The URL can be used to link to this page

Home My WebLink AboutProduct Approval YaI JtFi A.�' ;Rj:� A;-Fi ji( 6 G EOS Hama log in 1 User Regfetratlon Not Topics Submit Surchorge ? Stats&"Facts I Publications ContaccUs BCIS Slle Map links I Search t OOr 1�^°': Product Approval�=- USER:Public User Product Approval Menu>Product or Application Search>AmArallon I Ist>Application Detall FL FL389-R9 RECEIV�� Application Type Revision Code Version 2017 Application Status Approved DEC 0 4 2019 Comments ST. Lucie County,Permitting Archived 0 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 I rod rig u ez@eastern metal,corn Technical Representative Address/Phone/Email Ed Quality Assurance Representative L Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or.a Licensed Florida Professional Engineer M Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter A..Tiilit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 2 Validation Checklist-Hardcopy Received Certificate of Independence_ FI 389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.. INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE f1)-PDE F 389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 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 09/.18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 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 17-108 and bottom)for storm protection Limits of Use Installation instructions Approved for use in HVHZ:No FL389 R9 iI AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span Is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade"w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 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 Extruded aluminum interlocking blades re7ASSOC.. 1 Only-(Non-HVHZ)-Drwg 17=107 and bottom]for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FI 389 R9 Ii AMERICAN SHUTTER SYSTApproved for use outside HVHZ:Yes I C, DRAWING 17-107 BERTHA HV ACImpact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HV1 blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC. A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. iNC DRAWING 17-107 PRODUCT OF EVALUATION for metals stud:mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF working in unison.See sheets 7,it and 20 respectively of Created by Independent Third Party:Yes Installation drawings for other spans and pressures. C— . 1 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC, Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC, DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:-Yes Bach Hezt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phgne:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 7007-2013 State of Florida.::Privacy Statement::AccessWiity Statement::Refund Statement Under Florida law,emall 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 mall to this entity.Instead,contact the office by phone"or by traditional mall.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 emalls provided maybe 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 avaliable to the public To.detenNne If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts.- 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 2017(6th EDITION)OF THE FLORIDA BUILDING CODE M THIS ACCORDION UTTER 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 REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRSr REDUCED TO AS.O.DESIGN WIND LOADS AREA 1• W RI ADE n (fq) BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX.(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER 10 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 n INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS NAL USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERInCAT10N 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 SHEET 3 ATL REPORTS: TYPICAL.SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q J0214STANDARDS (MIS#0715.01-03.D. #1004.01-01.5.81214.)&J1#01720.01 10 AS PER TAS AND 80203 PROTOCOLS CO PER TAS-201,MISSILE. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W BLADE G)AND-W ININDOW BLADE ()Al AND E-1996 STANDARDS(MISSILE LEVEL D.5WN0 ZONES 1, 2&3)&®1220.01-10 AS PER TAS 201,203&203 PROTOCOLS IPRGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE©#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND IT 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.MMV BLADE 1 AND HV WINDOW!BLADE INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 O Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-A(, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(MN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 114x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CD MM?AATE DETAILS HV SHS 8 STAINLESS STEEL SCREV5 WITH 135.0 k9i YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALBE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEIJTERMATE ALTERNATING DETAILS WSHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STPENGTH FOR 6063-T6 ALLOY IS 30.0 kxi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 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 SW18 WITH 50 ks3 MIN.YIELD STRENGTH AND 90 k.^i MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. B.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AIM304 OR 316 SERIES STAINLESS STEEL WITH 35 ksf MINIMUM YIELD STRENGTH. SCHEDULE- CONCRETE& BLOCK SHEET 14 STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS;HV BLADED: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(!)&@ 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 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 05'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY,INC. 9.IT SHALT.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TD BE ATTACHED TO INSURE PROPER ANCHORAGE.GONTFTACTOR TO SEAL/CAULK AREA 3: W WINDOW BLADE GAl ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN 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 CENTERMMTES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ERCLOSE ALL NV AND HD AREA 4: HV WINDOW BLADE ON Y 11.SHUTTER MANUFACTURER'S(ABEL 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.(a)THIS P.E.D.PREPARED 13Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROTECT;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,(LASED 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. (c)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WVMCH WILL BECOME THE ENGINEER OF RECORD(F-O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORDA BUILDING CODE(Non High Velocity Hurricane Zone' LINT P�V•. .... ��✓S 02017 TiLTECO.Nr- ®2017 EASTERN METAL SUPPLY, INC. c, ros BERTHA HVTM IL E C O �N�. A■S,S■A■ Accordion Shutter System X TICCIT TESTING & ENGINEERING COMPANY Lv.N MADE a#1 W/ W/O KV. ORAar� 6/ /6p American Shutter Systems GADE IIAATT�L` r� Lr- ,� &M M".�E'R SM Ste.=.WNQt G&RMi%FLORIN 331E Association, Inc. 1 LD is-08s 7/27/1 IIATE 07/27/17 Phone:(305)871-1530.Fax:(305)871-I531 4268 Westroads Drive 2 �S RI ��LdA e-maD-It�e0eo09.cam West Polm Beach, FL 33407 3 DRAWING No -�:010W-�•�!1! WALTER A TILLIT Jr.P.E. 4 17-107 P.E. $XA Sf@NAYORE/DATE ��A ua/44167 3 SHEET 6 1 OF 20 ?`o rQR x'Ca#MADE VARIES y 918" (DHVOLID SLADE HV ER 3 S QUALIFIED_FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ 14V DIRECT MOUNT HV BLADE LV HV WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR UJIE W/ HV 6063-T6 ALLOY AND TEMPER -SEE UK41TATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOBLADE 1 ' TEMPER .-I2 I 24' 6063-T6 ALLOY AND TEMPER .085, 0 (TYPI) .9 '670 072 842 4.1397* 81 o92" j12 ...1-375 HV ADJ. ADAPT &P .920 T. O'Q72* 3_226' QUALIFIED FOR USE HV WALK—OVER TRACK (�)HV ADJ. FLOOR TRACK BLADE(D QUALIFIED FOR USE W/ HV HV TRENCH TRACK �553.750' I 6063-T6 ALLOY AND TEMPER BLADE OUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY NO TEMPER BLADE(D ONLY. HY RAINGUAR-0 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U BLADE(p �SE W/ KV 6063-T6 ALLOY A D TEMPER VMES 1936, BLADE: VAPJCS L936' 6063-T6 ALLOY AWD TEMPER 26 94-1 tq?, CLF 2.' 2.. .083r, 083- r-083* 00 93' .09J• n .12 pr .043'1, ZZ: 6 670 67�0 3.5 a' 3.529' 670 n1l HV CEILINGHEADER (1� HY HEADER HD CEILING HE DERISIL 29 QUALIFIED FOR USE Vl� HV BLADE(90NLY QUALIFIED FOR USE W/ W BLADE T (R HD WALL HEADW5�1. OMIFIED FOR USE %'// HV B(AD ONLY, 6063AND TEMPER- SEE SECTIONS FOR VALIDIWI) SEE SECTIONS FOR VALIDffY, QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY, 6063-T6 ALLOY AND TEMPER x Y t T2 Eg� COMPONENT A a T1 2' 2' 0.125' 2- 5-MAX. 118r 1/8- 3. O.CqO- 2* S'M.X. 0.192* 0.192' SIDE ANGLESCORNER POSTS ALUMINUM-ANGLES (1:9) 2.5- 7'MAX. 0.190* 0.190, QUALIFIED FOR USE W/ W I UUAIJFIED FOR USE W/ KV BLADE T QUALIFIED FOK USE W/ KV BLADE CD 6063-T6 ALLOY AND TEMPER BLADE(,V ONLY. 2' 51 Kox. 0.139* 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER F FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, C2017 1ILTECO,INC. 02017 EASTERN METAL SUPPLY.INC. ......... BERTHA HVTNI Accordion Shutter System 7E C 0 If4c. A.S.S.A, KV. #1 Vj/OR W/O KV.WINDOW BLADE /T M 4 American Shutter Systems lev.N. DESCRIPTION DATE DRAW4 ft LC, TILLIT TESTING & ENGINEERING COMPANY 4-rj, Associ 3ma ation, Inc. I OLD 15-085 DAM- 07/27/17 • 6356 SL.Sw 305.%VaNA COMENS.rLORM 3316( R!Et2 OF 4268 Westroods Drive 2 (!05)871-1530.I-:(305)S71-1111 —DRAWING No .:iL t4e..O.W. West Palm Beach, FL 33407 3 r3n f�4.. EB-ON6719 4 17-107 WALTER A.TL J P.E. 70 It FLORIDA U.U#T Z4�167 5 SHEET P.E.-SE E/DATE 6 2 OF 20 4.660" .929' 4 7 '-20x! CAW THREA O SAG 745' 2.?93' 6 4. MT 1LAD tNR[A7E0 NOu^sIp Qiw0. t 4'-i0 p, 3' .7dS' S5.Y.5, 22'PAMEO /XREADEO dB CAST o Oy {2 tYP.