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HomeMy WebLinkAboutProduct Approval - accordion Business i Professional Regulation BCIS Home ; Log in ! User Registration Hot Topics Submit Surcharge Slats&Facts Publications Cwftd US MS Site Map Unks ( Sewch borx Product Approval USER:Public User } Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R10 p Application Type Revision �� l Code Version 2020 Application Status Approved 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 Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the 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. y Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA BLADEI .odf FL389 R10 COI COI ASSA BLADEI 2.odf FL389 R10 COI COI ASSA BLADE3.12d Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3.Qd 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.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE1.Ddf 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 R10 AE PER ASSA BLADEI.p2f 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 R10 II DRW ASSA BLADEI 2.0f Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R10 AE PER ASSA BLADEI 2.pdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer..C=ypjght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepta: r7m rlqwlill__1 ® E Credit Card Safe GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 3 Wj OR W/O H,V. WINDOW BLADE f3 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(71h EDRION)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 160Y Or THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USMO/SCE 7-1! AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8 & 18. IN 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 TABLE OF CONTENTS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5. 6, 7, 8 & 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED,WERE NOT OVER STRESSED, A 33 A INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ON USED IN THEIR AREA ) HV BLADES 11' d[�1A.1 ANALYSIS. HOWEVER, A WIND LOAD DURATION FACTOR CD�1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN W000. BERTHA N.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE f3 W/ OR W/O HN WINDOW BLADE 13 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE GENERAL NOTES. SHEET 1 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS SYSTEM COMPONENTS. 1-21 SHEET 2 -(/)H.V. BLADE f3 #0403.01-08 WRH ADDENDUMS f3 & f3A. DATED 4/30/14,AS PER PROTOCOLS TAS 201, 202 & 203 AND ASTM E-330, ASTM E-1886 AND E-1996 STANDARDS (MISSILE SYSTEM COMPONENTS, 22-38 SHEET 3 . SHUTTER ASSEMBLY. SHEET 3A LEVEL D, WIND ZONES 1,2,3&4),0825.01--10 (WITH ADDENDUM f2, DATED 4/30/14). 1220,01-10. 1209.01-10&0422.02-14, AS PER PROTOCOLS TAS-201, TAS 202 & TAS-203, LARGE MISSILE. -CH.V. BLADE 03 WORKING IN UNISON WITH�y H.V. WINDOW BLADE f3 #0829.01-08 WITH ADDENDUM 02. DATED 4/30/14.AS PER PROTOCOLS TAS-201, TAS 202&TAS-203 AND ASTM E-330, ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEE.D. WIND ZONES 1, 2, 3 & 4). AREA 20 HV BLADE(I AND W WINDOW BLADE -0H.V. BLADE f3 AND j: H.V. WINDOW BLADE f3 ARE. FNGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE (WHE•RE APP(1 AB ) INDICATED ON SHEET 18. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 4 2. BERTHA ACCORDION PINS 43). 3�,351 OR ALTERNATE C), SHALL BE AS INDICATED ON SHEETS 3&4, USED AT BLADE'S KNUCKLE. ACCORDION PINS.), USED AT HV DIRECT MAXIMUM SPAN TABLES. SHEET 5 MOUNT SHALL BE AS INDICATED aN SHEET 3. PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 1157.4 KSI TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 6 PINS SHALL BE COATED WITH BERTHA HV OAC.ROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CQARNG APPLICATORS, REGISTERED WITH ANCHOR SCHEDULE- CONCRETE & BLOCK. SHEET 7 AMERICAN SHUTTER SYSTEMS ASSOCIATION. ANCHOR SCHEDULE- WOOD SHEET 8 INSTALLATION DETAILS 1-6 -CONCRETE & BLOCK SHEET 9 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-TB ALLOY AND TEMPER, WITH Fy - 27.1 ksi MINIMUM (UNLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9 -CONCRETE & BLOCK SHEET 10 ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. INSTALLATION DETAILS 10 -METAL STUD SHEET IOA 4, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AI51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA INST, DETAILS W/ HV CENTERMATES®& SHEET 11 BUILDING CODE WITH 50 kei YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. INST. DETAILS W/ HV -T- LOCK CENTERMATES & @9) SHEET 12 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ASI 304 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. INST. DETAILS W/ HD CENTERMATES 4®&� SHEET 12 6, SEE SHEETS 6&8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. END CONNECTION DETAILS 1-6-CONCRETE & BLOCK SHEET 13 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS a V.S. PATENT f6779582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT INSTALLATION DETAILS 1W-6W -WOOD SHEET 14 15458179 ISSUED TO EASTERN METAL.L SUPPLY, INC. INSTALLATION DETAILS 7W-IOW -WOOL; SHEET 15 END CONNECTION DETAILS 1--6-WOOC SHEET 16 S. 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, AREA 3: I-A/ WINDOW BLADE �A.ON Y CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH DIE BUILDING TO PREVENT WIND/RAN INTRUSION, 9. EACH UNIT MUST BEAR PERMANENT LABEL 1N A VISIBLE PLACE WITHWARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 17 ALL PROPERLY CLOSE ALL CENTERMATES AND ENGAGE OR LOCK ALL LOCKS. TYPICAL SHIfiiER ELEVATION 'HEFT 19 10, 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 SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. it. BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 13 W/ OR W/O HV. WINDOW BLADE f3 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a)THIS P.E.O. 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. (6)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 THIS DRAWING SHALL ONLY BE USED TO DOES NOT DEVIATE FROM IHE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (FOR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O, ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS 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 VelocityHurricane Zone IwiII(1I t,, 02020 TILTECO,INC. 02020 EASTERN METAL.SUPPLY, INC. CENI�7/S A.S.S.A. BERTHA H1lM L E C 01N�. Accordion Shutter System No.44 t 7 H.V. 11,A X w/cR w o RV. wirovv BLADE - ` American Shutter Systems RTY.N. DESCMPTION DATE DRAWN eY;M.P TILLIT TESTING & ENGINEERING COMPANY sa»nw.Sea.s1.,sl°.505,vIROIwA+:WOEns.n0aan v1. Association, Inc. 1 • 1D6 /2/2C2 DATE:7/2/2020 'C•• STATED. - Php :(305)671-1530.F. (305)871-1531 4268 WeStroads Drive 2 DRAWING No %��cn' F(OR10 .•��� / "°�;`OM71fllCC" West Palm Beach, FL 3340? a r� C WALTER A.T1LLIT J..P.E. F 20-1 VS '''•,s�0NAl,1�,�AA`t JAL/SIGNATURE./DATE FLORIDA uc.d 44167 5 SHEET 6 OF 113 I - a.e7r _ - - t.9n• I r�.._.. ,oD• -.00 ,.mv- ,Ass - I--.,m•�s 7d ' ' •L0�8`3•- 4s7r -.297 _ __'$ ' •,1 �-$-!- --- Lgen a g1.G12• .334' l, At 063 -'�a�el$• _ �B, _.Ono- �'{- OA® Dao' ae30 34a' 1 0.334 ' an- A72• 35• HV BLADE 03 'n mu as,a. 060 JAW MAX- HV WINDOW BLADE tp• _ 3 szo'- _ _. sa2r- 2,207 ' ,mr - • SEE UMfi TIONS OF USE O NV HEADER 8 HV B.O.TRACK 3.ea3' - - 3u0 - - 5 ALUMINUM ANGLES FOR BLADE 0 ON SHEET 18 QUALIFED FOR USE W/ HV � O HV HEADERlSILL 4A HV 1"B.O.HEADERISILL , QUALIFIED FOR USE W/ HV 1A 01 BLADES tU® UALIFlBLLADES(D W/ HV QUALIFIED FOR US W/ HV QUALIFIED FOR USE W/ HV BLADE O Q�, BLADES ,O•� BLADE�t --.-J.3a6.... - _.._...3.226'-.___. ! x -.870,a.._2.226' .. Obi. .670• _ _ ._.... 2.000•MAX. . �27�• .Ob2' N �� y L- 2' 2- 0 125' 1' t• 0.062' D 3.352' _- 1.522' _ Y -..__.... •• .• II i_.f J x 072 4.4J6'--. t_.L-�_.__....-_ ', ��H 3' 3' 0.080 _ ____2.092" •. t -.072�..3.22a'-072" a.87a' tA,n' _. ��� nss. O6 9 HV DIRECT MOUNT 10 HVAW.FLOOR TRACK O7 HV ADJ.ADAPTER WI LIP Og HV WALK-OVER TRACK OOUALJFlED FOR USE w/ Hv O HV 90-M80•STARTER O 12 SIDE ANGLES BLADES 1 QUALIFIED FOR USE W. HV 11 CORNER POSTS QUALIFIED FOR US W/ HV QUALIFIED FOR US W/ HV QUALIFIED FOR USE W HV (D•� BLADES`).