AND E-1996 STANDARDS(MLS9LE LEVEL.D.WIND ZONES 1.2&3)&/1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (HERE APPLICABLE) -HV WINDOW BLADE ®10505.01-08 AS PER ASTL1 E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2,3) BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADE Qt AND HV WINDOW BLADE e 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 H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814x2.75•AND#140.75•RESPECTIVELY.410-KT MINIMUM SERIES CENTERMATE DETAILS FIV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ke1 YIELD STRENGTH AND 180 kaN TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENITERMATE 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 6053-TB ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN.CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 3 OR 316 SECTION SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH,AND 90 kcI MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDINGNG 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 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE tQ: 12,13,14,15 AND 20 INSTALLATION DErA1LS M-R,WOOD SHEET 16 HV BLADE D&® WORKING IN UNISON: 12, 13& 15 I INSTALLATION DETAILS 5-X,WOOD SHEET 17 i B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT d6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED.D,IN WHOLE OR IN PART ByU.S. PATENT e5'458,179 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: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT%TTH THE BURRING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT. OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: W WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEI.SHALL 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 WADS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BURRING 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 FDR 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 SUE IS THE CONTRACTOR'S RESPONSIBILITY. (c)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 THUS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone IE III 02020 TILTECO•INC. 02020 EASTERN METAL.SUPPLY. INC. °��ASUi,A :... /T''•,, BE HVTNa �C EN `�� A A Accordion Shutter System ■ F '• - �L E.0 A INC.. ■ ■ ■ RV RARE, 1 W/ORW/o_H.v WNDCIN MADE 7 No.44157 TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsEV.N. DEscRiFnoH DATE I OMWN.t1Y: .N.P * �• 6355 N.W.36tA.St..$ta.305,MRGNM GN6IENS,RMIrA 331 AsaOClation, Inc. , � OLD 17-107 /2/202 DATE- 7/2/2020" = a' STATE \d- �� Ph-:(305)871-1530.Fax:(305)B71-1531 4268 Westroods Drive 2 DRAWING No '`•CORI o 11:Ntt-O.W.- West Palm Beach, FL 33407 s e 4C'•'•C....... - WALTER A TRLIT Jr.P.E. ZO-�64 . '�&L/SIGNATURE/DATE FLORIDA u..a 44167 5 SHEET e 1 OF 20. _ y i 3Y ma wNuwv 1.491' V AR] 18' NI 4.857' 4.999" •HV UNIVERSAL FLOATER J\p• (S)HV 90'/180' STARTER COVERED UNDER TENT # 545 79 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADEIt 4 HV BLADEQTHV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER USE W HV 6063-T6 ALLOY AND TEMPER BLA'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 EMPER .37' 6063-T6 ALLOY AND TEMPER 3.226' .1.500• .124'. of OBS' �?�. 0. 2.670' I .670'_. 2.226' o - 61 072 .1 $, .994't r I 642i1 $ of 4.43fi' 0.072• a 0.072' �7 HV ADJ. ADAPTER W/LIP I +zsap 3_226' QUALIFIED FOR USE W/ HV '1•B20 BLADE 10 8O HV WALK-OVER TRACK 1 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV O9 HV .TRENCH TRACK -L -255'-3.750' 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-TG ALLOY I TEMPER BLADE 1 ONLY. 1 HV. RAINGUARD- BLADE 1t� ' n ALLOY ANDTEMPER QUALIFIED FOR USE W/ HV i 6063-T6 ALLOY AND TEMPER _ VARIES ,.936' BLADE S O1 ,' 1,915_• o r VARIES .1.93" 6063-T6 ALLOY A D TEMPER 1.917' oI I I a �AB3• ',-OB3• .Oa3' of-l( 0-63 vo 0. .093•'$I m :l 100., O O1 nI .125" Lill .060• _ .060• nl mt .06D' �� '�' 670 I a .093' .0 J•o a. AID 3.570• 3.520' 3.528• , II 670 11 .HV CEILING.HEADER 1� HV HEAD/ER/SILL 13 HD CEILING HEAD�SILL -3'ss QUALIFIED FOR USE W/ HV BIADEnONLY, QUALIFIED06E-76 ALLOY aND BE PEROONLY QUALIFIED FOR USE W/ HV BLADED L EA S SEE SECTIONS FOR VAUDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ H 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADED ONLY. X _ 60 -T6 ALLOY AND TE ER is j• COMPONENT A B TI T2 X Y. t - �� 2• 2° 0.125" 2• 5•MAX. 1/8" 1/8' 3' 3' 0.090' t 18 SIDE ANGLES 2• 5'MAX. 0.192' 0.192° 1613 QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5- 7•MAX. 0.190.10.60• ® CORNER POSTS. QUALIFIED FOR USE W/ HV BLADE 1Q QUALIFIED FOR USE W/ HV B 1 1O LADE 6063-TS ALLOY AND TEMPER BLADE ONLY. .E1 6063-T6 ALLOY AND TEMPER v' 2' I5•MA%"I0.139'I0-131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; `t 111 hilt{'jjw 02020 TILTECO.INC. _- 02020 EASTERN METAL sOPPLY, INC. �{�HpCENf I (/T� BERTHA HVTM L E C O ���. �.5,�,�. Accordion Shutter System No.441 7 FLY. BiAOE#t w/OR W/O KV.WINDOW KAOE American Shutter Systems EV, DESCRIPTION DATE DRAWN BY: MP T5 N.W.TESTING . ENGINEERING COMPANY ASsoc1OtIOn, Inc. I OLD 17-107 7 2 '636s N.w 3em.sl.,Ste.3Ds.VIRgNIq cARDws,TIDRIDA 331 //20 DATr• 7/2/2ozo STATE 0 '�L02tJ Phone:(305)671-1530.Faz:(305)071-1531 4268 Westroods Drive z DRAWING No "40RID e-moCA-OW6m'g.eom West Palm Beach, FL 33407 J Zfl-�64 %,%CS•••,.....• .\G` WALTER A 71UN Jr.P.E. 4 . 1�A�\SEAL/SIGNATURE/DATE FLORIDA U�0 44167 5 SHEET 6 2 OF 20 4.660• 9_2_9' °s2_.ri 2 A.�21903-••`4.5 7m_6IIj' —_-4o 45'I m°Y2.o`2j 93• ,\o.9$4.RAJ N ('m •Y/ •0 �YI tSL 4T'-N2.4.o,t/Q� 1/4'-2D _y O_IE-•�CA1IS T .745' P_X4 S/AFAD THRCCADm HOUSING NG F,IH AVLl mnIl-20 (2ST7.) BAKED PAINTED1 1 /-DIE BCAST HOUSINGS ENAMEL BAKED PAINTEDI ^ / 1. i— 91 /__ECRK a JRN w 657'N m6 316' 0 mLY(=E CHROME PLATED)4.21 mI S CYLINDER 1 C t.3zs 'j �i QUALIFIED FOR SEW HV BLADE 1 1 ONLY � HV FLOATING CENTE h;•/ 'so; � ® HV LOCK HV EGRESS LOCK 6063-T LOY AND TE QUA LED FOR USE W/ HV BLADE(6& 1A ONLY ? 3.a23' .675' QUALIFIED FOR E W/ HV RED FOR USE W/ 6063-T6 ALLOY AND TEMPER TE BLADE O1 f14 ONLY. 1 & 0 .r Q ALIFIED FOR USE W/ HV BLADE 1 ONLY 2so'O.D. _ 2.8 74' 6063-T6 ALLOY AND TEMPER pH� �� 4.045' _ .�!21' TOE —m1 _ml m rnl 2.079' _ 1.753_ I —� rl t.I)W� oI 0SCREW 62 (p I .360'AFTER RNETINC - I of P'Lps of I '1_ L@25-1 B RE RIVETING I1 �I J THUMBSCREW " — 0 I NU n al N �� I ` 9444 ALVAGNUM(202 TJ A110'0LARGE FLANGE THIN %*S-El 115ERf,PART 062 AHANUFACTVREOm•AVOEL 22•PLAN FROM(ELEVATION HV L " " O C TER TE 4.56s' EKfORN,PARSIPP ,NEW JERSEY 07054 OR EQUAL LOCKER FOR-"T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 29 HV FEMALE "T" LOCK-CENTERMATE ® HV "T" LOCK C QUALIFIED FOR USE W HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV / O 606R U ALLOY AND TEMPERR'' W/HV BLADE Ol ONLY. BLADE 10 ONLY. 6063-T6 ALLOY AND TEMPER 1.917 1.917' 3 - .G63' I L` Y I I , 432 .I.0;T a ..`-CYLINDERROR .214' T) .063 -062'� „m .OE7j' • KEY CYLINDER 'm .214' � ( --•fir � - I t • 1� m �� I J (n IN 11.1175'Yin. 1 .125'Moe. 0 OCKING ROD ®HD CENTERMATE W/ LOCKING ROD .405IFIED FOR USE W/ HV B E(J& A QUALIFIED FOR USE W/ HV BLADED&8 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ®3 HD CENTERMATE'S INSERT VARIES. 12'MIN. QUALIFIED FOR USE W/ HV BLADEQ& t/C a-2D 65.OR J/fiY-ts 1.130' 6063-T6 ALLOY aND '- ACEfAL iM1YG5(7IEEW5. I tt/2' rTHUMBTURN CYUDER OR KEY jt15' rl I 1.57 Min. CYLINDER `o *� 1.76'Moe. 1 LOCKING ROD 1 QUALIFIE R USE W/ HVBLADE 01 1,375o 11/4.0HD LOCK � 6063-T6 NO TEMPER © HV 3/8"0-16 ACETAL HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. �,JINSTALLATION WILL REQUI • HOLE THUMBSCREWS E HV RIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ BLADED& ®A DRRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W/ HV BLADE it)- QUALIFIED FOR USE W/ HV BLADE 0 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 RL7EC0,INC. ®2020 EASTERN METAL SUPPLY, INC. Ilk Eh BERTHA H1/TM L E C O N�. ■ Accordion Shutter System No.'44 67 KV. BLADE#1 W/OR W/o KV.NINDON BLADE American Shutter Systems ,N DESCRIPTION .DATE DRAIYN BY: NP TILLIT TESTING & ENGINEERING COMPANY o: Association, Inc. I OLD 17-107_ /2/202 DATE: 7 z 2020 STATE F �102a 8367 Phone J6l( 5)St..JOS V.F" GARDENS FLORIDA1-153 3310 // c�ORI A Prone:(305)671�:tilt O.W.com09)671-1531 West Palm Beach4268 tlsFLr33407 3 DRAWING N° �i,<`S''•. ..... ••''L�� ' TOCA-0006719 20-164 ;Oh1LAL E�1```��o WFFLOR�IM a 44167ILUT Jr.A. E 5 SHEET 'p SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR .. HV � HV a1 3/8• 12'TOMIN. t TOPE .. 0625" 10 HV BLADE 1 40 j� I i ejEtA! .ta7r1 - -_ �.I� yy,gt� I ! HV W1 DOW BIAOE .0625' 06250625HV BLADE to l j �� �, _iBLADES �1075"HV LONG RECESSED NYLON BUSHING X x n K14UCKLE .0625<o (TYP) 0.052 5' HV SHORT RECESSED NYLON BUSHING - J v�a�p ! FlA7 PORTION RI 750p/ I ® HV NYLON HAT WASHER -�• OR ® ry�,Lx , aF EIAOE - nmw I{/ 3750- ® HV WHEEL CARRIAGE AISI 302-303 SERIES � I �A 13'" 400 - I I n ��""� I •� I Al2.8750" X 6.870"x3/16" THICK NYLON WHEEL. , A1N.�j M/Wir D7v I 0.188"0 AISI 302 SERIES S.S. RIVETS' I- - nl� 315"0 SEPARATION A.�LEAR P3.00 ! I BE.TW BLADEN ----...� .0625' .0625' 3:7500" , 1 I �• +5 3/4" oN r-r HV 1 3 4" ACCORDION PIN W yy8 HEAD * EXTERIOR ,, (I 1� ®- / / O _ .ice-'11 I� o OPENINGSSELR— (� L�� f7' / ON C�NTERS ,75D0- HV 2 3/4" ACCORDION PIN W/ j8 HEAD * �� a " w �tEaoR eLEvITtayLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW i I � + BT. sEN TYPICAL HV WINDOW BLADE AND HV WINDOW •DETAIL (DOR tip• �® or \I N7SI POLYCARBONATE 3 ��• II; c i ([SEE NOTE FOR I ! ! I t' .. h_QUIREMENTS) ! OOR ® .I $:POLYCARBONATE IMPACT RESISTANT HV WINDOW i BAYER MAKROLON 3103 POLYCARBONATE 12"MIN.C ICE RESINS, UV—STABIUZED GRADE OR SABIC # c =�I_ TO BLADE B Tf M INNOVATIVE PLASTIC LEXAN 103 RESIN V SFOR ! I '' j (SEE NOTE "F" ON SHEET 19). (D OR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR I ! POLYCARBONATE SOURCES FOR 4 TYPICAL SHUTTER ASSEMBLY ! I EXTERIOR HV 1 BLADE. .