} HOUSING WED BAKED PA0DE0 J 4 :.I� � g I i 0 � • � GRESS tttRH n c m m ro KN08, 1.325' O Ob { .318 S. MISS Oo aQJ k o "off a a Icese(CWOVE (amnvE PL4=) 21 �IV CENTERMATE � F 0 G '. as. 1.325 - = BY LOCK � HV CRESS LOCK QUALIFIED FOR USE W/ HV BLAD£(1 &�'.4"Y ONLY � y 2• 7'I QUALIFIED FOR SE W/ HV QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER OUA IED FOR USE W/ HV BLADE 1 & 1 ONLY BLAOE�1, & ONLY. BLADE U& a ONLY. 6063-T6 ALLOY AND TEMPER 022 {J Q (' R r 00 AALIFI£D FOR USE VJj HV BLADE t ONLY 250'O.D. t8• 11( 74� 6063-T6 ALLOY AND TEMPER PLASTIC HEAD N7S62* dOdS' 2 UOLOS{R u'i� )• n 79' 1.753' gg h 6i t .B2' cj :380 AFTER RNEDNG 1/4"0-^20 TDR3/ BEFORE RING fd �� S.S. THUMBSCREW J �4"sd-20 RIVNU7 � i 'ts 4�A *SUMS 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN SHEET M)TSERr.PART f 0620.AS NARUFACTURbD BY AVOEL PLAN `! FRONT EfEYAT16N E "T" C CE T M � d 566' I CHERRY TFJaORN,PARS(FPF,44Y,NEW JERSEY 07054 OR EOMxL 27 LOCKER FOR "T" LOCK CE►JTERMATE QUAUFIED FOR USE Vl/ HV BLADE t ONLY 29 HV FEMALE "T" LOCK CENTERMATE QUALIFIED "j" LOCK }iV E O-g QUALIFIED FOR USE W/ HV BLADEQONLY 6063-T6 ALLOY AND TEMPER OUAUFl£D FOR USE QUALIFED FDR USE W HV QUALIFIED FOR USE W/ HV BLADE ONLY v1/HV BLADE Q ONLY. BLAD£I ONLY. 6063-T6 ALLOY AND TEMPER 6063-T5 ALLOY AND 7EMPE ?b 3.161 1 1.212 TIRUIJDTURN F� _43 �-itl7lfbJ cnn+DER OR 063' .2l4' ©I .063 .062' Irrc KEY CYLINDER =� .214' .545' u 6 O a a n i 0..1255`IMu. HD CENT R E O LOC OD q3) HD A oC NG ROD n a 0O 16 OUAUFtED FOR USE VJj HV BLADE i & iA QUALIFIED FOR USE Wj HV BLADE(& to D t 6063-T6 ALLOY AND TEMPER ;S� E'S11 eoa' yg� 6063-T6 ALLOY AND TEMPER vAR1Es 12'MIN. QUAUFIED FOR USE W/HV BLADE(D&& 1/4'0-20 59.OR 3/6ro-16 - 1.1 6063-T6 ALLOY AND TEMPER MUMBTURN ACETAL THUIXIISYRM,�`f tt/2' CYLINDER (SEE DETAlS no _ OR KEY 1 *15* ! 7 Min CYLINDER 1.76'M.x• DOCKING RODS e L.37s-o L—t/aa K QUALIFIED FOR USE W/ HV SLADE01 6 " O AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER C;iI 1'IV 3LS 0-16 ACETAL ---r '� QUALIFIED FOR USE W HV BLADE ) & A �5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS ERIES S.S. THUMBSCR 1�S j Q 0 LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR , HV BLADE I QUALIFIED FOR USE YJj HV BLADED FEONDA $UILL011 CODE(Non High {velocity Hurricane Zone titt0, , 4 �•f!1 � 02017 TATECO,INC. - (62017 EASTERN METAL SUPPLY,INC. a r'•• 7im7cN BERTHA TM VZEN ��'= 771 ,A A Accordion Shutter System ., ■ ■ ■ ■ >�v BLADE yt wf OR w/D�(v.WINIM BLADE *?dr~ �� American Shutter Systems qEv.N DESCRtPnON DATE DRAY04 BY: L.C. • TIU.IT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7/27/1 DATE: 07/27/17 -G6355 ILK JSJ,SL.St 303 VRC,A wmD6,FLOROA 3316 • STATE 0 �. .Pr—:(305)871-1570.Fox:(305)671-1531 4268 Westroods Drive 2 —DRAWING Na fi 'F1 ,t+ a_,,,a3:Vit"00-1— West Palm Beach, FL 33407 3 �. 01:1110--X, EB-0006719 17-107 WALTER A.T9.UT Jr.P.E. [P.E.�'�t7Fa4L}J3 �lA RLQ%DATEBRaA R< 9 d4R67 6 SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR kNCE HV 10 HV A 41 I 1 TO BLADE TCP 4D E >-9 *'87V HV BLADE I KV WINDOW BLADE .06251 625 .13625' HV BLADE IA BLAOrS .187 Y .06254- BUSHING [1 0,0625" 1 KV LONG RECESSED NYLON KNUCKLE (TYP) 3 HV SHORT RECESSED NYLON BUSHING R1.75 1 3 50" KV NYLON HAT WASHER (DOR -303 SERIES 4 AA • ///.2.8760* X HV WHEEL CARRIAGE AISI 302 —19 0.870'x3/16' THICK NYLON WHEEL- NV WANDow 2 7/r MIN. CLEAR 03.00 0.188"0 AjSI 302 SERIES S.S. RIVETS SEPARATION 3.75OCr BETWEEN '0.625* SLADE 3/4' HV 1 3/4' ACCORDION PIN W/ #8 HEAD EXTERIOR ON CENTERS 5 Y 31.11 "'o-S" 5'J" 3.7 L-2 1/4' HV 2 3/4" ACCORDION PIN W/ #8 HEAD CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW I fil BETWEEN TYPICAL HV WINDOW BLADE-(R AND 3s iPOLYCARBONATE HV-WINDOW DETAIL (D OR 0 1 or (SEE FOR )rCARBONATE IMPACT RESISTANT HV ED R i Q OR P -OW EMEKTS) WIND SAYER MAKROLON 3103 POLYCARBONATE 12"MINCE RESINS, UV-STABILIZED GRADE OR SABIC .CLEARA 4 TO BLADE Son)M INNOVATIVE PLASTIC LEXAN 103 RESIN Hy PJN- EXTERIOR BLADE KNUCKLE FOR (SEE NOTE -F- ON SHEET 19). OR w (13 (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR POLYCARBONATE SOURCES FOR 44 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR EXTERIOR APPW= TYPWAL PROPERTIES smawal) ream HV (3 BLADE. TYPICAL SHUTTER ASSEMBLY �i 4?— HV PIN OR(4 AT FxnT4m (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR i BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D vo,324 (SEE NOTE FOR SPECIFID GUM ASM 0702 0.013 lb/*.,* 0.043 moa BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. ❑ @-11 REQUIREMENTS) t TENSME YIELD Sam D, ASW TIM 2,400 P.P 9.wo P..t FLEXUPAL SUWM AT YIELD ASN DM 12.%)o P.l 13.400 9a1 L (3) HV PIN @ OR (0)W/ 1/2" O.D. 1/16- THICK S.S. WASHER pxctak LIMULLIS AM W" 340400;,. 345.000-1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, NOTINVO lzoo ASTU 0256 %TT FT-t�/" SHEET D= I'll' 5,109C DO'sw ASW 02U3 47.2 G"IT 44AX PEEL CARRIAGE DETAIL SWIC OF SW AMU 0035 ;Ass C-1 CLAW S. A EMBLY LAYOUT -r SELF crim. A501J 01029 1010 9w ASN 0135 TLUSa SUMAITH AFTER*TATHERW. ASTI,sw MIT pal ee40 P..I. TTN=STREM effM%TAIIM�13 �Sw an &61 F-.1 Esw�.J� n FIV BLADE SOLID & HV WINDOW BLADE DETAILS N.T.S. "m k Tr/''-, FLORIDA BUILDING CODE(Non High Vetocity Hurrixone Zone . ......... :.1.,1 -. 02017 TILTECO.INC. 0 2017 EASTERN METAL SUPPLY,INC. - ,iij, ' BERTHA HVIM er System Accordion Shutt fTlLrE C 0 INC. A.S.S.A. KV. BLADE#1 W/OR W/O KV.WMW BLADE American Shutter Systems MN*No CESCM1,110" DATE DRAWN BY, LQ TILLIT TEST COMPANY TESTING & ENGINEERING Association, Inc. I OLD 15-085 )7/77/17 DATE 07/27/17 b=W.W.36n.SL,Sts,305.IARCM"RD=FILDFICA 3319 4268Westroads Drive 2 Ph-c "(305)971-7550.1 ... ... E91 West Polm Beoch, FL 33407 3 17-107 . WALTER A.0006719 A TILLFT Jr.P.C. FLORIDA Ut:,If 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 6 4 OF 20 94a *NOTES ON HV LOCKS AND CENTERMATES: ,�^�,�^�, 1.fi MOATORY CONDITION#t:ONE HV LOCK &''or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 5 "+ " "� OR 12'ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�i OR 21 CENTERMATES V/(2) 1/4'0-26 x 1/2"LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON , f JL TYPICAL SHUTTER ELEVATION. agar FOR OR Q I AW IBE USED DESIRED, S AN INSIDE R OR OUTSIDE LOCK. CONNECTION OF LOCKPURPOSES, TO UP TO TES ORSHALL BE AS INDICATED ON NOTE (1)ABOVE. i LOCA9,ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, B" 3. 1S SSED W1TWO H.V. LOCKSl: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° 4 oR 2-S oRL6 oe0 oa�4� 0°125 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS CV OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ','any'�!70RY(`-ND ON ONE HV LOCK a 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV COCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ?4 ° ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS JJJ AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xoe_ xve MASCIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. f' z ° 43!;i3 ff i5 S. mRqt Al mTES ri g 0R�^^.ONE TERALNATE HV LOCK MAY BE USED IN UEU OF NV LOCK QQ��or FOR ANY SPANOAN 1 11 8: 2 IN DNS AT ANY ELEVATION.At NATE LOCK iii MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT / BAN � �a� OF 1/4'0-20x3/4'S.S. THUMBSCREW TO Q'OR @ CENTERMATES SHALL BE MADE V// 1/4"0-20x3/4 ALUM. x 0-1 °WD og RiVNUT AS SHOWN ON SECTION HVE. SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO e ( C vB _!!!s LOCKS AT 1/3 OF SHUTTER SPAN. 6.y+,(ytjDATORY,CONDITION,U FOR KEYSTgNE MOI pj6 tN�T tfl!AMONG: ONE HV LOCK @ or(a or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANI'SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK t@ or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or®SYMMETRICAL CENTERMATES Y//(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ICS W/0 SEE ENDOR TOP AND 801TOM IS COMPLETELY MANDATORY. CONNECTION DETAILS ON 0 F f H I a X C u P 0 R Y W X 18 TY�P.FULL n *NOTES ON HV "T" LOCKS AND CENTERMATES' HEIGHT. OF CORNER CENTERMATE A%_ONE ALTERNATE HV'T'LOCK MAY BE INSjttLLED IN UEU OF HV LOCKS 0 OR FOR ANY SPAN AND oxf�4)aR©, 7�aR BOaXtD� � INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK Q9 Y BE USED AS AN INSIDE OR OU SIDE LOCK.ATTACHMENT `l.. OF LOCK @ INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG,SHEET 9•WHICH MUST BE 1D 1Q5°R(�• 13��,I }� CONNECTED TO CENTERMATES @ AND"W/ 1/4'0-20 x 1 1/2'LONG S.S,THREADED BOLT W/7/6'0 x 3/32" •�v � v WINGNUT OR W/ 1/4"0-20x1'S.S.M.S.INTO A 1/4.Ox 5/8'RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' @ aR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS i{S'_`TOP AND BOTOM 15 MANDATORY. 07 8(�• 1(�8�ts�1�3°ots•L(�SaX1�2•�1 *NOTES QN HD LOCKS & C T T S• r1 1, RINE ALTERNATE HD LOCK 0 MAYBE USED IN LIEU OF TYPICAL. 10 NV BLADE SHUTTER ELEVATION HV LOCKS(L4 OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK @ MAY BE USED AS AN INSIDE OR OUTSIgk LOCK.ATTACHMENT OF HD LOCKif 4 TO 0 IS VI/3 98 x 3/8'F.H.SS.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT 5:O AS SHOWN ON SECTIONS HOB-HVS AND HDC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIOSPAN,USE O€LOCKING RODS C:IS COMPLETELY OPTIONAL FLORIDA BUII, HG DrT High Veiocity Hurricane one 1yP P~ tj' 02017 TILTECO.INC ®2017 EASTERN METAL SUPPLY.INC. ................-. _.. BERTHA H TM ` TECO ,Nc. A A Accordion Shutter System tiV.6tADE#T Wf OR W14 H.V.4NNDChN MADE American Shutter Systems RLV.H DrscRPnGN nate DRAWN BY: LC. •/�, a 71LLIT TESTING & ENGINEERING COMPANY Association, Inc. / OLD 15-085 X27(1 DATE: 07/27/17 • i'% ''•� em Ntl,36M s4 Stn.305.MRMVA GFOD6,GLORD&3316 Pb-a:(305)871-1530.rax:(sos)s71-ua1 4268 Westroods Drive 2 DRAWING No c+ •.,•,I,,,..