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Home My WebLink AboutProduct Approval Florida,wilding Code Online 3/4/21,13:23 W 4 R aS pp e IT T 6 10 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications E Contact Us to Man-J. Links Search �! rich �e Copy Product Approval FUSER:Public User Product Aonroval Menu>Product or Application Search>Application Liat>Application Detail FL# FL1850-R13 FREVIEWED FOR Application Type Revision CODE COMPLIANCE Code Version 2020 Application Status Approved ST. L CIE CO bdBocc 3 z Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence FL1850_R13 COI H.V.ACCORDION_CERTIFICATE_(QF_IN DEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9°/n2f°/u2ftCOhpJQoeiShOCDrfdGUrQENA7XlnmYs4f]BG15Q°/n3d%3d Page 1 of 4 Florida Building Code Online 314121, 13:23 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/28/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Date Revised 02/22/2021 Summary of Products FL# Model, Description Number or Name 1850.1 Bertha HV Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane Accordion - protection. Blade 3 (HVHZ) Drawing# 17-103 Limits of Use Installation Instructions Approved for use FL1850 R13_II H.V. ACCORDION SHUTTER SYSTEM BLADE_3_INSTALLATION_INSTRUCTIONS HVHZ.odf in HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13_AE H.V. ACCORDION SHUTTER SYSTEM BLADE 3_EVALUATION_REPORT.pdf Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7"for 35 psf positive ASD load and 13'-0"for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection Accordion Shutter (Combo)- HVHZ- Drawing#17- 102 Limits of Use Installation Instructions Approved for use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM BLADE 1_2_INSTALLATION INSTRUCTIONS_HVHZ.pdf in HVHZ:Yes Verified By:American Test Lab of South Florida, Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ:Yes Evaluation Reports Impact FL1850_R13_AE H.V. ACCORDION SHUTTER_SYSTEM BLADEl_2_EVALUATION REPORT.odf Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f"/u2ftCOhpJQoe[ShOCDrfdGUrQENA7XlnmYs4f]BG15Q°/"3d%3d Page 2 of 4 t Florida Building Code Online 3/4/21, 13:23 #1,sheet 12.And 12'-3"for 30 psf positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pre res. 1850.3 )Bea HV Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection dion er- 1 Only (HVHZ)- Drwg# 17- 122 Limits of Use Installation Instructions Approved for use FL1850 R13 II H_V._ACCORDION SHUTTER SYSTEM BLADE 1_INSTALLATION_INSTRUCTIONS HVHZ.Ddf in HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13_AE H.V. ACCORDION SHUTTER SYSTEM_BLADE_1 EVALUATION_REPORTDdf Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large missile level"D". Max.span is 16'-0"and 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HV1 blade,8'-0"for +64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0" for 110 psf. for HV1 and HVSA working in unison.See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Back h:ext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA EEO employer. o pyaht 2007-2 13 State of Florida.::Privacy Statement..Accessibility Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe pu! https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs9%2f°/u2ftCOhpJQoeIShOCDrfdGUrQENA7XlnmYs4flBG15Q°/u3d°/u3d Page 3 of 4 i ) GENERAL NOTES: 1.BERTHA