� ! APPUMLE -'RSULT . : TYPICAL PROMMES STMmAIap N..S. I:HV PIN @2 OR 4.,AT ,1 - Rtra1EN0E ¢maa/vmws ^^kDC (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT ; EXTT10R ¢( @IIS:Cdt: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM NJ/ HV 1Q 00.324'1 BLADE'S KNUCKLE. �(SEE NOTE * FOR ` SP�r,G Ce AST.17752 0.043 IDAn 0D47 m/h} BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. REQUIREMENTS) : 'T,P-gr 1E U YIELD SIFENGGH -ASUI M6 5.400 v i s300 Ps. SYR�1 RExtWAI M AT YELD 'SIN D7, 12SO0 p L 13,w0 Pa. (3) HV PIN ® OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER TiExu ul Noouw S I s P DM340,000 p.al. 343.000 pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, i I j I � RarcYNn MODnm oz3a 10 FT-m/a n rt-m/M SHEET ® I; FlRF RumUa c:e.�4errmsncs. . WHEEL CARRIAGE DETAIL O PAWSAIGx O M l D93D28i3 C.-I% C-1 s Wx N.T.S. ASSEMBLY LAYOUT RATE M E RniNG AAN Dws O-1 cuss c.CLASS T . ... SELF IcxmoN - Ys7u Dtszn low•F oRo•r 8E6➢IE]EtlS: Am cts6 MT LE STRQICM AFNR 1FAINERM^. AM bM .302 PG.L b o p-L (f) HV BLADE .SOLID & _rA- HV WINDOW BLADE DETAILS °E5 ES s'b3s R,�t P•a.i. F#BO pa.i. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111111• ID2020 TILTECO,INC. 02020 EASTERN METAL SUPPLY.INC. , BERTHA'HVTtr v = I L- E CIO LMc. Accordion Shutter System H.V. BLADE(j1 W/0R W/0 H.V.1MNOQW MADE No.44 6, - American Shutter Systems EV.N DESCRIPTION DATE ORAWN W: ur TILLIT TESTING & ENGINEERING COMPANY 7k' Association, Inc. i OLD 17-107 /2/2oz DATE: 7/2/2020 53M N.W.361R St.Sta M.VIRGMV.GVTI) S.R WI A 3316 ¢268 Westroads Drive z -p: •STATE •G(/'••-C/ • Phone:(305)671-1S30.F-:(305)671-1531 DRAWING NO f a-naa:t{Pacot90ol.cpm West Polm Beach, FL 33407 3 _ '�O'•, F �E' CA-o006719 - - �OR! ''•� � WFLOTR FLORIDA 844157E 5 _ _ _ _ .CHEET 20—�64- .. - '�i,, �AAL/SIGNATURE/DATE a OF 20 - unitut _ •' 's c a`. �•��((7} Y x s 1 u ��®•® *NOTES ON HV LOCKS AND''CENTERMATES: YANMTORY CONDITION JL• ONE HV LOCK 2�w®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN •-% I OR 12'ABOVE OR BF,1<OW 2 OF SHURER SPAN FOR SPANS UP TO 105 AND.FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK f29 or t�MAY BE.USED,AS-AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�OR C -20 x 1/2-LONG,RAT HEAD S.S. M.S. LOCATION OF LOCK:SHALL BE AS INDICATED ON ENTERMA UTTER(Z LEV ATI•m TYPICAL_SH 5 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HVF,� i6 a0� LOCKS- OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES�E1' �5 OR.O SHALL BE AS INDICATED ON NOTE(1)ABOVE. " LOCATION OF LOCKS SHALL BE AS INDICATED ON.TYPICAL'SHUTTER ELEVATION. H _ i 3. OPTIONAL CONDITION#2 &AUD ONLY WHEN b"RAJORY CONDITION #11 OR LIMM II o !2 IS USED H.y_ LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY. _ �4'a on96 0 ix90 6Iw BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE v - / MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.11ANMTORY CONDRION 02, ONE HV LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN - AND INSTALLATIONS AT ANY ELEVATION. HV LOCK w®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, _ ATTACHED TO�CORNER CENTERMATE W/(2)'1/4 R-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS®. , I -_� - AT TOP& BOP SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. o xoyc-11ve I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN.ON SHEET 12.' , I 8 •ONE ALTERNATE HV„LOCK 26'MAY.BE.USED IN-UEU OF HV LOCK or FOR ANY SPAN AND i S= 8g OORR?�" INSTALLTIONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED•AS AN NSIDE OR OUTSIDE.LOCK.ATTACHMENT / y x• , 9� � '. xoo- c '1� OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE.MADE W/ 1/4.0-20x7/4•ALUM. RIVNUT AS SHOWN ON SECTION.HVE,SHEET 8.ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER;SPAN OR TWO i -S^tlSFm, LOCKS AT 1/3'OF SHUTTER SPAN. :6.MANDATORY coNDTIKIN•f3 fog KEYSTONE YOUNDND INSTALLATIONS: .ONE HV LOCK®or®or®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 68',AND FOR INSTALLA71ONS AT ANY ELEVATION.HV LOCK®or®-or®MAY BE USED AS AN INSIDE OR I -OUTSIDE LOCK,ATTACHED TO©or®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. I SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ .CONNECTION - I 1 r _ _ -- -- _ OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. - DETAILS ON D P -C H 1 J - K -L Y p D - ■ V i SHEETS 10& 18 TYP. FULL I- IV HEIGHT. 3 : of CORNER -'NOTES ON HV Te LOCKS.AND-'CENTERMATES:. ' ( 1 CENTERMATE ONE ALTERNATE HV'T-'.LOCK V MAY BE-INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND © I STALLA710N AT ANY ELEVATIDN.'AL NAIE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®.INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON-SECTIONHVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES @ AND®W/ 1/4-CC20 x.1 1/2' LONG S.S.THREADED BOLT'W/7/8'te,x 3/32' WINGNUT-OR W/ 1/4'4-20x1'S.S.M.S. INTO A 1/4'ox 5/8' RNNUT..LOCK MAY BE INSTALLED.AT MIDSPAN OR 12' - ©+O MAXIMUM ABOVE AND BELOW'MIDSPAN.USE OF TWO LOCKING RODS'®TOP AND-BOTOM IS MANDATORY. 15, ®� Ia Q•©a19+I5�Q+® *NOTES ON HD LOCKS A-CENTERMATES:. n �y �/� 1:.H�Qj` I,1S�Yl,(-HD CENTS ATES�3j FOR(32 W/ILA': ONE ALTERNATE HD LOCK�MAYBE USED IN LIEU OF. • - .1 1 PICAL !�) HV BLADE SHUTTER- ELEVATION - ITV LOCKS(2_}oR(2�FOR ANY SPAN AND INSTALLATIONS AT ANY ELE TO EVVATION.ALTERNATE ND LOCK®MAY BE USED _ - N.T.S. - - REINFORCEMENT AS AN INSIDE RNSERTI(a AS SHOWN ON ATTACHMENT HDB OF HD LOCK AND HDC-HV IS /C.3SHEET 108LOCK MAY BE'INSTALLED LAT� MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®.IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velicity Hurricane Zone .•ylttfi11111 o •"�\{H 2020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. - BERTHA HVTM 1L E O O.�N,. A, _ Accordion'Sfiutter System �■ H.v. HA_DE//T w/aR w/o FLv H7PDaN aDE A a No.4411 ' - TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems VV.H DESCRIPTION DATE DATE . DRAWN 6Y: Mr ,� /f am N.W.Stun.St.,Ste.303,MRMNEA GARDENS,FWRIOA 331D A9SOOtOt�On, Inc. T ,OLD 17-107 /2/202 DATE: 7/2/2020 tO' STATE 0 Phone:(3o5)s71-1530.Fax'.:(305)871-1531 4268 Westroods-Drive z DRAWING No a .d:tat o..*..L . West Palm Beach, FL 33407 3, FLORID, CA-DD0571D , 20-1 64 .-. F .. WALTFR A.TILUT Jr.P.E. --_ SHEET �����is`s/O�jA� �. �.�`�EAL/SIGNATURE/DATE FLORIDA uo. +41e7 8 - 5 OF 20 ONCRETE ANCHORS POURED CONCRETE IRTED= POURED (SEE SCHEDULE ON REQUIRED REfE BLOCK/; �1/4.0-2Ox3/4'S.S. 0 CONCRETE-.` � SHEET 13) E _t - REQUIRED �-. CONCRETE ANCHORS MACHINE SCREWS. - 1I CONCRETE ANCH S :\ - 1©18E�i-'PONE(SEE MOUNm+D ON SHEET 7) r--- (SEE SCHEDULE ON W/1/4•-20 (SEE SCHEDULE 0 SHEET 13) �` 1• ® / SHEET 13) NUTS® 12.O.C. _ � - /! -{C _-- 1 0 4 / \; Mlli: 1/4'0-2ox3/4-'ss. I"Mfn. �/ _ � EQ, EQ- MACHINE SC.9c"WS EO E_O- + _ L - 7• USING 1/4--2O NUTS - ' ,1 -!( ®;2-a,G.. 1/ .�_.`. . 1 _ E.D.s- ///Z r.250'Max. �13 oa 15 O3 oR 15 !_D ./ 1 i ; 250'Max. D. 1/ 1 1 I 'r Max. OPTIONAL 1 �, � i �' ..�'•. I �I I !}' V_ OPTIONAL L ro[auE t �. I 1 MIN.SEPARATION TO GLASS LASS E10$TING I to 9n0E� -I,I �1 FOR ® I - i i - 1� EXISTING G (SEE SCHEDULE ON SHEEP .).. C1A55---i BMES(D I i'- MIN.SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) �— . EK6TINC t 1 1 GL"��'_ I -HV WALL HEADER INSTALLATION QA ,AV WALL HEADER INSTALLATION BO .HV-WALL HEADER INSTALLATION +-KEYSTONE EXISTING - . - .. .MIN.;SEPARATION TO GLASS - CLASS—i I SCHEDULE 1' �' (SEE SCHULE ON SHEET 11 C To WMVI la i 1 f .L'/OR ®� i 1�: '1 1Q' EXISTING ' i.' . SOi0LAaNSEE - I -MIN.SEPARATION TO GLASS -GLASS t, i 11 FOR MADE m� t i dt i (SEE SCHEDULE ON SHEET 11)- _ _ O7 9EET IG PER 1 BIID6mnQ I EXISTING 1 (('/ ! OPTIONAL 1 i 1/4• E.• • Max. OPTIONAL i'h/a•Max. - I ! 13 E D.- LEXEQ Ir 'Min. t'1 P oR 14 / /- eFCPNCRE. I 1/4'a-xox3/a'ss. - -- 1� PHIWPS TRUSS HEAD / 1/4'0-20x3/4'S.S.PHILLIPS EO -EO MACHINE SCREWS USING- •� - CONCRETE ANCHORS ' L CONCRETE ANCHORS 1'� 1/4'-20 NUTS®1z'O.C. '• (SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS --(SEE SCHEDULE ON SHEET1Min. POURED CONCRETE.' SHEET 13) �W/1/4;-20'NUTS 9 12'O.C. / /POURED CONCRETE OR CONCRETE BLACK ORCONCRETE BLOCK � _ _ REQUIREDWALL REQUIRED ' CHORS " 1 QD HV WALL SILL INSTALLATION (SEE SCHEDULE ON FO HV-WALL SILL 'INSTALLATION' POURED CONCRETE-I "SHEET 14) -OR CONCRETE BLOCK WALL REQUIRED. O HV WALL SILL'INSTALLATION NOTE FaR.GOL18 NATIaN OF SECTIONS: _ I N_ STA LLAT I 0 N DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER E.D.=EDGE DISTANCE SEE IJMTTATONS OF USE FOR ASSEMBLY _C , 'HV_.-BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE lA ON SHEET 19 IN-ANY.WAY TO SUIT ANY INSTALLATION.,_ • - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ' 462020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordio Shutter System. -- IL A�.S.S.A. _* STA E Q No.441 7 TILLIT TESTING Qc ENGINEERING COMPANY A - H _ DATE �2 DRAWN n�/2: Mp _ K �� w/OR'w/o /2020 �lL�^ mericart Shutter Systems Ev oEs«aPT,oN �.�.w SM N.W.3EtR St.Ste.301,VRGINN GARDENS.FLM24 3318 ASSOCIOtIOn• Inc. 1 -OLD 17.1D7 _ •. / , ate'•• Phone:(305)871-1530.Fox:(305)871-1531 4268-Westroods Drive 2 •No �� �C d C a-ma:tBtecaOaol.com West Palm Beach, FL 33407 3 DRAWIN �ORID. ••�� ..- ., GA-a0o07,9• - 20G164 ''G�. _..-.. WALTER A TOUT J,P.F 4 - - -. -- ''��ys�ONAL ��`�`'SEAL/SIGNATURE/DATE FLORIDA ue.g 44,tn a „„ _ .SHEET OF 20 POURED _CONCRETE ANCHORS _-I � CONCRLllETE (SEE SCHEDULE ON.SHEET 13) I To GIA S(SE GO OR SKU ;{ 1 OR ®• DOSTINC { Z.