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HomeMy WebLinkAboutProduct approval; Accordion Shutters i P; .: BCIS Home Log In User Registration Hat Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search %lori+fa Product Approval �•`% �`' USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com i Authorized Signature Bill Feeley [rodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ( Evaluation Report-Hardcopy Received r Florida Engineer or Architect Name who developed Walter A.,Tiillt,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. C Validation Checklist-Hardcopy Received Certificate of Independence FL389 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(1).PDF FL389 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 i i it f' Product Approval Method Method i Option D i Date Submitted 09118/2017 Date Validated 10/18/2017 Date Pending FBC Approval 1011912017 Date Approved 121121201.7 I Summary of Products FL# Model,Number or Name Description 389.1 Bertha IIV 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 11 AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA Hy 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 toad the FI 382 R9 AE AMER1(AN SHUTTER SYSTEMS DRAWING 17- HV3 blade tv/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 urlison,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 retained by tracks(top I Only-(Non-HVHZ)-Drwg 17.107 and:bottom)for storm protection Limits of Use Installation Instructions I Approved for use in HVHZ:No Ro 11 AM RI AN SH ITT R SYSTEM ASSOC., Approved for use outside HVHZ:Yes IN Q DRAWING 17.107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes 5YSTEM.PDF Design Pressure:N/A Verified 13y:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Spar.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 HVI blade,8'-0"for+54,-72 p.s.f. rL389 84 AE AMER[ aN SHUTTER SYSTEM ASSOC- A.S.D.load for HV blade for Keystone mountings 7'-0"p.s•f- INC, DRAWING 17-107 PRODUCT OF EVALUgttQl{ i for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT. 9F working in unison.See sheets 7,it and 20 respectively of Created by independent Third Party:Yes 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 17.106 arid!bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FI 89 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC- INC' Approved for use outside HVHZ:Yes AVANG 17-106 BERTHA HV ACCORDION SHIMFR Impact Resistant:Yes SYST,PD Design Pressure:N/A Verified By:American Test Lab of Sough 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 0 I •r,,pr±;„�,us::zbo:1[tlf�i 5lnnr tznad.Tn14jh calev, 32?'?Mn;—fl5Q-a87=tRza The State or Flonda is as WEED employer•�.4P='^9nt 7+if�.7(113 4taen gr rPQnr�..'�;; r: S�nerr. eCyr;;Prcrss+ite` S+Mttt'n ;;rjCf In!SIMrMle"+ under Florida tow,wmao addresses are pu68c records.If you do nat.want your a-mail address mlea%ed+n response in a Dahl+t-retaN rcqursi,do no;send cicctrc it Moo to this entity.105ttad,con;att tile Office try Moot or uy tradlticoal malt.!t YOU have any quesllons,lease<dntact b90A@7.17d5 u�.suant lq six:::an 455.17 t.p. Florida Stai4teS,elldttrwe Wooer 1,2017,latnsnes laersea under Chapter 455,F.S.rn l prorde the ocpanwent mvi an emus address if they have one.The er airs Provided may he used for Crucial comrnumcaaon with tke bcensce.ntyvever en+dlt atldr=es..are dublie(tiara.If Y"do nq:W1511 to 5upply a tmrloral address,PIC41t prorde the ciepanme"t rich an emaii address wraith can lie roads avadattte to the puhltt-7a detennme>'vcu are a trtensee under C har:C;455,F,S-Please dick a=-, I PrQoua Approval Accepts: GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6lh EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING 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 FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES n & R BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20, 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 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS t{QT 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 SYSMI'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 ATL REPORTS: TYPCAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 10214.01-03,#0715.01-03.#1004.01-05,#1214.01-05, #0317.02-06,00609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE n AND HV WINDOW BLADE AND E-1998 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE®00505.01-08 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 2,HV BLADE(DAND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITHEACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND#14xl.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4,ALL ALUMINUM EXTRU57ONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGT END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. H FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAMLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 AND SHALL COMPLY VL/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 6, BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 3 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 145 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 HV BLADE(D&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM EEARS 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 END CONNECTION DETAILS 7-12&X, WOOD SHEET 18 METAL SUPPLY,INC. S.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA--3: HV WINDOW BLADE 6lA ON Y 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 CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLApE n ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12'BERTHA.H.V,ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13,(a)THIS RED.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 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.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED 8Y 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 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - (ej ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone LL11�� •,., A�rr'Pa Q2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. P' BERTHA HVTM /71 LIE C O �N Accordion Shutter System •,� � H.v. #1 w/OR w/o H.v. tMNDOw BADE �� 8� American Shutter Systems EV,N DESCRIPTION DATE DRAWN 1N LC. TILLIT TESTING & ENGINEERING COMPANY ASSOC10fiOn r B]SS D.W.35tx.St.,St,.305.VIRGINIA OAROENS,FLOIIIDA 3316 I Inc. I OLD 15-085 7/27/17 DATE: 07/27/17 pp Pit—:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 �•'•............. \�11� e-mo1:tilt-000I.00m West POIm Beach, FL 33407 3 DRAWING No s^0NA1.c 11 ES-0006719 S/ g�r111 WAITER.1.TLl.ff Jr.P.E. 4 1 7—1 07 P.E. �DL/SI&NA1°URE/DATE FLORIDA Lic.1 44167 5 SHEET 6 1 OF 20 - - ` 3b FCR-WNOCR'EVD-c to , - VARIES -- - 1 4 1.918' 1.200' N Oo, I11 4.371' ms i I 4385' I �i pF'ti 115. I 4.857' I 4.999' + "", G H V 2W I180• STARTER 1�HV SOLID BLADE 3�)HV UNIVERSAL FLOATE QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADECI ®HV DIRECT MOUNT HV BLADE Di 1A HV WINDOW BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET i9 . ALLOY N1� 6063-T6 ALLOY AND TEMPER 3.226' 1.50 6063-T6 ALLOY AND TEMPER 24• r+r m 670'��� \l� y�y 2.670' J+ m 3 556" ) .994" 1.000' �± .670' 2.226' 0 072 ry $ Bat' g 1:3) 4.897' o a I o .815" 2.092" nl , 7\, 0 ADJ. ADAPTER W,(LIP a.436• 1� I L375" Q 0.072• I------------•----- 0.071 ._20 3.226' _ QUALIFIED FOR USE W/ HV �1HV WALK-OVER TRACK ��' 6�1�V ADJ. FLOOR TRACK B�DEQ QUALIFIED FOR USE W/ HV (')HV TRENCH TRACK -z55^ 3.7so" 6063-T6 ALLOY AND TEMPER BLADE n1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-TO ALLOY A D TEMPER BLADE ONLY. G HV RAINGUARD BLADEII 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER J..VAAMES ^I 1,936, BLADE() 15' VARIES 1.935' 6063-T6 ALLOY AeN1D TEMPER 1917' oI�O o .083" �3on .12.060 .0'0'\p'p3 670 1.6�6' II 70 C 1 3-920' I o .5 3.529' �6,70, RS79. 11 HV CEILING HEADER (j� HV HEADER/SILL 13 HD CEILING HEADER/SILL 0 FlED FOR USE W/ HV BLADE tOONLY, QUALIFIED FOR USE W/ HV BLADE ONLY HD WALL HEADER/SILL 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1O 14 SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6053-T6 ALLOY AND TEMPER X I rLI YI COV.PONENT A B T1 T2 ? I MN,X N.N Y MN.t I yl X Y L 2' 2' O.2 5' 1' " 0.02 U7 2' 5'MAX. 1/8" 1/8"18 2" 5"MAX. 0.192" 0.192" 16 SIDE ANGLES B 20+ CORNER POSTS ALUMINUM ANGLES 1+9 2.5" 7'MAX.I 0.190" 0.190' QUALIFIED FOR USE W/ HV � �UALIFlED.FOR USE IN/ HV BLADE 0 QUALIFIED FOR USE W/ HV I BLADE C 6063-T6 ALLOY AND TEMPER BLADE(5)ONLY. I� 2' 5'VAX. 0.139' 0.131" 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ©2017 EASTERN METAL SUPPLY, INC. I,IIP` `I� �� ��.• 02017 TILTECO,INC. A`•�•' BERTHA HVTM 1 Accordion 0 L CRWKVWDOWMAE . f�� �• TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY, L.C. • O/J{TE Qf' 6355 N.W.36!h.SL,SIa.305.WRG:NU GARD-D4.FLORVA 33161Association, Inc. 1 OLD 1$-085 7/27/1 GATE: D7/27/17 `= Q••`, „ ^' Phone (305)871-1530.Fax:(305)871-1531 4268 1Vestroods Drive z DRAWING No •.,1p�Ipp ,: �T4,,� e- I:IN...0W.- West Palm Beach, FL 33407 3 '7_107 VE• YJALTER A.TILUT1Jr.P.E. a P.E_;Z�J„�VW E/DATE FLORIDA uc 8 aa1s7 5 SHEET OF 20 4.57fi• lI4"-20x1/ 1/4'-20 DIE CAST .745" 2.293' 0.334• FWT NEAR ,z� THREADED HOUSING ElAVEL / -7 2.293_�_-.745" o I .-1 S.S.u.S. �y PAxW P1�r71W Txn�AOED I OIE GtSf NO j (2 TYP.) OI HOUSN EITlNMIGRRNTUNKNOB.Osz' Noo o? 1 ., 1,325' I I .318- NI o Ob" 1 _ LER0..4 CTLM04.R BRASS LYLtNOER p2� o ill a�s`.