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Home My WebLink Aboutproduct approval Nr BCIS Home Log In User Registration Hot Topics Submit Surcharge ; Stats&Facts Publications j Contact Us BCIS Site Map Links Search Via}Product Approval 4 USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail s sW; FL# FL389-R10 ` Application Type Revision 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. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA BLADEI .pdf FL389 R10 COI COI ASSA BLADEI 2.pdf FL389 R10 COI COI ASSA BLADE3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code II S ! 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 -._.—._._......... --- -: 1 FL# i Model, Number or Name I Description 389.1 Bertha HV Accordion Shutter- Blade 'Extruded aluminum interlocking blades retained by tracks(top i 3 (Non-HVHZ) - Drwg 20-165 i and bottom) for storm protection Limits of Use1 Installation Instructions — --- Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports I Other: Large Missile Level "D".Max span is 12'-3"for 40 psf FL389 R10 AE PER ASSA BLADE3.pdf positive ASO load and 13'-0"for 35 psf negative ASD load the i Created by Independent Third Party: Yes i HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 i blade w/o window blade and W-11"for 62 psf, 9'-11"for 55 psf I HV3 blade w/window blade working in unison.Max.span for HV3 1 j blade w/o window blade for installations into Metal Stud walls is i 79"for max.ASD pressure rating of+72,-72 and 84"for j +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 i Installation Instructions Approved for use in HVHZ: No FL389 R10 H DRWING ASSA BLADE1.pdf Approved for use outside HVHZ: Yes i 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 I FL389 R10 AE PER ASSA BLADE1.pdf negative ASD load depending on centermates and locking rod 1 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 i Bertha HV Accordion Shutter- i Extruded aluminum interlocking blades retained by tracks(top j COMBO- (Non-HVHZ)- Drwg 20-163 and bottom) for storm protection ------------ _ Limits of Use Installation Instructions A -- Approved for use in HVHZ: No FL389 R10 II DRW ASSA BLADEI 2.pdf Approved for use outside HVHZ: Yes Verified ey: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes i Design Pressure: N/A j Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for FL389 R10 AE PER ASSA BLADEI 2.p df I Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 j Created by Independent Third Party: Yes and 28 respectively I i As3sk R!r..st Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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 Accepts: M Will RE M Credit Carol Safe GENERAL NOTES: 1• BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(71h EDI110N)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 DIRECTIONALITY FACTOR Kd=0.85, USING ,ISLE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 11 HV BLADES 0) & AA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (A.S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19& 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS GENERAL NOTES SHEET 1 j USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CD-1.-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. 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 SYSTEM COMPONENTS 21-37 SliEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADE O #0214.01-03, #0715.01-03, 91004.01-05, #1214.01-05, #0317.02-06. 00609.01-10 AND #0210.01-11 AS PER TAS-201,TAS-202 AND IAS-203 PROTOCOLS AND ASTM E-1886 AREA -. HV BLADE C1�AND HV WINDOW BLADE (54)AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201. 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ©#0505.01-OB AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0,WIND ZONES 1,2, 3) BASIC PROTECTION ONLY AND¢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�AND HV WINDOW SLADE (9 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 a14x2.75'AND e14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL.SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEM. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR C003-TG ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-7.5 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 S.ALL SCREWS TO BE STAINLESS STEEL 3 OR 316 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 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-•7C7 GALVANIZED STEEL.OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:ITV BLADE OO : 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(' &Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT 05.45e,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY, INC. 9.IT SHALL DE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUNTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CUNTHAC70R TO SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING W CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HO AREA 4: HV WINDOW BLADEn ONLY C ANENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (.)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.U. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA. (c)THIS P.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(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE F.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED rT. FLORIDA BUILDING CODE(NOn High Velocity Hurricane Zone' II III 02020 TILTECO,INC. (02020 EASTERN METAL SUPPLY,INC. L. MADE System C O iN�. RV. AC£#rd!Accordion Shutter . No.44137r': -- -• American Shutter Systems -'---T -"-r •.-=--"-'- > TILLIT TESTING & ENGINEERING COMPANY Y IEVy t4.1 _DESCpIVTION DALE URAWN,8Y: N.P n $ „•,• ,:-� 6355 N.W.36t6.St..Sk.305,NROINU W..3CENS,RURIW 3316( Association, Inc. 1 I DLA I]-107. :/2/2D7 DATE: 7 2/2020 c' STATE C F "� / � Ph-:(305)871-1530.Fax:(305)871.1531 4268 Westroods Drive _...._`....................................._�__M_ _.___ _._........ s :A��' a-mml:Inte�ooem.eam _ -_...___............._. j2( ......._-.. DRAWING No .`, cA-o.a671s West Palm Beach, FL 3340% ..�.'_..; FSA�'`,;�_......�._._..____..___ WALTER A.TILLIT Jr,P.E. __d_J._.__....__.__.........................._..._�.._......_....._._... 64 ! S/DNAL's� EAL/SIGNATURE/DATE FLORIDA Ue.y 4067 ..........................................._...-.,. SHEET A 6 I i OF 20 VARIES . . 1.491' . .n.. ..454' 6Y IT ........... "Is 43 ................................ ............... �(I,Hy SOLID BLADE Oq HV 90'/18 STARTER COVE 3:)EV UNIVE SAL FLOAT R QUALIFIED FOR USE W/ 179 QUALIFIED FOR USE W/ HV BLADEC) HV DIRECT MOUNT HV BLADE(I) jj� HV WINDOW BLADE -r ALLO Y 15 Y AND TEMPER QUALIFIED FOR USE W1 HIV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE(D 6063-T6 ALLOY AND TEMPER 1.500" 3-T6 ALLOY AND TEM ...............3�22_5 1241i w. 085" 4670" ............ 670 2 226' gs4%- L.f�272;( -1 ___ ..... 10/111 ` 2 ................ oo7z y --------------- 0.072' ............... ....... 2- HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W1 HV (8�1j)L—WAV-OVE ............, !�j BLADE R TRACK -(�6D H V ADL-F-L-0-OR TRACK QUALIFIED FOR USE W1 FIV (9)HV TRENCH TRACK 6063--T6 ALLOY AND TEMPER BLADE Cl) 3.750' ...-........... QUALIFIED FOR USE W/ HV QUALIFIED FOR USE %','/ HV HV RAI-N..G U..A.R..0 1 BLADE rl) 6063-T6 ALLOT AND TEMPER BLADE(DONLY. 6063-T6 ALLOY A'kr TEMPER �f VARIES 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 1� 1.93.6 BLADE 7" t VARI�S 6063-T6 ALLOY A f) TEMPER .............. r.�,M ... ... . 083. _' 1 093' _!...08.3 083 :A 100 lPrl�l 'F.' g ....................... i_?Ri ZJ 701 ___Zz Ill 1) HV CEILING HEADER HV HEADER/ ;ILL (C3) QUALIFIED FOR USE W� HV BLADE -HE) CElLftG_HEADER LSjLL QWILilED FOR USE V11.HV BLADE EADER/SILL F_ SEE SECTIONS FOR VALIDITY- 6063-T6 ALLO AND TEMPER QUALIFIED FOR USE W/ HV BLADE"T't >jr&D_WALL H 606i-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY, If QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER BLADE IJI)ONLY. T C.7�1.141-TA Y I CI 7) ago,* 2- 5"MAX. 0.192" 0.192" (16) SIQFANGLES ....................................... ................................ 0 QUALIFIED FOR USE W/ HV AL 17-M.AX.�0.190- 0.190" Q2 CORNER POST INUM ANGLES 2.5 BLADE—I, QUALIFIED FOR USE W/ HV ........ QUALIFIED FOR USE W/ HV ...... ...............— BLADE 606.5-16 ALLOY AND TEMPER BLADE @ ONLY, 2 15'IAAX.'0.139" 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 1 02020 Tli 7ECO,INC. ME TAL SUPPLY. INC. .......... ....... BERT- A a&% Accordion Shutter System Z� �\C ENs /T LTE C 0 1 N r. xSmAm KV. RAX#1 W1 OR W/O KV. WINDOW BLADE No.441(74� Shutter Systems ...................... American t�'V.NJ DESCRIPTION TILLIT TESTING & ENGINEERING COMPANY TD_AT_E,_'DRAWN BY: Association. Inc. �j- i 6355 H.W.36 h,St.,Sta.3US,VRGtNA C�IFNS.FLOMIA 3316t 77r.q�p_ &� i�Y(Tk YT2T2620 STATE Of 26-4� Ph— (305)871-1530.Fax:(305)E71-1531 4268 Westroods Drive z I ..........I....................... West Polin Beach. FL 33407 ..................DRAWING No CA-00067 t 9 0 R I ................. 20-164 ...... WALTER TI Lfr Jr.P.E. /ONAL SO A FLORIDA Lil.#44167 .......... (l%R. SEAL/SIGNATURE/DATESKEET 2 L OF 20 4 /6• .745a 6D 2 29} 1 ! D �...I_ �9.. FLAT HEAD ? THREADED .. 7 DIE CAS yy o 1 Y SS MS y t/a'-20- HOUSING ENAMEL n.I.J 6N<EO PAINTED IHRFAUEO! DIE ING EttutEL Y BAKED PNNIED 062 i g. . , EGRcsS P ✓t i� O'O 1 S l I of .JIB... Ij'...... ............. _ �_ -.7 i...... ��£L.,8 q5q� .. _?��) `. - -7 l BRASS CYLINDER tA.BRASS CWNDCR NR �k;:f• r=..s_._ N T ..—_._.... l:/ I <' `rv,,._.. I�..,... &KEYS(CHROME (CHROME PIATEO) n�• 211) HV CENTER A ", _,, _...__...._......_..._.4...L.._'t I I P ATED) t I <,....... HV LOCK LIFTED--FOR USE 4V [IV BLADE Ji & 1A1 LY L"22 HV FLOATING CENTERMATE•- °" ` <asof>:_t:3zs_ry I mI •I/' m.-. �' / .,.,.,�.-.,._L-..; � HV EGRESS LOCK 6063-TS ALLOY AND TEMPER `� QUALIFIED FOR USE W/ HV BLADE(1)& (A)ONLY 1 1-11__.___?:oz}__.........__I ;,eZs_I OUALIF'IED FOR�U��Sr:. w/ HV QUALIFIED FOR USE w/ llv 6063-T6 ALLOY AND TEMPER 2�' HV CORNER C NTE BLADE C)& (j ONLY. BLADE(1�& flay ONLY. ._...._._._-.............T1 R —�_--�TE 1.974 0 I u3---T6 AL'OYVAND`✓T TEMPER ONLY PVSTC HEAL r25 _51a_ 18' FIED FOR 60 17$6 322 Baas 2 ..1..:V MOLDEDSCRLY7 .. (';F J yB25 I•.:360"AFTER RIVETING os r f_.'_� BEFORE RIVETING 1/4 9-20 x 3 4" . . —20 S.S. THUMBCREW 1f V .VT .,___.... *SERIES • 9a4t ALUMINUM(2O2i-1!ALLOY)LARGE FLANGE THIN ..2,750, 'm - - _ +'--''-^ } I822_; SHEET NlJ'SERT,PART(0820.AS MANU 'TUREU BY AVDEL PLAN 'y FRONT ELEVf71ON " ; CHEkRT i6A7URN HY,NLW _ 7 UR EQNAL. $ HV MALE T" LOCK CE�ITERM�E _ 4566 �' LOCKER FOR "T" LOCK CENTERMATL QUALIFIED FOR USE W/ HV BLAUE�7,ONLY 2�9j Y FEMALE "T" LOCK CENTERMATE HV "T" LOCK _V ALTERNATIVE LO 60s3-Ts ALLOY AND TEMPER - QUAIJFIED FOR USE QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV BLADE )ONLY QUALIFIED FOR USE W/ HV BLADEcMONLY W I-IV BCE 1 BLADE 1 ONLY./ 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' / ONLY. J 1.917" ... ry 31U1 t ,I }m _; t'_ ' .063 32 I I I I Lu 1� II f`1l.