H.Y.ACCORDION SHUTTER SYSTEM.SHOWN ON THIS PRODUCT EVALUATION DOCUMENT HAS BEEN VERIFIED FOR COMPLIANCE 1N ACCORDANCE WITH THE 2620(let EDinOtl) - C--c- OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE Of CONTENTS DESIGN WIND LOADS SHALL BE DETEWMFD AS PER SECTKIN762a OF THE ABOVE MENTIONED COOS.FOR A BASIC WMD SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING A.SCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS If THRU 15.19&20. AREA L HV BLADES n1 & QA IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE RESIGN WIND LOADS DETERMINED PER AS=7-16 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O..AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS AM USED IN THEIR ANALYSIS. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.Y.ACCORDION SHUTTER SYSTEWS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS'BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 CODE AS PER ATL REPORTS: -NV BLADE Q#0214.01-03,00715.01-03,61004.01-05,#1214.01-05,'f0317.02-06#0609-01-10 AND$0210.01-11AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS AREA 2: HV BIADE n1 AND HV WINDOW BLADE EiAI &#1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. M� -HV WINDOW BLADE fA /0505.01-06 AS TAS 201,2O2&203 PROTOCOLS AND G725.01-06 AS PER TAS 202 PROTOCOL. �7yL1ERE APPLC.AgLE1 TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 2.HV BLADE ©AND MY WINDOW BLADE to ARE ENGINEERED TO WORK IN UNISON WITH EACH 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(MY SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 0 14X2.75 AND/ 14X1.75 RESPECTIVELY,410-HT MINIMUM CENTETWIE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 160 kel TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE MY MARKING ON THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 led AND 35.7 ksi END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SEC710M III-6 OF THE 2015 ALUMINUM DESIGN MANUAL ': MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 1,11 MIN.TENSILE ANCHOR SCHEDULE-CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE-CONCRETE BLOCK SHEEP 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS!HV BLADE(D:12,13,1404A,15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 MY BLADE(D&m WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-)(,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06.779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAUL(ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3• HV WINDOW BLADE ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL SHEET 19 MY AND HO CENTERMATES AND ENGAGE OR LOCK ALL NY AND NO LOCKS. TYPICAL SHUTTER ELEVATION if.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ATACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL (DONLY SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA ¢; HV WINDOW BLADE l l/ 12.BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. THIS DRAWING SHALL ONLY BE USED TO (e)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE LL BE RESPONSFIC IBLE FOR THESE PROPER USE OLL BE F TO BY A HE P.E.D.ENGINEEORIDA R OF RECORENGINEER (ACTING AS ARCHITECT DELEGATEDH WILL ENGINEERETOMTHEHE ENGINEER OF P.D.ENGINEER SHALL SECORD UBM17 TO FOR THIS LATTER THE�DE SPEC WHO IFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE HI h Velocity Hurricane Zone Uc 2020 TILTECO, INC, 02020 EASTERN METAL.SUPPLY, INC. ■ ll T' , BERTHA HVIM ® rPi .