({OJ ,O n ^ a PLATED)(CHR01/E (CHROME-LATW) 21 HV CENTERMATE g DSD• .32s - HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV 13LADE(D& 1A ONLY (2� HV FLOATING C oyN h 3.02' .875' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUA lEO FOR USE W/ HV BLADE 1 & 1A ONLY �/� ?' BLADE 1 & 6063-T6 ALLOY AND TEMPER (2B) OR C R 0 LCA, ONLY. BLADE Qi & ®A ONLY. Q ALIFIED FOR USE W/ HV BLADE 1 ONLY — ..250'O.D. ,518' �518� 2.874' 6063-T6 ALLOY ANO TEMPER PLASTIC HEAD S j 756' 922" �2" MOLDED TO iv 4.045" SCREV �Yl 360-AFTER RIVETING Ot n 6 ^ " .825" „ BEFORE RIVETING 1/4 -20 x 3/4Togo y8 SS. THUMBSCREWN /4"0-20 RIVNUT* i " *SFAkS 9444 ACUMI.•:UM(2024-TJ ALLGY)LARGE FLANGE THIN 2.75e SHEET NUTSERL PART#0820,AS!At1UFACNRED BYVOEL I'8 22 I CHERRY TEXTORN.PaRSIPPENY,NEY.'JE2EY07054OREQUALPLAN FRONT ELEVATION � HV MALE "T" LOCK CENTERMATE z7 COCKER FOR "T" LOCK DE OUAUFIED FOR USE W/ HV BLADE 1OONLY (291 HV FEMALE "T" LOCK CENTERMATE ey HV "T" LOCK (g HV ALTERNATIVE LOCK 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADEOONLY QUALIFIED FOR USE ALLOY HV BLADE EMPE})ONLY W/HV BLADE 1i ONLY. BLADE 10 ONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER 1.9:T i.417 0 3.16. I .0 3' • THUMSTURN . F 2 A4l I I ( CYLINDER OR .063 062' -i v 62' KEY CYLINDER cl� .214• f.o hl .214' m ,545' D.875-Afro. o q .40 `"o m n o o r I 1 .125'Max. f31 D CEN AT W LOCK�I�'G OD 1321 D E T ATE W LOC ING ROD QUALIFIED FOR USE W/ HV BLADE 11& \7 QUALIFIED FOR USE W/ HV BLADE 1 & OA I 804•I 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT of m g 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE& 1A "' VARIES, 12'FAIN. A J 1.130" 6063-T6 ALLOY AND TEMPER — 1 /4'0 20 55 Oft 3(8'o-t6 THUMBTURN 'ACETYL THUlA65CREvlG. t1/2' CYLINDER (SEE OETAgS I D t OR KEY 157 MI. CYLINDER * 1.78"Max. ® LOCKING ROD A _ 1/4.0 34 HD LOCK N � 375'0 QUAUFIED FOR USE W/ HV BLADE Cl' ;'TTi HV 3/8"0-16 ACETAL (37� HV 1�4" 91-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-76 ALLOY AND TEMPER V THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE V'1/ HV BLADE 1O& CA 1D FLORIDA BUILDING CODE( INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADE Hon Hi h {velocity Hurricane Zone DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR, t HV BLADE 1Q 9 W2017 TILTECO,INC. C2017 EASTERN METAL SUPPLY, INC. �CEN'L/�'•� BERTHA HVTM 1 L E C O N . SSAccordion Shutter System ABLADE H.V.H MADE#, Wi OR WiD HY.WINDOW! American Shutter Systems REV.No DESCRIPTION DATE DRAWN 8Y: L.C. TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 \ 6355 N.W.36N.St..Ste.305,YRMNAA GARDENS.FLORIDA3316 STATE oF' 4268 Westroods Drive 2 t� \' Phone:(305)871-:530.Fox:(305)871-1531 DRAWING No O F p Tye AV \\ a-n.e;c tale,®„Leom West Palm Beach, FL 33407 a 7-1 07 ��•••• c�RIV`;:•��\\, EB-0006719 4 lA(\•�•••••••-•"• \\ t'lALTER A.TILUT Jr.P.E. • u g1 11� FLORIDA Uc•8 44167 5 SHEET P.E.SE,4� I6ttlA R DATE s 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR , I— HV HV 3/8 0� I 72 TOr`BLADE T P CE 41 Dszs' 40 3 I E cE .1e7s• Q HV BLADE 1 iI! f "0x o925�o6zs" l HV WINDOW BLADE ,0625• 14V BLADE 1A I l !I 3 ! BLADE•s .19_ 75' nE Y ® HV LONG RECESSED NYLON BUSHING z Y KNUCKLES o aPENw ,0625 ® HV SHORT RECESSED NYLON BUSHING �I N v \Ij J J I o I FLAT PORTION R1.750�/ 3 50' 40 HV NYLON HAT WASHER �% O OR ® m zII wx ® HV WHEEL CARRIAGE AISI 302-303 SERIES/ I I495 40 Ili n I X � G 750 X 0.870"x3/16" THICK NYLON WHEEL. �% I ;z F-- T `�+ 2 7/8•MIN. HV NnNDOW 00 0,188"0 AISI 302 SERIES S.S. RIVETS SEPARATION CLEAR 30. 3.75DD• //�I BMyEEry .0625'-�.0625' I l l I —1 BLADE I ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR lI I; OPENINGS ±5 CENTERS �Fcn°r1 Y-Y �147 "1pD ON CENTERS+,s .7500' ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'k "I - 41 7�"F� I h 2 1/4' E>/IFR'ER(IiVATD4 CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW l I BENIEEN TYPICAL HV WINDOW BLADE_�A AND T 5 POLYCARBONATE HV WINDOW DETAIL l FOR ® h ® or ®3 L. !—I % N.T.S. ^� (SEE NOTE FOR I j I kEQUIREMENTS) O OR ® rAER NATE IMPACT RESISTANT HV WINDOW ! I I ON 3103 POLYCARBONATE J I 12'MIN.CLEARA CE -STABILIZED GRADE OR SABIC YTO��BL�.FD'�BO�TTJpA1 PLASTIC LEXAN 103 RESIN Hy FOR 1 u I ! F' ON SHEET 19). V 1 1 II i � I i zIOR o 0 (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR uR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR I 1— N.T.5. i I;I EXTERIOR POLYCARSONATE SOURCES FORHV (9BLADE. TYPICAL SHUTTER ASSE BLY fAPPLrs E R�LT TYPICAL PROPERTSS STANDARD1 - HV PIN 42 OR 43 AT - REFUMIIoE (2) HV PIN ® MAY BE USED IN LIEU OF (D AND ONLY AT 61 RIOR BLADE's KNUCKLE.- HDSS'El: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 90.324' (SEE NOTE FOR SPEC GRMDT ASTM D792 0.0.319/W 0.043 tD/;� BLADE WHEN CORRESPONDING TO INSTALLATION '11 SHEET 7. D4��1 REQUIREMENTS) jD sTRE roTn ASN 0039 9,.00 0.++ 9.300 Ae.i. TYP. 1 RP%UPAL 5TRE':GTH AT NE I 11 D790 12400 P.L 13,400 P,.L (3) HV PIN © OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER - m q ? i i nuuRu uomws ASIN D790 340,WO ai. 34s.Doo-A. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8j +I °� !I! NOTO cD acD A""D254 1D IT-A, 17 FT-wA" SHEET WHEEL CARRIAGE DETAIL SucrE oOmN ASIN 06E.3 17�C-1 S E4.5 A SEEMBLY LAYOUT RATE oT 9u9Nwc Asiu DE36 c-I cuss c-I-r li. 9 sw IW:mon AMw D1929 1O4D'F 9E0'F ou'ATHRINf: ASfM GI TOX.0 STRENI M AFTER WFAMERNG ASTI,E3E 9302 PS L E940 P.i. nHV BLADE SOLID & JJA HV WINDOW BLADE DETAILS ENSLE5TRE55 BEFORE WFAYERISG A5MEJ8 6"'°.'.` 698°°. N.T.S. lllllllJJJ sf Tv ` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' A / 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. 4 ." NSF . BERTHA HVTM y A S S Accordion Shutter System L E C O INC. ■ ■ ■ ■ H.V. BLADE #1 W/OR W/0 H.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems �,,N. DESCRIPTION DATE DRAWN BY: L.C. Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 O,P: n tDp`.:'.'� 6]65 N.W.56D,.Se.,Sta.305,VIRGw1A GARDaiS,ilOR10A 331664268 Westroads Drive 2 Phone:(305)971-7530,pac:(305)871-1531 DRAWING No �If' /'�'�t•A"' ��`F,41 e-mail:Ttecea0c.9om West Palm Beach, FL 33407 3 il 4 7_ 07 S/v'•n��� WALTER A.TILLR Jr.P.E. AAT>�T I4 FLORIDA UG.#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 �j2.�w L'Y�m�m 1�j wrjJ4 oR ® �^ •�°" *NOTES ON HV LOCKS AND CENTERMATES: - B c e f ? u x s T U ��' OR '�1 1. M MDATORY CONDITION 61: ONE HV LOCK�S ors,SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR IV ABOVE OR BWW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTAULkTIONS f ANY ELEVATION. HV LOCK or q5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO I OR 1 CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Om®- s 16 RR 2�' 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 2 I_S OR U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(2��i r OR 1 SHALL BE AS INDICATED ON NOTE(1) ABOVE. LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 D9- 3. OPMON.11L CONDITION fi2 (VAUD ONLY WHEN MANDATORY CONDITION #11 OR LIMITED M16NDATORY CONDITION �7 IS USED W/TWO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ° oR+�NS oRoR00 oa BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 6j^OR AN ALTERNATIVE DEVICE V I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MANDATORY CONDITION Y ONE HV LOCK® 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. LO LOCK 2r or @S SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, D ° ATTACHED TO n'CORNER CENTERMATE W/(2) 1/40-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS S� W a AT TOP& BOT'rOM SHALL DE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3IF Igo HOC-HV° MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. s" ° Ny�o.g �021 5. FIRST ALTERNATE TO NDATORY CONDITION it =0 ONLY FOR W I W1 SYMMERCAI 8p. 5 OR ?: ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or 2�S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-200/4"S.S.THUMBSCREW TO�,1 OR Q CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. xg rgIl_ K� g , —y ou3 RIVNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. S. �'ANOATORY CONDITION 0y FOR KEYSTONEMO INDNG INST I I AT10NS• ONE HV LOCK a or('or:Y SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96 AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCH @ or C5 or @ MAY BE USED AS AN INSIDE OR 1 OUTSIDE LOCK, ATTACHED TO Oi or @ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2' LONG FIAT HEAD S.S. SEE END J M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6 NECTION OR 071 TOP AND BOTTOM IS COMPLETELY MANDATORY. CON DETAILS ON 18Erna F1°ULL 11 *NOTES ON HV "T" LOCKS AND CENTERMATES• HEIGHT. ` OF CORNERI OCK OD CENTERMATES kb AND uxuNrtro xsom- SECOND ALTERNATE IQ at , 1. --� r CENTERTMTE �ONE ALTERNATE HV "T" LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS 1�OR(1 FOR ANY SPAN AND (�oR�w�`LJ oR®cR10+T3 oR 1hISTALLATION AT ANY ELEVATION.ALI MAY LOCK Gd Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK @ INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEEP 9, WHICH MUST BE I D.(5)OR @. 1 3 OR 17.