-,•_I°,,m° } I 10)� a/lid TPUMBTURN 1�063 .21 0631I 062 CYLINDER OR v. •� "7 i Z/4' °1 „I - I 1 �.,1 J:"' KEY CYLINDER , m Iry 0.875'M'n. 4D5 .125E MOK. 'v H�_S)ENTERMATE W/ NO LOCKING ROD i HD CENTERMATE o W/ LMING ROD Q "_ OUALIFIED FOR USE W/ NV BLADE 1/& 14: QUALIFIED FOR USE W/ HV BLADE,',.! 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 31 HD CENTERMATE'S INSERT I i ;ap<" ' vAL I1 MN QUALIFIED FOR USE W/ HV BLADEC'& as '1/4 20 5.5 OR 3/tl I6 1 130" 6063-T6 ALLOY ND TEMPER Ij? r I r .ACCTAL THUMBS CREWS "-I I I '7 ,._„ 1 21/2' i "{ THUMBTURN C) (SFF DETAILS) , J—': _ - ' I1 1El'� 1 ) CTUNDER F t---rr- .—•-^T` .:( .. __ _ OJR KEY 1 ' i CYLINDER , ' uu.. .._.......� 1.78E MUA. �! LOCKING ROD ,�-� J ! 1_.:375'm /' NJ D LOCK QUALIFIED FOR USE W/ HV BLADE C' 6063-T6 ALLOY AND TEMPER �61 HV 3/8"0-16 ACETA 3T HV 1/4" 0-2.0 AISI 304 6Y RECENT HARDVIARE MOP.'IISE LOCKS SERIES 2333 HOOK DOLT LOCK. s�s)wsTALLArQN SYILL REQUIRE 6" HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS FLORIDAUALIFIED Fora use w/ HV BVDE��& DIFILLED AT TRACKS 'ER EMBED6!EWT QUALIFIED FOR USE W/ HV �:,tj OUALIFIEC FOR USE W/ HV BLADE;71 I BUILDING CODE(Non High Velocity Hurricane Zane, n 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC`- - \GEIT c�_o , /1ccordon Shutter System No.44 67 / iK Na__ .DESC1 W1 _- OR WNDOW BLADE � TILLIT TES'I� & NGINEERING COMPANY scan dtI Shutter Inc. _�V• wTI FOR W/0 RV. * _ American Shutter Systems -- - .^, .+t +l i DRAWN 6Y: M.P STATE •F �f((L ✓FqJ 635E N.W 36tn.St.,Ste.305,VIRGINK CARCI:NS•FLORIDA 3316! /2/2020 DATE: 7/2/2020 %�O .• F p / Pnonn:(305)871-•530.Fax:(300671-1531 4266 Westroads Drive 2 _ _._.__...._..._ 4ORII' ,.••� . e e- H:IDa�oI�cMLoom .. ... DRAINING No West Palm Beach, FL 33407si y4 Fis' t(:\C~ � CA-DOD671S �' ! NAL�\I"�t��_-..____— WALTER A.11LLR Jr.P.E. .....__.._..................___.__.-.._......_._.._ 2�— 64 ...................... _.._.._................... Tllllllllllll E\ FLORIDA Li,.p 4418'T 3 1 1 SHEET 1N. SFAL/SIGN.ATURE/DATE fi._...T......................__..............._.___.I-_.___-.i 3 OF 20 SHUTTER ASSEMBLY SCHEDULE 1 H\ B 1 1 fin .. ! t ulw.Ct cti k HV Clt HV 41A r6 .0625 ;._�1 r LADE .. . ....._._._._._. r.. .I,r s5irvo.,,v,1..z..,. Nor;i,'r z.i>wl.Y-?, ,. ....1� H! BLADE 1A Iti r f-P<+F'Et.N ` . 3® HV LONG RECESSED NYLON BUSHING ' `1'i `-s� ,{ I Ki,�✓Ee t ,\ i ` `J - z _._.., T,.......,. ......_.......... ...... ........ _ ........_.................. £ I 39 ' 1= I ` tt :� HV SHORT RECESSED NYLON BUSHING €( "t 1� ....____,,. IIt ; ® H NYLON HAT WASHER kE ® r I rl.,i�pno r ' OOR NI G }I ( x OF 2n + xErwn n j ra t +. ._ .... .,.... .................. .... .... rf' �. ! I 4 3r'iG" t 4T HV WHEEL CARRIAGE AISI 302-303 SERIES I i n,§�-"y, -(Aa7�' t, M % X I 3 S .0.870"x3/16" THICK NYLON WHEEL. J ci Eti; .. t 2 I.. '+i i5''S i ! cr?ofiA710N :( \ F 2'GC • O.T88'0 A.ISI 302 SERIES S.S. RIVET,- ( -""" �,,, •' s j/,tT ............ ��® fir { 3/4" ACCORDION PIN W/ DES HEAD * EXTERIOR C' - i""i ( or Nirics ` =a j,E� stn„tcx..v. Y I �3 FIV 2 3/4" ACCORDION P'N W/ #8 HEAD 1 I rj a i c. 00 l rE t! suzE n u tienlm ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I ,,---�--•- {II (Am TYPICAL HV WINDOW BLADE r"IA=-AND InGLYCARBONATE- HV WINDOW DETAIL f 1 I OR �;y I d Or f.. I r, 4@ t 413r ,'ii il,(SEE t NOTE FOR.. I } 13 ((( ........ _..._.._._ _ sl. IriREQUIREMENTS} r J DR fry' yl ^I!;I1OtYt Ht- NAIE l!'iIPACT RE fr7 yi aCt�t,', rr ! 'f1 +( i �. �.: t 1 ..:,••� EMYI t Y\KRO rN +ID3 POLYCNRBONME. r I I L.. i n.-S c GRADE ! �._._ t! su E�Jur.�:E �•=% J lr5 T '3. 7F0 ( 1 01< ,!� * ..- u w ar�M ! I>IDiO`!ATIdE PLA;TIC LEKAN 1^:', '1'_i;N1 HV PIN REQUIREMENT5, AT EXTERIOR BLADE KNUCKLE FOR a=— �Y i' \ Y S NOTE "F" r ShR_E'T' 'J +'—� C1.OR l_L, grc �.. t. o � - l., r•Y •-:^. � JtJLLL ALNiAYS BEE JSFC• AT -,L(. Ek?r.:':,^n ' 38 • ! 4 B0, TOtvi KPIUCK_ES OF H'V ACCORDION SYSTEFA W`/ i iV( i;R 4 ';µ ! i( EXTERIOR POLYCARBONATE SOURCES For,(.r`1 (2) 'IV "a N i' MAY BE USED I ' L D ONLY S 'I I sYr:I:Jik,F N�i6l! �P1CAL SHUTTER ASSEMBLY ;_I I sue: G N..... r I I, PIN A:?. :tfi�AT �';( R it•� Y r LIEU OF �: AN N..Y AT t f Fr;TFaai;R BC;MOM K;UCKL.ES OF HV ACCORD1,0N "SYST'E'ni Wj I IV�} o.32s E ti ' siu r,l aoa_w n... b�f F.%TE`RIOR f 3LAD�"S KNUCKLE. !� Fj SCE NOTE M FOIL src� sur •11• ,' [LAC_ WHEl T,,wYONLING 'I G IN'S'=,LL c7� 3 r1 t REuu.REMENrs, l � It - tUSS�tE YIElD Si N^Ira .\•:ik lteJ:? S.f::^� �K.' r r TY n �f/ _ i It rt r'.v:star .ar t..... a�u nr;ra �•:v. -w: r,.. r;? :'. 1"."d 5� Ck rj V{/ ill" `ChD. 1,%1 Tk K'K 'Pu;tSIIFR 3 I li vn a k,uu_ nsuc:3e SHALL BE USED FOI LjiiiECT iYOUNT :rlisL:Li .!ION ._•\ ;^,rTn.l't_ Y., aF� T Sr L_I l:.) WHEEL CARRIAGE DETAIL ' uoK n Y s"uVx % 4.2: ASSEMBLY LAYOUT ca:. u6 aw ukas C-1 ells c—!C. 1 Z.icntu<nr nsrro auo2;+ ISM sau r ' 'SYrdlrt"lil?iG ASTV oiSi 1"�1S'LE Et'f'?!S CF_f"JfiE A ti4 Ai,rA GCE hiFi i•�x,. ".Y;�P-s' HV BLADE SOLID & 1A HV_ WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Nor: High V.e,loc.; ®}fillrr7came zc-e,' P2020 nLTECO,;uc. 02.020 C9ASTERN MCI&��IUPPLY. INC. 4,.�tftE Ii�rli t,rltr,F BERTHA HVt , /tL x °.- Accordion Shutter Svstem - I.L E t {Y. Ed�SDE(L1 4Y (fit W/0 H.Y. 441Na4Y BLtL£ No. 44 y: -.! r `�""� TiLIiT T 5 NGIt3EERiHG COMPANY American Shutter Systems kY�N. cenzc,tl,� P TING & 63:s N.W. { r az c Association, Inc. z v: ,n ,_ �r•one 5 u e :oeir;,.IS,E 38 West(oo;i. L C tiiNG y.�)•, S,r,le F :' it t i,vr.. cu rl,c,,t Werk Am 8acci7,JFL 3a407 .e I CiL i'r I... rr j 2" D\ /2 20 S Cam•, xr;.,. r.>r)J r.0 a ._ .._�__..y'. ....._.... }( `v trrA'At•�NG No,g *I;ili.r .......... 7', LU 6 __ ........"............._........ _ ... ..... ...._............ �'.A _ uc.,'J, ....�. ... .I._..__._.._._;�.)l.j ,5+"�E,�,.../.,:,rvAl'., ,../DrSfE e 1 OF ZO t IlNunu r `zv• °" i�i3,w(I� 'f`,l„1 play __.........._.._.__...._.............. r.. NOTES ON HV LOCKS AND CENTERMATES.• j ! 5' T (t � • So, : 1.MANDATORY MINDIT10N #I. ONE HV LOCK(�3 or(j SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" OR ��OW J�2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONS AT ANY .............f..,,. III ELEVATION. HIV LOCK(2_Q or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q OR Q f + I ` E 1 CENTERMATES W 2.�_�,•�' I1 4 m x LONG FLAT HEAD S.S._L—,-s � / M.S. LOCATION OF LOCY,SHALL BE AS INDICATED ON I + 1 r 1 NPICALHUTTER(ELEV TION.20 � i I a Ii i .•1` �� jlt.l' T ( t � 'i + { 'II 1 7" 16 a.10,T Z i = r+b.1._.._._E j 11 _!-..._.i;F•, .I I t I ,j 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, TIP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 23. ,"�__,•T �I I ( I rr ! II �' v I 1 - OR�2 SIIALL BE AS INDICATED ON NOTE (1)ABOVE. I yyy II I o-qr LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. j 3-r �� ( t i C { o•� #' .--f 3 I ! - f BE IS Ue�W/TWO H.V. LOCKS)- LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY OR S.)AgOR 0 cR 4 I '.a {� II '� F_l �� - { ! I ,�q:w -�' IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS t3 OR AN ALTERNATIVE DEVICE {ya:•-•. I I I- { I i ,� ' MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). _ t ,i IF j } 1� .!I \'r y I I t� 4. MANDATORt'CONDfT10N /2. ONE HV LOCK(apf��SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN I + f 1 j n-I-•- V I AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(2 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ! I y� { I' I' iI ) y ATTACHE TO CORNER CENTERMATE W/(2) 1/4 0-20 . 1/2' LONG FLAT HEAD S.S. M.S. IWO LOCKING RODS NDC_RVD ) I( i f I { ! I II ( AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ' I i ; i I { i it ! I i i I I (v,.r... ,I , I i MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. rim s. ALTERNATE To ANOATORY N01 n i ` I 5'rA,:?2j ONE ALTERNATE HV LOCK S•O MAY 6E USED IN•IJEU OFOHOCK nor FOR ANY SPAN AND I I` ! Y li�': "t i F 'j'� �I $tltlz�z I ! t i INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE-OR OUTSIDE LOCK.ATTACHMENT I+ R D-N `I OF 1/4"0-200/4" S.S.THUMBSCREW TO j)OR V CENTFRMATF.S SHALL BE MADE W/ 1/4-0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO Z2c.RS I( V ( j i { LOCKS AT 1/3 OF SHUTTER SPAN. 0 6. MAN A0..TOR{CONDITION 03 FOR KEYSTONE MOUNTING INSIA rATIONS• ONE HV LOCK,C4 or Q§or a SHALL BE SPANS UP USED AT 7/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FORl TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCKS'or g��or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 or 0 SYMMETRICAL CENTERMATES W (2) 1 4"-20 x 1/2' LONG FLAT HEAD S.S. SEE END ; ; M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W,� CONNECTION fy i �1'� OR�7 TOP AND BOTTOM IS COMPLETELY MANDATORY.: �� DETWLS ON �7 >l ., � !!!�" �K, fI (u> (P a `.Ri ..� SHEETS 10& 4� 18 1YP.FULL 1113, n �'; 1 HEIGHT. T" W' .' OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES: ......_.......................-........_.....__...._.....-LHLWf1E0 WAIN.__...... ......._......__......_......._.._...._._.........__........_... _..._..._ 1. AND CENTERMATE )— E ALTERNATE V LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND I--� - ON AL ER H "T oa�oR J•�]1w�cR T 01•V D� `, INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK L(�ldAY BE USED AS AN INSIDE OR Ol1�T$IDE LOCK.ATTACHMENT OF LOCK 7& INCLUDES USING REINFORCING LOCKER C-J, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 1 v*LSyc^,7.1`3)°A 17+ rn -------- CONNECTED TO CENTERMATES f6 AND W/ 1/4'0-20 x 5 1/2- LONG S.S. THREADED BOLT W/ 7/8'm x 3/32' { C�l. ( 1 «/1 WINGNUT OR W/ 1/4"m-20x1'-S.S.M.S. INTO A 1/4"0x 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' low•�7� ,it��R�� `7j"`8 Gx MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS�g TOP AND BOTOM IS MANDATORY. 5 @81aHC�'Q�°N a•n�ax ---- -- - L�`6' - *NOTES ON HO LOCKS &. CENTERMATES: i. HD LOCK'3d W/ HD CENTERNATEG„-'i ORI 9 W/!t ; ONE ALTERNATE HD LOCK Q) MAY13E USED IN LIEU OF TYPICAL I'1 , HV BLADE SHUTTER ELEVATION HV LOCKS•23 OR Lx FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 641 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 34)TO i54 IS W/3 d8 x 3/8"F.N. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(1�AS SHO'NN ON SECTIONS HGB-HVB AND HCC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS : IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' li iliiA ( 02U20 TILTECO,'INC. C2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM -; 'LTE � � � Accordion Shutter System r - :-w - KV. RAD_E#1 W/OR W_/o RV. w_1NDDN MADE No.441 r �-_.�.._....._ American Shutter Systems £Y.NJ.-DFSCRIPTIDN )CR>WN bY: M.P_ - ..a.. .•^� """^--- TILLIT TESTING & ENGINEERING COMPANY _ x .,.K I-/" ''" 6355 N.W.3-SL,Ste.MS.NRGINIA GARDENS.FLORIDA id( Association, Inc. 1 OLD 1%-IO7 ---{1/2/202b DATE: 7/2/2020 STATE 0 sf'' L _......._........._.._.