(1-q QUALIFIED FOR USE W/ HV BLADES Q1 BLADES ,� BLADE Q, D.75•.1 Asd1.12s•TNx. QUALIFIED FOROUSF,-W/ HV BLADES(f),® sy. NEOPRENE SPACER eflwEEN QQ�y 4.55W 0.75'.,.25'.o.eoo' T. I" CENIF7aMTEs/S.S.PLATE BLADES t _745-- 293---+ ' FIAT BAR tp'-zo.t/2' 1/a•-20 2.29� 743� 8 _. .700' + //.. (2)t/a'¢-a0-SS.FOR MT NGD - THREADED Onef TIR SAW BAR 5.3.- L- L ENAME (2)1/4 -aanl/2'S5.Y.S. S.S.M.S. HOUSING 04MAEL 1/4•-m 1 (a TtT.) ' a11f[D P"M T11RF.10PD .ME CAST O, T`I �__ Nwsrc 4r (, 8 $ L . I t.94o• 318' . .L -1 BAKED PAINTED .875 .940• 3,a• GRE Ss URK r VOY • .,2.5- i.. ___ _._._._ �.et5' 1�. (1)5/160 la NOTE EDR(1)/,a'e-la„1 s/a' 1 •..eRA44 C1IJNOER t (<O.� n v.S.S.THREADED NUMB SCREW R/A"AL'I'. s KEYS(CHROME '.BRASS c NDER 13 HV CENTERMATE 14 HV FLOATING CENTERMATE S.S.SALT WATER LOCK 49s' •1 419• PLATED) (CNRONE PLATED) QUALIFIED FOR USE W/ HV QUALIFIED FOR US W/ HV 15 QUALIFIED FOR U E W/ HV i - BLADES ,® BLADES(1),� BLADE z87a - 4.045' •z,: - 16 H.V.LOCK 17 H.V.EGRESS LOCK 3>: r-- QUALIFIED FOR USE_W/ HV QUALIFIED FOR USE W/ HV 1 (D.O.) (oa'• $ BLADES 0,0 BLADES G,® 1.000'I- n g o n n fO - p.266' COMPONENTS - pe �y� 6063-T6 ALLOY AND TEMPER 4.566' -822-- SCALE 3/8•-1. HV MALE'T"LOCK HV FEMALE"T"LOCK L_2J0•_l L--2.750•_- 81 HV"T"LOCK 16 CENTERMATE 19 CENTERMATE PLAN FRONT ELEVATION QUALIFIED FOR USE W/ HV QUALIFIED FOR USE w/ HV QUALIFIED FOR USE W/ HV 20 "J"CLIP FOR"T"LOCK CENTERMATE BLADE BLADED BLADED QUALIFIED FOR USE w/ HV BLADE:t FLORIDA BUILDING CODE Mon Nigh Velocity Hurricane Zone) t ttt Le", 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. N �._. A.S.S.A. BERTHA Hvr z L 1 C O �N� Accordion Shutter System •• ND.441 7 •' � tLv. �#3 w OR w Itv.t�rUDW BLADE TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems REv.X.1 DESCRIPTION DATE I DRAWN BY:M.P of STATE - -- a3ss N.W.Sew.St,s..305,vx aNu raoE s.rD aoA 331 Association. Inc. I OLD 17-105 /VM OWE: 7/2/z02o '. P60n.: 305871-1530.F..: 305871-1531 4268 Westroads Drive a O •, F ( ) ( ) DRAWING No S. A �OR10 333��� a-mdl:6R.eoeawcom West Palm Beach, FL 33407 3 /� i �SS1ONAL aG� ` WALTER AOW8�19r. P.E. 4 LO_ 65 FLORIDA Uc. /41167 a $HEFT 777j111M41w p SEAL/SIGNATURE/DATE A .255 � I i yg, HM TWUMBTURN CYLINDER OR _12"MN... _- - - ... 6• N- IO _.... ... t $ .3ta• ,� 1 ,� KEY CYLINDER {2D I `` $.063' .OB] .214' m `� 1.9 �t ...!� �7 5't5. _ �1-5• _ __ — _ 'gg 3is'.so9 oo 70 r 4 - O 12"LOCKING ROD Q ® 6"LOCKING ROD Q 22 HD CENTERMATE 23 HD CENTERMATE 24 NO CENTERMATE S o - m !'-� QUALIFIED FOR U,SyE W/ HV QUALIFIED FOR USE W/ HV W/LOCKING ROD W/NO LOCKING ROD INSERT .804"- R BLADE 1 BLADE 1 QUALIFIED FOR U E W/ HV QUALIFIED FOR U E W/ HV QUALIFIED FOR U,� W/ HV BLADE BLADE BLADE 1 *, Ww ' -THUL6TURN CYUNDER INSTALLATION WILL REQUIRE A �/76` HOLE DRILLED AT TRACKS FOR PROPER cYUNDER EMBEDMENT BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. t1/2• --1.139• -- QUALIFIED FOR USE W/ HV S-S.RNETS BLADE01 0.324•r -3/16-0/8•0 .ar, L4 475'tI use,- I "-ON WHEEL. T'•P q1 Tp ELEVATION � ' Q i E o II i/4.r . _ ._ .375•r U11, 730 r 27 HV 1/4"0-20 AIS1304 SERIES 4V 3/8"0-16 ACETAL Y8 HV LONG RECESSED 29 HV SHORT RECESSED O HV NYLON HAT 31 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WA HER AISI 302-303 SERIES QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE BLADE Cl)1 .365"r .365"0 .100•r .385"W �. .SOOT -' � I I 0.204•r t Asro t61' .20a' - COMPONENTS (CONTINUED) N T.5 32 HV DIRECT 33 HV PIN 90 BLADE O HV PIN it O HV PIN MALE KNUCKLE O ALTERNATE PIN MOUNT PIN 6�1a,die 119) (22),\23. 0 BLADE& AM. #14-14x1 3/4" W/ N8 HD. �10-18"x2 3/4" W/ �8 HD, g10-18"x2 3/4" W/ �8 HD, - HV HD MARKING W/ HV HO MARKING W/ W/ HV HD MARKING W/ #14-14"x2 3/4' W/ ie HD, #10-18"x3" W/ #8 HD, W (SEE DETAIL SHEETS 13 h DACROSHIELD COATING DACROSHIELD COATING W/ HV HD MARKING W/ W/ "4" HD MARKING W/ 16) W/ DACROSHIELD COATING DACROSHIELD COATING DACROSHIELD COATING FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1 02020 TLTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. •....:. .•�4� '- BERTHA HV7m E sF1.''�',= fT1A.S.S.A. Accordion Shutter System No.44 67 E C O INC. RV. ELAM w DR w Kv.vr+NDON 1RADE 03 American Shutter Systems 'IV.Mo OLScftwTION DATE DPAWN ar,MP - // TILLIT TESTING & ENGINEERING COMPANY -"c•' STATE F n/ �- 6366 N-36M.St..SW 3 ,VWMr OARDEN6.R010M 337 Association. Inc. 1 OLD 17-106 /2/20 DATE:7/2/2020 '9'•, _DIY Ph—�(]05)e71-1530.F„�Iw5)071_1s31 4268 Westroods Drive 2 DRAWING No %O�� F�ORI P,.•��.� •-n'' se.wm West Palm Beach, FL 33407 3 20-165 BONA E c'' WALTER A TRUE Jr.P.E. T'Itl1LUN T' SEAL/SIGNATURE/GATE FLORWA uc.f 44167 s HET 4 3 OF 1 ® III III ®OR® III III III III ® jI III 4! I,I _ _ czrEleo� �. _ , o�rcwoa EXiEIMOR L'I O,® I,1 1'I (D,® O® 19 ASSEMBLY AT ASSEMBLY IN BETWEEN 31 ASSEMBLY AT ASSEMBLY IN BE►WE N(?7;. (®GO EVERY OTHER INTERIOR KNUCKLE) (®GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 2j" LONG NOMINAL PINS ARE USED* WHEN 3"LONG NOMINAL PINS ARE USED suaE I/.•a,- *THE Hy PINS & BUSHINGS ARE PRE—ASSEMBLED.TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275"O.D. x OA30' I.D. x 0.072"THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW. THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLES SCREW 905S. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02020 TILTICO•INC. (02020 EASTERN METAL SUPPLY, INC, �.• ��CEr .• rM 9 A S S A BERTHA HY No.44 6 = L E-C-O �N�. Accordion Shutter System ■ ■ ■ ■ FLY. BADE/3 W/OR W FLY. WINDOW BADE ;huthr Sysf*ms ov.ra xscamnoN DATE oN:AwN BY;Mt-F TILL1T TESTING # ENGINEERING COMPANY a' STATEtF �J Za 6355 N.M.36M.St.,SI 305.VWA GARDENS.FLOPODA 3316 Association, Inc. I mn 17-10 /yx0 DATE.7/2/2020 90: R a1,o— (3os)s71-1530.cax:(305)eT,-I5a, 4268 Westroads Drive x DRAWING No 4ORI .-Pwi`I� - West Palm Beach, FL 33407 3, 20-165 0 wAUI7+w mLrr JF. P.T. a1���#to lo SEAL/SIGNATURE/DATE FLORIDA Uo a41s7 SHEET F. OF 1 NOTES ON HV. HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS W/ HV 1 BLADE Is i H 1 I 1. MANDATORY CONDITI M It1 ONE HV LOCK 1�3 or 9 or i SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY " -43k1e®oR®.®at®��'.® 10 SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 156', AND FOR INSTALLATIONS AT ANY t 11 11 II 1 ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK 0 or®or I��MAY BE USED AS AN INSIDE OR otnsIDE LOCK.ATTACHED TO CENTERMATES W/ (2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF 1 ®"® LOCK SNYl BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING ROM®W/®7 AND(12PIS COMPLETELY OPROIML. 21 a©'®' 2. 11ARDAtORY=mn10M L rw w mu ATION.S ORO uAL m=- ONE HV LOCK®or I@ or©SHALL BE SHUTTER SPAN I ®°n� USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE --- i TO 156",AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK @j5 or ON SHEET 5) 1 ®or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or®CENTERMATES W/ (2) 1/4"-20 x 14 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/®OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. 1 1/2 OF SHUTTER SPAN I 11---fit op FOR RMAL AT04S W/ C7 3. NOUTORY CON NDON Ja EM W'"M MOLwnMR INST r AtfoMS: ONE W LOCK 15 or 16 or 17 SHALL BE (1)W OR HD LOCKS OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ANY BE R15TA1LED 12"ABOVE TO W. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR 1 j SOR BELOW EL IpDSPAN� � OUTSIDE LOCK, ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION_ USE OF LOCKING RODS 26A W/ 27 OR 27A TOP AND BOTTOM IS COMPLETELY MANDATORY. !d1111 1 11 i I I 1 11111 1 4. A J1: IF DESIRED, FOR LETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV NU SEE E LOCKS 1 OR 1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 1© CONNEC*ION OR©SHALL BE AS INDICATED ON NOTE (1)ABOVE DE7A,' ON 2> (4> S 6 6 9 j LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. sHELIS 10. 