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HomeMy WebLinkAboutProduct Approval ita Cad .':+.,... M:- ,.. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links j Search b a REVIEWED FOR Product r F USER:PubliApproval CODE COMPLIANCE I�CIE COUNTY BOCC Z Product Aoo opli roval Menu>Product or Acation Search>Application List>Application Detail STv L,"J '�iCJ • FL# FL389-R10 RECEIVED `""� ` " Application Type Revision Code Version <fO20 1 SEP y O 20�� Application Status Approved C f St.Lucie County Comments Permitting 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 Accordio Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date �2/31/2021Validated By mpmann 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 BLADE3.12df Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R10 II DRWING ASSA BLADE3.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-3"for 40 psf FL389 R10 AE PER ASSA BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE1 df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f FL389 R10 AE PER ASSA BLADE1,p-f negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HV3 blade,8'-0"for+64,-72 p.s.f.W.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRW ASSA BLADEI 2.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R10 AE PER ASSA BLADEI 2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The state of Florida is an AA/EEO employer.QQyriOht 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: CT C1 ® a,_- Credit Card Safe GENERAL NOTES: 1 BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2M(761 EDMON)OF THE FLORIDA BUILDING CODE.THIS ACCORIXWi SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS STALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS.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 1• HV BLADES C'D BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED.WERE NOT OVER STRESSED.A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MQI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 #0214.01-03.#0715.01-03,#1004.01-05.#1214.01-05. #0317.02-06. #0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLAFIF 6)AND HV WINDOW BLADE Cvli 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 ApPtACABLE) -HV WINDOW BLADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.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(i AND HV WINDOW BLADE (3 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/BLACK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE'14x2.75'AND 114x1.75'RESPECTIVELY. 410-HT MINIMUM SERIES CEWERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DA.CROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPUCATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS STALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY IS 30.0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 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:HV BLADE(D 12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 HV BLADE( &® WORKING IN UNISON: 12.13& 15 END CONNECTION DETAILS 7-12 & X,WOOD SHEET 18 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/5'458.179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA : HV WINDOW BLADE 11A� ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RUUN INTRUSION. TYPICAL SHUTTER ELEVATION SHELT 19 Ia.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 NO AREA 4: HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORMA BUILDING CODE-ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVATE 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 P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. FLORIDA pL L� �L1[ (a)ORIGINAL P.E.O. STALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED Tr. 1 LORIDA BUILDING CODE(Non High Velocity Hurricane Zone. A`Ad1il�lli�y 02020 TITECO.INC. •2020 EASTERN METAL SUPPLY. INC. ,011 BERTHA HV, '' �9 IL ECOiN�. A■S■S■A■ KVAeIAX#1W/ORR /OKtteWNM1�m No.441 7 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems DIRKW Lori DATE IXIMN BY M7 _ *; Association, Inc. 1 OLD 17-107 /2/2020 DATE,712 2o2D 1k *# esss N.w.3etA.s..s1..305,wAGwA cumENs.Fldau 331e 4268 Westroods Drive a _ STATE F 4, 'W� Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No w e-m N:6Wecooeol.cum West Palm Beach, FL 33407 a 20-1 64 a,N• FCDRI `" --^ eG-aoo671e 4 YALTER A TLUf Jr.P.E. F•'•••..... ''G - FLORIDA U.0 44167 6 SHEET EAL/SIGNATURE/DATE 6 1 OF 20 l J'e ftXt wn°oA'6lADE VARIES 1.491" + 6 M A. 1.200' • - n_ r� o 4.371' _ _ 4.,W' 1 HV SOLID BLADE "s 0HV 90'/1804 STARTER J �HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ COVERED R US PATENT 179 •7 QUALIFIED FOR USE W/ HV BLADE OHV DIRECT MOUNI HV BLADE J 1O HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 5063-1`6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ALLO A(r71 TEMPER •J7" •Q 6083-T6 ALLOY AND TEMPER 3.226' - -1.500'- 124' 615._ s.0.092' 0.072 - 0.072' O7 HV ADJ. ADAPTER W/LIP 4436-- 1zsti 137-- _..__- 3.128 _ QUALIFIED FOR USE W/ HV � ".9z0 I... __HV WALK—OVER TRACK ©HV ADJ. FLOOR TRACK BLADE QQ QUALIFIED FOR USE W/ HV HV TRENCH TRACK - -255. 3.7s0- QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER BLADE 10 QUALIFIED FOR USE W/ HV BLADE o1 / 6063-T6 ALLOY APO TEMPER BLADE QQ ONLY. 1� HV RAINGUARD 6063-T6 ALLOY AND TEMPER ^'. VARIES -i6 AND TEMPER QUALIFIED FOR U(��)E W/ HV 1' 1.915" - 1 ss6'__ BLADE T7 0 'x-' --- VARIES 1.936' 6063-T6 ALLOY AND TEMPER -.063" _.OB3'.. 100 &-.. - -- S, .093• .09J' 8 ' $ .1 i 080' I w . • " 0 060' n 670" • v .093, ,08}'•q o n a 3.520. ' 3.529 3.520" ._ _ _.......__ 11 HV CEILING HEADER 1® HV HEADER/SILL BLADE QUALIFIED FOR USE W/ HV BLADE ONLY (5 HD CEILING HEADERZSILL 0 A IFlED FOR USE W/ HV BLADE 1 ONLY, 6063-TS ALLOV AND TEMPETt0 QUALIFIED FOR USE W/ HV BLADE rJ 14 SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY QUAUFlED 8063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE tI�ONLY. _ 6063-T6 ALLOY AND TEMPER .L �1 COMPONENT A '3 .. T2 X Y t FMN. r tsL t t' t' .062' > 2• 2" 0.125* 1 2' S-MAX. 1/8" 1/6' 3' 3' 0.090' T.. -_{. _-- . -7 ® _-.__—.._ 2' 5'MAX. 0.1 92' 0.192" x SIDE ANG Fc_ a -- QUALIFIED FOR USE W/ HV ALUMINUM ANGLES to 25 7"MAX. 0.190• 0.190" ;201 CORNER POSTS BLADED QUALIFIED FOR USE W/ HV —..___... __.. QUALIFIED B ADE0 W/ HV 6063-T6 ALLOY AND TEMPER BLADE'C ONLY ® 2" 5•MAX. 0.139- 0.131- 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone IIIIIU / 02020 TILTECO, INC (02020 EASTERN METAL SUPPLY, INC. ,....... t/rJ/, _ BERTHA HVTM ;�3.• ��CEN ''.,�- A.S.S.A■ Accordion Shutter System L E-co I N _ /O H.V.WNM RACE No.441 7 = Amsrlcan Shtdfsr S sums # _ -. BLADE 1W W z'*; * TILLIT TESTING k ENGINEERING COMPANY y •Nc DEscawnoN DATE .DRAWN BY: M.P 6355 NW.36t6.St..Ste.3 .NROHP GARDENS.FLORIN SJI6 AsamlaMOne Inc. 1 OLD 17-107 _}/2/2020 DATE: 7/2/2020 STATE 0 r �110,14) Ph—:(305>e71-1530 F0,:(305)e71-ts3, 4268 Westroods Drive 2 -- DRAWING No .`` °-'°°IG;,t°00poO�y'`°m West Palm Beach, FL 33407 3 20—�64 (t%••.....• '•�. ```� - WALTER A nLLR Jr.P.E. 4 ONAL ¢ SEAL/SIGNATURE/DATE FlOR10A Lic. 44,67 a SHEET OF 20 4.660' 1929: 4r4_._.. __.. 1/4'-2A1/2• -._ 1 1'-30 ."DOE CAST .745• 2,293' _ 2.29J' •743• _ r i._I... /.734' FLAT I ' HOUSING ENN.tEL 1/1'-20 BAKED PAINTED THREADED Olt CAST - (2 TYP.) `$ HOLISM ENAMEL 3f0• T...�'( I___( ~ Q m BAKED PAINTED • ' g' a-.AF^ m L r g -- EGRESS TURN J @ SJ 5� i 062' '�•. A — m '$ n F- m KNOB. • _. _ n N �1. 1�3•.� m.4 �--� - 11Wt55 CYUNOFR BRASS CYLINDER --.. 54'(rpT , • h KEYS(CHROME (CHROME RATED) RATED) s ; _'_1.�zs ® HV LOCK BY EGRESS LOCK QUALIFIED FOR E W/ HV BLADE 1O ®ONLY 4' 7`l' 3.023' e75_ QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-T6 Y AND TEMPE QUA IED 6 63-T6 AFOR USE LLOY AND TEMPERDE )& 1A ONLY ?' - BLADE 1 & / Q ®ONLY. 0 ONLY BLADE 1 & 0 ALIFIE USE W/ HV BLADE 1 0 250'O.D. 2,874' 6063-T6 NO TEMPER PLASTIC 1.756-..__922_- _2.- MOLDED TO4.045' ° n�. •1 _ 2.079' _.. 1.753' I ^ ... `-' - - -:360'AFTER RIVETING 1.D9� I o 061 $ �+ 525' y,,•� 061• °'Ri 4 20 X f 3 4" BEFORE RIVETING S.S.*THUMBSCREW " • SERIES 9444 ALUMINUM( 4-T3 ALLOY)LARGE FLANGE THIN _ 275p' _ • _ 2150' _ !..�. --- _ 822_ SHEET NUTSERT.PART/• 0.AS MANUFACTURED BY AVDEL PLAN a FRONT ELEVATION ® HV MALE "T" LOCK CENTERMATE 4.566' CHERRY TEKTORN.PARSIP Y.NEW JERSEY 07051 OR EQUAL. LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE())ONLY ONLY �L�j HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE LIFIED FOR USE W/ HV DUAL IF FOR USE W/ HV BLADE OONLY QUALIFIED 6FOR U aLLlOY AND TEMPER'ONLY W/HV BLADE�1/ONLY. BLADE 10 ONLY 6063-T6 ALLOY AND TEMPER 1,917 1.9tT3.161 rufi=A i 32 0�063' - _ 432 1.0." TYLINDERN FF .214' °p u � _ _ CYLINDER OR 'N � ' ' � KEY CYLINDER u'l S 1 .125'Mmx. ® HD CENTERMATE Wf LOCKING ROD `� m i O°° a " r QUALIFIED FOR USE W/ HV BLADE 1 i& A QUALIFIED FOR USE W/ HV BLADE 1 & 1A 6063-T6 AL TEMPER F I = 6063-T6 ALLOY AND TEMPER ARIES. I2'M9. _ QUALIFIED FOR USE W/ HV BLADE 1 & 1/4',-2O Ss. IA30_ 6063-T6 ALLOY AND TEMPER ' .'T.THUYBSCREwS' tl 2" THUMBTURN (SEE DETAILS) ^ -/- CYLINDER r-.•—^^�- I /I OR KEY .... '�31Y ' , -- 1.57 Man_ CYLINDER jL 1.78'M x. LOCKING ROD� _1/4'0 ® HD LOCK n :51NSTALLATION LIFI FOR USE W/ HV BLAB 1 �� - -375'm 606 6 ALLOY AND TEMP V HV 3/8"0-16 ACETAL HV 1/4 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. Q aZ REQUIR A 7/16" HOLETHUMBSCREWS �ERIES S.S. THUMBSCREWS p�p�^Q,UALIFIED FOR USE W/ HV BLADE iO&DD AT TRACKS F PER EMBEDMENT QUALIfF�IE�ED•,�"FOR USE W HV BLADE 1 QUALIFIED FOR USE W/ HV BLADE;1 j FLI/IU1JA BUILDING CODE(Non High Velocity Hurricane Zone ®2020 EASTERN METAL SUPPLY, INC. 02020 nLTECO.INC. BERTHA HTM ITLfE C O �N� A.S.S.A. Accordion Shutter System ' No.44 67 = �1 H.V. BADE#1 W/CR W/o RV. WINDOW BLADE American Shutter Systems Ev.rb pIVSCIN oN DATE DRAWN BY: MP �•. �/� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD_1.7-107 —�2 202o DATE: 7 2 2020 STATE F 6353 N.W.381N.St..St,.305,VIfl R GARDENS.FLORID 331 // ;�o(•. Ft F Ph na:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 �'.,FS'•• .