__... �- / Pnore:(305)871-.1530.FOx:(305)871-1531 4268 Westroods Drive ..x...... { "'-'1--'"----- %�O'. F k�r' e-main 6Rawo0aLwro West Palrn Beach, FL 33407 a --" - —"i "'-"DRAWING No y'f`�• Z O R 1() •,.:?;l-._..-_..._._.--�_ IVPI.TER AOTl1R1lr.P�. —.._..._......_.__....___.._....._...:..._--."_I O- 64 '+I sV U\ N - FLORIDA Lic.,�ta+67 5...._._....__._.__...._«,._.........._.. r,,� /ppIAL S!•.'YA��EAL/SIONAT'URE/L'Al'E _6._.._._.----____._... _.___._�1 SHEET OF 20 nnH ,—CONCRETE ANCHORS POURED CONCRETE - POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCREIE CONCRETE SI ET 13) REQUIRED t 4"0-20X7 4"S.S. REQUIRED ' REOUIRED ... CONCRETE ANCHORS MACHINE SCREWS JJJ J tE (SEE SCHEDULE OONCRETE NfSHEET 17) ✓ / / / f I ) )8 RSA rErsTONE(SEE MOUvnNG®ON sHEEi l) 'r %,-lffr !� j '' SHEETS 13)UULE ON `= NUTS/0"12�O.C. Min- 'tf ("20R`4j ✓/f�i"` '//l'}/1^!/ a EO ' .3, MACHINE...... S FO 1 2O Cti15 NUTS "EO -CO t IV E. C.• j! !% �y i C' Rll -.250'Mox. / H — 1fI..... 3}OR D 1 f ( x5 , ,• 'D \.� 1.250'Mo.. ./' f A �! \ �' .I 17 a%{„ NL OPTIONAL I 4 - -- .. I i NN 4Pf2MNI1 'T'r 1 l fa�1 FEDR 9IJE fUIlD A 1 4 I�I`§. ) OR w 44ET re fiFO)R 9 EI§ a ♦ i; GLASS pj I I I I , EXISTING MIN. SEPARATION TO CLASS SC SCHEDULE ON SHEET I EXISTING GLASS GLASS—' MIN. SEPARATION TO (SEE I ....��,j SCHEDULE ON SHEET ..... ...._....._. .- EXISTING A� HV WALL HEADER INSTAL TION GLASS----; "'"- -... "" .s.,...'. �C�HV WA EADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE Vw, 1 t, GLA55--i_... ................. N .......: 1 .., ,....... ......................... i^_._ .. MIN SEPARATION 0 Vu5 ...... I i.l .; ITN s§TYa ma+ 1 I ) t. -. ♦ I ...(SEE SCHEDULE ONTSHEET 11) tp - 1 I To I.T.155 9E I I F n l r 1 ;OR l� 1 a I F ....Ir*j EXISTING 1 §tr J 1_SWFl•ME ON(SlfLi II + C MIN. SEPMATION TO GLASS a I i GLASSY ! IIII 11 FOBLAOF7a o'-y 1I,p T Jk ` (SEE SCHEDULE ON SHEET 1 +elIIl i Ii[ 0iNllj iI. UV SHEET 19 TORISIING /, /_RIDES GLAS I I 1 , , all alb r.. OP'lON I i i f_I/4'M... E ,. N " �, t 31_ram.--1�.. , I n_ :� /}/f l i._I Sa.Tu - ,...T 3 OR § 4 l E U 'It I ! \ I ~. 111j1 2,1 �. - 1 1 .._;.._....____ - �A ! t y ..... ..._............... ._ § IF'"_f I--Oi )2TOR�J '�1 >f r�_ tT'S IN4 o-200/4"S.SLIPS D '! �! { Mn. J /� a O EO -E0 MACLHINE SCREWS USING �ji CONCRETE ANCHORS TRUSS 4TEAD MACHINE SCREWS ^CONCR CHORS ! ....1 7 ON 1 8 A.. , y j ./ „I -1" 1/4'-20 NU IS 0 12'U.C. --;SEE SCHEDULE ON V!/ 1/4'-2O NUTS a 1<"O.C. (SEE SCHEDUL ON SHEET 13) / +, Min. TOURED CONCRETE SHEET 13) POURED CONCRETE ...f / /{ OR CONCRETE BLOCK OR CONCRETE B CK ! J^r-'' -''f3 rCONCRETE ANCHORS REQUIRED WALL REQUIRE E HV WALL SILL INSTAL TION ' ` (SEE SCHEDULE ON f F,HV WALL SILL INSTALLATION CJ POURED CONCRE7E._f SHEET 14) � ) OR CONCRETE BLOCK WALL REQUIRED Cll HV WALL SILL INSTALLATION "4., -F`R °'` ""nQy.•.°F. E`s`°"s: INSTALLATION DETAILS W/ I1-SEE 9;EE1 4 FUR ER • E. U. E0, DISTANCE S PO c OF USE OR _.0. r� ♦ _ MIA N_ U. F '• HV BLADE !ASSEMBLY SEE SPECiFICATIU C ON BHEE' 1" ` (01A,011 l2- MOUN MOUNTING SECT CNS CAN BE COMBINED ( N` ! ! BLADE SHEET 19 IIN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone; %NN-o II�III)i Ilty,' 02020 TILIECO.INC. 02020 EASTERN METAL SUPPLY, INC. ` `{ Accordion Shutter System !L EC0 NI p Kv. BLADE 1 W OR w No.441 7 _" N / /o ttv.WtNDov BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y v,rr. OESLFIPiION UXiE DRAWN 9Y: MY #i2tr 8359 N.W..`6tn.5;..Sta 3D5,YFGWA GMOR S.:LONI0.4 RI6 Assoctatton, Inc. OLD 17-1 77 i/2/202�DATE: 7/2/2020 �'. STATE 0 ;'K f`y Phone:(3G5)an-1s3o.Fa,:(305)871-1531 426F, Westroods Drive 2 p • --il:UltacaaD.ol.tcR, West Palm Beach, FL 33407 y 'DRAWING No 'P L�91� .•'t .�� CA-0000719 4 ----! 20-164 Fs WALTER A.TILLIT Jr.P.E. 'op ZONAL SEAL/SIGNATUFE/DATE FLORIDA u�.6 44197 s i rHtET _ _ _ c 1 6 OF 20 ..................... POURED ..._ CUNGREiE ANCHORS L&°aPARa:r:x: 'i !g r\ ,� .................._...,. t. .'..g, i......................... ,..x............. a. S€IE,E 13) rz an, iv ?`....."" ij OR t .'..., HN,sf eaurG I.._` Gr E E si c coo' ,., �.g i f T, F':4STIN:i i...H GU REG .,S�t4G�..E w CY ;{s: a >iGUMS", ... ✓ .. (t S1F 1,futt w!ah J ) ..._I �rS I r iJ 1('�J:F.PY b k ,G / iT ,r,/r .......... :AD L i WLYEFI t tSN 4 :., ShFEr ) �I g %� s'l/ APPUC•J•BLi. ENISTING •Cl a.�P3 E _ / u see r i b i 1 '� r f ✓ / F ANCHCIF tX STI L r/.: '✓ p% ,' / % Q :t.::S loN k�rP ' 1 iE._. .: OLAS I _ ,ox3/e•HEX WASHER HEAD �•FII Lv_'_•..-,. � �-7, Ir I i_ 11+DR 30PF1$J 1 1� //•'s'' { s uIv r,<c"r,rrs s iz .n �: ", ; ' itj' c"'i. !--•. ! 1�A',a')i.ix1T!L\ ,COWCRCTE ANCN.:3S -•� j 3 .........\8J? Y -/: 1-='�J�i /i CDGE Or �a tr i4' ��4,:� 9� It t \s�+ •j. ... ".., I... I (SEE >CHEME Q 4 SHE.T 131 F. r ' f :: t/i //e; Af'NL EAOLE /1 ^./' EL OF ✓ x'W " r / '` G;ASS-1 i$$'E' i iJ EDGE Of I/ / J "/i{ f t/11 / y / / / ,, / ,IAP iF :.' I / r'/ ,!. t i .ri/ Gn r ��. / .1 Pl.wlbl.k. ' .•t'i ..!' T / l r 1 z<rt s"izA> ii 1 AI"t L..AtiE. P' ✓'.! SA..{ I :C 0. v 's l i I ly S AC 1 f )Il j 3 POURED k (ar s' C,6 �ONCR:lE „1 C HEAD E HORS ® PCU.^sFD / 1 _._.. / / _/ f- t�_E_.,EDIT_:.OF.>H.t F' 1•1) .........sp.:......_. : `;EQURED (..... ._.4 U. ._._........ ..................:.° __..... ,cGUI<D tSEE`>Crty.E.�YIV Id 1,IHi P O�111(F OR lA' I � I ; TRENCH INSTALLATION YAUO UIJLY FOR UP TO +7U• -75 PSF'A.S.f). (F�' HV FLOOR. INSTALLATION f d)HV WALK—AVER INSTALLATION �E.=.IGN PR�suRE RATING.. & FOR SPANS PEE. �G) HV CEILING INSTALLATION SCHF.D.A,.E P. SNEER 11 ............ ... x. _.__ "- ii sa sx..r N. r. e 1 �''1 29 Cl);.::RET;:o•NONi:RS •.^ m E - ....e \.i (S=E SCHE UL C 7 f .._ I p t t "czw I iI I ... ....�..'!• aHcE* 15) i.y».ITN k l 6 T' Gl u Si_.l rl, 4 , €II o I ;' :ri!5TI4G AD"AWD ExISTn'c_ 3jt s EJ(STIYu t? a 3 ( P G'.R:; ^C.. .. 4..-5bi1.01Vims 4 1 CLA GLASS (5.t.4..:xl.:rr O,.I,:T r i It (.r:."..... .._.. 4 i i ra>1EI.-"..^�S f FL FN HIRt W/ 1 I& 1 I t € JI! I I S,,,J Y- PN.171M TO 2 x) tt 3/4'W.N. 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H V I BLADE W/ HV CENTERMATES I**CENTERMATESBLADE KAPPLICATIO DETAIL HVF WITVALID ADE( y✓ i I I:QoR®°x©.Om®oP1Q ,03 oP /`t ) rs �' 22 OR 2 UE END WALL CONNECTION ;;.(1 O�•QOP� oOPQ [—EXISTING GtA55 A.EIrA11L�i...4N SH ETS 10 & 113''_ may('. ,`^ ''.,� I 1 I O•OOP©OPOORO♦��-.... ———._.................. 2 P2.1/s a 2 ,t 8 g,„ g 3 a 19• 8 _ r 6 1/2• (6063-T6 ALLOY)AI.UN. _.... .. __........ -_.__..... .........__ ... ........ _........ .._...._... _ ANGLE w 2 1/4-01APCON e^ OPPOSING /(> / © ® ; SYMMETRYCAL ANCHORS TO CONCRETE I -- ' CENTERMATES I ' (TOP/BDiTOM)�. ; CENTERMATES N 10:rJ/4•S.M.S.0 12' "-'�` 3 LAIN. SEPARATION (A)NiOxt/Y S.M.S.TO TUBE \` I I O.C.FULL LENGHT. ; Wf HV LOCK % Or �5 I w HV LOCK or TO GLASS ; AT EACH ANGLE(TYP)It < l�__ (SEC SCHEDULE ' P j ( ram•.:* j ON SHEET 1 1 1 IN , II r— ._.......t..._.....—................................_..__ ; .__. ............_.._..._... ....................._........... 1 r'. I PK7 — _—... 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AA ._:.. _......_ ... _......................... _..._ I _ _ _ �L ETE/ ' 'qA �CONC ANCHORS16,O.C. / I , r` VARIES ........ ........... .......3 ,o-a• ~ � _ <.-� ry *,,..� ......� 6 1/2 M E1SiER10R MM.SLACK - 1 oUT� 3' ` s5i ( ) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' y4�/�A�� 02020 TILTECO.INC. _—_ 02020 EASTERN METAL SUPPLY, INC. Tc�{ BERTHA HVIN, No.44 67<•�cw� ) l': ® t at c. s H.V. l E �lKv �nrl,oasv RADE y Accordion S tt m oRwo American Shutter s — - - --••--'-- __ Tlr #, i `W TILLIT TESTING & ENGINEERING COMPANY Systems •sv.H, oEsCRIPTION DATE DRAWN BY: M.P STATE iF r '' Association, Inc. `'"` "oio` i-107""'- ........202. DATE: 2 2 2020 q• { t.6✓ r+ 6JSS N.W.]LIP.Sl..Ste.JOS.WRGiw>WROFNS.RDPIOA S]15! ..,,.,.....,,..._.._....... /_�... .................._�._/............. �'• F .. Ph—:(305)871-1630.Fox (J05)871-1531 4268 Westroods Drive � 2 ._—.._.__...-_-...._DRAWING No R mPII:tiltucu®ucLcom 20-164 yO�;•. (g I;P •'��.' P- West Palm Beach, FL 33407 a A NA FLORIDAu�.N 4167 _ _—_._............_._..__..._............ SHEET I�0- SEAL/SIGNATRE/DATE b�)ATO8 OF 20 ALTERNATE INSTALLATION W/HV ."T" LOCK L30 HV MALE FEMALE T LOCKS CENTERMATES ] , 129 & LOCKERS `� W/ fI 1) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 !c is INSTALLATION (1) HV BLADE ..........,'�.'. T7"""I[ _ExlmNc sass UT 2•.,.i IN `?j BADE(DSLACK DETAIL HVF,INDICATED ON SHEET Wf HD CENTERMATES_( �1 s AS WELL As UNNERSAL FLOATING BLADE®DETAIL HOD-HYO. .Ill a®°"©• 7Qa 9� 10•�3 a INOIUTED ON THIS SHEET.MAY BE USED WITH THIS ALTERNARI i !INSTAUA1wN or 'I Hvc STIDWN IN T11S SHEET. I SEE END WALI CONNECTION---.-- DETAILS ON SHEE75 10 & 1s (1 I I ®^ w® I 2•.2•,,,9•.D._2 , ... (606]--r6 MIOr) Ae •!(z),/A•o nrcon f € 3/e• "'II©'® ..'35Js, --'�35:*..._, AIiCN6Ts TD CONGiETE i (TOP/DOFF ...(eP•ioNAL) I .k * (canoNAL) i h L-------.__ ..-------------------------------------- -------- h)[+o„/rsMsTon6E i! ,„�[,o,u/.-FULL oIz- AT EACH MIGI E.(i ) ( I , II fl O.C.FULL IENCIR 71 IN 4 HY t l SD• 30 LOC „T„ I I N PINS(1YP.) Plns(raj 1 iT I.D '�3:,' K (INSIDE) 1-�!..) L.. .?. x1 __.... r 3{ .. µ..f a tsu x Foos ,S n 1. r i S S _ a ) a r _ r_ v';� r �5��;, 28•-•-,v� / i ,'f � �� _ t fa f( ``• 1 t " .7t 1'� p: r, r 31 oRr32' l(31oa 32 I� - 7 -------".. -�-- 31 Da(32� 31 OR 3Y - OUT �., 35 _ ° ...... * (2 ........1/4" 0-20 x 1 1/2" S.S.M.S. ( .`-•i3'S�r_.,..,..i -' (OPTIONAL) SEE NOTE 6 FOR HV LOCK 3 `, •' W/ 7/8"0 x 3/32' WINGNUT. (OPTIONAL)HDB—HVB OUT �pC-NYC T-LOCK.ON SHEET 5. * ' (0 HV "T' LOCK (OUTSIDE)-' 26 SYMMETRICAL HD_C.ENTERMAT.ES SYMMETRICAL HD.CENTERMATES, y u AIL HVG* LOCK EXTERIOR WY 3dr L..00K tINTERIOR) 1 SLPoES ALLOY; ,ALGMINUN (zozs- OY IAACE FIANCE THIN 1 6 7 8�10• 3 0. SHEET UFT TUT,PORT 1 0820, O ®�©•� ©•®w AS ET NU TSERT,EU PART AVDFL CNERNY 1O' 3'�1 1EXTORN,PAVSIYPEIN.NEW JERSEY ©•OO '©y©'TO,®4 07G54 OR EQUAL. L3) °. '(D *SCE NOits•ON LUCKWD HU05�x NUQ LO:Ns ON snER 5I � .; �, NNEIEK FLDAIWCO 5RA4 NJD-Fw Is nLm 1.ALL.-TS APP rAInN_W,nl av 0 HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' d1 Ij1uiY 31: 02020 1'ILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BER �� .Accordion Shutter System H.V. L C O 1 N c. V.WINDOW BADE BLADE(�1 W/OR W/0 H No.41117 American Shutter Systems -' -- TILUT TESTING & ENGINEERING COMPANY y DESCRIPTION DATE DRAWN BY;_M.P 2*; it _•f Z La r Association, Inc. , 2 2 6355 N.W.Stith St.,St 305,etnINIA GMUENS,FLORIDA 331et OLO n-1o7 •//0 2" DAT[' 7/2/2020 o'•, STATE t_ / Phone:(305)B71-1530.Fax:(305)871-1531 4268 Westroods Drive 2 s A a ��`� a-Inca:tntecot3ooLcom West Palm Reach, FL 33407 s --DRAWING No o CORWc. _._.__ Doo67,e A 20-164 '•....... ��.._.__.......__.._ .... WALTER A.nLLIT Jr.P.E. NAt Y �A`�SEAL/SIGNATURE/DATE FLORIDA L T aA,67 s 1 _.._� SHE 9 OF 20 C > -POURED CONCRETE POURED CONCRETE n ;-POURED CONCRETE OR L r. - _ POURED BETE h7E -..y: CONCRETE BLOCK WALL R CONCRETE. .. . ,,., j R CONCRETE OR CONCRETE // �+ i` REQUIRED I %/ BLOCK WALL REQUIRED I/ /�`, // !,; BLOCK WALL REQUIRED - jyf-"""7! 