13 & --'! I6 rrn. FULL �„� QaOO' aR 6 oR(g HE K•HT } - j e APPLICATION W/ HV "T" LOCKS AND CENTERMATES: . ®0R®0R®+O OR EI 1. SECOND LLTERVTE 10 YYRVA M CONDITION/t At.ME fdlF IFS 46 NO 0 I 5 a+®+® OF CENTERMATES ONE ALTERNATE W -r LOCK a MAY BE INSTALLED IN LIEU OF OTHER LOCKS FORANY ELEVATION. ALTERNATE LACK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK SPAN AND INSTALLATION AT - - UNLIMITED WIDTH - INCWDES USING 'J-CUP®, AS SHOWN ON SECTION 15, SHEET 12. WHICH MUST BE CONNECTED TO CENTERMATES ®AND®W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4"0 x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MK)SPAN OR 12' MAXIMUM ABOVE AND BELOW MINSPAN. USE OF TWO LACKING RODS 26 or M. TOP AND BOTTOM IS MANDATORY. TYPICAL t H.V. BLADE #3 SHUTTER ELEVATION • APPLICATION W/ HD LOCKS & CENTERMATES: N.T.S. +IIRlQ�A�LTp/t1,�1�A2gTE to YANOATOR'r OOF6IIOON/ t Y/lb FOR M LOCK W/(4 NO COU MUM a OR 0 OR SEE BLAOFUAgjA1ONNSHEET $FOR .1 ALjERµgTE HD•LOCK II*MAYBE USED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS�A,TT MY ELEVATION. 1�1 ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LACK.ATTACHMENT OF HD LOCK 03 TO @ IS W/ (3) ,8 x 3/8'F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTION 18. SHEET 12. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE M SPAN. USE OF LOCKING RODS®or�IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE (Non Nigh Velocity Nurricone tone rA C2020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM S�Q V,\C EN `�9' — No.441 7 �IL E C O 1HL:.� �.S,S,A. Accordion Shutter System , FLY. HlOE43 W/OR W/0 KV.NROOIV MADE American Shutter Systems REV.116 OESCRWTION wR DRAWN ttr:YP �. TILLIT TESTING k ENGINEERING COMPANY 'o'• STATE L F �:���,�,.yj,,'// .?per 6305 N.W.36tn,St,St..3M.RR NIA GARDENS.r—3s Association, Inc. I OLD 17-106 DATE:7/2/2020 %��•.• F .4 Phune (}Cs)871-1630.ro.: (305;871-153; 4268 Westroads Drive s DRAWING No y���. . (�RI .-mall:tlt4coeooLco West Palm Beach, FL 33407 a /� C AAA/'ss//...... '``!; . CA-000671e 20-165 ONAI ll PF` WA-TIER A TKllf Jr.P.E. 4 AMMEAruNHnit �. SEAL/SIGNATURE/DATE FLORIDA Uc,'144167 5 SHEET s � MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) (')w,n IMUM ALLOWABLE SPAN FOR A GNB P05RNE As.O DESIGN PRESSURE FOR INSTALLATIONS W/ 1) HV BLADE. A FOR INSTALLATIONS W/ U HV BLADE. A LAnNFIGMOMUY ALLOWABLE SPA"FOR A GIVEN NEU IDE A.5 DESIGN PRESSURE (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS(TOP/807041)OR FLOOR/COUNG: POURED CONCRETE,CONCRETE BLOCK t FOR METAL STUD IN INSTALLATIONS MAXIMUM AND WOOD INSTALLATIONS ♦ MAXIMUM "POSRIVE A.S.D.DESIGN PRESSURE RATRNG,DETERMINE MAXIMUM SPAN'L+- A.S FROM.D. F1xou SCIIEDutES A.S.D. FLOOR/CEILING PRESSURE FLOOR ICEILING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING.DETERMINE w-MUM SPAN RATING � RATING MOUNTING 1-- PRESSURE WALL MOUNTING MIN.SEPARATION TO GLASS WALL MOUNTING MIN.SEPARATION TO GLASS FROM SCHEDULES. �- - --- --_—- FINAL MAXIMUM M OWABLE SPAN IS EQUAL TO THE 1 UMUM DETERMINED SPAN 1.or Ill-) vWMxzorxa W.NOmNeA I+or-) L+(FT) L(FT) L'(FT) L-(FT) weoxnata.. WrWLLN'L,'AND'L-", L!(FT) L:(FT) L+(FT) L-(FT) I.xax NNuart iocw ,xaa 'Locw _ GExTFPYAIE -O'1TEAN (3)PROCEDURF To DETERMINE MAXMUM SPAN FOR COMBINATIONS iN BETWEEN WALL ' 35 12'-7" 13'-0' 17-T + 13-0' 1" aitll6" 512" 84 T_p^ T_p^ - - 1" 37/16' 51/6" MOUNTINGS W/FLOOR/CEIUNG MOUNTINGS 40 if-ia, 12'-3" 11F-16"l 17-3- 1" 4 11116" 5 12" FOR A GMN POSITIVE A.S.D.DESIGN PRESSURE RATING: 45 11'-9" 11•-11, 11'-9".. + 11'-1 T' 1" 4 11118" 5 12 L " .. - - L;ERM SPAN FOR WALL MOUNTING IusTAUAT1oNs. 50 1 P-5" 11' 6'- 11' 5" 11' 6, i^ 4 11/1e" 5 12" 72 6'-T 6'-T 1,�-MAX.SPAN FOR FL0°R/COUNG MOUNTING INSTALLATIONS. 55 11'-4" 11'-4" 11'-4" 11 -4" 1" 4 11/18 5 12" FOR A GIVEN MEGA VE as.D.D SK N PRESSURE RA Nc DETERMINE. 80 10'-6" 10-8" 10'-6" 10'-6" 1R_ _,_11M8" 5 1/2" L,-.MAX.SPAN FOR WALL 4WNTING INSTALUT10N5. 86 81 &r 5 1/8" .SEE SECTION T a O J SHEET I DA. U MAX.SPAN FOR n 00R/CEILING MOUNTPIG INSTALLATIONS. 0 8'-3" 8'-3" B-3" 6'-3" 1" 3 5/9" 5 118" FINAL MAXMIAI ALLOWABLE SPAN IS EGLIAL TO THE MavMUM BETWEEN 1l.','w•. BO T-3" 7-3' T'-3" T-T 1" 3 5/6' 51161, (4)GO TO ANCHOR SCHEDULE ON SHEETS e&7 FOR CONCRETE AND BLOCK,SHEET 8 MI FOR WOOD AND TO SECTION ON SHEET 10 FOR KEYSTONE MOUNTINGS D SHEET 85 6-10 6-1p" B-tO' 8-10" 1" 3 SIT 5 118" 10A FOR METAL mDs wrrH FINAL ALLOWASLL SPAN AND NE ATnc DESIGN sib 5-T 5'-T' 5-T 5'-T 1^ 35/8" 51/8" LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. FINAL MA 95 5-6" 5'-6" 5'•8" 5'-6" 1" 3 5w 5 1/8" .�_ _--__ RE Of NF SEPARATION TO MASS L CKS' N THE GRUAST MEASURED FROM EITHER 100 5'-5" 5'-5" 5'-5" 5'-5" .,". 3 5!6" S 1I8^ REAR OF KNUCKLES OR REAR Di IIICKS:'CENIERWTES:AS APPI.KIIBIE;70 GLASS. 105 5'-3" 5'-3" 5-3" 51-3" 1" 35/8" 5118" MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ff.) FOP, 110 1 5'-2" 5'-2" s-7' 5'-2" 1" 1 3518~ 1 5114" INSTALLATIONS W/Cl) & � *HV BLADES. A c ICL57ALLATI4H_LEGEND_9PPL1ti98�E-_F43_L-tiV 9dQ._�._t±Y..BSdPEy EXCEPT THAT MAXIMUM ENSURER SPAN "L+" OR "L-"AND MAXIMIIA/ AND WOOD INSTALLATIONS MOUNTINGS MASONRY POURED CONCRETE,CONCRETE BLOCK SUBSTRATES CONCRETE & METAL STUD WOOD MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO A S p CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 'RESSURF FLOOR I CEILING 1W 3W 4W WALL MOUNTING MIN.SEPARATION TO GLASS 1. 2, 3, 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED 70 RATING MOUNTING WALL 10 4, 5 & 9 7W, 9W & IOW +64,-72 p.s.f. AND 7'-6" SPAN, SEE SECTION 9 ON SHEET 10 (•a l L�(FT) L(FT) L(FT) L(FT) �ce KNUCIQ2 >•E FLOOR/CEILING 6, 7 & 8 --- 2W, 3W, 6W .._. .V_6" 9'-e g'"(' 9'-6" --1" 4Mr 41/4" & BIN f EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L 8'-11' 1" 43B" 4114" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR •SEE LINJjATgNS OF USE FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: SLADE Tom' ON SHEET 18. i- CONNECTIONS TO PLYWOOD LIMITED TO ±62 p.s.f. AND 8'-11" SPAN, SEE SECTION 5W ON SHEET 14, 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO ±62 p.s.f, AND 8'-0- SPAN, SEE SECTION 2W ON SHEET 14 +,' + FLORIDA BUILDING CODE *)n High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC- -.•:-.•, BERTHA HVTM = A IL7FEC 0 �Nc. A.S.S.A. Accordion Shutter System No.4416 RV. R"#3 W/OR w/o Kv.WINDOW a" American Shutter S stems RE..N, DESCRIP NN DATE DRAWN BY;MY *L, * `- TILLIT TESTING & ENGINEERING COMPANY ASEOCICtIOfl, Inc. 1 OLD IT-Toe %-0". STATE OF jj e33s H.W.- s1.S1..303.Vw—GARDENS,GARDENS, 33Id /2/2 DATE: 7/2/2020 Pno". (305)871-1530 F- 1(305)871-1531 4268 Westroads Drive 2 "4OR10` ,G��y '` .-mo`AH B0000l.tom 719 West Palm Beach, FL 33407 a ,1,Q IN�65 //// S�O••• `.7._ WATER A fILLO Jr.P.E. 4 - °`"'FFNNnL ILaI 1.E. SEAL/SIGNATURE/DATE fLORDA Uc 0 H167 6 S HEET 5 OF 18 N\\ n('j MUM.P 9B CONCRETE iLQCK_SUBSTRATES '- UPON Ui MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER 1.ANCHORS To WALL SHAU BE AS FOLLOWS, SPAN A.S.D DESIGN NEGATWE PRESSURE RATING AND A CORRESPONDING (N To EXITING POURED CONCRETE, - All POINTS SaUD-Er"s -1/4-0 TAPCON OR TAPCON W/ADVANCEC THRFADFORy lET)HNOLOGY',AS MAAFACTURED BY IT.W.9UILM (Min.rc.3 k,l). BLUE TAP WWOI CAPMOUNTING TYPF FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS ATIONS _1/4*I.3/4•ALL POINTS SOLID-SET ANCHORS As DWRIB nm BY ALL POINTS SCREW,BOLT&SPECULTr CON.(w,.rc.3 W). (SEE MOUNTINGS 1. 2. 3, 4 h 5 ON SHEET 9) -1/4-4 BLUE TAP CONCRETE ANCHORS WITH CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(W,.rc-2 kd). 1/4'4 TAPPER+ANCHOR'AS MANUFACTURED EA DEWALT.INC.(MFm.('c-3 k.i),AND DISTRIBUTED BY ALL POINTS SCREW.BOLT h SPECIALTY COMPANY OR ANY OTHER POURED CONCRETE APPROVED LICENSED OR AUMORRED VENDOR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 1 d A2 WALL MOUNTINGS 8 WALL MOUNTING WALLMAXN SILL AIOUHTING wM(� W/©'®p1® W/Q+(3) W/ ®+® A iNOTES)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TMR7N OR TAPCON W/ADVANCED MRFIDFORM TECHNOLOGY AND TAPPER+ANCHORS IS 1 3/4•,NO 1 1/2-FOR ASA OEM REWtME LM(NO MIA.RS.AN Mama LM(ALAI Aee Dow MUM"LOAD&4 K E TAP WITH CAP ANCHORS. JO 10 30 e0 1 70 a0 90 f00l 110 30I 40 j50 60 j?b afA DO 100 }10 70 40 30 e0 70 e0 90 100 110 A2)MINIMUM EMBEDMENT OF t/4Y a 3/4'ALL POINTS SOLID-SET ANCHORS S/HNL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT INFO STUCCO SMALL BE 9 9 9 9 9 )f 9 ! I 9 9 9 9 a D 9 9 ➢ D PERNITTED. 