•� �: •- ili.titoo-0001pw^ West Palm Beach, FL 33407 3 —.'._ -DRAWING No ORI 1 20-164 WALTER A.TILUT Jr.P.E. 4 ',/lll/llllllllll `Y FLORIDA Li../44167 6 SHEET 3 IP . SEAL/SIGNATURE/DATE SHUTTER ASSEMBLY SCHEDULE FOR ' ' HV HV /� ® 3/8" 12'MINB.�CLE�RpNCE 41) O ADEITOP 0825' 1Q HV BLADE 1 EDGEI " -.1A 1e75 HV BLADE to I- ,� I -` x \ A HV WINDOW BIADE 0625' '� .0625' 0625' ® - I `fO BLADE'S "i Ile \ _ .1875" Y . ® HV LONG RECESSED NYLON BUSHING ® Ih I �' ,j, KNUCKLE c 0625'. ® HV SHORT RECESSED NYLON BUSHING I! FIAT PORTION i I R1.750�/ ® HV NYLON HAT WASHER (D OR ® c!N ! OF BLAU nERtDR �( � 3750' I © HV WHEEL CARRIAGE AISI 302-303 SERIES I 174e". ! n. /a.e7so' X 0.870"x3/16" THICK NYLON WHEEL. 'C� I I ® nL "' 2 7/8"MIN. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS sEateATroN V�/ 03.00 BETWEEN Ir ! 0625• .3.7500' HV 1 3/4" ACCORDION PIN W/ #8 HEAD * I EXTERIOR i•- 7 J �E 5 3/4_ a62s Y ' OPENINGS , -- ! ON CE NTrRS 7500' ® HV 2 3/4" ACCORDION PIN W/ N8 HEAD * I. ,.® 4 b 4 I" ------ »--2 1/4" oneRwn ucvAiroH "�10 CLEAR ® POLYCARSONATE IMPACT RESISTANT HV WINDOW ( -" - -' B TAABBSEN TYPICAL HV WINDOW BLADE FI D (DOR ® ® or �3 r' N.Ts POLYCARBONATE HV WINDOW DETAI (sEE NOTE FOR ® ! �I �c pOLYCARBONATE IMPACt RESISTANT HV WINDOW REQUIREMENTS) I I OOR j SAYER MAKROLON 3103 POLYCARBONATE ',' 12'MIN CLEARANCE RESINS, UV-STABILIZED GRADE OR SABIC Ift PIN PEOUIREMENTS AT EXTERIOR* BLADE KNUCKLE FOR •' x .-1- _- - TO BLADE BdTTOM INNOVATIVE PLASTIC LEXAN 103 RESIN E40c (SEE NOTE "F" ON SHEET 19). TOR o (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR POLYCARBONATE SOURCES FOR 4 HV ® BLADE. j PICAL SHUTTER ASSEMBLY EXTERIOR W�uet 1, E RLSMT TYPa.al PROfLND6 5IAM0/AD N � ,HV PIN®OR©AT Rcf[RVKE •�ioae (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERKM BLADE'S KNUCKLE. rlII9CdL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q e0.324' (SEE NOTE t FOR sttcA c 0w W.0792 0.w e/.r' 0'0a en"• BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. O T ® J REQUIREMENTS) IIMD tlltlrEU ! ! TwsaE mn sraEHCM Asn 0636 9.400°...,. 9.500 Pa... TYP. snwl.1R AT wib AS1Y Dr90 ,25 R i, 13.a00 p.e.i. (3) HV PIN ® OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 yam? FLEXURAL MODIILOS Asn 0790 3 .000 PA;. 34e.a00-J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, Qejn• g� SHEET ® ' NOTCHED ROD 43el 02% to rt_m/n 17 mE_wenBM_rye WHEEL CARRIAGE DETAIL sMoxE M.S A 026e3 a.2 X N.T.5 ASSEMBLY LAYOUT rule 0f euwaRc A91M DOS C-1 CUA s a-1 w s TTITY SELL NMna ASM 01929 10M )( As111 a1 so TENS9E SMEIN;M AiTFR RFA ASIM 939 9ID2 P.e:_ ea.0 P.- 1 HV BLADE SOLID & 1 A HV WINDOW BLADE DETAILS "� °"""�"`�"` "� �° °"' N.?.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone t1 ri1 �20201ILTEC0.INC. C2020 EASTERN METAI SJPPL I, INC.. BERTHA HV,. A S S A Accordion Shutter System ■ ■ �c'•9 i L E C O I N c. ■ ■ RV. BADE/1 W/OR W/O RV. WMM IAADE No.44 — American Shutter Systems Y, oEURIv1 oN DATE DRAWN B MP *� 6 TILLIT TESTING k ENGINEERING COMPANY Association, Inc. I OLD 17-107 /2/202 wrE: 7/2/2020 5355 N.N.36M St.Ste.IDS.VIR.WA GAROE"5,FLOI4M 331 •' ATE Pnone (305)671-1530.Fa.:(305)071-1531 4266 WestrOOdS Drive 2 ST DRAWING Nc �'•, F e-mail.tilt—D000l.com West Palm Beach, FL 33407 3 i Off/•.^ FC n R I ` WALTER.aTILLIT Jr.P.A. '''����•U FLORIDA Lic.0"167 5 SHEET S/ONA ,AAL/SIGNATURE/DATE 6 1nnu1 ®•®" ®a *NOTES ON HV LOCKS AND CENTERMATES: 35• ,®"'® 1. MANDATORY OOMOnMN, OE I LOCK 'or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 1D5', AND FOR INST TIONS T ANY ELEVATION. HV LOCK ' or MAY BE USW AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q OR CENTERMATES W/(2) 1/4'0-20 x 1/2- LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 35�a20 CE OR FOR SECURITY PURPOS , UP TO TWO W LOCKS OR LMMAAY DESIRED, USED%SEMI N DER PERFOR_OR OUTSIDE LOCK. CON ECTION OF LOCKSESTO CENTERMATES 13 LOR O V SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOG ON OF LOCKS SWILL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. !2 6 USED /INTO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRIGNE POSITION, BUT MAY --24 aN( OS a96 o Iw-I • ` " 24"(8 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS�OR AN ALTERNATIVE DEVICE v I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �IF 4. ONE FN LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN I { AND INSTMUTIONS AT ANY ELEVATKMI. W LOCK(*or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS Hoc � AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® MAXIMUM SHUTTER SPAN SWILL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. tl>s$ gig 5. FVW ALTERNATE TO MANDATORY CONDITION 01 VALID ONLY FDR HV'QCK 0 194 mmm" Q ONE ALTERNATE W LOCK 26 MAY BE USED IN LIEU OF HV LOCK or AN FOR ANY SP AND MM ;TONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4-0-2Dx3/4- S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 1/4"0-200/4'ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 6. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( CENg v • LOCKS AT 1/3 OF SHUTTER SPAN. 6. YANOtlOR'Y CIIMOITION •FOR KEYSTONE MOUNTING NgFALIA • ONE HV LOCK®or ®or 0 SHALL BE j USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP .� TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK a or®or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or ®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE ENO M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ ION CONNECT 1 35' OR(p TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E N 1 J K L M P D K V W x SHEETS 10 a, HEIGHT FULL 35' *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 - „NI►r,m""TN CENTERMATE IONE AT HV 'T' LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND /.1�.a®�u\,O a®,•10 ,F;.,A IRSTAL1A710N AT ANY ELEVATION. AL RNATE LOCK 0, Y BE USED!S AN INSIDE OR OU SIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER AS SHOWN ONA SECTION HVG, SHEET 9, WHICH MUST BE T 0+ I$w 7.�3 ai 1�+©o, CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT 1✓+0+©©-( 'D 07 (1�•^ MAXIMUM OABOVE AND BELOW IMIDSPAN. USE OF TWO INTO A .OLOCKING RODS®OTOP AND BOTTMY BE T S MANDATORALLED AT Y. OR 12' ®•®°"�9. 13�,e•�5 a,©•�q` *NOTES ON HD LOCKS & CENTERMATES: 1. mn LorK s•w/ ND CENTEWATES ST Os "W/33 : ONE ALTERNATE HD LOCK(�) MAYBE USED IN UEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION W LOCKS 24 OR 25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSI LOCK.ATTACHMENT OF HD LOCKTO IS W/3 IS x 3/0'F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT g AS SHOWN ON SECTIONS HDB- ®AND HDC-HVC, SHEET 10. LOCK MAY NE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS�IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2020 EASTERN METAL SUPPLY, INC. 1°1 o2D2D TETECO.INC. BERTHA HVTM dA S S A Accordion Shutter System 1 L �—qo�. � KV. RADE , W/DR w/o RV. wrnow RACE No.441 TILLIT TESTING 8 ENGINEERING COMPANY American Shutter Systems Tv,N. DEscRwlroN DATE DRAWN BY MP * Association, Inc. 1 OLD 17-107 2/2D DATE: 7/2/2020 ws N.K.JBW.s,..SW.153 :(305 MK9Wus.nawDA JJ,e 4268 Westroods Drive z '"O•• STATE 0 Pl,on•: cTos)e7,-1530.Fex <3os)an-,s3, DRAWING No 9•, •--A:tilt..9 ol.�o, West Palm Beach, FL 33407 3 o�•. '� CA-0006719 20-164 •., ORID ,•c `�e WALTER A T1 UT Jr.P.E. 4 �'.�`�EAL/SIGNATURE/DATE FLORIDA U../44167 5 SHEET O 'ONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE SHEET IJ) REQUIRED 1/4•0-20x3/4•S.S. CONCRETE REQUIRED CONCRETE ANCHORS MACHINE SCREWS REQUIRED (SEE SCHEDULE ONW/ 1/4`-2000NCRETECCRETE ANCHORS (f�18 FOR L1 _E(SEE MOURnm @ON SHEET 7) (SEE SCHEDULE ON SHE 13) SHEET 13) NUTS 0 12`O.C. --- 12 OR -Min.- 1/4•0-2ox3/4•S.S. Mi, \/ -EQ^-EQ MACHINE SCREWS r___... --EQ—ED z' r USING 1/4-20 NUTS E o• /2 - � 25 `Max O • Sa ( '' 0 It O #!I 1 `OPTIONAL ,, 'i 1.250'Mm. •'" -_� 250 D D.- Max. I , I E.D• ,, E.D.• 1 M H OPTIONAL 11 i w.snHulan FOR 0 ro aas csx L aT �♦ MIN. SEPARATION TO GLASS 19,M0 1 - 1 1 - t1,,. EXISTING GAS (SEE SCHEDULE ON SHEET 11) -} O GLASS - CLASS— 9kQ I I .'—(SEE SCHEDULE ONMIN. SEPARATION TSHEET 51) I 1 EXISTING GLZ��I c1 HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE ------ �. EXISTING � CHIN. SEPARATION TO GLASS_ _._ _-__ , GLASS--•� al T ♦ ; I 1 EXISTING DR ~-(SEE SCHEDULE ON SHEET 11) - 1O C (W1E 1 1 ® MIN. SEPARATION TO GLASS `(SEE SCHEDULE ON SHEET IQ G1A55� ~ OI 19 FORMADMI DOO EXISTING 1 -OPTIONAL _ GLASS—i C.O.• I ,,_- 1 ' il, i1j i i 1/4"Max. E P.r Max. OPTIONAL i Q O E. D.•' ED• it i I I i 1/2 _ r EOM-EO- 13 aN 1. 12 oRO4 I l �__..__ �.. 1/4•a-20x3/4'S.S. Min. -E0 EO- PHILLIPS TRUSS HEAD •a-20x3/4•S.S. PHIWPS ! MACHINE SCREWS USING - CONCRETE ANCHORS __ —TRUSS READ MACHINE SCREWS CONCRETE ANCHORS 1 t8 1• 1/4•-20 NUTS O 12-O.C. -(SEE SCHEDULE ON SSrkIEDU,LE-➢N- 13) -Min.- POURED CNCRETE--- SHEET 13) W/ 1/4•-20 NUTS O 12.O.C. POURED CONCRETE_... OR CONCRETE BLACK OR CONCRETE BLOCK� -- CONCRETE ANCHORS REQUIREDHY_WALL SILL INSTALLATION (SEE 14) ON WALL REQUIRED V' FOHV WALL SILL INSTALLATION POURED CONCRETE SHEET 14 OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTION COMBINATION OF SECTIONS' INSTALLATION_ DETAILS—AZ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E.D.