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(LOCATE 1/2"I--/ """"' li I I N)ES Qt h .J ( f 1/2" /i AT EITHER SIDE MIN: - 1 I I i �` j FA 1/2' MIN t . ................... OF 4 ) ..�__. I A I t f USE i"OR 2"MAX. 1 ._._....._...„,.. e1Dx1/2"S.M.S..... It_ ��I f 'E _—__. (AS APPLICABLE)x2"xI/8".O'-2" I .�.i� _._._.. k10x1/2'SACS__ S -' a� 16'D.C. S �� ;> _._li., —___�,;Y• ALUMINUM CUP ANGLE (.p ---' 1 I --:.'--—- -- r. .. © i6"O.C. +� �.,_ N' I�? ,, l��l �, (6063-T6 ALLOY)AT MIDHEIGHT -~' f� —� ! (1) y1ox1/2"s.M.S. TC®& l� � -- To r5} 4 ti TAPCO SEE GETNL%FOR) ��'' iv WALL AT I'D.C. (LOCATE ATtORS �" SLOE CUNNECTION V,OR ® EITHER SLUE OF QQ ) '_ )OR OR I SEE DETA!L,X FOR ®� TO TRACKS r.___.___ SLOE CONNECTION i {f,'OR _..l`�,� e. •� °"® .Oj°'9O`"C1•® SEE UETNL X FOR 1 7 9' IO 3n lU TRACKS / �„E9y«6�•(j�avla,�0).©� ( ~O « SIDE CONNECTION _J. °'®°'©'Q°i0"10•®°' ,� 10•®�©•10-0.0. 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SCHEDULE ON SHEET r !;•`L� - -- w ©OR®OROOR ' I CN SHEET 19 FOR ANCHOR SF1 ) ;/ // _ _ _.._. .. _......__ t FOR ._..................__ -_ Q OR OR(9OR(5 CONCRETE= I • HADES OEe 12'O C .^ .. •- ON SHEET BLADE Q _n ANCHOR `. i i i ,.`EO r�l : �5J I(D at OR� t` C i O.C. 1/1 MN. .. _... .--- _ ,- ! �1 .: tt t 2 MIN -a ...! l_. ----- _ ! / 1 % O 1 ........................ - ♦•_'�t Oft®OR T T OR 7/ r'2'LAIN. / Ii `+ j 2"M.I!J. - f ♦ SEE LIMLTATIONS OF USE FOR j A j ! /• ..... ..._....i �.. / E _.__ __....._ BL4D UON SHEET 19 (gOR)30R )OR3ORg` 5 E ,A VIEW Y .;/ (,1'OR ® ' PLAN (t)OR Q END TINSTALLATION POURED CONCRETE OR ---------• --�,- ®«©•Q7«©«f 0•®a+ ) CONCRETE BLOCK WALL 10 pQ�5�'©•�`"©•©« BE 10�®'©'®«'©•®« \� '•........©•O•©«©•O•®« l"j HV BLADE OR (1A HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL_ END CONNECTION DETAIL 5� O ®a0 ®d� Oa©® END CONNECTION DETAIL© ® ®�® ®P®.® FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone; ,,``�`` 111LI11 JI11 02020 11LTEC0,INC. ©202 pFA T �� /y ERN METAL SUPPLY. INC. �� -r C Accordion Shutter S stem N0.44 6 T • =. : 1 E�..1 C�: �ra c. ■ r .A. V. B<pDE y1 W/OR w/o Hv.1htwU✓�&nDE B 7t; j American Shutter Systems —" T— —P t(-' TILLIT TESTING & ENGINEERING COMPANY Association, •ty„Ro oescRlPnoN ogre DRAWN DY: M.P STATE 1 �_ I JGIA.5l.Sb.3D5,VIRCINU GARDENS,GLGRiM 3J15r. Inc.In _ 1— QLD 1]-,D] %/2/2D2 DATE: 2020 -�,` 8]55 N.W ;9 F i Ph—:(305)B'i1-1530.Fcx:(305)871-1531 4268 Westroods Drive z F P .• _.ij:Oitecn®aal.cmm - DRAWING No — �! F, R1) ��\`�.� West Palrn Bepch. FL 33407 �?i — 2.0-164 ONAt �(;� �• W'ALTER A.TILIR Jr,P.E. 4.•I ._....._.—__�.. iJri!nNILLL fd ��SEAL/SIGNATURE/DATE FLORIDA L.C. ea167 _5 I SI'iLET' e'!� 1 10 OF 20 SCHEDULE #1 tyHEpUL, ,•!t SCHEDULE MAXIMUM SHUTTER SPAN* "L+" OR "L MAXIMUM SHUTTER SPAN* "L+" 1,AXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L (ft.) FOR OR "L-" (it.) INSTALLATIONS INSTALLATION I EGFND _S_19IES;. CENTERMATES. & ® or 'i or INSTALLATIONS W °Jr '--`--'-"_ -""' ----' W/ ONE N.V. LOCK or or or /QPPQM.t , �W SYM40P,tt et.,._CENiERI. c `"��, CONCRETE & ® CFNTFRM,ATE. .671 & 'a WOOD (11 L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK (9 W/ NO LOCKING RODS` or ONE HV LOCK of or :� & W/ CNE FIV LOCKS MANSORY -____. POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES ® & � V1/ ONE HV 'f" W/ NO LOCKING RODS � }'T OR W/ NO LUCKING WALL A, B, C, D, E, M, N, 0, P, O, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NF.GATNE. LOCK 'N TWO LOCKING RODS MODS I MOUNTING F, K & L R. S, & , A.S.D. DESIGN PRESSURE RATING. ® / TOP & (SEE NOTES t,it) ( I BOTTOM "'SEE NOTES ,tt) (VALID FOR MOUNTING 111 --- __ SHEET 7) FLOOR/CEILING' (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE&WOOD C, H, I, 11, J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: nuu CONCRETE&WOOD INSTALLATIONS V MOUNTING wMUM MxXINUM CONCRETE & M A.s.O.DrslcN As.D,uLscN IWAI. FION.<, A.S.o.G GN INSTALLATIONS GIVEN A POSITIVE.A.S.D. DESIGN PRESSURE RATING, FAESSURE WALL MOUNTING FLOOR/CEILING PN[59JRE WAIL MOUNTING PRESSURE Furwc MOUNTING w,n:vc & RAnW FLOOR/CEILING MOLNT G DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE. OR'�j (° FLOOR/CEIUNG MOUNTING (P+L) OR GIVEN A NEGATIVE N.S.D. DESIGN PRESSURE RATING. ..._ ('OR-) _ __,.FLCOR_•.ALL.MOUNTING _ ...._......._....._t...__.__........_...._ -�ic-j-I:--- _._.... _..,..__..,___....,. _ .... .. .. UETEMAINE MAXIMUM SPAN "L-'FROM SCHEDULE. LT (H) l-(IL) l i (11) L-(11) L i (fl) I t-(fl) l t (fl) L-QQ V MAXIMUM SHUTTER SPAN "L+"OR 'L-" FOR 30 OR LESS I6'-0" ( IE'-0" 16'-0'" 16'-0' 30 1G-0• I 16'-0' 3D 16'-0" 16'-0'• INSTALLATIONS INTO WOOD SHALL BF. LIMITED TO FINAL MAXIMUM ALLOWABLE SPAT! 15 EQUAL TO THE .35„•,,,,,,,..,.•Lt'-10" 14'-10" IS'-2" 16'-0" 35 14'-10" 14'-10" ,3515 2""j16'-10". 105 PDr.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "IT"ANO "L-". •40 13 10 13 10 14 2 15 2 40 13 t0 i I} 1G 4O 74 2 t 1 2 3 PROCEDURE O DETERMINE MAXIMUM 45 13 I 13 1 13 4 14 3 45 13 I I 13 t 45 13 4 I 14 } 't HV CORNER CENTERMATEOMBINATIONS INTBET7 BETWEEN WALL MONTIINGSAN FOR - - - •- _•-. .. I ,...._ .. N3 NiMAY 9E USEO AT ALL 5 1 - 12 8 13-7 - _. SU 17 5 I 12-5' 50 t[ 3_ 13 1 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS. $ 11 10 11'-10 12 7 12 I1 S5 11 .. j IT'-10" 55� II 1' 11 71' St!ALl BE AS INDICATED ON MANDATORY CONDITION �2..... ._ ._. .. _ _.....__ .. FOR - i 1 7 11 4 - - _ NOTE g5, SHEET S.0 a -4" I._. HO 11 4 1 1V-4'-_ 60 t0 2 10 11 RATING:GIVEN POSITING A.S.D. DESIGN PRESSURE o� 10 10 �10'--t C" 11 1 Y- I1' O .10 t0 L.10 70 fib 9 5 10 1... DETERMINE: 70 .,- 10 fi 10•-6" 10 9 -it S" 70 10 b 10 6 70� & 9 9 4 L1+= MAX SPAN FOR WALL MOUNTING INSTALLA' NS. .__ .._ .. _.,_..., .....) _...._... --.-_ ... L2+=1MAX. SPAN FOR FLOOR/CEILING'MOUNTING IG 75 10 1 _.. 10 I t0 a II t" 7 1;i-I" 1 1C-I• 75-- ) 8'-9 ....• ' ........ ... - . _."......_... ....-.... .. .... SPLUTTER SPAN "L+"OR INSTALLATIONS. 8U 9-10• 9'-1D' 10'-0' 1. 10•-9' 8U 9'-10" )....W-,U' .._ ....... ...— _- I. .... .... ... ...... ...._._. 'L-"AND PMAXMUMA.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.C. DESIGN PRESSURE 9 I 10 5' BS 9 6 I 9'-H" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK 90 9 3 9 9 10 1" 90 9 3 I 9'-3'^ SHALL BE LIMITED AS F'OLI.OWS: DETERMINE: 95 9 0 1 b 9 9 2 9 10• 95 9 0 b•-9•� I- CONNECTIONS TO KEYSTONE 41OUNTINC Li _ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 tl 9 8 4 9 0 9 7" -" --_---- LIMITED TO +64,-72 p.s.f. AND 6'-U" SPAN, SEE MAX, SPAN FOR FLCOR/CEILING MOUNTING -t - - -----• •- .-. -.- -_.. _ -_ MOUNTING M ON SHEET 7, 105 tl' ! 7-II 6•-9 9'-4' - INSTALLATIONS. ................................._.........___._,................._-"...._...,...__....._1,.._._�... 105 a-?' t T-i t` i-m .._8_.G.'..,._.I_._T-7• d'-7" I g'_2. 110 H.-4" ' 7._7. - FINAL MAXIA1Uh1 ALLOWABLE SPnT.' IS EQUAL TO THE 115 tl 2 ( 7 3 8 4 I d I T 115 6 7 7 3 MINIMUM BETWEEN 'Lt+". "Lz4", "Lt AND "Lz-" „ SEPARATION TO GLASS SCHEDULE ' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125•_• 7 IC 6 H 8 0 e 5 125 106 8•- - _ -- ALLOWABLE SPAR AND NEGATIVE A.S.U. DESIGN "130 7 8 16 5 7-10" i H'-t130 8 6 5" O LE E PRESSURE RATING TG DETERMINE MAXIMUM ANCHOR Iss 7 s 1 7 9 ' 7 9 -13 - 7 7 6 z _ WIND ZONE MINIMUM SPACING. 140 -7 s s 1i . -_ _ .._ .145 ...7-3' ....5. 9' T-5- '7'-3" . 14,. 7 3 TO GLASS _....___...._.........._...._.................._;.._.__....... 5 9- .._.......150.._.._.._._V-`_.. M 5'-T T-4" t T-0' 15U ._...._._Z............._.5,_7e....... i s i o s s T-z ( s-9" Tay 0 5-5'— 1 THRU 3 _.. ( _._ 1b0 fi 11 5 2 7'-1 6-i" 160 6-11 j 5'-2" 165 6'-10" 5-1• T-0", fi'-11• 6'-2' 170 6'-9" ......................._......................._..................._...._..._......._..._..._•...__,.-_. ,..,._._.........._.........,......... ................_......._._..... 175 fi,_7• I .. .. 6'-9' 6'-D'" 175 6._T -----..._._ -- -_-___ -_' __ _ - ;1'. H V 180 6'-6" 4'-8' 6'-B• 5'-70' 180 6•_6" I. -<'_H• BLADE t85 ... 6 5 ...,4 6 6 7" 5''6" 185 ....0 5 ...� S_.._ �1.. ... _- 90 6 4 4 5 E b' j 5'-6' 190 _E 4 -_i -4'-5' - t 19 6'-3" a 3 6-5 3 5 5 195 3 I a ... 20U 6'-2" E. a fi-4 -5_..;. .. .._ 20C ..S_2 .__ .._4 2_.... 6-1" 4-1' 6'-3" j -1" 205 6'-i" I a-_i• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane' \`"\`VUCCI�iI+/I((JI�IIFAr77�� 02020 TILTECO.INC. _ (D 2020 EASTERN METAL SUPPLY. INC. BER 14 TtA a a � ��,,: 1 L �C C) �H G. � tl' d Accordion butter S stem S y �'= .-- H.V. BLADE /�1 W/CR W/0 KV. WINDOW BLADE No. :1 _-_':---- —' American Shutter Systems - DATE- TILLIT TESTING & ENGINEERING COMPANY y �tv.N DESCRIPTION GATE DFAWN BY:MLCW,tLG. Association, Inc. ' q; r _ t•�'}jl 6355 N.N'.] h 54.510.3UD,VRCINV CA iCENS,IlORI04 3316s ULU t7-1U7 1/2/202f DATE: 7/2/2020 STAI OF e�` PMne:(305)871-d530.Fox:(305)871-1531 4258 Westroads Drive z " e-mail:lillecD6001.00m ---------- ----- DRAWING No A v�� YJest Palm Beach, rl 33407 3 WAL.TER A TILI.IT Jr.P.E. `zO—1 64 7 0 , FLORIDA Ga.#44107 S N S EEFFE�_/SIGNATURF./DATE 6 ____...— SHEET 11 OF 20 MAXIMUM ANCHOR- SPACING (in.) SCHEDULE FOR A -R N MAX, SHUTTER SPAN, A.S.D. DESIGN NEGATIVE PRESSURF RATINGAND A CORRESPONDING MOUNnNG 1YPF FOR CONCRETE OR CONCRETE ANCHORS SPACING rcNn TIONS POURED CONCRETE iSEE MOUNTINGS 0.B. C hN0 r ON SHEET 6) POURED CONCRETE CONCRETE BLOCK TAPCON OR MAYIYUY l'i'W�HEADER MOUNTING (6)WALL HEADER MOUNTING +,'OIWALL SILL tAOUNTING (D'WALL SILL y,OUNTING Cj&iF1 WALL HEADER/SILL TAPCON WITH ADVANCED W 1 ®WALL HEADER MOUNTING "� SPAN /'12 W/Q4 W/,I- , W/04; MOUNTING THREADFORM TECHNOLOGY (N) A.S.D.DESCN NECATNE PRESSURE BA8T71.fy'A.S.D.D61 THE PS SSURE MTIM(ct,A6 D DUEN NEI:ATNE PRESSI,Y,FA 4 (cs':t C DESM NEGAINE PRESSURE RATING xI l5 D ID:rR P1 emnl:P.VMI (w l-L DESLA NECONE KIMURE RkTIW, d - -'- E, _ .. - .,.....,_ "f ._. _... ._.._......... s _ .. ALL POINTS SOLIO-SET....1 SO i 40{fi0,75!90;1201180I205 30(40,6 175 90 I120{1 Fi01205 30 40 60 1 75 90)12011601205 30 40 160{75'90:120 j 1601205 }0 1 1 60(" 19U 120{1601205 30[,40 1 60 T 75 90 1120'160>205 """""" ' 14 1210 B B 8 6 6 14 12 10 9 8 Bib 6 /4 12 .109 BIB y6 6 1♦ f210IB 8 B 8 14t1 9i B Bib SS B- 8 B1 BiB 8 ];55 a ET 3'-U' 12 10 1 9 B B 6 6 14'(i2.� �_B �6 j_6 14 12;10 9_ B b ;6 6 14 r 12 T 10 3 B 1 8 B 6 1 fi 14 172'10 9r 9 B 6 1 6 B 8 a j'e•'B B B B TAPPERi OR It'SS 14 I]_l0 9iB .B' 6 5 i1,i 12 10 .9.. 8.18 bib. 14(�1'2 itOt91..9_ B"Bi6,. 1/ 12 .10191R'_e 6 ]_ 14-{'12 109Iff8 BSB' 6 B _R_ B 8 65 14 12 10 9 B B 8 6 14(0 10 918 i8I6 6 14 12 11IT 9iB B s 6 ,/ 12 10t9ie e151- 14 12 I10r9IBiB i6 ie �B 1'BI B�"'B 81 B2 BE'7 14 12 10 I B B B 6 4 14 12 10 9 8 e i i - "-- 1 I I i 8 6 14 12 10 9 B B 6 1 6 11{12 I.7O 9 0 7-.{_--•�_14 "12 1 10. 9..