1/4'W-20 SS.W04K SCREW USED SW L BE 1 1/2-LONG MINIMUM SHOULD STUCCO EAST,AND I-Ma IM FOR"AS WITH NO STUCCO. J•-O' _ _. _ _ _ OR t _ _ _ _ _ A3)INCASE THAT PRECISE STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUNDON THE DUSTING WALL OR FLOOR,ANCHORS SHWL 8E LONG 9 D ! D !_ D 9 B 9 9 9 9 9 9 D D 9 9 9 9 9 9 0 9 9 9 ! 9 9 9 ° 9 B 9 p 9 ➢ 9 : 9 9 9 9 9 9 9 9 _0_ a- 9 y 9 y.. y Y_. ENOUGH TO TEACH THE NAN STRUCTURE BE14ND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INOMATED ON NOTES Al)t A2)ABOVE.FOR INSTALLATIONS ON V4M. SIDING WITH OR WTH"METAL.STUDS OR E1F5 WITH WOOD STUDS CONSULT THIS ENGINEER.FOR INSTALLATIONS BTa EIFS WITH METAL STUDS SEE SHEET 10. 9 9 9 9�9 9 _9 D ! 9 9 9 9 . 9 9 9 9 1 9 9 8 1) 9 9 9 9 p 4•-0. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ `._. _ - (8) TD EXISTING ASTM C-90 CONCRETE SUCCI(WILL a 9 9 s 9 I a a e a ! 9 9 9 9 9 9 a s 9 9 9 9 9 9 9 9 9 -1/4Y TAPCON OR TAPOCN Wes/ADVANCED TIiEADFORL TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.8U(DE%. _ -- -1 4'W.3/4'ALL POINTS D-SET ANCHORS AS DISTF48TED BY ALL POINTS SCREW,BOLT k SPEGALTY COMPANY 9 D D a 9 D I a ! D 9 9 9 9 8 a 9 9 9 9 9 9 9 9 D 9 _1/4'I BLUE TAP CONQETE ANCHORS WITH CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. D 8 D 9 a D 9 7A a 8 L 9 9 9 18 ! 9 9 9 D 9 9a99 a 'D D 9 _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWA.T,INC.,AND MT IBUIED BY Al POINTS SCREW,BOLT R SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED d• . _.._ _ _ _ _ _ _ _ _ _ _ _ _-�_ ._ _ _ - _ _ -.fi...- OR AUTHORIZED MElOOF REGISTERED W/THE AAERICAN SHINIER SYSTEMS ASSOCIATION.INC. 8` 8 d.d 63 Al. _a I s 9 9 ! ➢ 1 9 9 Y 9 9- ° 9 9 'a 7 3.3 9 9 9 9 r D 9 D 9 9 9 9 9 9 9 9 mod)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON ANCHOR IS 1 1/4'AND 1'FOR TAPCON W/AOVANcED TH4E/DFORY TEaNOLm ANCHOR,AND 1 I/4"FOR p 9 9 9 f_ 83 _5 8 'i 9011 9 9 9 ! 9 9 __ 9 9 9 9 9 - TAPPER+AND BLUE TAP WITH CAP ANCHORS. _ _ _ _ _ - - _ _ _ _ - - _ _ _ _ - 9 9 9 9 H&5 43 4 , J 9 9 9 9 9 9 9 - 9 9 9 9 9 9 9 9 - 82)MINIMUM OABEGNENE Oi 1/4Y•3/4'A11 POW7S SOLID-SET ANCORS SAL BE ENIIRFIY EMBEDDED INTO THE CONCRETE BLOCK.NO EMBEDMENT INTO STUCCO 9 9 9 9 9 73 5.3'4.5 - 9 99 9 9 9 9 - 9 9 9 9 9 9 9 9 - SHALL BE PERIWITTED.1/4',-20 S.S.9"NE SCREW USED SHALL BE 1 1/2'LONG MAIM SHOULD STUCCO EAST,AND 1'MNIMLM FOR WALLS WITH No SRI= 9 9 9 9 a e 4.3 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9 19 - 9.})N CASC THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ART VOIDER BE FOUND ON THE EASING WALL OR FLOOR,ANCHORS SNIT BE LONG 7'-0' _ _ _ _ _ _ _ _1_ _ _ _ _ !_ -. _ _ _ _ ENOUGH TO REACH THE MAN STRUCTURE MIND SAID WALL FINISHES.ANCHORAGE SLAT BE AS INDICATED ON Non 8.1 h B. ABOVE-FOR INSEALLATONS ON VINYL 9 9 9 6.3 f3 ld d.e - 9 9 9 9 9 9 9 9 9 9 9 ➢ W! D }- SIDING WRH OR WRHOUT METAL STUDS OR EIFS WITH MOOD STUDS CONSULT THIS ENGINEER.FOR INSTALLATIONS INTO EIFS WTIH METAL STUDS SEE SHEET 10. 9 ! 9 9 9 7 ad f - - 9 8 9 9 W 9 9 - 9 9 9 9 9"r9 9 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS of THE ANCHOR'S MANUEACTURER. 9 9 D ' 9 9 9 9 D f 9 9 9 9 _ - - - - - - - rt - - - - - - - - - (D) SEE SCHEDJLE BE OW FOR EDGE!%STANCE(Fo.)vETtSUs SPACING REU ML P FOR ANCHOR$4.5 Ss - - - - 8 9 9 1 D D - - - 9 9 9 9 9 i9 7.d f _ _ - T-y y *"y-"y- _ _ _ f� f 9 9 9 9 - - - MNAYUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E,D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING BY MULTIPLYING _! 9 9 - - D 9 9 _9 i 9 a - - - - SPACM SHOWN ON SCHEDULE BY THE FOU.CMING FACTORS.REDUCED SPACING OBTAINED USING FACTOR 9NAL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TTIPE -_J_ _s_' - - - - FACTOR ! 9 ad s:a 4 _ - -' 9 a p a a - - - a 9 9 o a - - - UPPER + 9 5 4 - _ D 9 D a - - - ! D D - - _ _ _a- TAPCON ALL POINTS SOU SET BLAZE TAP WITH GIP - _._MIN. j _-_..- _ .�. - _ _ _ __ _ _ D _ _ _ ��E MIN SPACING 3' TM MIN. SPACING 3 L MIN SPACING- 3 1/2' MIN. SPACING-Y 3 3/4- J' _ - - - - -ED-WO SPACING • 9 7 4.5 i _ _ _ _ D D p 9 9 - - - - 9 D D f D - - - - CONCRETE BLOCK ODINCETE CONCRETE BLOCK _P CONCRETE BLOCK t CONCRETE BLACK k PC � �E BLOCK D 9 8 4.3 J.5 _ _ _ _ 9 9 9 9 9 _ _ _ p 9 9 D UK ED,•YMIN E0.•3 1/Y I,WN.ED•2 1/2' MN.E D.•3 1 EI.E.D.• Y 1!1�•31/1 MK E0..2 1/Y - - - - I, - - - - I'- - - - - - - - - - 3' 1.0 0.90 1.0 0.78 1.0 OA4 1.0 9 a 3.5 -_. . 19 9 D '-H- t D 0 9 !_ D - - - - 2 1 - 0.81 ....to _ - _...- am 1.0.- - • ! d.3 4 D 9 9 D f 9 - - - - f __ - ._-.. 0.71 - _ _.__..._ i - -- eA = f 8 9 9 _ _ __1.�. .-_._9 I D 9 9 ! - ; -_ - - - 1 4- _ - .0A1-- - _ __..0.43 9 4d J - - - Y...i 9 9 9 =_ = j 9 9 9 9 9 7.3 4.d - D{ e 9 9 - - 9 9 9 9 - - - -9 7__- - - - - - _ 9 9 - _ _ _ 1 HV BLADE #3 OR ':'11 HV BLADE #3 W/ • e 0' _ - - B _ _ _ _ A HV WINDOW BLADE WORKING IN UNISONS a e D s FLORIDA BUILDING CODE (Mon High Velocity Hurricane tone) TAim a 2020 TLTECO. INC. m 2020 EASTERN METAL SUPPLY,INC. , -- BERTHA HNTM - No.441 7 = I L E e o �N�. Accordion Shutter System H.V. BLADE,S W/0R W/D R.V.1MN M HAE *: * Amarfcon Shutter Systems REV.ftl oESGRPnoN DATEDRAWN BY:N.P z TILUT TESTING & ENGINEERING COMPANY s-o=, STATE F Asaoclatton, Inc. , AD n-108 wTE:7/2/2020 SM N.W.3BM.$1.S .3f15,VIRGNIA GARDENS.F wo,]Jt6 F(ORt �' Phwe:(305)8Ti-1530.Fox (305)871-153I 4268 Westroods Drive 2 No •-mou-9.Eom West Palm Beach, FL 33407 3CA- DRAWING 65 \�V �•••••• v�v� WALTER A TILLR Jr.P.E. a,A� ONA 4 nvANaHNM I.E. SEAL/SIGNATURE/DATE FLORIDA cc.1441e7 e STREET 4 0 or Is r �\ V BLADE E 3 W WINDOW BLADE WORKING IN UNISON• •SEE UWATI� 9waN« SEE ANCHOR USE FOR BLADE °�0°1 �"� �" 0II' SPECIFlCATIONS ON SHEET 1e. Au va s saxi sn MAXIMUM ANCHOR • SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. A.S.D. DESIGN iURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS ON SHEET 6 f rApvoe":-1 (SEE MOUNTINGS 1 THRU 8, SEE SHEETS 9 8: 10) OONCREIE BLOCK -_ POURED..COMCRETE 1 gt WALL MWNTRKK h WALL l-J&ta.WALL MOUNTING WALL SILL MOUNTING FLOOR MOUNTING COUNG MOUNTING �FLOOR MOUNTING ;1 W/®�® W/ W/�+® W/®+® w"e; W W/®+® AID.DEEM IFLaM L= Jo 40 q/ __.. _. ASA DENN 9aMfK tee 64 - "A 9ENN WOK Mw W Aa oO71 RGM ww(M ASO BFF2M IMWK-LM(pA "A OEM M F Lw W ASA-Dow_ 9eaw um Uw) 00 BBO It..o _.J _4so I0 o eo !0110 30 4Taa0 o eo Y0 11f070 0 1 ! ! f f f a H-119, 9 ! Da f f f ! D 9 9 9 9 DI 1 D .__ _ - _ 9f f f -_ 9 9 . 9 9IL 9 - af D 1 9 9 9 9 ;! aI ! f 9 9 9 9 9 9 9f !_ _D ! I 9 9 9 9 9 • ! D _! 9 9 D 9 9 a 9 9 9 9 9 OR -- _ ._ _ _ i _DD f 9 a T 9 '� 9 9 9 ' ! 9 s D 9 8 9 � 9 , 0 9 9 ' 9 0 9 0 f f a 9 9 9 � 9 9 f 9 D a ) 9 19 � 9 9 9 9 9 9 9 9 �a 9 9 f 9 9 f a D 0s a,__ 9 Y_._!_ a !_ 9 5 9 ! 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Y 9_ Y Y - - f 9 a.5 7 a _ 9 8.5 7 3d 3 a - - - s - - - - - - - ! s a - - - - a des - - - a a ! a - - - 9 9 7 - - 9 as 7 - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - _ 7 as - - 9 %a i ea = = i o .o o. - - - 9 9_ae as = _ _ - e a" 4 - a a. _ f 9' 7a as a "e iz 5 - - - - 4 - - - - 4 - - - - - 5 - - - - - 9 0.d - _ - - - 9 f - - - - f s - - - 13'-0' - _ - - - - - - - - - - - - - _ 9 9 - - - - - - - - - - - - a 1 - - - 43 - - - - - f d - - - - - - a a - - - s Y - - - - - 9_ a - - 9 5 S a As - '8 aD - -� 9 9 8 G 8 1 7 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. 3P'VCEN ..;p ..._ BERTHA H TM No.441 = IL E C O Accordion Shutter System A.S.S.A. * _ .. H.V. S AnE 03 W 0R W/b KV.VWNDO I BADE * _ TILLIT TESTING 3 ENGINEERING COMPANY American Shutter Systems oElcwrnoll DATE DRAWN ar:M.p STATE ! 2� e»s rvw mn.SL,51e w5.xaCHu cu ocns.avwin J].s Association, Inc. I OLD 17-100 /2 DATE 7/2/2020 ?