•' l�r t(t a-mo,.Utaeoao°Lc°m West Palm Beach, FL 33407 3 --ZONAL WALTER A TILIff Jr.P.E. 4 17--107 r+•� FCOR®A Uo.D 44187 3 SHEET P.E. SEQ91GIV4TURE/DATE 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE SHEET 13) REQUIRED CONCRETE ANCHORS MACHINE SCREWS S CONCRETE REQUIRED ! rpt ''-"�i�l REQUIRED !r/ r (SEE SCHEDULE ON Wf //4'-20 �. CONCRETE ANCHORS / f 11 18 A EYST0.NE(SEE UMS1010®ON SHM 7) j %% SHEET 13) NUTS O 12`O.C. (SEE SCHEDULE ON SHEET 13) i' / /� 12 oR 14 'f / ,...,,-f('Mm. 1/4'o-2Ox3Ja'S.S. /r;' ,� 1;n. -- '^"T EO MACHINE S?Lws ,' ,.___ Ea EO USING 1/4 Ja'-2a NUTS O 12'O.C. J /. E.0. f / I .250"Max. •,' 13 OR 5 ! ' � '__ .a. 13 15 .zsO' II�' oR E. D." # ,/'- i II -� I t .250"Ma:. F"7 / E OPTIONAL — ;) l ' ,I' / I PTIONAL / 1 i � t� �, i + + MIN,SEPARATION TO GLASS 1 i"U FOR EMDE MAW 1 OR ® ; I + E G (SE£SCFEOULE ON SHEET It) D]ISTiNG t M�® i 1 MIN.SEPARATION TO GLASS i CUSS--i r(SEE SCHEDULE ON SHEET 111)- EXISTING 1)EXISTING + t t CLASS- 7 A @ Hy WALL HEADER INSTALLATION d HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS , DUSTING ! iOR '1 I i RIG (SEE SCHEDULE ON SHEET 11} 1 GESS--[ 1q i I t • i MIN.SEPARATION TO GLASS -is' / j i � + + i.-SOf3AlE aN SH2T ,I I i(SEE SCHEDULE ON SHEET 11) +J r 11 T'CR DVEE MAW rh +h +r + aBACks Q)e FMOPTIONAL' �I �' OPTIONAL I ++ ® 1 + CLASS-*: r/10 LIM i i i 1/4`OPnONAt SOR14 - _ fx4"SS., r `: �' ____ Ea^ PWPS TRUSS HEAD ` ./ ,.� ! :' 5.PNttUPS LACHINE SCRkTVS USING - 1 CONCRETE ANCHORSINE SCREWS �� 1 /' CONCRETE ANCHORS % f�.�' f.' f 16 Min 1/4'-20 NUTS O 11 a.C. I (SEE SCHEDULE ON 1Yf 1/4•-20 NUTS 6 iz'D.C. (SEE SCHEDULE ON SHEET 13 / f POURED CONCRETE SHEET 13} POURED CONCRffE / ' ( } OR CONCRETE BLOCK OR CONCRETE BLOCK ,COtiCRET£ANCHORS REOUIRED W 011fc0 FAV WALL SILL INSTALLATION (SEE SCHEDULE ON O HV WALL SILL INSTALLATIQN POURED CONCRETE SHE€r T4) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION / NOTE FOR COMBINATION aF SFaTIpvS: INSTALLATION DETAILS W I 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E D.-EDGE DISTANCESEE LIMITATIONS OF USE FOR HV BLADE ASSEMBLY (5EE SPECIFICATIONS ON SHEET 13) BLADE ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone 02017 TIL7EC0.INC, 02017 EASTERN METAL SUPPLY,INC.BERTHA HVTM ANSA1 L ECO ;f N c. ■ w H.v e(.aflE#1 wl OR w/o H,v.W1NDOsN MADE American Shutter Systems UV.N g=ianoN DATE DRAWN BY. L.C. �QtiA� TILLIT TESTING & ENGINEERING GOMPANY Association, Inc. t OLD 15-085 7f27J1 DATE: 07/27/77 rf`�e+•.r„ORIOP:.•_�tf±,1� "w'ab"a's`' °s nxcnnAra6oss FLnnnAa'a 4268 Westroods Drive 2 ph—:(305)871-1530.Far:(305)871-1531 DRAWING No pl�yy t�j� +71 a— I:6it-0*0l.eam West Palm Beach, FL 33401 3 1.7`.107 - sJVp�At„F`'r,rt ES-0006710 4 A WALTER TILUT Jr.P.E. "r rr.rrr•''' FLORMA Uc #44167 s SHEET P.E. SEAL/SIGNATURE/DATE I I6 6 OF 20 POUREDCONCRETE ANCHORS I 1 OR 9• CONCRETE (SEE SCHEDULE ON SHEET 13) r ro toss(sx ; EXISTING 1 TO cuss , REOlRREO EDGE OF tit MR RAlD.V � GUS5•••--� uvuwwttw � (s�SHM 1SCN1) ' a+st[TLT rs rrn `•" 7 .'r%� 'r t.' `E.p.4r r r r APS EXISTING 8/tEsmg© ,\ r¢ „I I r t 9 Z, / / f+:'r /`•''j ALTERNATE i! i ; I s, EXISTING JJ/ j�%`t I / `r•/r'r'i r r` ' ANCHOR GLASS ` LOCATION r. EDGE OF y10x3f4'HEX MASHER HEAD 5771 ' i 3/6 mm TEK SCRflS 0 12O.C.13cR15OR g !I w 7 CONCRETE ANCHORS r > +, / 5LA8 IF 3f8 (SEE APPLICABLE E SCHEDULE ON SHEET 13) /�, / c> ;/� / /f/; - f ;•�/j EDGE OF •,+ ; / 14. f / onsnNG !! EDGE OF—"t r/' / %// !/'1:2=•/�'1.'i /J r'./". EDGE OF "/ /r i% / GLASS-----I SLAB IF i. /i !f++s f/f �` /' SIA9 IF f r .r'ri POURED I wl.sm9wXAI I APPLICABLE r/• .''E.Q.- E.q.- i `r:r t/f/ J APPLICABLE POVREt1 ' FLAT HEAD CONCRETE ANCHORS ! To Cos(EEE i / / f J�''r'!,/, ;,/ /�/i/�:' CONCRETE E.D. CONCRETE (�SCHEDULE ON SHEET 14) 9JfAAE at 9EZZ J// /"1 f I'rt %i t/ .`/,` REWIRED 111 T Xt r:Aa6 maa ♦ POURED REOUIRED FLAT HEAD CONCRETE ANCHORS I at SHIM fg 1 OR � CONCRETE p: {SEE SCHEDULE ON SHEET ia} �Sm& REQUIRED D.• ti TRENCH INSTALLATION " VALID ONLY FOR UP TO +70, -75 PSF AS.D. (Bl HV FLOOR INSTALLATION t (I HV WALK—OVER INSTALLATION DESIGNSCHED ,gR S URE RATIET NG&FOR SPANS PER (0) FIV CEILING INSTALLATION EXISTI! CONCRETE ANCHORS CUSS- Cuss i �� I s �• ^ mai suvEtRsw,lCi _ 'iRsu SCJ@AC 0x SNLLit) I ' 1ja0 ��#✓ (SEE (SEE SCHEDULE TSR¢ t@ SHEET 1ADVAICED FIVIM11 }ON EXISriNc - iEGwOOR /4 i EXISTING EXISTING 5FASTENERS TAPPDii AtK85 W/ GLASS G�5 tlgy(. I ALN,S�MNIaI N I 1 3/4'IAN.DIRE OIT O 6• I=504mu aI I I) ' QC.FOR UP TO 5-O'SPAN AND 4.QC_FOR SPANS tNdXR IM% I 4• 1 6'-0',N TO 6'-0'WX.APPLY ! •'l 1 I / ( ,r SFALPNT AT L\T11Y FASILTOR lfEAO MAX. �f+{'i J (14A.}( ttolE t tN 1/2• ' g p6.v.,l #10x3/4'HEX g•,p,•/ '' I SHEET ft FGR utuulla WASHER HEADr 'J ' M#14x3/4• HEX HEAD 1 _ ___ i0x 124 O.C. /� __ 8 i 1 i i CONT, ; ...._tj�pI20.3f4.5S ALS , t i TE)(SCRE175 Alf 1/4•P-20 NUrs SET(SCREWS tD 9.O.C. CONCRETE ANCHORS ✓ _ _ 5 7 L" / # 3/•S.D.S. / J 1/A• `.{. /.J/ OR 1/4'13-20 B.S.M.S. m ! r Off• O 9.0.C. r- ' O f 1"O.C. w/NUT a 9•Q.C. (SEE SCHEDULE ON t tf2 �EXIS'Rx0 NON STRUCTURAL SHEET 14) / __•7, ,_„___..• 17 OR 18 ,f2• >!11• •r/,+ %' 17 18 2.00°MAIN. WALL rAM(OECORAM EOCE OF' 3!'+ r' \ #14x3/4•F.H.5.0.5. t.IN. E.D. 5tl} SLAB ; \ 0 9.0-C. POURFA CMCRETE RECUM r /.` i 1 7f8•, t i 7/B' +f APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) 1' E NOTE 13(b) r / j,L•--^^'E.D,//j r POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1�Ut7E0 CONCRETE--' ON SHEEC 1() r D.., r• r OR CONCRETE BLOCK SHEET 14} r OR CONCRETE BLOCK REQUIRED REQUIRED (9) S;WV MOUNTING INSTALLATION OPTIONAL POURED HV WALL FLOOR INSTALLATION (p HV WAi t _t�LK—OVER iNSTALi AT10N w µ��ASa.VLSGN PR 55VliE:+64.-72 P.t CONCRETE wxuuu SuUTTSR SPAx 8'-0• REQUIRED HV RAINGUARQ INSTALLATION t hmm, t THIS INSTAUATIC14 SMALL nTF FOR GOMRINATION QF SECTIONS: a REMOVABLE WHEN PERFORMED ' H E.D. EDGE DISTANCE ADJACENT TO AN OPERABLE 5TF I.ndRAnONS OF USE FOR /-SEE SHEET 4 FOR TYP)GU.SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE IaA ON SHEET 19 INSTALLATION DETAILS W f 10- HV BLADE ASSEMBLY NA1 "TNgLno "ED ) MOUNTING SECTIONS ANY WSTAAn tll't ti'A ACAi. ,i'''ce,. FLORIM BUILDING CODE(Non Nigh Velocity Hurricane Zone +14 •••`CEN *+ ✓ 02017 TIUECQ.INC. 02QBE TMETAL HASUPPLY,INC. L S TM /+ —� A S S A Accordion Shutter System L sG\r 0 1Mc. ■ ■ ■ ■ KV,BLADE#1 W/OR Wf0 H.Y.WINDOW R" • American Shutter Systems TILUT TESTING & ENGINEERING COMPANY Inc.y Lv,x DEsrd6Pnox DATE 1) er: A Associations t OLA T5-085 7/27/1 OAT[ 07/27 17 ILS 1 6355 N.W.36th SL.Ste.305,NRO41k GlAbfli nnROA 33IL 0RIOLt 4288 Westroads Drive x fir"• Phme:(30.5JDJ1-1530.Fox:(305)871-1531 DRAWING Na L�N�y\ 11+i a-maa:attecoOaW.can West Palm Beach, FL 33407 3 1t EB-OOOe71D 4 17-' 07 "ii�NAAAAYT l, WALTER A.TiLLR It. P.E. •�I FLORIDA Ua$44767 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END WALL CON ILS ON SHEETS 10 A IS NOTES ON LUCKWO RODS©,W LOCKS©or OUT Ba IN �— INSTALLATIONS Wz 1 HV ,�* AND 11 D£SLACK MAIL Kr HV LOCK IVAX)FFOAM E%15TWG GLASS BLADE W HV CENTERMATES CENTERVATES APPLICATION KITH BLADE()1 q OR 24 SEE END WALL CONNECTION T 0+ t 5�Q+Q�Q•Q�+ EXISTING GLASS DETAILS ON SHEETS 10 8E 1 @ ----------------_.. -----L_-_. --_ ----------------- --� 2"z2-xt/8'x0'_2 $�•®O0.®.Qoa T9+� 3 1/4' 7- b 1/2' 7- (0067-TB A1L01)ALUM. POSING SYMMETRYCAL ANGLE at/{2)11Js10 TAPCON 1/2" a a2+� ANCHORS TO CONCRETE i E E ES �E E MATES MIN. SEPARATION (TOP/BOTTOM)k I SfOxJ/a"S.Lf.S. 12' TO GLASS (4)$SOx1Jr S.NS.TO TUNE O.C.FULL LENGHT. F �LL_!4 4 O {{1J L()(!� Or{l� AT EACH ANGLE (TrP)� 5 I * IN Z Ik _. (ONESHEEETTD11) 11 J �J�IJj I 5 a «� 3 2- as aaa tzl cA6 7 �$ a+lO •i � « a e � � ouT � HVC TD+Q«�Q+QQ.ja« HVA HV8 a a o a a a T $ . w$ ar j{j 3 oA POURED CONCRETE OR EXISTING GUL55 CONCRETE BLOCK WALL 6a+ 7a•Qx1l/• 7a•j w! — 1D_ta504Q`Q°wQ`lJca-- F-- —— REOU ED v v c?————————————— a.Q. � .�j .�c« F- �E SYMMETRICAL MIN.SEPARATION GLASS 8 •�8 N+>s•©�1 s•�}5 J�c TI CENTERMATES 6 � ®•@e,t'Tai•fi�e�(�8 •07 'E SCHEDULE 5 * {SEE SCHEDULE L -j -�- ��-- * W/ FIV LO__C-IC i�t�6� �NTERIOR) 8a•�8 w tag•Qav 19+�5 ON SHEET/1) j! GIN. SEPARATia', 1,��^t�y, « (',•)C��, _7 -- TO G1AS5 f OPTIONAL �t _ --� J (SEE SCHEDULE OPTIONOR)ON SHEET IT) ( -—' - JtT, OUT - _ *CONCR� / a JALLNCI B7 C. 1.--,-. -— - -. _ � * � � I 3 16'O.C. g,:••,r VARIES ,1^i fir 3� ✓ * • \ � t�l"'ti* C.7 LI`3#I« T•��h 0 V T b 1/2- 'V (EXTERIOR) J2"MA7C.SLACK * (EXTERIOR) HVE �✓ HVF** HVD OUT (}+�,,,,,, ,,,,,,,! FLORIDA BUILDING CODE{Hon High Velocity Hurricane Zone 02017 TLL7ECa,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A.S.S.A. "IL E C O �N�. Accordion Shutter System KV.RADE#1 Wj OR W10 H.V.WINDOW BLADE TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems Ev.H OL50RIPilON DATE DRAWN BMk LC. ata gess N.W.Stix IN su.705,GINE RJ0+0ass.rt°Rw arta Association, Inc. 1 OLD 15-085 7/27/1OAT£: 07/27/17 r 4288 Westroods Drive 2 -. T t Pnone:('05)0711-1570.Fox:(.105)871-1ES1 DRAVANG No e re \ i o-moa:6ltx0000W.ecm Vilest Palm Beach, FL 33407 7 17-107 7—'07 �'ONAL`� 11r''' WALTER A°T1 T'Jr.P.E. 4 " ••t nr,+' FL01114r.Uo.8 44167 5 SHEET P.E. SEZ SIGNATURE/DATE 0 8 OF 20 ' ALTERNATE INSTALLATION W HV "T" LOC 0 V MALE/FEMALE "T" LOCKS CE TE MA ES ft 9 & LOCKERS 2Z Wj M HV f3LADE SEE END CONNECTION DETAILS ON S SETS 10 & 18 INSTALLATION In HV BLADE oUT IN '?,� MAX(DStAcx DETNL mr, Wf HD CENTERMATES I u WTu a ueavERSAL naATaia euaE(TyaETAa 1oa-Rw. wWCATEO DN 1T66 SHEET. a 6E IISEO WITH T105 ALIERNA I t0.�5m0.6-619m pFTAUATKN DESNI NVG$NDAN iN TN$s SET. SAILS WALL CONNECTION 10 &O1 DETAIL ON SHE 10 k.18 .@ 35* * 35* A1TAL w/2 i/i 518' i (aFi7d2-01c 3d4*taa o 12 4 IN (4)H.V. _ I N putsx(tYP.) 33 ux.