•f_$1 OR CONNECTED TO CENTERMATES @ AND @1 W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" (� WINGNUT OR W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4'ox 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ,,D C7;./^rn`/off/+�:+CoR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND 80TOM IS MANDATORY. (C`) ®OR(1 5�+fl 8)ORU+�OR �✓ 0OR 03 OR 109•C5)°Rgi 2.5g1 *NOTES ON HD LOCKS & CENTERMATES: �� 1 }jQS%K x HD GEti'RMATES OR 32 W/�E3 : ONE ALTERNATE HD LOCK W_9 MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS(�OR�5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK ;41 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK C4 TO j33'IS W/3#8 x 3/8"F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT 3)AS SHOWN ON SECTIONS HDB-HVS AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODSIS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity urricane one' 111� v ........... �T'� 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM $ S S •' i L E e o N Accordion Shutter System H.V. �#1 w/OR w/o Kv.NAND(7W MADE ' 'd•1 ��? r, TILLIT TESTING ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: LC. TIE Association, Inc. I OLD 15-085 D7/27/fi DATE 07/27/17 �'`0' 6355 H.W.3".St.,Ste.305.VIRO.NIA WRENS.FLOROA 3316 L1 Phane (305)871-1530.Fox (305)F171-1531 4268 Westroods Drive 2 DRAWING No -moi:DltecooOoLcom West Palm Beach, FL 33407 3 s`s/�AIAI ��L'\ '�1� vrALTA-CO 571UT 9r.P.E. 4 17-107 t� FLTER Lie.#44167 P. 5 SHEET P.E. SEALJSIG(wf U"R'E/DATE 6 5 OF 20 -CONCP,EfE ANCHORS POURED CONCRETE POURED I (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED -1/4'o-20xJ/4'S.S. POURED-� CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE \ REOWRED� REOUIREO ♦ I _ —^_J^ (SEE SCHEDULE ON Y!/ 1/4"-20 CONCRETE ANCHORS 16 R$A erSfoNE(SEE u:Jvnr.G SON SHEET 7) I , , _ SHEET 13) NU, ® 12'O.C. �,. (SEE SCHEDULE ON SHEET 13) 1 Z ORI¢ /\' j)Ain. 1/4"o-20x3/4"S.S. EO EOJJ MACHINE SCREIVS ) ---- �E EO USING 1/4'-20 NUTS n— /. ® Ir D.C. « 25D"afex. 13 OR 15 S 13 OR 15 E.0. I;" 1 I �--7 II I -- 1 .250' I / �E. D.* is I I, .250"Max. E.D.r� T+� P I I /,% Max. It I. i i E.D.. I I ED.• '- I OPTIONAL 11 I OPTIONAL I I NTt SEPNUTpN I i'� i 1 10 OR ll�'� ' EXISTING (MIN.SEPARATION TO GLASS) , �-SEE SCHEDULE ON SHFFT 11 EXISTING IQRrttS CDC® I ' MIN.SEPARATION TO GLASS I `I I 1 GLASS G.;.;'�.,---n f`(SEE SCHEDULE ON SHEET 11) EXISTING GLASS--i i O HV WALL HEADER INSTALLATION C HV WALL HEADER INSTALLATION r8 HV WALL HEADER INSTALLATION + KEYSTONE I � EXISTING MIN.SEPARATION TO GLASS GLASSJC� SEP j' 'I I 1 OR �^'�� i, 'i 1 D05TING (SEE SCHEDULE ON SHEET 11) II 1 TO M'SSMIN.SEPARATION TO GLASS GLA55 11 FOR AD 9Et7i—(SEE SCHEDULE ON SHEET I1) ', { i ;—t t FOR 19 IFOR� rF rh%%4 i RI 9FET 19 FOR " ' j OPTIONAL ' I' L1AET6 ry G� 1 i ' EXISTNG / . ✓ i GLASS—+ 11 I ,E.D.• i . i i i i t/4• D' Max. ' 15��--oarlorvAl. ,� '�� 13 OR i i 't ,'Ep• II E. D.• II iI I - ,' I ry iI II ( _' 4/2•.� 13 OR 1 1 J 1/4.0-20x3/4'S.S. PHILLIPS TRUSS HEAD I' / \i 1/410-20z3/4"S.S.PHILLIPS LE EO MACHINE SCREWS USING I_.__!i-- CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS \—CONCRETE ANCHORS �, 17 OR 18 1' 1/4'-20 NUTS 012.O.C. (SEE SCHEDULE OIJ W/1/4"-20 IJUTS® 12"O.C. �t R, (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE— SHEET 13) /� OR CONCRETE BLOCK POURED CONCRETE_T REQUIRED OR CONCRETE BLOCKS CONCRETE ANCHORS WALL REQUIRED C, HV WALL SILL INSTALLATION (SEE SCHEDULE ON (JHV WAIL SILL INSTALLATION �' POURED CONCRETE. SHEET 14) OR CONCRETE BLOCK WALL REQUIRED U HV WALL SILL INSTALLATION NOTE FOR CQIIBINATION DF SECRDNS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E,D.= EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR `� H V BLADE ASSEMBLY 2-MO SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE tA,ON SHEET 19 IN A1JYU VIAY TO SUIT ANY INSTALLATION. 11T FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ^r ©2017 EASTERN METAL SUPPLY, INC. `4 1,,��'•�,\G ENS'• ,`���_ o2o1T nLrEco.INC. F'' a BERTHA HVTTA .4 7 A S S A Accordion Shutter System 1 L E C O flit . . . . H.V. BLADE#1 W/OR W/0 H.V.NINDOW MADE ;'VQ d TILLIT TESTING & ENGINEERING COMPANY American Shutter SYStemS EV.R DEScRIPTION DATE DRAVM BY: LC. =__p'•• , �, Association, Inc. , OLD 15-085 7/27/1 DATE 07/27/17 6J553:( 5)Ste.JOS,NRChIA CJ(305).FL 153 J316 =�`�+�'-`� Phone:(309)e7,-1570.Fox:(30S)871—I531 t Pal W Beach, Drive z DRAWING No S/ IVAL G j111 a—m9E 0006eoa.anm West Palm Beach, FL 33407 J V `� 11 EB-00G6719 1 7-1 07 I-•• II IVALTER A.T UUT Jr.P.E. 4 `•'•rA"' FLORIDA Ue.9 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE I 1 6 6 OF 20 POURED CONCRETE ANCHORS 1 MN.s�nanaN ' 1 OR G* i I i Mry.SEPAWON I CONCRETE S—(SEE SCHEDULE ON SHEET 13) I TO GLASS(SEE 1 ' •J "� EXISTING I �, T°cuss I y I RECUIRED 1\ _I�E9 E C I GLASS--i W 1 (s:E SI EET 11)ON EDGE OF j vI G1 N i i�SKMTl I Y 3 SLAB IF at 9Qi 18 FOR ' G55 APPLICABLE EXISTING -=M'&© ° r("'S I nx / GLASS: �_ ov s+aT n) ALTERNATE Ii i i i�� EXISRNG� "I ED I O i ANCHOR 1! GLASS 't 1 " LOCATION I I / ; ) %i /•' .'' ! 'I /-y410.3/4•HEX WASHER HEAD i !I I 1 I• .�/ .;'i / / (` �� 13 OR 15 3111 WN. / TEK SCREWS 0 12"O.C. i 8 �' / /. .�/;' ;'j/. SDGGEE OF III 3/8' N. �/ CONCRETE ANCHORS - / - 11 7 (SEE SCHEDULE ON SHEET 13)INN EDGE OF EOM- / /�'� /� !'• / � IF APPLICABLE (. EXISTING ! I1'1 ' SLAB IF G1155 l i i SLAB IF i , _ /i' !J.'I 1�2. 1'-+ EDGE OF I/ / AFPLICABLE 'D. i IA.v.4➢ARAIVM 1 I i I APPLICABLE �,'E.O. ` /E.O.. - _ SLAB IF '-_---i ' POUREE13 J T ' to awss(iZ I / ' /', AP LAB IF E POURED /// FIAT HEAD CONCRETE ANCHORS I ', /a"901w � '�,' , CONCRETE / R. CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) -•�iT`G Fas>•E tflti•Q �.• ,f�� POURED REQUIRED LFLAT HEAD CONCRETE ANCHORS CONCRETE ON sm U© ( 1 OR `t`y' REQUIRED D.• E.D.* (SEE SCHEDULE ON SHEET 14) 1 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. QI HV FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING do FOR SPANS PER 0 HV CEILING INSTALLATION SCHEDULE#3, SHEET 11 E ux swuuTlCN ` f CONCRETE ANCHORS GLASS--•J 1O°� Ta (SEE SCHEDULE ON 1---(0.1 s'REcut' i/4.6(T17 BULDEX TAFCONHRMF RM O.v SHEET It) I O 4---0p•!�vax 11j i ' !i I EXISTING SHEET 15) ADAR:CED 1/1R Pat-zOA 1 EXISTING I -t— I TECHNOLOCI OR t/4.0 POS W/ I I/4" EXISTING_� 1 1 1FN.v^PNNTgN Ta Gw5 GL.{SS� ; FASTF.NLRS TAPPER+MTHDHS YI/ MA%. GLASS !I GLASS -�(M s FrovM,CN s1sEr 11) I I 1 O u A oOvxnsOt!ro 7 I I I 3/4'M:N.El.(-'SPA O fi' 1 D I 1' 1(SU E2IEDULE CN 1!) I I O.C.FOR UP TO 6'-O'SPAN PND 1 i1 i' I 1 ;I' 9'O.C.FOR SPAS LARGER THAN 1 1 1 1 I ! 1 4" TI I 6•-0•LP 70 6'-O"VA%.APPLY / 6E4ANT AT EVET(1'FASTENER HF.l7 I I (IYR)(SBE NOTE T i 10x3/4"HEX iE, ° 1 SHEET 11 FDR DICTATIaNSY C7 3/D' rIAAX- --)3 oRI 15 _ / i i I! WASH EK SR HEAD I / 1 CONT.SrAWIT 1 / i MN l 2' If- (p, 1 8" ® 1- O.C. t~' S I' •li yS/;.i% 14x3 4" HEX HEAD);' �S r �_ �- 1 3/8•.' / / 4 I 1 ( i i i i 1/a'0-20AJ/i 55 u5 TEK SCREW$®9"O.C. I _ ��-#14X3/4"S.D.S. 1 _____ 1 I 1 I 1/4' 1 : ":'. USING tla'c-2O NUTS OR 1/4"0-20 S.S.M.S. + CONCRETE ANCHORS b 11 / -- - 6 .O 1/ 09"0,C. '/ - Max. "I% '%''z O 12'O.C. W/NUT®9"O-C. (SEE SCHEDULE ON f 1 p i SHEET 14) :/ 77 .�. '• �WALLTR Id(D COWN1 RAL __-___� /' 17 OR)B 1/2•I Y 1" ! t] R'8 j�l 2.00�MIN. WP31 TRIM(DECORATr J 4i '1'-• E.D. SILL) SLAB atF ( / ( { :/ \'�f14x3/4"F.H.S.D.S. LAIN. POURED CONCRETE I 1'1 7/e", 17/B" ! APPLICABLEI-.�•1. \ _:-,1` "� a 9"O.C. REQUIRED / !/ CONCRETE ANCHORS -SEE NOTE 13(b) SEE NOTE T3(h) Imo, E.D; POURED CONCRETE (SEE SCHEDULE ON ON SHEET IPOURED CONCRETE ON SHEET 1 •• / OR CONCRETE BLOCK SHEET 14) / 1, % ,l �� _ -E-D• � __- 11. , OR CONCRETE BLOCK REQUIRED REQUIRED MO KEYSTONE MOUNTING INSTALLATION OPTIONAL) POUREDI HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM A.S.D.CESIGN PRESSURE:i64,72 psf CONCRETE MAXIMUM SHUTTER SPAN 8'-D• O REQUIRED HV RAINGUARD INSTALLATION t NQMI NOTE FOR GOMBIYATON_OF SECTIONS: t REMOVABLE THIS INSTALLATION PERFORMED '• E.D. EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT 4 SEE LIMITATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W f (1) HV BLADE ASSEMBLY W ANY MOUNTING SECTIONS SUIT MY INSTALLATION. (���' ,�'Q Q, T// -�„ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone \F�a�' ••`t•`I(1' \ v w 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM * 0' 7RL E C O A S S A Accordion Shutter System NC. RV. MADE#1 W/OR W/0 H.V.NANDOW BLADE ® American Shutter S stems ••, TILUT TESTING & ENGINEERING COMPANY Inc. �-H DES15-0 N OATS DRAWN 0 7 O •, @ + Association, c 1 OLD T5-085 7/27/1 DATE: 07/27/17 :'cam •. OAIDP:'<c4'.A+A W55 Non]6UI.51..71-15s,V9GNN:(305)8 ROWM J]I6 4268 Westroads Drive z a+�+ ,,,--r—•„- \---(. Phone (705)—if:ti .Fax:(}05)871-1551 DRAWING NO uAL E e-T°E 0006719 coR West Palm Beach, FL 33407 } EB-0006718 1 7-f Q7 WALTER A.TILLIT Jr.P.E. 4 FLORIDA U..®44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 D WAL CON ECTIONAILS ON SjJEETS 10 & JS SEE NOTES ON LOCKING RODS®,HY LOCKS D or D S. OUT 90. IN j�EXISTING GLASS INSTALLATIONS W/ n HV **BIADEAND ALSLACKTERNAT DETAIL HYF IISVAUD F ON EOERf ALL BLADE W HV CENTERMATES CIDITERMATES APPLICATION WITH BLADE© 1 OR SEE END WALL CONNECTION j tp.OcaQ.©3caQ.©°aEX(STING GLASS DETAILS ON SHEETS 10 & 1 °n ---.---_ --------- -----I---.------------ — z'.2'>+/s4o•-z I ®,®�+19•©oA 19•@5 / 3 1/4" 7- 6 1/2" 7• (eD63-75 A1L0'f)ALUIt OPPOSING SYMMETRYCAL ANGLE V6113 1/4'°WCON ANCHORS To CONCRETE CENTERMATES CENTER ATES (7oP/60TT0ldI& a10.3/a-S.LI.S.c 12- W/ HV LOCK G4 or 11Q) MIN.SEGLASS PARATION (a)@+o.1/a's.f+s,TO TUBE, O.C.FULL LENGHT. I W/ HV LOCK 2nP4 or 2�9y` To SCHEDULE HED AT EACH ANGLE(7YP)i 5 I / //) \I (ONE SHEET Oi'1) `�----0 -—- 01 D�a®ca©.�°��cato •Q°a 0 J —�" (D OUT ®3 5* HVA HVB ©ca®°�©.� O ,o O� HVC tD 1 3 1 1 oR ow$ a 13 I CONCRETE CONCRETE OR EXISTIiG CLASS CONCRETE BLOCK WALL ©•O •Qca©'O«®cal ! — 10. 15�©`Oa'Q=©ca 1 REOU ED .L— 5• $�1 $� $ • ] oa GLASS o 1OPTIONAL ---- —_--. .— _.— EXISTING O ©'O O O SYMMETRICAL * �N �' 7O' °a�' 7O'®°a MIN. SEPARATION �^ ',— rclass �® ®°a®•�3 a°t9•�5 I�Ex scut CENTERMATES 6 �OS•©re 1©•®oa®.