�0•, F �� �� none (305)e71-153D.Fo. (3c5)e7+_1531 4268 Weatroada Drive 2 DRAWING No �ORI ` e-malr nneooeem om West Palm Beach, FL 33407CA- a '20-1 6.5 IA1 SEAL/SIGNATURE/DATE wFL°DA L�I1ta167r 5 SHEET MAXIMUM ANCHOR'+ SPACING (in) SCHEDULE FOR A GNEN MAX SHUTTER SPAN. A.S.D. DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 14 a 15). Z:-� L.J EE3 F=R E SOUTHERN PINE No. 2 W/ MIN, G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2'MIN. CDX DOUGLAS FIR W/ MIN. G-0.50 W/ MIN. G-0.43 W/ MIN. G-0.36 PLYWOOD WAN() CEILING MOUNT 3W CEILING MOUNT 3W CEILING MOUNT 3W WALL WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS 1W, 4W, 7W, 9W & IOW FLOOR MOUNTINGS 1W, 4W, 7W, 9W & TOW FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 10W FLOOR MOUNTINGS MOUNTING 6W & 8W 6W & 8W 6W & 8W 5W ASD.0ESC1I 1I�IOID(P4 AS DESIGN eC01TIIIE UtW 1A4 AS➢.OESIO+e6elAAtc IntD(p.0 AiD.9ESIGN I1EGTiVE ILAD(MI As.O.ocs:aE IWRIVE EOAO(oa) ASD.0Evo1 NEr.UAE TOAD 9t) U&iimI0ffMb4 i 30 40 50 Bo 70 60 90 00 t 10 30 40 50 80 70 60 90 00 10 30 40 50 60 70 60 9(1 f 00 10 30 40 50 60'70 180 90 00 1 t 0 30 40 50160 70 s0 90 00 110 30 40 50 60'70 80 90 00 10 30 40 50 62 -0"OR 9 9 9 9 9 9 9 9 9 9 $1 - 9 6 7 6.5 6 9 9 9 9 9 8 9 9 9 9 9 9 9 s 7 8 S.5 5 9 9 9 9 9 9 9 9 9 9 9 7.5 6.S SS S 4.5 4 9 9 9 9 4--p^ 9 9 9 9 9 9 9 9 8 9 7 6 SS S 5 9 9 9 9 9 9 9 9 9 1I 9 6.5 7 6 5 4b 4 .5 9 9 9 9 9 9 8 3.5 4 9 .S 7 S.S S 4 3.3 3.5 S 9 9 919 g•_p• _ 9 9 9 9 _6 4.5 9 S S.S 4 4 J.S 9 9 9 9 9 6 9 6 6 9 S 6.S S.S 4.5 4 .5 3 3 9 9 9 9 1 9_ S 4 3 A 9 7 S.5 4.S48'-0" 9 9 9 9 9 6 5 4 .5 9 A 4.5 4 3.5 3 J 9 9 9 8 6.S .5 9 6 - 9 7 5. 4.5 4 J.S 3 .S - 9 9 9 B I4.S 3 23 - - .5 .5 4.53.5 S 8 2.5 2 - 9 9 9 4.3 7•_p^_ - 9 .5 4 3.5 - - - 9 9 9 9 4.5 S.S - - - 8 E 4. 4 SA 3 - - - 9 9 9 4 5 1 3 5 - - - .5 5 4 3 2A 2.S - - - 9 8 -- 2.5 _ 6-0'_ 9 6.S 4.S 5 - - - 6 2.5 3 - - - 9 9 8 6 3.S .5 - - - 7 5 4 3.S 3 2 - - - 9 8 !_5.5:3 2.5 - - - - .5 4 3.5 2.3 2 2 - - 9 9 - 2'-p'-6 93.S - - - 2.S - - - - 9 6 S. 3 2.5 - - - - 4 3 2.S 2.S9 S.5 3 2.S - - - - - .S 3S 2.5 2 2 - - - - 9 5 2...�-__ - - _. - - - - - - - - 10'-0_,. 9 96 4 - - - S - - - - 9 6 4 2.5 - _ - - - .5 4 3 2.5 - - - - - 9 5.S 3 - - 4.5 3.5 2.5 211_-0� 9 9 4.S 3 - - - - 6 A - - - 9 6 3.S _ - _ _ _ 5 S 3 2 - - - - - 9 4 2.5 - - _ - _ 4 3 2tZ'-0' 9 9 3.3 - - - - - - S - 913'-0' 9 5.5 3.5 - S - - _ - NOTES ON AKHORS REQUIREMENTS' WOOD SUBSTRATES, I.ANCHORS TO WALL,FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLOWS: -1/4"e TAPCON OR TAPCON W/ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS -_ INDICATED ATMANUFACTURED C I.T.W.SECBL ON HE MINIMUM&PENETRATION OF THREADED AREA AS O H V BLADE 3 0 R . 1 H V BLADE #3 W/ INDICATED AT EACH SECTION ON SHEETS t4 k 15. EXCEPTION:SEE NOTE 2 BELOW. 2.ANCHORS CONSIST TO HOOF L GEI CR SHALLSAS BE A5 PER 18 SP CI TYPE S. SHEET 14 AND ® H V WIND 0 W BLADE #3 W 0 R K I N G I N U.N I S 0.N + SHALL ATESHA OF LAG SCREWS T AS PER WIN 2018 SPECIFICATIONS. 3.SUBSTRATE SNNl CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/G-0.53 IN.D.S) -DOUGLAS FIR W/G-0.50(N.O.S.) SEE LIMITATIONS OF USE FOR .D-SPRUCE PINE FIR NORTH W/G-0.43(Ns,) BLADE ON SHEET 18. -SPRUCE PINE RR SOUTH W/G-0.36(ND.S.) -MIN. 1/2•COX PLYWOOD(7986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS PER Has 2015 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 111111111 1 IIIIIIIAA ' 02020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVm P` EF A S S A. Accordion Shutter System L E C O i M c. H,V, BUDE W CR W/O H.V.WNIM BLADE NO.4 6 American Shutter Systems e[v.Ne DESCRRIWN DATE auwN B+:MP s*� TILLIT TESTING & ENGINEERING COMPANY AS53•tw.JeM.St.,A..JO6,vIRC+NA GWGENS.RORICA]]tE Assaclatlon, Inc. 1 OLD n-toe DATE 7/2/2020 _' $7A OF �~' Ph- :(305)871-1530.Fm:(305)871-1531 4268 Westroads Drive s DRAWING No ( Q•7 •7�Z0 .-r„ua:u8.�oeod.�om West Palm Beach, FL 33407 3 "Q fto O CA-WB719 20-165 �F•("• WALTER A TILIIT Jr.P.E. A�iq na�O•N 1. A FLOMDA U, /u167 6 SHEET AI `�3EAL/SIGNATURE/DATE 6 a or Is RED CRE POURED CONCRETE ORUCONC�E BOCK _ CONCRETE ANCHORS OR CONCRETE BLOCK WALL REQUIRED - (SEE SCHEDULE ON SHEETS 6 h 7) WALL REQUIRED . EXISTING CONCRETE ANCHORS ', 1 4Y--20x3 4'S.S. BOLTS W/ GLASS -I I (SEE SCHEDULE ON SHEETS 6 k 7) - nUT d<WASHER O 9"O.C. WH.SEPARAaON ro •- t- MASS(SEE SCHWJLE--- O ON SHEET 5)or 1 I V. ( ( WN.SEPARATION To j_' W1.9EnMutpN i0 W/V ( --C1AS5(SEE SCNEDuIES._..-. ( ' 2-fin'^--`.,.._. NYLON COVER I- (5kE smiiix Fs aN SNEE1 51 I ( ON SHEET 5) Ql OR ®• O,1/4'a3/4'F-X. S.D.S. TOW EXISi1NG� I I E7(GIS�O I 1 ! I,'' - BUILDE2!TEK SCREW O 9 O.C. GLws I POURED CONCRETE CONCRETE ANCHORS ' , , 1 WALL OR ONCRETE REQU RED BLOCK_ L 1. (SEE SCHEDULE ON SHEDS 6 @ 7) 01 WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION G WALL MOUNTING INSTALLATION 7 , I• EJOSTING I L.T T EXISTING GLASS MW.R,uAAMMI ro GtASS I ( EIIN.SEPMAT*N TO ' MIN.SEPARATION TO I i GLASS SEE xnCOlµEi-... —(SEE SR+EWtts ON SHRT 5) .._ ( —GLA55(SEE xHEDULES ( I ( O ( —(DON —O ON ®. ON SHEET 5) ( ON SIRET 5) i I ( I EXISTING w -J -- — -- �V : III ' ) :• ,. S L• •` L 1/2" - 'O or O o/® j 1SLAB IF LLK;L OF Ivr 1'WN.--�\JJ PPPUCABLE - 1�,-gyp SLAB IF EQ Y-20c3/4"S.S.BOLTS w/ POURED--/' •. _ . • -r NUT h WASHER a 9'O.C. CONCRETE CONCRETE ANCHORS • REQUIRED . (SEE SCHEDULE ON SHEETS 6 k 7) POURED CONCRETE �- _..._.-.....E.0.• -- - E. D.• POURED CONCRETE CONCRETE ANCHORS OR CONCRETE BLOCK WA CONCRETE BLOCK SEE SCHEDULE ON SHEETS 6 k 7 WALL REQUIRED ( ) CONCRETE ANCHORS WALL REQUIRED (SEE SCHEDULE ON SHED 7) 21 WALL MOUNTING INSTALLATION 4) WALL MOUNTING INSTALLATION © FLOOR MOUNTING INSTALLATION HQM-fQ$COMBLNRTIQTi_9F.5[0jQt*: 4 E.D. - EDGE DISTANCE i-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY (SEE NOTES a SCHEDULE ON SHEET 7) INSTALLATION DETAILS 2-MOUNTING SECTIONS CAN BE COMBINED SEE Lkl ATIONS OF USE FOR IN ANY WAY TO SUIT ANY INSTALLATION. BLADE g DN SHEET IS. SCALE 3/8"-1•• FLORIDA BUILDING CODE (Non High Velocity Hurricane tone) \\�.••.,,,,,• ��'N�4� 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, WC.' i No.441 TE C O «�. A.S.S.Q. Accordion Shutter System * * _ American Shutter Systems a�M� DEscRoof W DATE DR WWW AWN BY: STATE TILLIT TESTING dT ENGINEERING COMPANY M5 N.w,3Mh.St.S.,305.Mwcw.GAPOFN%ngAnT 331 Association, Inc. , OLD 17-Lae OATS 7/1/2020 FGOR 1 �� Ph—:(305)871-1530 F.A :(305)871-1531 4268 Westroads Drive 2 DRAWING No r1 `� 0:tipa *a,I,co West Palm Beach, FL 33407 s �1.1 8 ` \\\ CA-0006719 /� 4/jri„O101 N AE 11LE`\\ FLORIDA LTIi.LU HIE E 8 20-165 P.E. SEAL/SIGNATURE/DATE e YOF 1d CONCRETE POURED CONCRETE - ANCHORSONED �(SEE SCHEDULE ON SHEET 7) REQUAt „- EDGE OF CONCRETE ANCHORS(EXCEPT SLAB IF ALL POINTS SOLID SET)O 6- A' 0,a _ APPLICABLE __ _- O.C. (SEE NOTE tON SHEET S POURED CONCRETE OR FOR LIMITATIONS) 49 EA_ CONCRETE BLOCK t 1/4'0-2Ox3/4•S.S. REDURED IAAC14INE SCREWS USING 1/4'-20 NUTS O 12'O.C. EO- rtll� t/4'MAx. Do• EXISTING MIN lGLASS— D.. I ' 2 1/4'MAX. T .•amON J ..__O1 a ®• EXISTING CIASS- i m� ............._..___--M soeo ® COILING MOUNTING INSTALLATION EXISTINGa> GLASS O 1/40 ITW&ALDDI TAPCON W/ADVANCED THREAOFORN I ) -i MAX. TECHNOLOGY OR 1/4'0 POMERS FASTENERS TAPPER+ ANCHORS W/1 3/4'MIN.EMBEDMENT a 6'O.C.FOR O°A ®♦ UP TO 6'-0'SPAN AD 4'O.C.FOR SPAS LARGER z ::l THAN W-0'UP TO 7'-6'MAX.APPLY SE0/ANT ATM'EXISTING EVERY FASTENER HEAD 0YP.)(SEE NOTE tON SHEET 5 ,¢�'�.. LGLASS I f/4'AIA7f. FOR ATIplS) 1/2CONT.SEALANTI a1ox3/4'HEX WASHER HEAD ALTERNATE INTFR101ij #___..' TEX SCREWS O 9'O.C.ANCHOR LOCAT13N J/.1 __ EXTERKKt CONCRETE ANCHORS SS MSh1�J (SEE SCHEOUE ON SHEET 7) .� 17 .•• - NUTS; 1 I Il•• CTURAL SLAB OF _ '• .`�2.00'MIN '.500 WALL TRIM(DECORATIVE EDGE OF .• III ,/2.1 h _.._ EDGE W APPUOIBLE -�N}...._....Ep..,_ _. SLAB IF r.00De'. E-P: SILL) �'�E MIN POURED I• POURED CONCRETE ONCRETE REQUIRED REQUIRED _ E.D.._ ._.._....E 0.• ® FLOOR MOUNTING INSTALLATION 0 O NOTE:THE INSTALLATION SHALL BE REMWABLE (� � �9 KEYSTONE MOUNTING INSTALLATION WHEN PERFORMED ADJACENT TO AN l E.D. �EDGE DISTANCE MAXIMUM A.S.D. OFSIGN OPERABLE EXIT OR ENTRANCE (SEE NOTES R SCHEDULE ON SHEET 7) MAXIMUM SHUTTERSPANPRE®SURE: +84,-72 p4f NOTE FOR COMBINATION OF SECTIONS • SEE MNNS OF USE FOR SLA1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY INSTALLATION DETAILS (CONTINUED. 