• N TO AssRE. r 1 ' �• EDGE OF --i i,FTP Hem IDNO ,' ' GLASS---I (SEE SCNEDLRE IXi- Di SHDS 19 Wi I wN:bIP.1nU1 { SND7 11) - ...E.D l APPLCBLE EXISTING eAasOa 1�4 { i ' r(�sv�uE I I' GUSS� { on sett n1 \ i - •I ALTERNA7El i i EXISIING�, _1! - E ANCHOR LOCATION {i I{—I i I 1 t GLASS ' 'A I '' �'1 Ox3 4•-HEX WASHER HEAD - {i `i{ II I 1 OR 1$ 3 uN. TEK SCREWS®'72 O C. �S. ,/.// IIII,DkL II) - ry - ; I 7 e MIN.— CONCRETE ANCHORS -.t j SLAB IF 1{ i I _1� ©4 70 - (SEE SCHEDULE ON'SHEET 13) / 0/ If EOf 8 •~/ 1/ �/ APPLICABLE EXIST EDGE OF-- SLAB FF �/ / cuss---lil uN stwuDu+ I '' I APSLAB BIE I f//. � /Z �•I�/I' /.% _ slue APPLICABLE TO aA (S1Y I % / AP LIC L£ 'POURED , D. POURED-� FLAT HEAD CONCRETE ANCHORS Scl*A ON SHEET 1, , :.. /// ✓ _ CONCRETED' CONCRETE - (SEE SCHEDULE ON SHEET 14) -I Ii FOR Bert 0AID POURED ! / REQUIRED ON SHW 19'w {1_"),OR CONCRETE REQUIRED (_FLAT HEAD CONCRETE ANCHORS BADESW&a I—J7 REWIRED —E. D.- �F D.t� (SEE.SCHEDULE ON SHEET 14) — . @ TRENCH--INSTALLATION VALID ONLY FOR'UP TO'+70, -75 PSF A.S.D. Q HV"_ELOOR-- INSTALLATION t MAY WALK-OVER._INSTALLATION. DESIGN PRESSURE RATING&FOR SPANS PER ©-HV CEILING-_INSTALLATIONEXISTIN SCHEDULE$J, SHEET n _ . Aa+,srAwcx I 1 _ _ CONCRETE ANCHORS CLAssG u�iocuss -. (SEE SCHEDULE ON7. t i m 1ij I i : - ,1 -,lam - I SHEET 15 1/4'0 1nt T oN SHEET 1T) I I, EXISTING I I` i I ?" EXISTING—i - - i EXISTING�,^-. -_ TECHNOLOGY OR 1 4 0 MWQS .O CLASS I I i i GLASS ����II uw,--w.TO 4L1 I' ���(��.� GIJSS-•-I // i I i,: FASIR+aS TNy,Ert4�yawt5 W/ 1 4 '1 i(Ilt 9Mi71AE Ci SMEET 11) `{ ' J Ant SmAM1DN ro al.�' I ! 1 3/4'YN.E1�ENT o D' I rMAX 10 i i i I 1,. ; I(SFt SOatI1LE GAIT` N •111 I, 'I 1 O.C.FOR IMP TO 6'-O'SPAN AND l m I - I 1 4-O.C.FOR SPANS LARGER MVN F. I I 1 i�� i 1/4' I y(E/Ja i rI1 O 6-D'.UP 70 8•FOR Wix.MPLY _ I 1 1 ,1 MpX. �/ / I SyP-)-(AT NGM `--wR HFIO 1/2- I / I i LID/ I (RP.)-(SEE.NOIE}}CN ; f 1 T---'- D 4 - #IOx3/4 HEX E `, : FOR UYIM DR 15 I ••1 WASHER HEAD I I � 1 MAX. [. TEK SCREWS GONT.SEAUNf-�' j14x3/4- HEX HEADJ' `• 1 3 8 - ® 12.D.C. TEK SCREWS®9'OC { 1 I '- �. f, 4L` / �1/4'4-20.3 4 SS U5 I 14x3 4-S.D.S. 1 / ' OR 1/4.6-ZD 5.5.MS ;{ CONCRETE ANCHORS c t ;� O,I`3/ / -- 1 I 1 i 1/4 )r t15P&1/CR-20 NUis W/NUf (SEE SCHCDULE ON n 1= - - ' ` - O 9'0.C. _ ox. a 12 O.C. ._-. 1.2 _ .... .. �. I SHEET N) - M / -- r$Ti --, 17 oN 18 , </j�OOSILNG NON STRJCTURAL f jl �• / J'I -.EDGE OF O 1/2 1- j / 17 R18 I�fY.. _ [: 20E DMIN .I = SILQ muA(DECORATIVE r� I - // SLAB F '\ Y�./' \ If l4xJ/4'F.H.S.DS. MIN - F 7 8 APPLCABLE .,t, t �f./ - P,9"O.C. POURED CouC4ETE CONCRETE ANCHORS •SEE NOTE 13(b) _ - REQUIRED D PWRED CONCRETE (SEE SCHEDULE ON ON SHEET 1 , SEE'NOTE 13(b) - POURED CONCRETE.. ON SHEET 1 • EEO., OR CONCRETE BLOCK SHEET 14) - REQUIRED OR CONCRETE BLOCK - t OPTIONAL POURED. - '• REQUIRED (LA)KEYSTONE MOUNTING INSTALLATION ' CONCRETE • OK HV 'WALL-FLOOR..INSTALLATION © HV.WALL.WALK=OVER-INSTALLATION 1AAXPAUN ASD,DESIGN PRESSURE:+84,-72 Pal - .......... . ... ._ ._ __. _ MAxoAUN sHvrMR SPAN D'-D'. , REQUIRED ,._ _._ _ HV RAINGUARD INSTALLATION, t NO NOTE FOR COMBINATON OF SECTIONS: ;t - - t THIS INSTALLATION SHALL BE E.D EDGE DISTANCE REMOVABLE WHEN PERFORMED 1-SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 1}) ARJ�4TEAN OPERABLE EXIT SEE UrTTIONS OF USE FOR - 1-SEE BLADE ON SHEET 19 _ _ - I NSTALLATION._.DETAI LS._W/, T..W..BLADE 2 MOUNTING SECTIONS CAN BE COMBINED IN ANY ww To suR ANY_wsrAUATION.__ FLORIDA BUILDING CODE(Hon High Velocity 'Hurricane Zone - _ - - -_ _ - --- _�'--_ -_```,`� d111�IIII•jf /'/ - 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. -- ,.� BERTHA HYlM: Accordion Shutter System No:44 67 = A KV_aADE#1 W/ KV.1NNDOW BLADE IL EC O ��� A.S:S.A.' *: *• - = _ ?.O Q.(� TILLIT TESTING �& ENGINEERING COMPANY Rf _On ft0� Sy9t8R13 Cy...N DESCRIPTION W/ODATEJ DRAWN BY:..-M.P - ertc Shu 1 L 6353 N.W.361h,51.,Ste.303.MIN"GARDENS,FLORIDA 331 AS$uclelienA Irie. '-, , OLD.17 107 /2/202 DATE: 7 2/2D2O "s 9. STATE F Phona:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 = ��0�•, F(QRI tv�,.` e-mail:kilt-641 aom West Palm Beach, FL 33407 3 DRAWING o RAWIN N WALTER A TIILT Jr.P.E. CA 164 qA"ej FINAL j� SEAL/S,IGNATURE/DATE, ; FLORIDA On.g 44167 5 S-7- " SEE END WALL CON SHEETS 10 IS SEE NOTES ON LOCKING RODS© HV LOCKS(2)or 2© OUT 9�� IN r INSTALLATIONS. W f_ 1 HV **AND ALTERNATE HV LOCK®ON SHEET 9. EXISRNC G1A55 BLADE SLACK DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BIADE(7) 0R- SEE END WALL CONNECTION t 10•05 ©• ©•©°" EXISTING GLASS DETAILS ON SHEETS 10 dE 1'8—! 1 8 OA 1 $Ox $ • OI r— " 2'x2•x1/Bk0'-2 O I ®.®oRQ•©a+19'�5 3 1/4• 7' 6 1/2• _ 7" (6063-T6 AI1/B ALUM. OPPOSING - ANGLE Witt) 1ALUD TAPCON i 1/z• • SYMMETRYCAL ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN.SEPARATION (TOP/BOrTOM)k 10.3 4 S.M.S.® 12• - (4)81ax1/2•s.M.S.ro mBE oC.FULL LFNGHT. I W/ HV LOCK or 125) J HV LOCK 2 or 2Q To cLAss AT EACH ANG N mP) FIN 3 * 3( -� (SEE ESHEET SCHEDULE ON . 5 E-� ") ----------- —=— ------- ` _- ------- ---- -- - ----- --- ------- OVIL _ 2 o � I 20 LOUT,_ 1G•®�©'®�®.,©� HVIC HVA HVB ©a®a©'�eP©a 10'®°R EXISTING GLASS -POURED CONCRETE WALL ©'O•©�©•O{ l 1G• ,� REOUI(tED SYMMETRICAL ------ �N O'© � i >> cuss L 6 . 7 6 7 - ------- 1 ®•08 a 09+�DR 1®+�5 �E705TNG CENTERMATES- 6+ 8 4R 1 8 8 • 7 M MINTOSE SEPARATION / l GLASS * f ©'O ®' O ® (SEE SCHEDULE 5 I W/-HV LOCK•� 1. OPTIONAL ON SHEET 11) MIN.TO SEPARGLASSATION (SEE SCHEDULE I N OPTIONAL ON SHEET 11) 1 (INTERIOR) I1 —_—_— L —CONCRLTE o - ANG16*HORS C. 1 6 1/ 2•W.SUCK r OUT 3 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``�U II�II 114fIj�A 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM S Accordion Shutter System No.44 67 IL E C.O.�Nc. ■ ■ ■ ■ Hy._aaoE_#] W/OR W/o KV WNOdR MADE - TILLR TESTING 8c ENGINEERING COMPANY American Shutter Systems Ey,N DESCRIPTION DATE DRAWN BY.. M.P o' STATE F ��� 6355 N.M.36ttr.Sl„SW.303.YIRGRBA GARDENS,nDRM!]16 ASSOOIOtIOnx Inc. 1 OLD i7-to7 /2/2 wte 7/2/2020 .fI'.• Phone:(105)871-1510.Fax (305)671-1531 426E WCstroods Drive 2 DRAWING No '�0 ' "40 I P.'��� a-mdl:Ultec0000l.com West Palm Beach, FL 33407 3 20-1 64 <�( •. R CA-MOS719 °�aAsSi0NLA1 W ���rSEAL/SIGNATURE/DATE FLORIDAFL u 8.167 5 SHEET E OF 20 ALTERNATE INSTALLATION W HV "T" LOC O V MALE/FEMALE "T" LOCKS CENTERMATES 8 29 & LOCKERS 2� W/ n HV BLADE SEE END CONNECTION DETAILS ON SHEER 10 & 16 INSTALLATION n HV BLADE OUT [ IN r��—o nc Mass BADEQSLACK DETAIL MVT,INDICATED ON SHEET 8, W/ HD CENTERMATES AS WELL AS UNIVERSAL FLOATING DUDE®DOTAL NOD-hVD CATED . 6 7 a 6 a+10 o! INDI ON THIS SHEET, MAY BE USED WITH 7M5 ALTERN4T I�10•®�©.®O1®•©a Ir/5TAt1AT10N DOTAL Mac s1wwN IN nas SHEET. DETAILS ON SHEN 10 A0 ETS e I � ®•®"�•®ROB.®a cross-Te Allm)Aiuu. / � „�.® 35 x * 35* I ANG µw/E21,/4ti sro• I (OPNONAL) ( 134 *3 , L--------------------------------------------------------------------' sT. l,Du.C.s.1s.o,2'Ar EACN ANG,E.tre) ac.ElA1 LENGNT. * IN _/ (4)M.V. (4)H.V,30 HV T" Pets(TYP.) n I\� 7 s. PINS(TYP.) mLOCK (INSIDE) _ 1 —_ — 1 / — — — — --------- - — — - - -- . — — net I� 1O 28 29 1 — CV- 14 OUT 31 OR 32' 3 31 OR 32 31 oR 3©-� 31 DK 32 *� * 35 * 1/4" 0-20 x 1 1/2" S.S.M.S. 5 _ OUT (�D ) DC- C SEE NOTE a FOR ET LACK 3@, W/ 7/8"0 x 3/32" WINGNUT. ( DNAw HDB HVEI H HV E LOCK.NOTE a SHEET Kv s. » -/ SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) 2® W/ CSdt W/ & LOCK (EXTERIOR) LOCK (INTERIOR) t SORES 8444 ALNONUM HVG* (2024-T3 ALLOY)LARGE FLANGE TMII V(,,�y,a®",©. 7O nOu 10•®p1 ASSKEETNUREFf.PARE/D62a ��®"'©•�®®w AS MANUFAARSPP BY a NEW JERSEY CHERRY 07054 O PARSSPENY,NCI JERSEY ©•O7 •®a©•OO •®p O7a54 OR EQUAL NOTES ON LON(D RODS O e ND®LO=ON SI EEr S /--4D uraeva.L FLOATING MADE©MAIL NDu-Nw Is vAUD roR ALL mN1EweMES A,vuwnrls rAN mAu Q HDD-HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\ ;,1 et � 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC Y�� IM BERTHA HV ��t✓ENS A S A Accordion Shutter System .. C O . . H.V. MADE#1 W/OR W/O RV.WINDOW BLADE No.441 7 American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY 2f� sass N.w.3Mn sL,Ste.sos.WRG Nu GARDENS,FLORIDA33Ie Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 Phone (305)871-1530.Fox:(305)671-1531 4268 Westroods Drive 2 i o'• STATE DRAWING No %�, "-.oil: N�o0191.Gom West Palm Beach, FL 33407 � Lfl WALTFR A DLUrr Jr,P.E. , 20-164 FLORIDA LTG.®44167 s SHEET L/SIGNATURE/DATE 6 9 OF 20 POURED CONCRETE OR i POURED CONCRETE POURED CONCRETE �p OURED CONCRETE CONCRETE BLOCK WALL I/ / / OR CONCRETE OR CONCRETE __,'\ / OR CONCRETE / / REQUIRED � BLOCK WALL REQUIRED, �, / BLOCK WALL REQUIRED j� � BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS 17 / J l• /CONCRETE ANCHOR ET(ISNNG GLASS -F 2•MIN.< EXISTING CLASS i O 16•D.C. 1 / /_ i / /— �' / 2"MIN.. -- MN.SEPARATION / / TO°BASS / GLAI / TO GLASS(SEE / 'j111 TO GLASS(SEE EO I�`; O ro�( / tS�E�(® / wu SEPARATION r MN.SEPARATION SGLIEDIAE ON 5Ht17 1/16"x3"MAX. ON SHEET 19 FOR /',/ SCHEDIAE ON 9fET F SCfimIAE CPJ SHEET 11 FOR BLADE ID (6063-T6)CONT. BLADES &Q 11 FOR ELlOE�AJID • _ 11 FOR BLADE®Np __1 CN SHEET 19 FOR ALUM. CLOSER ON SHEET 19 FOR ,�2• (LOCATE AT ) BLADES m&Q� PLATE (LOCATE 1/2' / ` euDEs O&Q) - ON SHEET 19 FOR ETTIHER SIDE® I ' Lr� T� .., ERAOFS m& OF 5 ` AT EITHER 510E MIN.- 1/2'MIN. OF©) /' { I I - L .. 4 USE 1"OR 2'MAX. I (— 810x1/2"S.M.S.�/ I ` '/ _—_— (AS APPUCABLE)x2"xl/8"xO'-2" 910x1/2"S.MS_/ _—_--_J ® 16"O.C. - - ! ALUMINUM CUP AN ! __ I` - -! 4 / (6063-T6 ALLOY)AT MIOHEIGFR ,�� (1) #10x1/2"S.M.S.TOQ& f\ - (2)1/4-e TAPCONS ANCHORS TO SEE DETAIL X FO WALL AT 1"O.C. (LOCATE AT SIDE CONNECTION 1D OR ERHER SIDE OF Q) O OR @' O OR ®� SEE DETAIL X FOR OR Qy TO TRACKS � O- ®v O, 7Ov 8Q 1�•®v SIDE CONNECTION ®v©. 