©°a TO G1A55 CJ __ * (SEE SCHEDULE " N — @—® �* w/ HV^LOC���6• (INTERIOR) ®'©°a®'O°0.19•Q ON SHEET 17) f MIN. SEPARATION\ Ci TO GM CCCJJJOPTIONAL 7 f (SEE SCHEDULE e IN INTERIOR t------ — -- ------------ ON SHEET 11) 1 ( ) \ _ ..--_—_ __._ _ �� CONCRETE cI — — �— — OUT - 1 i T 7...� I ANCHORS 78•D.G. \ 3 VARIES :N �s �J-� 90' A� -C B 1/2"fA. SLACK C U oUT 3 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 TILTECO.INC. @ 2017 EASTERN MEFAL SUPPLY,INC. '�° 'ti�c��SF •�?�= BERTHA HVTM 1 L E OO N c. A■S■S.A. Accordion Shutter System H v. BLADE#t w/OR w/o H.v. WINDOW BLADE American Shutter Systems REVe No DESCRIPTION DATE DRAM BY. LC, r� TILLIT TESTING & ENGINEERING COMPANY Q o Association, Inc. , OLD 15-085 7/27/1 GATE 07/27/17 •,• ��iy 6355 N.1I.38:n.Sl,51e.305,MHCJKN WC'.FLORAA 3D1e td Drive to Pnone:(3 4266 WesrOas ve a 05)871-1530,Fa,:(305)871-1531 DRAWING No S+ Alp�A c �\ 1111"006a°ol.°om West Palm Beach, FL 33407 3 -F -F ZONAL�•�,Ir�� 1YALTER A��UT Jr.P.E. ♦ 1/�1�/ e+ FLORIDA Llc.#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION WHY "T" LOCK PO. HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & -- - LOCKE S-22 Wj 1 HV BLADE SEE END CONNECTION DETAIL ON SHEETS 10 a 18 INSTALLATION n HV BLADE R xITN C BU0SUCxA EFT e, W/ HD CENTERMATESOUT IN VR 19 W-LL AS UNNERSN.RAATING 6lUSE WPI U IL HDE)MRN . q 6• 7 q 8 q 1 O• IN➢:UTED ON TH15 SHEET,MAY 8E USED WITH iHG ALTERNATE 10•�q©-®'"©•®p1 INsrauanoM oEral rvG snovR+w TH1s SHEET. AETAlLS ON SHEETS00 NNO h0 8 � I ®•Oq®•oqO•®q tE653-16 ELLOn/altL. % i q(@• 35 35 x u:GLE x/!2)I/4•a rAPcwr e/6' I ,.+crass i�cv+. ErE (oPrlo-- 4* - (oPnawv.)- --— (47gtD=I/r s.us.To TUEE i /ra3/4-SJA.S,0 12- 3 N HT 3 AT UCN Il1GlC(iYP) / O.C. LL LENG , * I N 4 H.V. - -- N (a)H.V. Url.'lrmoCr1 30 HV T" mNs(TYP.) /., PDIs(YP.) �I w aAs LOCK (INSIDE) 1 a� %0 --------- - - - e - - - - - - /e' :3/e• a/e• 0 3 OUT 31 aR32 33 31 oR2 31 ow32 `31 ow32 ,,��--���� # 35# 27' w/ /4" 0-20 x 1 1/2" S.S.M.S. U 35 (oFT LNFI) *SEE NOTE 6 FOR NV LOCH 3OUT DC- C 7/6"0 x 3/32" WINGNUT. (oPrmwy HDB-HVB .��5 SYMMETRICAL HD CENTERMATES HV "T" LOCK (OUTSIDE 26 SYMMETRICAL HD CENTERMATES � �OCK (INTERIOR) �G* W/ 0_a! LOCK (EXTERIORI t SERIEB 9444 AWM9lUN (2024-T3 ALLOY)LARGE FIAVGE THN Qce®O1©•0-(9)-10.®- SHEET NUTSERT.PART 0 0820. —0.•©q©•@_&(D q AS UANUFACTURED BY AVDEL C cRRY TMORI,PARSIPPDX.NEW JERSEY ©•O•64-76•®w 07054 OR EQUAL g0•® '-- � � -----3 ----- ------(��—�'--- --• O *EEE N016 ON IDCMAG F0G50 G HI®LOGS'ON SHER 6 UNKS"AL FLOATING SI E©GRAL HOD-H D R Y. D SCR AL OVMJR TES APFUtAT'1'W M"q, HDD-HVD�* FLOATING STACK A�T v FLORIDA fLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 1�� ••''' e 02017 TILTECO,INC, ®2017 EASTERN METAL SUPPLY, INC. �1� NSb'''•��= BERTHA HVTM 30*n4i y A S S A Accordion Shutter System L E C O i a c. ■ ■ ■ ■ H V. eIADE#1 W/oR W/0 H V.NINDOW&ADE TILLIT TESTING $ ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAY,N BY: LC. 2:' Association, Inc. 1 OLD 15-085 7/27/1r DATE: o7/z7/nSt. 305. 4268 Westroads Drive 2 DRAWING No PNOne (305)871-1530.Fa::(305)871-1531 d1/ AL �G\ 111 e-mail:tlue000aoLoom West Palm Beach, FL 33407 3 -_ EB-0006719 1/—1 0/ ••Ai=aITIYlTy1, WALTER A.TIWT Jr.P.E. a P.E. SEAL/SIGNATURE/DATE F awoa L'o.!aa167 6 SHEET OF 20 :--POURED CONCRETE POURED CONCRETE POURED CONCRETE �-POURED CONCRETE OR j- OR CONCRETE _ OR CONCRETE OR CONCRETE BLOCK WALL REQURED BLOCK MALL REQUIRED REQUIRED BLOCK WALL '• BLOCK VIALL REQUIRED EXISTING GLASS EXISTING GLASS A - ('-2'llitd.. EXISTING GLASS i CONCRETE ANCHOR* EXISTING GLASS ® I6"O.C. -S PAN. 2- 7 ) llh / ^ '2-MIN.. �' To C4 S'S(SEE 1`1 il ,/ Mtd:SEPAPAMOt1 ; SEE M;N-GLASS SFPPRAnOV /' MIM.SF3ARATIOV I / SCHEDULE ON S3.FET TO WM(� i." 1!! j' E0 EQ j TO GLASS(SEE 11 FOR BADE tOAND - SCHEDULE ON SHEET I i i i I SCHEDU'G dl(5EET I I Y..HEIXRE ON SHEEP 1/16'x3" MAX. TO ON 514:ET 19 FOR / 11 FCR BLADE©PA'D 11 FOR BLADE HAND (6063-T6) CONT. (9LAD60i& 11 FOR BLADE mA'JD I ON SHEET 19 FOR ALUM.CLOSER ( , GN SHffT 19 FOR / FOR (LOCATE AT ttN]ES�i & 1/.`�l- ON SHEEP 19 0) EffNR SIDELJ� � (D&@ PLATE. (LOCATE 1/2 ` BLADES 1O& OF 5) I A7 EITHER SIDE MIN 5 , 1/2"M1IIN. OF ,f{I 1 I ♦USE I'OR 2"MAX. No 1Dz1/2"S.M.S.�/ 1 to� (PS APPLICABLE)x2"x1/8"xO'-2" a10x1/2"S.M.S� No -_ ® 16'O.C. ,i ALUMINUM CLIP ANGLE ® 16'D.C. I/ �,\ (6063-T6 ALLOY) AT M1110HEIGHT� 4'i I �1 / `'I v'" (1) })10m1/2"S.M.S.TO®d(2)1/4"C TAPCONS ANCHORS TO` / WALLAT 1"O.C. (LOCATE ATSEE DETAIL X FOR_ EITHER SIDE OF®) O OR ®• SIDE CONNECTION � TO TRACKS SEE DETAIL X FO �( SEE DETAIL XFOR-� O OR ®• � 1 � SIDE CONNECTION t °'®"©•0«©°•10'®a 6 7 8 10• (( «8 a10•13« TO TRACKS 6• 7 a 8 a10•®�^ 1°,®,,,®-�, ,©O1SIDE CTO TRACKS49. 0«p•©« L 10�0«© Or©©« �.p.©®©.07 .+®« p®«©•p�©•©a O•©aO.O•®« ®•O«©•®«O•©w ®•�«p•O«O.©« O•®«O.pap.p«©.® ®•�a0-®aC�,0«®,® END CONNECTION DETAIL 03 END CONNECTION DETAIL END CONNECTION DETAIL 0 2Q END CONNECTION DETAIL d REQUIRED ONLY FOR SPANS GREATER THAN MR -POURED CONCRETE ORCONCRETE BLOCK WALL EXISTINGEXISTING GLASSREQUIRED GLASSMIN SEPARATION VTO GLASS'(SIE . MN. EPARATION 1 ! OR®OR OR SCHEDULE 94 SHEETTO GLASS(SEE ________ ___ ____11 FOFt BLAO_QMD1/2"LAIN. SCHEDULE ON SHEETON SHIFET 191'OR 11 FGR BII`JE�PNDORQOR�OR� CONCRETE--.� flADES i& ,EO 5 i ON SHEET 19 FOR BLADES©&® '- -- - OR ANCHOR \\ OC. r-'--- 1/2-MIN. I ___ I (4a� it 1/2'_MIN. .� -_-_—__��' I EQ - - '`©OR®OR'(BOR i�' ♦ SEE LIMITATIONS OF USE FOR ' 2"AIIN. j 2'MIN. �.I ``' BLADE(9 ON SHEET 19 �OR i S OR�OR�OR� V!-!-_LL_ 5 i I' (:b OR ®' PLAN DETAIL X POURED CONCRETE OR ®«©•O«O«10•©°' 1o.pa©,®a.©,©a END INSTALLATION REQUREE BLOCK YIALL REQUIRED �� p®«®'map'©" ©•O•©«©•O•®« FIV BLADE OR 16 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SOO'On® ®«19 O« i®° "CONNECTION DET IL© «®® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone a 02017 EASTERN METAL SUPPLY, INC. 111 02017 TILTECO,INC. ����TVs '•`''' BERTHA HVTM A■S■S■A,■ Accordion Shutter System RV. eADE#1 W/OR W/0 wv. WINDOW MADE American Shutter Systems 7EV.N. DESCRIPTION DATE DRAYIN(tY: L.C. TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/I DATE: 07/27/17 LI•••, /1• \ 6755 hcn Jbl( 5)Ste.JOS,MRCWU G4ROr7Is,FLOP.IDA 73I6 ••� �' ��� 4268 Westroods Drive 2 Phone (705)671-153D,Fax:(306)671-15J1 DRAWING No • s �� d11 e-mea:nleoomea.een West Palm Beach, FL 33407 J 17_107 �QNAI�� Lill E1-0006719 4 VlALTER A TRUT J,.P.E. ��rro FLORIDA Lie.8 44167 5 SHEET P.E. SEALGNATURE/DATE 6/SI 10 OF 20 SCHEDULE #1 SCHEDULE j2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" , NOTES: (ft.). FOR INSTALLATIONS W/ M OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INS7A IATION ND _ CENTERMATES. © & ® or or INSTALLATIONS V!/ yy M CONCRETE & STOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or 2�or �M 1 ® MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. r &�W/ ONE HV LOCKS HD LOCK ®VV/ NO LOCKING RODS or ONE HV LOCK or or L MAX.ALLOWABLE SPAN FOR a GIVEN NEGATIVE CENT(9 W E 28 29 W/ ONE 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. ® RODS MOUNTING F. K & L R. S. & V. Pe-T" LOCK 30 W/rNO LO®K NG (SEE NOTES t.tt) (VAUD FOR MOUNTING(11 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM tdSEE SHEET 7) FLOOR/CEILING G. H. 1, 11. J T. U, W & X WALL MOUNTINGS (TOP/B0TT01.1) OR FLOOR/CEILING: tT�UI�E177��CC CONCRETE&1700D MOUNTING CONCREFI tO0 INSTALLATIONS V CONCRETE & )A u�u6uuN Wx`°0R1 INSTALLATIONS wvnMUM GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, AS.D.DESIGN ID.DES GN AS.D.DESIGN INSTALLATIONS FRESSU-"E WALL M.OUtITIJG FLOOR/CEWNG ��� VIA-1.MOUNTING vRESORE FLOOR/cfll3NG MO'UTITING DETERMINE NEGATIVE A.S.D.SPAN 'L+" FROM SCHEDULE. RAnuc RAnNc & w.mc GIVEN A NEGATIVE DESIGN PRESSURE RATING, (Fe f) MOUNTING (F.df.) FLOOR CEWNG MOUNTING (F'e'f') OR DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. (+OR-) (�OR-) / (+OR-) FLOOR /ALL M2UP NC L 4 (It) L-(R) L 1 (IQ L-(R) l 4 (R) L-( L+ (I) L-(h) 6 N.IAXIIJUTA SHUTTER SPAN "L+"OP. "L--"FOR 30 OR LESS 4 (it) 16'-0" 16'-0' 16'-0" 30 1- (ft) i6'W 30 16'-0" 1 (h) INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10" 15'-2' 16'-0' 35 16'-IO" 1<'-10" 35 15'-2" 16'-70" 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND "L-' 40 13'-10" 13'-10" 14'-2" 15'-2" 40 13'-10' 13'-10 40 14'-2" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-l' 13'-4" 14'-3" 45 13,-1, 13'-1" 45 13'-4" 14'-3' t HV CORNER CENTERI:ATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8' 13'-7" 50 12'-5" 12'-5' 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Y!