-EDGE DISTANCE ASSEMBLY •SEE UMRATIONS OF USE FOR 1 H V B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIF ONONICATIONS SHEET 13) BLADE SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``��V 2j 02M TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. .���� ....:... t/�'k;* /TILFE BERTHA H TM \,\CEN :`-$N,. ASS Accordion Shutter System C 0 N c. ■ ■ ■ ■ ►�V. &ADE y1 w/OR W/0 KV.WNM BLADE o' No.441 7 Am�►Icon Shutbr SysfsmsDATETILLIT TESTING k ENGINEERING COMPANY •� �p .N DESCRIPTION 2/202 DATE- BY: 2 STATE 0 • �� fi]55 N.W.]fitR St,Sle.]05,VIRGINW GNtaEN5.FLORIOA 33 Assocl-"'-� Inc.nc• OLD 1)-107 /2•a c OME: 7 Z/2a20 Pn%:(305)871-,53C.Fax:(305)871-153I 4268 Westroods Drive z 9p ,c r 4 DRAWING No ae:UIt-eca.co.a West Palm Beach. FL 33407 3 r-a, �ORIO CA-0008719 20—i 64 WATER A.TILLIT J,P.E. ----- ��''�n,;ONAL ��`°'SFAL/SIGNATURE/DATE FLORIDA Lk.0 44167 6 SHEET POURED CONCRETE ANCHORS ' t«SFPNM11O1. 1 OR �♦ - _._..- 1 A 11 CONCRETE (SEE SCHEDULE ON SHEET 73) m Odes(SEE . EXISTI NG E 1 _... ..0 LAN SPAWION io aAss REQUIRED - .- - EDGE OF Ia 'If ON tTM.10EQ VAIO_ ' CUt55---` wSLAB .fvWwTw ) E.D.*- - APPLCABLE EXISTING etADEame Qa \ ras1O'6�'j O ` ^ ALTERNATE 1 I 1 EO=-�O- ANCHOR _.__( , EXISTING LOCATION 11 i - _.i �1 ClA55J � ( 11 /IOx3/4"HEX WASHER HEAD t'I 1 1 13 a115� 3/W"uM. - TEK SCREWS O 12.O.C. EDGE OF , i L a /8'}N . -CONCRETE ANCHORS 8. IF Q _ 3 SUB (SEE SCHEDULE ON SHEET 13) E ' �.{@ _ APPUC/,BLE EXISTING 1 I 1 �1' / 1 SUB EDGE OF i N SLAB GLASS EDGE OF O - SLAB IF 1 /� /1/z �.'i'1•-+ EDGE OF � / APPLICABLE -- m 0. 110+ss(gE APPLICABLE ,� +- E.O..� O r APPLICABLE POURED L -jE D.4-_J BRED FLAT HEAD CONCRETE ANCHORS SOTO GLi GR SHEET L CONCRETE __. CO ETE (SEE SCHEDULE ON SHEET 14) 1GH SHU*�1919(DANDa 1 OR �111♦CONCRETE POURED _. --- ._-:..- - REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED MADUc(Dt�i§ REWIRED E D. -E 0.. (SEE SCHEDULE ON SHEET 14) IF 1 - - 1f TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.D. ;Fp HV FLOOR INSTALLATION t 0 SCHEDULE /3, SHEET 11 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER �C> HV CEILING INSTALLATION MS,ING CONCRETE.ANCHORS 'LAS`_� wio OAss ro ATOM _..0 I 1 (SEE SCHEDULE ON r... _. -tS..s1almArs - SHEET 15 v40 TAW/ „) O a ) ADVANCED la,m n EXISTING --t F%ISDNG - j7 .nj, TFOHNOLOGY OR 1/4.0 POWERS , a• Exl GLASS w.IIYNY„OM o G1A55—, -� / —(�„ ,Er t 1 FASTEIIIL dP 4Aa ANGTgRS W w. 13 4'MIN.EMBFIDEM O 6- GLASS (M%NroO.C.CDRUP m W-D•4'O.C.FOR SPANS LARGER TWA 1 11 1I ( 1/4' ,. , 1 E'-a•UP me'-, M4x.ApYI 1 �SFILANTTLVERrFA51E7ERHEAD(TYR)(SET NOTE tt ON SHEET II --, t- ./2^E, p,4 i N10x3 4'HExE L* �aUNIATIONS) �y. 3/B'_r 1WASHER HFAD', 1 ODN,.SEALANTMAX - . TEK SCRt1Y5 � T -.1 i14a3/4• HEx HEAD 1 3/8• O12,O C TEK SCREWS O 9^O.C. � 1 1 1/4•W-20.3/4-SS MS OR 1E-20 S.S. M.S. CONCRETE ANCHORS 1 = 1 /1ax3/a'S.US __ I 1 4 u51Nc 1 a'.-20 NUTS W/NUT O 9�O.C. (SEE SCHEDULE ON 1/21 - /2r - Max. Ot3'OCSHEEN `4) , ..17 1 8F3p3 WG NON$RUCIURA1/2•—1• tw- 2 00 MIN WAI TRIM(DECORATIVE EDGE OF 1:. E.D. SEI) SUB IF T N14x3/4'FH. S.D.S. •MIN- - POUE.�rANCRETE 1 7/8'--_ 1 7/8^ - APPUCABLE____...�_ - CONCRETE ANCHORS -SEE NOTE 13(b) O 9'O.C. - - REQUIRED -E.D: - POURED CONCRETE-- (SEE SCHEDULE ON ON SHEET 1 -SEE NOTE 13(D) - -- 40. -- ----------- OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 T- REQUIRED OR CONCRETE BLOCK '.,M:KEYSTONE MOUNTING INSTALLATION REQUIRED OPTIONAi POURED -- _IMUM AS.O.DESIGN PRESSUAT'.6,-T2 GO cONCRL�E (K HV WALL FLOOR INSTALLATION rLL, HV WALL WALK—OVER INSTALLATION REQUIRED �' MAxnUM SHUrtER SPAN e'-O' J HV RAINGUARD INSTALLATION t NOTE FOR COMBIHeT10N OF SECTIONS: t THIS INSTALLATION SHALL BE * E.D. a EDGE DISTANCE IS WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) AD,lACENT TO AN OPERABLE EXIT ♦ SEE UMRATIONS OF USE FOR ASSEMBLY ENTRANce BLADE 1A ON SHEET 19 INSTALLATION DETAILS W Z 1;' H V B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CON(Non High Velocity Hurricane Zcr,e, , fLL111111) �/ - 02020 TILTECO.INC. ®2020 EASTERN METAL SUPPLY, INC BERTHA HV, ✓ ASSA �.' �CEN F -•� IL EC O �N�. Accordion Shutter System No.44 67Q KV. RAGE#1 w/OR W/o RV.WNM RASDE ek.7 TILIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. DEscxvtloN DATE Oruwn 8Y7/' N.P "a STATE F = $355 Nr Seh.St.st. SOS,YOGIra GARDENS.RARIa 331 Association, Inc. o1n n-1D7 /z/ DATE z/zozo I'll— (305)871-1530.Fm.(305)871-1531 4268 Westroods Linve 2 DRAWING No y,0�•. F��RI �� .__.R:UR-9-1.�oP, West Palm Beach, FL 33407 3 G-OOW719 20-164 -i��FS''•.,, WAITER A T1UJT Jr.P.E. 4 SHEET L/SIGNATURE/DATE FLORIDA u,./44187 5 7 OF 20 SEE END WALL CONN ETS 10 do 18 SEE NOTES ON LoaoNo RODS p.HV LOCKS©o,p OUT L IN EXISTING GLASS INSTALLATIONS W� HV ** "'D""°""'E "LOCK®°" BLA BLADE SLACK DETAIL HVF IS VID FOR ALL DE W HV CER TERMATES CENTFFWIESAPPl1CA1gN WITH��� - -- SEE END wau CONNECTION �I 10•®a® �© ®°" EXISTING GLASS DETAILS ON SHEETS 10 do 18 212•aI/a'S10'-0 � , ®'®"�'©°A�`® -_ e-1/z�._ _._ 7" (0°aa-Ta N4-0 ALUM. ji ®,® OPPOSING SYMMETRYCAL ANGLE w/(z) 1/a•�vwcaN 'ANCHORS TO CONCRETE NTERMATES NT RMAT S MIN. SEPARATION itOx3.C. S.M.S.O 12' I (SEE SCHEDULE , o.c.Fuu FNCHT-12- W HV W/ HV LOCKATEACHANCAE5 — i �® ®" 35 IN �* ON SHEEP „) a ICI 1/2 vo Y - -- - — ---_-- a�a©•Oa© 10.®a � O _.�a © ,,.,� OUT HVC , NVt3 POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL WALL ©•O7 '©°M©� 7O•�1 0.® © .©a REQUIRED EXIsrLNc ?- SYMMETRICA *--® ----'N—— ®Q—•®®o°—�"©1 •®�oonR®.�®®�a O—N.FS ON To QEG1A55 R AT V OPTIONAL(INTERIOR) (SEscHEouLE SHEET --(,� — _ n) WIN. SEPARATION ai TO GLASS ' -- (SEE SCHEDULE I N oPTI7NAL - , ' ON SHEEP 11) (INFERIOR) -- O U T — Ick ANCHORS Y ®' VARIES ^+ OUT 6 1/2" MAX. SLACK OUT © (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECC, INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA TM A S S A Accordion Shutter System 1 L E C O �N ■ ■ ■ No.44 6 c. ■ FLV. DAM#1 W/OR W/o RV WNMW RAM *[ * TILLIT TESTING tr ENGINEERING COMPANY American Shutter Systems REV.N. OESCRNTM DATE DRAWN Br: MP �= STATE F "55 N.W.3M.SR..SN.a .W9QW WDENS.noamA»1. A330C1atiOn. Inc. 1 OLD 17-107 /z DA1E 7 x/zozo ff•. Phom (305)971-15a0.ro.: (305)871-1531 4268 Westroads Drive x DRAWING No Q R P, a-mac eIIL.�obaLrom West Palm Beach, FL 33407 a %,�'�•. �ORI CA-0009719 20��64 dL1����SEAL/SIGNATURE/DATE wFLORIOA L�!a.167 ` SHEET ALTERNATE INSTALLATION W HV " " MALE/FEMALE "T" LOCKS CENTERMATES U Ta do LOCKERS 27, W/ 1 HV BLADE � SEE END CONNECTION DETAILS ON SHEETS t0 t 1e INSTALLATION 1 HV BLADE OUT " f IN ��E a Nc«� BLADE(DSLACK DETAIL HYF.IMWATED ON SHEET S. W/ HD CENTERMATES 31_ AS WELL AS IMNERSN.BOATING BLADE m DETAL NOD-1NO. wbw�•®w INDICATED ON T°5 SHEET,"Y BE USED WITH THIS ALTERIM V END W 11 CONNECTION I ��®°1©•0-0-0w INSTAL1ATxN1 DErwL Hw M THIS SHEET. DEruls ON aHEETs TO0/ ! to © O ©w© O ®w (8 -76 ALLay)N.Iw. •® 35 i 35. -*D`I/2 1 YIA,NAII I r 3/°-i O.L.EULL L£NGNT.------------- ----- 30#HV "T^ -----IN --------- ) - -IN .4* (oonoNa) N,als (oPrloNAl_) ) P)1+o.,/2•sus.ro VIBE I � - 1+o.3/r S.M.S.�,Y 33 { LOCK (INSIDE) Hv HN svwwo AT 1 AN . (Tro) ..__. 4 N.V. 4N5(ttP) s s•' (STE°GIFAAL 011 911QT.,) Cl) © ® OUT 31 oR 32 � � 31 a® 31 oR�21 31 oR 2 *SEE NOTE 6 FOR HV LOCK 2 1/4 -20 x 1 1/2" S.S.M.S. - �35• (am,oxAL) ®• # 0 W/ �/s"a x 3/32' WINGNUT. (aP HDB—HVB OUT HDC—HVC T LOCK,ON SHEET S. ©0 HV "T' LOCK (OUTSIDE) ® SYMMETRICAL HD. CENTERMATES SYMMETRICALHD C N MA ___ * WLa LOCK_(LXTERIOR, W .. _LOCK I T RIOR t SERIES gat!AUNONW (2034-T3 ALLOI)L1RDE F. E THIN ®w©•OwOw�.®w SHEEP NUTSERT,PART 1 OB20. tdP®w®•�©•©w AS MANUFACTURED BY AVDEL CHERRY TMORN,PARSIPPENY.NEW JERSEY ©.O r©w©•O•®w 07054 OR EOUAL -. ...� #SEE NDTEs aN LocK°w Raos�°ro®Loos aN WxtT s —� - ##ur�vEAs.L naTlMc eua®oErAE laD-Hw a vNJO FOR N1 QHTE M APFl1L..$111I1H aADL(D HDD-HVD#e FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY. NC. — BERTHA Q �GEN 'sy A S S A Accordion Shutter System i L E C O M C. . . . . FLV. BODE/1 W/OR W/O RV.WNDOW MADE No.4, 7 _ American Shutter Systems REV.N. DES CRV ION DATE DRAWN BY: M.P •j/Y���0�� TILLIT TESTING # ENGINEERING COMPANY * 4tQ4/Y/c Association, Inc. oLo 17-107 /2/202 DATE: T/z/zozo 6J56 M.W.]MM.Sl.,Sb.J0.1,NRGINN GARDENS,ELORIDA 33t6 o'•, STATE Ph—:(305)erT-1530.F..:(3D5)8TT-1531 4268 Westroads Drive 2 DRAWING No - a:tilt—e°ol.— West Palm Beach, FL 33407 s FCOR1 ��`' cA OOOB7,B t 20-164 WALTER A T IT Jr.P.E. FLORIDA LK NA ,0*'k L/SIGNATURE/DATE . ..TBT a SHEET9 F 20 —POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE r7... /// _ OR CONCRETE OR CONCRETE REQUIRED r BLOCK WALL REWIRED ���- BLOCK WALL REQUIRED BLOCK WALL REQUIRED • ' EXISTING GLASS EXISTING GLASS ' CONCRETE ANCHOR EXISTING GLASS — —-� - 2'MIN. EXISTING GLASS 0 16'0C. 2 MN -I-- ,E G�MIN (SEE . .1 MN.SETMF41TK1N SCHEDULE ON SHEET Iro SEPARATION i i MN SEPARATION ED-44-EO To GLASS(SEE .__-_._______ 11 FOR BADE mMID 9OTO GASS ULE ON SHEET i l 10 GLASS(SEE 1 1 SCF,EWSEE LE ON SHEET /t6'z3"MAX I GN SHEET 12 FOR ,1 FOR BALE mAND :1 SCHEDULE ON SHEET 11 FAR BADE(DAND (6063-T6)CONT. BLADESmk Q 11 FOR BLADE(DAND LOCATE AT®. �ACES��FOR ALUM. CLOSER _.. 9A06�k� 1)2' / ; .ON DES 19 FOR ERNnEERR Q PLATE. (LOCATE 1/2 \ m Q V) AT EITHER SIDE MIN: _ ©) 1 1/2'MIN. -. .__. ___ _ . _}_.._. 