2-MOUNTING SECTONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SCALE 3/8'-1 u+u FLORIDA BUILDING CODE (Mon High Velocity Hurricane tone) d��{. •• /T�/y 02020 nLTECO.INC, 02020 EASTERN METAL SUPPLY, INC E"S '9 " ._ BERTHA HV` N0.44t 7 ;*= IL E C O A.S.S■A. Accordion Shutter System * r� C�.. H.Y. BADE#3 W OR W/D Hv.W INI M!BADE American Shutter Systems xEY.N. lxscalPrlpN DATE DRAWN BY:M.P z o'•, STATE TILUT TESTING d ENGINEERING COMPANY z 9 S p/r(1p/LO E]S N.W.JNN.QL.Sb.]05.NIOMM GMOENS.FWNM J3I Association. Inc. I aD n-m / DATE:7/2/2222 %O�(.•..• CoRW •''�� '/ -_ _ Ph— (30y!71-15J0.Fax:(303)671-1331 4268 Westroads Drive 2 �ONA ��• ( • m•CA-000671u�•� West Palm Beach, FL 33407 3 O�-RDAWIN'GN5 /)/)IIuuM M,M0 WALTER A TllliT J,P.E. 4 SHEET P.E. FLORIDA L `4767 6 SEAL/SIGNATURE/DATE REWD,MIN 61.1 1/2'. VARIES N35*THICK Min,ASTM REOUIRED DOUBLE A-8W GRADE 40 Win.G-60 METAL STUD GALY'STEEL METAL STUDS AT 16'D.C. o 0 s O.C. DUSTING_f j GLASS Iikv- T REWD 3/4 6 1/4. 37C -37 0.035.THICK Min CONT.QA'V 0 6*O.C. 0 6 D.C. STEEL TRACK CHANNEL.ASTM A-653, AIM. GRADE 40 IAiT G-60 GALVANIZED EXISTING FINISH FASTENED TO STUDS W/(2) AS APPLICABLE 16.1/2-TFK SCREWS ON INTERIOR CABLE EXTERIOR FACE EXCST94 IFINSH TO GLASS AS APPLICABLEMIN SEPARATION EXISTING OLASS-�,____(SE'So"'ONXS) REQ'D MIN I 3/4'x IS 1/4, SIDE CONNECTION 0.035'THICK Min.CONT.Qkv. EXISTING FINISH CHANNEL ASTM A-65Jj AS APPLICABLE TO TRACKS ON STEEL TRACK I SHEET 1.3 (TYP.) AO Min STU_DS6O GALVANIZED I (�j — SEE DETAIL X FOR FASTENED TO W/(2) • 137 7 OR(j)OF 116 'TEK SCREWS ON INTERIOR FACE 1*6,D.C. 0 61 O.C. J,EXTERIOR _4! REQUIRED DOUBLE METAL STUD 1/2 1/4-0 TEAL SCREW REOUIREDOUBLE -1 OR 0OUBLESTUD 8"D. D REQUIRED MIN.6'. 1 1/21 DOW 65;THICK Min.ASTM A- GRADE 40 Min.G-80 0 8' O.C. ExIsTim GLASS EXISTING GLASS GALV. STEEL METAL STUDS AT 15 O.C. i-Min. E 10 B.O.WALL MOUNTING INSTALLATION VAIIIES 1 16*.3'MAX. 3.210--,- ftl (6063-T6)COKT ALUM.CLOSER i X3'MAX. - T6)CONT CL' F�PLATE. (LOCATE AT EM49Q SIDE OF(2) 1/4"o NOMINAL 1/4"O-2OX3"BOLT ALUMINUM SLEEVE #10x1/2" S.M.S. #10xi/2'S.M.S.SWS, 0 16 O.C. 0 Ia*U.C. .2 10 1/4-0-20 THREADS 11/4"0 ELCO CONSTRUCTION PRODUCTS FAB-LOK HD OR T OR END INSTALLATION INTO METAL STUD WALL INSTALLATION DETAILS (CONTINUED) SCALE 3/8"=l" -SCALE 3/8_".­1,.',_. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) lk TTI 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. I'M BERTHA HV Accordion Shutter System No.4416 S T�ILT�EC�0 , A,S,S,A. Kv. OR W/O RV.WNDOW aADE#3 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY,N. DESORPTION I DATE DRAWN BY_M.P STATE OF Association, Inc. OLD 17-105 7/2/2ov DATE:7/2/2020 1w lzz:� 6=N.W.30M St..SA.3W VAGNIA GARDENS.FLORCIA M160 I Pi­Nt (305)871-1530.Fe.:(305)671-1531 2 4268 Westroods Drive -A:UI DRAWING No k, West Palm Beach, FL 33407 3 ONAL. 0-165 WALTER A.TILLTT Jr.J P.E.P 1 114#11111401 FLORIDA Lic.f 44167 3 SHEET P.E. SEAL/SIGNATURE/DATE ICIA OF 13 SEE °MD WALL CONNECTION INSTALLATION WITH MAU ON SHEETS 10A. 13 ! 16 g ' ' ON HV LOCK O OR ®• HV E W •AITER SIRNNATE LOGOS®OR AND 1 OUT I HV CENTERMATES & h D"SHEET EXISTING CLASS SCALE 3 8"=1" I IN • B��ON� F� SEE END WALL j E CONNECTION DMILS ON SHEETS 1 10A. 13 k 1 B --L---------- --- ----- -(e)OROOR(6 7 ORCH) I ION OR®OR®+O OR(1).O TO s t/2' MIN. LASS 9 MIN.SEPARATION MIN.SEPARATION (SEE SCHEDULES //��MIN.SEPARATION w/INSIDE LOGE UL w/oUfsIDE LOCK 70 ON SHEEP 5) 0OR� TO GLASS OR UK ®+® GLASS (SEE SCHEDULE CLASS(SEE SCMEWIE: (SEE SCHEDULES ON SHEET 5) oN SHEEP 5 I N INTERIOR ON SHEET 5) � < ------------------ SEE END WALL COHBECTION- - J -- - (NAILS ON SHEETS 10, 13oR® ,oR® j- 9 �OR..1 OR� ` 14 OR OR ' OUT (EXTERIOR)SECTION AT END 1� SECTION AT OPPOSING I � ® 11 r 1 (DIRECT MOUNT) CENTERMATES Wj LOCK �16; OR '1,Te s£E o�D WALL 1 1 CENTERMATES W/ LOCK OR SECTION AT SYMMETRICAL�T W/(2)1/4-0 TAPCO14 ANCHCII� __n'2 iORO0R a1-O pR( _ CONNECTM DETAILS ON SN ElS ra coNcaETE(roP/eorroM) ..� 8 r------- , --------�-------fa)ItD.t/2's.Ms 10 T I O O O �O AT EACH ANGLE.(* I +T 0>r5/6 s M S O 12 OR 4 OR 8 + 5 OR 2 5 --- MIN.SEPARATION MIN.SEPARATION i O.C.FULL IENGHT. WN.SEPARATION MIN SEFWTA7ION TO GLASS TO GLA55 <v TO GLASS W/INSIDE TO GLASS W/OUTSIDE ���W/ ONLY FOR SECTION 10 ON SHEET L ON SHEEP s) ,_-�).. IN OR®OR®+® LOCK(SEE SCHEDULES LOOK(SEE 9OEDLtfS .{Cj��Jlp) (SEE SCHEDULES (SEE SCHEDULES _ i p1 SHEET S) ON SHEET 6) (BOTTOM) _------------- 1 KI ._ - OR 6 t/2• 15 1 A Y M RiCAL ---- (T�.) - 3 SECTION AT OPPOSING © SECTION AT CORNER POST r- , CENTERMATES Wj LOCK 1•5�' OUT CENTERMATES Wj LOCK 1 ez9zo TluEco �---•—=� FLORIDA BUILDING CODE (Non High SUPPLY,Nu i Hurricane Zone) 1�11 BERTHA HYTM -- '- yam..• ��CEN F'✓9 s __.� A.S.S.A. y No.44 � S / �LTE C O t N C Accordion Shutter System c , hLV. MADE#3 W/OR W/O HV.WINDQNSLAM�_.. TILLIT TESTING_ ENGINEERING COMPANY American Shutter Systems IKV.N. DESCRIPTION DATE r DRAWN BY..MP S-O STATE F i� 6355 N.M.xe.x.SW.305.NNOMM GARDENS,aspen.MINAssociation, Inc. t OLo i7-toe DATE 7/2/zazo '9 Pt—:(305)671-15M.Fax:(305)VI-I531 4268 Westroods Drive s "10R1 P ram` West Palm Beach, FL 33407 5 DRAWING No �k FS' ••..... '� -maCA-0eca06ol.com CA-00067,9 . 20-165 yAAi S�ONA �� WALTER A NLU.Jr.P.E. ._... _.—...___ FLORIDA Ue./HT67 s SHEET AAANANHn"ut P`�. SEAL/SIGNATURE/DATE 6 --"' -- 11 OF 1 S� END INSTALLATION WITH t SEA 9444 ALUMINUM I' SEE NOTES IN HV'r'LOCKS©ON (2024-T3 ALLOY)LARGE FLANGE THIN SHEET I SHEET 4. SHEETS to►. 13 ! 1s 10 HV BLADE W/ NUTSERT, PART/0620.AS MANUFACTURED BY .. ff ff O OR AVDEL CHERRY TEXTORN, PARSIPPENY, NEW HV T LOCK CENTER A ES JERSEY 07054 OR EQUAL O O� I ...-EXISTING GLASS 2 3O R G 7 OR E%STING OEf�LLS O(' to SEE Ego SCALE O O 0 0 SUBSTRATE 1 IN t I._ & CdNECT10N ON OR 4 OR $ + 5 OR + SCALE 3/8"=1" SHEM 10k 13 Ak 16 - , --i------------------------------ -- ------ - -------------- ---- --------- yL;OROOR®+0OR(� �(-- T- --- TSTING GLASS A OO O O+O ._-------.6 1/2'- MIN. SEW/OUT HMI.SEPARATION MIN.SEPARATION I .j 09 . OR 4 OR $ + rj OR 2 rj � TO GLASS W/OUTSIDE 70 cuss W/INSIDE TO GLASS -. MIN.SEPARATION ' LOCK(SEE SCHEDULES LOCK(SEE SCHEDULES (SEE SCHEDULES TO GLASS ON SHEET 5) ON SHEET 5) ON SHEET 5) I (SEE SCHEDULES IN ..--..3 ,/4•..._._--, IN SHEET 5) f —-—-—-—-—-—-—-—— - -----` >.. .t. - ---. - - --- - --- - - -- --- ------•-----•------ '\ i � f). � � � VARIES- (9 (t1 26 26 VARIES r �; 10 20 OUT 14 SECTION AT END OUT 1/4•a-20. 1- —6 112- MAX-SLACK (DIRECT MOUNT) s.S.M.s. w,1,4ti 5/8-RNNUT , 21 ® SECTION AT HV "T" LOCK ® qJ AT SLAIgC DETNL (IF AMC" EXISTING GLASS '*N'SEPARATION To GLASS CENTERMATES Wf LOCK ---- 1/ (SEE SCHEDULE ON SHEET 5) -------- -----._._-._ f2'')OROOR G 7 OR'( '} - ®OR®+O OR^ O -- 6 t/2'.. - MINTGLSSSEPARATION (71�y (SEE SCHEDULE IN - 3 1/4 ___4 5/8 _«+_ SHEET 5) 4 5/8' _ - IN INSTALLATION WITH ----- -- 1� HV BLADE W/ — HD CENTERMATES ---------- - - - - - - — - — - --- - _..- -- ---------- 3 so. ' SCALE 3/8"_1' 23 23 `1 22 '' i 22 OR O.C2 «SEE NOTES ON ND LOCKS®ON SHEET 4. -- OUT •• 25 24 22 r�.25) 24 23 17 SECTION AT END (DIRECT MOUNTS ® STION AT SYMMETRICAL HD LOCK OUT ENTER AT HD LOCK FLORIDA BUILDING CODE (Non H;qh Velocity Hurricane Zone) ///i' 02020 TILTECO.INC. ®2020 EASTERN METAL SUPPLY, INC. \\cEr BERTHA HV"' IL E C O iMc. A,S,S,A� Accordion Shutter System No.44167 �c Kv. BLADE#3 W/OR w/0 Kv. WINDOW BLADE#i TILLIT TESTING R ENGINEERING COMPANY American $huthf Systems Ky.N. DEW"TKIN DATE DRA"BY:MP = Association, Inc. I nD 17-Los DATE:7-o'•, STAR OF .�,�. aJSs M.W.JBM.A.f10.Job.HR4WAA GNOFNJ.FLDRRU JJ1 /2/2020 9 Ph—:(305)671-1530 Fu . (305)071-1531 4268 Westro0ds Drive 2 %�,o'•.• OR DP,. rmaT:fift o.l.com West Palm Beach. FL 33407 3 DRAWING No tc .o CA-OW6719 ON. �� WALTER A TILLR Jr.P.E 4 ZO—�6S y'//SS�HNH 1f�!����S�EAL/SIGNATURE/DATE FLORIDA u`'f"167 SHEET 6 12 OF 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL . ._ RETE _POURED CONCRETE SCALE 3/8.,-i„ ...OR CONCRETE C OR CONCRETE _ POURED CONCRETE -" BLOCK WALL REQUIRED BLOCK WALL REQUITED POURED CONCRETE OR OR CONCRETE 1. CONCRETE BLOCK WALL L _ - 'p BLOCK WALL REQUIRED -` 4• . 1 _EOSTINO GLASS ,• 1/4 oCONCREfCE RED Y MR EXISTING GLASS ± '!•: /JICFIOR 1 ____. .- .. '• 2 •MIN EXISTING GLASS i .lie- 1�•y' \ /- RE-- GLASS 1/16 x3•MAX-.