7Ov©"'lJ•®v SEE DETAIL X FOR 4 6 Io7ov 6• 7 v 8' 10•®v TO TRACKS v v 6 7 v 8 10•®v l0a®^�®•®v©•®v SIDE TOTRACKS .I 10.E®a•©•®v©•®m ®•®�®•®�®•Om©•® p•®„p.®ate.®vim O•®�®•©�®•®�®•� END CONNECTION DETAIL END. CONNECTION DETAIL 2� END CONNECTION DETAIL(�) END CONNECTION DETAIL 4Q POURED CONCRETE OR • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• � -- �- , ✓ •_ _EXISTING GLASS CONCRETE BLOCK WALL STING 4 L REQUIRED '� CUSS o-� O• . PAIL SEPARATION --—-`—— i _._t•nya �-----------� TO CLASS(SEE @ 16"O:C. MN.SEPARAION Y ------�� --------- .� SCHEDULE ON SHEET - TO GLASS(SEE Df y ,! /--______ !�©OR®OR(DOR 11 FOR MADE®AID CONCRETE \1/2"MIN. SCHEDIAE CN s�T ____________ `I-- �/_ I ON SHEET 19 FOR ANCHOR 0, _ t'-I' I 11 FOR BLADE(E)MD ®_ - QOROOR(9OR(3 CONCRETE— _ - -- BADESa)&Q 12'O.C. " ON SHEET 19 FOR ANCHOR \/ L / p - '\ , rO HAOFS m&QD OR� ® /0 " f!j > L_1 2"MIN. �" 2 IN.`, 2'MIN. SEE IJ ATIONS OF USE FOR VIEW Y I` /- - BLADE ON SHEET 19 �OROOR(q°R�ORO I 5 X 1Q OR I& PLAN OR ®• I DETAIL X /�� L POURED CONCRETE OR v®v V"Q7 v BO 10.®v END INSTALLATION CONCRETE BLOCK WALL '®'©'�©•©°1 REQUIRED ' •®� ©•O•©a©•O•®an HV BLADE OR tl HV WINDOW BLADE INTO ®•®�©•®�p•®o CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O ®�® ®� ®�©® END CONNECTION DETAIL© ® ®a® ®ap FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone a`pt�y1►1111 J(E�,, 0202°71LTEC°,INC. EASTERN TERN METAL SUPPLY,INC. Ct� •/;•w/, ...... /T BERTHA HVT. S Accordion Shutter System No.44 67Cc� L E C O 1 rye. ■ ■ ■ ■ N,v. MAX#1,W/OR W/b H.V.WINDOW BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Mc DESCRIFRON., .. DATE. DRAWN BY. M.P. STATE DF �� 83"N.W.36N.5L,5b.305,VWNK GWDENS,MOMDA 3316f Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 '9� �Q ) P Phone:(3D5)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No O'•. F R rmail:Ullocooaol.wm West Palm Beach, FL 33407 3 ,L0— 64 •� - CA— Ph WALTER A TILUT Jr,P.E. 4 '/iq/r1EONA,{Q`II�SEAL/SIGNATURE/DATE FLORIDA Lie.B 44167 5 SHEET 1 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN' -L+• OR -L-" * " _ MAXIMUM SHUTTER SPAN L+' MAXIMUM SHUTTER SPAN*"L+" 7 - (ft.). FOR INSTALLATIONS W/ WM ICAL OR "L ft. FOR IN Sr I ana( ON CENTERMATES. ® &® or or ( ) R "L-" (ft.) INSTALLATIONS INSTALLATIONS W/ _•eQJO W CONCRETE & 1 L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or & WOOD () & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®Or® OR W/ NO LOCKING WALL A. B, C. D. E, M, N, 0, P, Q, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV 'T" W/ NO LOCKI G RODS® A.S.D. DESIGN PRESSURE RATING. LOCK W/TWO LOCKING RODS RODS MOUNTING F. K & L R, S, &V. ® ® TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING Q BOTTOM SEE NOTES r,17 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H. 1, I1, J WALL MOUNTINGS CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD CONCRETE MOUNTING & M T. U, W & X (TOP/BOTTOM) OR FLOOR/CEILING: ASn DEESSGN A.S.D.OQaa� T 1 N• A. �vsH INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING Rus - DETERMINE MAXIMUM SPAN 7+'FROM SCHEDULE. (P.M.) MOUNTING (1'.0 wmNc FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (p. .) (pe.L) FLOOR/CEWNC MOUNTING (p.a6) OR (+OR-) (.OR-) (.OR-) FLOOR/WALLMOUNTING DETERMINE MAXIMUM SPAN 'L—"FROM SCHEDULE. L 4 (ft) L-(fl) L 4 (R) L-(0) L H ( L-(fl) L 4 (fl) L_(R) O MAXIMUM SHUTTER SPAN "L+OR 'L--FOR 30 OR LESS 16'-0_ 16'-0• 16'-0- 16'-0• 30 16'-0' 16'-0" 30 16•-0. 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14-10' 14'-10- 15'-2' 16'-0 35 14'-10' 14'-10" 35 15'-2" 16'-10' 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+'AND L-'. -_ 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' IN-4' 14'-3' 45 13•-)' 13'-1' 45 13'-4" 14'-3• t HV CORNER CENTERMATE 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-W* 12'-5• 12'-8' 13'-7" 50 12'-S' 12'-5' 50 _12'-3' 13,-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 1 V-10' I V-10' 12'-1' 12'-11' 55 1 V-10" I V-10" _ 55 11'-1• 11'-11- SHALL BE AS INDICATED ON MANDATORY CONDITION 82 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1)'-, 11'-4" 1 V-7- 12'-4- 60 11'-4' _ 1 V-4' 6D 10'-2- 10'-11' NOTE#5, SHEET 5. RATING: 65 10'-10- 10'-10' 11'-1' 11'-11- 65 10'-10" 10'-1D- 65 9'-5- 10'-1- DETERMINE: 70 10'-6" 107-6" Ia-9" 11'-5- 70 10'-6' 10'-6' 70 -- 8'-9• 9-4' L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _ Lz+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 _ 10'-1'- 10'-1" 10'-4 11'-1- 75 10'-1" 10•-1, - _75 - - 8•-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 - 9'-10' 91-1 a" 10,-0" 1D'-9-. 80 9'-10' W-10" "L-"AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR 85 9'-6' 9'-6• 9'-9' 10'-5" 85 9•-fi' W-6- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE SHALL BE LIMITED AS FOLLOWS: RATING: 90 9'-7• 9'-3' 9'-5- 10'-1` 90 _ 9'-J' 9'-3• DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 _ 9'-0' 8'-9' 9'-2' 9'-10' _95 9'-O' 8'-9' L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 P.s.f. AND 8'-0" SPAN, SEE L2-- MAX. SPAN FOR FLOOR CEI 100 8'-9' B'-4' 9'-0' 9'-7' 100 W-9' 8'-4• / LING MOUNTING 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" T-3- 8'-4' 8'-11' 115 8'-2' T-3" MINIMUM BETWEEN 'Lt+', 'L2+; 'LI-'AND'L2-' 115 8'-0' 7-11- 8•-2' 8'1 115 8'-D- 7*-3- SEPARATION -TO GLASS SCHEDULE (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10` W-8- W-0• 8•-5' 125 7'-10' 6'-8' _ - ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-B' 6'-5" 7'-10' 8'-1" 130 7'-8• 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2• 7'-9' 7•-9" 135 7'-7• 6'-2• WIND ZONE MINIMUM SPACING. 140 7'-5• W-11' 7-7- 7•-6" 140 7'-5• -5-11' " ASTM E-1996 SEPARATION 145 T-3- S'-9' _T-5" 7'-3' _ 145 _ 7�-3- - 5'-9• TO GLASS 150 _7'-2- _5'77' 7•-4• T-0' 150 7•-2- 5'-7- 155_ -_ _7•-0' 5•-5' 7'-2' 6•-9- _ 155 - 7'-0' 5'-5• 1 THRU 3 1" 160 W-11' 5'-2- 7'-1- 6•-7" 160 V-11' 5-2- _ 165 6'-10•' -5'-1". 7'-0" 6'-4 165 6'-10• 170 6-9"- IV-1 I' 6'-11' 6'-2' 170 1 6'-7` 4'-9• 6'-9- 6'-0' 1 6•_7" 4'-9- � H V BLADE 180 80 6'-6' 4'-8' 6'-8' 6'-10' i80 B0 6'-6- 4'-8' 185 6'-5' 4•-6• 6'-7- 5'-B' 185 _ 6'-5' 4•-6" 190 6'-4- 4'-5- 6'-6' S'-6' 190 6'-4- 4'-5- 195 61-3- 4'-3- 6•-5- 5'-5' 195 6'-3" 4'-3' 200 6'-2- 4'-2' 6•-4- 5'-3' 205 6•-r 4•-1- 6'-3-3• s•-r zos 6•-r -4•-1- RORIDA BUILDING CODE(Non High Velocity Nurricone Zone' 02020 TILTECD,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM s�: ��C Ns '.•9-; T E C O �N r. A.S.S.A, ccordion Shutter System No. 1 H.V.Hv al(DE1 w/OR w/o H.V. NINDOW BLADE • TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems*: EV.N DESCRIPTION __ DATE DRAWN 8T:M1CW.LC. 8355 N.W.38th.SL.Ste.JOS.NRGINM GARDENS,FLORIDA MIS Association, Inc. I OLD 17-107 /2/20 DATE 7/2 2020 a' STA_OF Phone:(305)871-1530.Fo.:(305)871-1531 4268 Westroods Drive 2 DRAWING No '9'• 4, rmn1l:LazoaSaol.eRR West Palm Beach; FL 33407 3 0. •. R4� (�P 7CA-0005719 �ii�'CCS '•.., ....•'' ` WALTER A.TT Jn P.E. 4 20-164 RLI SHEET/SIGNATURE/DATE FLORIDA uo.B 44167 a SHEET 11 OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A CNM MAX. cr1 OM SPAN A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE 5EE.. w0.4 A,PC,D AND oN SHEET a POURED CON CONCRETE BLOCK TAPCON OR A WALL HEADER MOUNNNC A WALL HEADER MOUNTING WALL HEADER MOUNTING UW�SILL WNDNG D WALL SILL OUNRNG C& WALL HFAOER/SILL TAPCON WITH ADVANCED SPAN W/ W/ 4 ® W/ W/ MOUNTING THREADFORM TECHNOLOGY (R) AS&IIFSCN NEINISE PRFSSIIAE MM _ ASA DL'401 NFSIINE f4asla✓E RUNG ASA DF37[N 1aLVNE PR6SII,g RAT9.: A.S.D.DFST'N NEGUI9E PIif591RE RATING od ASO.DF_9R7 NQ.ONE PRf19I7E PAINO ASA Df57a1 NEGBNE PIa.S.Alf�1t0.1PS ALL POINTS SOLID-SE I 30 40 80 7$ 80 120 180 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 12UI15D r205 JD 40 60 75 90 120 160?Og Jfl 40 BO 75 BO 1T0 180 205 BLUE TAP 14 12 10 9 e 9 6 6 14 12 10 9 6 8 6 6 14 12 10 9 e 6 6 14 12 10 9 a B B 14 /2 10 9 8 B �65.5 8 288 8 B 8 7 5.5 3'-0• 14 12 10 9 8 8 6 6 14 12 10 B B e B 8 14 12 ,0 e e e 8 6 14 12 10 B 8 9 e 8 14 ,2 10 B e e B 8 8 8 0 8 TAPPER+ DR 14 12 10 B 8 8 6 5 /4 12 10 9 a 8 6 8 14 12 10 9 8 8 6 6 i{ I2 10 9 a a 6 3 14 12 10 D B BEB 8 0 a 6514 12 10 9 8 8 B 0 14 12 10 9 a a 6 6 14 12 10 B e a 8 8 14 12 10 9 8 8 B - 14 12 10 9 a a B 8 8 a e 7 14 12 10 9 B 8 6 4 14 12 10 9 6 B 6 6 14 12 10 9 8 B a a 14 i2 10 9 B 7 - 14 12 11,11 9 8 7 55 - a a a e a 7 5.5 4 4'-0" 14 12 10 B B 8 6 s 14 12 f0 1 B a 6 6 /4 12 10 9 8 0 6 9 14 12 10 9 e 8 5.5 - 14' 12 9 a B B B B e a B E B 12 10 B B 8 4.5 - 14 12 10 9 B B B 4 14 12 10 9 B e a a fa 12 10 B 8 8 - -14 12 9 8 s 6 - e 8 a 8 B e 85 s 14 12 10 9 a 8 6 4 14 12 10 9 B 8 6 6 14 12 10 9 B 8 8 5 14 12 10 9 8 a - 14 12 9 8 B 8 8 a s 9 a 0 7 5.5 f4 12 10 9 B 8 4b - 14 12 10 9 e e 6 3.5 14 12 10 9 B 8 e e 14 12 10 9 75 - - - 14 12 10 9 7.5 5.5 - - a e 8 8 7b 55 4 3 * SEE ANCHOR 5'-0. 14 12 10 9 B B 45_ 11 12 10 9 8 a 6 J.5 14 12 10 9 B 8 6 6 14 12 1D 9 8 7 14 12 10 9 8 8 6 - e e 0 8 B l a a 8 14 12 10 9 a 55 - 14 12 10 9 e a 4.5 - 14 12 10 _D e 8 6 s 14 12 10 9 B 3 - - 14 12 10 B e - - 6 8 B B e 7 5 4 SPECIFICATIONS 14 12 10 9 6 8 4 - 14 12 10 e a a 6 3.5 14" 12 70 o e 8 a 6 14 12 10 9 6 - 14 12 10 9 8 7b - e a a e 9 7.5 55 4 ON SHEET 13 14 12 10 B B S5 3 - 14 12 10 9 8 a 65 - 14 12 10 8 B 8 8 6 14 12 Bb 7S 4 - - - 14 12 95 7.5 65 3b - - 8 8 8 75 &5 4b 3.5 - 6,-0' 14 12 10 9 8 &S 14 12 10 9 a a 45 - 14 12 10 9 8 B 6 6 1{ 12 10 9 B 4 /4 12 ,0 9 B B 4 _ B 8 8 B e B B 7b 14 13 10 B a 3 - 14 12 10 9 9 8 - 14 12 10 9_ a 8 SS ].5 14 12 10 D 4S - _ 14 12 10 9-75 4 - - B 8 8 B 7.5 55II 4 S 14 12 10 9 B 5 - 14 12 10 9 a 8 4 14 12 10 9 8 8 6 5.5 14 I2 10 B 5 - 14 12 10 9 a 45 - B e 6 a 8 0 - 14 rI;2 10 9 8 4 - - 14 �12 10 9 8 Bs ] - 14 12 10 8 8 5 a - 74 12 a 45 - 14 12 B &5 SS - 8 a B 65 9.5 4 3 7,-0. 