�uuTnx 30 HV "T" t Pars(TYP.) T 3/4• / mit 5 3 LOCK (INSIDE) t - - — - - —•— ------------- -L-- - --` -rt---- —•-- � 5 t 2 z9 t h . z 316' I _ 2 1/4" 0-20 x 1 T/2' S.S.M.S. 3T oR�2�� .-35 i >��aR 37 31 oR 32 3�aR 32 OUT Y. 3s* SEE NOTE 6 FOR RV LOCK. ( {) * W/ 7/8"0 x 3/32" WINGNUT. (omom)bD8—HVB OUT IIDC—HVC r Loa.oN sF XT 5. ('�� SYMMETRICAL. HD CENTER,MATES SYMMETRICAL HD CENTERMATES VHV "T" LOCK (OUTSIDE} 26 W/ 6k LOCK (INTERIOR) f sma;6 444 N 01f r HVC7* _Wf Q± LOCK (EXTERIOR) (2024-T3 A1-an IARGe FU7:CE M11 a�m bQ• 7�m$(�at0•�e1 SNEE7 NtR$CRT,PART IF 0024 1D•®•^®•®�©•�m AS UANUFACR1Rc-D By TDODRN.PAR9PPENY.NEW JERSEY ®•�.�m\:J'V/�'�m 07054 OR CMAL .®m 1®•®4t;J•�}7 on e' ea® --- - QL --•--3 --_—._.. ----- `—' SEE,mfrs ON 10ooN0 RaozQ a too,00-a ON snxs s OVER54.414MRO 6Uffi®rML MGa-ROD,S VA:m MR A4 CaaEKNA1T5 APPLCOM4 4101 @LAM Q HDD—HVD*# FLOATING STACK FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone 1 02017 TILTECa.W0. C92017 EASTERN METAL SUPPLY,INC. BERTHA H TM a.4 7 �� A Accordion Shutter System A ! ■ RV.RADE#1 Wf OR W/O RV.NlNIX7N 13tJSDE t American Shutter Systems nV.No DESCRIPNDN DATE CRON BY: L0. % ,Q. ; TILUT TESTING & ENGINEERING COMPANY > , 7 Ali Association Inc. t OLD 15-085 7 7)t OATS: 07/27J17 Mot 1t� 6355 N.w.36tn.¢t.,Sta nos.NRatrA cAmuw,vmmDA uta 4268 Weslroads Drive 2 Ph...:(305)✓671-1570.Fm:(305)871-1531 DRAWING No ENt\II11t1 .—om e�ocoa1g com West Palm Beach, FL 33407 3 17-107 7_i07 • eAAtrA31d WATER A.TLLMT Jr.P.E. r1OR0A Uc./44t67 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 9 OF 20 POURED CONCRETE OR / / POURED CONCRETE POURED CONCRETE OURED CONCRETE f �� • OR CONCRETE /'• OR CONCRETE i, /f OR CONCRETE . BLOCK WALL REQUIRED • ,t+ CONCRETE BLOCK VtAtt � I BLOCK WALL REQUIRED j•' •`J 1 1 j BLOCK WALL REQUIRED fC.. � REQUIRED , EXISTING GLASS EXISTING CLASS/ .WN. EXISTING GLASS CRETE ANCHOR. - EXISTING GLASS ,' / / . __ /� CC 16'O.C. 1 1—,,,.. ,/ MN.SWAR X"I <-- � -} c/ .f' t- T.` 7 2-MIN..1 r T f ;• f` / / TO GLASS(SEE IGEN.SEPARATION tdx SEPSPRAAnaa HEET MIN.SEPARATION 4 ;' SCHEDULE iI FOR&.�� ' TO RF.•'S{SEE To 61JSS(SEE EO EQ�%/ TO HE I,AE 0*4 SHEET 1SS(SEE !16-x3-MAX. ON SHEET 1B FOR I � J�'� 1�' SCHEDULE 10 SHEET r � SCHEM LE ON SHEET /� +j ;" , / BLADES©k 9 ' 1NI�S1HEhT 19 FFORR ?L/. ` 11 FOR SLADE(DRO I FOR MADE OAND {6063-T6)CONT. i/2' ON SHELF 10 FOR (LOCATE AT ;�Bv,DEs Q)SHEET& PLATE.FOR .(L'LOSER I OCATE T/2''i J \ j BL=DLs(D d5l l3laDFS+Et E1TH SIDE AT EITHER SLOE MIN S O Q qF ) CF(D) I 4•USE 1.OR 2"MAX. I 1/2"MIN, I 3 - i j IQ10x1/2•S.M.S. I I I _-_- ALWANUM�CUP)ANGLE B ro-2 7('10x1/z"S.LLS. _ _--_!- 0 16'O.C, � __,___,_ tl i6'O.C. '(8063-T6 ALLOY)AT MiQNEtGHT ' ` •—"^• 4 ../ (1) JIO.1/2'S.M.S.TO®8 / WALLAT�D.CC.. (LOCATE AT TO -!f/ SEE DETAIL X FO • 1 5 SIDE CONNECTION 1 OR V EITHER SDE of Q) 1 OR i OR ®• SEE DETAIL X FOR I OR OV TO TRACKS /�1 SEE DETAIL X FO 4 � SIDE CONNECTION «�ati=/'Q°`Q !0•�« SIDE CONNECTION Q °"Q•Q°•O TD•�a a a 6• 7«8 t0+�a TO TRACKS a a 6* 7�«�8 10•®« 10•®«�•�«�•®« TO TRACKS 10• {�•�«�•�«V•�« t 5'�«�'YJ"'�:l•®« d"�°'l.J'�«\.i''®°•l'7'x7 �•®«�•®«�•�«®•C7 END CONNECTION DETAIL(3END CONNECTION DETAIL a END CONNECTION 0EIA L a END CONNECTION DETAIL A REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING 4 CONCRETE BLOCK WALL ///�� /•—EXISTING CLASSM-�C.7\ REQUIREDGLASS S.M. -'TO ('�..EE; "•o:C. LAN SEPARATION Y a ---"-^"-- ___ __ ��_______ l©ORLIOR�OR 1111{£R MAX O t/Y MIN. Sp�amIJLaE�ON BEET _ .. ) OR)iJ OR 9 OR) ON SHEET 19 FOR 11 FOR EADEQAND _ ____ ___CONCRETe , BtaOES d& , S (ON SHEETD® (- -- oR i©j EO I fl �E OR H()OROOR / 2 MIN. r` ♦ SEE LIMITATIONS OF USE FOR / 2'MIN.1i BLADE@ON SHEET 19 0OR@OR(911(51R@ VIEW Y t OR W I FLAN • «(�(� C?«fl $ DETAIL POURED CONCRETE OR ® «Q•O«® ,D•�« ID"®a©. ,©. , « END INSTALLATION CONCRETE BLOCK WALL �iOP�a�.®aQ•®a 6 7 ab 7 REQUIRED O.O'© t�•C}•�« (1„HV BLADE 0—F, 3;1A) HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. SND CONNECTION DETAIL a �aR N ECTIO IL a «�� FLORIDA BUILDING CODE{Non Nigh Velocity Hurricane Zone 1 ,(�C•�.l, ®2017 CASTE 02017 nLTECO.INC. RMA N METAL SUPPLY,INC. iti`1 •'�,V C7T•' moi¢+ Y s�`•••. BER f7VTM * !L E C O N�. A■S■S■A. Accordion Shutter System l; KV.BLADE#1 W/OR W/O RV.WINDOW MAX ' -v: •i i t C American Shutter Systems y EV.N DESCRIPTION DATE DRAWN BV: L.C. TILLIT TESTING & ENGINEERING COMPANY 'Q , Association, Inc. 1 qt0 Ts-oBs I2711 DATE 07/27/17 O� t e355 N.a.36t,St.St.305 MRDau OMODF,FLOROA 3316 TT' 1, 4288 Westroods Drive 2 tee$' FEooa:(305)871-1530.Far:(305)871-1531 DRAW}NG Na l 1T a-Mm's: 0006710 cvn West Palm Beach, Fl 3340? 3 EB-00087,0 4 17-107 •T'�� IF7 WAITER A TOUT Jt.P.E. "�naarrr•r• FLOROk U7 IT 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE 111 ^ HEDULE #2 SrH DI lf3 MAXIMUM SHUTTER SPAN "L+" OR "L-'• MAXIMUM SHUTTER SPAN* 'L+" MAXIMUM SHUTTER SPAN*"L+" INttq ATION NO �-NOTES:(ft.). FOR INSTALLATIONS W/ OR 'L (ft.) FOR R "L-" (ft,) INSTALLATIONS CENTERMATES.® &®or j} or INSTALLATIONS W/ W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE W.V. LOCK ® or ® or or rcuTFQ� �� & 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 CENTEERRMAT® 280 29 W ONE W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C. D, E. M. N. 0, P. Q, AS.O. DESIGN PRESSURE RATING. / ODS MOUNTING F, K & L R, S, &V. tQ`T" LOCK 30 W/TWO LONG (SEE NOTES t tt) (VALID FOR MOUNTING 1 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM 4(SEE SHEET 7) FLOOR/CEIUNG G, H. 1• 11, J T U W& X WALL MOUNTINGS(FOP/6OTTOM)OR FLOOR/CEIUNG: +4. CONCRETE&WOOD MOUNTING CONCRETE" YiOO INSTALLATIONS CONCRETE & M ,wM A.S.D.DCM IN5TN tAnO INSTALLATIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, ASD.DOM A. tt£SxRI A5p'�cN DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. PESSURE WALL MOUNTING FLOOR/CEIUNG PAEWURE. �-MOUNTWO PRE'= FLOOR/CEIUNG MOUNRNc RAmm & PAtWO GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (D� MOUNTING (P—) acwCEIUNG NOuram (Pt01) cR DETERMINE MAXIMUM SPAN•'L-'FROM SCHEDULE. i+9R-) t,OR-) 0 OR-) FLOOR Au uL (1) K L 1 (t71 L-(N) l+ (R) L-(N) L 4 (6) L-(fl) L+ (N) L-(fl) V MAXIMUM SHUTTER SPAN 'L+'OR "LT FOR HE 30 OR LES 16'-0- 16'-0' 16•-0' 16'-0" 30 16'-0" 16'-0" 30 16'-0" 16'-0' INSTALLA71ONS INTO WOOD SHALL BE UMiTEO Td FINAL MAXIMUM ALLOWABLE E SPAN EE EQUAL TO 7"L 105 p3?.AS.D.DESIGN PRESSURE RATING. LIHLM.UM DETERMINED SPAN BETWEEN "L+"AND 1-•. 35 14'-10" 14'-10" 15'-2" 16'-0' 35 14'_10' 14'-10' 35 15•-2' I6'-10" 40 IV-1D' 13•-10" 14'-2' 15'-2- 40 13'-10' 13'-10" 40 iC-Z 15•-2' (3)PROCEDURE I TO DETERMINE LMOMUM_SPAN FOR 45 73•-V k2'- 73'-4" 14'-3" 45 73•-I" 13'-7" 45 I3'-4' 14'-3' t HV CORNER CENTERMATE¢3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN.WALL MOUNTINGS 50 12'-5" 12'-8' S3'-7" 50 12'-5' 72'-5" 50 12'-3• 13'-t' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS t'Jt FLOORjGOUNG MOUNTINGS: 55 ll'-10" 72'-7" 12•-41' S5 11'-SQ' tt'-t0' 55 tY-1- tt'-11' SHALL BE AS INDICATED ON IaANOATORY CONOd10N $2 FQR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 17'-4' 1V-7" 12'-4" 60 11•-4" 11'-4' 60 10'-2- t0'-it' NOTE$5,SHEET S. RATING: 65 10'-t0' ti'-1" 11'-t i" 65 10'-10' t0•-t0' 6S 4'-5" 10'-t' DETERLMAX.L+ta FaAX. SPAN FOR WALL MOUNTING 1N5TALtAT10NS. 70 10'-6" 10'-9' 11'-5' 70 10'-6• SO'-6" 70 8•-9- 9-4' L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 70•_1' i0'-4" 11'-I" 75 10'-1' 10•-1` 75 8•-9- ttEXCEPT THAT MAXIMUM SHUf7ER INSTALLATIONS. 8Q 9'-10' 9-iQ10'-O" t0'-9" 80 W-10• 91-10" SPAN 'L+"OR'L-'AND MAXIM. M A.S.D.DESING FOR A GIVEN NEGATIVE AS.D.DESIGN PRESSURE 9'-6' 9'-a' 9'-9' 10'-5• 85 9•-6" V-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 85 V 90 -3" 9'-3' 9'-5" Io•-1' 90 9'-3' 9•-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: _ t- CONNECTIONS TO KEYSTONE MOUNTING Lt_m MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. N12 9•-0' 8'-9' 9'-2' 9•-10' 95 9'-0" a'-9 LIMITED TO +64,-72 p s.f. AND 8'-0" SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING W-9" 9'-A" 91-0` 9'-7- 100 8'-9' 8•-4- MOUNTING M ON SHEET 7. INSTALLATIONS. 8'-T " 8'-9' 9'-4' 105 8•-T 7'-11' 8'-4" T-7" B'-T 9'-2` 110 8'-4' T-T FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL 70 THE @'-x" 7•-3" 8•-4" &•-it- 715 $'-z• 7''_3' SEPARATION TO GLASS SCHEDULE 7arNtliu7a BETWEEN"Lt+'. 'L2+ 'L,-*AND'L2-- 8•-o" 6'-11" W-2' S'-9" 120 a•-0' S'-i!' (4)GO TO ANCHOR SCHEDULE PATH FINAL MAXIMUM 7'-10' W-8• 8'-0" 8'-5" 125 7'-10- 6'-8' �,,.,� ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN 7'-8' 6'-5" 7'-SO" @•-t` 730 7'-a' 6'-5• MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7- 6'-2' 7'-9" 7-9" 135 7'-7- 6'-Z• WINE ZONE SPACING. TION 140 7'-5" 5•-11 7'-7" 7•-6- 140 7'-5' s-1,- ASTM E-1996 SEPAR 145 71-3- V-0' 7'-5" 7'-3" 145 7'-3' TO GLASS 150 7'-2- V-7" 7'-4" 7'-0' 150 T-2' 5'-7- 155 7'-0' S'-5" 7'-2' 6'-9- 155 7'-0' 5'-5- 1 THRU 3 1" V17 6'-11' V-2' 7'-1• 6'-7' 160 6'-it' 6•-10" 5'-1' 7'-0" 6'-4' 165 W-10" W-9' 4•-11' W-71" 6'-Z' 170 W-9•6'-7" 4'_9` 6'-9` 6'-0' 175 6'-7- HV BLA E s'-8' 4'-8" 6-85-10180 b'-64'-8'6' 4'-6" 6•-7' 5'-8' 185 6•-5" 4'-6"4' 4'-5" W-6' 5'-6• 1906'-4' 4'-5'6'-3' d'-3" 6'-5" 5'-5" 195 6'-3' 4'-3" .. 200 6'-2" 4'-2' W-4' W-3" 200 6'-2• 4'-2 1' 6'-3" 5-i" gds a'-1' 4� g FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,fr t �� m ME 2017 EASTERN FAL SUPPLY,INC. ~�� 92017 TILTECO,INC. �I ENSj: `'P"!� BERTHA HVT1a �`""' ASS A IL EC 4 ,NC. , , , w Accordion Shutter System * BtADE American Shutter Systems tL EV.N B( AnOR wjOH o �1 Pwa DATE Wa DRAWN La TILLIT TESTING & ENGINEERING COMPANY \ 268Association,rood Inc. 1 OLD 15-085 7I27/1Oe1E 07t27/17 4V �� 6335 W.3bU,.54.