{8 7 5 5 B f B I 8 1 8 8 I 7 1 5 5 1 14 12�10 B 8 8 611 14 12 10i91B BE915 la�t2 i10 9 BIB �6 6 14 12 10 9 8 81551 I4 12 10 9iB B 616 8 B1B BI BIB B� 8 4'-0- 14�721101B IB 8.1151 14 i,2 I10t8 b tl 6 4 14 I12{1019 8_1 B-I6 �6 I4 12110 9I8 �81 I 1d 12110E9 iB 8 6 .1 Bi BI bI8�65i-5� ..._o-._., ......._ I6�12 ID 1 9 1 8 B 9 i 4 11 12 10 1 9 B tl 8 16 14 1 12 1 10 1 9 B 1 8 i 6 1 6 1/'I'Ti[l OT 9 0 j e- i 1 a 12 10{,B. 8 B 6 I e I B+ 8 8'.'e' 8 7 15.5 1f,12 10 e1B B IS 11112 10 9 818 B ]514+1211019 B-'8�676 14 12 10 9 75 ! 1 14:12 10':9 755.5 s'- 838 BIB 7.555 4 J} 14 112(f0 k 9 B B 45 E 7{ tY 10 9 B B -6 i35 11!12'I'10 9 18 8 6 i b. 1d 112 10 B B T]' f1 12 10 1 6 BB 6 !- 8 E 6' B�, 8 B ,8_ 5'-0" 777 - SEE ANCHOR 14{72 10 f 9 s 8 5' + 16-t 12110 8 8 8 ;4.5 11 '12 110 1 9_' 8 8 6 5 1a{'1 10 9 j B 3 14 12 70 _9 ,8 t 7 t B B B B 8 7 S i SPECIFICATIONS I 1 E 11 12110191819 41 14(12 9'18 8 fi (35 11 12 10t )B 8 6 fi I4 12}II] 9 8 16jU ('9 8175 I_ '0 -B 8 B 8 7555 < ()E'i SHEET 13 14112310{918 'S IS 14 k12 10 ;8 8 45 14 1211019 8 {BIB 6 14}1255{E75 q i ( 14112 7.5tE535 -1- B 8 8175654535 14(12 3 10 9 B 15 i j I4(I I 9 E 8 R 14.5 14 12_ 10 19 8 B i 6 6 14(12 10 19 B 4" -1'' 14 12 9 8 _-_t_ m_ 6'-0� t I __..._.__.i{i...{ 8 4_f_.-. B B..E B( R 1 B B B 75 10 14I12 101918 t51 (- 14 l f2 i 10�9'I B I B'��"-I 11 i12-i 1019 I'B 8 8 5514112•IO19 �5 -I i_-_ 'if 12'110 i-917B �445 - E Bi 6( 8i'Bj B5565j 115t J,,. ...... _._a_- 14112i10191B14i-T- 14112 IOr9 8 65jJ 14)12110 9 -8 BE,B 16 ,7 81451 - 14 1218 65{55� 8 B'�B 6555 4 JI 11I 12 10 918 4 14 lI 1T 10 9 8 6SjJ 14 12 10 9 B B 6 14 12 10I9 )6 ' 14 72�10 9 tl 7 'I 91 BI BI B'i 81B 75 fi 7_U. 14 12_10�B 145i i 14{I2110I9 �814 ,41i2 1019 B 714 : 1/ 12 10 55( t 14. 12 10 B 65 B 8 B 8 65 9 35 - 14 17 10 9 17 5 i3 7SI + 14_I 12(10{9 B 6 $ 1{112 f 10 9 -8 8 i 6 1, 11 10' 6 i _i 14 112 14 12:10 9 -551 JT 14 112 i10..9 8 451 14 12(10:9 e B ; 14 11 7 i I• i- 1{t 11 7 55 35 - 8 e 7 55 IS 135 1411210 9 55 1 11 12 I10#9 B_i/5 14121019 B EtB 11 12 ,0 7'I4 [ 1t 12109 83 B8' B 8875 7 - 8-0. 16 112 10 135 3 14 12 10€9,m 8 i 'I 14 1210.19 B 153 i 14 1285 3) I 1/ 12 05 7 / i 8_ B B 7 551 4 1 SEE LIMITATIONS Or LSE FOR 14112 10 9 S 1/ 12110!'91814 14 t72 10 9 B B I 14 12I95 I I 1- 14 121957.515 l R B B e.5t_6 i4Si BLADE.vON 11 12.10 65'45 14 12{10 9{751 I 14 12 f 10 9 B IJ 95 /' i-T-1- IJ 95 65' S I 1 .. .. _ .-...�......, 1 ..__ ... -.. ._. I 8-1,_B 65 5 4 i} i 14,f2 10 65 4 14 12 110 9 17511 1{ 12 10 9 18 3 I4 12 1 f0 E 5 r 14 112 10 B�S51 B B B I B B'1651 6 3 14{12 851 4 14112 10 I_9 45I 11 t12 10 9 75 ! 14 115145 1 1 14 11SI7.5 8 1 I 8 R 75 6 f 5 4 �' 19 I4 i t2 10 16 4 E 11 12 I11 9 7 , 11 112 10 9 !B i i 14yi/2 5 { 14 12 18�6.5 I � B 8' B{65 551 4 11 12 95 5 135 "i!12 t 10 9 SS i1 14 _12 10 1 9 B 1 8j 8.5 y ( C 1 I I ...t„�. , 1 ..,,- .1 7 I I t15)tlS BS I I B B 55 45t 10'-0' 11 I12 B5 5 35 ( 1/112 10 9 55i t 14 12I101191B 1 12 7- i ,_,14412 10 75i5 I _ BI,B 8 8tt8 751S - 14112 ib.5 3 E 14 ,2 10 6 3 1 .1 14 12 10 9 [6 f IDS 3 { 14 105 7 I35i 1 B{ 8 7�55145�] - ... - - .... __... _. t td 112i9 /5 3 { 14 12 10 8 51 1 14 12 10 9 }'8 !, - 1< 11 -- 1 14yjr 11 75_1- - 8 8i75 - 14 112 7 - 1 [„ id 112 ( 14 12 10 [ OS B ! Sj"B ' S - 8 R-I S 4 3 J51 1 k,112 7 10 t 1 T!-6, k j 14 12 10 t �I ( I ., .,I ! 1 1 I4 12 4 la 12 i 10 I t 14 12 l01 i 19 125 95 6 y 8 R fi i 5 3 14112 I651 1 1 1 14112 10 t 1 ( 14 121101 : I 7 55 14 t12 5S! { 14112�10 { 1.4 12110 1 I S,5 1 95 7 35 { B17 a5 ]5 3 14 117(55 I 14 12 10 14 12 i 10 1 4 i ' '4 12 10' i I B I B 8 B e 6 3 12•-0� 14I12 3 f I - I 1 14'�121 B.I 1 {„ 14 12110 -mmf 1 S i t I ! I t.S185 4 ( 8 BiS5i 4$s 41 14 12 '5i i .i ...I i 14 121f01-I ! 1 14 12110! +- I I i...._ 1 .. -'1- i ! 1585 aSI '1. 1. ( I B ..9..16151 /1 14 T121-_�m�-7- -- - 14 12 ,_ _-r-' _ 1__ 1 9 165 1 B 65;45138E 3 - t1 R t'� ) 13'_0. 1♦I'12 -i I._ I.-.. f....1a.(12 _-...�._.�...�..i- 1`�I.=.14_ - - ..T -...t-I .i. _. f 4 12!' 4 i 1._T- B B _a_ii.B FI.8_.4 5. $ V BLADE I --_- OS 8 # I 8 i_B i 5 i 4 i 35( 11110t I.. .1..-I 1_- '.W_ 14 121 3 1 3- 14112 - - '- i .3� 0 f 1 j Ni-,2'}-'I-1-1-_1-.•- ,-<'j,21 _. :'s-B5 _ [` ! BI aCs514sL.._.1 _ /Wf E1A� HV WINDOW VBLADEE 14 12 # 1 f 11 t12 1 + 14,12 - - i i 8 1 i 'B i'Si- (-i I i B 8jLt 3{ 14'-0' 14 1�.....1 i --„� i .. a_I z� 1 i I t4 i iz.� � .. ,o i 4 i � 1 1..;i 10 his - € B'I Y8 s i's�']j 4 L. �N f4 115- -t I 14112 I ( I t t♦ 12 1 IC 51 4 - I i 1 G l 8 ..�_ f 8 I B 15 4 -1 1..., -.! 14., .._L 1._! 1 ....( '. 14! .I + .._.._ 5! -., _5_(.: - _ _ ,_ i .....: , WORKING IN IS 4 1 1 i 1 14 r }_,'y I 14 ff 14 1 14 1 1 f 9 d B 7 ] ]S I i t 1 '11 I 'I' I .70 ._. 9 3 .,... .9 1._...,.�.,1=-i --.-7 .......... _I... .I .y I ...1 t - R' 7 45155 J 141 :- - t- 14 1 1- 1 - 14 1 _i_ ) I lu. _ - I 1 .I ._.... _... �. i .... ... ..... 14 i •. I70 8 7 5 5 I L 14 - f4 14 11 t, 1 14 i B SB BSE 7S e 1 3 I t ._ 14 -1 ... B .. (_._ B ."� { B 65 4{35. ..i t ... 4 1 11 {pp _ 14_ -'1 14,.-.1 - p-. 1 I-F,{ .. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; �T III IIIE I 7j m2020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. •N. t C�j,,�o xsB��,/■ �ER'T�iA t6 R-1,1 Accordion Shutter System !e g H.v. BLADE 1 W OR w o No.441 # / / RV. WINDOW BLADE _ Amerlean Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y :Ev.H DESCRIPTION_ _DATE DRAWN BY: M.P U55 N.N.]61n.St.,Sta.SG5,MRGINIA GARDENS,RORICA]Jt Ot ASSOCIatlOn4 Inc. 1 DLD 1 7-107 -'�2�2G2 DATE: 7/2/2020 -o'•• STATEC.: ,� _......... _ ;9•, w Ph<ne:(3:15)A71-,530.Fax:(305)871-1.531 42h8 Weslroads Drive z - O.P' F�ORI`.`' �• r-m,ie bna<oa<oL<cm West Palm Beach, FL 33407 ] DRAWING Na a`✓.- CA-000fi719 -^ F '••.......•''f� " --- WALIFR A.TILOT Jr.P.E. 1 -..__........___.__ 20-164 '''9,SS/ONAI . ORIDA TI T 44167 -1� 1u. SEAL/SIGNh1URE/DATE 5 1SHEET e_....__..._.._.._...,.____�--� 12 OF 20 ...s..__�..�v 1 MAXIMUM ANCHOR* SPACING (in,) S.H D, F FOR A GivEN mg. sHurrEg SPAN *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEG.ATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR OOKRETE OR CONCRETE BLOCK INSI IMONS - - (SEE MOUNTINGS E.G,&H ON SHELLS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED E BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.f'c -3 ksi) MAXIMUM EQ WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4•0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEEX.(Min.Fc e 3 ksi) SPAN ,� __ __._.__,�_, ANCHORS Sp E"EN - 1 4"m x 3/4-ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min. fc e J ksi) (7L) D:DESIGN NQi\11YE F,ifSSUIS RATING'M'!.`9.9 DESIGN NEG411YE PRE4l91E RATING SD.0616T7 NEPATMi PRESSURE RATING 11,s1) N -_� - 7 q"a BLUE TAP CONCRETE ANCHORS W CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Ain-Vc= 2 ksi 160 75 1 90;120116D,205 3(I 40 60 75.,90 1207160I 205 3040 160 j 75 90 120f 160!205 TAPCON OR ! - I/4"0 TMPER+ANCHORS AS MANUFACTURED BY OFIYALT,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BO_T&SPECW-TY COMPANY OR ANY TAPCON WITH ADVANCED { 11 t2 to 9 B B 6 S $12 fo 9�(e a 6 (6 14 t2 10;9 B a- B 6 THREP.OFORM TECHNOLOGY! OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER-SYSTEMS ASSOCIATION,INC.(Min.fc }Wi) 3-0 14 12 i 10 9 8 t 4 6 6 14!12 10 B t B B fi !6 14 Ti 10!9 8 8 [6- 8 !j PQ TUTS SO D S-T OR LESS-td 1T110 I 0 8 8 6 18 f1 112 10�9 B 18 6 {6 14 12 101 B B B 6 5 A LI - c_ NOTES: 14 12 110 9 8 B 18 I.7..14>i2 10 1 9 e I e.I.b j 8 11 12 110(�9 8 8 6 1 8' BLUE TAP W/(AP � A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ --1-9 -- "'-- ANCHORS IS 1 3/4",AND FOR BLUE TAP W CAP ANCHORS IS 1 1 2'. 14 12'10I 9 B 1.7 15,5,(35 14.12 101 9 B I B^!6 8 14_I 12 10!9 8 B 6 5 TAPPER,. / / 14 T 72 10 9 8 B 16 6 11 12 r10 9 B B 6 6 1/ 12!10 9 B 8 6 1.5 --- --.m.-_-`�- 4'-0" -- ! I 1 ) A.2)MINIMUM EMBEDMENT OF 1 4'm x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7 B"INTO THE POURED CONCRETE.NO EMBEDMENT 14 J 12 10 19 .e I.B 1 6 4 11 112 I.101 9 B.i B ,6 45 11i2+10 19 !.B 6 1 4 3.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.µD 14 1 12 i 10 9 8 4 8�6 14.5 14 72!10 i 9 8 !B 6 iS 5 14 112 10 9 8 8 1 6 4S 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 112 110 9 7515513.51 11 12 10 1 9 8 1 B I B I S 14 1 12 10 1 9 1 8 7 (. 5 4 SEE LINRATIONS Of USE MR! 11'12(10 9I,B�18 [6I6 1412-10,'918 �BTfi 15514 1210 9 ,818 6 45 4BVDE 14 aN 5NEc 19 5'-0" . _ _...,_ ... .....�_ ,.__.__L_ 1 _._. _i _ I A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, t4€12 i to "s !tz i to T e !.8 6.5 j 5 ia.5 14!12 110"8 i6.5'5 (3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14{72!10! 9 I B T7.5(;,: 14 112':10}9 !e 1 0 6 ;4.5 14 i 72T t0 i 9 B 1 6 `a,5 1,751 NOTES Al &A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14112)9.-j7.51fi_5 4S 1_ e_17.S.ISS..1..4,.. 14112 10 9 B 16 !4.5'J.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0 14 12 110 1 9 1 B 8 6 14 12 10 9 8 B 6 1 5 to 12 10 9 B 65 5 }.5 74 12 I l0 19 175155�3 14 12 10 BS 7 �551 4 3 14 112 B 85[85 4 3 �_ (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 i2_I iO B B {b 14 1z T i0 9 B 1651 5 137 to 112 10 I85"9 5 4 ! - 1/4"m TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. td V 12 8 (65 53 3 14 412 110!9 i B !65 45 ]5 14 12 10 B 7 5 136!3 - 1/4"m x 3/4'ALL POINTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14W 1z 110 a e B 14 112 -1u 1.1-- B 7-I 5 1 4 1< 12 10 9 75I55 f 4- "' - 1/-0"m BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7' 0' ..-�__..... 1. f �.... _..... 14 12 i 10 1 B 65 4 14 112 1 9 73 6 �45 t35$ 11 1U 5�7 �5 4.5 1/4"P TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY OR ANY 14 1..2�1•i0';BS I.7.,)<' -�•- 1a 112€'10;9 7.S IS.511111111 4 k 14 I i2'9 1 7 T7,5,45:'- OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. �.,._.. _2!11 _.__._..H...._.__...._..._...._._.. 14 1117 15511.5 j-...(.- - 14.,.12.170__E.,9.,_.}7,S I6.5,1-i_„I,. 1.4,1.12.,!.,_9._ 7 (,-6_,.'.4.Si 3. - NOTES: B'-0 14 12 i 10 I tl B 65) -.14 12 f0 9 B {6 4 1 14 12 10 i 8 I6.5 E 5 3.5 ., B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W CAP ANCHORS AND TAPPERNCHORS IS 4"AND TAPCON 14 12 B51 7 85 3 - td 721 8 85 55! 4 J I 251951 6...15 €4 3 I - / +A 1 1/ __ ... ... _ ( ....._ WITH ADVANCED THREADFORMANCHORS TECHNOLOGY CHORS IS 1"- 14 1219517.5I6( I- 14172l9.58 6.5t 5 -• I- 1y112 1 Bi81b.5 t 13 99 65 S 135 14 112 i 10 8 65 5 i t4 12 yy B 65 5 4 jj 8.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BF. ENTIRELY EMBEDDED INTO THE.CONCRETE BLOCK.NO 14 12 10 9 B I - f/112 110 9 75145 lq 112 185I 7 55 4 i 77`` I.... EMBEDMENT INTO STUCCO SHALL BE.PERMITTED. 1 4-0-20 S.S. MACHINE SCREW USED SHAM BE 1 1/2"LONG MINIMUM SHOULD STUCCO B'_D 14 115'/5f 6 !4 I 1 14 11 7 (5.5 5 135 11T I 5 15 35 / f - EXIST AND 1"MINIMUM FORWA WITH 1 14112 a I65r15 1 11 1S BY!7 55 11 I 1411057551 6 4.5 L15 R NO STUCCO. 11.5 B5 551� I 14 12 B 7 6 451 i 14 11 7 SST45V35 - -_-, _ I j. ) 0.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-0 14 .12 10 f 9 7 5 -! 14 12 1 10 1 8 1 6 5 s 1- I N 172 1 B 18 S 4 (- ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 14 1053 1 5 351- 13 185 I65 5 4 3 f- l0 7.5 !a ]1'- NOTES 8.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 i 11175155' ;- I !