- (LOCATE AT •- (6063-T6)CONT. ♦USE i'OR 2'MAX. \ / ERM SIDE ALUM. CLOSER . 1� �L � PLATE. (LOCATE AT \�,- \ AL INUM ABLE)ANGLE 9'x0-2" 1 ------------__....._-� �2, .. ---'-'_ �—'---'—'—'---. . ;T- EITHER SK>E OF©) -� ALUMINUM CUP ANGLE ---t._. (, I W6/OW-T/1 ALLOY)AT TS.M.S T t l/0X1/z'SM.S, -------- - 110x1/z s.Ms — - — —— 0 1 9 o Is*O.C. I ' h (2)1/4-.ANCHORS TO WALL — O 16.O.C. / _ 1 AT 1"O.C. LOCATE AT EITHER / ll SEE DETAIL X FOR.` / ���® (9 r-:1 SIDE OFOB ( - \ A OR SIDE CONNECTION �--• �/`- / SEE DETAIL X FOR TO TRACKS ��0' SEE DETAIL X FORJ / "-•�OR®..' SIDE CONNECTION ; OOROOR�OOR 8 , j 'i OR ® SIDE CONNECTION C TO TRACKS ���O n (4.(g OOROOR©+OOR® O (O �./ ]OOR OR®OR®+OOR�:/�OOR(4OR OR®OR®+OOR(Z+C5)OR®OR®+® OR®OR®+O OR(Z+O OR®OR®+® ® END CONNECTION DETAIL END CONNECTION DETAIL 2�END CONNECTION DETAIL 3)END CONNECTION DETAIL •REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• :"•• ` , ,.--EXISTING GLASS _ } POURED CONCRETE OR CONCRETE RED BLOCK WALLEXISTING GLASS a• _.. iJl'• / - Y - -—-—-—-— -- �:JORO3 OR®OR .1SOM 01 1 OT.CKORQ 1/4•e E01 (6 1 2"►6N. • ANCHOR a 16'OL --- -.--_ 1 ; = � 11 ©OR®OR® (2)k' (21 1 MIN rOROoR®oRPLAN I WOR ©OR®OR® DETAILX - POURED CONCRETE OR CONCRETE BLOCK WALL OOROOR 6 ] OR®__ --_- ------- SEE UT OF USE FOR OR REQUIRED _ ®OR ORO+OOR OR BLADE ON SHEET 1B. ®+O ® V"® O END CONNECTION DETAIL © END CONNECTION DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone I T 02020 TILTECO•INC. (02020 EASTERN METAL SUPPLY, INC. EN BERTHA HV m _ A S S A Accordion Shutter System No.441 7 ���- E C t N c. Itv. gAOE w/OR w/o H v.IMNoaa BLADE American Shutter Systems pLv.w Dacelmom DATE DRAWN By.UP *L * TIWT TESTING 3 ENGINEERING COMPANY Association, Inc. 1 oln 1T-1ae GATE:T z z O'•, STATE F 6M N...x -M..SW.305.AWM GARDENS,/L01.01 vie //2020 /I' P• PhoA•'(305)671-1530.Fax:(305)671-1531 4268 Westroods Drive 2 DRAWING No �$90� •, tORI •-m•I:In.�w�1.0,N West Palm .. Beach, FL 33407 s 007,a A. 20 —165WATE TLT JrPE •'A NA,AAT1NOnnuAu PtSEAL/SIGNATURE/DATE FLORIDA Uc.0 ee167 5 SHFET 6 13I "Y.L FLASH 2'MIN._.. 1/4'0 TAPCON OR TAPCON W/ -- _ -__ EDGE 4'x8"(Min)EXISTING /+ """""- _ W000 BEAM REQUIRED.-..ADVANCED 7H i... PEE TECHNOLOGY _ ." ..- (IF APPLICABLE) W/ 1 1/2'Min. PENETRATION OF F- OOFF'E STING WOOD RUCTURAL ADEQUACY THREADED AREA TO EXISTING W000 E G ...- Ep - r Ej----- -- --- ---- - .-OUSTING WOOD BEA/A TO BE CERTIFIED .. / 1 / HEADER.(SEE SCHEDULE ON SHEET 8) - --- TRUSSES OR RAFTER O 24' BY REGISTERED i 1 1/2' D.C. ENGINEER OR REQUIRED ARCHITECT PRIOR TO / + 2 ' _ SHUTTER INSTALLATION .� _ 1/4.0 TAPCON OR TAPCON W/ /^ - - ADVANCED THREAOFORM �. � ®� ® y E%STtNG$OFFTT -EO-fi EO- TECHNOLOGY W/ , t/2'Min. PENETRATION OF THREADED AREA 7�1 MIN. I I i I 1/4'll x 3/4' 3/4`Mox.THK. '� TO EXISTING WOOD BEAM. (SEE i I )1/4' I�p BUILD _ .._ L 1'zd'xt/8'CONT.AI UM. TUBE SCHEDULE ON SHEET 8) MAX TEK SCREW _ ._.�. (6D63-T6 ALLOY)W/(3)5/16.0 LAG O 6'O.C. SCREWS TO EACH RAFTER OR TRUSS. r LOCATE LAG SCREWS AT M2-Mi H O`' I OPEN HOLE AT EACH 2 TINGEXIS W000 MEMBER,(2'Min /4' STUD TO ACCEPT I NOMINAL WIDTH) W/2'Min. EXISTING_ r - EXISTING MIN. 2"x4 (. --1 1 i OR 11 Al 5/16'4 LAG SCREW ;' -11/4- PENETRATION OF THREADED AREA VALID ISM$ MAX WOOD HEADER I �.J `1 AT CENTER OF TUBE IMAX. FOR INSTALLATIONS WITH 62P3(MAX- EXISTING REWIRED A.S.D. DESIGN LOAD AND 8'-0'MAX. I j CLASS I 1 i I SPAN-THIS INSTALLATION 15 ONLY VAUD xw.y_yMU,p,1 TO p EXISTI , 1 FOR W000 W/MIN. SPECIFIC GRAVITYI I ��';; (gc scxmlAts ax sKm sO_ r I G. j I ' OF 0.50 AS DOUGLAS FIR OR ' �I OR 'CN I xx xsuinuroia , SOUTHERN PINE No.2, OR EQUAL. I r ax SKEFr 9 , i .{7 )aR fl/i/ x!m 5) i 1V WALL CONNECTION AT TOP 'I - j 1 �J .I (* HOLLOW CEILING MOUNTING INSTALLATION ® SOfFt'[_►IOUNTING INSTALdTION _\ 1 OR MAXIMUM DESIGN PRESSURE: *62 peT '"MAXIMUM SHUTTER SPAN 8 0 I , p YN.SEPIAAnON TO Q.W ' I �� ( 1 I- (SEE SCH[dHEs ON srfFT 6). Mx2".4 CONT. .WOM1Mi11 TO■AS _ EXISTIN4_. I i WOOD PULE 9afa1AE4 ON 9EL7!) i a/W6S(StE> p)Aq r I <1 )OR '\I�)♦ Goss REO'D. \ _.J I I FINISH'I I (SEE NOTE 1 f ON SHEET 5 EXISTING WALL ;IIf i/4' I I FOR LIMITATIONS) I _ FINISH jt I I•,' iMAX. l' _j1 4- ANCHORALTERNAT fi'12P I I .1/4 MAX. �� Z 1 {Max. �� LOCATIOHEX N y EOI z 'J'OR OR ® 1 ,. •, I'i © `.J.. - .._ 'WASHE/R HEAD TEK j 1/2' - _. i'-O 2'x6'MIN. WOOD _ �" SCREWS O 9'o.0 I + _ i' OR OR ® DECK REQUIRED - i, EO 1 4'f TAPCON OR TAPCON W/ NO FINISH ALLOWED r ADVANCED THREAL`FORM TECHNOLOGY i 1/2' 1/4'0 TAPCON OR TIPCON W/ADMACED ( ) - -- TH 1 I/2'Min. PENETRATON OF i � = 71RF1DiDfN TET)f10l.OGY W/1/Y Lin PEME7ROWION --- —T/2'-'�-1 THREADED AREA TO EXISTING WOOD i _.' I OF ISHEET FOR OLIO PLYWOOD.(SEE NOTE 1 f -{� PLATE. (SEE SCHEDULE ON SHEET 8) I l ON SHEET 5 FOR LIMITATIONS) EDGE OF DECK - - -_--' W EDGE OF K IF 2'x4'CONT. SILL ) 1 _. 1/2•MIN. CDX PLYWOOD REO'D. IF APPLICABLE 2' MJ-F ...___ - -✓` APCPLICABIE _ -..� _ PLATE OTT EXISTING MIN. 2'.4'STUDS O 16'O.C. 1/4.0 ,APCON OR TAPCON W/ADVANCED -_`_V _ _ _-�- 4� WALL CONNECTION AT BOTTOM MAX. REO'D, PLYWOOD TO BE ATTACHED THREAOFORM TECHNOLOGY W/1 1/2"Mn. --2 MIN. SE STUDS IN ACCORDANCE WITH PENETRATION Or THREADED AREA INTO WOOD SECTION 2308 OF THE F.B.C.ODECK. (SEE SCHEDULE ON SHEET 8) -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY l51�h WALL CONNECTION AT BOTTOM 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY "' MAXIMUM DESIGN PRESSURE: *62 per sW FLOOR CONNECTION TO SUIT ANY INSTALUTXON. MAXIMUM SHUTTER SPAN 8'-11' .SEE UM(i PZ OF USE FOR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS BLA DE 1A ON SHEET 18. SCALE 3/8"=1. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 11n I 02020 NLTECo,INC. 02020 EASTERN METAL SUPPLY. INC. sy�X.''�CEN _ BERTHA HV'm �L E � A S S a Accordion Shutter System = c No.441 7 c_, ■ ■ • ■ Kv et taE03 W CR W/O Kv wtroCW 11" TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems w CE901111 lal DATE DROWN SY,M.P Association Inc. I OLD 1T-1a DATE 7 STATE tJi�Zp s�s>K..Sun.sL,51..153.vmawu rNmcus. Lomw S,e, I /2/2020 no,:(305)871-1530 Fox:(b05)871-153t 4268 Westroads Drive 2 '4� ,e�((1•n��DRID G��``� .-mCg6l.coOogl<om West Palm Beach, FL 33407 2 DRAWING No WALTER A III LR Jr.P.E. 4 20-1 65 HAApINn111611 pf SEAL/SIGNATURE/DATE FLORIDA Lic./4416i s SH f14 OF 1 —WALL FINISH 1/4-0 TAPCON OR TAPCON W/ L —ADVANCED THREADFORM TECHNOLOGY %1 1_2-Mi� PENETRATION OF AREA TO EXISTING WOOD NN.SEPAPAI"TO HEADER. (SEE SCHEDULE ON SHEET 8) ---awss(SEE SC E� 01�SH 1/4'0-20.3/4'S.S. BOLTS W1 EET 5) \WUT At WASHER 0 9-D.C. I'MIN. EXISTING GLASS 1/4'MI 2. all 2*.6*MIN, WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK EDGE OF WOOD HEADER IF APPLICABLE DECK IF MIN.2*x4m APPLICABLE REQUIRED MIN. 1/4"0 TAPCON OR TAPCON W/ EXISTING MR.SDVJMMM TO AVVN4CED IIHIREADPORM TECHNOLOGY CLASS— 4LAU(VIZ 11011RUL13- ON xww 5) Min PENETRATION OF AREA INTO EXISTING WOOD DECK(SEE SCHEDULE ON SHEET 6) 2'DUN.-_—___.___,,: ® WALL MOUNTING INSTALLATION mam EXISTING EXISTING T GLASS— GLASS-- Fy (D MIN.SO4RATM To MIN.sEPARcToN to -4LASS( SO4EDULES S(SEE SCHEDL S — M WIEE7 5) SHEET 5) __(D WALL WALL FINISH 14 1 1 1 Eor EQ S.& EOJ_ ED 1/4 -20.3/4 BOLTS W/ NUT&WASHER 0 9"O-C, 1/4'0 TAPCON OR TAPCON W/ 2 1/2- J ADVANCED THREWFORM TECHNOLOGY D.C. W/ 1 1/2"Mr.PENETRATION OF 43/4 F.H.S.D.S.0 0 THREADED AREA TO EXISTING WOOD 1/4^*TAPCON OR TAPCON W/ ^1 PLATE. (SEE SCHEDULE ON SHEET 5) ADVANCED THREADFORM TECHNOLOGY W/ 2".4"CONT. SILL 1 1/2-Min. PENETRATION OF THREADED 2'.4"CONT. SILL WALL FINISH PLATE REG'D. AREA TO EXISTING WOOD PLATE. (SEE PLATE REO'D. SCHEDULE ON SHEET 0) IN� WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION 'Air I I-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TO SUIT ANY INSTALLATION. SCALE 3/8"=V' FLORIDA BUILDING CODE (w, V! Hurricane Zone) 02020 TILTECO.INC. 0 2020 EASTERN METAL SUPPLY, INC. 0 HNTM �0" EN84 IS BERTHA HT % Accordion Shutter System No,441 E 7 IL TEc�o ,m c A.S.S.A. KV. BLADE 113 W/CR W/O KV.WNIM BLADE#3 Shutter Systems DATE DRAWN BY:M.P TILUT TESTING & ENGINEERING COMPANY STATE 0 z'p 63"WIN.3W-St,Ste.3M.VIRGINA GARDENS.FL..331 M Association, Inc. I OLD 17-108 V2/2024 DATE.,7/2/2= Phn.:(305)071-1530,F..:(3M)871-1531 4268 Westroads Drive 2 F Atwz[�*' West Palm Beach, FL 3340 3 DRAWfNC No CA-OW571 7 10N*0�AAR WALTER A.TUrT Jr.P,E. 4 20 16 FLORIDA Uc,#"157 5 SHEET E. SEAL/SIGNATURE/DATE, —6 15 OF 18 END INSTALLATION INTO 2"x4" MIN. WOOD STUDS SCALE 3/8'-1' 2'x4'MIN.WOOD 2"x4"MIN. WOOD STUDS REO'0. 