1 #USE 1'OR 2"MAX,MAx /1o.1/z'SACS. - -_ ----- /IOXe iw S.M.c. 1 ' (AS APPUCABLEh2'.1/e'.O•-2' O 16'O.C. _ 1 _—_—_-_ \ _---_ ALUMINUMT6 ALLOY)AT MI EIGHT \ - _—_—__ /,0.,/2'S.M.S. Toga, - ®- o�i (2 /A'r TAPCONS ANCHORS TO W AT 1'O.C. (LOCATE AT O _ SEE DETAIL X �97 OR ,(1N R SIDE OF�) ©OROR QI�a SEE DETAIL x Foa OR (� SDE ca+NE ON �!7510E CONNECTKN O Ll�' � TO KS Qa©•O�8 t0i•®s SEE OETML X FOR6 7 D •®sTO TRACKS � •OoO •®., SIDE CONNECTION V' V'�Y• ®'©'®-©•®" TO TRACKS 1�•®.©.�.©.®e ®'©-0-©-©' 0'0'0•0-0•0' I—O.07 •©v0.07 •®� g.7 g.7 . END CONNECTION DETAIL 1� END CONNECTION DETAIL 0 TAI END CONNECTION DETAIL POURED CONCRETE OR REW REDCLASSING Oj-____------, #REQUIRED ONLY FOR SPANS GREATER TWTHAN12'-0' CONCRETE EXISTING GLASS — GLASS 4 4 - BLOCK WALL A( I -` �O•�__._-___.___. 7 MN.SEPARATION /10+1/2'S.M.', TO SEPARATION (SET o 16' �,C. Y i------�> —__----- IAN.SEPARATION ..- SCiEDUE ON 9411 TO GLASS(SEE77 <-________ CORCOROOR 11 FDR RACE(DAND CONCRETE 1/2'MIN. 11Sp��e SHEET ms __-_ �OR�OR�OR�OJ SFEL7 19 FOR ANCHOR O '- CONCRETE --. RACES mA Q 12'O.C._--. Z_ . ON SHEET 19 FOR 4 i , ANCHOR EG RACES mh(D OR(q O.C. 1/2 MIN.-- ' 4 EO COR®OR(DOR 2-MIN. 2' MIN. ♦ SEE E AONNS OF USE FOR VIEW Y -----� BADE 80N SHEET Ifl @ W®OR�OFT�OR� _� 5 OR DETAIL X PLAN mOR -�-0 O O� ®a - T-O.O-0.0- N INSTALLATION POURED CONCRETE OR � - - 6- 7..8 1 REDO REQUIRED RETE BLOCK wAl1 ©•®.'©'©' 1©•OO ©�O O®� 1 HV BLADE OR 14 HV WINDOW BLADE INTO ®•®a©•®ap•®a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SQ END CONNECTION DETAIL© O ®.® ®-®.® FLORIDA BUILDING CODE(Mon High Velocity Hurricane tone ",lulll ©2020 EASTERN METAL SUPPLY, INC. R^ 02020 TETECO,INC. . ..••... •./r, -; BERTHA HVTM =�3,• A.S■S■A. Accordion Shutter System No.44 67 I L E C O 1 N c. N.V. BADE#1 W/OR W/o RV. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shaffer Systems Frv.H. DE3CRWi1d1 DATE DRAWN eY- M.P STATc .»N W 361h 5L.51. —.vre -GARDENS.1-1.3316 Association, Inc. OLD 17-107 ,/2/202 DATE: 2 j2/2G2° EF �••• Phone (305)87I-1530.F.. (305)871-1531 4268 Westroods Drive x %�Ort`'•.F[ORI P •' �`�` .-1n0 61L.c°♦"'C'm West Palm Beach, FL 33407 3 DRAWING No aFLS `' CA-00719 20-164 WALTE 0a R A. 08t Jr.P.E. '/�hAsN�NIA !``"SEAL/SIGNATURE/GATE FLORIDA UK /44167 5 SHEET F SCHEDULE M1 SCHEDULE /12 cr.HcnUI F /3 MAXIMUM SHUTTER SPAN 'L+' OR "L • MAXIMUM SHUTTER SPAN "L+" AXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ INSTALLATION LEGEND • OR 1-" (ft.) FOR R 'L-' ft. INSTALLATIONS CENTTRMATEZ_ 0 &® Or Or ( ) INSTALLATIONS W/ yy;- CONCRETE & W/ ONE H.V. LOCK ® or ® or or F Wyppp (t) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN AC W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®& ®W/ ONE HV `T' W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A. B, C. D. E, M, N, 0, P. 0, A.S.D. DESIGN PRESSURE RATING. LOCK 0 W/TWO LOCKING RODS ® TOP & (SEE NOTES t.tt) ODS MOUNTING F. K & L R, S. & V. BOTTOM (SEE NOTES (VAUD FOR MOUNTING© (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H. I, it. J WALL MOUNTINGS TOP/BOTTOM) OR FLOOR CEILING: MAXIMAI CONCRETE Q W000 WSTALLATKMNS CONCRETE h W000 CONCRETE MOUNTING & M T. U. W & X ( / ASD�OEM wS.D�DUNA, INSTALLADONS DASD.D INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. EM3� WALL MOUNTING BOOR/CEDJNG EI�IE WALL MOUNTRIG P MTM HOOK/CEl1NG MOUNTSIG DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. 1o,i 1.) MOUNTING (0.r3) FLOOR/QLMk1G IKXMPIIG LAa1> OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (.as-7 (.M-) (.on-O iL00R/WHL MOUNTMO A DETERMINE MAXIMUM SPAN 'L-•FROM SCHEDULE. L♦ (ft) L-(ft) L+ (0) l-(N L M (11) I L-(I) t+ (IQ I l-QI) 0 MAXIMUM SHUTTER SPAN 'L+"OR 'L-"FOR 30 OR LES I6'-D" 16'-0" 16'-0" 1A, 30 16'-0' 16'-0" 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMBED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE --1 -- ` - 105 pef. A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND "L-'. 35 14'-10' 14'-10" 15'-2' 16'-0" 35 14'-10' 14'-10" 35 15'-2' 1 1W-10' 40 13'-10" 13'-10' 14'-2' 15'-2• 40 13•-10• 13'-1 a" 40 14'-2" 15•-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' ) 13•-l" 13•-4' 14'-3" 45 13'-1' 13•-1' 45 13'-4" 14'-3' t HV CORNER CENTERMATE /3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-B 13'-7• 50 12'-5" I 12'-5' 50 12'-3" 13•-1- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 V-10' 11'-10' 12'-1• 112'-11• 55 1V-10" 11'-10' 55 IV-1' IV-11" SHALL BE AS INDICATED ON MANDATORY CONDITION J2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-a• II'-4' 11'-7" { 12'-4' 60 11'-1" 11'-4' 60 10'-2' 10'-11" NOTE 05. SHEET 5. RATING: 65 10-10 10•-10' 11'-1" 111'-11" 65 10'-10• 10'-10" 65 9•-5" 10'-1" DETERMINE: 70 10'-6" 10'-6' 10'-9" j 11'-5' 70 10•-6" 1 10'-6" 70 8•-9" 9-4' L,+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _ L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10-1• I 10 1 10'-0' 11'-1" 75 10-1' 10'-1• 75 - 8'-9' ttEXCEPT THAT MAXIMUM SHUTTER SPAN "L+'OR INSTALLATIONS. 80 9 10' 9' 10' 10'-0 10'-9' 80 9 10' 9' 10' FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE + - •L AND MAXIMUM AS.D. DESING PRESSURE RATING FOR 85 9-6' 9 6 9'-9 f 10'-5• 85 9 6" 9-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK t IyI SMWl BE LIMITED AS FOLLOWS: RATING: 90 9-3' 9 3 9'-5 i 10'-t' 90 9-3' 9'-3' DETERMINE: 1111 1 95 9'-0" 8'-9' 9'-2" 1- CONNECTIONS TO KEYSTONE MOUNTING 9'-10' 95 9'-0' 8'-9" L­ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. I - - LIMITED TO +64,-72 ps.f. AND 8'-0• SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEIUNC MOUNTING 100 8'-9' 8'-4' 9'-0' 9'-7• 100 8'-9' B'-4' MOUNTING OON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' 8'-9' J1 9'-4" 105 8'-7' 7'-11' 8'-7 ; 9'-2' 110 8 4' 7-T FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8-2" 1 7•-3' 8•-4 W-11• 115 8-2• 7-3- MINIMUM BETWEEN "L,+', 'L2+", 'L,-'AND "L2-" 120 6'-11" B'-2" B'-9" 120 8 - --0' 6'-1 SEPARATION TO GLASS SCHEDULE B'-0' I 1 1 1' 125 7'-10' i W-8• 8'-0' 8'-5' 125 7'-10' 6•-8' AL W TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-8' 6'-5" T-10' 8'-1' 130 T-8' 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-7• 6'-2' 7'-9" ; 7'-9' 135 7•-5' ' 6•-z• WIND ZONE MINIMUM SPACING. 140 7'-5' 5'-11• 7'-T 7'-G" 140 7'-5• 5•-Il' ASTM E-1996 SEPARATION 145 7'-3' ' 5'-9- 7'-5" I 7'-3• 145 7' 3' 5'-9' TO GLASS - --150 7•-2• j 5'-7' 7'-4' 7'-0' 150 7'-2" 5'-7' 1 55 7'-o' I 5•-5" 7'-2• 6-9- 155 7'-0' 5'-5• THRU 3 160 6'-it" 5'-2" T-1' 6'-7" 160 6'-11' S'-2" 165 6'-10' S'-1" 165 6'-10' 170 6'-9" 1 4'-11' 6'-11' 6'-2• 170 6•-9' 1 4'-11' 175 6'-7' 4'-9' 6'-9' 6'-0" 175 6'-7' 4'-9. 180 W-6" 4'-8" 6'-8' 5'_1D• 180 6'-6" 4'-8- _1_ H V BLADE 185 B'-5' 1 4'-6' 6'-7- 5'-8" 185 6'-5' 4'-6' 190 6 4 1 4' 5" 6' 6 5•-6" 190 6'-4" { 4'-5" -I-._.-.. 195 6 3 : 4-3 6-5 6'-5 5'-5" 195 6' 3"-- • • I 4'-3" 200 6'-2 4'-2 6'-34" 5•-3" 200 '-2• 4-2 205 1' 205 6•-l- 4'-1' FLORIDA BANDING CODE Non High Velocity Hurricane Zone 02020 TILTECO,INC. ®7020 EASTERN METAL SUPPLY, INC. BERTHA HV :. ♦�P �\G "s `�9'�' A S S A Accordion Shutter System . . . . RV. BLADE/1 W/OR W10 H.V. WIDOW aADE s No. 1 -- American Shutter Systems DESCRIPTION DATE OwwN BT:MICW.L.G. *: TILUT TESTING & ENGINEERING COMPANY Association, Inc. T OLD 17-107 202 ATE: 7 2 2020 0. 5 N.W.3MA.St.SW.305,MOINA GARDENS.rLWDA 3316 /2/ // -O'• _ / 4268 Westroods Drive a STA OF Ph-a (305)87,-1530.Far:(305)87,-1531 DRAWING No 9 A� t4 R-1Aou:6R«000a.— West Polm Beach, FL 33407 3 FS''•.,, ♦ WALTER A TIWT Jr.P.E. �''''�pS/ON1/SIGNATURE/DATE Hama u<. 44,e7 s SHEET 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHFDtI F FOR A cIVEN MAX, SHUTTER SPAN- A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING ]�(PF FOR C014CRETE OR CONCRETE ANCHORS SPACING IEGEM POURED CONCRETE SEE A B.c 0 0 F ON SHEET 6, POURED c ILRETE BLOCK ---- TAPCON OR -ImtN 'A WALL HEADER MOUNTING A WALL HEADER MOUNTING ®WALL HEADER MOUNTING (D)WALL SILL OUNTING D WALL SILL NOUNTINC k ,MULL HEADER/SILL TAPCON WITH ADVANCED SPAN w/t2' W/14 W/ w/14 MOUNTING THREADFORM TECHNOLOGY (N) AS.D.DeM K(AI E PKSW Mllla S0.0=NWK Pffl=K MTMO[n+ASD.ESIM KWK PREM.[PATNG D.OEMMWM PREMW RATMG ASD.OE516M IEoM PWSS K M1N0[PM 6Sn OEM NM41K PREIRK a0919 ( ALL POINTS SOLID-SET 30 40 e0 75 90 120 160' 30 40 60:75 90 120 160 205 30 40 60'75190 I:12011001204301401 601 73190 120 160 205 30 40 60 75 90 120 160 205 30'40 60 73 190 11201160120.3 BLUE TAP to 11 10 9 8 8 e 6 11 12 10 9 e e 6 14 12 t 9 e - 1{ 12 t0 9 e e 6 '.SS e e e 1 3'-0" 1/ 12 IO 9 e a IS a 1{112'10 i 9 B e IS !6 11 1! 10 t e e e • 14 12 10 • ! ! 1 6 e 14 12-10- 9 e e 16 '6 8 B ' 9 ' B 8 ' a e 1 8 TAPPER+ DR LES 14 12 10 9 a 8 6 S 14 12 10 9 8 8 6 e /1 I! 10 / • a e 1 6 /1 112 10 9 a e s 13 14 12 10 9 ■ ■ 6 6 e' e' e' a e e s aA 14_12_10 9 8_8 6 6 1/ 12 10 f 8 8_ 6 6 14 12 10 a • e e 6 1{ 12 10 f e e • - 14 /2 10 f e • 6 e e e e e e • s i 14 12 10 9 9 8 6 1 2 a ~e 6 6 14 6 e 6 14 12 1 9 a - 1!11 10 9 • - 3 e e e a 14 12 10 9 6 e 6 4 14.12 16 f_ ■ 6 6 6_ 14 12 10 T.N.. B 8 6 14+12 10 9 e • _6.6 - l4 12•10 • e_ • f 16 e e - a e e 4-0" 14 12 ,0 9 6 a ♦.5 - 14 12 10 f • 6 6 1 14 I! W e 6 6 l4 12 10'9 a 1 - I{ 12 10 9 • e e a e e e a s- _ 14 12 10_9_8 6 6_4 14 12 10 9 a 6_6 6 14 12 10 e e 6 14 12,10 9 e a _ - 14 12'10 f e • s - e e e e e ! 7 66 14 12 10 4 a 8 4.5 - 14 12 10 9 e a -6 3.5 14 12 10 f • a 4 6 11 12 IO 9 7.S - - 14 12 10 9 73 83 - - e e s a 73 53 _ u 12 10 9 8 6 4 5 - 14 1 12 10 9 e e 6 3.5 14 12 i■ •_ • • e '6 t4'12 16 9 e -7 ' 14 1 12 10 _e 6 • SEE ANCHOR 5-0 14-u 1D 9 a 5.5 - 1{ t2 to 9 a_'a '43 i - 14 12 io 9 a -a e s 14 12 io'a e !3 - 1a'12 10 -0 6 7 - a a a e_ fi 7 i SPECIFICATIONS _ _._....-- I- __ __ ---- .