��,e` cEN F !�'�� _ �'T� ��a,�.�n Accordion Shutter System NO. BLADE 44 67 " American Shutter Systems REY.Na V, f3 DESCADE RIPTION W/�' DATE hDRAWN V. �V N.PP ®R = "'""`-��n � TILLIT TESTING & ENGINEERING COMPANY ■ {i • *: * 4 6JIS5 N.W.36%.St.,Ste.305.StRGe%,GNUMNS,F1.DRIGA 331 Association,Wetad Inc. 1 CLD 17-122 - /6/2oz GATE: .7/6/zozD a e 4268 West Roads Drive 2 Phone (305)871-1530.For:(305)871-1531 DRAWING No ® ^l 1�1 = o'•, S?AT OF e-mail 61too oaaLaam West Palm Beach, FL 33407 3 of 1 v {1� i'�' JC P;�� CA-OOM719 Phone: (800)432-2204 Fax: (56I)209-8380 4 LQ-'169 . E `- '�O,�., lOR ; WALTER A.DLLIT Jr.P.C. /SIGNATURE/DATE FLORIDA L1..d 44167 5 SHEET x 1 OF 20 L � ce, + I �., .,r.FOR WINDOW Bta7E® a VARIES .. 1918,. ,t pt Maz. �200 • 4.37,• t 385• ( 1 4999 � S75 ry ', tO Hy SOLID S ` �3 HV UNIV R A cl nercR. � NV_90'j180• STARTER COVERED UNDER US PATENT# 5458179 eT QUALIFIED OR USE W - - QUALIFIED FOR USE W/ HV BLADE ®HV DIRECT MOUNT HV BLADE( / HV WINDOW BLAW 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U E W HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 SLADE51 s73'..w 6063-T6 ALLOY AND TEMPER ..,__,,,,,,?226 6063-T6 ALLOY AND TEMPER 500' DBS' t+ _---A 556' DYP.) I 1fi7t 2670' F .670' 2 .99 67 OQ ..._ m .. 111 m C72 is -:842� n Q! oa72 --- - q O7 HV ADJ. ADAPTER y((LIP ......._.4.aJ6_._ n L12S "I i $ I,,,.,, 1226' ....._..a QUALRED FOR USE W/ HV �H_V WALK—OVER.TRACK. •-.I,920I-- 60HV ApJ. FLOOR TRACK BLADE N QUALIFIED FOR USE W/ HV �HV TRENCH--TRACK 6063-T6 ALLOY AND TEMPER (�.,� _._.5.760 ..._.. QUAUFlEO FOR USE W/ HV BLADE 1TY QUALIFIED FOR USE W/ HV /� BLADEu :,l 6063-T6 ALLOY AND TEMPER BLADE01 ONLY. � NV RAINGUARD 6C63-?6 ALLOY AND TEMPER VARIES n. 1,9J5• 6063-T6 ALLOY AND TEMPER QUALIFIED FOR EUA£W/ HV 1 9t5' EI 9t7. VARIES.. 193V 6063-T6 ALLLOOYYEA1D TEMPER m 083' 083' .083' 19 083' i ...1 t" .—.,,....—....—i .I CO m om'f 8 .060� ! m..... ... O60, C60• "� 4 z i870 1686 c E70:' 3520 ;. 3520 ....7. .........�3.529' \�\�� HV CEILING HEADER `� HV HEAD/ERISILL �� 13 HD CEILING HEADER/SIL ,---'---3.62s QUALL9ED FOR USE W/ HV BLADE JCNLY, QUALkFIE DD60RT6SALLOY AND TEMPER'"ONLY QUALIFIED FOR USE W/ HV BLADE 1 1�4 HD WALL HEADER/cam SEE SECTIONS FOR TEMPVALIDER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063--T6 ALLOY AND TEMPER BLADE ONLY. 6063-T6 ALLOY AND TEMPER r,,. COMPONENT. A B T1 T2 MTl lAPl Y Mti t- T i 1 .062' a 2' 2' 0.125' ' 2- }5-MAX.; 1/8•,......_1 /8 ... ® 2' S"MAX. 0.192• 0.192' _ 1 , SIDE ANGLES D...:._...,...._.;.. QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 0-° 2.5' I 17•MAX.'0.190' 0.190' 0 BLADE Q QUALIFIED F0 USE W/ HV ................... i ' ...._......_....... i QUALIFIEDNQR STSHv . . . 6063-TS ALLOY AND TEMPER BLADE 1 ONLY. :l 2' j�MA%j 0139' 0131' BLADE 1 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER FLORIDA BUILDING CODE Hi h Velocity Hurricane.Zone II,IIII ) 02020 TILTECO,iNC. @2020 EASTERN METAL SUPPLY,INC. t'�f'• ((/Bpi ' r BERTHA.HVTM Accordion Shutter System KY. BLADE 1 W CR W Y e LADE N0.44167 6 / W/O tLD%W 3Y. Lp American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY OLDC 17-12 DATE nRDAT 9r: M.P Association Inc. N� Dm n-,z2• ,-. dJ33 N.W.J61N,5),Sb.153 WZ(..;(305).1-MDA153 llt • ./6/202 -0.TE: 7/s/2Dzti 'ti��.