/ FLOOR/CEILING MOUNTINGS: 55 ))'-1a" 1V-10" 12'-1" 12'-11" 55 IV-10- 11'-10" 55 11'-1" 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION d2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4- 1l'-4" 11'-7" 12'-4" 60 11'-4" IV' 4' 60 10'-2' 10'-11" NOTE TES, SHEET 5. RATING: 65 10'-10' 10'-10" 11'-1- 11'-11 65 10'-10' 10'-10" 65 9'-5 10'-1" DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6" 10'-9" 1V-5' 70 10'-6" 10'-6" 70 8'-9" 9-4' L2+- MAX. SPAN FOR FLOOR/CEILNG MOUNTING 75 10-1- 10'-1" 10'-4- 11'-1' 75 10'-i' 10'-1' 75 - 8-9" tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9•-10' 9'-10' 1V-a" 10'-9' 80 9'-10' 9•-10" SPAN "L+"OR"L-"AND MAXIMUM AS.D. DESIGG FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 85 9'-6" 9'-6' 9'-9' 10'-5' 85 9'-6" 9'-6" RATING: 90 9'-3' _3_3__ 9'-5' 10'-1" 90 9'-3- 9'-3' OR CONCRETE BLOCK SHALL BE UMRED'AS FOLLOWS: DETERMINE: 95 9'-0' 8'-9' 9'-2" 9'-10" 95 9'-0' 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L­ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED, TO +64,-72 o.s.f. AND B'-O" SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4- 9'-0- 9'-7" 100 8'-9" 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7• 7'-11" 8'--9" 9'-4" 105 8'-7- 7'-11" 110 6'-<' 7'-7' 8'-7' 9'-2' 170 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE „5 8-r 7'-3" 6'-4 B-„' „5 8-2' T-3" SEPARATION TO GLASS SCHEDULE tAINIIAUM BETWEEN "Lt+'. "L2+", "Lt-"AND L2-" 120 8'-0" 6'-11, 8'-2" W-9" 120 8'-0" 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-6" 8'-0' 6'-5" 125 7'-10" 6'-8- ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10' 8'-1' 130 7'-B' 6'-5• WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIh1U1.1 ANCHOR 135 7'-7" V-2• 7'-9- 7'-9" 135 7'-7' 6'-2' SPACING. P147'-5 5'-11' 7'-7" 7'-6" 140 7'-5" V-11" ASTM E-1996 SEPARATION 7'-3- 5'-9' 7'-5- 7'-3- 145 7'-3- 5'-9- TO GLASS T-2' s'-7" T-a' 7'-0' 150 7'-2- 5'-7- 7'-0- 5-5 7-2 6'-9" 155 7'-0" s-s' 1 THRU 35'-2" 7'-1, 6'-7' 16o 6'-11" 5'-2- 6'-10" V-1- 7'-0' 6'-4" 165 6'-10, 5'-1' 6'-9' 4'-11' 6'-11" 6'-2' 170 6'-9' 4'-it' 6'-7' 4'-9" 6'-9" 6'-0' 175 6'-7- 4'-9- 180 6'-6' <'-8" 6'-8" 5'-10" 180 6'-6' 4'-8- _1T HV B LA D E 185 6'-5- 4'-6" 6'-7" 5'-8" 185 6'-5" 4'-6" _ 190 6'-4' 4'-5" 6'-6" 5'-6" l90 6'-4' 4'-5' 195 6'-3' 4'-3' W-5- 5'-5' 195 6'-3- 4'-3- 200 6'-2• 200 6'-2- 4'i2" 's' 205 6'-1' 4'-)" 6'-3' S'-)' 205 6'-1- ,d' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �\ ®2017 EASTERN METAL SUPPLY, INC. �',� .•••••,, �✓�Z 02017 TILTECO,INC. • vcENSj-%.� _ BERTHA HVTM 1 L B C O - A.S■S.A■ Accordion Shutter System y/ L ry H.V. BL DE#1 W/OR W/0 H.V. WINDOW BADE is w131' i TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.H 06scRlFiloN DATE DRANK eV:MAY. LG. Association, Inc. I OLD 15-085 7/27/I DATE: 07/27/17 6355 N.W.361n.St.,Ste.305.VIRGIM GARDENS.FLORA 3316 r Phone:(705)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No t^r''••.,,,,,..•' 111 a-mall:IN-aa.1— West Palm Beach, FL 33407 3 E8-0036719 17-1 07 a,u /aNAt N '71 4 " `� ,l� WALTER A.71LLIT Jr.Fir- FLORIDA U..1 44167 s SHEET P.E.'SEAI/Sfa1w6RE/DATE 6 11 OF 20 g R Flilt va1 Lei g oeimm�� ,mKOMOmmmm�mmomom ®®S . . 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SCHEDULE FOR A GIVEN-MAX SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEG.6TR'E PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR ONCRETE BLOCK INSTALAMONS (SEE MOUNTINGS E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCREWCONOfffTE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE: (Min.('c-3 ks) ----- 1U0aMUN OWALL 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. Vc 3 kti) SPAN O ANCHORS SPACING LEGEND - 1/4'0 x 3/4•ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. f c 3 ksi) (R) _DECGN NEGATNE PRESSURE.RA6NG(sl 0.OESLN IEGATIVE PfiE5S11RE RATRC A SD.DE 7GN ISG4r FRESSOf PAT=(psf) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min.f c = 2 ksi) TAPCON OR 1 4 0 TAP PER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND OISTRTBUTED BY ALL POINTS SCREW, BOLT&SPECIALLY 30 40 60 75 90 t20 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON tYTH ADVANCED - /" 14 12 to 9 B e 6 5s t4 12 to 9 e e 6 6 7a Iz 10 19 e 8 6 6 THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIAT100,INC. 3'-0' 14 12 16 9 a 8 6 fi 14 12 70 9 8 B 6 6 14 12 10 9 B fl 6 6 (Min.fc 3 ksi) ALL POINTS SOLI-SET OR 1E55 td 12 70 B 8 8 6 6 14 12 10 9 a 8 6 s 14 12 10 9 B B 6 5 BLUE TAP W/CAP NOTES: 14 12 10 9 e a 6 7 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 TIPPER' A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED TRREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 5.5 3.5 14 12 10 9 9 8 e 6 14 12 10 9 8 8 6 5 ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0" 14 12 10 9 8 B 8 6 14 12 10 9 a 8 6 6 14 12 10 9 6 8 fi 5.5 ,4 72 1- 9 8 B 6 4 14 12 t0 9 e B 6 45 14 12 10 9 e 6 4 3.5 A2)MINIMUM EMBEDMENT OF 1J4'0 x 3j4-ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 55 14 12 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4 -20 S.S.MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.5 55 3.5 - 14 12 10 9 B e 6 5 14 12 10 9 8 7 5.5 4 •SEE LWATIONS OF USE FOR E%UST,ANO 1'MINIMUM FOR WALLS WITH NO STUCCO. t4 12 TO 9 8 8 6 6 14 12 10 9 B B 6 5.5 14 12 10 9 8 8 6 4S BLADE to ON Si IEE7 19 5-0' 14 12 16 9 e 7 4 - 14 12 0 9 8 6.5 5 J.5 14 12 10 8 6.5 5 3.5 3 A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTNG WALL OR FLOOR. 74 12 10 9 8 7.5 4.5 - 14 12 10 9 e 8 6 4.5 14 12 t0 9 8 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SI ciUC 1JRE BEHIND SAID WALL FINISHES.ANCHORAGE SN411 BE AS INDICATED ON 14 12 9.5 7.5 8.5 4.5 - - 14 12 10 9 a 75 55 4 14 12 10 9 B 6 a.5 3.5 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WTHOUT METAL STUDS CONSULT THIS ENGINEER.FOR t4 12 10 9 e fl 6 - 14 12 70 9 e fl b 5 t4 t2 ,0 9 8 6.5 5 3.5 INSTALLATION INTO EIFS 1'/fTH METAL STUDS SEE SHEET 20. 6•_0 74 12 10 B 7.5 S.5 3 - 74 12 10 B.5 7 5.5 4 3 14 12 a 6.5 5.S[44 3 14 12 10 9 B 6 - - 14 72 10 9 B 6.5 5 3.75 14 12 10 BS B 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 B 65 5.5 3 - - 14 12 10 9 8 85 {.5 3.5 14 12 10 e 7 4 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX. t{ 12 10 9 9 e - - 14 t2 to 9 e - 5 4 t4 12 10 9 AS 4 J - 1/4"0 x 3/4•ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7-0a 16 t2 f0 9 6.5 4 - - 14 12 9 7.5 8 4.5 3.5 - 14 1C.5 7 5.5 4.5 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. t4 f2 10 8.5 7 4 - t4 12 t0 9 7.5 5.5 a - 14 12 9 7 7S - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY P01'/ERS FASTENERS.INC.,AND DISTRIBUTED B'r ALL POINTS SCRLVI, BOLT&SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION•INC. 14 11 7 5.5 4.5 - - - 14 12 10 9 7.5 SS 4 - 14 12 9 7 6 3 - 14 12 10 9 8 6.5 - - 14 12 10 9 8 6 4 - 74 12 10 8 6.53.5 NOTES: 14 72 8S 7 5.5 3 - - 14 12 B 6.5 55 4 3 - 25 95 6 5 4 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP V//CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 7.5 6 - 14 12 9.5 8 6.5 5 - - 14 12 8 6 &S - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS t 13 9.5 65 5 3.5 - - - 14 12 10 8 6.5 S - - 14 12 8 6.5 5 4 - 9•-0' 14 12 t0 9 a - - - t4 12 70 9 7.5 45 - - 14 12 85 7 s5 4 - - 8.2)MINIMUM EMBEDMENT OF 1f4'9 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 ITS 7.5 8 4 - - - 14 11 7 5.5 5 3.5 - - 11 8 55 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 B 65 s.5 - - 14 t2 8.5 7 5.5 4 - - 14 10.5 7 5.5 6 4.5 - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. I1.5 BS 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 It 7 15.5 45 3.5 - B.3 IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE IXISTNC WALL S FLOOR, 16 12 10 a 7.5 - - - 14 12 10 8 6.5 5 - - t4 12 8 6 5 { - - ) 14 tOS 7 5 3.5 - - - 13 9.5 6.5 5 4 3 - - 10 7.5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAINS SIDING OR BEHIND SAID WALL FINISHES.ANCHORAGE SHALL THIS AS INDICATED ON 14 t1 7S 5.5 - - - - 14 11.5 9 6 5 2.5 9.5 6 5 4 4 - - NOTES BA)N &LATI ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS V/RH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 105 8 5 - 14 t2 8 6.5 5.5 13 10 6.5 5 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS Sf>=SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 6.5 - - 14 105 7 SS 4S JS - - 11 I25 9.5 5 - 12 9 6 4.5 4 3 - - 9 7 4S 3.5 3 - - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 -1 6- - - - - - 14 10.5 7 5.5 4.5 - - - 11.5 8.5 15.5 4-9 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - - u 12 Ip - - - - - 14 t2 6 6.5 55 - - - 13 10 65 5 4 - - - gQGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• 12-0 115 SS 4.5 - 11 8 SS 4 3.5 - - - 8 6 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 135 9.5 fi - - - - - 13 9.5 6.5 5 4 - - - 05 8 5 4 - - - - BY MULTIPLYING SPACING SHO'.VN ON SCHEDULE BY THE FOLLOWWNC FACTORS. 9 6.5 t4 10.5 7 5.5 4.5 - - 11 8.5 55 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TIM MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. t4 12 - - - - - - 14 1IS 7.5 6 5 - - - 12 9 6 4.5 4 - - - FACTOR 13'-0"705 B - - - - - - to 7.5 5 4 3 - - - zs 5.5 a 3 - - - - + +ti TAPCON WITH ADVANCED TAPPER + L--es - - - - - - t2 9 6 4.s 4 - - - 9.5 7 S 4 - - - - EDGE TAPCON ALL POINT SOLD SET BLUE TAP W/CAP 1 V BLADE OR DICTANCE THREADFORM TECHNOLOGY MIN. SPACING 13 95 85 5 - - - - 0.5 7.5 5 4 - - - - E D MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING-3 1/2' MIN,SPACING-3' 3 3/4" 4- 14 12 - - - - - - 14 105 7 5.5 - - - - 11 8.5 5-5 4.5 - POURED CONCRETE& POURED CONCRETE& POURED CONCRETE&pp CCNC>ElE CONCRETE BOON 14•-0" 10 75 - - - - - - - - - - - - - BLADE W POURED OCNMETE CONCRETE 6IACK 9 7 4.5 3.5 - 7 5 3.5 3 CONCRETE BLOCK I,U.L ED.•31/2' MIR ED.•21J2' CONCRETE BLOCK CONCRETE BLOCK QK ED.•3 1/2'MR ED.•21/2' Its B - - - - - - 71 a 5.5 4.5 - - - - 9 65 4.5 - - - - - I WINDOW MN ED.•3" M!L CO.-3 1 TAN ED. •J• 7.5 - _ - - - - - 12 9 6 - - - - - 9.5 7 45 -_ _ - BLADE WORKING 3' 1.0 0.90 I.0 0.78 1.0 0.84 1.0 15•-0" 14 _ _ _ _ _ _ - 73S 10 65 - - - _ - IDS a 5 _ _ _ _ _ - g - - 8.5 6.5 4 - 65 5 3 IN UNISON 2 2' 0.71 - 0.51 1.0 10 - - - _ - 105 B 5 - - - 85 fi 4 - - - - 2' _ 0.71 - - 0.4 - 7 - - - - - - 115 6.5 5.5 - - - - - 9 6.5 1 3/4" - 0.91 - - 0.43 - 16'-0' 14 - - - - - - - 2S 9.5 8 - _ - - t0 7.5 5 - - - - 1 1/2' 0.35 - - - - 0.35 - 9S 5 _ _ _ - - B 6 4 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2017 EASTERN METAL SUPPLY, INC. ,'` t A. r/l 82017 TILTECp.INC. BERTHA HV 0. 