14 10 9 8 4 == 14 10 9 6 65 3 - 14 12 10 9 8 8 6 - 14 12 10 9 6 - - - 14 12 10 9 B 7 - - a a e 6 6 8 7.5 B 14 10 9 4.5 14 10 9 8 4 f1 12 10 D B 7 4 - 14 12 10 SS - 14 12 f0 6 BS - 8 6 B B a.5 5 3.5 10 B 7.5 .75 - 14 10 9 e 8 14 12 10 B B B B 14 12 10 8 14 12 10 85 7 8 a B B 17 5 4 ,4 12 10 9 55 3 - ,4 12 10 9 8 4.5 - - 14 12 16 B e 6 - 14 1f 7 - 14 11 7 5.513.51- a B 7 5.5 4.5 35 - 14 12'10 9 5.5 - - - 14 12 f0 9 B 45 - - 14 12 10 9 B 5 - 14 12 10 7 4- - - 14 12 10 9 B 3 - - 8 B B 8 B 7S 7" -4 B'-0• - ♦SEE UM ATIONS OF USE FOR 14 12 10 5.5 3' - - 14 12 f0 9 B - - - 14 12 10 9 e 55 - 1♦ 12 85 3 - - - - 14 12 8.5 7 4 - - - 8 8 8 7 55 4 3 - BLADE 1A ON SHEET 19 14 12 10 9 5 14 12 10 9 8 4 14 12 1D B B 8 - 14 12 9.5 - - 14 12 9.5 7.5 4.5 - 8 a 5 7.5 5 4.5 - 14 12 10 6.5 4.5 - - 14 12 10 9 7.fi - 14 12 50 9 B _ - 1J 9S 4 13 93 85 5 8 B 6.5 5 4 3 , 14 ,2 10 85 I - - - 14 12 10 9. 7.5 - - - 14 12 10 9 B - - 14 12 10 5 - - - - 14 12 10 9 5.5 - - - a a a a e 85 e 3 14 12 8.5 4 - - - - 14 12 f0 9 4.5 _ - - 14 12 10 9 7S - - - 14 115 45 - - - - 14 115 7.5 B - - - - a 8 7.5 6 5 4 - 14 12 10 e 4 14 12 ]0 9 J 14 12 f0 9 B - 14 12 5 - 14 12 816.5 -1 'a 8 a 1 63 5.5 4 14 12 - 5 3-5 -!- - 14 ,2 10 9 S5 - - - 14 12 10 B 8 - - - 1.5&S - - - - - - 15&5 5.51- - - - - B I a 5S 45 35 - - - 14 12 95 5 3.5 - - - 14 12 10 9 5.5 - - _ N 12 f 0 9 a - - - 14 12 7 - - - - - 14 12 10 73 5 - - 8 8 a B 6 7.5 45 - 10'-0•-- - - _ - _ _ 14 12 53 3 - - - - 14 12 10 B ! - - - 14 12 10 i e B - - - 14 105 3 - - - - - ,4 10.5 7 '3b _ - 6 e 7 &5 45 35 - 14 12 9 45 J - - - 14 12_ 10 9 5 - - - 74 12- 10 D 6 -1-_ _ 14 11 - 14 11 7.6 - B 8 7S B 14 12 7 _ _ - to 12 f0 - _ - 14 12 1D - OS 8 0.5 a 5 8 B 5 4 35 11 12 7 - - - - 14 12 10 - - - - - 14 12 10 - - - 14 12 5 - - - - - 14 12 10 - - - - B B B B 8 7 3.5 - 11'-0"-- - - - - _ _ 14 12 4 - - - - - 14 ,2 10 - - - - 14 12 f0 - - - - - 25 9.5 - - - 2.5 B.5 6 e B 6 5 4' 7 14 12 6S - - 14 12 10 - 14 12 10 - 35 10 - - - - 14 10 7 - - - - - 8 B 7 55 -- 14 12 5.5 - - I- _ - 14 12 ID - - - - - 14'12 10 - - - - - 9.5 7 - - - - - 9.9 7 &5 - - - - - B 7 45 3.5 S - - f4 12 &5 - - - - 14 12 10 - - - - 14 12 10 - - - - 14 12 4 - - - - - 14 12 10 - - - - - 6 8 B e a 8 3 - 12'_p•- _ _ -_ _ _ _ _ _ _ _ - Iff -_ 14 14 12 5 - - - - - 14 12 0 - - - - 14 12 10 - - - - - 2.5 B5 - - - - 135 Y 5 5 - - - - B B 8 5 4 - - /q\j (/1�� /� 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 9 4S - - - - -1- T-4 &5 - - - 8 &5 4S 3.5 3 - \1/ HV BI DE OR l 1 J HV BLFIDE 14 12 - - - - - - 14 12 - „ 12 - _- - - - 14 12 - - - - - 2 - _ _ _ _ - 8 B 8 B 8 45 - = W� ;(� HV .WINDOW BLADE 14 10 - - - - - - 14 12 - - - - - - 14 12. - - - -1_- - I05 55 - - - - - 8 - - - - - - a B 3 4 Jb - - - 14 12 - - 14 12 - 14 12 - 1.58 - 85 = 8 B 5 4314 ,2 - = _ = = - 1412 - = = = = = 1412 = = = = = = _ 4 } _ _ _ = WORKING IN UNISON 14'-0• 14 12 - - - - - 14 12 - - - - - - 14 12 - - - - - 14 9 - - - - - 14 12 - - - - - - 8 8 B a 7.5 4 14 7 -- -- - 11 12 14 12 ---- - 10 4 - 10 7S - --- a 7.5 5 4 ! 14 115 - - - --- 14 12 -- - - - - N 12 - - - - 0.5 4 - - - - - OS - _ - _ - - a . 5 4- - - - T4 - - - - - - - t4 - - - - - - - 14 - - - - - - 7.5 - - - - - - - - - - 15'-0• 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 7 7 33 - - 14 - 14 14 --- 9 - 9' __ 8 7. 43 }5 3 14 - - - - - _-14 = - - - - 14 = - - - -_ _ 10 _ - - - - - - 10 _ i' I- - - - B 7.5 5 4 - - - 14 _ _ _ = I= _ 14 - _ _ - - - 14 _ _R _ _ _ 7 _ _ _ _ _ _ 7 _ _ _ 7 5.5 }5 1{ _ _ _ 14 - _ - _ _ _ 14 _ - _ - _ _ 14 _ _ _ _ _ _ _ 14 B 8 8 75 6 3 L 14 14 - 14 - -- -- B e B 8.5 4 J.5 - 14 - - - - - _14 - _ - - - - 14 - - - - - - 9.5 - - - - - - -95 - - - - - - - B �7 4b- - _ =FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ((11111I If" 02020 TILTECO.INC. 02020 EASTERN METAL.SUPPLY, INC. ....... /r;,,, BERTHA HVTM �\cEN � �LrE C® �N�. A.S.S.A. Accordion Shutter System No.441 ter--_ H,v BLADE#1 W/OR W/O KV WIZON RARE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems -e,,N. GUMPTION PATE DRAWN Err: u.P Association Inc. I OLD 17-107 2 202 DATE 7 2 2020 a'• STATE &155 N.W.!fil.St,$lo.303 V9iaNu GARDENS.iAdM J318: // / Phone:(305)87,-1550.Fax:(305)871-1531 4268 Westroads Drive z '9'• r� \`I a moll:5R4aaoa 1- West Palm Beach, FL 33407 3 DRAWING No ';��`•• F�o rtl `y.-� CA-a008719 20-164 FSS••••.••' E•�r31\5C WALTER A.TILUT Jr.P. 4- TONAL 1 1f��`SEAL/SIGNATURE/DATE FLORIDA Ue.#44167 5 SHEET 6 12 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX, SH 11M SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGATIVE PRESSURE RAITNG AND A CORRESPONDING MDWMNG TYPE FOR CONCRETE OR CONCRETE BLOC(INSTAttATIDNS (SEE MOUNTINGS E,G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PaRRED GDIIL'REWCONalmn:acre POURED (A) TO EXISTING POURED CONCRETE:(Mln.1.-3 k.1) QE WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED 7MRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.Ina-3 ket) 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.f c-3 Wi) (N _A DESIGN NEGONE F 1ST PAl NC(Aa1) S.D.DESIGN NFLOVE P 20160 TONG SD.DDESIGNKIMNE PRESSURE RARING - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASIII4ERS DIRECT,INC.(Min.f c-2 kW) 30 40 60 75 90 120 160 205 30 40 60 75 SO 1 2_O5 30 40 60 75 80 12D 160 20.5 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPOON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMFRICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.f•c-3 W l4 12 10 9 B B 8 5.5 14 12 10 9 B B 6 B 74 12 10 9 B e 6 8 1HRFADFORM TECHNOLOGY ( ) 14 12 10 9 B B 6 B 14 12 10 9 B B 6 6 14 12 ID 9 8 8 6 6 ALL POINTS SOLID-SET NOTES: OR f4 12 10 B_B 8 8 B 14 12 10 9 B 8 e e 14 12 10 B e B 6 5 BLUE TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPGON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B 9 e 7 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 ID 9 8 7 SS 3.5 14 12 10 9 B 8 8 B 14 12 10 B B 8 6 5 TAPPER+ 14 12 10 9 B e 6 B 14 12 f0 9 5 8 6 B 14 12 10 D B 8 8 3.5 14 12 t0 9 8 B b 4 14 12 f0 9 e e s 4.s 14 12 lO 9 8 e 4 35 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 INTO STUCCO SHALL 8E PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 e 8 6 6- 4.5 14 12 10 B e B 6 5.8 14 12 10 9 9 B 6 45 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 75 L5 35 - 14 12 10 9 8 B 8 5 14 12 10 9 8 1 5.5 4 SEE UYf�A-S OF USE FOR 14 12 10 9 8 8 6 8 14 12 10 9 e B B &S 14 12 10 9 B e e 45 6V,DE ON SHEET 19 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE E70STING WALL.OR FLOOR, 5'-0' 14 72 10 9 8 7 4 - 14 72 10 9 8 B.5 5 JS 14 12 10 B 85 5 YS 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICTED ON 14 12 10 9 e 75 45 - 14 12 10 9 8 B 6 4.5 14 12 10 9 B e 4.5 3,75 NOTES Al)&A2)ABOVE FOR INSTALLATIONS ON VINYL SANG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 14 12 9.S 7S e.3 {.3 - - 1{ 12 10 9 e 7.5 S3 ♦ 14 12 10 9 B 8 4.5 JS INSTALLATION INTO El WITH METAL STUDS SEE SHEET 20. 14 12 10 9 e B e - 14 12 t0 9 8 B B 5 14 12 f0 9 B 8S 5 3.5 6'-0' 14 12 10 9 73 3.5 J - 1{ 12 f0&3 7 9.5 4 J 14 12 a 6.3 &5 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 to D T 9 B - t4 12 10 9 B B.5 5 A75 74 12 to e.5 e S s - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX 14 f?2hf.- NL5 SS 3 - - 14 12 10 9 6 65 4.5 3S 14 12 10 6 7 5 3.6 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 19 B - - 1{ i2 f0 9 E 7 8 4 14 12 f0 B 7S 5.3 4 13 1/4'0 BLUE TM CONCRETE ANCHORS W/CAP AS NANUFACIUI2ED BY FLOPoM FASTENERS DIRECT,INC. 14 8 &5 4 14 12 9 75 8 4S 3.5 - 14 10S 7 5.5 45 SS - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 BS 7 4 14 12 10 9 73 5.5 s - 1♦ 12 9 7 7.5 4.5 1- _ OTHER APPROVED LICENSED OR AUTHORZED VENDOR REGISTERED WITH THE AMERMJN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 45 - - - 14 12 10 9 75 5,5 ♦ - 14 12 9 7 8 _45 3 - NOTES: 14 12 10 B 8 BS - - 14 12 10 9 B B 4 - 14 12 10 8 8.5 6 35 = 8•-O' 14 12 10 7 SS 3 - - 14 12 a BS 8 4 J - 23 92 8 5 ♦ 3 B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON _ _ _ _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 14 12 9.5 73 a 74 12 9S B 6.5 S /4 12 e e 63 4 13 eS 6t 3S - - - f4 72 t0 a B.5 s - - 14 12 a eS 5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/{'ALL POINT$SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO TfiE CONCRETE BLOCK.NO 9' ' 14 12 1 B14 12 10 9 7b IS4 12 t15 7 55 4 - EABEDMFM HMO STUCCO SFULL BE PERMffTED. 1/4'0-20 SS.MACHINE SCREW USED SLIALL BE 1 1/2'LONG MMMUM SHOULD STL:CO14 i1S 7 4 - - 14 11 7 5.5 5 A. - 11 8 55 4SJS - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 4.5 - - t4 12 &5 7 33 4 - 14 10.5 7 5.5 6 45 - IL5 &5 55 4 - - - - 14 12 B 7 e 45 - - 14 71 7 s.s 4.5 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXSTING WALL OR FLOOR, 10.-0' 14 12 110 9 75 - 14 12 10 8 &5 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 INDICTED ON 74 10 7 5 33 - - - 1] 95 63 S 4 3 - = f0 7.5 5 4 J - - - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 73 &5 - - 14 115 9 8 5 4 - 25 9.5 6 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. a5 B 5 - 14 12 a 65 SS 4 13 10 65 5 4 3 _ 14 12 10 - - - - - 14 12 9 7 6 45 - - 14 105 7 5.5 i3 33 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 25 95 5 - - - - - 12 9 6 45 4 3 - - 9 7 4.5 35 3 - - - 14 10 7 - = 14 10.5 7 35 43 - = 1.5&5 55 4.5 J.75 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 43 - - - - - 14 I IS 75 e S _ 12 9 6 4.5 4 - - 72'-0' 14 12 10 _ - _ - 14. 