•5t9.305,NR@M GnADFttS,ftdFAA 331 $p t Pot Beoc ds Drive x �+(F-L Phone:(305)971-1330.Fn:(]OS)s71-15]I DRAWING No a-mon 0006400.cam West Potm Beoch" FL 33407 ] 17-107 -'Vu�V'yAL ` 'It, WALTER 0.�LUT1Jr.P.E. A r' FLOIWA Ua B 44167 3 SHEET P.E, SEALjSiGi3A1URE/DATE 6 11 OF 20 ► . � . :!1! ':� :!. :.� tls:i '..► . ...•.ill. 1P •: ►. :al •i •: ial •►" . �a. MOMS �7mQbEamlJmmm]Qil J M EMMMI37Qi S ' mm®mimQi7�i ' DD m�mMIMMMMMIMIMM . �OOmEBB""OOmOODOMRMIOmmOOOOOOmmAQd HOmmOOQ[RMOOOOOOOOd miL11101C>it>ID> R•�MQQt71LDOiEi1iII>t>OQE>i[1[�xLlm> 1DA10R71©[Llm1II>100>Z•!i»OQQI• 1i�Q((�� mQMM7t7mmm mQ>lE7mmOm mi0mM7mm umsoM7mmMMinmmQME>ImmmmmM]00010110 �OmmM7M>ImMMt mII70mmmm[LImQ•lOmmOi>)iDm[L•OmEaRQIL>1m[[•E71:11"I MO U CtiA0mMENIMM mQ7mmmtOO mmiCM il7mmmmm mm[Mmm[Ein mii� mmmmOM3EYQMIM7M team - m -— m®O6lmmOmm[ O[LImQ•DOm[OmOmKamOORROmmOOCt[/dm�7�IdOQ�]O miamt�CM[3LMmmiEM»p7MlmmmFCMmILMF1mi3>i mRLit iL•AmmRQRimiLMM>immmQmM7EMM�M7M1trMEEI �OmNU : OmQ6Rlmm ppOO�O tIMo mmmmlCfmiiMOmRROmm MME�iEfr7ROpM m ;OME3FIMMIM7 .- p = M>It7 = �[lmmM•Mim miL•OmM>iRQRMmm)dI3MItMlQOMImO�IOi�[M , QR1mmO00iRM0O®mmDOQmmmmOAmMYOOmmOOROOmmmOOEMm= mOOtm=7tlmmO ' ®mmIIlQmEfr3ElniLMmiFI[�mmClMO mlilfOk70[�QLLImil ©QC�R®m3mtII3QAQLli31r�I7iir3®O mmiT7im"03mm SRAM : MMmCl�n mmmMMCMmMMICOmEU : MEM>InM� mff]M�M7M70nmMsM[adM7mCM� OmmOOOaARImmOOmri00mmmOOim/[m�MmmIUMMEN�mmOQi�FQ7OAOOOO�mmA ® mmmm[IRORlmita•7i�il�iE�OiLlm��gpm[�pmpRmmmpp]RnnR �M[i�7E�QROpmpOO��RIEIrA ' R7mm�pmc�OQpOOmmp�mOORmii#OAO[>tiOm®mE 7A4OA��mRMMMM.M' QM7OOOMUFO 6>imiaOkF3 IZn 7iaiL7i�t1[iRQOmli�tl[ImOQ6�mQ mnRCrRMIRSO MINNIMQQi3AQ/E7 ' 1'!0 mmfOmEl� nmmmOM71�]QOQMmiIMOM7mRn MIMM7ORRROmfi IMMIll"IMMIM mmQE�7LlEIE3FiR iCll�Q#>AE1�7i�RiirSlik•BaE�QLL�IRniClmfn[immRROmiI�01:lQRQOmmE�[3ElQRm�!>Di�OIr�Q . it�mti7Et3M7QQR mmdmQQn mmt>�mm oaMmr�nRnoo mmnwcaQRmm�calor�can �p. RlmiAIM m OmmKEEN IM OmmommOn®mmQnRiDiY��lmmnnn[•LtI1F&]RLl 1C•O � IMAKIA iC13QQniCMM MEIEII=Qn RRNXIMMEt3L MICS R[IRmL•!mscommm mKENRIMitOROMmmmmmmROmm�7.7QRAi0miI�©RRC*Q KEIMMEf7i�RdXMIR "OC• MAKI mISMIMM QQpiLMMIM"Mm niLMmmOMMM= 11 ]ClIOnQRQ�[iL�]F�JORQRHKAKI tMmIMNXI rtliE•iL•[ ICIQQnHIMM"MI MOniLlmm INCOQMMUMN �mARQRQ EMKIMUQnn"C•a[E�E MM= IftsmEEiE1EE1RRnQ7mII]•vEfiRRQ[LMmilllOmQRn 7r=iQRRRRQ lLamnoRORMpIMJEUMMOQM EN RmMm�OOaAOnillmmmOOO OOmmOp©OOmm�DOO"mm"=MR IMUMOOmOOm®Mm0 RMmdC�E�RQ�7Omii>[IE�nRi>t[itIF3IIMmR>1�MRQ@iL1>QQQQQnMKMMRsaiMiQR 7OEZ�fM�tiQRa �R�mOnQRRnRimiLlnnppgqQ mmQlOrMtCinamRRQRnntIDEMEM Rn M7M7OEEIQMMfQ ic! M>1QQOQn Q7RIM =9 i�mQonnniLlmmnnQR QImmOQQRn�O000�7m0 ipmpRQRQnOmiiMM>1RQRn�mi OQRRnifmEE7QMa QQEMMKOpQnnQ MMEMRQ iCMmC�ilnnnQnUNKEAMM7RMMtnn6lmmnRQIMMEM QROnnniLlmEiOnnMRmM]MMMIMMM=o ELImEiI IranQniSMmm== RR[CMmmQQRnQ M7QRnMViCMQmMrii oQRRQMZM7 ]E iQQQn [L7mmOROOO<CMmiDooCMROCI�HIMRORRQ�mM�MaManRRmmmOOORRnQ - O mOQOO iSlmMMinQRQniilmmRRRMMf MM COMM ®Gz3QRQQ ullo p iLImEEMIQRQRni�mQ7nQRQQOMMMq=SOMIN ]E�InQRQQoi�IM ==RRQ "am mm O 1 • O 1 m�odi'#RIMICS Qlm00AOOON am adOOoMIMus MMICE � oRiaRiCRIM Maidn�iR71Mmm = QMfLM nRM�nnISMmnnMaQnM7 mnnQ �n MinRQur�OM�M7QRQnM7MLMIQE�iOM�O 1 • 1 iLlMm MMM MiClmnMaRsirnOiLMIEMRaRRnOtmmRanQRn3IL<7C 3RnRnQnmMM<EMmnMZRn 61mOnQnRnLSMmQM�RQRRRMmOMiRQRn[MEMOROnRQM7mRQQRRMMMMMMIM�IQQQM7 • ' • IM am iG3mRRRnRQUNIZE RRnRRLOmRnQRRaIMIMIUM MIMM = ' tCMMMinnORRMiB7mRRRROOiLIiE#RRRQnnti7i11pQQnROp�i]QCMQn O = f�lE�t>IM7RnM7 iZMaE]RR nnn6MmnRM7nQn6Mm=RnnRnfm"m SRRROMKMARRnOQMtMQMMIMMM wR QQQQO�IMI>RaQM�Qa�gR RR>T:MQMi QRRRQQRII�IQRQRQQQF�F3i oQQn �iDpOOOnRO RMMMrROMiRRRRORQnnMiiTIOM�ORRRRIanR1�MiM;MRMi ODO�Q®OO mRR MMriMELM MinM�n QQRnnnnm n MiMMENCOMM�nMiRRRR nLE! !7Q IMM INS RQQQQQRitIM.7RRRRMNQiaRRRRQQQM7QEiEM�MQRM�M>f �OOOvORpMpMORdORMIOOOiiOOAQMR7000O0pvpOLo7ROOQORROOoOORRROO �i�]RO000 OpOpmRR.rr.lQCitmm1R4�OOOlQlRROfRill��lR�2RI+ CQi�t1mQOCRIOOOOARRRQCftOMi ©� SEEM LtAt1AtUAA ANCF(OR� SPAQjNG (Tn 1 SCHEOl�f F FOR A GtVEN MAX. SHUTTER PAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES g g D D�(y^�y NECsTNE PRESSURE�AT1NG Au0 A CGRRESE'ONOING MOUNTiNG TYPE FOR CONCRETE OR NCRETE R(GCK IN5TALLAT10.Y5 t.ANCHORS TO SUBSTRATE StWI BE AS FOLLOWS: (SFE UOUNTINGS E 4.&H ON SHEETS 8&7) POURED CONCRCTE/tX1NCRPTE BLOCK POURED CONCRETE (A) To EXISTING POURED CONCRETE(Min.1'c-3 loi) uAuwu E tVALL SILL MOUNTING ©CEILING MOUNTING H©FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX. (Min,V.+3 6.1 HORS SPACING LEGEND - 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. (lain.Fc+3 Itai) 01) OESIAI KW& f'RSS;I✓itE wlT c DFEm h=t:M1ivl FAi+G tl= l"WhE Pf?M LIE FAR& TAPCON OR - t/4 C BLUE TAP CONCRETE ANCHORS Wf CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.Tb-2 kai) 30 40 60 7S 90 120 160 205 30 40 60 75 9D 120 160 205 30 40 60 75 90 120 160 205 TAPCON WITH ADVANCED - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND OISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 1: rz 1n a B B 6 5.5 3 4 10 s s s s 6 is 12 10 9 a a a 6 TAPCON WITH 'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0" 14 12 10 H 8 e 6 6 14 12 t0 a e e 6 6 14 12 10 9 e 8 6 8 ALL POINTS SOLID-SET (Tfin.i•c OR /4 12 10 9 8 8 8 6 to 12 10 8 9 B 6 6 to 12 10 9 8 8 6 5 BLUE TAP W/� NOTES: 14 t2 t0 9 8 8 6 7 14 12 to H 8 8 6 6 14 12 10 9 B 8 6 8 TAPPER+ A1)tAINJULIM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ f4 12 10 9 B 7 55 3.5 14 12 t0 9 8 8 8 6 14 t2 10 9 8 B 6 5 ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. f4 12 t0 9 9 8 0 6 14 t2 10 9 8 8 6 8 i4 t2 t0 9 8 8 6 LS 14 12 10 9 6 B 6 4 14 12 10 9 B 5 e 4,5 14 12 10 9 8 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 24 12 10 9 8 d 6 4.5 UI 12 10 9 8 8 6 5.5 i4 12 10 9 a a 6 a3 INTO STUCCO SHALL BE PERMITTED. t/4'0-20 SS.MACHINE SCREW USED SHALL.BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.5 0.513.5 - 14 12 10 D e B 6 5 14 12 IO 9 8 7 55 4 •SEE tAry1;ON Cr V5[roR DOST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 i2 10 9 8 816 6 14 12 10 9 8 5 6 5.5 14 12 10 9 B a 6 4.5 63JDE ON$I12T 19 ti t2 /0 H 8 7 4 - 14 12 t0 9 8 6.5 5 3.5 14 12 10 8 &S 5 35 3 A3)IN CASE THAT PRECAST STONE_PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE E50STINO WALL OR FLOOR, 14 I2 10 9 8 7.5 45 - 14 12 10 9 e 8 6 4.5114 12 10 9 8 6 45 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHAD.BE AS INOICOED ON 14 t2 95 75 fib 45 - - 14 12 10 9 8 7s 55 4 14 12 10 9 a 6 45 3.5 INSTALLATION INTO INTO)ABOVE.FOR OFS WITH fAET INSTALLATIONS DS SEE SHEETT 20 DWG OR EIFS WITH OR W3THOiR METAL STUDS CONSULT THIS ENGINEER.FOR 6r-O• 14 r2 10 9 8 B 6 - 14 12 14 9 6 8 6 5 14 12 10 9 8 85 3 35 14 �12 t0 9 l.5 55 3 - 14 12 10 85 7 55 4 3 ti t2 B 6.9 SS 4 J (8) TO EMMO CONCRETE BLOCK:(ASTM C-90) T4 12 10 9 8 6 - 14 12 10 9 6 65 5 .75 ti 12 10 11.5 8 5 4 - - 1/410 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 74 12 5 65 55 3 - - 14 12 f0 9 a a.5 45 3s 14 12 10 8 7 5 3.5 3 - 1 /4'0 x 3/4"ALL POINTS SOLIO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECLALTY COMPANY. 7,_pw ti 12 id 9 6 8 - - 14 12 10 9 8 7 5 a 14 12 t0 9 75 $S 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 /2 10 a 65 4 - 14 12 9 75 6 45 3.5 - 14 10.5 7 5.5 4S 3.5 - - 1/4b TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCRUM,BOLT&SPECIALTY 44 t2 io 55 7 a - 14 12 id 9 75 5.5 4 - 14 12 9 ] 75 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 74 11 7 5.5 45 - 14 12 10 9 7s 55 4 - 14 12 9 7 6 4.5 3 B.-0, 14 12 10 9 8 8.5 - - 7t 12 l0 0 8 6 4 - l4 12 iP B 8s S 3.5 - NOTES: 74 t2 Ss 7 55 3 - i4 12 8 6.5151 4 3 - 25 15 6 5 4 3 - 8.1)MINTIAUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 I/4'ANO TAPCON 14 12 9.517.5 6 - 14 12 a5 816-.5 5 - 14 12 8 6 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 95 Bs 9 3S - - ib 12 10 8 65 5 - - 14 12 8 &S 5 4 9,-0. 14 12 f0 9 8 - - u 12 t0 9 7S 4.5 - - fa 12 85 7 5s 4 - 8.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4`ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 75 6 4 - 14 it T 53 5 19 - - 71 a 55 4.51.3z,- - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 6S 4.5 - - 14 12 95 7 5.5 4 - 14 10S 7 55 6 4.5 - - EXIST.AND i'MINIMUM FOR WADS WITH NO STUCCO. is 8.9 5.5 4 - - - - 14 t2 9 7 8 4.S - 14 11 7 5.514.5 3.5 - u t2 40 9 7s - - t4 t2 s0 8 65 5 - 74 42 8 6 5 4 - - 8.3)IN CASE THAT PRECAST STO aE PRECAST CONCRETE PANEL ,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10•-0' 14 10.5 7 S 3.5 - - 13 9.5 85 5 4 3 - 10 75 S 4 3 - - - ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 if 75 SS - - - - f4 11.5 9 6 5 a - - 25 95 6 S 4 4 - NOTES 9.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WTTH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 105 5 5 - - li t2 6 Tis 55 4 - 13 ID 63 5 4 3 - FOR INSTALLATION INTO 13FS WITH METAL STUDS SEE SHEET 20. -0" t4 12 10 - - - - l4 12 9 7 6 45 - - 1♦ 10.5 ] 55 45 JS - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHO S MANUFACTURER. 723 95 5 - 12 9 6 4.S 4 3 - - 9 7 45 3.5 3 - - 14 10 7 - - - 14 10.5 7 5.5 45 - - - 115 85 S5 45 3.75 - {D} SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING t2ELA710NSHW FOR ANCHORS. 