1 L E C O ,Nc. A.S.SI.A. FLV AccordionORWShutter System NDOW MADE bb ""O T a 1, TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY. LC. e •, !�� 6355 MAN.]6th.SL,Ste.30S VNRONA GARDENS,FLCRIDA 3316 Association, Inc. 1 OLD 15-OBS 7/27/1 DATE: 07/27/17 .. t7F 4266 Westroods Drive 2 j Phone (703)871-1530 Fax (305)871-1531 DRAWING No r'W'•.0RIDP•.. 't-�C, 1W° c-mcu:61t4ccaccl.com West Palm Beach, FL 33407 3 17-107 =%sV/oA,••••"•� ,y111, WALTERBA.OTILLIT Jr.P.E. fY tv a FF FLORIDA Uc. 1 44167 5 SHEET P.E. Sf�+�'%K&TL�RV/DATE 6 13 OF 20 MAIOMUM ANCHOR; SPACING (jp,l SCHEDULE FOR A GIVEN MAX._-SHUITER SPAN, A S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING R40LINTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS I,J.K&L ON SHEET 7) -- POURED CONCRETE POURED CONCRETE CONCRETE BLOCK - - - - ----- -- - -�--------- ANCHORS SPACING LEGEND YAm1UN I WALK OVER& 11 TRENCH QU RAINGUARD MOUNTING (K VlALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPAN 111 TAPCON OR 00 A50.OFSRI 16SAM PMSS IRE R4MCA.S.D.DWI AEGATIVE PT MIRE M10IG ASA DESIM RECATNE PP,MSM RM110(Pt ASO.OR%tUAT64 Pf5Ss1!>&RAMC Od TAPCON WITH ADVANCED 30 40 60 75 90 720 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 1601205130 40 60 75 90 120 160 205 THREADFORh1 TECHNOLOGY' 14 12 10 9 8 8 6 6 12 12 12 12 12 1.5&5 65 7 7 7 7 7 7 5.5 5 5 5 5 5 5 S 5 ALL POINTS SOUD-SET 3.-0" 14 12 10 9 8 8 6 fi 12 12 12 12 12 12 9.5 7 77 7 7 7 7 7 7 5 S 5 5 5 5 5 5 R LESS 14 12 10 9 8 8 e 6 12 I2 12 12 105 8 6 4.5 7 7 7 7 7 7 7 6.6 5 3 5 5 5 5 5 5 BLUE TAP t4 12 10 9 8 8 6 6 12 12 12 12 I2 t0 7S 6 7 7 1 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 B 8 6 6 12 12 12 12 15 84 85 5 7 7 7 7 7 7 55 4 5 5 5 5 5 5 4 4,-0" 14 12 10 9 e 8 6 6 12 12 12 12 12 9.5 7 SS 7 7 7 7 7 7 7 7 e 5 S 5 5 5 5 5 14 12 10 9 e 8 6 6 12 12 12 9S 8 6 4.5 3.3 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 9 14 12 10 9 e 8 e 6 72 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 f0 9 8 8 6 8 12 12 12 11 9 7 5 4 T 7 7 7 7 5.5 4 3 5 S 5 5 5 5 4 3 5,-0" 14 12 10 9 8 e e 6 12 12 12 12 10 7S 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 72 95 7.5 6 4.5 SS - 7 7 7 7 7 7 5 3.5 5 5 9 5 5 5 5 4 14 12 f0 9 e B 6 6 12 12 12 9.5 8 6 4.5 ^ 7 7 7 7 7 7 5.5 4 5 5 5 5 S 5 5 4 i SEE ANCHOR 14 12 10 9 8 e 6 6 12 12 1.5 9 75 5.5 4 3 7 7 7 7 7 45 3.5 - 5 5 3 5 5 4.5 35 - SPECIFICATIONS 14 t2 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3S 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 e 8 fi 6 12 12 e 6 5 4 7 7 7 7 7 7 5.5 4 - S 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 .7S - 7 7 7 7 7 8 4.5 - 5 5 5 5 5 5 4,5 14 12 10 9 B 8 e 6 12 12 10 8 6S 5 JS - 7 7 7 6S SS a - - 9 5 5 5 5 4 } 7•-0" 14 12 f0 9 8 B 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 5 8 8 6 12 10 65 5 4.5 3 - - 7 7 7 7 5 5 3 - 5 5 5 5 5 5 3.5 } 14 12 lD s 8 8 6 6 12 t2 Bs 7 ss 4 7 7 7 7 7 5 - - 5 5 5 5 5 s 4 - 0 VALID ONLY FOR UP TO +70. -75 14 12 10 4 e 8 6 ^ t2 t2 85 7 Ss 4 7 -*7 T 7 55 4.5 3 - - 5 5 5 5 4S 35 - - PSF A.S.D DESIGN PRESSURE 8•-0" 14 12 10 9 8 B_ 6 - 12 12 lay 7.5 6 45 35 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER u rz 10 s a e s _ tz 9 s 4s 4 3 - 7 7 7 5.5 4 - - 5 5 5 5 5 4 3 - SCHEDULE #3, SHEET 11 14 12 10 1 9 1 8 8 6 12 11 7.5 6 3 3.75 - 7 7 7 17.5. 6 4.5 - - 5 3 15 5 5 4.5 - 14 12 10 9 8 8 12 1.5 7.5 6 5 JS - - 7 7 8.S 5 4 - - - 5 5 8 5 1{ 7 - 9,-0" 14 12 10 9 8 e - - 12 12 9.9 BS SS 4 3 - 7 7 7 7 T 7 6 3 5 5 5 9 5 5 S 5 14 12 10 9 8 8 - 0.5 8 5 4 AS - 7 7 7 8 5 35 - - 5 5 5 5 5 4 3 14 12 10 9 8 8 - 12 10 6.5 5 4S - 7 7 7 6.5 5.5 - - - 5 5 5 5 S 4 - I4 12 10 9 8 8 - - 12 0.5 7 5.5 45 3.5 - - 7 7 5S 4.5 3.5 - - 5 5 5 4.5 3.5 - - Io•-0"14 12 10 9 8 8 - - 12 11 &5 6 5 7.5 - - 7 7 7 7 7 7 45 - 5 5 S 5 3 S 5 a.3 14 12 10 9 B 8 95 7 4.5 3,5 3 7 7 7 55 4.5 - - - 5 5 5 5 4.5 35 - - 14 12 10 9-Le 8 - 12 9 6 S 4 7 7 7 6 5 - - - 5 5 5 4.3 5 - - 14 12 10 9 8 8 - 12 9.5 6 5 4 3 7 7 5 4 3 - - - 5 5 5 4 3.5 - - 11'-0"14 12 ,0 9 8 8 - - 12 10 7 5.5 45 3.5 _ - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 5 4 14 12 10 e B 8 - - 85 &5 4 3.5 3 - - 7 7 7 5 . - - 5 5 5 5 . 3 - O H V BLADE O N LY 14 12 10 9 8 8 - - I 8 5.5 4 - - - - 7 7 7 SS 4.5 - - - 5 S S S 4.5 - - - 14 12 10 9 8 15 a5 SS 4S 3.5 - 7 7 4.9 SS - - - 5 5 4S 3.5 } - - - 12,-0"14 12 10 9 8 - 117 _ 12 9.5 6.5 5 4 a - 7 7 7 7 7 8 3 - 5 5 5 5 5 5 4.5 SS 14 12 10 9 8 8 6 4 3 7 7 5.5 45 3.5 - - - 5 5 5 4.5 4 3 - 14 12 10 9 8 - t0 7.5 5 4 - - _ - 7 7 6 5 - - - - 5 5 5 5 4 - - - 14 t2 10 9 8 05 8 5 { 35 - 7 65 4.5 35 - - - - 5 5 4.5 35 3 - - - 13-0"14 12 10 9 8 - - 13 8.5 6 1.5 35 3 - - 7 7 7 7 7 4.5 - S 5 3 S 5 5 4S 35 14 12 10 9 8 - - 7 -55 35 3 - - - - 7 7 5 4 3 - - 5 5 5 4 3 - - - 14 12 10 9 e - - 9 17 45 75 - - - - 7 7 5.5 4.5 - - - - 5 9 5 45 4 - - - 14 12 I O 9 7.5 5 4 3 7 6 4 3 - - - - 5 5 4 3 - - - - 14,-0" 14 12 70 9 - - 5 8 55 4 35 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 I2 10 9 5 J 7 7 5 3.5 -1♦ 12 10 4 - - 85 4 - - - - - 7 7 9 { - - - 5 5 5 4 - - - - 1{ 12 10 - - - 7 4.5 JS 7 - - - 7 5.5 3.5 - - - 5 5 14 12 10 7.5 5 4 3 - - - 7 7 7 7 7 &5 - - 5 5 5 5 5 5 414 12 10 4.9 37 45 3 - - - - S 5 4.5 1{ 12 10 - - - 6 4 7 7 5 - - - - - 5 S 6 4 - - - - ta ,2 l0 - - - 8.5 4 3S - - - - 7 S.3 SS5 5 35 - - - - 14 12 10 - - - 7 4.5 35 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 316'-0" 4 12 10 - - - 4.5 37 6.5 45 4 35 14 12 10 - - - - 75 s.s .7s - - - - - 7. ,�rfi� - - - - s s 4.s - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ,719y ............ . - 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. icENS ; BERTHA HVTM Accordion Shutter System I L E�CO PI C. A.S.S.A. H V. BLADE , W/OR WAD FI V. WINDOW BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Inc. H DESCRIPTION DATE DATE-- 0 7 o•••, �. �e 0355 N.W.36th.SL.Ste.305.MGM WDUM FLORDA 3318 Association, C 1 OLD 15-085 7/27/1 DAIS 07/27/17 Phone:(305)871-1530.Far:(305)871-1531 4266 Westroods Drive z DRAWING No S •. .....:'��4 ,d a ..il:calocomoo,.eom West Polm Beach, FL 33407 3 ��i AL��Iv\11j711 WALTER AOTILLN1 Jr.P.E. 4 17-107 FLORIDA Uc.9 44167 5 SHEET P.E.'S�CCf31�NAYURE/DATE 6 14 OF 20 MAXIMUM A S D DESIGN PRESSURE RATING (p,s. SAND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTINCz-TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). LJ B STRATI- SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.Ga0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MINu G 0.50 W/ W/ MIN. G=0.43 W MIN. G=0.36 uAZlxutT SP.T!(TQ WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL E.10UN71NG5 8.0, WALL MOUNTINGS B.O. WALL MOUNTINGS M, N, 0 & R W & X M, N, 0 & R W & X M, N, .O & R W & % p & Q S&V S&V S &V 36 B9T xLN:1 RTiVEE tA1C(,y) IFSDI k'fJit RTiRFE FA^6(,"') [6?I R+7R,f RL9fT_FATE(T!) L OW LIGM F&17ET FAT VG(4 OM RDW,t RISM ScIc(Id) .00t h7T=Iti MAT FAN.({�1E0.LLMI IMS MMEE F)R&M OM IRS FMA FAx6�I) OF9.11FDRE P.13aff TALE(p)LSD.DIM tEaW,t MMPE ORC(CA 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 15 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS '_O^O:i lF5 72 10 10 9 8 8 6 6 fi b 6 6 12 t0 l0 9 8 8 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0 72 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 fi b 6 6 12 10 10 9 0 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5•-O• 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 D.5 6'-0' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 tO 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 A.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7•_0' 12 10 10 9 6.5 4 6 6 6 ".5 4.5 4 12 10 10 9 5 3 6 5 6 5 4 3.5 12 10 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 D.5 8.5 7.5 8'-0• 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 12 10 10 4 - - 6 6 5 '.5 .5 3 6 5 4 - - - 12 12 12 12 72 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 g•_0' 12 10 10 5 3.5 - 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 10. 12 12 12 1 G 9.5 8.5 12 12 10 8 6.5 5.5 10'-0" 12 10 7.5 4 6 6 5 4 3 - 72 t0 6 3 - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - 12 12 12 72 1.5 9.5 12 12 12 110.518.5 7.5 12 12 9 7 6 5 77'_0^ 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 10 8.5 12 12 12 9.5 8 7 12 12 8 5.5 5.5 4.5 12'_O' 12 10 4.5 - 6 6 4 - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 3.5- - - 6 5 - - - - 12 12 12 1.5 9.5 B.12 12 71 8,5 7 6 12 1.5 7.5 6 5 4 13'-d i2 TO- 6 6 - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 72 12 1T. 70 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 12'-0" 12 10 - - - 6 5.5 - - - - 12 7 - - - 5.5 4.5 - - - - 12 7 - - - - ".5 4.5 - - - - 6 3 - - - - 12 12 IZ 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 12 - _ _ 6 _ - - _ 1Y _ _ - - - 5 - - - - - t2 - - - - - 5 - - - - - 6 - - - - - 12 12 I1 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - 16•-0" 12 - - - - 6 _ - - - 12 - - - - I- 5 - - - - - 11.5- - - - 5 - - - - - 6 - - - - - 12 12 10-8.5 6.5 4 12 12 8 6.5 5 3 11.58.5 5.5 4.5 3.5 n HV BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •SEE UMITATONS Or USE FOR BLADE 1O ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS: J.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) - 1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EAIBEOMENT AS INDICATED AT -OOUCLAS FIR W/0-0.50(N.D.S.) EACH SECTION ON SHEETS 16 do 17. -SPRUCE PINE FIR NORTH el/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C-0.36(N.D.S.) -MIN. 1/2"COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 1III' KA. �/� 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. s .