• STAT GF ,��` Phan.:(305167I-1530.Fa..(303)871-1531 4268 Wast Ro9tla Cnve 2 ma I:BEt.<o0aolcom Weat Polm acc Bh, FL '3407' DRAWING No R DrG�°;AREAL/SIGNATURE/DATE WALTEIRA. U'.Ly14Jn 4167E Phone: (800)432-2204 . Fc%: (561)209-8380 a 20-169.SHEET 6 ..... 745 ..2.29} _ _ ''f /•-20x1 i/4•-20 E CA91 ... 293"- 745' ^.. —f fax FIAT HEAD .- 'INREApEp-� I ( I7 1 ... �s 1�rPs.) 1 •�eaeD PA m0. ineuua I E crsr 1- 97 $� IWUSINo EIlN/E1. G .... 9NCE0 PNNiEO 1a1 °?. 062 .675' I f ':LBW55 oiLNoER IePASs CILNDFF 318.. T k IQ•:1'S CCHROYE (CHROME PLATED) 210E�{ ERMATE ,��"�� 1 .. I: Pu ED) QUALIFIED FOR USE W/ HV BLADE tO& 9ONLY 1Ey �a• 0 .323 :° ® .dV,LOGK ® HV:-EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUALtTfFFIIED FOR USE W/ HV BLADE(,1)& to ONLY o Qy. -.3023 _ .875' QUALIFIED FOR USE W/ ITV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER C_ ORNER C BLADE Q1 & 0 ONLY. BLADE U& ®ONLY. Q ALIRED FOR USE W/'HV BLADE CI)ONLY 250'0.0. 5t8'_. 6063-T6 ALLOY AND TEMPER --s .518" PLASTIC HEAD 1 1.7 92Y MOLDED TO._•••. m•- -r—� 1. 2 079 4�5 1753 - SCREW' 04 y321_. n ( � L!,Qogy o p61 I 360'AFTER RIVETING ail 1/4"--205xa3/, BEFORE RIVETING r I S-$,THUMBSCREW 1/4 0 20 RIVNU SERIES 9144 ALUMINUM(202hT}A1ADi)URGE FIANCE THIN SHEET NUTSERT,PART/0820,AS MANUFACTURED BY AVDFL PLAN FRONT ELEVATION BY MALE " LOCK L C566 1 CHERRY TWORN,PARSIPPENY,NEW.JERSEY 07054 OR EOVAL 2� LOCKER FOR "T" LOCK...CENTERMATE quauFlEO FOR USE w/ HV BLADE 1 ONLY' HV FEMALE "T" LOCK CENTERMATE ® f1Y "T" LOCK ® HV ALTERNATIVE LOCK 6053-76 ALLOY AND TEMPER OUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE ALLOY HV BLADE ONLY QUALIFIED FOR USE ALLOY HV N BLAOE(1)ONLY W/HV BLADE 1 BLADE 1 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' Q ONLY. Q ONLY, 3.161 1.917 • 1.917' jy5 o C67 714 .063 062 1.$-L-' a432 __ 1 LO6) MU14DER OR KEY R .214' CYU � 0.875'Mtn. 31 HD CIENTERMATE V NO . :I �� 1 .125 Max. QUALIFIED FOR USE W/ HV BLADE 1 &hg QUALIFIED FOR USE W/ HV B� .1)E. &{11j: m e I u p r � 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 4 HD CENTERMATEsS.. VARIES 1z MIN, _ QUAUFlED FOR USE W/ HV BLADE t & � A 1/4' 20 S.S.OR 3/8'-18 i :_1,i30 6063-T6 ALL NC TEMPER '�:-- i ACETN.'INUYBSCRENS. _ ( THUMB?URN 3. t1/Z. (SEE DETAUS) i I--> F1 " CYLNDER •, T U� _ OR ItEY :_ _. _. "�^'"S'f 15' mt.• �i i 1 --'--- 1.57,•.blln_; CYLINDER I ._..: ^. *� ...,,...._.............._.... �......_....i '1.78 Max. m: ® LOCKING ROD A 'a �-, 1 . ®}ID LOCK QUALIFIED FOR USE W/ HV BLADE I;@.HV $ $"�-16 ACETAL HV 1 f 4xx AISI 304 BY REGENT HARDWARE MORTISE LACKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER THUMBSCREWS I U QUALIFIED FOR USE W/ HV BLADE 0— e 0 MTALLAiiCN WILL REQUIRE A 7/16- HOLE QUALIFIED FOR USE W/ HV BLADE 7/ QUAUFlED FOR USE W/ HV 81ADE 1 DRILLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE' Hi h Velocity Hurricane zone I�I,,� III10!l l - 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. , �P� ...... ,c/T�- — BERTHA, HVTM �� Accordion Shutter System r No.44 6 �~-- — �� BCE#1 W/aR w/o Kv v�rnow aa�E H.v. TILLIT TESTING & ENGINEERING COMPANY American S fiuftor Sy3tem3 REY DESCRIPTION DATE r.T+AWN BY: u.P H JSth.SC.Ste.