- Id f.51 9 6 5 L !- 25i9.5 6 i 5 i 4 !4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, Ia!12;8 6.S S.S i 4 - !- 1J 1D6.51 5 !4 .._......_ •___,....._..._.._,........j..- 14_ 12{_9._j__5.4.51._...I.._...19^I70.51'7 15.5 ii.5 3.5!-i 14 1,12,1 10 1_-_I. !_ __ _ _. __ 51-, .- --_�-t _ (C) ANCHORS 511ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS µD SPECIFICATIONS OF T{E ANCHOR'S MANUFACTURER. t2_5RAI5..t...-...:...-._.I_.-...i.--1.7-.12_L_9...)_6.__45_(i((.'_�:._3.._.._-_:-. _9-1*7_14.5 t3:5.:._3L_-...1...-._l.. 14!10 1 7 1 I 14 a10.51'5.5 i451 1 St 8.51S5ja5 3.75E 1 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.C.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 951714.5 1 1 11115'75 6 51 f 12{9 i6�4514I 1 - 12'-0 14112 I10I I 1- I7 f 14 12 B �65 5 1 tf1310{65If,5 1_(_-) � E G I,TaNCe VFRS,,l�$_�4C�NG $CI� UJ„E FOjt_ANCtf.QRS; 115 BSia.S - I { tI 8 55. 1 3S� I- i 8 �6 (4 t3 !- - - _ .... _ 1.. ! { _1.�1...-__ M4%IMUM AtICLIDR SPACINGS ARE VALID FOR EDGE 0!STANCES INDICATED BELOW. FOR E.U.LESS IIVJI THE INDICATED.REDUCE.ANCHOR SPACING A _ 17.5!9 6 _-4- 13,s1.... .5!5 I- ,0.5 B 5 4 8Y MULTIPLYING P- t - - -t- - L I SPACING SHOWN ON SCHEDULE 6Y THE E LLUW!NO FACTORS. 9 ;8,5'- ! -j-1_-'� !1115i 7 t5.5)1.5 - ! - 11 i8.5 i5.5 4.51JS I- j- !- REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS 1HAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 121 (- I- I- j14 H1575 6 5 f ! 12i 918 4514 FACTOR .L.. L70 75 5 1 3 1 75 55 i< ] t- ACTUAL "- M,,....... TAPCON WITH ADVANCED 12 TAPPER + -t 19 6 :4.5 4 9 /^= EDGE TAPCON ALL POINT SOLID SET 3 f 1 1 i BLUE TAP W CAP! --.-i--.- ( THREADFORM TECHNOLOGY - - MIN.SPACING - 1- OICTAN a B T- 1- - - - - 1 95.65'SS - ,_.. '' f a E- _ CE -_.. __ ......._ ................................__,....._......_............... .>5 ...I. .T{ 3 S , L.......1- .II B.S. 5 L.._...........< 1 HV BLADE OR �' E.D. MIN.SPACING J' MIN.SPACING 3" lMIN.SPACING � 3 1 2 � �-��- 14 1 12 .,..I.._I...-....t_,-_...L_. 14:10.5!7 I5.5: - �- 1- I-.. .�1...!B. �S:5'4.5 _7- f- -... �^1 _.. T._..........__..........................._.....__._�....._HIN_-SPACING _J 3 3/4 1 4 14-0" 10 i71F- j- -i- 9 1 7 1 5{S S - 7 !5 3 5 j 3 --T E - t� H V BLADE W/ i•oURED CONCRETE& I POURED CONCRETE& }jfPOURED CONCRETE& 1$I tl ^!._..�.__j._ I 1118 5514.5.. ) �. � I6.5�a5� ....- t 1 - (1A1 HV WINDOW CO CR TE 63 CK µVI ED. J 1%2Ei MONO' 2�1 > CMNCFLL.E3 LOCK I CONCRETEMN ED.BLOCK ,MPONP��3A1R�7'C MWrEDE2F3L07/02f' 75 ! �( -t2 9 6 1 ( 951 7 I43 3" 10 090 1-0 079 ! .1,0 .1.. 094 ,0 1q ( ((( 3 10 65 I- OS 8 s BLADE WORKING ..1 15-0 9 1 S 65 4 I i. I 65. s .3 1. I..... 2 1/2 ..-....._ :081 10 ........._ 067... ...10 of i i 05B Bs 6 <.,. _ i IN UNISON 2.... L.. �..._. ._._ os, .. 7 i 1 9 6.5 45 f E- 1 1 3/4' V.l I_ 091 L ` _---_ 16'-D 18 I ..I {{ i, ..5 .5. 6 ._ 1 1 10 7.5 5 1 3. E .... .-__._._ ...._._........ �......_..__._ _- __..____...._... .... .... .._.. O.� .._.... __............ - 1 1/2" 0.35 - 0.35 9. 17 s-!_ - != C='B t'1 1 4 FLORIDA BUILDING CODE(Non Hlgn Velocity Hurricane Zone; \\,0�1 QI III)n y XV 02020 EASTERN METAL SUPPLY, INC..._..__-.. ,{)� p IJT020 RLTECO.INC. ;'.a.•' EI' cF'• �'--, �T:� BERTHA HV Accordion Shutter System c..._ C 0 I Ps c. fe ■ a No.44!67 < '-` RV. BLADE #1 W/OR W/O RV.WINDOW BLADE c r._..__._....:._._ American Shutter Systems -_....._._......._......._....___._.,--__-- __... 'EV.Na pESCPIPTION * / s TILLIT TESTING & ENGINEERING COMPANY ____.,..,,,,_! ante ORFn'N BY: 9.P 2Q7r2�' Association, Inc. 1 !oL0177-107 z zozi ATE: 7 z zozo o' STATE 3F r '_ / 6355 H.W.J6W St,Ste.JOS.MRCwP GAR0Erv5,PLORIG JAI' / // ��•. {,.4 Ph- ( 5)871-1530.Fox:(30)R71-1531 4266 W'estroads Drive ,...z ...............•._...._.,.....,.-_- D G -'.�i4`'• '`COf111F •' �'�`� 4-mmu:Nne,:omoml.�om 5 West Palm Beach, FL 33407 "-� '_\ , ---'DRAWING N CA-000e71g .._..._.-.'.._.........-..............-..._..........._-.....-.........---� 20-164 '�Fs''•••••• ••','�"` VIAL7ER A T:LLIT Jr.P.E. 1 I ........__..........__..-___.._,_...__- �7j/A SINNA'. \\ FLORIDA Lic.(%4d167 - 5 . } fS 77rrunNll POE EAL/SIGNATURE/UATE - -'--._......................_.......i................... �H13 OF 20 - 6 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FORA GIVEN MAX, SHtyT-rEg spAN- A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR Cr)NCR= OR CONCRETE BLOCK INSTAILNTIONS (SEE IAOuNnNGs 1,J,K&L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE MOCK Q)WAILK OVER I 6111,11RE ANCHORS SPACING LFGEN.0"N'J'�_(f QRAJNGUARD MOUNTING @WALL/FLOOR MOUNTING: OL WALL/WALK OVER MOUNTING ASA DUMN NEG&M PRWIR EE &dDM�iiaTk h6kii RAIINS.(W��S.D.DCZN TAPCON TAPCO OR C.E.D' W -�HVII.L 36 401601- - 166]365 6: 75 9 0 1120-160,205 30.401 60 !1 kDN WITH THRE, FORM TECHNOLOGY 14 t2 3'-0" Ti-1 If I'�.j Ti- 9.5 1 7 7 1 7 i 7 7 7 q j 1.2 12 7 %R LESS IV r _!�. __ _Z_ -1 4 5 ?.:i: -E i 1.9 6 12�12jj� 5 131-LiiE iiP 12 f!2 I IQ i 9 1 a 1 12 112 7 '7 7 7 7 1 7 1 7 7 5 'E"t 5 1 5 i S I 5 14 1.5 J 8 6 12 TAPPER..... _112i'.? 12 V:s+!.�-�.165 LA..1 1.2_1 7 5.5 1 4 5 5 4 ....... 10 9 iii-i-rTKI 12 j 12 ;-5 -s 7 Y S 4'-0" T'!'Y 5 1 14 12 10 I a 7 i+i- i" �.A.�-A. i LI�il 7 7 5.5 .14 1; R'd-i.Y.S.5 4 Y 1-7 i7 7 5 5 1 5 5 4 12 12 112 5 7 j.7 1 12 0 - -1-g* '2*1 7.t�.S--.4... 3 i 6 S 12 110 ;75 55 4 7 7 7 7 7 T t!12 110 9 8 8 6 IS 'i 12 112. .:::.71-11 -FLI-2 TJ Fl.� 9.5 1 ' 1 1+8 '6 14.5 1- 7 1 7 1 7 J 7 7 �5 4 S.5 5 1 5 is 5 4.. F* 'rlE _15-5..l� 7_1 5 3.5 1--, 14 12 10 9 1 G 6 12 02 114i 9 1 3. 7 S'E ANCHOR i8 ?.5 7 7 12 4.5 -S 7 1,7 j.7 5 1 5 5 5 1 5 N 6'-0 j7 7_ ON SPEC(.(CATIONS I 1�2. 8 4-S*'!' 7 7 ........ J'a I Ii 1 _iF 1 7 1 7 1 7 6 6 12 12 -6 67791 i'71 7 1 I a 6.5 7 j Y 6 4.5 1- -5-1..14 5 i5 4 1 1 12 i .6.5 i'� 7 1 7 15.5 14 1- i 5 1 5 is 1. ..j +!��.;10!q -1. . !.y 4 -E 7 4 !2�19 J.� 1.2j 7 1 6 5 is 15 7'-0' 4 1;[iq. 9 i2l 0. F 6 5 2 9 8 a 7- 7 5 4 1 11 1 10 6 .6 12.8.5 j 7 15.5 i 4 !- - I " 2 5 5 5 5 0 VALID ONLY FOR UP TO +70, -75 -,--' w . -j 5]Ir 7 1.!2 10 1 9 1 8 1 0 L6 j 5 14. �7 L;12 185 1 7 _7 11.5 1 3 PSF A.S.D DESIGN PRESSURE I,_()- 1+�'j!2 1 1- 12 :12 10.5t7.5 1 6 4.5 j 3�..s jQ_1 1 !_8 �-Q-1 1-1-1--1--... 1.S.+ . - 7 'qj9j. 1 Pg .................1 1+ . RATING & FOR SPANS PER i4 112 _1'4�j 7'!J'Al 7 ............ 5 5 5 4 3 ' SHEET 11 4 12 lo 1 9 a I a 1 6 i.- 12 i II i7.51 6 1 5 Q.75s 7 7 zY.5-;6 14'.5 14 12 1 0 9 8 1 6 12 1 5175 1 6 1 5 35 1- 7 7 5. 4 1- 3 9. i4............................ -0. 112 10 9 jt 7 5 5' 5 15 5 ............ �6.� iw I-1 1.2 - -W- ifi - - -- - A.- a !.4 3.5 ............... 7 4- 4 12 10 1 9 1 8 8 12 10 16.5 1 5 14.5 1- 7 7 1 7 1- 5 5 87 1-67 4- 14 11 L�JW7 15!5 V 7. ........................ _O"14.12 1+ 12 11 .5 1 6 5 311 4-5 14 5 LIL..P JA 1-7-1. 4.5 I4V13.5 .3 - -7-;-7- A-AJEZ7-i J.7 -Z:-f �7 17 1 5 110 9 1 8 8 S' 7 6 14 t2 rr.'.IS i 5 1 4 1 1 A. 7 7 .4 7 ? [E !+.! ............. ........................-... 1.5 - .7- , - 12 10: .5 5 -.14 14 .12 7 7 !:p .. - 5 _.L _1+�_Jj.�_!jj f:7 ..........- A 14 1!1 110 9 0 8 11 8 1 4 1- j i- 7 - I i - 5 5 1 5 5 4.5 !4'12 0 7 5 H V BLADE ONLY I J 1'�' -it 7 :7 1 i -3- -, ,+i........... 12 9.5 16.5 5 1 4 12'-0"" I I............................ 7:: -91-i 1.1_4 14 l72 '16, 7 17 . I - 7 1 7 6 10!7.5 5 1 4 14 p2 9 a 1- 10.5!8 1 5 1.4 13.5 1, 7 16.5!,.s!zz 5 14-5 .......... 1-7- 7 7 13 07.1 14 12 i10 9 1 B I- S' ii .....j_7 7 7 i 5 4 1 5-�-4-!'3 1-7 1.z.- i12 's-i 5 i4.5 4 1-T jr : �.s il 14.5 1�1.751- I--1 j 12 L�:1 j _1_7 ..J-t- .7 7_ 14 0 t'h'5:54 14 7 1�s 7 !To 7 7 5 14 J. 14 i2�Ii 1 IQ 9 8.5 16.5 4 l?1........7-1.7 :. .........- 7 1.1 Z.5.j_-_ 5 1 5 i315 3 1 ti 12 10 11 -I................-&I-S-1--.-I- 7 S-J 34.5;3 4.5 XS 6 4 7 ------ 14'.11?PO 5 5 ........... 14 1 -J� ..... 7 .''li . 5 5+?+1 7 j J'.]7A 14 12 7 165 i I .5 5 4 13:S 14 12:.10 f,7--1 7 14f,i- f FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 02020 TILTECO.WC. Q 2020 EASTERN METAL suppLy. iNc. BERTHAW Im \-\CEN Accordion Shutter System ZMLI �-c A.S.S.All KY. RADE#1 W1 OR W/o Rv. WNDOW aAX No.44167 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Ev. DESCRIPTION_ DATE i DRAWN OY: M.P OLD 17-107 STATE F 63,55 NX 35th.St..$It.305,�IRGI-C.DoNS,"Ri�331f.t Association, Inc. -7/2/2626- .f. Ph-. (305)871-1530.F..:(305)871-153, 4268 Westroods Drive W Pol ni Beach, FL 33407 DRAWING No West 20- CA-000671 WAER A.TILUT J9 ,,P.C. 4 ---------- 164 ON AL RJOA Lic.6 44167 5 kkWl SEAL/SIGNATURE/DATE FLOLT 6 ................. 14 OF 20 EET MAXIMUM A S D. DESIGN PRESSURE RATING (p a f) AND CORRESPONDING MAXIMUM ANCHOR SPACING ('n.) SCHEDU F FAIR A r,NEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRFSSURE RQNQAND A CORRESPONDING MOUNTING TYP (SEE MOUNTINGS ON SHEETS 16& 17). !E3 L-J B �EE3;-T F R E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH F`N 7I , SPRUCE PINE SPRUCE PINE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=O.43 W/ MIN. G=0.36 1/PLYWOOD DX DOuc1AS"FIR W%55 FIR NORTH FIR SOUTH MAXIMUM MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 saw(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & 0 S &V S &V S & V ?R901 IEWM:REWIRE RM W) S6 A901 N WM PRMK KIN W)3D.MIN NI'AM Ra19FS Fi,]1G(4 Sa WI HG1M R M PARS WI M DM IEGTAE KIMUR RUM((0)ISD CEXX KXK A13M MTG W).519M ICwn,E RENK PATIO rm) S Q201&-CMM:Aria M96(T-I.:._0 RGWRE f 3 K am,M ,_2 ava wnd"CaR PAN(4 30 140 60175 i90 105 30 j40 160175 t90 :OS 30 140 60 75!90 105 )0 I40 160 75:'90 is05 30€40 16075 :90�'OS 30140 60175 190 1OS 30�40 1 60 75?9G 1105 JO'-40 1 60175:90^,CS SD 40°60�75 90^OS 30!40 60,75.9p;t05 1•-0"OR LESS 12 10!1 D 19 i 8 i 8 6 1 6 fi,G 6 1 6 12`10 10'S i b i e 6 6 6 fi !6 !6 7 2 10!10 9 i 8 {e 6 (6 fi 6 :6 '6 6 .5 4 1 4 4 } 12'i 12 112!12<12'12 12:12 12 12'12 12 :t 2 .12 12 10;1079 I8 B 6 )6 616 6 16 12;10 10 9 j-a ' 6 -6 1 6 6 t6 6 12 Ii0�10 9 8 8 6 6�) 6I6 :6 -8 6 ?5 q)4-'q�J 12{12712 -?!_ ..I:;�_._€......„, 2 2112.�12 ___.. .__I.._.,_._., ........... ... . .,.._ ...._ ,.__-_. .. .:...{.. ... ..`. ..... .... i f.. .....: 2 2! 2..;.1.....11? t i 12 I 112 I f 12 12..1 2,12 !12 12 10.... s p" 12 110;10 9 B fi 5 .6 7 6 6;6 5 5 4 5 12�10 10 j 9"8 ?5 6 6 ) 6 5 5 4.5 12 €10 1 10 9 '6 €S.S b j 6 �b t 6i5 4.5 fi 15 l 4 4 '3.5 - 12 112 12 112 112)1„ i 2 112 12 1 12. 12 112 12 12 12 12 10 8.5 _...._7 0 12.110 L.01_9... 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EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.16(N.D.S.) 2.ANCHORS TO HOLLOW CEILING SHALL DE AS PER MOUNTING THE U.SHEET 17 AND SHALL CONSIST OF -MIN.1/2'COX PLYWOOD(1966 APA) LAG SCREWS AS PER NOS 2010 SPECIFICATIONS. 4,ANCHORS SHALL BE INSTALLED FOLLOWING'ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricone Zane' UN11LL1I11 iilA 11202C TILTECO,INC, 02020 FASiFRN METAI. SUPPLY, INC. `.,��0� p:T: BERTHA HVTM `.�Q.