95 T 4.5 - - - 14 11.5 7.5 6 5 - - i2 9 8 4.5 4 - 12'-0' 14 12 10 - - - 14 12 a 65 55 - - - 1J to 6.5 5 4 - - - EDGE VER ISS SPACING SCHEDULE FOR ANCHORS,. t f s 55 4.5 - - - - f f 8 55 4 35 - - 8 6 4 3 - - - - WXMUM ANCHOR SPACINOS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.0.LESS THAN THE INOICATEO.REDUCE ANCHOR SPACING 135 9S . - - - - 13 9.S 6.5 5 4 - - tO.S 8 5 i - - - BY MULTIFLMNC SPACING SHOWN ON SCHEDULE BY THE FOLLOVING FACTORS. g 85 - - to f.5 7 S.S fS - - - 11 85 S5 a5 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS DWI MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. t4 OR t2 - _ _ _ _ _ i4 115 7.5 6 5 - - t2 9 6 45 4 FT 13'-D"10.5 a - - - - - to 7.5 5 4 3 - - - 7.5 5.s 4 3 - - - ED E TSN TAPCON IRF(ADVANCED ALL POINT SOLID SEF BLUE TAP Wj CAP TAPPER+. t25 8.9 - _ _ _ _ 42 9 6 4.5 4 - - - 95 1 5 i - - - i V �� D O DICTANCE THREADFORM TECHNOLOGY MIN.SPACING B 8 - - - 13 0s 6.5 5 - - - - a5 7S 5 4 - - - E.D. MIN.SPACING 3• MIN.SPACING=3' MIN.SPACING-3 1/2' MIN.SPACING=3" 3 3/4' 4" 14 12 - - - - - - 14 1D5 7 55 _ _ _ _ Il 8.3 55 4S - POURED CONCRETE& f'OflRED CONCRETE& POURED 4bNCRETE& 14'-0' i0 73 - _ _ _ g 7 4.5 3.5 - - - - 7 5 35 3 - - - HV BLADE PotFrFD ca+3ffrE OJNO]LTE BOfx 1ntb+ID CaXSd'TE 09t3ETE BIOTN HV WIND CONCRETE BLOCK yN C0..3 1/2'iLtl F.P.^2 I/2' CONCRETE BLOCK CONCRETE BLOCK U1 ED. 1/2'I1tL E0..2 IIT Its B ft 8 S.S a5 - - - 9 6.5 45 - - - MN.E0.w3' 101FA•31 I., ED.wY 75 - - - - - 12 9 6 - - - - 45 7 45 - - - - y 1.0 0.90 L0 0.78 1.0 0.84 1.0 15•_0. 14 _ - _ - 133 10 65 - - - - O5 8 5 - - - - BLADE WORKING 2 1/2" - 0.81 1.0 - - 0.67 1.0 9 - - - - - 6.5 0.5 4 - - - - - B.5 5 3 - - - - IN UNISON 10 - 105 a 5 - - - 8.5 a 4 _ _ _ _ 2` _ D•71 - - - D.51 7 - - _ - - ns as 55 - - 9 65 453/4' 0.43 16'-0' 14 _ _ - - _ t25 95 10 ]5 50.35 g - - - - - 8 6 4 3_ - g.g - - 95 7 3 - - - a 6 4 - - - - FLORIDA BUILDING CODE(Han High Velocity Hurricane Zone .r T D2a17 TILTECD.WD. Q 2017 EASTERN METAL SUPPLY.INC. BERTH VTM �y'V10ENS' V� A A Accordion Shutter System Grp. L E C O 1 N C. ■ ■ ■ w TLV.Bt ADE#1 W/OR W/O H.V.VANDOW BLADE • Tq v l j T American Shutter Systems EV.N DISCRiPDON DATE DRAWN BY: I.C. "OL TILLIT TESTING & ENGINEERING COMPANY � 6355 fm 36d Si.,Sto.305.V1,301"GAarm RMak 331 Association, Inc. i OLD 15-085 7/27/17 DATE: 07/27/17 4268 Westroods Drive 2 Pnona:(305)871-1530.Fox:(36S)g71-1531 DRAWING No (JRiOQ rt4� +0 o w:w/x oeoolean West Palm Beach, FL 33407 3 's�a••••••• � `"',1+` WALTER A.T�ILUT1Jr.P.E. 17-107 � N +/ FLORIDA U.!44167 6 SHEET P.E. Aa{ti�� DATE 6 13 OF 20 aXiti'UM ANCHOR' SPACING (W.) SHEDULE FOR A GiVEN MAX. SHLT M SPAN, A S n DESIGN NEGATRE PR Gc RERAT(NG AND A CORRESPONDING t_y,'0(JNTiNC TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLAiIONS (SEE MWNIINCS I.J.K 0:L ON SKEET 7) POURED CONCRETE POURED ODN CUt1CR BLOCK ANCHORS SPACING LEGEND (I)WALK OVER& i TRENCH QRAINGUARD MOUNTING ©v1ALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING 7APCON OR �w MOU 11e OM M=E PRESSIA E FAMG ASa pE9pI 5T6AITF RUM (00 kSDDOM KQTNE P RMDK, OE Si tZME F1E5 a ROMTAPCON WITH ADVANCED 30 140 160 175 120 11201160 205130 140 160 175 90 120 I60 205 30 40 60 75 190 112011601205 30 40 60 75 9p 120 160 205 THREADFORM TECHNOLOGY 14 12 SO 11 8 8 5 6 12 12 12 12 12 i5 05 7 7 7 7 T 7 7 35 S 5 5 5 S 5 5 ALL POINTS SOLD-SET 3'-0" I4 12 f0 9 8 8 8 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 3 5 5 5 S BLUE TAP LE$$14 12 10 9 a a 6 6 12 12 12 12 OS 8 9 45 7 7 7 7 7 J 7 6.5 5 S 5 5 5 5 5 5 14 12 10 9 8 B 6 B 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 9 S 5 S S 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 T2 12 15 e5 55 S 7 7 7 7 7 7 SS 4 5 5 S S 5 5 5 A 4,-(1• 74 12 10 9 8 8 6 6 12 12 12 12 12 9S 7 5.3 7 T 7 7 7 7 7 7 S S 5 3 S 5 5 5- 4'-0' I2 10 9 8 6 6 0 12 12 12 95 8 a 45 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 9 S 5 3 14 12 10 9 8 8 6 6 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 55 5 5 5 S 5 5 5 5 1{ 12 10 9 a D B 6 12 12 12 11 9 7 5 4 7 7 7 7 7 SS 4 3 5 9 5 5 5 S 4 3 5'-0• t4 12 10 9 8 8 6 6 12 t2 12 12 t0 75 SS 4 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 S 14 12 10 9 8 a 8 6 12 12 9.5 7.5 6 45 SS - 7 7 T 7 7 7 5 3.5 5 5 5 5 5 5 5 4 'k SEE ANCHOR 14 12 10 9 8 8 6 a 12 12 12 95 8 8 {5 - 7 7 7 7 7' 7 5S 4 5 5 S 5 5 5 5 4 14 12 10 9 8 8 5 6 12 12 15 9 7.5 S5 4 3 7 7 7 7 7 45 3S - 5 5 5 5 5 45 35 - SPECIFICATIONS 6'-0' t4 12 10 9 8 B 6 0 12 12 12 10 8 b 4S 3S 7 1 7 7 7 7 7 ) 5 5 9 9 5 5 5 5 ON SHEET 13 t4 12 10 9 8 B 6 6 t2 12 8 0 S 4 3 - 7 J 7 7 7 5.5 4 5 5 S 5 5 S 4 3 I4 12 10 9 B 8 6 6 12 13 10 S 15 5 ,75 - 7 7 7 7 7 5 45 - S 5 5 5 5 3 4S - 14 12 10 9 8 e e 6 12 12 10 8 65 5 35 - 7 7 7 65 5.5 4 - - 5 S 5 3 5 4 J - 7'-0` i4 12 70 9 8 8 ti 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 S 5 3 14 12 10 9 0 e 6 6 12 10 85 5 45 3 - 7 7 7 7 6.5 5 J S 5 5 3 5 _573.5 3 14 12 10 9 8 8 6 S t2 12 QS 7 35 4 - 7 7 7 7 7 5 - - 5 S 5 5 5 s 4 - 0 VALID ONLY FOR UP TO +70, -75 I4 12 10 9 e 6 6 - T2 12 85 7 55 4 3 - 7 7 7 55 45 3 - 3 5 5 5 4.5 35 - - PSF A.S.D DESIGN PRESSURE 8'-IY t4 12 10 9 8 B e - 12 t2 05 xs a 45 3S - 7 7 7 7 7 7 7 4 5 5 S s 5 5 5 5 RATING $ FOR SPASMS PER 14 12 10 9 8 8 s - 12 s 8 45 4 3 - - 7 7 7 7 5S t - - s 5 5 5 s 4 3 -• SCHEDULE ry 3. SHEET 11 14 12 10 9 8 8 8 - 12 11 x.5 6 5 .75 - - 7 7 7 75 6 4.5 - 5 5 S 5 5 4S - 14 12 10 9 8 D - - 12 1.5 7_S 0 5 3S - 7 7 as 5 4 - - - 5 5 S 5 4 3 - 9,-0. 14 12 TO 9 8 B - - 12 12 9S 65 SS 4 J - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 B 8 D5 8 S 4 JS - - 7 7 7 6 5 35 - - 5 5 S 9 5 f 3 /4 72 10 9 a B - 12 10 BS S 44 - - 7 7 7 6.5 55 - - S 5 5 5 S 4 14 12 10 9 8 B - 12 OS 7 55 45 35 - 7 7 5S 45 3.5 - - 3 S 5 4,5 35 - - - 10'-0.14 12 10 9 8 8 - _ 12 11 95 a 5 35 - 7 7 7 7 7 7 45 - 6 5 5 5 5 5 5 45 _ 14 12 10 9 8 B - - 95 7 45 35 3 - - 7 7 7 SS 4.S - 5 5 5 5 4S 35 - - I4 72 10 9 8 8 12 9 6 5 4 - - 7 7 7 0 5 - - 5 a 5 45 5 - 14 12 10 0 8 0 - - 12 9S 6 5 4 3 - 7 7 5 4 3 - = - 5 5 5 4 3.5 - - - i t'-0�14 12 10 9 a 8 - - 12 10 7 5S 4.5 3.5 = - 7 7 7 7 7 7 35. - 5 5 5 5 S 5 5 4 R {/''�� 14 12 10 9 a a - - T1 BS s J5 3 - 7 7 6 5 4 - - 5 5 5 3 4 3 - H V BLADE E L N LY 14 12 10 9 8 8 - 11 8 55 4 - - 7 7 7 7 4S ^ - 5 5 5 5 5 - 1 t4 S2 10 9 8 - - i5 85 55 Z5 35 - 7 7 4S 35 - - 5 5 4.5 J5 J - - 12-0�14 t2 #01091 0 9 8 - - - 12 BS 65 5 { 3 - - 7 7 7 7 7 e 3 5 5 S 5 5 3 4.5 3.5 14 12 70 9 8 8 8 4 3 - - 7 7 5.5 45 35 - - - S S 5 45 4 3 14 12 10 9 8 - 10 7.515 4 - - - - 7 7 6 5 - - - 5 3 5 5 4 - - 14 12 10 9 e - - - O5 8 5 4 35 - - - 7 65 45 34 - - - - 5 5 45 3.5 3 - 13'_O-14 12 1Q 8 s ,15 S5 6 45 35 3 7 7 7 7 7 4.5 - 5 5 S 5 5 5 4S 3.S 14 12 ut 9 B 7 SS 3.5 3 - 7 7 5 4 3 - 5 5 5 4 3 14 72 10 9 8 9 7 4.5 75 - - 7 7 5S 45 - - 5 5 5 4S 4 - 14 12 iD a - - - - t0 7.5 5 4 3 - 7 6 4 S - - - - S 5 4 3 - - - 14,-0.14 12 10 OS 8 S5 4 3,5 - 7 7 7 7 7 4 5 5 5 5 5 5 4 3 T4 t2 t0 9 0.5 S 3 - - - - 7 T 5 35 - - - - S S 5 4 - - 14 12 10 9 - - - 8.5 65 4 - 7 7 5 4 - - - 5 5 5 4 - - 14 t2 10 - - - - 9 7 4.5 35 3 - - 7 55 35 - - - - 5 S 35 3 - -15'-0' 112 14 12 t0 - - - - 70 7S 5 4 J - - - 7 7 7 7 7 35 - - S 5 5 5 5 3 4 3 14 12 - - - 7 7 4.5 3 - - - 5 5 4,5 13 - - 14 12 7 7 5 - - 5 S S 4 - - 14 12 7 5S 3,5 - - - - 5 5 35 - - - - - 16`-0"74 t2 _ - - 7 T 7 7 9 3 - - 9 5 5 5 5 4_5 35 = 14 12 - 7 6.5 4 - - 5 5. 4 JS 14 1 2 7 70 N - - - - 'S 5 .5 - - - - - FLQR@A BUILDING CODE(Ron High Velocity Hurricane Zane ��11'`��+........... ® 02017 TLLTECO,WC. 02017 E451ERN METAL SUPPLY,INC. BERTHA HVTIA A S S A 1 L E C O i N c. . ■ ■ ■ H,V,Accordion Bi IX#1 W/CR W/0 ojiN V.WNDCXW BSystem 3 American Shutter Systems LV,N DESMPIIDR DATE p9awN er: Lc. 1 ryrCI TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 04D 15-885 /27/t tut>= 07/27/17 `4 6353 KX 36th.R Ste.305,VW6D`a CARD0i5,FLORTw 3316 ¢26B WeSLFOadS Drive 1 C sf/ G` a Phone:(305)871 11;tat 057 9:(305)871-1531 4 DRAWING{No is ........ 1 e-meg:W1«6719 Mn West Palm Beach, FL 33407 s 17-107�_1�7 AL ,Illt WALTER 0.TELT U.P.E. FLORIDA tie,#44167 5 SHEET P.E. SEhCt3fBNAhJRE/DATE s 14 OF 20 MAXIMUM A.S.D. DESIG t PESSURE RATING (o s•f•1 AND COBRESPONDtNG MAY(ts+4Uf+ ANCHOR SPACING jiII:} YIF I.�QR A Gn+FN MAX_ SHUTTER SPAN, NEGATN�_AS.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUMIS TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). U B c=3 T FZ.AaT I`E_ SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No_ 2 V7/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.G®0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN, G=0.36 PLYWOOD rU M%1R W/ W/ MIN. G=0.43 W MIN. G=0.36 SPAN(r0 WALL MOUNTINGS CEILING MOUNT T WAIL 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 H.O.WALL MOUNTINGS B.O.WNL.MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & 0 S&V S &V S&V cvxittPxFamFEDlL(a!j f6dR?J1fRfSSLTEUFW! LQ1U1LtRI19FiFRtC(FS q®E00SRTSSFEORGGfi 47RlOXMrR191Yf7fC(P!j fWRccaeH55a¢TIG(t1j IfSal6XuERA9Raa6M u9dx0,2EiimmaFM(M maODM mmFiDIIGMpg.tom q rxmmix wxg 30 40 60175 90 05 30 40 64 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 0O 05 30 40 60 75 90 05 34 40 E0175 90 O5 30 40 S0 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 '-0'OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 6 8 6 6 6 6 6 6 $�2 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 72 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4•_p• t2 14. 10 9 8 8 6 6 6 fi 6 6 72 IO 10 4 8 8 6 6 6 6 6 6 t0 4 8 8 fi 6 6 6 6 6 6 5 4 4 4 3 12 12 t2 12 12 12 72 12 12 )2 72 12 12 12 12 12 112112 12 10 14 9 6 8 6 6 6 6 6 5.5 72 ip 10 9 8 8 6 6 6 6 8 5 10 9 8 7 6 8 6 6 6 S 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 0.G 12 10 10 8 8 6.5 6 6 6 6 5.5 4.5 72 14 14 9 8 5 6 6 6 .5 5 4.5 10 4 6 3.5 6 8 6 6 5 4.5 6 5 4 4 .5 - 12 t2 12 12 t2 12 72 12 12 12 12 12 t2 f2 12 t2 10 8.5 7•-0" 12 10 10 9 6.5 4 6 6 6 .5 4,5 4 t2 t0 1D 9 5 3 6 6 6 5 4 3.5 10 7 3,5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.58.5 7.5 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 -5 3.5 3 i2 10 10 4 - 6 6 5 .5 S 3 6 5 4 - - - 12 12 12 12 12 12 f2 12 t2 t2 11 9.5112 12 12 1.5 9 7.5 6.5 g•_p" t2 ip ip 5 3.5 - 6 6 5.54.513.513 12 10 9 a - 6 6 4.5 4 S 3 12 10 4 3 - - G 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 t0. 