=N VJHiMA WIM01%RORIOA 331 SCC Cn, Inc. 1 OLD 17-122 /6/2oz MTE _.7/e/imD STATE F Ph",:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive p F�ORI, p •��: e-mal:BUocooao1— Wast Palm Beach, FL 33407 3 DRAWING No ,•',51 CA-OW6719 Phone: (800)432-2204 Fox: (561)209-8380 20-169, -��4/ss/QNa' � WALSEAL/SIGNATURE/DATE FLOORIDA Ui A.TI#44167E _g SHEET 6 3 OF 20q SHLITTER ASSEMBLY SCHED— ULE-7 — fi 3/11 HV HV �C_.' BLADE TAP CE .0625" 10 HV BLADE 1 1 �ti'vi ;� TO r1; ..._ .__...__ ...... � i .1875 per. ® HV BLADE 1A I� \i I 3 v WI BLADE 0625' .C625 �.0625• ---- is I � ® HV LONG RECESSED NYLON BUSHING L} ..ou I n� lOauCl�cLe °��'I .0825+ 1875 Y ® HV SHORT RECESSED NYLON BUSHING 3 s F a MP) '.I D 0625r.: HV NYLON HAT WASHER I @ OR ® N w P I MT ON I I 4� PE-1 OR HV WHEEL CARRIAGE AISI 302-303 SERIES I' N 4 I ` I 0.870%3/16" THICK NYLON WHEEL. ' �: ;,i -® i I _u- .��°2. 50' X a! 2 7/8•MIN,p,I ..: I.W WINDOW 0 188 0 AISI 302 SERIES S.S. RIVETS ---}t-- 3110 EAR sEPARAL TKIN I D3. , BETWEEN ... 0625 93.7500' ® HV�1 3/4 ACCORDION PIN W/ �'8 HEAD * EXTERIOR ..r L OPENIINGS N 53/4 0625"2 3/4 ACCORDION PIN W/ #8 HEAD �. 41 a7 a i }. j I 21/4 CPOLYCARBONATE IMPACT RESISTANT HVWINDOW141 B-�N TYPICAL BY WINDOW BLADE.. .AND I I i I POLYCARBONATE HV WINDOW DETAIL OOR ® ® or ; }' Nrs1 REWiREMENT9) I OOR ® :` I i J *FOdYCARBONATE IfdPAOT RESISTANT HV WINDOW I i ( _ HAY ER MAKROLON 3103 POLYCARBONATE lI r I RESINS, UV-STABILIZED GRADE OR SABIC * I ! - _.—'" i--- ! TD eunE Bo�T7.��yuE INNOVATIVE PLASTIC LEXAN 103 RESIN �'� I I (a)OR ® I T =• .: (SEE NOTE "F" ON SHEEP 19). I. (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ND o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR ® M ® " j + POLYCARBONATE SOURCES FOR - Hv ® BEAD[. TYPICAL SHUTTER ASSEMBLY ; EXTERIOR m� RCSW N.T.S. pp HV PIN 42 OR(�44�y AT TfFKiL PRROP�Or63 STLO 11RD A Nmrs (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT k E>iEiTLOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 00.324•s BLADE'S KNUCKLE. BLADE WHEN CORRESPONDING TO INSTALLATION "l l", SHEET 7. (SEE NOTE#FOR svEcmc we r ASTu D7ez Doti ro! aou ro/d = - ® REQUIREMENTS) 1RT,neNF�l+ I TEN9LE SJI SN+ENGTH A3IY oeSB &Aaa Psi 9,Sa0 paJ. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER fl' I i ' eF DC AL sRO cn AT nF o Asnu D7ao 12- —1. 11— Ps-L ilEX1.WAL M000LU3 AM,DM J40.000 P.al. a43,W0 pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8? SHEET ® "` { i j I Nmafm UM AMI o2% I6 17 Fraela ]1 HEEL CARRIAGE DETAIL S1101R DENSITY asf a 02.13 47.2 z x.5 z RAx ASSEMBLY LAYOUT IutE DF eUwvLNG AM oars c-I cuss C-1 CLAss 40f IG wN A501 01G2a ia•a'F 960'F LI61BRItlP ASIY 0155 TENS4E STRENGi AiTER NFAlIOia1G A51N OU 9002 Pc.L Ba10 D+.i. ( HV BLADE SOLID. & �6i HV WINDOW BLADE DETAILS —M EAMMK ASWM 6NN N.T.S. - FLORIDA BUILDING CODE HI h Velpqky Hurricane Zone 1ri111111IpL 02020 TILTECO,INC, 02020 EASTERN METAL SUPPLY, INC. /AF�A 0w;i?..: A v7 A BERTHA HVTM �..'��CENS '•,�-, IL E C ? ��. Accordion Shutter System a ■ ® • H V. MADE 1 W/OR W/O H.V.Wlf OW BADE No.441 7 s� TILUT TESTING & ENGINEERING COMPANY American ShUiter Systems sEy.Nn DESCRIPTION DATE DRAWN BY. M.p *: * �•W WSS N.N.mt.SL,Ste.M.`6RIMA GARDENS.FLORIDA WI& Assoclailon, Inc. I OLD 17-122 /6/202 DATE'.. 7/6/2020 o'• STATE 0 �L // K/ Ph—:(J05)B7I-1530.Fav:(305)671-1531 4268 West Roods Drive 2 tV —ail:Ultmocaoi.com West Palm Beach, FL 33407 1 DRAWING No Az .