�c�►ys�,T BERTHA HVTIA A■S S■A■ Accordion Shutter System H.V. BLADE#1 Wi OR W10 H.V.WINDOW BLADE TILLIT TESTING dt ENGINEERING COMPANY American Shutter Systems EY.x DESCRIPTION DATE ORAAN BY: LC. y 9p'•.. �, 4� 6355 N.W.36th.St.,Ste.305,VIRGINIA GARDENS.FLOR-DA 3316 Association, Inc. 1 OLD 15-085 7/27/1 DATE. 07/27/17 1 Phone:(305)871-1530.FOa:(305)871-1531 4268 Westroods Drive 2 DRA/'+ING No 11 _Oj;Gltoc0ocol.ccm West Palm Beach, FL 33407 3 ss70fl►AL «�` 11'' VALTER AOTLUf19r.P.E. 4 -�07 P.E. SE(C`SipIdA1URE/DATE FLORIDA Lic.a 441s7 SHEET 6 1 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1� FiV 8c HV* BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS INTO WOOD WITH V BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & - ! -- —1/4"0 TAPCON OR A S D DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON WITH ADVANCED _ T _1'___..l 1 4"0 TAPCON OR THREPDFORM TECHNOLOGY �l �I / �\ TAPCON WITH ADVANCED THREADFORtd TECHNOLOGY �\ OF 1 1/D Mire.PENETRATION I! 1 OF THREADED AREA TO t, % I PJ/ 1 1/2'Min. PENETRATION Of THRFFDED AREA TO E%IS11NG ( t,7N S3PFATION I' I EXISTING,WOOD HEADER. i I WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO MASS(SEE 1 OR i ! " (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4'S.S.MACHINE SCHEDULE ON SHEET 18 / SORE W/ 1/4'-20 NUTS 11 FOR FLPDE OAn^3 4 ' I 1 OR \ i I . /' I / `'l O ® 12'O.C. t (Y SHEGT 19 FOR I! t 2 L. /( 1'Mtn. i EXISTING II BIAOES]n& t ^ h A I I ^ ! };, ;II O GLASS-4 II 11 r �• Z j A I / I`I ! 1 OR 1 rJ — FINISH .]IIOPTIONAL o ! WALL I I "5 I y EXISTING MIN. I FINISH t 2'z4'WOOD E%ISTWC MIN. 2 1 OR 1� 1 2'z4'WOOD /4%TAPCON OR TAPCON WITH ADVANCED 1 HEADER REQUIRED ! N HEADER REQUIRED 11 EXISTING f M SEPARATION III I j '11,1 THREADMin ETRA TECHNOLOGY W/ 1 A To CLASS--1 TO MACS SEE i ! f I 1 ' �) �I. }II I EXISTING WOOD HEADER. TION OF HRE'ADED AREA TO so ON I EX6RKG }�— ILIN. SEPARATION TO GLASS I I; 1'1 Ii`.'I 1, ` ti°,! (SEE SCHEDULE ON SHEET 15) 11 FCR BLADE GJASD (SEE SCHEDULE ON SHEET 11) I 1 }I 1'1 3 GIAS 1 ! t 1 t I.II'�.I ON SHEET 19 FOR S� { �--1 _-J -2'x4'CCNT. SILL 1 V.-M(D&Q I ^ ' ,': PLATE REO'D. OHV WALL HEADER INSTALLATION O�HV WALL SILL INSTALLATION gHV WALL HEADER INSTALLATION I' I 1 -t MIN.SEPARATION TO GLASS EXISTING n t L MIN. SEPARATION TO GLASS !I I I 1 —(SEE SCHEDULE ON SHEET 1I) GLASS— E%15TING ( (SEE SCHEDULE 0,11 SHEET 11) I , k tA1N.SEPARAT1011 TO GlAsS-� EXISTING 2'z4'COtff:11(SEE SCHEDULE ON SHELT 11) CUSS-•-I WoaD PLATE x E _ / t �1 1 4'0-20z3/4'S.S. REO•D. 1/4'0-2Ox3/4"S.S. MACHINE SCREI.IS I 11 ` MACHINE SCREW V7/ I1t I USING 1/4--20 NUTS �"*• WALL '1 ti 1/4'-20 NUTS So 12' 8 12'O.C. I I FINISH I ill' I ,� '•� III .�D.C. CIR �oR 18 1 oR 15 13OR 2'z4'CONT. LEDE / ` •-Ili WOOD PLATE P + 1 i I LEA. o /.\ 1'Min. i Min. I If, t 1/4"0 TAPCON OR TAPCON WITH ADVANCED 11 , 4 THREADFORM TECHNOLOGY W/ 1 1/2- I �=51LL PLATET I Min. PENETRATION OF THREADED AREA TO 1/ 0 TAPCON OR TAPCON WITH ADVANCED I, I EXISTING WOOD HEADER. I l 11 I •1 <' V I 111 I �1__ 1/4.0 TAPCON OR NOTE' j 1 }REOD I1' I\ (SEE SCHEDULE ON SHEET 15) THRFADFORM TECHNOLOGY W/ 1f ` I d TAPCON WITH PDVANCED I-SEE SHEET 4 FOR TYPICAL I 1 1 Min. PENETRATION OF THREADED AREA INTO PL)WOOD ` THREAOFORLI TECHNOLOGY SHUTTER ASSEMBLY. 1 1 I1 17_I WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'z4' lf2'tAIN.CD)] ' A-'--' PLWJ00D REO'D. \ W/ 1f2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN DE - -1/2'MIN.COX PLYWOOD REO'D. STUDS 0J 16'O.C. LIAX,� V1ALL fINISFF—ti THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1 REO•D. PLW100D TO BE (SEE SCHEDULE ON SHEEI 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION `EXISDNG MIN.2'z4"STUDS AN 16'O.C. MAX. REWO, ATTACHED TD STUDS IN PLYVIOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WTIM SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UVEATIONS OF USE OF ©HV WALL SILL INSTALLATION F.B.C. RUDE 1A ON SHEET 19 ,Jc��ii7i� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone If`foip•`'tR A, i,+/•(�'e 02017 TILTECO,INC. �2017 EASTERN METAL SUPPLY, INC. 1`I7OV-\ 1Cr'V,•'• w BERTHA HVTM S� A S S Accordion Shutter System ■ ttv. �#1 w/OR w/o Kv N1t�OW MADE 3 American Shutter Systems -b; TILLIT TESTING & ENGINEERING COMPANY REV.N. DescRllmOR DATE DRAWN BY: L.C. Association, Inc. 1 OLD 15-085 7/27/I/ DATE: 07/27/17 635$NA-1.36( 5)Ste.10.5,YJiGINLW GARDENS.FL RDA153 3716 4268 Westroads Drive 2 Pnone:(J05)871-:WI .Faz:(J05)871-1531 DRAWING No J(`n'••;�Dp A ••� , a-maE Gl00 71 ol.eom West Palm Beach, FL 33407 3 17-107 ��L7 •• �I�n: 15 ES-D006719 4 19ALTER A TILUT Jr.P.E. P.E�51 Ay t gbi)R�/DATE FLORIDA Uc. P 44167 6 SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD-BUILDINGS FOR-n-HV_- & Q HV* BLADES _(AS APPLICABLE - - MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME In ONLY SHALL BE LIMITED TO 105.0 s A.S.D. DESIGNPRESSURE RATING SEE SHEET 19 FOR MAX r`'A`L FINISH SPAN & DESIGN LOAD FOR INSTALLATION WI, H BLADE 1 & A) WORKING IN UNISON h_ 1/4"0 TAPCON OR Q EO 2 lMN. 4'x8'(MITI.)IXISTNC j-=ice---- / TAPCON WITH ADVANCED WOOD BEAM REQUIRED. / ---_-� -EDGE(IF APPLICABLE) ' g:7 THREADFORM TECHNOLOGY ( i !- j- `�'�.� f STRUCTURAL ADEQUACY / /' _ W/1 1/2•IA I PENETRATION 1/4'0-2Ox3/d S.S. OF EXISTING WOOD BEAM /1 1 I • OF THREADED AREA TO 1• pHILUPS TRUSS HEAD TO BE CERTIFIED BY i .._ EXISTING 14000 HEADER. Vfn / / _ EXISTING YJ000 MACHINE SCRE47S REGISTERED ENGINEER OR�! •�/ (SEE SCHEDULE ON SHEET 15)� W/ 1J4'-20 NUTS ARCHITECT PRIOR TO Ed--1--EO 1' �--. TRUSSES OR E E a 12"O.C. SHUTTER INSTALLATION. / i; i 1/2' '•• 1/2' RAFTER 0 24' f` _ D.C.REQUIRED 13 oR 15 1/4.0 TAPCON OR r fl Y / - EXIS3/4'TING SOFFIT ' ' TAPCON WITH ADVANCED _ Z ff .257' THREADFORM TECHNOLOGY '/ ! i 1 /, max. THK. W/ 1 1/2'Min.PENETRATION FED r 014x3 4' EO' 0 RI 1'x4'xt/B-CONT.ALUM.TUBE 1 ! z Nil! =�\ OF THREADED AREA TO O S.M.S. III (6063-76 ALLOY)P// EXISTING WOOD HEADER. EACH RAFTER OR TRUSS. 111`-OPTIONAL (SEE SCHEDULE ON SHEEr 15) / ®6'O.C. I - II t Or 13 or 15 (3)$Jl6b LAG SCREWS TO /�� ..-�or 13 or 15 LOCATE LAG SCREWS A7 I MIDWIDTH OF EXISTING WOOD EXISTING F,Iltl 2'x4' 1 I Itill MEMBER, (2'Mln. NOMINAL Ex1571NC--2I HEADER REO'D 1 OPEN HOLE AT EACH WIDTH)W/2-IN- EXISTING 1 1AItl.SEPARATION TO GLASS EXISTING S.UV TO ACCEPT PENETRATION OF THREADED (SEE SCHEDULE ON SHEEP il) 5/16'0 LAG SCREW x AREA VAUD FOR GLASS---� i I, i �3 AT CEPITER OF TUBE MSTAI ATIONS WITH 72psr Jt I I 3 I • MAX.A.S.D. DESIGN LOAD ANO MX SFPAPARQ`! OS HV WALL HEADER INSTALLATION � ° al( ry i a n0 N INSTA MAX.SPAN,THIS i EXISTING GLASS; 10 G1ASS('3.E INSTALLATION IS ONLY VALID 11 FOR Wt,E®ADD ♦ FOR WOOD Y7/MIN.SPECIFIC I pl SVEEY,9 FOR O DR 'ai SHEET 19 FOR S.ADE�qR� GRAVITY OF 0.$0 AS DOUGLAS rIOTEs: sL,CES Ea I SIADES(1)& ♦ FIR OR SOUTHERN PINE No.2, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSFJABLY I t ) GR OR EQUAL. 2-MOUNTING SECTIONS V14 BE COMBLVE➢ �HV CEILING INSTALLATION IN ANY WAY TO SUIT ANY INSTALLATIOTL U H CEILING INSTAt. LLAT ON F � To� I 1 OR & I MIN. I I ( ON MIN,SEPARATION TO GLASS I EXISTING -"I' .Wpl I I s O GLASS F (SEE SCHEDULE ON SHEET 11) GUSS\ ) ON SHEET 19 FOR I —I TO G1755 I I ) EXISTING I3JTE5(tic f [(SEE SCHEDULE GLASS 11 \I I < ON SHEET 11) I I i ` I I I ! I J I I I 2 ALTERNAT 1 I I LOCATIONS I I EXIS ANCHOR IN TING WALL--77 - I I'\. s/a•M . GLASS^ - FINISH f (I O 91 Ox3/4'HER I I I —} I 2•x6•FAIN.WCOC 7 3/8 M/ 1/� 6 * ' N. L .WASHER HEAD TEK I DECK REQUIRED 1 OR 2'x6'A1N.Y7000 SCREWS® 12"c.c (NO FINISH L —{ 3 DECK REQUIRED (NO r_ ALLOWED) I' FINISH ALLOIYED) -- EDGE 19 I EDGE OF DECKS - Z•L 1��' `OF i`_--- --- _ ---_ - EDGE OF DECK DECK IF p I. �'�•. .� '.I N IF APPLICABLE _ = f:1T=J ^-_'_ APPLICABLE Mrr IF APPLICABLE • J, ' !l'1 \ 1/4"C-20x3/4'S.S. -�� t/4'0 TAPCON OR N.In. `PHILLIPS TRUSS MEAD -'2'-MIN. I �I�,/ '1•1 'i \ TAPCON PATH ADVANCED MACHINE SCREWS _ - .-,f 1/4'0 TAPCON OR TAPCON WITH ADVANCED z'x4 CAM. 2'MIN: THREADFORM TECHNOLOGY Y7/1/4"-20 NUTS J I THREADFORM TECHNOLOGY W/ i 1/2'Min. 1 L SILL PU1TE ' tY/ 1 1/2"Min.PENETRATION C 12'O.C. 1J4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'^TAINT-•+ PENETRATION OF THREADED REO'D. T I 1 OF THREADED AREA TO TECHNOLOGY W/ 1 1/2"61in.PENETRATION OF THREADED AREA TO IXISTING WGOD HEADER.(SEE ' ; I ,; �; EXISTING WOOD HEADER AREA TO EXISTING 1Y000 HEADER. (SEE SCHEDULE ON SHEEP 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ®}jV WALK—OVER INSTALLATION O SEE Q,R pgS+,S-aF us9 FOR yy HV FLOOR INSTALLATIQN � n HV WALL SILL INSTALLATION - _ _ O FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' e`,41 P•' S,-�V e- e12017 TILTEGD,INC. ©2017 BERTHA METAL HA HSULVTMG. 4`,c'r C�LAAIfr11VV� l ' ASS Accordion Shutter System i L E C O N c. ■ ■ ■ ■ H v #t w/OR w/o H.V. w�NDow MADE American Shutter Systems � & ENGINEERING COMPANY%Q ,,,,// TILLIT TESTING REV.N DESCRIPTION DATE DRAWN By'. LC, V� Association, Inc. I OLD 15-08s 7/27/T DATE 07/27/17 •'..�� Q � 6356 N.11.]61h.St..St..305,WRCNIA CAROM RINtIDA 33 18 ' ..� , � Phone:(305)87,-1530.Fax:(305)871-1531 4258 Westroads Drive 2 DRAWING No .. '�`�1� _Q!,:tilt-a-I.— West Palm Beach, FL 33407 3 y_' NA E� '� EB-0006719 17-107 •' WALTER A.TILLR Jr,P.E. 4 N P.E. SEAL)SIGNATURE/GATE FLORIDA Uc.a 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS '.4-WP.WWo Sms REO'n r�2.4'Nw-1.= nCGp STFNStm /.