72 B 6S 5.5_ - - 1J t0 B.5 5 4 - = EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 1.5 8S 4.5 - - _ - 11 B 55 4 &5 - 9 6 4 3 - - - NAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 9S B - 13 9.5 65 5 4 OS C S 4 BY MULTIPLYING SPACING S.40NN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - H LOGS 7 55 45 - 11 BS 55 4.5 ]S - REDUCED SPACING OBTAINED USNG FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 74 t2 - - - - - - t{ tts is e s - - 12 9 8 �.5 s - _ - - FACTOR - - 13'-D'-- _ - 0.5 B - - - - - 10 75 5 4 3 - - - 75 55 4 3 - - - - ACTUAL TAPCON WITH ADVANCE TAPPER+ 12.5 BS - - - - - - 12 9 6 45 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET 'BLUE TAP W/CAP e t] 9s es s - - - - 03 75 5 { 1 HV BLADE OR DISTANCE THREADFORM TECHNOLOGY MIN.SPACING 14 12 - - - - - - 1a 1a.6 7 5.3 - - - - 11 BS 5.5 4.5 - - - - E.D. MN.SPACING 3 MIN.SPACING-3' MIN.SPACING-3 1/2' LON.SPACING 3' 3 3/4' 4' 14'-0' 10 7S - - - - - 9 7 45 35 - _ _= 7 B 3.5 3 - _ - - PTV DEW POURED CONCRETE& POURED 7E OQ 7E g POURED CONCRETE& POURED CONCRETE&�QEO OD�TE CONCRETE BL� 1.5 B _ _ _ _ _ _ 11 8 5.5 4.5 - - - 9 BS 4.5= _ - WNCRE7E BLOCK MIL E0.=31/Y MH E0..21/2' CONCRETE BLOCK CONCRETE BLOCK MN EA-3 1/Y MN EA•2 1/Y 7.3 - - - - - - - 12 9 6 - - - - - 9.5 7 4.5 - - - - - DOW EM.EA•Y 101 EA•3 1 Y MH FA•Y 0.84 15._G. '4 _ = 35 10 6.5 - __ - - 0.5 s 5- __ - - - BLADE WORKING 2 1/2' 1.0 -aet to 1.0 o.7B 1_D o.w 10 e - - - - - - - 1.0 6.5 e.s 4 - - - - - B.5 s 3 _ _ _ _ IN UNISON 70= 10.5 e s - 8.5 6 4 - - - _ 2' - _T 0.71 _ - - 0S1 - .. 7 _ _ _ _ _ _ 1t.5&5 SS _ _ _ _ _ 9 1 45 _ _ _ _ _ 1 3/4' - 021 - _ _ i0.43 - 14 - - 10 7.5 5 B - -r=9 8 4 - - e t.5 J - - - - 1 1/2' 0.35 - - - - 0.35 9.5 - - - - - - 9.5 7 5 - - - - =e e _ == - - RDRIDA BUILDING CODE(Hon High Velocity Hurricane Zone µ�11Q11111) 111AI,AY 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. `•```P���1,.�{..fA{: �•� BERTHA HVTM s'::'\ycE se ••�':, a S Accordion Shutter System No.44 67 - /7,-L C N c' ■ ■ ■ ■ KV.BIDE g1 W/OR W/O FLV.HI ww LADE American Shutter Systems EV, DESCRIPTION DATE DRAWN BY:-i�2o iILLIT TESTING & ENGINEERING COMPANY My Association, Inc. I OLD 17-107 7 2 202 BATE: 7 2 2020 GW5 N.W.36N.St.,Ste.30,MRGINIA GARDENS.FLORIDA 331 / STATE N Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 9'. i DRAWING No fit'• `CORN F ��e e-mail:4'I 099.wm West Palm Beach, FL 33407 ] 20-1 64 •'•••••• WALTER A TILLIr Jr.P.E. 4 �''�7""a,ON,A R��`•�0EAL/SIGNATURE/DATE FLORIDA Ue.111 44157 6 SHEET 13 OF 20 MAXIMUM AuGHOR� SPACING �jn:I SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN_- - e g D DESIGN NECeTNE PRESSURE RATING AND A CnRRESPONDING MOUNTING TYPE FOR CONCRETE 0' CONCRETE BLOCK INSTALLATIONS (SEE MOUNDNGS 1,J,K&L ON SHEET 7) . POURED CONCRETE.-... _ - POUfED.CON CONfXtEIEBLOCK Auc ovER& n TRENCH ANCHORS SPACNG LEGEND W1mNM'' MOUNDNC JO RNNGUARD MOUNTING QWALL/FLOOfR MOUNTING' ©WALL/WALK OVER MOUNTING ' SPAN, - " - TAPCON OR- AM OE9nN 5'FfA6E f9F55191E fWNG - D6'8R IBf.116E W555lIRE RA2C(Dal 0.061IiR.NOi9NEPf6593ff F:AT[R 0.DFSLT,N6081vE PNE4IPE R1TNG (N.' _ TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30140 60 75 90 120 160 205 30 40 60 75 90'120 160 205 30 140 60 175 190 120 150 205 THREADFORM TECHNOLOGY• 14 12. 10 9 a e. s 6 12 112,12. 12 12 11.5 85 6.5 7 7 : 7.. 7 +7 7 -- 5- s s 5 5 5 5 .ALL POINTS SOUD-SET X-0* 14 12 10 B' B' a 6• 6 /2.12 12.12 12,12 BS 7 7 7. 7 -7 7' 7 '7- 7 5 'S 5 -5 5. 5 5-' S' 3,R LESS 14 12 10 9 a 8 6 6 12 12 12 12 OS B B•43 7 7 7 7` 7 7 7 BS S S 3 3 5 5 5 5 _ BLUE TAP 14 12 10 9 8 8 .6. B 12 t2 t2 12 12 10 7.8 6 7 7 7. 7. 7• 7 7 7 5 5 5 5 S 5 5 5 TAPPER+ 14 12 10 _B e B 0 B 12 12 12 12 13 a3 &5 5- 7 7 7 7 7' 7 5S 4 e, 9 S S 5 3 1,- 4 _ 4,_0• 14 12 10 9 3 e 6 B 12 12 12 12 12 95 7 SS 7 7 7. '7 7 7 7 7 5 5 5 '5 5 5 5 5' ' 14 12 10 9 a a 5 6 12 12 12 95 B 6 4.5 &5 7 7 7.�7_. 7 7 63 5 57 S 5 5 3 5 5 14 12 10 B 3 a 6.:.6 12 12 12 12 10 7S 65 1' 7 7 7 7 7 7 7 5.5 5 5' 5 5 S 5 5 5 1{ 12- 10" 9 a e. e 6 12 12 12 11 9 7 5 4 7 -7 7, 7 7 55 4 3 5 S: 3 5 5' 3 4 3 W-0• 14 12 10 B a.+ a 6 8 12 12 12 12- 10 7.5 5.5 4 7 7 7, 7 7 7 7 7 5 1 5 5, 5 S 5 5 5 14,12 10 9 B a. 6 6 12 12 1-5 7-5 {.5 3.5 -.• 7 7 7 7- 7 7 5 3.5 5 'S' 5 5 5- 1s•'12- 10 9 8 8+ 6' 6 12 12 12 9.5 e". 6 4.5' - 7 7 7 7.7` 7 5.5 4 5 5 5 s 5,5 5 4• '_*•SEE ANCHOR , 14 12 10 9 3 12'12 1S D 73 5b 4 3 7 7 7 7 7 45 JS - 5 5 5 S 5_45 3.5 - $PECIFlCATION$ I 14 12 10 9 a12 12 12 tD e 6 45 35 7 7 7 7 7 7 7 7 5 5 5 S 5 5 s 6 ON SHEET 13 W-0� 14 12 10 9 8 e 3 8 12 12 a e S 4 5 - 7 7 .7 •7- 7 55 4 - S 5 a 5 5 S 4 3 14,112 10 9 B .a 6 8 12 12 10 a 3.5 S 73 - 7 7 7 7 7 8 43 - 5 5 5 5 S S 43 - ' u 12 10 e e e 6 5 12 12 10 a As 5 Js - 7 7 7 e3 ss 4 s 3 s s s •_ 3 7'-0• 14 12 10 9 B B a B 12 12 12 8.5 7 5 4 ] 7 7 7 7 7 7 7 6 5 5 5 5 S 5 5 9 14 12 10 B 8 B. B B 12 10 53 3 45 3. - 7 7 .7 7 6.5 5 3 S S 3 5 a 5 35 3 - I4 t2 10 9 a,5 6 s 12 12 85 7 55 s - 7 7 7 7, 7 5 =- - s s- 5' S 5 5 ♦' - 0 VAUD ONLY FOR UP TO +70, =75 I u 12 ,D 9 e• e a - 1z 12 a5 z s.5 4 3 _- 7 7 7 5.5 4.5 3_..-. - s 5 5. s 45 u - - PSF A.S.O DESIGN PRESSURE - 14 12 10 9 e a' e - tI 12.O.S 7,5 6-4.5 3b - 7 7 7: 7. 7- 7 7- 4. 5 5 5.5- 5 4 3- S 8'-0' - RATING & FOR SPANS PER - 14 12 Io-s ,5 a 6 - tz 9. e 4.5 4. 3 - - 7 7 7 .7 5s 4 - - S• 5 3' 3 5' 4 J - SCHEDULE 3, SHEET 11 14 12 10 9• 3 B e - 12 11 7.3 B 3 75 - 7 7 7�.7.5 6 4.5 - +5 5 3 5. 5 13 14 12 10 9 e e - - 12 11.517.51 8 5 3: - - 7 7.. 6.5 5 4 - - 5 5 5" 5 4 3- - - _ '9,_O.; 14 12 10 B 5 8. - -•12- 12 9.5 AS 58 4 5 7 7- 7 7 7 7 6 3 5 S 5 5 5 5' 5 5 14 12 10 '9 5 3 =0.5 e 5 -4 35 - - _ 7', 7-,8 S.35 - 5- 5 6 5 S. 4., 5 14 12 10 9•_ a a_ - - 12 10 65 5 45 - 7 7 7&5 5.5 - 5. 5 5- 3 5 4 14 12- to- 9 8 3 - 72 M5 7 S.5 45 3.5 - - 7- 7 35 4.6 3.5 - 6 S 514.513.5 - 'l0•_O"14;12 10 9 a e - - 12 11 65 8 5 3.5 - 7.. 7 .7' 7' 7. 7 4.55 5' 5, S 1.5_5' S.45 - 14:12 to- 9 a a - 9.3 7•4S 3.5 3 , 7 -7_ 7. 55 IS - - 5- 5 51 5 14.5 3.5 - - 14 12,10. 9-1 8 -8- - - 12 9 6 5 4 - - - 7 +7 7. B S" - - 5- 5. S 131-4 , 4�12•10 9, 8 a- - - 12 9.5 .8 S 4.: J - 7 7. S 4. S - S S 511-0' 4 121 10 9 B a-. - 12 10 7 55'4.5 35. -1 _ 7, 7 '7: 7. 7 7 35 - S- 5,4 ,2.,D' 95- 6 _ SS 65 1 AS 3 _ _ _ 7 7 e :3 1 _ _ _ 3 5 -3 3 :,H V BLAD'E 0N LY 14,12 r0 9' e a - 11 8 33 4 =- I- - 7 '7 7'5e 4.5 ._ _ s s- 5 s 4>12 10 9 8 _ - 1.5 SS ss 45a5 - 7. 7 4.s as s s 45 33I{ 12'f0 5 8 - - /2. 9S 63 5 4 3 - - 7+ 7 7 7- 7 8 3 = 3 5 5 5 4312 10 '9 8 8 6 4 ] 7 7-.S5 45 35 - 5 5 5 ISU 1210 9 6 _ 10,73 3 4 - - - - 7 7 5 5. - - - 5 -5. 5 5 14 t2 l0 9 3 - 05 B i s, 4 35 - - 7 6.5 45-3s - _ - - 5. a 43 3.5 s - - 13--0�14-12 10 9 e- - - = IS BS 3 4.3 SS_ 3; 7 7 7- 7= 7_]4S - 3 3. 5- 1. 5' S 43 JS - 14, 12 10' 9 B - - - 7 SS 3.5 J - - 7. 7 5 4,.3 - - 5„5 5' 3 - - - -: 14 12 10 5 ,8 - -- - 9 7_45 73 - - - - 7 7 S5'43 - - - - S 9 3' - 14 12 10 9 - 10 79 3 4' 3 7- 6- 4 3. - 5 5, 4 3; 14'-0.11_ 12. 10 9 - - - 0.5 6 SS 4 35 - - - 7. 7 7 1-�7. 4 - - 5: 5' 3 5 5 5 ,{" 3 14 12 10 9 - 5,5 3 '3 7 7' 9-3S 5, 5 5 4 11 12 10 9 6S 4 7 7 5 d - - - 5 5 - 14 J12 7 J455 ]3 _ - - _ - 5 5 SS J-0�1� - - - 10 !75 3- - - - 7 7 7. 7 7 3-5 - -• 5 5 15 5 5 5 4 3 14 7 7 45 3- - 5 5 43 JS - 14 a - 7 7 5 - _ 5 - - -14 - - - _ 7 SS 3.5 - - - - - 5 S-JSIW-0"14' 9.3 3, 7 7 7 7 6 3 - - 5 514 - - - 6 7 D5 4 5 5 4 3.514 =- - _- 75 _ _ _ = 7 7 as - - a s 1.5 - - FLORIDA BUILDING CODE Non..High- Velocity Hurricane Zone ( RII 02020 11LTECO.INC. 0 2020 EASTERN METAL SUPPLY.'INC: BERTHA HV1M \CEN �':�9- - - A'�s'�S�A�' Accordion Shutter.System �LTE_�C_Oi H _H BADE , W OR w o K�VdNDOW B�tDE No.441 7 N / / TILLIT TESTING & ENGINEERING COMPANY American Shuffer S sfeme *. Tj ♦ Y -.. N. -DESCRIP71oN •DATE' D9ANii'Bt': MP z'a• STATE F � ' 6333 N.W.36N.SL,Ste.305,VIRMNl4 GARDENS;TIARIDA 3316 AE9Oclation, Inc. 1- OLD 17-107 /2/2 DATE. 7/2/2020 9'. N n4:(305)877-1530.Fe.:(30s)871-1531 4268 Westroods Drive z DRAWING No i 0iC'• FCORI ._IL.mteco0aot.wm West Palm Beoch, FL 33407 s ,ss/pNAt Nr r WALiTER A. �lwlsiE s ' 2�-�64 �'lT7nro H SEAL/SIGNATURE/DATE 6 SH14 OF 20_ MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM ANCHOR SPACING ('L) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). ZE3 U B ZEE;TIZATE ERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.RGG 0.5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.DOUGLAS Fl W/ MIN. G-0.43 W MIN. G=0.36 SPAN 11(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T _ M, N, O & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WAIL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&v S&v S&v LE@MOK FIE=W EW DS01 MWK RWR PAC W) DOM MK RMK BOXW MR IEV.A TOM PALM ®NO 0. OM RMK WKW DW IBI K147391E R%(4 098 MK RT W IBIS(Id) 01 N381E B.03 ROM PACE EM 99M:TOM WX W W MM NOW mm WE(4 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 9D 05 30 40 60 75 90 05 30 40 60 75 90 O5 30 40 60 75 90 O5 JO 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS '-0.OR LESS 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 18 8 6 6 6 6 fi 6 12 10 10 9 8 8 6 6 B fi 6 6 6 5 4 4 4 3 12 12 12 12 72 12 12 12 72 12 12 12 12 12 12 12 12 12 _ 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 66 6 6 6 6 12 10 10 9 8 8 6 6 6 6 8 6 6 5 4 4 4 3 12 12 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 e 7 6 6 6 fi fi 5 fi 5 4 4 4 3 12 12 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 8 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 8 6 5 4.5 6 5 4 4 .5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - t�6 �6 6 5 4 3.56 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 1210. 121212 058.575 8'-0• 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3S - 6 6 5 .5 3.5 3 12 10 10 4 _ _ 5 .5 .5 3 8 5 4 - - - 12 12 12 12 12 12 12 12 12 12 119.5 12 12 1.5 9 7.5 8.5 9'-O' 12 10 10 5 3.5 - 6 B 5S .5 3S J 12 10 9 4 8 8 4.5 4 3 3 12 SO 4 3 - 4.5 4 J J 8 5 J.5- - 12 12 12 12 12 0. 