� Gt-0006719 Phone: 800 432-2204 . Fa•: 561 209-8380 20—�6 0 RI� WALTER A 11WT Jn P.E ( ) ( ) 4 A S O'+••� `LyLC�SEAL/SIGNATURE/DATE FLORIDA Ue.0 44167 3 SHEEP Nnnu D 4 OF 20 ® ®°" *-NOTES ON HjY LOCKS...AND..CENTERMATES" 1.MANDATORY CONDIIiON/1:ONE HV LOCK 2�or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 8 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTAUATIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Qjt OR } z� CENTERMA7ES W/(2) 1/4"0-20 x 1/2'LONG FAT HEAD S.S. M.& LOCATION OF LOCK SHALL BE AS INDICATED ON 111 C'.r""" TYPICAL SHUTTER ELEVATION. \ ......... ........ 2 �Elzir CONDITION T"' - .• E7.4OTIONS, TWO HV LOCKS . OR 'Ok ONE HV LOCK OR W/TNO LOCKING RODS AT TOP & BOTTOM SHALL BE' SE F ANY SPAN AND IN AI LATIO Af ANY ELEVATION. HV LOCK(a OR @ SHALL BE ATTACHED TO OR CENTERMATES W/SAME SPECIFICATIONS AS PER i MANDATORY CONDMON $1, LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. q�. 3. j;.IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP 1-0 TWO HV II L LOCKS q5 qp OR §MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES U ,�• OR SHALL BE AS INDICATED ON NOTE 1 ABOVE 'EI - "' LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. v 4. B all I Hn r.. LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY $y�1 all I BE USED IF W/1W0 H.V. LOCKS): E USED IF DESIRED TO ENHANCE SHUTTER PERFO MANGE. LOCKING RODS�OR AN ALTERNATIVE DEVICE ql$ xDc-xvc gas , ; —•.N�, - MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). {{�( MANDATORY CONORION h:ONE FIV LOCK�y r SHALL BE USED AT CORNER CENTERMATES FOR ANY SPEW O - AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. t ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20'x 1/2"LONG RAT HEAD S.S.M.S.TWO LOCKING RODS ... � 87 3$ AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. tS6 iV MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 9 FUD-xYp / ) a os '• ONE ALTERNATE HV'LOCK MAY BEUSEOIN�UEUOF HV LOCK or FOR AYY SPAN ANO 7�NT TIONSAT ANYELEVATIONS.TSHOWN SETIONKS AT 1/3 OF SHUTTER SPAN. ( 1 + 111 7• ONE HV LOCK or or SHALL BE SEE END --d ) USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION "., TO 96,AND FOR iNSTALAT,ONS AT ANY ELEVATION.HV LOCK @'or 0 or @ MAY BE USED AS AN INSIDE OR DETAILS ON O -r [ N t �J ( t w S i v ® SYMMETRICAL CENTERMATES W O g v �W .1c OUTSIDE LOCK,ATTACHED 70 or SHEETS 10 /(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. 18 TYP. FULL M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(-W/ HEIGHT. I `7 OF CORNER OR !�j TOP AND BOTTOM IS COMPLETELY MANDATORY. —'--.................... ..._.. CENTERMATE *NOTES ON HT717LOCKS7 8 10 31ax 1 t. 0•105 " •13 w 1C7�+1�S crt ONE ALTERNATE HV'T"LOCK Q MAY BE INS n m IN LIEU OF HV LOCKS a OR *FOR ANY SPAN AND I STALLATION AT ANY ELEVATION.ALT NATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ©` 70 ,1 �m^ Y�y T 8io OF LOCK 0 INCLUDES USING REINFORCING LOCK ,AS SHOWN ON SECTION HOG,SHEET 9,WHICH MUST BE \J @J CONNECTED TO CENTERMATES @ AND @ W/ 1/4"6-20 x 1 1/2'LONG S.S.THRE-DED BOLT W/7/8'0 x 3/32" n WINGNUT OR W i 4"6-20xl"S.S.M.S. INTO A 1 4"tax 5 B"RNNUT. OCK MAY BE INSTAILED,AT MIDSPAN OR 12" �.yJaaC-I�ga4U.�jjaa / / / /. � a ®'_C9 @_01�.