-- - - - - - �� ■ s a 7e Sh -4 ON SHEET 13 14 12 10 9 a 8 4 14 12•t0 -1 e ■ e 13 14 12 t0 9 B 8 e 6 14 12 10 B a 14 I2 i0 Y a 75 8! e 14 12 l0 9 e 5.5 3- 1/ 12 10 e • 43 14 12 10 9 i 8 e 6 14 1 9b 7.3 4 14 12 9b 7b 6.5 3.5 - p 8 • 73 •.6 18 1■ - 14 12 10 9 a � - 14 12 10 9 6 a '4.5' - 11 12.IO 0 8 6 9 .6 14 12 /0� 9 �a / - - 14 12 10 9 6 8 4 - a_ s e s e- e ■ 7..5 6 0• 14 12 ,0 9 f 3 - - 14 12 10 9 a 6 - - 14 t2 10 9 e 8 6,8 S5 14 12 10 9 43 - - - t4 12'10 f 7.5 ♦ - - a e e e 7b 5.a 1 3 4 12 10 9 a 5 - - 14 12 10 0'e a 4 - 14'12 10 9 e 's a 3s t1 1a'1o' a 5 14'12100 95 4,5 - - 9 s s s e 9 43 _ ��_- - _--,1-2 10 9 a 4 - 1 12 10 9 a'63 ! - 1{ 12 10 9 8 a e - 14 12 8`4.5 - - - 11 12 a J3 55- - - • a e 6.5 3 N 11 10 •- 8 4 - 1a1 12 10 9 a C5 J - 14'12 to 9 B a 6 - 11 12 10 9 a - - 1{ 12 10 9 a a 0_ 7.5 6 7 �• 14 12 10 f {.S - - - 14 12 /0'9 8 ♦ - - 14 12 10 9 8 7 4 14 12 10 5.5 _ 14�12 10 1 6 6.5 - a e' 6 6 •3 5 3,8 - I4 12 10 f 73 7a - - 1{ 12 10 1 9 9 6 11-12 10 9 8 6 6 14 12 10 6 14 12 10'8.5 7 e 8 1 a e 7 a { 14 12I. 10I. • 53 3 - - 14 12 10 9 9 -i5- --- 14 12 10 9 �e e - 14 11 ] S5 3.5 - - - • e 7 5.5 _- t4 12_ 10 9 53: - 14 12 16_9 a 45 - 14 12 10 9 6 8 - 14 12 10 7 4_ '- 11 12 10 9 'B 7 - !- 0 e 6 p 73 7 8-0. /4 12 10 9a 3 - - t1 12 t0 9 a 1 14 12 0 914 12 10 9 B as - 14 12-6.5 3 -- - - 14 1 12 as 7 4 - - a 1 e a 7 aS s _7- SEE LtM ATIONS OF USE FOR - 12 9.5 - 14 12 a.5 7.5 4.5 - a e e 7.5 !- 13 BLADE 1�A ON SHEET 19 1 1 10 13.- - 1{ 12 f0 9 7b' - 11 t2 l0�9 e.. - - IJ 93 { - - - - PS F5 5 _ --_ 6 e_�65 5 - 11 12 10 9.■ 4 -.T- - 11 t2{j 10 f 73 - - 1- 1a 12 t0 9 e - - - 1{ 12 10 5 - - - 14 12 10 9 55 - - ■ e- a 6 • eb i 3 9_0 I4 12 0.5 1 1- -111- - 14 12 f0 1 43 = - - tI ,2 10 9 ].S - - - 1/ _13 4.5 i - - - 11 I1 9 73 6 - 8 8 ]5 p 4 - - N I2'10 6 1 - - is 12 10 e 7 = - 11 12'10 9 `e _ 14 t1.8 S - - - 14 12'a 93 - a a 9 e.S'SS'a - - 14 12 9.5--5 3.5 - -`- t4�12 10 9 - - - - - - - - - 1.5;•5 Sb - 10•-0� 14 12 9.5 5 3.5'- - - t4 t2 10 9 63 - _ _ - 14 12 10 9 0 - - - 14 12 7 - - - - 14 12 10 7-S 5 - tO' la ' a e a 73 4.5' - 1♦ 12 63;3 - - - - 14 12 10 •_ 14 12 10 9 6 - - - 1/ Ob 3 1 - - - - 1/ f03 7 3.5 -�,- - - ) ] 1514b 33 - - 14 12 9 4-S 7 _ 14_12 10 e S -- 14 12 10 9 a 14 11 74 17 73 - 7.3' 6 I S 14 12 7 - - 1 i- 11 10 - - _ 14 12 10 - 03 e - - - 03 e - 3 - - - - S 4 3.5. - - - 1/ 12 7 /2 10 1- - 14 12 10 - - - - 14 12 3- - - 11 12 10 - - - 9 8 8! 7 33 11'-0' 11 /2 4 -+ - 11 12 10 11 Ix 10 - - - 2S fa - - _ - 23 •5 6 - - - e s {! 3 - -_ _ 14 12 {.6 - - -•- - t4 12 10 - - - 14 13t0 - - - - - 3.510 - - - - - i410 ] - - - 7 _. - S 5 431 a.■ - - - - - 14 11 10 - - - - 1{ i2 10 - - - - - 9S 7 - - - - e3 7 13 4.514 12 L5 - - - - - 14 Ix ,0 - - - 1Y 12 10 - - - - - N 12 ♦ - - - 11 12 10 - 1- - - 8 a 8 6 J mm 12•-0 11 12- 3 - - f1_'12 6 - - 14 12 t0 - - 1S a.} - - I.S a.S s - - - - 9 e 5.9 4.9' 4 - --- ,4 12 5 - - - - - 14 12 10 - - 14 12'10 - - - - - 2.5 f 3 - - - - - - Sb 9.5 43 - - - 8 6 6 S a - - - I♦ 12 _ _ _ _ _ _ 1/.12 _ _ - _ 14 121- - - - 9 4.3'_ _ _ _ _ _ _ _ a 6.9 /.93.3 3�_ _ _ _ 7f11H 14 11 _ _ 14 12 - - _ _ _ _ 1{ 1I 14 12 _ _ _ 14 14 - _ _ _ _ _ B 8 8 a a 4.5' _ ,4 10 - - - - - 14 12 - - - - - - it 12 - - _- - - 0.9-s'- - - - o.S s - - - - - e 8 5 4 3.5 1 HV BLADE OR V BLADE 14'lO 1- -.._- 14 f2 _ _ _ _ _ 14 12 - - - - '- - tS�b - �- - _ _ - 1.6 as - - - - - B a 5.5 45 - - WA) HV WINDOW BLADE 114 12 - - - - - - 14 12 - - - - - - 14 i I - - - - - fi ` - - - - - • - - - - - - a e 4 3 - - 14'-0� 14'12 14'12 - t 4 1 12 1--. 14'9 _ _ _ _ _ 14 12 - - - - - - 6_.a 9 8 7.5 4 - - WORKING IN UNISON 14 7 14 12 14 ,2 - 10 4 10 71 8 7.5 5 4 J I4 11.5 _ _ _ _ - 14 12 _ _ _ _ _ 1♦ 12 _ _ _ _ _ ':5 4 _ _ _ _ _ _ C s._'_ - - T_ 6 a 5 ♦ _ _ _ 14 - - - - ti _ _ _ _ t4 75 55 35 - 15'-0" if 114 1I - e e e 7 fs - 1_ I_ - - 11, l - - _ -j' 14 _ - - 9 - - - - a - - _ _ - 8 71.53"" 3�,- f4 _ _ffff 14 -JI- 14 to __ 10 8 7.5 5 4 - _ L 4 _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 2 _ _ _ _ _ _14 _ _ 14 _ _ _ _ _ = _ 11 = _ _ _ _ _ 14 _ _ _ _ _ - 14 _ _ _ _ _ _ _ as 7.5. 6 3is - - - - _ 14 - - - - - - - 14'- - - - - - - a - - - - - 8 - '_ - - ,4 - _ 14 - - - - - - - ,. - - - - - 9.5 - - - - - - - 6 ] ..5 - - - - - RLIDA BUILDING CODE(Non High Velocity Hurricane Zone N04 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. `�r`Q�, .• t/r,;% BERTHA HV,. \�\CEN A S S A Accordion Shutter System . . . . H.V. a19DE#1 W/OR W/o H.V.wNim a" _n N0.441 iAmerican Shutter Systems REV.Pk TILLIT TESTING k ENGINEERING COMPANY Ya °H DATE pMr'M BY-. Mr F e355 N.w.3Mn.St.,SW.305.AKI"GNIOENS.FLWIW 7 16• Association. Inc. , OLD 17-107 /2/ DATE: 7 2/2020 --a STATE PIgn4;(3os)en-1s3o.r9. :(3os)s71-1s31 4268 Westroods Drive x 9 . .ij fin4 M-f.=om West Palm Beach, FL 33407 3 DRAWING No 1 04" "ORI •'�```� CA-DDD6719 20-164 F•' �\ Wu TER A.TILLIT Jr.R E 4 "';" S/ONAI Nif''�°SEAL/SIGNATURE/DATE FLORIDA 4 41,67 3 SHEET 5 12 OF 20 ANCHOR"MMIMUM SPACING firij SCHEDULE FQR A GIVEN MAK SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DERM NELtM PRUSURE RATING AND A CORRESPONDINC WOWLIMT'TYPE FOR CONCRETE OR CONCRETE RM I ST IA t (SEE MOUNTMS E,G.&H ON SHEETS 5&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Pot= mom ►01WM CONCRETE W TO EXISTING POURED CONCRETE:(Min.Fc- 3 IaN) MAMAIM EOWALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. (Min. rc 3 M9i) SPAN - 1/4ti 6 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT Sc SPECIALTY COMPANY. (Min. VC -3 IMi) (ft) `'-D.OE3XM SL OEM PR64■E RITIIG SD.ON911 IEGiME PRMK■itc(Re) TAPCON - 1/IY BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min.Vc - 2 k i) 30 40 60 75 90 1!0 180 30 40 80 75 90 120 180 205 30 10 60 75 DO 120 160 TAPCON WITH ADVANCED - 1/4•0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT, INC.,AND DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 10 _ _. 4 12 1 6 B 6 6 14 12 10 THREADFORM TECHNOLOGY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AAERICAN SHUTTER SYSTEMS ASSOCIATION.OTC.(1,I Yc- 3 Hsi) 3'-0 14 12 10 9- 8 ■ f ■ 11•12 f0 9 B e 6 B t a 12 10 D 8 ! 9 _6.. _ --- ----"- I - - .. - ALL POINTS WUD-SET NOTES: �()RLIS 14t2 10 9 ! 6 f 9 f1 12 10 • 6 8 6 8 14 12 10 Y ! ■ f 6 - --- 14 72 10 9 8 6 9 7 14 12 16 9 • 8 6 6 14 12 10 • t t f 9 BLUE TM W/GAP A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WRM ADVANCED TMREADFORM TECHNOLOGY ANCHORS AND TAPPER+ -_-_ ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. _ Ix 10 9 t_ f S _ TAPER+ 1 1 9 8 7 Sb ].9 1♦ 1 10 8 0 6 6 11U 12 10 9 8 9 f ! 14 12 10 9 t 0 6 6 14 1x 10 0 .4-0• AT)MINIMUM EMBEDMEM OF 1/4"1 X 3/4"ALL POINTS 50L10-SET ANCHORS SM1N.L BE 7/8•INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9 8 8 / 4 14 1! 10 9 8 t f 4.5 14 12 10•9 8 f 33 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND --_ 14 12 10 9 6 8 -6-4.5 14 12 10 • I • ill 15 14 12 10 • • 8 • 1.6 1"MINIMUM FOR WALLS WITH NO STUCCO. 11 12 101 9 7.5 " 3b - 14 12 10 9 8 ■ ■_ S 11 12 10 9 8 5.5 { •SEE uMJ[AtnNs OF u5E PoR 14 12 10 f 8 6 8 8 14 1! 10 9 8 0 9 6.6 14 12 10 0 • t 9 ♦.6 �' CN ��T 19 A3 IN - - - ) CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10!9 8 7 4 - t4 1! 10 9 8 03 6 3b 14 12 10 5 0b S_ ,3 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 1{ 12 10 9 8 7.5 • - 14 12 10 9 8 t 9 4.6 14'12 10 9 t i ♦.S 75 NOTES Al)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 ti 9.5 73 6.5 4.5 - 14 1 10 9 • b _ _ _♦ 14 12 1 9 t 9 4_.5 SS INSTALLATION INTO DES WITH METAL STUDS SEE SHEET 20. 8•-D• 14 12 10 9 8 8 6 - 14 1! 10 9 6 9 f 6 14 12 10 9 0 u S 33 1� 12 10 9 7.S 5.5 } - 14 11 i0 8.5 -7 bA-{ 7- 14 12 8 63 5.8 {- 7 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 8 6 - 14 12 10 9 • 9.5 t 14 12 10 65 8 5 4 - 1/4♦TAPCON OR TAPCON WITH ADVANCED THREADFDRM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. 74 12 6 8.3 9.5 3T - 14 12 10 9 ■ f.6_♦ 14 1210 8 7 3.5 3 - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 14 12 10 9 8 6 - - 11 12 10 9 -7 6 4 14�12 10 9 7b 6b 1 7 - 1/4"8 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7 0• 14 12 10 8 6.5 4 - 14 12 9 7.5 • 4.6 3.S 14+1 M5 1 15 4b &S --- - 1/4"9 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 1D Bb 7 4 14 12 10 9 7.5 SS 4 - 14 _12 9_ 7 7.5 4,3 - _ OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE A MERICA/SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 {.5 - - - 1{ 12 10 9 �73 SS 4 - 14 12-9 7 8 ♦_.6 3 - 14 12 10 9 (8 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 8 16.5 6 33 - NOTES: 8'-0• 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4•AND TAPCON 11 12 9.5 7 15.5 3 - - 14 12 B 5.5 5.5 4 3 2.5 9.5 6 5 4 3 - - t4 12 9.5 7.5 6 14 12 9.5 8 6.5 5 14 12 8 6 6.5 • WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 W5 65 5 3.5 - - - 14 122 10 8 6'5 S - 1- 1/ 12 8 65 5 4 A - - B.2) MINIMUM EMBEDMENT OF 1/4'f a 3/4' L POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLACK. NO 14 12 10 9 B - - - 14 12 10 9 7.5 4.5 - - 1♦ 1211.5. I S.5 1 9-D• 1♦ 11.5 7.5 8 4 14 11 7 �5.5 5 '3.S - 11 f - 4.5 33 - - EMBEDMENT INTO STUCCO SHALL BE WITH NO 1/4"h20 S.S.MACHINE SCREW USED SIUIL BE 1 1/2"LONG MINIMUM SHOULD STUCCO - - - - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 6.5 4.5 - 14 tx QS 7 �15�/ - N 165 7 Sb • '43•-_ -- -i.5 6.3 S.J 4 -�- - 14 12 9 7 6 4b - - 14 11 7 bb 4b 3.6_ - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-C" 14 12 10 9 7.5 - 14 12 10 9 43 S - - 14 11 8 4 5 _♦ - - ANCHORS SKULL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14.10.5 7 5 3.5 - - - 13 ■3 f3 5 4 3 _ 10 ]3 _5 _♦ ] - NOTES 9.