2'x4'MIN.WOOD STUDS REO'D. _.2'x4'MIN. WOOD ..,STUDS REO'D.S STUDS REO'D. 1/4-0 TAPCON OR TAPCON W/ 1• = 1/4-0 TAIM TIRFOR TAP OON O TB]NOIDCI'' ADVANCED THREADFORM �` 19CHNOLOGY ANCHOR O 6"O.C. _ I -r .#*a 0 6.OC.W/1 1/Y MN ! \ W/ 1 1/2"MIN,PENETRATION .F POE1w1TM NO MW 0R W/Mh INTO STUDS OR W/MIN. 1/2' - t. 1/r PDEIVJM TO 1/2 C0Coxf"��NG 1/2"WL OmI_ry! / - PENETRATION TO 1/2•COX (STING �T IF5T1'� . GLASS R1TA00. / \. `, PLYWOOD IF NO SPUDS EXIST- EXISTING EGLA4S� I/r MN rmc _Gl/ 1/2"MIN.COX ! / F G i - --. PLIWODO. I •_ PLYWOOD '0` -•G__._..__. 1/16'x3'M4%„_ - OUSE 1•DR 2"MAX. /z'MM COX WALL r j OF ((jTLTOyG�TE AT ---- (6063-T6)CONT. - _ WALL -+` PLYWOOD. FINISH FINISH ( -"'7�SpE� ` ALUM.CLOSER _. ` UUMINUMGC P)ANGLE•x0'_2• ^r (- )'---'-_-------_^ lY - PLATE. (LOCATE ' AT ERHER 510E ��I-/ - (6063-T6 ALLOY) AT MIDHEIGHT J._.- 1 ) _ R O) 1 t (1) /10x1/2'S.M.S. TO�E I --`----'-'- _ ,�_ ) (2)1/4'0 TAPCONS ANCHORS TO ) / 1 OR O 16"O.C. -_--- /10x1/2-S.M.S. - ( WALL AT 1'O.C. (LOCATE AT ® (1�� __ *16 O.C. �� A... .--- --- - EITHER SIDE DF(D /�\ % SEE DETAIL%FOR.: ' {y 1.._; /( �� � '. SEE SIDED CONNECTION L// �.i OR SIDE CONNECTION \✓ TO TRACKS '- OR TO TRACKS .00ROOR(K .O ® A t 2 3 6 7 OR t `OR SEE RETAIL X FOR 9 ®OR®OR®+O OR '1 5 --_-. SIDE CONNECTION OR TO TRACKS OOROOR 6 7 OR®OR® 0 - ®+O END CONNECTION DETAIL 0 END CONNECTION DETAIL OR®OR ORO+OQEND CONNECTION DETAIL 1/4-0 TAPCON OR TAPCON EXISTING GLASS 2•x4"MIN.WOOD W/ADVANCED THREADFORM j STUDS REO.O. ® END CONNECTION DETAIL TECHNOLOGY ANCHORS W L -------- - 1/ GLASS 4Y 7APCON OR TAP(.'ON W/ -.-'---__-_._.--_-�-EXISTING 1 1/2-MIN.PENETRATION.. ADVANCED THREADFORM SEE UMf[A110N5 OF USE FOR 4 REQUIRED ONLY FYNi SPANS GREATER THAN 12'-0' �1Ox1/2-S.M.S.! I(JA O tr O.C. i TECHNOLOGY ANCHORS W/ 1 1/2-.C, 016 O.C. BLADE ON SHEET 18. M64.PENETRATION O 12'O.C; 1/2- I i MIN. ,.•' . I Jll Inflt -�_ "--- - -- _ '[)ORO OR®OR •� ) -� --- - --------- _-- - .. -y --- ! ©ORO Q'MIN __1 O. _.-____ ' MIN. z — ® i OR & (2) 3j i (2� 1 OR WALL a - _...---. __.._.._ � FlP85H ' ' - OOROOR 4 OR _ VIEW Y 4... .., -- _ - -,T- PLAN YE- 2"x4'MIN.WOOD r WALL STUDS REO'D. KNISH \-OOROOR� OpR® -.._.- ®OR® AIL X SO END CONNECTION DETAIL OR®oR®OR®+OORO+O © END CONNECTION DETAIL 11 I Ttiti 02020 TETECO,INC. FLORIDA BUILDING CODE (Non 02 EA STERN METAL Hurricane Zone) .' BERTHA HVIm � �\ 441 Z c— IL EC O �N.. A.S.S.A■ Accordion Shutter System No• A �} N.V. BADE#3 W/OR W H.V.4ANDvYv a" * TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems TI[Y.w DESCnw1KIN DATE DRAIWI BY:M.P * Association. Inc. I 01n 17_1a z A. w7 aw N.w.xa.st.,Sa.ws.WAmaA cr�ovs.nnrtld y11 /a/ DATE:7/2/2020 STATE 0 _ w Ph-.(M)071-1530.Fax:(305)871-1531 4268 Westroads Drive : P'• F •'? DRAWING No '',�0�'•., L0�) V� •-ran" 719 0O" West Palm Beach, FL 33407 a "' 20-165 ""Xi`sS�OPN A 1�� �\ ALTERWQA uc%Jr.P. a SHEET . SEAL/SIGNATURE/DATE I 6 16 OF 18 t I , 0.1875" 12"T CIFJ,RMI E I 0.0625" �0�0625" Eon 1 A I I HV WINDOW BLADE/3 SECTION X—X 0.0625" �/ \I BWE'S -- --310 OPENING I� POLYCARBONATE SOURCES FOR 3� I--E.Q. -E.O. XY FLAT PORTION R1.1.7500" TYPICAL PRaPERT1E5 APP RESUEi- - --_- REFERENCE OF BLADE n ffiY�: - 38 HV WINDOW —1 I" SPECIFIC GRAwry ASTM D792 0.043 Ib/'.i 0.043 lb/in' Et ti 1.3750" TENSILE YIELD STRENGTH ASTM D6M 9,400 P..J 9.500 py ps-i. 02.8750 /ft FLEXURAL STRENGTH AT YIELD ASTM 0790 12.500 p.sl 13,400 P..J. 29' /4 FLEXURAL MODULUS ASTM 0790 340,OD0 p...i. 345,000 D.s.i. _..--- ----- - �� / IMPACT' NOTCHED IZ00 ASTM D258 la FT-Ib/in 17 Fi-Ib/in SMOKE DENSITY ASiIA 02843 47.2 7T 64.5 x MAX RATE OF BURNING ASTM 0635 C-1 CLASS C-I CUSS { _ tD3.0000 SELF IGNITION ASTM D1929 1040'F 980'F 2 7/8 MIN.CLEAR I 4+3.7500" AST.G155 SEPARATION BETWEEN I f 2 1/4'CLEAR t 5 3/4' BLADE OPENINGS I I BETWEEN TABS ON CENTERS TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 P-i. a940 p...;. — - — 0.7500" TENSILE STRESS BEFORE WEATHERING ASTM 636 8461 ps.i. saw p...i. 0— - SCALE:r_ I38 POLYCARBONATE IMPACT RESISTANT BY WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE EXTERIOR ELEVATION 1" = 1" 12"MN.CLEAR04CE TO SILW 10 TYPICAL 1 A) HV WINDOW BLADE #3 AND SCALE: 3/8"=1" ; _ I POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE (Man High Velocity Hurricane Zone) \��A�•` ,•,...�; T'�A�i, 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. L 3Q:''•�,\GEMS ''�'p - c - A■S■S■A■ BERTHA HV"' N0,441 "=l - 1 L E C O �N�. Accordion Shutter System American ttor Syst�ma KV W/OR w/0 Fi NIrOCHV BIAOE. BADE V. rICOF) ShU A".w Deso"mDN DATE DRAWN BY:WP 'z O'• STATE D. � �h TILUT TESTING # ENGINEERING COMPANY 9. '�[,9!' 63M N.N.]MU.St,51..3=YMaMM GNIOM.FLORIDA MINAsaoalOtiOfl, Inc. an n-1oe /2/ DATE:7/2/2020 '�,D�.••,A40Rt0 ��L\ l Phom (305)071-1530.Fm:(3D5)a7t-1531 4268 Westroads Drive 2 DRAWING No 719 "do FSS� ���. •-rtio1�tw-9 CO1n West Palm Beach, FL 33407 3 �,,rT)TONA,L ,\A\A WALTEp A TILLR Jr.P.E. 4 �0�1�JC FLORIDA Uc./4.167 5 SHEET P.E. SEAL/SIGNATURE/DATE 4 17 OF 15 GENERAL UM RATIONS AND CONDITIONS OF USE FOR BERTHA In HV BLADE 3YSTEM WORKING IN -- UNISON WITH 61 BY WINDOW BIAIT #3. ------------- 1. MAX. A-S.O. DESIGN PRESSURE RATING: +62, -62 P.s.f. --_--A----4 2. MAX. SHUTTER SPAN: 10T e'-11'a+62, -62 psf MAX. SHUTTER SPAN: 114"- 9'-6'a +55, -55 psf ` 12. 1 i 2W, ♦ MOUNTINGS: 3 ALLOWED .2, 7 do 8 ON SHEETS 94h 10;AS WELL AS MOUNTINGS MiW)IUM i 8 ONLY CENTERMATES 13 16 (BOTH W/ 16 OR 2)ARE ALLOWED WITH i© ARRANGED IN A SYM E( L LAYOUT. `TYP. EA 1. 0 IC ' y 1 S.(A) lnil HV WINDOW BLADE 3 SVW.L ONLY ALLOW A MAXIMUM OF 5 OPEN NOS (3"0 HOLES) FOR 8 PER BLADE AT SPACINGS SHOWN ON SHEET S$ 17. MAX 5 WINDOyS A10WED AT Nv C. (B)MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF to FTV WINDOW BLADE/3 WINOOW /3 OF ANY 3'0 HOLE FOR®SHALL BE 12*. I' MAXIMUM (C)FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE SHUTTER SPAN HV WINDOW BLADE/3. SEE LIMIT ON kk NOTE 2 Q 13 2 C I BD LADE/3 THROUGHOUT WINDOBLADEMUST BE WIDTH. USEDALTERNATE TO A SOLID 1O HV ' ` E (E) CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLJD IOHV 1 BLADE/3 AT EITHER SIDE OF THEIR. 1 �� (F) POLYCARBONATE HV WINDOW(/4 SHALL BE INSTALLED SO TABS FACE SEE END 1fJ-M.Nfi THE INTERIOR OF THE OPENING BEING PROTECTED.FN WINDOW MUST BE ONNDETAJ TN)N k ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIO D BY ASSA, DETNLS ON SHEET$ 1a I INC. 13 h 16 TYP. FULL ai PLIGHT. I bi UM I 8. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME C-�IL BUILDINGS OONN)SHEET 8,AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES - - --1 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED I CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6 k 7 AS LIMITED BY SPAN (SEE PUN FOR REQUIREMENTS) AND DESIGN LOAD(SEE NOTES 1 k 2 ABOVE). 2 E TYP TOP h BOTTOM W UNLIMITED WIDTH - B. SEE MINIMUM SEPARATN7N TO GLASS ON SHEET 5. ELEVATION O O SYMII£TRICAL_CENTERMATES O3 A(9 W/ 6 OR 7 PLAN 1T TYPICAL HY BLADE #3 WORKING IN UNISON WITH 11I4 HY WINDOW BLADE #3 SHUTTER* N.T S. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02020 TILTECO,INC. C2020 EASTERN METAL SUPPLY, INC. -- BERTHA HV" No.44 67 I L E C O N Q S S A Accordion Shutter System i _::, w ■ ■ ■ H.V. BLADE#3 W/OR W/O H.V.WNDON BLADE 71C: * �.,. -::• American Shutter Systems ?EY,No DESCRIPTION DATE DRAWN BY:MY i-- TILLIT TESTING B ENGINEERING COMPANY t o STATE F _.,_ W.]MR St,SU.NOS, "A G OQ6. OR,W 1 t Association, Inc. I OLD 17-10e /2/202, DATE: 7/2/2020 FC�RI ,P•••�AV.` Pho : (305)071-•530 Fa.:(305)87t-tSJt 4268 Westroods Drive 2 DRAWING No -�C 00IR.06719 Qom 20-165 cn-0006ft West Palm Beach, FL 33407 3 ''AAiAsS�fONLA p�, �AL/SIGNATURE/DATE WTERA nuR 44.6 E. y SHEET FLORIDAFORI Lic.r 44167 c 18 OF 18