@ 09 5�) *NOTES ON HD LOCKS & CENTERMATES' 1. UEU TYPICAL (1) HV BLADE SHUTTER ELEVATION W LocKs OR FOR ANY SPAN AND INSTALLATIONS AT ANY NELEVATION.ALTERNATE HOE ALTERNATE HD LOCK®MAYBE MAYcBENUSED OF N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 3V1 TO V IS W/3#8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT.INSERT�AS SHOWN ON SECTIONS HDB- AND DC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF LOCKING RODS M IS COMPLETELY OPTIONAL -- FLORIDA BUILDING CODE. i h Valoe Hurecane Lono ® 0 1LEc0,INC. \\\\IIIIIIIIII Illlt 202 TT 02020 EASTERN METAL SUPPLY,INC. P 1,44<r; BERTHA HVTM ..�'-S. 71 -EG O ia�. Accordion Shutter System r _ ■ w, • Rv. BLADE#1 W/oR W/o. V.WWW RAM _n No.44 6f~�" � Amertcan Shutter Systems Rear: DESCRIPTION ualc p AWN 9y: y,p TILUT TESTING & ENGINEERING COMPANY Assoclatlon, Inc. I OLD 17-122 /6/202 DATE: 7/6/2e2D _*: T;• vacs h av( Fax :(305S.1-153.ails 4268 West Roads Drive o' STATE F Rhona:(305)871-1510.Fax:(306)97t-15a1 2 5 •, a—rna I:L'�ta<a6wi com West Polm Beach, FL 33407 a DRAWING No y/per, F/DPI P_,� p-ODO6719 Phone: (800)432-2204 . Fax: (561)209-8380 - ZOO 1 G9 �C WALTER A TILLIT Jr.P.E 4 °�/.,.SNNA � �� /SIGNATURE/DATE FLORIUA Uc.0 44167 6 5 SHEET OF 20 POURED CONCRETE POURED OR CONCRETE BLOCK PoUR[D-� CONCRETE-T CONCRETE ANCHORS REQUIRED 1-.1/4'0-20x3/4'S.S. CONCRETE REQUIRED REQUIRED CONCRETE ANCHORS MACHINE SCREWS ..CONCRETE ANCHORS „CSC 3EDULE ON (SEE SCHEDULES ON W/1/4-20 I�!' (SEE SCHEDULE ON SHEET 13) '.. I /�SHEETS 13&14A) NUTS®12"D.C. OR 14 _:` ... I-Min 1/4'0-20x3I4'S.S. � n...i CF)$ r EQ-+-EQ; MACHINE SCREWS i/ / E I ) .I I USING 1 '-20 NUTS J/7'''' - Q . 6 12"D.C. ! 1/ 2 � � TY .'I9 E D.• ../ 1. .. 250'Max. I w )3 OR 15 F .,.... �\ 2S..Max. Y�G'D'• Max. .t OPTIONAL i I .I I• €' i—� I I KN.SEPARATION � OPTIONAL 'II ro GIlSS(SEE w -I .. .. MIN.SEPARATION a SCHtDUtE ON TO GLASS .. 11 FCR HARE 1�D ,:-.� ' }. -_ .. . i 1')OR ® .. I (SEE SCHEDULE ON .....". ' EXISTING ON 9�C7 19 , `'•' MIN.SEPARATION EXISTING) SHEET tl) w `,_._...... , IX150NG I GLASS GLASS (SEE SCHEDULE ON'GLA55: S 0& I (.. ._. _.... ... SHEET 11) 1 ' `__._._._.___- C HV WALL HEADER INSTALLATION DA HV-WALL HEADER INSTAL ABON - - - o BCj HV WALL.HEADER- INT(L♦L ION EXISTING ... EXISTING GLASS-i --.....__ _..._ SS]®Cl_ r I ' �;\OR �� : .. ...... MIN.SEPARATION ro CASS S¢ I - � IXISANC ro ED L � II _ GLASS -� (SEE SCHEDULE ON" , 111 FOR BADE 1,lAo I h MIN.SEPARATION i I I SHEET 11) CLASS BLADES 1&j�R [�( (SEE SCHEDULE ON""" SHEET 11) d� ��-OPTIONAL FLiyi p Fj ::///� I�OPTIONAL Il�1/4'Max 6 E.f3 IE. D.+ / 1 3 ©5 V71� -�oRJ �'2 'P U4'S.S... !: EQ- EQ LLIPSTR SS HEAD = i' 1/4"0-20x3/4"S.S.PHILLIPS ( �- MACHINE SCREWS USING f n- CUICRETE ANCHORS (....TRUSS„FAO MACHINE SCREWS -+ ....-•! `--CONCRETE.ANCHORS _; QoRI$ t' 1/4"-20 NUTS® 12'O.C. '•- i--(SEE SCHEDULES ON yT POURED CONCRETE._.1� (SEE SCHEDULES ON = L9n.� POURED CONCRETE--` SHEETS 13& 14A) /1/4"-2D NUTS a 12�O.C. SHEETS 13& 14A) t OR CONCRETE BLOCK OR CONCRETE BLOCK O •-'-' --' ' V HV WALL SILL INSTALLATION WALL REQUIRED L '„QCNCRETE ANCHORS REQUIRED D PIV WALL SILL INSTALLATION ' (SEE SC 13& 1 ) -- POURED CONCRETE SHEETS 13& 14A)OR CONCRETE BLOCK WAIL REQUIRED ECj HV WALL SILL INSTALLATION AT!n_u I- E SHEET 4 FOR PI 9 SHUTTER .INSTALLATION DETAILS Wf i- SEE SHEET 4 FOR TYPICAL SHUTTER +E.O. EDGE DISTANCE ♦ u`'ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) SEE LIMRATIONS OF USE FOR �£W� .n y BLADE 2-MOUNTING SECTIONS CAN BE COMOINED BLADE lA ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. .._... . fLORIDA BUILDING CODE H' h Velocity Hurricane Zone (I�illl C1�2 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ;,•�P' ,,."