12 12 12 1. 9.5 8.512 12 10 8 6.5 5,5 10'-0' 12 f0 7.5 4 - 6 6 5 4 J - 12 10 6 3 - - 6 6 4 ,5 3 - 12 10 J - - 6 6 4 .5 3 - 6 5 - - - 22 12 12 12 1.50.512 12 12 f0, 8.57512 12 9 7 6 5 it'-O' 12 10 5.5 - - - 6 6 4.5 - - 12 10 4,5- - 6 5.5 3.5- - - 12 10 - - - 6 5.5 4 - - - 6 5 - - - 12 12 12 12 f0 8,5 1Z 12 12 9.5 8 7 12 8 6.5 N5.54.5120' 12 10 4.5 - - 6 6 4 - - 22 10 3.5- - - 6 5 3.5- - - 12 t0 - - - 8 5 3.5- - - 6 5 - - 12 12 12 1. 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 613•-4' 12 10 - 6 6 - - i2 t0 - - - - 6 4.5 - - - t2 .5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 1Z 12 I0. BS 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.512 to ^ - 6 5.5 - - 12 7 - - - 5.5 4.5 - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 - - 12 12 72 9S B 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 51S'-0' 12 - - - - 6 - - - - 12 - - - - - 5 - - - - 12 - - - - 5 - - - - 6 - - - 12 12 i19 7.5 5 12 12 8.5 7 6 4 12 9 6 516'-0' 12 - - - - 6 - - - - 72 - - - - I1. - - - - 5 - - - - - 6 . . 12 8 6.5 5 3 f1. 8.5 5.5 4.5 1 HV BLADE OR @ HV BLADE Wf 1 HV WINDOW BLADE WORKING IN UNISON' ♦SEE UN Aillxl5 OF lSE FOFf 11tADE�DR SttTET 19 -!+NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. t.ANcKC.RS TO WALE.,FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS'. 3,SUBSTRATE SHALL CONSIST OF THE FOU.GWWG: -SOUTHERN PINE N0.2 W/C-0.55(N.D.S) -1/4'0 TAPCDN ANCHORS,AS MANUFACTURED BY LT.W.9UILOEIT W/MUM PA EMBEOMENT AS INDICATED AT -BOUGIES FIR W/G»DSO(N.O.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE FIRE FIR NORTH W/0-0,43(KaS) EXCEPOOV,SEE NOTE 2 BELOW, -SPRUCE PINE FIR SOUTH W/G-D.36(N.DS.) -Lfl&1/2'COX PLYWOOD(1996 APA) 2.ARCHORS TO HOLLOW COLING SMALL BE AS PER MOUNTING TYPE U,SHEET 17 ANO SHAUL CONSIST OF LAG SCREWS AS PER NDS 2016 SPOMCATION5. 4.ANtl1pR5 SMALL 8E INSTALLED FOLLOWINGALL OF THE RECALaFNDAROtS ANO SPECIFlCARONS OF THE ANCHOR'S MANUFACTURER. ;FFFFA"""��•� FLORIDA BUCDING CODE Non High Velocity Hurricane Zane 151F�i��• 102017 TILTECO,INC. 1 2017 EASTERN METAL SUPPLY,INC. Ns� BERTHA HVTIa A A Accordion Shutter System t�Ti.i E c o I� . kV.BADE1 Wj q2 WJO KV.1MNDON BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems CV.N DESCRIPnoR DATE DRAY,N Sr. LG i D d troas Drive x Association. Inc. I OLD 15-085 7/27/1 DATE 47/27/17 t� 6355 aa.360,.St.S>.305,WRGn1N OAMOM FUwOA 33$ : Phone:(305)671-1530.Fe :(305)871-1531 426$ WesDRAWING No T1LL)C! ``4 11k e-mo0u�o60 L4- West Palm Beach, FL. 33407 3 17-107 _i 07 ` '..��NAI•'ENG 111 WALTER A.TILLIT Jr,P.E 4 ++I FLORIDA Uc.B 44167 5 SHEET P.E. SEd;'Stffl 9r iR DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR1 HV & I& HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN- L+ OR L— FOR INS LLATIQN—S INTO WOOD WITH HV BLADE(1) ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psi A,S.D. DESIGN PRESSURE RATING, SES 19 FOR MAX SPAN & 1 /4*11 TAPCON OR A.S.D. DESIGN PRESSURE WING FOR INSTALLATION WITH BLADE CI) 4A) WORKING IN UNISON TACCN WITHADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR 1/2"Mi..PENETRATION I.,.. I. CED THREADFORM TECHNOLOGY T! W/ 1 1/2Min.PENETRATION OF THREADED AREA TO EXISTING i SEPARATION OF THREADED AREA TO - OR EXISTING WOOD READER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO MASS(SEE 1/4'0-20.3/4'S.S.MACHINE SO4MLLE HER (SEE SCHEDULE ON SHEET 15) CNESMAN07— SCREWS%V/i/4"-20 NUTS I I FOR i (901 ON SHEET 19 FOR OR(91 0 12,Oz. si(D a(9 I EXISTING WALL I OR 15 FIN PTIONAL t'-EXISTING Mitt. OR 2*.4'W --OOR(g* WOOD TOR 2 L -�-�E"xS4TN'"IN. - "MR HEADER REQUIRED WOOD 1,44*0 TAPCON OR TAIPCON WITH ADVANCED HEADER REQUIRED READFORM TECHNOLOGY W/ 1 1/2- Mi SEPARATION I EXISTING a I I ----o I ,: Min,PENCUIATION OF THREADED AREA TO CLASS�. TO GLASS(SEE A SEPARATION To CLASS I� -1 EXISTING WOOD HEADER. EXT —(SI 14 �A� '7- i - (SEE SCHEDULE ON SHEET 15) Si ON STING EENSCHEOULE ON SHEET IIY 11 FOR BLADE(D --1 L— al SHEET 19 FOR 2x4"CONT.SILL RADES 0 h PLATE REDD. (N HV WALL HEADER INSTALLATION ( HV WALL SILL INSTALLATION HV WALL HEADER INSTALLATION 1 I4 11 q MIN.SEPARATION TO MASS MIN.SEPARATION TO GLASS I SCHEDULE ON SHEET 11 EXISTING SCHEDULE ON SHEET IT)— PA SE WOOD Z 1CREDr.oNNTQHGEL4rS11) 2'.4'CONT—( I It SCREWS 0.3/4"S"S, REO'D. 1/4-0-20.3/4"S4. USING 1/4--20 NUTS MACHINE SCREWS W/ —WALL .1i NUTS 0 12"D.C. j FINISH >< 01 2';x4*CO 2; ;i;D PL_ LE :7 ;� REOD. u1i 16—SS 1/4-0 TAIRCON OR TAPCON WITH ADVANCED TECHNOLOGY Min.PENETRATIONOF THREADED AREA To 4311 THREADFORM CHN LOGY W/ 1 1/2- HEADER. 1/4-0 TAPCON OR TAPCON WITH ADVANCED 1/4"O TAPCON OR NOTE: -qz TAPCON WITH ADVANCED — TYPICAL (SEE SCHEDULE ON SHEET 15) THREADFORM TECHNOLOGY W1 1/2" T SEE SHEET 4 FOR j\—WALL FINISH M;..PENETRATION OF THREADED AREA INTO PLYWOOD MI (S 1/2HREADFORM TECHNOLOGY SHUTTER ASSEMBLY L 1, MIN 2"X4 Lri N,COCo. EE SCHEDULE ON SHEET 15) EXISTING 16 D.C.MAX P REO-O W/ 1/2-Min.PENETRATION OF 2-MOUNTNQ SECTIi CAN BE STUDS 0 1, THREADED AREA INTO Pi COMBINED IN ANY 14AY TO Ll/z-mv.Cox PLywwo REWD. REi K F(NIS SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. HV WALL SILL INSTALLATION TING MIN 2*.4'STUDS 0 16'D.C.MAX.i ATTACHED*j6 STUDS IN PLYWOOD TO BE ATTACHED To STUDS IN ACCORDANCE ACCORDANCE WITH @ HV WALL SILL INSTALLA 2308 OF THE F.S.C. SECTION 2308 OF THE SEE u"OF � 0" SILL INSTALLATION F.B.C. P HV WALE LDE ON SHEET(57- FLORIDA BUILD1111 Ci High Velocity Hurricane Zone' IR Jk 02017 Ti INC. i EASTERN METAL SUPPLY,INC. V Z -%.i. BERTHA HVTIA EN Accordion Shutter System A.S.S.A. 1i MAX#1 W1 OR Iii KV.WINDOW BLADE American Shutter Systems IEV.N. DESCRIPTION DATE -i TESTING & ENGINEERING COMPANY OR LC` I OLD 15-085 07/27/17 at 63%MW 26D,St,So,30%ViRliM GWOENS.i 3316f Association, Inc. TE. 0 7/17 Phone (305)871-1530.Fav:(305)871-1531 4268 Westroods Drive 2 DRAWING No —.0h b1ft-11iie.carn West Palm Eleoch, FL 33407 3 -0006719 WALTERES, 11 4 17-107 FLORM Mo.f 44167 5 SHEET DATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1� HV & dA HV* BLADES (AS APPLICABLE), MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BUME n ONLY SHALL BE LIMITED d 05.0 sf. A.S.D. DESIGN SSU E RATING SES 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/4'a TAPCON OR + EQ- EO 2 MIN. — T (Min. EXISTING ( EDGE(IF APPLICABLE TAPCON WITH ADVANCED WOOD BEAM REQUIRED. I _ ) THREAOFORM TECHNOLOGY STRUCTURAL ADEQUACY ! _ r W/1 1//Y Min.PENETRATION 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAM fit/ // r --• —� ;F• OF IHREAOFA AREA TO 1• PHIL IJP5 TRUSS HEAD Ta 8E CERTIFIED BYt �Z - ��r, EXISTING tYOOp HEADER. Min. MACHINE SCREWS REGISTERED ENGINEER OR r/ l -_ EXISTING WOOD 1(SEE SCHEDULE 011 SHEET 15) r W/ 1/4'-20 NUTS ARCHITECT PRIOR TO f0'--{--ED TRU55ES OR \ 19 O E 12*O.C. SHUTTER INSTALLATION, f / + RAFTER o 24' { / +1 1 j2' "r 1 j2' D.C.REQUIRED 1 TAPCON OR i"%I 1 aR 15 t/4"p �•/ ' "- TAPCON WITH ADVANCED EXISTING SOFFIT .257 THREADFORM TECHNOLOGY f'� N ti Max. 1 1 2'Min.PENETRATION ✓ 114x3/4' E0- -� 1'x4'xt/a'CONT,ALUM.TUBE I i/{( ¢, iI I I OF'MRF�ADED AREA TO f fO'"+."f0 ' $• i f ys.= r\ ! w j` S.M.S. I (agb3-Te ALLOY)RE r 4'1 ` c �..-OPBONAL EXIST IG tvOop}LEADER. / 0 6'O.C. (3)5/1B'o l/:G SCREWS TO (SEE SCHEDULE ON SHEET 15) I 1�Of 13 Or EACH RAFTER OR TRUSS. or @ or 35 I LOCATE LAG CREWS AT MID'NDTN OF SEXISTING WOOD EXLSTING MIN 2'x4' 1 { ( MEMBER.(2'Min.NOMINAL EXIISTING II FG.DER REQ'D I OPEN HOLE A7 EACH VnOTH W/2'Mtn. MASS1.nN.SEPARATION TO GLASS E%lSRtiG 1 STUD.TO ACCEPT (SEE SCHEDULE ON SHEET t1} 5/t6'o LAG SCREW PEN T14N OF THREADED AREA.VALID FOR GLASS--) AT CENTER OF TUBE. INSTALLATIONS WITH 72psT lWL 1 B' = I = MAX,A.S.D.DESIGN LOAD AND S HV WALL HEADER INSTALLATION I °;%0 i te :"°' r � -o MAX.SPAN.THIS CIASS— to"m(sFE INSTALLATION IS ONLY VAUD FFOR g SLACq D ,1(�OR W 'j 11�FaR�eu6 m FOR WOOD Yt/MIN.SPECIFIC LAS ttrM022Qr� ICN SHEET O& ♦ FIR OR SOUTHETY OF RN AS No.I i 'SEE EHc'ET 4 r0R 1}1+tCAL SHg17ER MEASLY 1 FOR DR® OR EQUAL. x-Moq mNc sEcnatls cAv BE COV DIED TT CEILING INSTALLLAT ON a+ANY wav to sar aNr SrALumOtL U SIV CEILiNg INSTALL`rte TION MIN.SEPARATION TO GLASS E%1S&NC 11 FOR 11AD ID " SEPARATION l 1 (SEE SCHEDULE ON SHEET t I) I ON SM Is FOR TO CLASS 1 l 1 (SEE SCHEDULE (� OTISTLO�G� 1 � t3ADESf9&Q} ` ION SHEET 11) ! 1 ALTERNATE 6 I ANCHOR II EXISTING I 8 I I WALL-'7 LOCATION 3/ I ' I Fl`NtSH/ iq 1/4` 6�. 7�7 d1e tMmN. WASxHER4 HEARD TEH G`Ass--S I I ..••, ( DECK REQu'�'RED j/ Mox' I SCREWS b 12'ox OR 2•x6'AGN.WOOD t (NO flN15H It DECK-REQUIRED{NO ALLOWED) FlNISH ALLOW D} E LE " F ' EDGE OF DECK �APPLIIC 83.E -�,-f ------ DECK IF '� �,,..... IF APPLICABLE 1/4'o-20x3/4'5.5. ---• � APPLICABLE �-- ^_- �„--... ( 1 ) }, I S 1/4'o TAPCON OR MITI. PHILUP5 TRUSS HFA& �,•""2 1 2'x4'COIR. } TAPCQN WITH ADVANCED HXNE SCREWS_ 1/4"0 TAPCON OR TOCON WITH ADVANCED - THREAtlFORM TECHNOLOGY W/ 1/4'-20 NUTS THREADFORM TECHNOLOGY W(11/2'M(a, 2'MIN. l SILL PATE I 1/4•o TAPCON OR TAPCON WITH ADVANCED THREADFOR6t 2'MIN. PENETRATION OF THREADED j RILL. IiI W THREADED n. ENORATION a 12.O.C. TECHNOLOGY W/ 1 1/2'Mtn,PENETRATION OF THREADED AREA 70 EXISTING WOOD HEADER.(SEE I^ EXISTING WOOD HEADER. AREA 1'D EXISTING 5t'p00 HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET'5) ♦SEE uteRt� OF USE FOR @ HV WALK-OVER .INSTALLATION HV WALL SILL INSTALLATIONQr bNX �ia @W HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non. Nigh Velocity Hurricane Zone 1E/I4v. ............... 02017 TILTECO INC, ((72017 EASTERN METAL SUPPLY.INC. ■ BERTHA I�TM *j 7 /7 L 1 E C O N A■ ■A■ KVAccordion Shutter System Z .MAM#1 W1 OR W/0 KV.WMNDW RADE 'P'; TILLR TESTING k ENGINEERING COMPANY American Shutter Systems EV,N DESCRIPTION aw wuriN BY: LC. � W55 Im.M,St,,Ste.305.vI=xA w ooRs.rtowA alt Association. Inc. I QLD 15-085 7/27/1 DATE-. 