12 12 12 11. 9.5 8.5 12 12 10 8 8.5 5.5 10'-0• 12 10 7.5 4 _-_- 6 16 5 4 3 - 12 10 6 3 - - 6 6 4 0.5 3 - 12 10 3 - - 6 16 4 1_.5 3 - 6 5 - - _-__12 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 11'-0• 12 10 5.5 - 6 6 4.5- _ - 12 10 4.5- - 6 5.5 3.5- - -_12 10 - - 6 5L.5 4 - - 6 5 _ - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 aO' 10 4.5 - - 6 6 4 - - MO - 6 5 3.5- - - 12 10 - - - - 6 5 3.5 - - 6 5 - - 12 12 12 1. 9.5 8 12f0 - 6 6 - - - 64.51210 - - 6 55 - - - 5.5 4.5 - - 12 7 - - .5 4.5 - - - - 6 3 - - - 12 12 12 9.5 8 6 12- - - 6 - -- 6 - - - 5 1. - 5 - 6 - - T2 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 11.5 .5 5.5 4.5 3S - n HV BLADE OR In HV BLADE Wf if_� HV WINDOW BLADE WORKING IN UNISON• ♦SEE WRAlXeiS Oi u5E FOR BIAOE©ON 51EEU 1B } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1.ANCHORS TO WALL.iL00R OR SOLID WOOD SOFFIT SHALL 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:AS iOLLOWS -SOUTHERN PINE No.2 W/0-0.55(N.DS) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUWEX W/MIBMUM QABEDMENT AS INDICATED AT -DOUGIAS FIR W/G-0.50(N.OS.) EACH SECTION ON SHEETS 16&17. -SPRUCE NNE FIR NORTH W/G-0.43(N.DS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE NNE FIR SOUTH W/G-0.36(N.DS.) -MIN.1/2•COX PLYWOOD(1985 APA) 2.ANCHORS TO HOLLOW CEILING SH41 BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSW OF LAG SCREWS AS PER NOS 201E SPECDICAIIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. FLOMDA BUILDING CODE(Non High Velocity Hurricane Zone ``````\\\\\\1111111LI /11jI' 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. R.. r. �,r''��%, BERTHA HVTM 2 EN J9'' A S A Accordion Shutter System TL E C ® f RI C. FLV. BLADE#1 W/OR W/0 KV.WNDOB BIADE N0.44 67 = American Shutter Systems IEV.N. -DESCRIPTION DATE DRAWN BY: M.P TILUT TESTING & ENGINEERING COMPANY A33ociation. Inc. I OLD 17-107 7/2/2020 DATE: 7/2/2020 6335 N.W.381R Si,Ste.305.VIRGRBA GMOENS,iVUPo04 331 STATE F � Phony:(305)671-1530.Fa.:(305)871-1531 4268 Westroods Drive 2 DRAWING No 'A'• p aa;l:Wt.00faaLaam CA-WO871a West Palm Beach, FL 33407 ; 20-1 64 '•. F WALTER A TILLIT J,P.E. SHEET /0N ,�►``��`EAL/SIGNATURE/DATE FLORIDA Ua.B 44167 6 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & dA HV* BLADES AS .APPLICABLE SHUTTER SPAN L+ 0 — OR -I S T 0 S NTO WITH.-H BLADES A WALL FINISH _BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET.. 19 FOR .MAX SPAN & r 1/4Y TAPCON OR _A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH 'BLADE. L &.\ A'WORKING IN .UNISON TAPCON WITH ADVANCED TAPCON WITH ADVANCED, FORM TECHNOLOGY r,. OF EXISTING WOOD OH BADE RATION rV'OOD H/EADER.n(BEN�RHAEDULF OONSHEET AREA TO ISfING THREATIFORM TECHNOLOGY I 1/4.0 TAPCON OR EA TO (SEE SCHEDULE ON SHEET 15) •_I W M70H�(SEE -O OR . \ - - 1/4'0-20x3/4'_S.S.MACHINE SCHEDULE'ON, SiEET 1 SCREWS W/1/4--20 NUTS 11 FOR BADE 1MC_ 1 1 ! OR�>i \ / \ /r��% 7 8. 0 12'O.C. - r: ON SHEET 18 FUR ,•Min*1' x DUSTNiG F _ 9AOE5 m a h . = GLASS---I I II I I WALL I � �• / •�,N��I �� .. ��, 1 /J/_ I I �H ( EXISTING MIN. 1----:=•-� FINISH j —U�t a--� \`©�® . .. I 2'x4'WOOD I 1 � _ I' ,�'"'+EXISTING-MIN. o., / ) HEADER REOUDIED I -l@OR.� - II —2'xa'WOOD �'' i 1,\ 1+ •� � I I HEADER REQUIRED I ' l� 1�: , 1�READ ORM1,44-0 h OR TAPCON TECHNOLOGY W/1 1/22N'� EXISTING d 111 1/2- GLASS--I TO MASS(SE I I 'O ' ` �, E..PENETRATION E W�OOnDONE OF. READ AREA TO - L_S)ffOIAE ON SHEET _ MIN.SEPARATION,TO.CLASS I,� '1 11 9FFr 1IE FOR I EXISTING� �n (SEE.SCHEDULE ON SHEET 11) i I . II t (SEE SCHEDULE ON S1fEEr,15) ON I _ _ 2'x4'CONT.SILL ' PLATE REQ'D. 0 HV `WALL HEADER INSTALLATION. O HV WALL HEADER INSTALLATION, I OO HV WALL SILL INSTALLATION tit, _ _ - •r MIN.SEPARATION TO GLASS I H• 1 - IN.,SEPARATION TO GLASS' it, -" - DUNG -(SEE SCHEDULE ON SHEET 11}-• ! ,OO EXISTING {SEE SCHEDULE ON SHEET 11). - 27.4' NF-( 'AON.SEPARATION 70 Cl/S5 I 'I .I � WOOD PLATE((SEE SCHEDULE ON SHEET 11) I i GlASS�.,a .\ GLASS—J REO.O: i 1/4'0-2ox3/4'S.S. ,( MACHINE SCREWS •- _ 1 USING 1 4'-20 NUFS' ll MACHINE SCREWS W/ OC _ i \ - - 1/4--20 NUTS® 12-. ._ _ _ 1 ® 12 . . _ . .., FINISH I I - O.C. I I -I( ( ^\ �OR 11.. L .. WOOD PLAT. ) OR � t .. � I .• .. REQ'D. .: �1'Min. Ili t _ 4;� I H \1 4's APC �T®ON WITH ADVANCED I- SIN PL\ 1 THREAD ECHNOIAGY W/ 1 1 2' H \t ! 1 4 0'TAPCON OR TAPCON WITH ADVANCED ` I _ 2 x4'CONi Min.PENETRATION OF THREADED AREA TO " -THREADFORM TECHNOLOGY W/1/2' 1 •°:� 1/4.0 TAPCON OR NOIE- - - I REO'D. E EXISTING WOOD HEADER. ' TAPCON WRH ADVANC - (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD. \ 12'MIN.CD TMREADFORM ECHNO OGY 1 STUTTER ASSEMBLY I� •� 1 �WALL FINISH - (SEE SCHEDULE ON SHEET 1S) EXISTING MIN.2.4' \ PLYWOOD RED' W/1/2'Nin.PENETRATION OF 2-MOUNTING SECDONS CAN BE - STUDS o 16.O.C.MAX. THREADED AREA INTO PLYWOOD. COMBINED MANY WAY TO \ L7/2'NM.COX PLYWOOD REQ'D. _ WALL FINIS (SEE SCHEDULE ON SHEET 15) SUITANY INSTALLATION. ®HV WALL SILL. INSTALLATION `1 REO'D.PLYWOOD.7D BE - �7GSTING Mrl.2 x4'STUDS o 16'O.C:MAX REQ'D. 'ATTACHED TO STUDS IN - _-• -_ . PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH - WITH SECTION 2308 OF THE F.B.C. SECTION 2300 OF F.B.C. TFIE ®HV WALL SILL-INSTALLATION. I ♦SEE D U ONS OF SE FLORIDAOF " ©HV WALL SILL INSTALLATION , - SEE 1A oN SHEET 1s ' _ BUILDING CODE(Non Nigh Velocity_Hurricane.Zones:)' 02020 TILECO,INC. 02020 EASTERN METAL SUPPLY, INC." - J Q`,• /-� - - --\-- - - - - - BERTHA HVTM ENS `� = A S S A Accordion Shutter System _ IL ECO ��;�. No.441 ■ ■ ■ ■- H.V. BADE#1 w/oR W/I)KV.:vnwow aADE * * _ TILLIT TESTING l4 ENGINEERING, COMPANY - American Shutter Systems V.N __.DESCRIPNON - DATE: DRAWN BY: MP- o'•, STATE 0 r — � �3 N.M.S61h.SL,St,.3D3•VgiG"C4RMNS.FIDRMA 331 Aaaoclatlon, Inc. , OLD 17-107: /z/ DATE '7/2/2020 " Flan,:(305)571-1530..Fox:(305)871-1531 4268 Westroads Drive AzoRo 'C1�'? West Palm Beach, FL 33407 3 DRAWING No e-mail: 0006719 mm 20-164 '''''�•,SS/ONIALT SEAL/SIGNATURE/DATE WttRA u B u, E 5 - - SHEET INSTALLATION DETAILS._ ON_:EXISTING.-WOOD BUILDINGS FOR n: HV & HV*__BLADES .SAS- APPLICABLE -MAX. SHUTTER_SPAN L+ OR 4-•'FOR'INSTALLATIONS INTO WOOD WITH HV BLADE,n ONLY. WALL FINISH SHALL BE L ED_ TO 105.0 psf, A.S.D.. DESIGN PRESSURE RATI G. SEE S14EET 19 FOR-'M / SPAN.&_ DESIGN .LOAD FOR INSTALLATION WITH. BLADE lk WORKING IN UNISON 1/4'0 TAPCON-OR . _ EO - Ep-_- 27 MIN.-} ,•;. � TAPCON WITH ADVANCED .' 4'x8'(Nfi.)EXISTING - - .. THREADFORM-TECHNOLOGY SW'fR�UGBEAM ORAL ADEO .._ �-;EDGE(IF APPLICABLE) W/1 1/2''Min.PENEZRATION 1/4'6-2Ox3/4'S.S. of EXISTING WOOD BEAM i OF THREADED AREA TO REGISTERED EXISTING WOOD HEADER. 1 PHIWF'S TRUSS HEAD" TO BE CERIFTED BY iv SE NIn.7 MACHINE SCREWS STERED ENGINEER-OR _._.�. /-EXISTING WOOD (SEE SCHEDULE ON SHEET 15)�• WJ 1/4'-20 NUTS ARCHITECT PRIOR TO EQ -EQ I EO, EQ O 12'O.C. 'SHUTTER INSTALLATION. 1 2 ~ ,.. _ TRUSSES OR / -5 '�„ ..,-T.1/2' RAFTER'O 24' .. I /- O.C.REQUIRED I1 1/4'0 TAPCON OR OR t TAPCON WITH ADVANCED I�. UtISTING SOFFR .257 THREADFORM TECHNOLOGY 1J J _f 3/4'•pox.TRK. .. I� I I 1 I Maz. 1Y/1 1/2'Min.PENETRATION E07 .F / #14x3J4' Ep EQ .-. ' OF THREADED AREA TO / 1'x4'x1J8'COM.ALUM.TUBE OPTIONAL - EXISTING WOOD HEADER. ,r ./ S.M. �(6063-T6 ALLOY)W/ (SEE'SCHEDULE ON SHEET 15)- O 6'O.C. 1 Or Or Q (3)5/16"0 LAG SCREWS TO or 1©or 15 ! 1 Lo it iAG s,TRUSS. PASS. "^1D0STING MIN 27x4' I I - MIOWIDTH OF EXISTING WOOD EXISTIN HEADER REO.O - `� I I I I - I MEMBER, (2-Min.NOMINAL GLA55 I SEPARATION 70 GLASS _ I OPEN HOLE AT EACH WIDTH)W/2'Nin. (SEE SCHEDULE ON SHEET 11) _ EXISTING I STUD TO ACCEPT PENETRATION DA THREADED GUISg- 5 '0!AG SCREW VALID FOR I 1.1, - AT/OENTER OF TUBE. _ INSTALLATION 5 WITH 72pe( . . .- I -A9l Se'AM11LW . I • MAX.ASA.DESIGN LOAD-AND: QS HV WALL HEADER INSTALLATION' I�„°F"`SD 0�, N EXISTING '� H' INSTA MAX SPAN.TH1s ., 1t FOR SEAM mA'O O 194 r 0 6, - INSTALLATION IS ONLY YAl1p I ON 9lIT 19 FOR OQR �, `I 11 MR 9ME Mwc FOR WOOD W/MIN.SPECIFIC' -. .-.-. . .-- axwofitQ) 1 �19 FOR + GRAVITY OF 0.50 AS DOUGLAS 1-SEE SHEET 4 MR TYPICAL SHUTTOZ ASSOIDLY - - 1D.B® � - �H FlR OR SOUTHERN PINE No 2' 2-MDUNRNG SECTIONS aw BE`QMBINE.D _OT DIY CEILING.INSTALLATION - - OR EQUAL . W ANY WAY TO.SUIT ANY_DISTALLAMN.. _ ., - - U HV GEIL NG NSTALI ATiON am(SEE iTo 1 OR 1 f HW MIN.SEPARATION To GLASS -(,11��PJA�DEmAND �S-"O. I SEPARATXX•1 �; I 9 , '(SEE SCHEDULE ON SHEET 11)_ _ _ EXISTING 1 ON SFM 19 FOR as »I TO GLASS ---�� EX6l1NG t ' GLA55 I' HACIESO&OD - (SEE SCHEDULE ) ) v G1A55----fl I ON SHEET 11) 1 I ANCHOR I I ( ,0--•� I I \ . a WALL' I I ri/4--! i LOCATION i ,V. EXISTING ��,) _ . -.� ©tom _ Nt B10x3/4',HEX ,2'x6-MIN,WOOD J'._ �!JI� CADREHI�YS®�- IDECK REWIRED 1©OR2'x6`NW:WOOD- �.. _ (ND FINIS DECK REQUIRED(NO WI FINISH ALLOWED) y / _ I _ OF'EO EO' EDGE OF DECK DIY 1--I--'--�- DECK IF - - �=-EDGE OF DECK IF APPU04HtF _ .e�0•=-1 -- r - _ _ IF APPLICABLE ( If 1 1 1 - �,1"� 1/4'0-20x3/4'S.S. .'./ - APPLICABLE j 11 1 C 1/4'0 TMCON OR PHILI PS TRUSS HEAD --'2.,;ytT ��� TAPCON WITH ADVANCED gym' %'MACHWF SCREWS 2'x4 CONT. 1/40 TAPCON OR TAPCON WITH ADVANCED', �---2'MIN.y� .SILL PLATE THtiEADFORM•TECHNOLOGY W/ 1/4'-20 NUTS '1/4'0 TAPOON OR TAPCON WITH ADVANCED THREADFORM.- THREADFORM TECHNOLOGY W/1 1/2'.Min. .' ,W/f 1/2'Min.PENE7RATION ® 12'o.C. 2'NIN. PENETRATION OF THREADED REO D. OF THREADED AREA TO TECHNOLOGY W/1 1/2"Yin.PENETRATION OF THREADED 4 .