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 5.5 - 11 11} • f 6 ♦ - 23 93 • 6 4 4 FOR NWAUA40N INTO EIFS WITH METAL STUDS SEE SHEET 20. -0.5 e 5 - - 14 12 111 A6 4 - 13 10 6.S S 4 3 11'-0" 14 12 10 - - - - - I4 12 9 7 t ♦b _ - 74 /03 7 54 4.53.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7 '25 9.5 5 - _ _ _ _ 12 9 9 43 4 _] - - • 4.6 ]b ] - 14 to_ 7 - - - - - 14 /0b 7 6b 1.6 - - - 13 0.3 OS 4.6 A75-_---=--1-= (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5'..7 -.5_-_ _ _._____ 11 1Qt4 12 9 t 43 4 - - _ 12'-0a12 1D - - - - - t4 / 68 - 130 &3 5 1 115B545 - - - - - 11 SS - - - 0 f 1 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D. LESS IIUN THE INDICATED.REDUCE ANCHOR SPACING JS 9.5 6__ __ 13 19 ♦ O3 8 S 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - - - 14 103 T1114: 1!3 - - - 11 t.S 5-5 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' 1{ t2 12 17 f 6 45 { - - - FACTOR 10.5 10 73 - - 7b SS 4 3 - - - - AGTIIAL12 5 es - - - - 12 f)- -- - - 93 7 5 4_ _- - - - EDGE TAPCON READFORWM TECHNOLOGY �POINT SOLID SET BLUE TM W/GP TAPPER ADVANCED - ..-- e. - - - 1 .1 S t3 5 - - .5 1 5 ♦ "_ - _ - DICTANI MK LADE ORT" I " --- 14' 0" 14 SB 7 5.5 - - - - 11 83 S.5'4.1 - - - E.D. MN.SPACING-1. MIN.SPACING -3• M91.SPACING- 3 1/2• MIN.SPACING-3' 3 3/4• SPADINGI- 1 _ _ _ 9 i 4.9 3.5 - - 7 6 7.6 J _ _ _ _ -_ & Nggy OO�h Moo,B,_ POURED _ - PGlBD OOOEtE 034OWM IDOL URED CONCRETE RED & CONC 11 i S.5 4.S - - - 8 fb {b - - - - -5 Ik W CONCRETE BLOCK AIL EO•J 1 AIL ED.- 1 CONCRETE BLOCK CONCRETE BLOCK AIL EA•31 1/L E -21 ._.. .__. IIH LO.3' MN EA•31/Y YH ED.•Y 11.5 ,. - - 121 to es - _ ob 11 e - -_ - - BLADE WORKING 3• 1.0 0.90 1.0 0.78 1.0 OA4 1.0 _ 15-0' 9 - - - - - - - .5'e3, 4 - - - - 6-a,-s 3 _ - IN UNISON ♦ z 1/2•- - ob1 1.0 - - _ adz 1.0 10 - 6 5 - - 8.5 6 4 _ _ _ _ _ _.. 2" - 0.71 - - - a_S_1 - ___--__---- -A _.� - __- - _ 1505999 6.5 45 _ _ _14 - _ _ - _ ;5 =.5 6 _ _ - _ - 10 7.5 5 - _ _ _ _ 1 3/♦• - Ob1 - - - _0.43 - 6 4 _ _ _ _ _ 6 4.5 ] _ _ _ _ 1 1/2• 0.35 - - OL,7 5 - - - - - 6 -6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity HuTTicone one 02D20 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. Q� .• r,; __ BERTHA HV1M �.��. ��CE 9 . ASS A F'•• • - Accordion Shutter System No.44 67 = I L E C O I N C. ■ ■ ■ ■ H.V. BADE#1 W/OR W/O►tV.WNDOW BADE S*•: '* ZQ/j p TILLIT TESTING & ENGINEERING COMPANYShuMK SystemsREV. DRCMPTWN DATE DRAWN BY: Ms 6J51 N.W 36tn 51.,S. .1.NRGRNU GARDENS.9_MI)A 33Y AftOOICfI0114 I11C' 1 OLD 17-107 7/2/202! DATE: 7 2 2020 a' STATE F Pnora: (}05)8J1-1530 Fox: (3C5)871-1531 4268 Westroods Drive 2 //A//4.CV S/•"" • ooco l=om DRAWING No West Polm Beach, FL 33407 3 AmO719C 20 -164 WALTER . .� A ORro 4`167 s SHEETAA/hPN p1n\IEAL/SIGNATURE/DATE 9 13 OF 20 Imam AN(SIrlw SPAGN+C Cf`lIC7LN C FAR A CIVE71 MAX- S►N nux SPAN. .S.0 OESM NEGOIJ PRE5SL4 R•nN0 Al,O!' A 9NEWA^..N.^"'2 NOLL ON S 7YM FOR E OR CONCRETE BLACK INSTALL AWNS (30 MOUNow L J,K! 1FEr 7) - - --- BALK 01ER r1f,TRDICH QRNN MD MOUNTM (K)WALL/FLOOR MOUNTING QWAU.~aKK MOUNTING TAPCON OR -_ VAN(N OM IBOUN 1 iGt R999 1;* SD.OMNB'a16E PN59■NOS&eL901 NrA+E FedIR R119R D25d1 N9'i1M A9]eN a0i'p1 TAPCON WITH ADVANCED 30 40 00 75 90 120 180 205 30 40 00 75 90:120 100 205 30 40:60 7s 90 120 190. ]0 40 00 75 90 120 100 205 THREADFORM TECHNOLOGY 1 12 1 6 t t 12 , ,i 1 ALL POINTS SOLID-SET 3'414 14'Ix'10'9 'e a '6 612'1212'12'12'12'937 7 '7 '7 7 7 '7 '7 .7 6 'S - - BLUE TAP ;g14'12'109 �e e '8 '6 u'1z'u 12 j0.5 '6 .4.5 7 .7 .777 '77 '63 5 'S '31s '3 's la �s .. '12'10'9 a ■ a + 12 12'12'12 12'10:73'6 7 '7 7 7 7 7 7 7 5 a 'a '5 'a '5 t 3 '5 ---- TAPPER. 14 12 10 + e e 6 t 1212:17 12 •13 e3&5 s T 7 7 7 7 7 sa 4 S S a 6 s 5 5 4 - N-12'10 9 0 e 6 6 12'12:12 12'129A 7 '�S8 7 '7 7 "7 '7 7 7 7 5 5 5 *5 '5 '3 '5 '43 4'-0' 14 12*10 9 e 0 0 6 12 12'12 '93'e 6 '43'35 7 7 '7 '7 17 :7 '63'5 5 's 'S 5 -S '5 5 '5 f1 12'10'9 a 0 6 -1 12'12'12 12 l0 jES'Sa 4 7 1 7 '7 7 7 7 .53 3 S`5 5 _5 5 5 S -" 14 12 la 9 e e e e 12 12 ix 11 9 7 5 4 7 7 7 7 7 sA � 3 3 `ae` 5 s s 4 b 5'-0, 14 12 10�9 5 6 6 6 12'12 12'12 10'7.S's.S'4 7 7 7 7 '7 7 7 7 5 5 5 '1 .5 6 5 5 14'tx'i0'9 a a 'a 'e 12'1z 93'7.3 6 4.5 &5 - 7 1 '7 7 '7 '7 's '3s s 's s s 'a s 's '4 re SEE-CII 14 12 10'9 0 a 6 f 12'tY'12 '9s'e 6 '43'- 7 7 7 7 7 7 'SS f 5 's S S S S 'a '4 14 12 10 9 a a a 6 OR 12 12 113 9 7.0 33 ♦ �3 7 7 7 7 7 45 33 - s s s S 6 4.5 33 - SPECIFICATIONS 6,-0* 14 12 -10 9 e a '6 6 12 12 12 10 e a 4.5 u 7 7 7 '7 '7 '7 '7 7 6 3 's 5 5 s 'S 'S ON SHEET 13_ 14 12 10 9 6 0 e a 12 12 10 0 5 4 3 7 '7 77 -7 a.6''4 5 5 55 a a 4 3 is /2 10 9 e e 6 e 12 12'10 a &5 S '.,75�- 7 7 7 7 7 6 43 - a s S 5 5 5 4-' - u 12 10 9 e s e 1i' iiiz'm a ae s u. i'r r e� s - - 5 5 5 5 6 4 3 - 14 14'12 10 9 a e 6 e 12 12 12 &b 7 6 { 3 7 7 7 '1 7 7 1 6 5 5 5 6 3 S '3 'S 14 1x'10'9 e 6 0 6 12 10'GA 5 '4.3'3 - 7 7 _7 7 •3 5 3 -- 5 5 s 5 5 5 'u 3 4'12'1a 9 e A 6 '6 2',2'al'7 &5 y - - 7 '7 7 7 '7 s -- - s s s s :6 s 4 '- 0 VAUD ONLY FOR UP TO +70, -75 -- 14 /2 10 9-s-p-n-'- 12 12 as 7 as -i s - i777 7 &a 4-5 3 - - 3 .3 -s 5 u 1s - - PSF 0.5.D DESIGN PRESSURE 14 12.1a 0 a 12'12''0s'7.5 6 '4.5 3A-- 7 .7 7 .7 '7 -1 '7 4 5 6 5 5 '5 '6 5 5 RATING & FOR SPANS PER 8'-0. a 12 1. 0 '- 12 96 s.a'4 ] '- - 7 77 '7 �•3 4 '- - 5 5 5 S 'S 43 '- 14 12.10 9 a 0 6 - 12'11 7.5 6 S .75 - - 7 7 7 7s'a '13 - - S 5 'a 5 5 4.S'- - SCHEDULE /3, SHEET 11 --- 14 12 10 -9�-E.-.e_ - 12 L57.5 0�8_ - 7 7 1 5 5 5 4 3 - 9'-0, 14 12'10 9 0 0 - - 12 12 93 e3 5.5 4 3 - 7 7 7 7 7 7 '6 3 5 5 5 S 5 S a 5 14'12'10'+ 6 6 - 0.5 6 '5 4 3A'- 7 7 7 6 5 35 - 6 5 '5 5 6 . 3 - _ 14 12�10 0 '9 6 - 12 10.64 5 43 - 7 7 '1 6.5 - - - a 3 5 5 5 '4 - 4 14 12 10 9 e 6 - - 12 •0.5 7 SS ♦A 3.a - 7 7 5.5 4.5 ! - - 6 a 5 43 3A - - - 10'-0'14 12 10 9 0 6 - - 12 11 5.5 a '5 3.5'- - 7 7 7 7 ' ,-1 43.- 5 -5 5 'S a a a 43 'I♦ 12 W 9 0 6 - - 0.s;743;333 - - - 7 7 7 '53'4A'- - - 3 'S 5 !14333 - - 1♦ 12 109e6 - 129 -65 4 7 77 65 5 - - -` 14 12 10 -9 a 5 - - 12 9.5 0 -S 4 .3 - - 7 7 S 4 3 - - - S 5 6 4 rS - - - 11•_0,14 12 10 9 .0 0 - - 12 10 7 '5A.433.5 = - 7 7 77 7 7 "3.5-- 5 5 5 S 5 5 S 4 1 4 12 t0 9 a 0 '- - a363.4 4 3 - - 7 :7 .6 '3 4 - - 5 5 S S :4 3 '- - 1 HV BLADE ONLY _ 14'12 104 e e - 11'e 5.5 4 - - - 7 7 7 'S543 - - - 5 5 . s 43'- - - - 10 11--�l-{ 1.5 63'5.5-4-5 -=�-r- 7 7 a• - - s s 4A 3.3`3 - - '-0. 14 12 10'9 e - _ - 12'9-1 e.S'6 1 3 - - 7 1 1 1 '1 a 3 - a s s 5 a 5 43.- 123.5 14 12'10 9 a 6 a 4 3 7 7 '6.6 45'33'- - a '5 S '43'4 3 - 14 12 '10 9 e 10 73 5 4 7 7 6 a - _ _ _ 6 5 a 5 '4 - - - --- 1412 10 9 e - - - 0A e 5 4 Sa - 7 L5 4.5 ' - - - 5 5 C 33 3 - - - 13•_0.14 12*10 9 a - - 13'U'6 4-5-3-5 3 - - 7 7 7 7 7 '4A'- - 5 5 5 5 6 a 43'33 14'12 10 9 a 7 '&a 33 3 - 7 7 5 4 3 - - - 6 5 5 4 3 - - 14 12'l0'9 -6 -_ - _ 9 7 4.5=.75 - - 7 7 '5.5 43'- - - - 5 S 6 .L3 1i/2 10 9 - 10 73 S 4 3 _ - _ 7 11 4 '3 --� - - 5 5 1 ] - - - - 14 '12'10 9 - - _ - 03'a SA'4 3.5 - _ - 7 7 7 7 7 ♦ _ _ S S 6 5 'S a 4 3 14'12'10 9 - 65�5 3 7 1 'a '&a'- - 5 5 3 4 - - - _ 14 12 10 9 _ - - 63'U 4 _ 7 7 S ♦ - _ _ 6 5 S 4 - + 7 43 u 3 - 7 " 33 - - - - - S &5 3 - - - - ,4 10'- - - - - 10 7.9 0 '4 '3 - - - 7 7 .7 7 1 ;&S'- - 6 5 5 S S 5 :4 :3 3 15'-O'1/ '1 '10 - - - - e '4.5 3 7 74.a3 - - 5 S 4A'33 - - - - 14.1 ,o 604 - - - - 77S - - 05 '3 '4 - - - - --_ 14712 10 - _ _ - _ 4 _ _ _ 7 53 33 - - - - 5 3 33 11 12 10 - - - - _ 93 7 4.533-3 - - - 7 7 7 7 6 3 - - 6 5 5 5 'a 4,5 33 - 14'12'10-- 64.5 7 7 &5 4 5 5 4 ']3'- f7r1p, p�1pp,Np�111� p a6 p .9 14 '12 10'- - 1b'S3].75'- -- - - - 7 1 7 '4•.'- - - - - 5 's 43'- '- - - - FL11U OUIW�I9V 1AJUL Non High Velocity Hurricane Lone L NiFF .2020 111 t aG.a9 ®7aB HAS HVINC.Tm \CEN9- r�+ A S S A Accordion Shutter System No.44 - 'L ECQ1!Ic. ■ a ■ ■ KY. SAGE ft W/OR W/O KV.V1 KM WM American Shutter Systems cs121tn1oN-4r7 TIWT TESTING # ENGINEERING COMPANY AeeOClatlOn4 Inc. , OLO t7-107 '/2/202:STATE e3s5 s.w.]:( s. 1 133,twaw:(305a,rla,au Sal11 4268 Westroads Drive x Z 9•, Plion.:(303)e71-1S30.fa::(JOS)a71-IS]/ DRAWING No .-1,wa:94o9e9.1.c West Palm Beach, FL 33407 F'sic'•F�DRf c1; C4-000719 20-164 -111401s/0NAL a1�• -^ WM U..f 44167 SHEET ' SFAL/SIGNATURE/DATE i4 OF 0 MAXIMUM AS_D DESIGN PRESSURE R♦T1NC- B f) ♦lures CORRESPONDING MAXIMUM ANCHOR SPACING an.) SCHEDULE FOR GIVEN MAX, SH TrrER SP u NE�!TTIE AS.D, DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16♦ 17). FOUTHERNE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN FINE SPRUCE PINE SPRUCE PIN 1/2' MIN. COX 2 W MN.G-O.S5. FIR NORTH FIR SOUTH S FIR W/MIN. G-0.50 W/ MIN. G�0.43 W/ MIN. G-0.36 PLYWOOD O W/ W/ MIN. G-0.43 W- MIN. G-0.36 3ww INGSCEIUNG MOUNT 7 WALL MOUNTINGS CDUNG MOUNT T WALL MOUNTINGS CDUNG MOUNT T R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS Ww- MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS W & x W & X W & X P & 0 S&V S 6 v S&v Nli(� 90-05 30 40 60 75 90'05 30 40.60 75 90 OS 30 40 60'75 .90 105 30 40 60 75 90 'OS 30 40 60:75 90'05 30 40 6075 90'OS 30 40 60 75 90'E, 40:80 75 90'05 70 40 60 75 90"05 "-W OR 12 10 10 9 8 8 6 6 6 6 6 6 12 10:10 9 8 :8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 S 4 4 ,{ :3 12 12 12 12 12'1: 1. 112 12 12 1212 12 12 72 12 12 12 4'-0• 12 10 10 9 B 8 6 6 6 6 6 6 12 10 110.9 B 8 6 6 6.6 �6 6 12;10 10'9 B 8 6 '6 6.6 B 6 6 5 4 4 4 3 12 12 12 12 12•1: 12•+2 12 12 12 12•12 12�12�12 12 . 12 10 10.9 8 8 6 6 6•6 6 5.5 12 10 10 9 B B 6 .6 6 6 B 5 12 10.10 9 8 7 6 6 6:6 6 5 6 _5 4 4 { 3 12 12 12 12 12 1: .12 ' 12 12•12 12.12 12 12 12 "D. 6'-0' 12 10 10.9 8 6.5 6 6 6 6 5.5 4.5 12 10 110.9 B 5 6 •6 6 P.5 5 4.5 12 10.10 9 8 3.5 6 •6 6 18 5 4.5 8 5 4 4 �3.5 - 12 12 12 12 12•1. 