• EN o N� Accordion Shutter System �� American Shutter S stems KV' �� #1 W/OR W/0►LV. WINDCAI'BLADE TILLIT TESTING & ENGINEERING COMPANY Y KV.M DESCRIPTION DATE DRAWN BY: MI.P 1115 N.W.1111,St.,She,301,TIRCINIA GARDENS,110RIDA 1116( Association, Inc. 1 OLD 17-107 7/2/202!;UA7Et 7/2/2020 's ,at• Phone:(305)871--1530.Fo°:(305)871-1531 4268 Westroods Drive 2 �P :/ e- A:hneco4vea.- West Palm Beach, FL 33407 3 DRAWING No I'll x W'ALTER A.TILLR Jr.P.E. 4 20-1 64 �u S(QN �� FLDRIGA U..#44167 5 SHEET AnA, LGS 4EA_/SIGNATURE/DA1E 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR ( J HV & U) HV+ BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ONLY SHALL ` f;-WALL FNISH BE LIMITED TO 105 0 psf A.S.D. DESIGN PRESSURE_RATING, SEE SHEET 19. FOR MAX SPAN & s....t/4 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE)& lA� WORKING IN UNISON ¢TAPCON OR ' TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY I - T' F. I i` W/ 1 1/2'Min. PENETRATION y- 7 I ---T PCO/411TH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/ 1 1 2'Min.PENETRATION OF THREADED PRFA TO EXISTING '_ """""""_ .__..... i r - EXISTING WOOD HEADER. ... 1 ..-.._ I WOOD HEADER. (SEE SCHEDULE ON SHEET 15) MN'SEPARATION SEE SCHEDULE ON SWEET 15 I TO GUt1S SEE ( ) t II j ! 1/a'¢-20x3/4"S.S.MACHINE tSWEET G EDU E ON I! 1 r kl1'U.klllCkt�\1�` 11.� i _7 2:OR f _...1 R 1 8 SCREWS W/ 1/4`-20 NUTS {—11 FOR E5!•Lk(1)AND.. . a� k I I.,-1l .i.•' �✓ $ I t ! �! >'( I'Min:; E 12"O.C. @ ON SKEET 19 FIXt Xliltltlri l ll I:U___. EXISTING k HADES 6)A Q, GLASS-- - -{ I i 7 (v I ! . ....._.._.._............ I a..b{ wmsHt fr I { OPTIONAL I � Sl j Its�JP( t Z�4.v ..il ..I TALL I 'L_,._eL_JJ 3 I 6ii( I � EXISTING MIN. FINISH 2 za Waco 1 �. .++1'OR 1 • L�.�� t E%ISTING MIN. !' --12:a 1� HEADER REQUIRED I I•' .,,� II II !^s t '--2'x4' W'oe0 II { °t t 1j"¢ LAPCON OR TAPCON WITH ADVANCED EXSTINC I I HEADER REQUIRED p 1 I l i s NUN.SEPARATION THREADFORM TECHNOLOGY W/ 1 1 2" CLASS—( TQ GLASS(SEE Min. PENETRATION OF THREADED AREA/TO SCHEDULE ON SALT x MIN.SEPARATION TO CLASS T I EXISTING WOOL)HEADER 11 FOR MADE(ClAND ( ! f cXC�^o—y (SEE SCHEDULE ON SHEET 11) ( ( 1{S{ ,♦, (SEE SCHEDULE ON'SHEET 15) CN SHEET 19 FOR I k i 111! €{ Buo i(7h�f11 k t : l; ...u,.,�. S 1 .... 1+._.-�. ,I._.! t \, 2•x4"CONT. SILT. ......._-. l� .,�_:. ..____..__....._.. ___._._._ -_....-,.. ...... 1 PLAT? REO'D. 1�T. ON WALL HEADIEUNSTALLATION 1 �HV WALL SSTALLATLQN �M HV WALL HEADER INST9.1:: L0_.1{ _� ___...._..,._............... ILL IN � E%iSTINC ..___......_.._.........._._ .:.,, ."-„...,- { G I ....... I.{ ..........NIN.SEPARATION T._. i.. MIN.SEPARATION TO GLASS I i I 55--y - (� (SEE SCHEUUL-ON SHEET 11 '" -'-D LAIN. SEPARATION4 TO GLASS ! I!. I J EXISTING (SEE SCHEDULE ON SHEET 11)" �.1 i .1 EXISTING ) I 1 2'x4"CONT-t(SEE SCHEDULE ON SHEET i l) 4 !I j CLASS GIASS l WOOD PLAIE rL.: }M; I I { 5 ( b REO'D. ( I, ; (-.I i h t { 1/<b-2az3/a'S.S. i I L((... USING MACHINE SCREWS L _ } II .�� •fAACHI.NE SCREWS W T ti�i L 1/q"-20 NUTS I 111.� ^WALL j ) I 1/4'-20 NUTS m I'1'•-y h;' -- 4 I 1 ® 72"O.C. fT�'� ---- �S !O.C. /`):::!n^I i I r:'`7{OR 18 I L ..1 S oRll r- '17 uN 18 1..., j� F' 13roR'15T \,.i 2'x4"CCNT I } E I © { �LM1 WOOD PLAT j I t .1tX11XXllklt 11 EQ--rC } ! : REQ'D. T } 3 € { 3 I Min. !I... - 1 M'n. _- t.. a T 4_ - 1/"0'APCON OR TAPCON WITH ADVANCED ;J 4 I THREADFORM TECHNOLOGY W/ 1 1/2' 2'x4 CONE I ? Min.PENETRATION OF THREADED AREA TO 1S { { !I 1/4¢TAPCON OR iAPCON WITH ADVA14CEU i k i 4( I SILL PLATE. EXISTING WOOD HEADER. I S k { THREADFORM TECHNOLOGY W/ 1/2" _....1_I yl.t!x._.-dl.._ 1 ¢TAPf.ON OR N() I I I MO.PENETRATION OF THREADED AREA INTO PLYwoou t {' T CON WITH ADVANCED I-SEC SHEET 4 FOR TYPICAL I ? ti REQ;D. I (SEE SCHEDULE.ON SHEET 15) n. SEC SCHEDULE ON SHEET 15' `. I2'MIN.CDT\ ThIRFADFORIJ TECHNOLOGY SHLIITER ASSEMBLY. _....1.,� L..�.._a..,r:_E!..,...,.e.. WALL FINISH .( ( 1 EXISTING MIN. j'x4' 1 PL OOG REOb.FINISH_ W'/1/2"Min.PENETRATION OF 2-MOUNTIrvG SECTIONS CAN BE ` 1 STUDS ® 16"O.C.MAX. i I THREADED AREA.INTO PLYWOOD COMBINED IN ANY WAY TO =•1/2'MIN.COX PLYWOOD REQ'D. REG'D. PLYWOOD TO BE WA1 FIN!SH--- (SEE SCHEDULE ON SHEET 15) ! SUIT ANY INSTALLATION. HV WALL SILL-INSTALLATION EXISTING MIN.2"x4"STUDS 0 16"O.C.MAX.RF,O'C. ATTACHED TO STUDS IN J PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH r------ WITH SECION 2708 OF THE F.B.C. SECTION 2308 OF THE HV WALL SILL IySTA LA ION I S''E LIM ARCN�OF U E OF F.9.C. {{ BLADE�A ON SHEET 19�HV WALL SILL INSTALLATION t —_ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, u1 m T 02020 7iLTECO,INC. ©2020 EASTERN'IfTAL SUPPLY, INC. � THA y L E C Accordion Shutter's/ stem No.441 i::i__-`. -� r . m' ITV. BLADE#1 W/OR W/O H.V.WNDOW BLADE TILLIT TESTING k ENGINEERING American Shutter Systems -_-- K r-F I .ES_Npl'`— DESCRIPNO11 __.. RING COMPANY a __ �_DATE ORSWN 6Y: M.P ok• STATE.DI y` 6J55 N.W.J6:n.St.,Sle.Y4,NROINU GAgpENS, ipPIW S]ICF ASSOCIatlOnr Inc. - 7 I OLD 17-107 /2/202C DA?E: 7/2/2020 ��'•, F. �t•� t Pnone:(305)871-1530.F¢.:(3os)aT1-1531 4268 Westroods Drive '—'-- • e-main UO.Ceoem.C¢rn -, - .-.- •-. DRAWING No �,e•.• �ORlO '•••. .` _ W'est Palm Beach, FL 33407 �'�}' �"""' _..__....-.-.. 20-164 �,FSS'•...... \l',:.. ..... WALTE A.OTOO6i I fir.F.E. 4 !� TONAL ,\!�•` -... _. zz 7ltuuuull VU�t. SEAL/SIGNATURE/DATE FLORIDA uC.p n4tB2 6 1__......_...._I SHEET 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR d• HV#—BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(i)ONLY ;..WALL FINISH SHALL BE LIMITED TO 105.0 osf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX 1/4-0 TAPCON 0 SPAN &. DESIGN LOAD FOR INSTALLATION WITH BLADE(1)& s1A) WORKING IN UNISON TA-CON WITH ADVANCED 4'z8"(Min.)EXISTING EO - j 'rHREADFORM. TECHNOLOGY WOOD SFAAt REOUIR D I ' } L % I I/2"MIn. PENETRATION TRTURAL ADEQUACY J (•� 1 -:EDGE(IF APPLICABLE THRFMED AREA TO 1 4'¢-20x3 4"S,S. CF E% IWOCU7t )ISTING WOOD HEADER. I" PHIWPS TRUSS HEAD TO BE CERTIFlBY .eMin. MACHLNE SCREWSARC i r„a e:..E'e SCHEDULE ON SHEET 15) / REGISTERED ENGINEER Uk1 g =-LQFO o 12"p•p2C NUTS SNUirE'Tt INSTALLATION. •^"^- I PRIOR TO EXI TING .' .1 2 C' 74' EO r T EO { I/[ �' .,'.:.----- /_� rhrs ER 5 OROD - D.C.REQUIRED t �f'� a.TttRtSC ttt I a (� l t_...__.,j oR 15 1/4.0 TAPCON OR ^• / _ y..:=...._.............._ � I. TAPCON WITH ADVANCED .......¢ t ---� ... EXISTING SOFFIT .257- THREADFORM TECHNOLOGY �- 3 Max. W/ 1 1/2-M'n.PENETRATON (r` r� 3 �3/4"Max.THK. OF THREA<rE0 AREA TO EO EO 514 3/4 I r El OPTIONAL '�{ EXISITNG WDOG HEADER. I /��} .1.5 �.�..__ ti IS t "_,____..,.... ___.,_.:1'x4'xt/8'CONT.ALUM.TUBE (SEE SCHEDULE ON SHEET 15) - - ---•-Y m}6,O.C. I o• 1 r...� (3)5/ T6 ALLOY)RE 1 ,I Y 1V !-'__._____ 1 or 13 or 15 I g -;I 1)or 13 or 15 5 1G"0 c SCREWS To LL�I Jet . f 1 ,II ( I}-, I I fl y 11 i oc ieAur scRHcTRUSS. s r 0 EXISTING IN 2'x4' II I� „�1\ �•` 'iif ✓t (I {,}} EXISnNr--II: HEADER REU'b {'I I �..i I j L I \' UIDWIDTH OF EXISTING WOOD 111 G �S l.—,....�r_(i. GLASS MIN SEPARATION TO GLASS 1 t I OPEN MOLE AT EACH 1. 't 1 t"- MEMBER.(2•'Min, NOMINAL 9 (SEE SCHEDULE ON SHEET 11)`-"- ( I EXISTING I :.-� STUD TO ACCEPT - I44�7 WIDTH)W/2'Min. GLASS— 5/16"0 LAG SCREWI� ( PENETRATION OF THREADED yy I AREA VALID FOR _...... _..... ...:._...... _......w..._,..,..»...__....r 9........ ..., .. .�_ ) I: E s AT CENTER OF TUBE. T . III N AUAnCHS WITH 72psE OSv Mw.gpq gtlpN ( il: t' I MAX.A.S.D.DESIGN LOAD AND UV_WALL HEADER INSTALLATION ro«�(STE g EXISTING j WN 9LrNAnm B'-o'MAX. PAN rws --- _I "..T. D,AE°H 'Fi n GLASS--- Ta sass(sr I . 17 FOR EVOE Ixl )E 1 �� • =dE�UIL a S"ET j I INSTALLATION IS ONLY VP410 & ffq I. 1 M 9iTLT 79 TOR IT 1.1 OR � -(11 fVR RILE Q)N+D 1"'1 FOR WOOD 1Y/MIN. SPECIFIC i EE it SHEET 4 FOft 1YPICgi,SHUTTER ASSCN0L7 E3A0F5(Dh QAj CY!9YET 19 F(Xt ``' GRA147Y OF 0.50 AS DOUGLAS I2-MOUNTING SECTIONS CAN 8E COMBINED �� R e°) I QR �• rIR OR SOUTHERN PINE No. 2, �T;HV CEILING .INSTALLATION - -' r'-' a(('.......t/ OR EODA.IN ANY NAY TO SNIT ANC'INSTALLATION.COMBINED N _._...._.. n._—.__"-- N INSTALLATION ._..r i MOn u�Es(tom ....__..>fi___.'_;.I ....__�^QR ,(1• CEILING _.2t. ... V HV CEI j ___. 1...._....... AI1N SEPARATION TO GLASS I )I _J`'�-DAE a 9&i ( i s I x I SEPARATION -(SEE SCHEDULE ON SHEET 11) F (: 1-XISTENC I1 Fa"O,N,p I(. I (i - I EN 9EET 19 FTxi t }I II EXISTING ( 1'(l GLASS 3 TO GLASS I I E g ....... 1) \IAa57a1' I: I SEE SCHEDULE I I I ..L.1� CLASS 5 (..II, _ Lu. (il ON SHEET II)�{IIff1}N('II I I i I {l WALL' _ I!, I ALTERNAT' I ...._..1 ,ANCHOR - FIN SM t I ~- O 'LOCATION \�JI � .. „{ ' I I ItF EXISTING L..-• i, I I i I - —7 T7.".._,. I 4 3/6 I ulN cuss- I -'----1� e..� 1 4' .._ ...__ nII W10 FR4•LEAD ��tI 6 7 -�_ I ` 3/e M01 AS . M TEK '! III �..N"�T 16 .2'x6'MIN.WOOD �_.�1 I ••31OR K1 2'z6'MIN MOOD' I•. \ _ SCREWS 11 12"o.c ,!jL'�! ( (NO FINISH EU DECK RE.OUIRED(NO r--'-- ` _ FINISH AI LOWED) ALLOWED) a ,._ etkttulnl'a i;, 19l Ep.� ! - _ -EDGE „ ¢ ry,._i EDGE CF DECK-'I - .� OF IF APPLICABLE l I 1/a'0-zox3/a'S.S. ¢- L, �...:'- APPJCABLE IF Ar PLICAH!_ t ;- 1/4'o TAPCON OR -M.n.-.l PMILLIPS TRUSS HEAD 1 rS, DECK I.c ; F DECK i 2 x4'CUNT It I TAPCON WITH ADVANCED MACHINE.SCREWS ,_.... _._.....« ..._-.,...,_. ;SILL PLATE THREADFORM TECHNOLOGY N/ 1/4"-20 NUTS _. ✓ """"' 1/4.0 TAPCON OR TAPCON WITH AiVANCED -� : W/ t 1/2"N.M. PENETRATION Ey 12•D.C. 1/4°0 TAPCON OR TAPCON WITH ADVANCED THREADFORM..< , 2 1 1/2"Mn -'2"MIN. �RE0:0. �I` OF THREADED AREA TO TECHNOLOGY W/t I/2'Mfn. PENETRATON OF THREAL`Ep -"'— A{Ih,--I PENETRATION ON OF THREADED „_?,_ "EXISTING WOOD HEADER. AREA TO F.X:Si IN'.WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHED TO EXISTING ULE ON,SHEET WOOD HEADER. (SEE ---------�I (SEE SCHEDULE ON SHEET 15) ! • 9 E(_LIMITATIONS of USE FOR Xj HV WALK-OVER INST ELATION 151 HV WALL SILL INSTALLATION I BADE.IA ON SHEET 19 *W}HV FLOOR INST CATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' �� 111ilittltj 02020 TLTECO.I NC. ©2020 EASTERN METAL SUPPLY, INC. i �CENS.` �P°% � BERTTHA �VTrt ��LE �0 ,,4�. Accordion.Shutter System No.4411 7(•:,�- : — g a ® /�1 w/cR w/o KV.W1rDav BLAB KV. American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Association, T='n DESCRIPTION _ DATE DRAWN BY: M.P n ? o'. STATE 0` / usss N.W.35In.St..s1..3m,vRGNu wJ DENs,RomaA 331e! Inc. OLD 17-107 7/2/2020 LUTE: 7/2/20z0 �7•., Q�,,, Phonn:(305)871-1530.Fax:(305)871-1531 4268 Weslroods Drive '-z*' 026 %�,c•'• 0RIO' i acooaOI.com..••�ta{`•`�.� e-moiG10 West POIm Beach, FL 33407 s """" DRAWING No _ ''// S�uONAt�"\\�♦ N'FLOTERRI A WEER Jr.P.E. '-4 ...._.-....__ )--y 20-164 DA ''FTu PqL'. SEAL/SIGNATURE/DATE 5 _,"....._...._......... 'SHF[7 unnH END INSTALLATIONS 0, HV BLADE OR A) WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2•.1'NW.WOOD _ T— f MM REQ%), 2 1'WN.WDOD / :. / 1 STUDS REO.O. WOOD STUDS..., \ \ 1/•/iAPCtlN (As IfPOCl9:� I t J\ /i-� Nclwa o s'oc. \ t _ r -'.,-�•.i,'/ i ' z'.a-Wn. w//1 1/]'Ylx. \ .I - ..WOOD SIDS. E \ / PtNFIRATKW wi0 jj i--T, , �i4 I (ws.wl'uCWLE) FlnISN) I \V %2DI WEIRanON I,_,�I 1l pIS1WC C1A56....