-EXISTING WOOD HEADER. AREA To EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER(SEE "� • "�-' � SCHEDIN..E ON SHEET 15) - (SEE SCHEDULE ON SHEET 15) -SEE LOIRARONS OF USE FOR �X 14V-WAL'K—OVER INS7ALiATIONi �V HV,.WALL .SILL INSTALLATION RUDE®QN SHEET,s WO HV FLOOR 'INSTALLATION _ FLORIDA BUILDING CODF. Non High-Velocity Hurricone Zone 1111111IIJ)/ ,A'''A 02020 TILTECO:INC. _ ®_ z020 EASTERN METAL SUPPLY,WO. '��CENS :'9 BERTHA HV'TM IL EC O . S, ,� Accordion Shutter System ' No.441 7 = _ - ►VIXAM#t W/CR W/o Kv v MOW a.AOE 11LLIT TESTING & ENGINEERING COMPANY American SIIufI01' Systems EY.N ;06CR@IIW1 wTE DPAWN BY; M.P !O�• STATED -:• /�/� 6355 N.W.Jbte.SL,Ste.30.VIRQKLA GARDENS.nORM 3314 � ASscolnfiOnA Inc. 1 OLD 17-107 � /2/2p2 DATE:- 7/2/2020 • Phono:(SOS)H71-1530.Fox;(305)[571-1531 4268,Westroads Drive 2 ' :90c'.FLORID O� a-mon:Dtecopool.com West Polm Beach, FL 33407 3 _ DRAWING No I AAAA'A%�SS�ONAI �;.SEAL/SIGNATURE/DATE new L UIT 1,P.E. 44 20- 64 - -- _." YTTE1n u11 EAL/SIGNATURE/DATE . _ ' . 517 END INSTALLATIONS Cl) HV BLADE OR h1A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 1•.'r Y/I.WOOD Sn=REO*D. r'-2.4'MDN.YIODD 2'r4'MIN. �i\\ \ \ `. STUDS REDb. 2'r•'MIN. w= W000 STUDS. (AS Awurru,.c) 1\ !/ •' Mo�OR o e•Da \ / _ (\ !1. I •. (Ns aNvae,E) / SRWm. xFM- STUDS O15 vj�•/COSTING CLASS /� h Mw o F MO ` uimnc aw4 y /�, ; 0MVINc OwS aR1D5 E*6T. O�SOND Q/v6 \\\ytn'Mn.mz � �/ \ � N10 ssARaIQN PLTAOO� I ._ UK TO y,NwNu1 7 rows D 'TO SASS M ro aAss(s0: -,n•TAN.cDz .<:.• ro�OiE ,n•�,.mz_. . t>�'�^ m aAs(sTE ..,:+,..•_k ..:%' vlrAvcD. •: - -X 11 SO.V AD sEEr soT w sai ih613' T.— -: _� „mR NRE t0xa 5:<�.z5 meat w sccr RrxoaD. tn• 1,M 1AWE Ciao /-•`6 (s0es-re)mrtt. , 1n•TaN.ac w%w,a ra - 'a�sa> to a - w sm to rw w sICS(,s® � Ru PD�cI¢ 1/2' NarAow. I,aLs tDe�I �1 I3ADF5®e® f / aAassmeli9 GATES®e 1/2owl .1CN. AT rJiNER NN t/ _ _ AtuN GID INclt tR-Y -� sM.s otie lac su.s. ___•� o,s Uc. (ww-n AuaO Ar,mN¢sNr ��' ` r Wf/sY lKmM NCNS® i0 4 a$a.iplcac A, ��,,�� s¢DEPAE x FOUf OR®• U 1 OR `<I_)OR Q* SIDE GwNECHON - _ - - F &R(W ro TRnca t SIM c°amn s r a cOR.. 1�- CD-OOo-e0�•®- TO TRACKS ®-a®-©�- -c�-fro-o-�a - ®-®®-©®- o o a-o o®• N DETAI END CONNECTION DETAIL, END CONNECTION DETAIL, END CONNECTION DETAILQ END CONNECTOL�9 N • RW wLY i1N SPAH3 GREATER THA4 t2•-0' E4 OIUD S •� 4' in-l 1HY TAPCav ANwORs, Y1Drin'S.N.S - -- STUDS REO•D{ r , Ip_\" DF E>O�TTNO G1A55 I I•ENerRmav o t2'O.c. FEIE WM o if D.c � py ♦ SEE LIMITATIONS OF USE FOR \'\ \t/Y N. emu w sm a.' '�I"` - BLADE to ON SHEET 79 ON sEEr,e FOR STTEplE Q19*ET w 51&ET 18 FIR 1n•NLi � V!1, / 1 � I � _�=._� � _�_�� t©�®OR t�tOR F_1t r-- t CP GR t OR t l•{ 1-^-.`--�—'-"_ I ©OR®CR OR ����/ y © ® ® ® VIEW Y ®CS-Cad*re0•@9•®. `� WAl1 09 2+a S W. i� " J` �.®-®®•®-©J�®Y- �� ®•®-®•®-©•®' oros Rmb. raaS"sN I O•TO•a-©•O•®- O'®•®®-� O•®-®Q-®® DETAIL X END CONNECTION DETAIL ® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \V /h� ®2020 TILlECO,INC. 02620 EASTERN METAL SUPPLY,INC. �cni' / BE HVTM s A S S A Accordion Shutter System ND.4416 L E C o I N c. ■ ■ ■ ■ RV. RADE#t W/OR W/D KV OWN BLADE * American Shutter Systems ICY.N OEscapTION DATE OR"M BY. MR 'fl'• STATE Of TILLIT TESTING& ENGINEERING COMPANY Assoc�aflon, IOC. t OLD 17-707 /2/20 DATE: 7/2/2020 i 9•., ��� B355 N.W.35N.St.,St,.305,VM-A GAMS,FLORIDA 331E- F�OR10A •' Phmm:(305)871-1530.F..:(305)871-1531 4266 Westroads�Da v0 2 DRAWING No I -i,��t`S•., ���``• e-mGD101o�8019.com West Poim Beach, FL 33407 3 - ,Z0-164 /lsl�QNA�( T���`` WALRR u I J,PX 5 SHEET P.E. SEAL/SIGNATURE/DATE Ia OF 20 . - �. �•"�J _., .GENERAL LIMRATIO S AND CONDITIONS OF Llec FOR BER'IIiA. HV MADE ACCORDION SHUTTER SYSTFu WORKIN• IN .Y Irp UNISON WITH W WI —/7 (My NDOW B An ep I Ys- 1- mot" 1.OX'AS.D.DESIGN PRESSURE DATING:+110.-110 pa.l. 2 MAX.SHUTTER SPAN:B6' f , - 3.ALLOWED'MOUNNNOS;A. D,G k.H ON SHEETS 6,7;AS WELL AS � MOUNTINGS M.O,T.U&WON SHEETS 16&17. 'z - ONLY CENTERMATES I, I I7 Q1 f (29 IIETWPJLLtBORi W/ 4 OR yp PRE ALLOWED WITH�2t� O�,,G®G��� �OR . GGGNNN000 ED IN A SYN OR OP C LA UT.IN CASE OF OPPO`SI'NG 16 aF�. C MUST BE INCLUDED ONLY AT EMFRIOR ACCESS SIDE OF O ' TIP.EA.FJJD I ♦ r •� ♦ r �. / ♦� i ! � S.(A)�HV WINDOW MADE 1O SHALL ONLY ALLOW A MAKWUM OF 5 OPENINGS (3'0 HOLES)FOR Q PER BLADE AT'SPACINGS SHOWN ON SHEET 4. 4 MAX.5 WINDOWS r r r ♦ !-(B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1Q. ALLOWED A7 HV Sf f OF ANY 3.0 HOLE FO 4()SWILL BE 12'. WINDOW BLADE® 1 (C)FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W ./•L, I WINDOW BLADE W (D)HV WINDOW BLADE 0 MUST BE USED ALTERNATE TO A SOUD HV BLAOEIa. THROUGHOUT SHUTTER'S WIDTH. , r r ♦ ♦ f ` I♦1 (E)CE�QERW7E5 SNALL ALWAYS BE INSTALLED ADJACENT TO A SOLD Hil U BIADET,IJAT ER!¢R SIDE OF THEM. 1 >d ' SEE END - - - - POLYCARBONATE HV WINDOW �6' (F) ®SHALL BE INSTALLED SO TABS FACE CONNECTION 'r I r ♦ ,r �Ep ♦ THE.INTERIOR OF THE OPENING BEING PROTECTED.HV M9NDOW L{y MUST BE - -DETAILS ON SHEETS , ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED U ASS\- ' 10-&18 7YP`�. e '♦; - INC. , FULL HEIGHT: ? 6.SEE ANCHOR SPACING-SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME { E z P BULLDINGS'ON SHEET 16,AS LLMfTED BY SPAN AND DESIGN LOAD(SEE NOTES s f I 1 R 2 ABOVE).' f r f Q4 ~' 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED - - - I CONCRETE OR CONCRETE BLOCK WALL ON_SHEEI512 k 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABWE). (SEE PLAN FOR REOUIREMEMS) - ..A�_ _ -_ -1B9fi. 1 "- ' S.MINIMUM SEPARATION?TO GLASS SCHEDULE.PER ASTM E TYP TOP&BOTTON' W r_L17pn®a�:J f WIND�20NE�' MINIMUM SEPARATION TO GLASS LNLLMITED WID 1 THRU 3 1" ELEVATION•, UN.SEPARATION TO GLASS _ IXISTING GLASS SEE�JLE ON.BEET 11 FOR BLADE(D + 6.25' 1_ __ fND ON THIS SHEET FOR BIADeS iYP. 1 1 __ 1 �:J SYM ICAL CENTERMATES 21 :i6 - \ W/2 OR®5 AND Q (omme W/O (SEE NOTE 4 ABOVE) P�N— "- -- - ;` rtil-��/ 1 TYPICAL C17 HV. BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* _ \\-- —%/ N.T.S. - r ill r r Non High Velocity=Hurricane_Zone'.' FLORIDA BUILDING CODE(Non e ,` If V020 TILTECO•INC. 02020 EASTERN METAL SUPPLY, INC. - �tcEN %v,, - _ BERTHA.HVTti1 _...- N' q4.1 -- �Tl �CO �N�. A,S',S,A, ��Accordion Shutter System -BLADE#1 W/OR W/0 H,V.WINDOW BLADE American Shutter Systems Ev.A _DEScRiPnoH -.- DATE ORA% BY: MP iIWT TESTING B ENGINEERING COMPANK 'P: 'STATE 0 r�� ass N.w.3a ti sti,s1e 3q,YU V W c4 DLN5,FLORM A18 Aeeoclation, Inc. 1 oL0.n-lo7 /z/z6z DATE 7/2/2020 s�0'• F Phone;(305)871-1530.Fax,:(305)871-1531 4268 Westroads Drive 2 DRAWING No �ORID .•�Q,�'�� a-- Lift— el.— West Palm Beach, FL 33407 s j �. SEAL/SIGNATURE/DATESHEEr fi _ 19 OF20 I 'x 0.035-THICK -1 Min. 2.000'Max. A'x 1 1/2 S­ INSTALLATIONS W/ HV BLADE & HV CENTERMATES Min:ASTM A-653 GRADE 40 T-1 Min 0-60 CALV.STEEL M.METAL STUDS AT l6p D.C. ..... INTO METAL STUD WALLS 0-. gL MY 1/2- .47 JZA"o NOMINAL ENERAL ILIMITATI M AND CONDITIONS OF USE ALUMINUM SLEEVE (I 3/4-x 5 1/4-x O.0W a. 12 1 43c E0_.ElEKTH8(l)W BLADE ACCORDION SHILMER 6063-T5 ALLOY CH. GAIV.STEEL TRAGIC O.C. a 6.O.c WALLS CONT. G--N6EOL* a 6 SYSTEM INSTALLATION TO METAL STUD AM A-653 GRADE 40 Min. GALVANIZED FASTENED TO SW` T­-j' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (psf) SEPARATION GLASS SCHE 3.000- ,FXSTiNG FINISH W/(2)16XI/2-TEX SCREWS SON I INTERIOR&EXTERIOR FACE AS APPLICABLE 2. MAX. SHUTTER SPAN: 84* WIND ZONE MINIMUM ASTM E-1996 SEPARATION LENGTH+ I" EXISTING GLASS All . GLASS SEPARATION 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS TO (SEE SCHEDULE) A 4. ONLY - I— L4!0-20X3" BOLT 1 W1(24)HV LOCK ARE ALLOWED 1 THRU 3 1 M.P.) ENTERMATE V2 MUST PENETRATE I- WITH @511 ARRANGED A SYMETRICAL LAYOUT. USE OF (2) 305 (6- LONG. MINIMUM) MUST ALWAYS BE 4 4' EXI NG FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF z 373"11 3/4'.6 1/4'.0.035*THICK Min.I AS ME.GALV.STEEL TRACK�HANNEL. A-653 GRADE 40 Min.G_Eo CENTERMATE. �w/ .UED FASTENED TO MOS (2�fw/2'TEK R. P43q an T_' INTERIOR&EXTERIOR FACE a 6 D.C. O.C. Ll/4"0-20 THREADS tm. 0 I N "............. BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/4.0 E= C � 1/2' 3 CENTERMATE APPLICATION WITH BLADE(D CONSTRUCTION TZ PRODUCTS FAR-LOK HID 43b 6-. 1 1/2",0.035'THICK �O . .in.ASTM A-653 GRADE 40 -1 0 6' O.C. G-60 GAUl.STEEL T" COMPONENTS METAL STUDS AT A 16,D.C. WALL.HEADER SILL INSTALLATION -EXISTING FINISH AS APPLICABLE SCALE:3/8'= I" (Typ.Top&BOTTOM) A ONT.GAL STEEL TRACK CHANNEL, ------ ------ i 3/4X 6 1/4N 0.0356 THICK Min. II GINALVAN -ZEXISTING GLASS 6 7A ASTM A-6V3 GRADE 40 Min.G-60 SEPARATI ZE YCAL IN. ON-.::.430 43b 43c i ;- INTERIOR&EXTERIOR FACE TO GLASS 2' :-7-CENTERMATES �V,/,`! -CENTEEMATES Wl'---,, SEE CHE.DUL.E)`.Max.."ltl E ....INTERIOR ACCESS S XTERIOR ACCESS SIQE'��'- IDE: -—---- ----- ---------—--------------- 27 _\-----------—--—-- y 2)42 201 21 L(:2 1 LOCATED AT -_\_----- ----/-------- __ _. S \\! i// @ ", �------- D @ ---------- HV HFADER/SILL ENDS ------ ---- --------------- ie (6'Min.) )0- 1 VIEW Y "' 1/47(Typ-) 11 ( ) \_ SIDE CONNECTION TO TRACK (Cont.) —6 1/2"(Typ.) 6 1/2"MAX.SLACK **—J BYJ3 BLADE SLACK_DETAIL HVF EVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: SN♦�Allplll 02020 T.-LTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM \,\G EA s,, Accordion Shutter System No.44 6 A,S,S.A. H.V. MADE f 1 W1 OR W/O KV.WINDOW BLADE<;;-.�_ S tt Sh American Shutter ystems TILLIT TESTING & ENGINEERING COMPANY Amer REV.N DESCRIPTION DATE DRAWN BY. MY 6=N.W.36 .SL.St,.305.WGiNA GARDM,FLORIDA 3310C Assoclatlon. Inc. I OLD 17-107 7/2/2020 DATE,- 7/2/2020 STATE F Ph—(305)871-1530.F­(305)871-1531 4268 Westroads Drive 2 41- —DRAWING No Az e-inall:titleco0col— West Polm Beach, FL 33407 3 CA_ 06719 WALTER A.TILLIT J,P.F_ 20-164 ONA 'E FLORIDA U. j 44167 SHEET "'IO'llilliltfW'SEAL/SIGNATURE/DATE 20 OF 20