-. APC0.V 1 STUGs REO•D. _ . . (AS AP"`vB E) \ / NtCHOR O 6•QC. i/I \ ! ;1 - TWD 11{t. � Worn sr,ros. (As APPLICAM) wo WA: \ / STUDS/2E RA ION \ \/ I. --_ \ ^••..; \\ // I. Y-Y/FEL +To 1 PENc MT10:! VEltISTNu OlASS PL+yAC{p I / \. /11 "ISTNG GLASS I �1. \ SNOS o f EXCTV r G1A55 \ J�_ COX 1; To SxlZ(SEE PLYn0Oa1 , I \111 O`C 4MAT41_c(r �+/2'NU:CDc ,O r./S(SLY SOCi,E m 9FII FLYnOCO. 1 FFORU 04 MA E OA•n w ... SC RULE M SeeV FM CM-c� `smcDAK It FDR HADe+pA O 1/I6".]'EIAX. ^ WAfl r ,w D' 19 TCA 1 Iat 9IOE Q1A•A 1/z-, 11 Fat PACE®AlLI a s+rr,e FEu 77T-71— (em-r6)cart. (>:;�n 1/2•e,�cnx I LAX U05ER + PLYY.90J., I2JEfs 2.J/. WALL a!&fEf 19 FOR a!cm0 19 Fa! RL FLUE(LOCATE /2- n:aSH I BV0601&(Ul/ Aa } AT EmIFR Si "I" 1 OF OJ .eSE,•0.4 2•RAY. _®, VIVO* O* /t0.112'Su.S O+8 O.0 I _ _ (Cn6!-Te w10r)N W:OLM % 4 Y u wr 1•oc lonrz a lr OR�� �" mREx sic cF�j) SEE DETAIL X TO dj BRA 1 OR�� ,,�� ` 90E COYNECTX YEE DETAl X FOR •/OR' � \ ` TO TNAC( I �.•� SEE DETAL X FOR �7.(y.�•] 8.,14%-L• / -ME T=YECLDS ��"•t3 C'O''e. + •`l9'' S'OE CONIIECTIC.! 4 f3�•!�>©.�:�.r.o�.{�Y. ,{'�; G.6 Oa(0v.1o1•{�S. •�d•f3o('j• 5�7•I(,9. ra TRAocs g 0 O 07 5- J.(�.�.L6,.p..�. rO.2�� -Q.u'•B3� ©l7 �'©J aQ- e..L$. :.,^e. 7. �5•L.,a's.�g>rJ6.�y. �•�'�`©•O•L4'^` is.'=q..fl3,�§'�•QJ� 0"'!= �.§ J�J I C.{Q„f;.�> .�, - �•'Cs�es„�.`�'�- p.fa��'CrP+�'� Oe•fsP�3-�•Cm•iy �aC END CONNECTION DETAIL 9 END CONNECTION DETAIL O AND CONNECTION DETAIL 1) END CONNECTION DETAIL 0- pUSTIXG •fFAUFED aaY FlA SPA.6 GREATER TNAY 12•-0" —CI155 2'.."-1.1TOOD -+/%.TAPCO.Y AY O45 !-1 sTOGS fu-Ob. I yT/1,I2.1L^l ,/4'P TACa!M'LY.ORS- /10.1/2-s.tl.S 1 EItSICc GLSS� mai TRAO O,2.Oo_ Wl 1 1/2-NIK e.6 O.C. N:L SFi':iG - ,\ PEILRRAT O 12.O.0\ To GAs(sEE ♦ SEE LIMITATIONS OF USE FOR To awiaR I _ 1/2•tsl. ;+M19� BLADE 7�A ON SHEET 19 SIADCS lb 50 9 saz7I.P� 1J2-rin I / / _ I,) iOo= 1 —_ .� \ /�1\ ' ` /� {I.v 1 2 NFt Q�+ __-_- _- -- l,.`�Cn��r•s2�ICP� ,16 /\/z. \III 117)oR1131oR�zR115 VIEW STUD Y .Ly C•fl.6 o•�s- �Yi lrumsn u 7 fl-� r0'C7' L• _no-�-(�j•�i,�+U7.Ifs. ms Fm•D. nn3N PLAN Ip-LFe.s.@-Esr-(, 06'C6.�a'£4b •Ls DETAIL X END CONNECTION DETAIL QI END CONNECTION DETAIL/t2 (I,!""""' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 00. 1( 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY. INC. �\��NSF•.'.•�-` A S S A BERTHA H�/TM Accordion Shutter System 1�. E C O N c. ■ KV, BLADE#1 W/OR W/0 H.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems iEV.N. DESCRIPTION DATE DRAWN BY: L.C. 0i Association, Inc. , OLD 1s-0as 7/s7/I ATE: 07/27/17 • N 6355 .W.36th.St.,Stc.305,NRGNA GARDEIIS,FLORIDA 3316. '� Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads 1{Lrive 2 DRAWING No e-mail:clteceaeel.eom West Polm Beach, FL 33407 3 'ss�ONAL�NG\�' R A.TILS7,9 00 WALTE ILLIT Jr.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.//44167 5 SHEET 6 18 OF 20 1(U'��)�47�*l2)(G • GFrNERAI LIMITATIONS AND CONDMONS OF USE FOR BERiFLA V BLADE ACCORDION SHUTTER SYSTEIS s � 1.MAX.AS.D.DESIGN PRESSURE RATING:+710,- 110 p.s.l. - { 2.MAX.SHUTTER SPAN:96� 3.ALLOWED MOUNTINGS:A D,G&H ON SHEETS 6,7:AS WELL AS MOUNTINGS M.0,T.U&W ON SHEETS 16& 17. ONLY CENTERLATES 21 (211,(BOTH W/1p OR IVI ARE ALLOWED WITH p r. �DPI75} A11 ED IN A SYN CAL OR OPPOSING W-(OUT.IN CASE OF OPP MG OvOc^ CEYO I EMUSf BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 16. TIP.FA END • ( (A)HV WINDOW BLADE 1A SHALL ONLY A MAXIMUM OF 5 OPENINGS • 3-0 HOLES)FOR®PER BLADE AT SPACINGSNGS SHOWN ONN S SHEET 4- 4 (B)MIN.CLEARANCE FR°�tA TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1® MAY 5 VANDOY75 ♦ I OF ANY 3"0 HOLE FOR 4 SHALL BE 12'. ALLOWED AT HV a- WINDOW BLADE tt! (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV k. WINDOW BLADE v=i • ♦ ♦ / / (p)11V WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID NV BLADEQ THROUGHOUT SHUTTER'S WIDTH. (E)CE MATES SHALL ALWAYS BE INSTAL ADJACENT TO A SOLID LA' o • ♦ ♦ ♦ /• •/ .g BLADE 1 AT FJTHER LED SIDE OF THEM, P rr�y (F)PoLYCARB°NATE HV WINDOW®SHALL BE INSTALLED 50 TABS FACE SEE END 3` THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE CONNECTION • • • • ffi � {� ' ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASIA DETAILS ON SHEETS I/♦ • • me ���...LLL 11L..LGG 111111 INC. �I 10& 1B TYP._/ FULL HEIGHT. I 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15.AS LIMITED By SPAN AND DESIGN LOAD(SEE NOTES z_ TYP TYP u I &2 ABOVE). C �^ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED ry CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). IF 8.MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-1996: (SEE PLAN FOR REQUIREMENTS) D H 5 TYP TOP&BOTTOM W ORS IoR 6 7 WIND ZONE MINIMUM SEPARATION TO GU55 -----UNLIMITED WIDTH— 1 THRU 3 1' ELEVATION "'" °�10N TO CLASS--EKISTING GLASS SEE SCHEDULE GY 51L-z-f 11 FOR BIAOE C17 4 6,25' —— _ - AVD ON TInS SHEET fCR EtADES©& Typ C 21*� i � ZD TYP. SYI,11.!ETRICAL CENTERMATES 21 �2a� (SE NOTE 4 ABOVE) PLAN \ '.4-5 TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1AI SHUTTER* \' ---- 1 N. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\�1t �: ��G l-l�s'L�•.,�"J"'�•, 02017 TILTECO,INC. ©2°77 EASTERN METAL SUPPLY,INC. C BERTHA HVTM 1 L E C O N�. A.S■S.A. Accordion Shutter System y H.V. MADE#1 W/OR W/O H.V.WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.So DESCRIPTION DATE DRAWN BY: LC. 5355 N.W.35t.St.,Ste.305,VIRGL\u C4RbDM FLOR!DA 331E Assoclafion, Inc. 1 OLD 15-0(i5 T/27J1 DATE- 07/2]/l7 Ph—:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No r e-mat:Ulteca3aal.com West Palm Beach, FL 33407 3 17_107 V IV A L�Z�v EB-0006719 !'1 WALTER A..TILUT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. 44167 a SHEET OF 20 II - -- 0.035 THICK 1' INSTALLATIONS WZ n HV BLADE & HV CENTERMATES 21 -12•000"M°x.� l.Gn.ASTM A-653 GRADE 40 Min. _VARIES Ir °-60°a� �' 2 M° INTO METAL STUD WALLS * � 083° �Z METAL STUDS AT T6'o.c. o �q 43b - �• '0 6'o.c. 40 41 m oo o' C -------- 1/2' 4r75I" 38 * 3a �(4"re NOMINAL -W EN I A O S ND CON 1 0 Q US ALUMINUM SLEEVE 1 --/� I, �p f' o--� FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4-a 6,/V' 0.035-THICK V£ 43c `4�30 . ry SYSTEM INSTALLATION TO METAL STUD WALLS CDNT,GALV.STEEL TITA.CK CHANNEL.I®6'O.C. ®6-D.C.^ I �_�. SEPARATION TO GLA S SCHEDULE 3•0DO' ASDA A-E53 OWE 40 Wn.G-60 I GALVANIZED FASTENED TO STUDS I I' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Lr_.-M°x. w/(2)♦)6.I/z-TEX SCREIYS aT I EXISTING FINISH 39 I1 .r- INTERIOR.&EXTERIOR FACE I AS APPLICABLE I; � � 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM I I w ASTM E-1996 SEPARATION 43c LENGTH + 1° i MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS ExsnT4G cuss- TO GLASS 43 1/4" -200' BOLT L(SEE SCHEDULE) I 43 N 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 43c 1" ' � '(TYP) a WITH 21 ARRANGED A SY METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4- EXISTING 3/a-.6:/a-x D.o3s'TrocK u:n.i EXISTING FINISH 'I 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250' 1 373-j tour.GALV.STEEL TRACK C1, ; AS APPLICABLE III CENTERMATE. AS1M A-653 GRADE 40 W..G-60 CALVAIAZED FASTENED TO STUDS I I 1 w/(z)®fixl/z'TEK SCR ON ' 43c 43o I INTERIOR&EXTERIOR FACE i t9 6'O.C. 0 6`O.C. H 1/4.0-20 THREADS d W BLADE SLACK DETAIL HVF IS ALSO VALID FOR $3C 1 $"0 ELCO CONSTRUCTION _______- 1/2' 12 3B CENTERMATE 21 APPLICATION WITH BLADE(D PRODUCTS FAB-LOK HD 1 ------- 43b I.-x 1 1/2`x03O THTHICK0 VnR)E's 0 6" O.C. COMPONENTS M A-653 GRADE 40 tMa>i:. ; `^-G_6 G-6°°"`v STEEL 1" MS WALL HEADER/SILL INSTALLATION _ METAL STUDS AT 16'O.C. lJ.in. .:� EXISTING FINISH AS APPLICABLE SCALE: 3/8°= 1" t (TYP.TOP&BOTTOM) 1 __—— --. — _.— _--_--.— —_. ._ _---___._.—� -- — ) C——— S 1 3 4 x 6 1 4 x 0,035 THICK Ltin. ONA G S STEEL TRACK CHANNEL L EXISTING GLASS - - - - :... . ._...-..,.... 1 ,r-:. AU A 6D3 GRADE TOJ STUDS 60 ....' . . , I ., •. I 1 ,.:•;I I.r,,... `:i I.-•"1 S 0 (AN 2#6x1/2'T_K SCREWS ON SYMMETRYCAL SYMMETRYCAL lAM.SEPARATION VARIES I I / 430 436.43c:., -� 1; I I I I }-p; INTERIOR&EXTERIOR FACE ' '''' `' I '-CENTERMATES W/ ..'�I I CENTERMATES IN I:->:.:• TO cLrss z 1 ;..: `=i i �..:... ..:-i•T;'•:'.':.."..:,L:,::i•.,,.,...I i r.-:' :I I.•. ..I I.,.._:.•: ,}.; ., ,-•,� (SEE SCHEDULE) Max. i I I:; ,.. EXTERIOR ACCESS SIDE:: I I I (.::.INTERIOR ACCESS SIDE :• I I;.:..,,. , I I I: I - . ------- ------ --------------------------- ------ -=-- ---------=------------------- --------------------- --- -------------- --- ----------------------- ------ ------6- ,----- IN 3 5(----- I N _ -------------------- ------------ ------------------------ -------------------- -- ----------------77-- -------------------- 2 -T-- ----------- ---- ------ -- -- -------------------- Y ' 21 21 2 1 L0:-ATEO AT 2. --- ------------ --------- - --- ---- '----' ------ ---- - --L- '-- - --- --------------- ---- - -- ---- --- -- - - HV HEADER/SILL ENDS --- ---- ------ - VIEW Y ® 2 / ZJ(6-Min.) I -24 - -- --1 3 1/4"(TYP) I SIDE CONNECTION TO TRACK 6 1/2"(TYP.) T T —6 1/2`MAX. -LACK $ (Cont.) B BLADE SLACK DETAIL HVE Y-C- N� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. 1:� BERTHA HVTM Accordion Shutter System A ° 0 9 SSA H.v LADE#1 w/OR w/o H.v. Wtn'Dav BLADE I !//�q•7 7k : TILLIT TESTING & ENGINEERING COMPANY American Shutter SYS18mS Ev.N DESCRIPTION DATE OMvr.I BY: Lc, 8355 N.W.361h.51.,Ste.705,NRGINIA WRD0+5.FLOFNA 31,8 Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 n_ STATE nF Phon°:(305)871-1530.Fox:(305)871-1531 4268 Westr°ads Drive z DRAWING Na °-m°R:btQW6oenl.e°m West Palm Beach, FL 33407 3 °{ .•(DROOP:•�a,a WAITER A T0°0LLR1Br.P.E. —1 07 Sp ssaa17 a P.E. S CL� �AiL7RE'DATE FLORIDF U. B 44167 5 SHEET 0 OF 20