• I �+/ 0 IJz'co INDx _ I I I I I :7 FliJLL L. /...E3VSTwG CLASS -'O(FaI II \ /f+.�ro\\I r• �. J ?t - �r �( SI r t1 N:cLA55 Cl/SS EXISTING S I � � F. �I t ��'f`... �s ( I IJz•uw.cox t \ f�l� L _7 -� 6 .I/Ec�:a+i. • I�i��_. uN sTxw 1/2'uw.CO. - NN ( - i•_ P.rWom. Y * ro aAss(� �'.. mml.E ar+(�slec-r V - TO 0A4 SE lii FOR dODE NRO I--^ .• 6:. IJ 6 ] N t ( I Hh21 MD ^"•--' _ 0— OR SUT 19 ITYt (GUE]i6)CfINT VUH 1/2 WN CO° W SM:LE 19 GOi -'� I1 RN 9An:NN•✓J 1/2� DA06®k�A LA CIOSEi ......_ __PLYAiYJO.. QALESNL(/�7 WNL J li .... OR 19 101:19EE1 9NNO __...._ 1 2'WN, VI,\lE.(IOCAIE 1/2 7 - . I: 1 ;/3 AT ERNLR SIDE ..... .... OF \_/10•I/:• ........ �f -...._.............._..........."..__:............__..,.,._I. .............................. os D.c, kloa/Y s.us.....:/ f !__ L•I :Jr•___ rrnrvlYlam�q.z-.I }o•_z• _— .S .... [ w w.'T 4 _ ...... leaoa-la I•io»IT i \.Ins; ,.. 5 I ----I 4. ul floes/r �\.. • u�V•:iMC6N5 Nlctt.Tf t 130R �" rw 5�[ >.x 0 f.: Omw smc oLf`fi1 —,--I ( DE DONNECIUN I I fl j :I OR ADOI - a ME z FOR-•- I Oq Vy' ;0 TRAC"M1$ i i _ y - SL DEAL X FOR S--�--%--'TO TRKKS _.......... _t.____.: ,,, ,)~y"la.(�.�.�').�p"��- SIDE CCNNLI,TF7N R�•CS-(6}Z✓.-�BJ.LI.�,�•: y-CS-U'C7 C/to -/ SIDE CTO TRA SS f 4._ y•�aC�Q liJ 1� : ;•TQ-rJ Q4 i$- go.�,.Q Q�-p�J Ci• To wuNs. ySa�:.• CT.�9. C 07 -0r@-7 C3-^�0- p ©O 07 aT•©0 tiy• ��•Cl-63 C� ;•G�- ©•(?)•C19 06-0•C�- 9.-0, C3•C�-OO•t>)- a.3-\(9 t's,.©. . C -C? - a C�•!a-(9-&-O•@- v.y�:ae�.Caas�.Q •ad. .E�-tip O•�-�•Cs.��•(i END CONNECTION DETAIL(7) END CONNECTION DETALI n END CONNECTION DETALI 09 ENDI.CONNECTION DETAIL Q(1 "— /�CVSS CRNV,RED ON-T FDR SIN -___�S GFGIEN'ww�1-a', SlUD9 R=0• :'1/1Y;FPtON.WCNGPS 1/1'0 TFPCDN ANCIID'xY:.. /ID<1J2•S.N.S.., �. w/, /2•uv. W/ 1 EYISitNC CU55 CET RCN G 12.OC. VW i ..oft] ,D ®16 DG ( ` 141i t—_�,_T^•-- d E N 0 ux yy vnn+ t 1 •uw. TsamA�i'ttl 9tFT 1 _ 41- ! ♦ SEE LIMIiAEIONS OF USE FOR I ?z a Frn a.�E t)Nu 4 r y— \ LADE Q�ON SHE 19 ITF�w�wNero i " l \ r tl _.L� t 5 -exrs(Dleo.i�rj :z<_ .a'. .� _..-....-__._ ._ D`!91Q.T IB FCR _�.•...... Al u\tulrit �: 11, rrurr(rru zI� } L� ° I .....I D `.. f J C;cn�cR E.� i z. f i _'"'___::.._.....- .qr.. ...._..... ORt'3'DRI CR6 - >. L/Dq') f \I i I _ X tq I _ - 3 tlj OR 16� ,� ' �ti.: i6�cNr81lcR�):r•R/'�� m 3.4 • WNL RWN YIEW 2.1 Nw.xroDo� wu 4 -Ci-:6)•TO•CeJ •63• 'a STUDS nE0'U. ` iWISN'-� •' PLAN O.rJ Ci-©,(7)- ©y) Lj-©C7 Cs •@-Cs•�-re:•�. O•C�-�•Cs-e�•C3� END CONNECTION DETAIL I11 i DETAIL_Y 1 i END CONNECTION DETAIL'12 FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone; 02020 TILTECO,INC. U2020 EASTERN METAL SUPPLY, INC. c��P•''�,�CENS+ '.;may'% _._...-_.._ �ER"fN�► ��/ ` No.4416r. System ' ~y 11i,R1G\. o ,kc. _.r r,. r ■ r ® RV. els)E#1 w/OR w/o Lev. Wrmow STATE OF ' American Shutter Systems - --•/ TILLIT TESTING & ENGINEERING COMPANY ♦ E°NPj IPtIDN DATE 'DRAWN 6Y: IMP '2^a �'':L? U 6355 N.W.]6th.St..Sle.JDS,WtGw'A OORDENS.FLORIDA 3316+ A$$eCie110nI Inc. OLD t7-107 - -,,OT•. F[ '�i%zoz: DATE: 7/2/2020` � •., ORIO ,•'��s f Phone:(305)871-1530,rtl.:(SG5)B7t=1S71 4208 Westroods Oeive z I - e-mtla:Gl;ecoaee!.com --- DRAWING No �/ s%•••.••••, G d\\ CA-o006719 West Pal Beach, FL 33407 ] ......... ..... ....... 20_ 64 /. NNAL E v` ///tGllll111ll llll \\ 'NlrkA. ,.N Jr.P.F. ._...�, FLORIDAFURI lic•N 44167 P.E. SEAL/SIGNATURE/DATE _' __.._.....-..._....,......-_..__,SHEET 6 18 OF 20 �41 UMMKflONS AND CONrIT1ON9 QE MSF FOR RFRTHA 2 1), W RIADIF A(rQRQ ON SHUMfl,�caM W0gKINr JtL M WITH HV WINI A pri U,fyk U, 0> 0 i 0 1.MAX.A.S.D.DESIGN PRESSURE RATING:.I 10,- I I q 2.MAX.SHUTTER SPAN:96^ 3.ALLOWED MOUNTINGS:A,D.G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M,0,T,U&W ON SHEETS 16&17. �41.q5 4 ONLY CENTERMATES 3OTH W/ 0 (9)ARE ALLOWED WITH 4,) OPP141C R 191.01(LI OR LAYOUT.IN CASE OF OPPOSING 4,). YARTR'ZE.DN A SYM.OU 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF HIER E TYP.Ek END S..(A)W WINDOW BLADE(9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3 0 HOLES)FOR(B PER BLADE AT SPACINGS SHOWN ON SHEET 4. w • (B)MIN.CLEARANCEFRO M,TOP OR BOTTOM EDGE OF HV WINDOW BLADE WINDOW qtAoc or ANY 3'0 HOLE OR(�SHALL BE 12% MAX.5 WINDOWS AL 0 ED AT H I AT ENOS MAY BE HV IC)FIRST OR LW BLADE COMING OUT FROM STARTER WINDOW BLADE I& V (D)HV WINDOW BLADE QIMUST BE USED ALTERNATE:TO A SOUD HV BLADE 10 THROUGHOUT SHUTTER'S WIDTH.1�x R E TIMAT 9 STILL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV ER 'R 01. (EEL)AIG`EEUA iFR SIDE OF THEM. SEE END oilli C 1 0 CONNECTION SHEE • • •TS (F)P LYCARBOHATE W WINDOW®SHALL BE INSTALLED SOT TABS FACE Ip THE INTERIOR OF 1HE OPENING BEING PROTECTED.H WINDOW 43)MUST BE V I ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASV a TAILE ONrr - " I E INC* FULL HIE81GHTP 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATICNS INTO WOOD FRAME z C BUILDINGS LDINGS ON SHEET 15,AS LIMITED By SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO ICURID CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE'NOTIS I & ul� J j (SEE PLAN FOR REQUIREMENTS) 8.MINIMUM SEPARATION TO CLASS SCHEDULE,PER AsTm -19 TYP TOP&BOTTOM ............................- E 96: fj; ............. ................................... -07) UM SEPARATION TO GLASS I._.© P2�t! !M UNLIMITED WID!i- ........................ ............ 1 THRU 3 EXISTING CLASS ELEVATION UN.SEPARATION 10 GLASS .............. S..ON IOZ7 Ir 4 6.25' -------------------L AM ON THIS SHEET FOR ----------- ...... .................... W/d_5fFXTFRInR ONLY) 'Z-_f7k �.1 jam,\ .4 AND.W/24'OR 22(SVE NOTE 4 AROVF) X........... SYMM Rl;- -CENIDE:RMATES 21. ........ AN W10 S[r 4 ABOVE) ..................... NOTE PLAN TYPICAL Ij HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE _SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Z one 02020 TILTECO,INC. �202O EASTERN METAL SUPPLY, INC. BERTHA—HVTm Accordion Shutter System N F��co ,,�, A.&S.A. 0- 41 H.V. MADE#1 W/OR W10 H.V. WNDOW D_ADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev:N' DESSMUP�_,�N ..P STATE 0 tz 5355 NW.30%h.III.,S11.3M.VRMNIA WDENS.FLO 16' Association, Inc. '-__T/_2/202D RIVA 33 Ph... (305)871-1530.Fc. (305)871-1531 4265 W stroods Drive ............. Beach, FL 33407 ORW 2 20-164 ......... CA-006719 West PC;M 'N�Gay **"* ___ TER A.TILUT J,.RE (DRAWING No WAL t ORICA Lie. 4 07 SHEET �s 19 OF 20 FIL 4, EAL/SIGNATURE/DATE 1 1/2'.0035'THICK y Min.ASTM A-653 GRADE 40 ' 'hH vARIES..;I INSTALLATIONS W/ ;1? HV BLADE & HV CENTERMATES Min.C-60 GAL Dx.V.STEEL 1 2 M "I - -'-' 2.000"MI- ts� METAL STUDS AT 16'O.C. o t 436 31c C INTO METAL STUD WALLS o ae3' 'F ---=1 I o N l<lil1Y _ rn 6 o.c.j' LO o - Lj GENERAL LIMITATIONS AND CONDITIONS OF USE 3a 1/4"a NOMINAL d 43� a "T FOR BERTHA 13 HV BIADE ACCORDION SHUTTER ALUMINUM SLEEVE L1 3/4'x 6 1/4•,0.035-THICK un.l �.1 > ,� nt 1�� !��. tf u ( - 6063-TS ALLOY CONT.CALV.STEEL TRACK CHANNEL' r`-' .1„�,5 I®6'O.C.: O 6 0C. {I I SYSTEM INALLATION TO METAL STI Ir) ALLS ASTM A-GS3 GRADE 40 Min.G-60 1._—: _.__._.._..._..,... _ GALVANIZED FASTENED TO STUDS Ii' 7 ARATION TO AS W/INTERIOR#&EXTERIOR TOR FACE ON I %E%IS71NC nNISH rg1-� �` x'•R S SCH DU _ ___3.Ooo• SEP INTERIOR&EXTERIOR PACE 1 "AS APPLICAOLE `-' i i I �,. 1• MAX. A.S.D, DESIGN PRESSURE RATING: +75, - 75 (Psf) Max. -'-` t ..0� 11 y 1 2. MAX. SHUTTER SPAN: 84" � III � c WIND ZONE MINIMUM r i MIN.SEPARATION :;ir 1:f w ASTM E- 9 SEPARATION ExlsnlTc cuss-- _ To cass ............._.._ •31 ? 3. ALLOWED MOUNTING: MS ON THIS SHEET. 1 96 TO GLASS 43c LENGTH + I^ - �`- (SEE SCHEDULE) ` 4__.x__. ._,� 43 1 /4'0-2OX3' BOLT I i111 t TYP) 4. ONLY ENTERA1ATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1•• -J,..! ( ) I k (j#I m '; WITH 21 ARRANGED TN A 5 METRICAL LAYOUT. --'---- ...._...._......_..-............... MUST PENETRATE 43c 1' USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE I 4 „1 3/4%6 1 4•.DOW TRICK Min.l EXISTING FINISH r 11e"''1 A � 4" / TE INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF CONT.GALV.STEEL TRACK CHANNEL, AS APPLICAOLE ,I pills i ASTM A-653 GRADE 40 Miu C-60 I r CENTERMATE- i GALVANIZED FASTENED TO STUDS I'' I'!._-_.__..L o 250 -i _ .'?,050• n W/(2)Ij6.1/2•TEK SCREWS ON i ct73� t43aj INTERIOR&EXTERIOR FACE ®6'D.C. U b U.C. A �! „,,, ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR "1/4••0-20 THREADS _ u- .__.-..__ r38 i - '�Z. �--•%' CENTERMATE 21 APPIJCATION WITH BLADE 1Q 43c ELCO ON05TRUCTION ( of � '.' •..,...:.'_�-'•-..._..�43� 'I.6'x 1 1/2'.0.035'THICK W' I •;:,VpRIES 2` COMPONENTS {i Min.ASTM A-653 GRACE 40 L.„�;'.•.N.ax.':e 6 O.C. Min.G-60(ALV.STEEL , 'i MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'O.C. - -'"""'"'' Min. :� .� .- - Z^ _L ,.....EXISTING FINISH AS APPLICABLE n (TYP.TOP&BOTrOM) 'CALF. / 1 i EXISTING GLASS ,-' �. ml 1 ')—— �- I T/'x 6 7/•x 0.035'THICK Min. -, -_77 - _� __ y I`... } i ?� ONTG GALV. STEEL TRACK CHANNEL, SYMMETRYCAL I — - i 71 ASM A-L•53 GRADE 40 Min.G-60 1 , I 'I i .,AL`JANI2EC FASTENED 70 51U05 .30 ........... ___ I _ ,1 —_ 1 1 MIN.'SEPARATIUN;:VARIES `i I " 1Y (2)§6xl/Z'TEK SCREWS ON SYMMETFr CENTERMATES__W, 11 I I 70 GLASS 2" .-I INTERIOR &EXTERIOR FACE 1 II;.CENTERMATES ' EXTERIOR ACCESS SIDE::II INTERIOR ACCESS SIDE '. I 'j, €'(SEE SCHEDULE) „Max.,:.ii I� _- v ---- - 1 - ;l .. ..._ i350"Min.) -IN"1 3 ------- -.. --- \ ---------------- .. - r— "- ---- y 1...—_...__._..._....—� �_..._.._.__.._I N — ..__ 4 ds -�.----------------------------------- ----------- -- ----- ---------------------------- --------------------------- _ --------------------------- ----� --------------'24• --------------------------- , a --- ------ - --- ----__..._......._....._ _ -- --- -- -- � �-----=--- Y t-- - -- -_-_—__y �_�'_ .-w Y -' r �' r ------------------ 1 �) rt - 21 /..., :.� (2)%42 I L, Z 4 21 t• / LOCATi D AT ' 12 s.__aF74'bs� .. ....- !;___—____ _. -___ ____ __ 7 HV HEADER/SILL ENDS II 3 1/4'(TYP•) (6 Mln) � ``24 VIEW Y ------ / ,yp.) 7-. 7, I SIDE CONNECTION TO TRACK l- 6 1 2"'T ... ...,__.__..........._,...,........,.,.. .„.m_......__ -< - _..... .. .. .:....... .._......:_...---6 1/Z:,MAX. SACK #Tk.......�.. I,cont.) HVA VB BLADE SLACK DETAIL HVF VC �—` /�� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; NAUI (p 1111i ifS NV 02020 TILTECO.INC. ` \��A. . /�•,4 _......._ C)202E EASTERN METAL SUPPLY, INC. \CEtti 4� •.%'.; �CO .., BERTHA HVTLI — �rr�. Accordion Shutter System No.44 6h- - x MIA. A • H.V. BLADE#1 W/ /o RV.WINDOW a TILLIT TESTING k ENGINEERING COMPANY American Shutter S stems — W --- Nd DESCRIPTION GATE DRAWN BY: M.P SirSTATE F 6J55 N.W.36N.St.,file.305.MRC NN GARDENS.RON DA 3316i A990CIatlOn, nC. OLD 17.-107^ 7/2 DATE: 7/272020 9'•. F Pi:(305)571-1530.Fax:(305)871-1531 4268 Westroods,Drive ��` /202i moo'• CORI'IA .•�4c •� ' "-mail:unxxa4xm..°m - '%,Fs' •...... . G-0006719 West Palm Beoch, FL 33407 3 DRAWING No S/ONAt E� ��; WFL RI A TILLIT Jr.P.E. FLORIDA Llc.#44167 4 ---._..._.__ ^..._...,•- AAArA1I171111P1'L�. SEAL/SIGNATURE/DATE 5 SHEET 6 20 OF 20