12•12 12 12 12 12 '12 12 12 10:8.5 7'-0• 12 10 10 9 -.5 4 6 6 6r.54.5 4 12.10 10,9 5 .3 8 6 6,5 4 .3.512 10 107 .3.5 - 6 •8 6.5 4 3.5 6 5 4 4 - - 12 12.12 12 12 1: •12112.12 1210. 12 712'12 x0.56.517.5 8'-0' 12 10 10 7.5 <,5 3 6 6 6 5 .{ 3.5 12 10 10 8 3.5 - 6 5 5-%5 3.5 3 12 10 10 4 - - 6 6 5�.5 3.5.3 6 5 4 - 12•12•12 12 72•1: •12•12 i12 11�9.3 12 i2 '1.5 9 :7.56.5 9'-D• 12 10 10 5 •�.5 - 6 6 5.5.,.5 3.5 3 12 10. 9:4 - - 6 .6 �4.5 4 3 3 12 10 4 3 - - 6 .6 4.5 4 *3 '3 6 5 3.5*- 12*12.12'12 12.IC• ,. '12'12 11.5 5 8.5 12 12 10 8 '6.5 5.5 10'-0' 12 10 7.5 4 - - 6 6 5 4 3 - 12 10• 6.3 - - 6 •6 4 `.5 3 - 12 10 3 - - - 6 6 4:.5 3 6 S - - 12 12 12•12 '1.59_ _-12�12 :U.�8.57.5 12 12 9 7 5 5 11'-O' 12 10 5.5 - - - 6 '8 4.5- - - 12•10 4.5- - - 6 '5.5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - 12 12 12 12 10 S.` 12 12.6.5 8 7 12.12 6 6.5'S.5 4.5 12'-0' 12 10 4.5 - - - 6 6 _4 - - - 12 10.3.5t- - - 6 5 .3.5- - - 12 10 - - - - 6 �5 3.5.- - - 6 5 - - 12 12 12 r1.59.5 a ;2 11•8.5 7 •6 12 71.57.5 8 5 4 13'-0' 1210 - - - - 6 6 - - 1210 - - - - 6 .4.5 - - - - 127.5 - - - - 8 :4.5 - - - - 84.5�- - - - 12121210.'�8.57. •2.1086.55.512 '0.575.54.54 14'-0' 12 10 - - - - 6 15.5 - - - - 12 7 - - - - ",.5*5 - - - - 12 7 - - - - .S 4.5• - - 6 •3 - 12 12 12 9.5 8 '6 •-"12 9.57.5 6 4.5 12 '9.56.5 5 4'3 15'-0* 12 - - - - - 6 - - - - - 12 - - _ _ _ 5 _ _ _ _ - 12 - _ _ _ _ 5 _ _ _ _ _ 5 - - 12 12 11 9 7.3 5 12 8.5 7 •6 4 12 9 •6 5 4 - /6' 12 - - - - - 6 112•- - - - - 5 - - - - - 1.5- - - - - 5 - - - - - 8 - - - 12 12 10.`8.5 6.5 { 12 8 9.5 5 3 '1.58.5 5.3 4.5.3.5 - 1 HV BLADE OR 1 HV BLADE W/ 1 A HV WINDOW_ BLADE WORKING IN UNISON* r.s¢ A1roxs Or,LSE FOR � eLAOE�i w s1EET,B + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHM 10 WALL.FLOOR OR SOLID WOOD SOFFIT SNAIL BE AS FOLLOWS: 3,SUBSONTE SNAIL CONSIST OF THE FOLLOWING: -SOVD93N POE NO.2 W/G-0.55(ND.S) I - 1/4'Y TAPOON ANDOM AS MWAACIURED By I.T.W.BURDEX W/MNIMUM EMBEOIIENr AS INDIONTED AT -OOIJOAS FM W/G-0.50(MAMA) D4CH SEWION ON SHIMTS 16 t 17. -SPRUCE PINE FIR NORM W/G-IL43(N.D3.) DUXPDON:SEE NOTE 2 BELOW. -SPRUCE PNE FIR SOUTH W/0-0.36(NA3.) 2.ANCDRS/0 HOLLOW CERRIG SW111.BE AS PER MOANING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2-COX PLYWOOD(IBM ARA) LAC SCREWS AS PER NOS 2013 SPECIFICATIONS. 4.ANCHM SHALL BE NSrAL ED FOLLOWING ALL OF THE RECONEDOADONS AND SpOW:IDONINS OF INE ANCHOR'S FMNUFACTIIRER. FLORM BIHI.DING CME(Non High Velocity Hurricone Zone �Y�1N1111111 / 02020 TLTECO•INC. ®2020 FAS'! •. MLTK SUPPLY, NC. 0;\, WA:TI T�'�- - -- BERTHA HVTN .3Q� �,�EN 9 ,' A S S A Accordion Shutter System IL ECO �N�. 44 7 ��y ■ ■ ■ ■ HV. BODE/1 W/OR W/b HK NTNDOW RAGE ND. ,*e_ _; American TILLR TESTING 3 ENGINEERING COMPANY Shuttw SystemsMY•11, o!'SCIIIPtpN DATE DRAM Or. Mp * '1C 5 N.W.3M.SL.St..305.WHONM GMODM FLOMOI 3314 AiioCiOtionF Inc. , OLD 17-107 /2/202.- 0A1E: 7/2/2020 ST 633 STATE IF .` -yG Pha :(3D5)s71-1530.FM:(305)571-1531 4268 Westroods Drive 4 9' F Oi- West POIm Beoch, FL 33407 3 DRAWING No i F° WOA T. 4Jr.4 7 4 vY '��AA'),;!0N . %, EAL/SIGNATURE/DATE FLORIDAa u<.Ifs4,6 6 SHEET 4 13 OF 20 INSTALLATION _DETAILS ON EXISTING WOOD BUILDINGS FOR HV & HV♦ BLADES AS APPLICABLE WAIL FINISH MAX. SHUTTER SPAN L+ OR L— FOR INSTIL I eTlnNs INTO WOOD WITH HY BLADE -�ONLY SHALL I D TO 0 f A.S.D. PRESSURE. RATING, SH FMAX A T/AIPCON WITTH OR BE ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1_ do 1A, WORKING IN UNISON THREADFORM TECHNOLOGY 1/4-0 TAPCON OR W/1 1/2'M . PENETRATION I TAPCON WITH ADVANCED THREADFORM TECHNOLOGY in OF THREADED AREA TO W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING I I r I EXISTING WOOD HEADER. WODO HEADER. (SEE SCIE7XIIE ON SHEET 15) MN SEPARARONI B 1{- 1 DR l q4 yy( I (SEE SCHEDULE ON SHEEP 15) , /� TO MASS(SEE 1/4-0-2Ox5/4-S.S.MACHINE I-_SCHEDULE ON BEET SCREWS W/ 1/4•-20 NUTS 11 FOR BLADE w 12��,; ll"� (DAND j•. 1•Min. _ 0 12'O.C. ON SHEET 19 FOR 3 �1 L.. i• s j"ll\Ul\litt -:O-.E:-. a IDGSTING BLADES O)A,Q) FINISH OPTIONAL WALL ( EXISTING MIN. FINISH O 1 2'x4 WOOD •(jam EXISTING MIN. 1�1\tlttl\ 11 ' • 12 OR 1 HEADER REQUIRED 1:��7 2'x4'WOOD - h EXISTING I RAN SEPARATION ( HEADER RECURRED 1�4'•TAPCOK OR TAPCON WITH ADVANCED GEAW-1 TO MASS I I �I (� THREADFCRM TECHNOLOGY W/ 1 1/2- y I I Min.PENETRATION OF THREADED AREA TO SDHDUE ON(SEET MIN. SEPARATION TO GLASS [ I EXISTING WOOD HEADER, 11 FUR BADE 4)Al) EXISTING 'T 1 (SEE SCHEDULE ON SHEET 71) 1 ) (SEE SCHEDULE ON SHEET IS) i ON SHEET 19 FOR i GLASS--•j r I ' BLADES AOEG k QA r � 2'x1'CONT.SILL PLATE REO•D. OM HV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION O HV WALL SILL INSTALLATION , EXISTING CITING 1_- MIN. SEPARATION TO GLASS I MIN. SEPARATION TO GLASS MIN. SEPARATION TO CUSS I 1- 1 EXISTING (SEE SCHEDULE ON SHEET I1) - 1 (SEE SCHEDULE ON SHEET 11) _ WOOD CONPLAT (SEE SCHEDULE ON SHEET 11)" j GAASS-� � QASS--•/ REO'D. >: 1/4HIN "S.S. I Y 1 1 '/4'm-20x3/4"S.S I ( MACHINE SCRE SCREWS i _ MACHINE SCREWS W/ '1 1 I USING 1/4'-20 NUTS )I WAIL _ \ 7/4--20 NUTS 0 12' 0 12'O.C. D --- -__--"-- r' FINISH - - + c. • -�i 13ORJ v - 13 oR 15 2'x4'COW. J WOOD PLATE _�_.. lt\lTltt EO—IO- il REO'D. f {lt : - -EG--_ED- of t� . Min. I'Yin. •\ `��� I \ - II j \ 1/40 TAKONDFORM OR TAPLCON WI-H OGI'W/ LADVANCED THRE2'x4'CONT. Min. PENETRATION OF THREADED AREA TO 1, 1/4•A TAPCON OR TAPCON WITH ADVANCED -- �L�TE THREADFORM TECHNOLOGY W/ 1/2' i •. 'J 1/4.0 TAPCON OR — EXISTING WOOC HEADER. 7APCON WITH ADVANCED SBIEET 4 FOR TYPICAL REO•D. I Min. PENETRATION OF THREADED AREA INTO PLYWOOD � (SEE SCHEDULE ON SHEET 15) (GEE SCHEDULE ON SHEET 15) EXISTING MIN. 2'X4' 1/2•MIN. THREADFORM. TECHNOLOGY SHUTTER ASSEMBLY. I WALL FINISH STUDS 0 16'O.C. MAX. PLYTYOOp REO.O. W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2'MIN.COX PLYWOCD REO'D. WALL RAH_- THREADED AREA INTO Pt.YWOOD COMBINED IN ANY WAY TO REDO'PLYWOOD STUDS TO IN (SEE SCHEDULE ON SHEET 15) 1 SUIT ANY NSTA LATILN. ®HV WALL SILL INSTALLATI0�1 EXISTING O 2•x4"STUDS 0 STUDS O.C. MAX. REO'D. ATTACHED TO STUDS IN PLYWOOD i0 8E ATTACHED TO STlAS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION© 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE itONS of OF HV WALL SILL INST 1 1 ennu F.B.C. RIM BUILDING CODE(Non High Velocity Hurricane Zone Pier 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY, INC. A■S■S.A■ BERTHA HV S, Z�TL E C O �N�. Accordion Shutter System No.441 7 _�__- � Kv BLADE#1 W/OR W/O Kv WNDOW MADE s# yt TILLIT TESTING k ENGINEERING Shutter Systems NEERINC COMPANY REV.Nk oEumrnm DATE DRAWN ar: raD o'• STATE 0 Association. inc. , OLD 17-107 DATE: 2 2o2D 63W N.R.]61A.M.Ste.30.W99WN GARDM.F11MDA 3316• // '�'• Plta.:(305)157I-1530.F-:(305)e71-1531 4268 Westroads Drive x o,�F FZORIO • t1 .-moa:OW.m•s•ammx West Palm Beach. FL 33407 j DRAWING No nE 20-1 G4 FtORIDAj s NM1111 SEAL/SIGNATURE/DATE II 4416' SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR j HV & ,%, HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1) ONLY SHALL BE LIMITED TO 105.0 p3f. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FINISHHSPAN do DESIGN LOAD FOR INSTALLATION WITH BLADE 1 do 1A WORKING IN UNISON , 1/4 0 TAPOON OR 1-,8"(Mn.) EXISTING - ED __ ED .__ 2'Yr■L--� EDGE APPLICABLE) r 1 CON WITH ADVANCED E(IF - TTHRFADFORM TECHNOLOGY STRUWOOCTURAL BEAM REQUIRED. ,- W/1 1,12'Min. PENETRATION 1 4'e-2Ox3 4'S.S. STRUCTURAL ADEQUACY ---ji-- oF THREADED AREA To / / OF EXISDNG WOOD 8EAN S 1• PHILLPS TRUSS HEAD TO BE CERTIFIED BYEXISTINGEXISTING W000 HEADER. -Mn NACItlNE SCREWS REGISTERED ENGINEER ORI_ EO EO w TRUSSES OR �(SEE SCHEDULE ON SHEET 15) W/ 1/4•-20 NUTS ARCHITECT PRIOR TO ._- --_,__. TRUSSES OR_ -ED—ED 01 O.L. SHUTTER INSTALLATION. 1/2- 'S y 1/2' RAFTER O 24 _ 3 _ O.C. REQUIRED -- y 1/4Y TAPCON OR n -___.y__�____ 'fr' -•,.:T____�_ EXISTING SOFFIT 13 on 15 T w 4 TH ADVANCED - �; - • .257' THREAHREAOFORM ECHNOLOGY t _ 3 4'Max.1HK. Mx. W'/1 1/2'Mi..PENETRATION _ -EG ED- 1'x4'al/B'CONE.ALUM.TUBE OF THREADED AREA TO -EO^ 5 M.S--J4• ('I-16 ALLOT)W/ OPTIONAL `� I EXISTING WOOD HEADER. f ® 6'O.C. (3),1I18�eSCREWS TO 1 (SEE SCHEDULE ON SHEET 15) r--,. ! •. '1 of®Or® EACH RAFTER OR TRUSS. �1 Or 13 or 15 I I:' LOCATE NAG SCREWS AT tttt ! '� {i MEMBE, of DOSMin, NO INALO I EXISTING MIN Yx4' 1 I , s9r' "EMBER,(Y Min, NOMINAL E%15iTEJP-1 HEADER REO'D '-'°L`--"�—^J( OPEN.NOTE AT EACH WIDTH) TW Y Min. IXA4S I_ MIN. SEPARATION ILA GLASS Ex15TING STUD TO ACCEPT PENETRATION OF THREADED (SEE SCHEDULE ON SHEET f1) �S_I ( 5//6b LAG SCREW AREA YAW FOR ! I I AT CENIER OF`UBE. INSTALLATIONS WTH 72Pef { MAX.AS.D.DESIGN LOAD AND I MN SE1/NiKW a 1 E%ISTING MN SFPrR8101 « 9'-0-MAX-SPAN.THIS ID QAS(� CLASS TO GAS(SEE I INSTALLATION IS ONLY VALID QS HV WALL HEADER INSTALLATION i'�1nR""J�E I,tea E m 1 I I FOR WOOD W/MIN. SPECI.°1C ON SHMT 19 FOR I I OR , I ) I GRAVITY OF 0.50 AS DOUGLAS H.1ff5 m k® T 10 FOR FO b - ( • FIR OR SOUTHERN PINE No. 2. [ ----...- 1 OR® OR EOLMIIL 1-SEE SHEET 1 FOR TYP-CA SHUTTER ASSEMBLY :-NXINTWG 5ECnONS CAN BE COMBNED I T HV CEILING INSTALLATION N ANY WAY To SUIT ANY N57ALLAXXI _ U HV CEILING INSTALLATION MN sgP rm 'am p.,_ .1 OR MIN! . D i . I ON.SEPARATION To CLASS ( I 1 EE aE nJ kv SHEET ! r a� J ToAC;s t 1 1 !- (SEE SCHEOV.E ON SHEET 11) - f y I t%CLASSISTING I a sPm,a rrn 3 I I - I 1 cuss' BAOEsC�A eAD S .!.. (aiEsicEFr 11) ' i ALTFRNATI i i 8,ANCHOR LOCATION {�,I I , , EXISTING W N WIII1 MIN. W000 FINISH #703 DEC REQUIRED : WASH/ HEAD TEK (No SINISH , 7 SCREWS O 12•o.