07/27/17 Phone:(305)871-1030.Fax:(305)a71-1531 4268 Westroods Drive 2 DRAWING No tsf••••...•..•••• � 11 0-3:Ea ch—a- cam West Palm Beach, FL 33407 3 OVAL ENS' WALTER A TILLTT 11 P.E. 4 17-107 P.E. SEAL/§IGFLiTURE/DATE F10t�A Lic d 44167 s SHEET e 17 OF 20 END INSTALLATIONS �j HV BLADE OR 1 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS $lies MV. 2.e WN.%Doe WaC9$NLS. ` \ * 1..fARCaN /'' / ! / SNa3 Rm'0. ' / 2%A•W \ I �AX t'' ;r' ((ASSAAPkUC�ADLE) / W ,TTnxx+Rlrv�ra Mucs 4 , 1 `vj r v]-Ram,a""`+ `i ` / I L T ln.mx C%6T41G GLASS SN-vhST� \ Ep31e CLASS v /—Eri5DNC C4A.4 'I i _ dtiN.7 C4M155 li 1 II'_ 1 fY YtaA- C. .t SDINAW4 — 1n'f]4 WAla f]!6 C.,.f RYxGCa. �" ' IIT RA•fE m b'- 'A@.4P oTO QtASS ro t Ky.= PA4Du.G tr 9@'aI aME 0-a "-` (cc l�m•can. rrt0 ln'uw,cox a,s[u,o rca `' � r' ,1 91 dnO9*Juo 1/]' ! ,1 rtk aVF a L SIS f4/¢1 ••• .•• .. SN tccw.cwsfR OWNwavow., a (9s 6�1 xyy a st�T+s r; oN sczr,s Fax AA:6 Fit i 1]•wN. AT flITA'G7 St'L 1f2• I iC,15N 9A'R`..�`mG II °gym°Q} 1n`ws. ( ( , bIn o.0. /ro+,n•S. � " — ularmw a*Aram - . a1nDG. cW51ii le.jaYL9�f �k ,n ws m T 9 4 `� � fs)1/.•.1.Arors.exN' ro • auL.x r oa mum AT r oR�i . nEETAax QoRgr• a]R�wtj� T OR SEE DEIXL x FCR T OR�yry• I TO TRACKS 1 SEE acfAi x FCR �l Set VC-la ", so to �fixM f3.O CT3�80-5o t'�• -C C3au 4*- nTRncxs (�J OgJ'©• . Q.p. .{ep.p. • to t-U�t-v®• O O £n-J't • .�. .�,ps Q3•C4«,t�Cs«©C�7« ©(D ®•©O Q�s« L G-�Ca'C1e' « cO•g• C- La' ND CONNECTION DETAIL 9� END'CONNECTION DETAIL COEND CONNECTION DETAIL(7D END CONNECTION DETAIL Q .k[g3Rm aaY ew$AAs CRATER TNA`1 rr-o• _/-aAss 2'.x•wN. ,/•`•(Anal AKCNCRs 1/.'•TAFWl ANCNa.R.S /,0.t,Y w.5. SR105 kE0'D I W 1 Tn•Tet UU ' wI$S Fa+RRAfx1,O it 0.G f{NLTFA],4,IC1.1h. Ofe C. 1al,S!F/PA1a, waA-.(s[c ,;� d ♦ SEE E ATtNNS EE USE FOR lat ASX4ip)1 • `` _ f / " / .%/-1, 1/]•wN. .t11�16RACaAX(OHO L.l BLADE fA ON SHEET 19 TA£oLtEat EJEIT `"' ! } /1 �,L 8A•.5 CT7& _--- �/ TpoR u' s (DOR a- 4- I } 6' vkRQi CR �•II«O O O v9'C« e.7.e �PCRCSC' (GCR(13 VIEW Y s• .e✓^. a L n o ].a ux xoov ux � �z- Ci-O O O-Z4!3- �•£4-f�•�-�•C�- r,LaS1,EOTT 1wsN �a.�.{�•Ciy.t�s. PLAN 02.n�.(�„Q.�j. fir'Q�•�.,�W�,�B",(�' p•Ca•fv.i'�•t > 9.6-0.0-@'8 DETAI X L END CONNECTION DETAIL QF END CONNECTION DETAIL i 2 ttAjt�/'/••'r FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM TL E e O ,NC. A„', , ,, Accordion Shutter System KV. RADE#I Wf OR W10 N.Y.W11,MW BADE American ShuHer Systems E TILLIT TESTING & ENGINEERING COMPANY •No DESCRIPTfaN DATE DRAWN DY: LC. ? A� Association, Inc. T OLD 15-obs 7127J17 DATE: 07/27j17 fin5 N.W.3M SE.Ste.305.VIRCDM GARDENS.nXR304 331E ��• Phone:(305)671-1530.rax (!05)977-1531 4268 Westroads,bravo 2 DRAWING No '•,, A ju.IN.�•% 4.;' e--1:ut«acw.con West Po}m Beach, FL 33407 3 r1L E-`"�•••' E9-D0097,G S t W'AL1Ek A TTWT J..P.E. —�07 P.E. SEAL"jSiGNATURE/DATE 17 FLORIDA t 'a"t$7 s SHEET s 18 OF 20 1 +Qt«® + GENERAL UM ONS AND CONDMONSQE IAF FOR BERTHA U LV A G i�ti Ci 1.MNG A.S.D.OESIGN PRESSURE RATING:+110,- 110 p.s.f. 2,MAIL SHUTTER SPAL:BB' 3.ALLOWED MOUNTINGS:A,0.G&H ON SHEETS B.7;AS WELL AS MOUNTINGS M.0,T.U&W ON SHEETS 16& 17, z § oNLY tENTERetATEs ft�2(BOTH-I/.Q G-2.ARE uLGWED WITH 1 f�e p� (27J [[[�EEE'DDDL�IN A S'MrETtat�t.OR OPPO NC LAYOUT.M CASE OF OPPO NG 'CJ j'XVOUTCEI. U5T BE RICWDED ONLY AT E%TERIOR ACCESS SIDE OF 116�IIJJ �J'�\ g, iYP.EA.END • • s • t•} •� (.') (5.3(A)HY )-:1W —I 1�A Sn ONLY ALLOW O MA IIAUMON EE 5 OPEN3NG5 � ,,(. (3'o HOLES)FOR 44 PER GIME AT SPACINGS SHAWN ON SHEET 6. q (e)Mitt.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW SLAOE(1��3 MAK 5'MtLpOWS • • ♦ • - �♦ OF ANY 3'0 HOLE FOR®SWILL eH 12'. ALLOiYED AT HV VttttllOYt BLADE tl�� , , (C)FIRST OR BLADE COWNC OUT FROM STARTERS AT ENDS MAY BE NY _ WINDOW BLADE W T,A • • ♦' t• (0)HV WINDOW ELME @lJUST BE USED ALTERNATE TO A SOLID NV EaA0E0 THROUGHOUT SHUTTER'S WIDTH. s�p• • (E) MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID 1N 'O • I I • • I I - Z �• BLADE t AT EITHER 9DE OF THEM. ♦ � 7 t• • t' ` {F7 POLYCARBONATE HVWINDOW®SHALL BE INSTALLED 50 TABS FACE SEE END 1 tHE"OvilOR or THE opw NING$�`iG PROTECTED.HV WNOOFt day MUST BE CONNECTION • • • s ONLY INSTALLED AND LOCKED USING A FIV SETTING T004 PROVIDED BY ASSN OETARS GN SHEETS • • SB •♦ INC. t0& to 7YP. kB FULL HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME >1 d( BU1LlL S ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1P 4 T•&2 ABovE),IP, 0 7SEE ANCHOR SPACWG _ POURED r C� CONCRETE OR CONCRETE BLOCCKK WALL ON SHEETS 122&130 AS LIMITED BY SPAN AND DESIGN LOM(SEE NOIRS t&2 ABOVE). $.A 041MUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1906: (SEE TDOPLAN FOR&BOTro a OENTs) � D HW i °N�I�V:J✓7\ 1NN0 ZONE MINIMUM SEPARATION TO GLASS NUMITM YAD �•:.J 1 THRU 3 1' ELEVATION L"L SEAPAIM TO GASS 4 6.25' EtasnNc suss 6EE SCHEDULE 11 FCR$IMEQ —_ — A19 crt TiUS s1¢E1'rcR TRt'DES O&p ----------------- ----------- �'_ ��`1--------- ----------- --- q r1 �OIM�OPR02§241110%EE NOTE 4 ABOVE) VLUI p. SYMM RICA4 CENTERMATES Q W/2 OR AND W/O (SEE NOTE 4 ABOVE) PLAN TYPICAL C1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* ..0"'t,Vk'AAl T -•.- FLORIDA BUILDING CODE{Nan High Velocity Hurricane Zone •• 4/ .• 02017 TILTECO,INC. LA 2017 EASTERN METAL SUPPLY, INC. BEWTHA HVTM Accordion Shutter System' A " M AiAE� xv Bu,( � w/Da w/o H v 1MND(NJ BLADE American Shutter Systems �.H oEsuC moN DATE DRAb•N 11Y: L.C. IA 71TF C TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7J27JT DATE: 07j27/17 4; &M N.P'.36M St.,st,.Los.t R N A CAACD:„FlaeeA 331 _ '•F A•' �+, 4268 Westroods Drive 2 Q-+- _, Phona:(305)@71-I tat .Fa+:(305)$71-1531 DRAWING No •A••tt' ��At e-mo w 6Tog com West Palm Beach, Et 33447 s 17-107 �•'IVQ4 '+ %MTER A TILUT,Jr,P.E. 4 FLORIDA Lk-p 44167 P.E. SEAL/SIGNATURE/DATE s SHEET OF 20 Win•la.2"ALfig VARIES- 1 INSTALLATIONS WZ MHV BLADE & HV CENTERMATES 1 0 -�2.°°°'!J°x•; W..AC 60 GApT,6 q.t. W 2 M°1 43b INTO METAL STUD WALLS -------- C 6'o.C. 4a a7 a•oo 30 1 j4"m NOMINAL ---- 1/2" �a-7�s' 3 �kGENERAL LIMI N USE ALUMINUM SLEEVE FO YWE ACC0RQIQNU 6063-T5 ALLOY 13 s 7/4 i oA3$•naCx u�n.I a-'G d3a , )2 „' SYr_,'TFht INSTALLATION TO METAL STUD WALLS CONT.rJLV.SiFJ3.TPACK IX""EL i O 6.O.C. G 6'O.C.^. + .. - ASTM A-653 GRADE 40 w G-so , SEPARATION TO GLASS SCHEDULE ” GALVANIZED FASTENED TO STUD$ ; " 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 sf Max, w/(z)1641/r rEc sCRLvs DN , ewsnNc WHISH 39 (P ) 1NTEPoDR&EXTERVOR FACE I AS APPLICABLE f H 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION a3e LENctH + 1' MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING cuss -- TD Guns I z 43 J4"w-20X3" BOLT (SEE SCHEDULE) N 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOYED 1 THRU 3 1' 0`iL 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE 3c i" m e USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" I EXISTING WHISH t INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 1.373' 1 3/4'x 6 1/4' 0.035'TI]CK Min..= .250' �- a50• CONT.GALV.STEEL TRACK CNA7N>x,l AS 4- APPLICABLE i i CENTERhtATE. i,i_ ASM A-653 OWE 40,+'vi.G-60 I GALVA41ZED FASTENED TO SNDs N1(2)16x1/2'TEK sceEws ON INTERIOR&E%TERIOR FAOE ' O 6.O.C. 9 6'O.C. i/4"4-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C 114"0 FLCO CONSTRUCTION 1/2' 12 3B CENTERMATE21 APPLICATION WITH BLADE PRODUCTS FAB—LOK HD b'z 1 1/2'a 0.039'TIi1CK -•'YdRtE'.` q 6"O.C. A', A-653 GRADE a0 W ^,"?.,LAuyi. 436 COMPONENTS Mi"G-60 GALV.STEEL T" :::•.._', MS WAL HEADERfSILL INSTALLATION _ METAL STUDS AT 16.O.C. Min. y:`;. ExiSONo MISH AS APPLICABLE SCALE: 378'= t- } (TYP•TOP&BOTTOm) l w __ _.._ ___..———— 6 T/4•x OAJ$ THICK 66n. �"-—^"_- —— ——-•—^^ — CaLVS PJtL TRACK CHANNEL ----._. .. - - - - - - - - 1 - ON /)( .,..:• .;... .. .'_.:'a.•-� 1 -.•.,..; r, � ,•, , i - 1 +._ � J W/(04V��e1 fIZED A2TETEK SCREWS STUDSED TO ...-• `.� ,.., { ExsnNETR AL + , ', •'';t'� , :,.,•, i` '�: c, '. ., ; , .SYMIVIETRYGAL i M1N.sEfARATTaTi VARIES , ,NTTRIOR&EXTERIOR FACE 43c7 43b 43C C. i A•, :', i: 1: ra GLASS z' i I; CENTERMATES Wim/:,,, : , ,.:''CENTERMATES W/' `r.;., 1.�-u1 v; •, ,. , ;..:s,,.. , e- -•, , (SEE 5CHEOULE) Mox. ,t ; EXTERIOR ACCESS SIDE"; ,`: <; ;.; INTERIOR ACCESS SIDE:';; ;:..:•_ ; i ; 'F = -----8-_CTrs.}t------- ---- ----- -------- -------- --(N I -- ---------- -3--ts-Min.) - --1N----- --------- -- 4 -------------I ________—___——___ r___ _--_--- _---------- _ ___ — _ ----------24-- _- __ __----- -T --------- r---�- ----- -- --_----- ---- ---------- - - - - -- --- --- - - - -_� z)42 `Z - + 21 1 21 Y 21 COCA D AT 1 2 1 HV HEADER/S14 ENDS --- -^ ---- - - --` ---- - - -- ------'- -- - ' ---�' -- ` -` --- '----- --- --- VIEW Y I 4 12 3 1/4'(TyP•) I I ? 24 6'1/2'MAX.SLACK *---�I SIDE CONNECT(QA! TO TRACK (Cont.) 6 112"(Ty; HYA _HY8 BLADE SLACK DETAIL HVF HVC FLORIDA BUII1}ING CODE(Non Nigh Velocity Hurricane Zane ,P 1+' 02017 EASTERN METAL SUPPLY,INC. t�k��'IQ/ +Q - 92017 TILTECO.INC. 177++Q'��'•' EIUs•/✓�= Mwo -- BERTHA VTM 174 C 1'� c A.A�+S.S.A� ccardian Shutter System H.V.VBADE#1 W/OR W/0 KV.Vrtl•!M BADE •1• //��q•�! T Yt; TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N DEmpnoN DATE DRAWN SP L.C. -- ��•Q ` ass$N.ar.3aih.sL.TAe.Jas,aRCztu GARDQ.9.FLoaw 337 A380Gidtien4 Inc. t a40 15-085 7j27/10A1r• 07j27J11 `+J �� phone:(305)971-1570.Fay:(305)871-1531 4268 Vlestroads Drive z DRAWING No P ' F P lT7 tits z-mal:eatm*o°o).eom West Polm Beach, FL 33407 3 ©,cE •.,jORta,.• F9-OTILUT J 4 17-107 Zt�q••,• aa + WALTER A TIWT Jr.RE P.E.S£Ji(� E }AREIDATE FLORIDALTG 1 4a7s7 s SHE OF 20