< .__ VVVrrr"' ALLOWED) -j DECK REQUIRED(NO FINISH ALLOWED) •� - -. EDGE :p1111\\\U 19 _ED__ _ EDGE OF DECK ice' OF EDGE OF DECK IF APPLICABLE --L0. E7 - DAPPLI"ABIE ECK IF IF APPLICABLE ! ` 1/4'e-20x3/4'S.S. 1/4'e TAPCON OR -Min. PWWPS TRUSS HEAD I -2'a, - _ _TAPCON WITH ADVANCED MACHINE SCREWS j, 1/4'0 TAPCON OR 7APC0N WITH ADVANCED 2'N'CONT. THREADFORM TECHNOLOGY W/ 1/4'-2C NUTS THREADFORIA.TECHNOLOGY W/ 1 1/2'Min. 2"MIN. 2"x �� `I Tr/ 1 1FOW Min.PENETRATION a 11 O.C. 1/4.0 TAPCAN OR TAPCON WNT14 ADVANCED THREADFORM - —2'MIN. pENE1RATON OF THREADED RE7D' of THREADED AREA TO TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) - - HV WALK-OVER INSTALLATION •�V HV WALL SILL INSTALLATION i Wg-D UreSE FOR O HV FLOOR INSTALLATION FLpppq BURDING CODE Non High Velocity Hurricane Zone ( 111 0 02020 TILTECO,INC. O 2020 EASTERN METAL SUPPLY,INC. •........ ir' yA, BERTHA HVTN A S S A Accordion Shutter System �, 1 L E C O 1 N c. RV,BLADE/t W/OR W/b H.V.Wt DOW MADENO.441 7' ° American Shutter Systems t%It NION O BA IR W.TE MN UP _*;• * �� ' TILLIT TESTING & ENGINEERING COMPANY w Z020 • 6355 N.W.3Eth.St..sts. .A W WRDENS,OnmaA 331•• Association. Inc. I OW 17-107 '/2/202 DATE: 7 �q STATE 0 Phone: (305)871-1530.Fax :(303)871-1531 4268 Westroads Drive E DRAWING No 9' ,h z e-moo:+ae.caooal.cam West Palm Beach, FL 33407 s Af Sqf��• 'CQRI� �� CA-o00e719 - 20—1 64 (�••"••.....• WALTER A.T41.JT Jr.P.E. 4 y''yA','1i&NA1 SEAL/SIGNATURE/DATE FLORIDA Uc /44167 11 SHEET END INSTALLATIONS (f) HV BLADE OR 1A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2*.1...III= STUDS 2.e Mit.KCKM sn"Not. VKW WOOD STLVI APPUrABLE) 0 O.O. AIRC0111.9) 4p KOM _DS w V % II % A EC v nwm 1005104 QLASS 4, 'Z2 AIL DI5 NG GLASS mm % YrL O7Kt`I`,0I MIL SUWW- 10 MASS Ola ME i 10*Lw M 1/2- S-fVAE W W 1/16-.3-W, 'C"i1)_ C: 9CKIDAf M I,Ma�o_ i, 16 MEW OW Qlita ,VI SKV 1.— .5,w5_U)CM. 11 IM HAM(D,oI,II S.Er,AL,CLOWR LY40W� 8AVES(D am SIM 1."1'1' RADES 04,60 IFF aLOOM(D 112'YN. RAZE.(LOGIC K7 • I S .S.. pw/r SJY.S. 4 U 4)_1 I I OR 09MIL X FOO. I ORO* SK CONNEcnok OR VEVX X FOR I OR Ifir 10 INKx; cam I, 4 CONNIE� , "I- TO TPACKS 0-0-0-0- 2.010- (1) "-0-0-0-0 END CONNECTION DETAIL 09 END CONNECTION DETAIL END CONNECTION DETAIL(7) END CONNECTION DETAIL 2'.4- IN"'li ---------- E�M POVIIINKM 0 Ir O.C. .7 M.1m I. O.0 yr WL SDpas pq SEE UNRAOU 0. 4 4 BLADE 1A ONNS OF USE FOR w W,Ktt`(3N 11 FM a"0� SHEET 19 S34=r.Sir 11 M RAM ID,KID > w SHIrr �> — —7 4� 6.5 YiL 4 KKKII) KII&L Y SKIN WIM FIKEI, DETAIL END CONNECTION DETAIL 60 END CONNECTION DETAIL FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, �7 7. 7. 02020 TIMCO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HV-. Accordion Shutter System CZ� KV.H"#1 W/DR W/t KV.WMIN RAM NO. 4416 /1-MME q o A.S.S.A American Shutter Systems DATE DRWN BY-. M.P TILLIT TESTING & ENGINEERING DESCRFTM COMPANY Assoclotion, Inc. I OLD 17-107 7/2/20., DATE- 7 -020 STATE OF Z st'.305.�"`"ROU'S'rLOPw 3316- "'i . Phom:(305)871-1530 1. (305)871�1531 4268 Westroods�9?live 2 DRAWING RAW'!IN g4 RO' -', I:­0:UK...0".— West Palm Beach, FL 33407 2 CA_ ...... OW6719 0 ",f S/0NAU�J 0!" WAL7ER k TILLIT Jr.P.E. 2�!INg4 114100 FLORIDA U,,.f 44167 �SHEET P.E. SEA[-/S;GNATURE/DATE 11 I5�®�j4 • GENE M 11MITATIM MM CONRIONS_OF USE FOR BEFMIA 35 1.MAX.A.S.D.DESIGN PRESSURE RATING: i110,- 110 p.af. �9 - � 2.1/AX.SHt/TIER SPAN:96' 3.ALLOWED MOUNTINGS:A D,G a H ON SHEETS 6, 7;AS WELL AS _ I ` MOLN7TIJG5 M,o.T.u,,,a w ON sHEETs tea 17. f I ' RYA�CQED INMA�SYNARE ALLOWED WITH �E7 OR OPPOW Q. IN CASE OF PPOSING L/aOA 4 UT,p5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERMA C 1. A. E I I 5.(A)HV WINDOW BLADE 1-4 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.EA END (3'a HOLES)FOR 44 PER BLADE AT SPACINGS;SHOWN ON SHEET 1. 44 _ I (B)MIN.CLEARANCE FRO TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1O MAX.5 WINDOWS m I A OF ANY 3'0 HOLE FOR�4 511M1 BE 12'. ALLOWED AT HV `` j WINDOW BLADE I I (C)FlRSi OR BLADE COMING Ol1T FROM STARTERS AT ENDS MAY BE HV WINDOW 81111E l�i I _ . (D)W WINOOW BLADE lO MUST BE USED ALTERNATE TO A SCUD HY BLADE iD THROUGHOUT SHUTTER'S WIDTH. f I I (E)CE TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID NY I o Ll Ya .,) BLADE 7 AT ERHER SIDE OF THEM. I_ X 1 I I ! (F)POLYCARB01U1 E HJ WINDOW®SHALL BE INSTALLED SO TABS FACE i SEE END !'` THE INTERIM OF THE OPENING BEING PROTECTED.HV WINDOW Loy MUST BE 'l CONNECTION g 1F,5Y I I ONLY INSTALLED AND LOCKED U51NG A HV SETTING TOOL PHOVI D BY ASSA 100 e�e NYSHEETS INC. FULL HEIGHT. A 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME _} BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES _ P 441 9§§ !I 1 I 1 a 2 ABOVE). 6{tl 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED I1 I �� (, I, I I I �-•� II ,� II I I ij CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 a 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 a 2 ABOVE). ' r--•_._o r a-1 �::_im 8.MINIMUM SEPARATION TO GU55 SCHEDULE.PER ASM E-1996: 25 (SEE PLAN FOR REQUIREMENTS) .' ^ WIND ZONE MINIMUM SEPARATION TO CLASS _ _H TYP TOP a BOTTOM w 1 2 aR®aC _ _- -.___ _... NLIMfrED WID"- � 1 THRU 3 1� MW.SU W1TRX1 TO MASS ELEVATION SM 9QEDLAE ON sfEr 11 FOR f jD 4 i e ss• EXISTING GLASS— I �..._-� wo aW T1�s s+EEr FaR eL1oFs O e B .--- - 5 to /mot _' �\ 4 16• 21-22 Typ• SYM CENTERMATES 21 ® \��' / J pWao[3aa.O W/2 OR SAND � / � W/0 (SE NOTE 1 ABOVE) PLAN �22 _TYPICAL 1 HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1A SHUTTER* N.T.S. FLOW BUM CODE(Won High Velocity Hurricane Zone NM�"1 111 0111 02020 TILTECO•INC. ®2020 EASTERN METAL SUPPLY,INC. �AA �11 ij, ` ��10Ely 1��T✓� B RTHA H T. A S S A Accordion Shutter System ' No.441 7` �� 1 L. E C 0 1Nc. ■ ■ ■ ■ Kv.M"y1 W/CR W/O RV.WNDUN RAM * American Shutter Systems ><' TILLIT TESTING d ENGINEERING COMPANY r. OES'17-10 DATE BY: MP = �' STATED Association, Inc. , OLD 17-107 ;/2/202 DATE. 7/2/2020 S .•• a»5 N.W.M0.A..6M.3os,MICp1M 6AMp5,FLaaaA]3/ Ph—:(305)071-1530.Fax:(305)071-1531 4268 Westroads Drive s DRAWING No F��RID' �,�'� —.4;tft.~ ^ West Palm Beach, FL 33407 a 20-164 �''•,�d+' ....... a s SHEET '''AAlsf�i�mm� \vSEAL/SIGNATURE/DATE WfLORIDA ALTER A.�01ff u,s7 5 19 Oi 20 6% 1 1/2-x 0.�5-THICK +.• .YAR;ES.:_ INSTALLATIONS W/ 1 HV BLADE & HV CENTERMATES �1 -�_•�•�'•r Yin.ASTM A-653 GRADE Ao w. .r,Mft `3b INTO METAL STUD WALLS * m,,. '' Mln. C-60 GALV.STEEL o O METAL STUDS AT IS-D.C. � o - -- -- T/Z• oe ® lJ �* - —-- - o 3® 1 f 4",a NOMINAL GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE T s • FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3 sx 6 I/sx o.O3s•THCK MIn.; °`l0 43o R! �i- SYSTEM INSTALLATION TO METAL STUD WALLS _ .CNM STEEL TRACK CNANIJEL,1 O 6.O.C. O 8.O.C.^. R 3.000 ATTU A-653 GRACE w Mi...G-60 I s--,, 1 T--- -•3 SEPARATION TO GLASS SCHEDULE L Yox.GALVANIZED(( I�z�m�c sc�nEw�soN EXISTING FNlsN " t. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) R11ERIaR a EXTERIOR FACE I As AFPLICARLE & 2, MAX. SHUTTER SPAN: 84- WIND ZONE ANNIMUM ASTM E-1996 SEPARATION 43c LENGTH r t - MIN. SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS y4�/-2OX3� eQLT EXISTING G1A55---� TO GLASS yam. ^ (SEE SCHEDULE) - 4. ONLY ENTERMATE 27 W/ 24 HV LOCK ARE ALLOWED t THRU 3 1_ - L " �') WITH 21 ARRANGED A METRICAL LAYOUT. MUST PENIEIMTE 1- OF (2) 35 (6- LONG. MINIMUM) MUST ALWAYS BE 4 4' EXISTING FINISH .+ INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF -T.37J-" 3/1•x 6 1/�'x D.035-TNXCK Mtn.i 250- -._,030- CONT.GALV.51EEL TRIDc CHATMEL• AS APPUCABLE 1, , CENTERMATE. ASTM A-633 CRADE 10 M'n.C-fi0 GALVANIZED FASTENED TO w/(A f&1/2'TEK SCIYWS aN 43D 43O "�L , Q INTERIOR A EXTERIOR FACE I OO.C. •�. iI ~I II i3 1/4.0-20 THREADS BLADE SLACK DETAIL MVP IS ALSO VAUD FOR 43 1/4"0 ELCO CONSTRUCTION 1/2 ? ® CENTERMATE©1 APPLICATION WITH BLADE t0 PRODUCTS FAB-LOK HD 6-a I 1/2'•DIM-TW= S 1 VAR�.S,' b r a..ASTM A-03GRADE a ,. - r 0 6 C.C. COMPONENTS "" G 60"'LV "� '- =._I MS WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8"= I` METAL STUDS AT IW O.C. . (TYP.TCP&BOTTOM) 3 6 T ♦" 0035'THICK M'_ __ 7 x s m -. -— ——— J .. _ _ 1 - - ASTM GAIN. STEEL TRACK CHANNEL. ZEXISTING GLASS - - - ASTAI A-653 GRADE w Yin.G-6o 1 y GALVANIZED FASTENED TO STUDS 43a 436'¢ SYMMETRYCAL SYMMETRYCAL � I w/(IO/6xT/2• TOR FACE ON ;� �� MIN.SEPARATION VARIES-:I' �. INTERIOR R EXTERIOR FACE CENTERMATE$ W/ C�NTERMATES W� I' sMEIE �) ;1 EXTERN-ACC . .. ..- ...INTERIOR ACCESS SI, I I 4 -- _ 8'(IYP) _ ----- _-- -___—_" SIN-;- - .{3�(6-Min.) 1 21 21 21'' ;2� LocA `D AT 12 HV HEADER/SIL ENDS 11 ,4 2 35(6-Min.) 0 '24' SIDE CONNECTION TO TRACK 3 1/4•CrYD) '6 1/2-(TYPO -- 7• _. _ - 7- _" -.- 6 1/2-MAX. SIACK ** (Cont.) � BLADE SLACK DETAIL HVF flK FLORIDA BUILDING CODE(N n High Velocity Hurricane Zone* `A`Mt�R{11U111 � 'A 02020 TLTECO.INC. 02020 EASTERN METAL SUPPLY.INC. � `�/l�• BERTHA HVTM ` ur F ✓' "� A.S S.A. Accordion Shutter System No.44 6 . 11 L 1 E C 0 A N c. M.eLacE Et w/OR w/o►Lv.wN aADE *;• * �F ���� TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EY. oEa17-10 RITE DRAWN BY. 2 - 1 6J35 N.N.]61t,.St..Sb.]IL•1.VIRGpN CWDIS,RMDA 3J,6+ �7OCIOtIOn• Inc. 1 OLD T7-To7 /2/zo2. GATE: 7 z/zozo Z�L,•• STATE f 4258 Westroads Drive = R (3as)671-Is3D.Fox:(3os)en-,s3, DRAWING No D.P�;:. �ORI *.••'Q► •-mil: OW67•a.Xom West Pale, Beach, FL 33407 � 20-�64 G-0006719 yA LI•S•••••• '�-- wFLA TAUT Jr.P.E. 4igAV�;ONIAI14>91 A�SEAL/SIGNATURE/DATE FLORIDAaRI Lk.A��I6T -- 6 _ SHEET s 20 OF 20