... ,/r BERTHA HVTM �:• ��cEN F .9� IL ECO,w�. Accordion Shutter System ■ w • • Kv. aaDE g1 w/DR w o RV WNDON BADE �J.. N0.44 6 - TILLIT TESTING & ENGINEERING COMPANY Amerlcen Shutter Systems ——— aE6CR�fION .DATE DRAWN eY., M•v- �_1c 6333 KW.3Eth.S4,Me.3G3.NRG--nZNS.Rfl'iIIN Mlii Association, Inc. I DID 17-122 /6/20 DATC 716/202D Phone: 305 4268 West Roads Drive DRAWING No °'• STATE F ( )871 6;d�itec'oBaa�a(305)871-13JI West Palm Beach, FL 33407 2 '�4' FCORI F ma�0006719 Phone: (800)432-2204 . Fox: (561)209-8380 3 20-169 /E�•.. WALTER A rUJT Jr.P.E. 4 /ONA 1� EAL/SIGNATURE/DATE FLORIDA Lic.B 44167 5 SHEET 1111110 6 6 of 20 _............................._._... POURED CONCRETE ANCHORS CONCRETE 1—(SEE SCHEDULE ON SHEET 13) REQUIRED '�GLASS 1 T .--_-L1�OR •ON ..T ac •r EDGE.OF 11 I'm HIDE(, 4y rn SLAB/F ON SILM Ism i / _, APPLICABLE E)OSTING ' �GzAss Cl r EXISTING i•(S¢y7 wtu Owr ,eT� �ANCIiOR 'i 110x3/4'HEXCLASS— \ ( t) .. 11 _ ✓ xs ' HEAD 2 r LOCATION TEK SCRLLWS 0 ' I n { E 1.5..^ i 3/6 uM.. 12 D.C. EXISTING {�{ ;,-:CONCRETE ANCHORS I �� ... (SEE SCHEDULE ON ) GLASS .J.• — t �,..t'[ SHEET 13) - -C XISi1NC r 1li. ��: EDGE OF CUSS--Ii EDGE OF ,{ '.�'.. L EOCE OF i /SAB IF L "� / I 1/2 1 / EDGE OF 'SLAB IF •..�. �APPLICABLE t4K SfPIRGlvl1 APPLICABLE IF APPLICABLE �MME CAI !! APPLICABLE 1 �A 11 RR aALE 1_ W .._.. i tli SfEi tospt� . Ax ,(1�?OR l�♦ WNCftRE7DE�, �:_ _. �� W4C4ET�E.� ,i_"QED.'__ REQUIRED E D.�----1 �__ ..-E.D. REQUIRED POURED fi ZFLAT HEAD CONCRETE ANCHORS FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) �REQUIR D (SEE SCHEDULE ON SHEET 14) �i HV CEILING INSTALLATION IQI HV FLOOR INSTALLATION. t Q HV WALK,-OVER INSTALLATIQN, I1 TRENCH INSTALLATION VA(JO ONLY FOR UP TO+70. -75 PSF A.S.D. DESIGN PRESSURE RATING&FOR SPANS PER _.- SCHEDULESHEET 11 I m i(1 1 �.. (SEE CONCRETE ANCHORS (>tE s°°'mmc L' tD(ISKNG ,. --:�._ ( 4 LES CN .� MIN:SEPARATON SHFEIB c& f<A I EXIISTINGLAS al¢ tl ClASS `- TO GLASS a EXISTING ) Ems,-)p __:.,-._..._ h ...... ...... (11-, (SEE SCHEDULE ON I "•----•. CLASS�T MIN SEPARATION jtnuus �' SHEET 11) I i MSC, O LASS 7 4• r--(SEE SCHEDULE 0i. i 1/4'0 RWW LULLD THPaw al I _ I iti t t �� SHEET I1) I I i VFPni�4/AAN7)ORS NMAX {. —7�3)v OR Q T t.. i�l ' /wtASHER HEAD ' � UP ID 6 AND TEK SCREWS O.C.FDR SPANS V.24T:T.YIN+ pA f K,SCR W HEX HEAD yy {i B� �. ® 12'O.0 '`f' ,tj} ('tY)(SEE lVER1'FISRTR.A IEFO ' -01 UP To V-01 MAX OR SCREWS®S. 0C. - i 3 I /t ✓ (i NOIE �� _ OR 1/4b UT S.S.M.S. CONCRETE ANCHORS o I. ' tO �/ r"#14x3/4'S.D.S. 1 I j UN7�iARnOrE01 C7" { 3 ' MAX. t 3� 1 .ti W/NUT 6 9 D.C. , /—(SEE SCHEDULE ON n 1 41 - m 9"0.C. /...:: i�{. 1/4... i# SEALANT r I` _..._ °� i �I r � ._ ,f/ 17 ® ... I t� t f.1�t/t m zoa/a•ss us % .......'� d T USWG 1/4'm-20 NU:S ,{ < taxi<'F.H.S.D.S. !I 0 12 c.c CONCRETE ADICHGRS 'SEE NOTE 13(b) i / , 0 9`O.C. ` ! OR CON CONCRETE K (SEE SCHEDULES ) ON SHEEP 1 * x 2 00 M N. �'WWAA1LLit TRIM{CECORAT�A'-_" OR CONCRETE BLOCK SHEETS i3 h 14A) Z "'SEE NOTE i.(bJ REQUIRED POURED CONCRETE—� ON SHEET 6RL) OPTIONAL—( POURED - --EDGE OF O HV WALL..FLOOR fNSTALLATION. OR CONCRETE BLOCK ��,�caNCREIE CONCRETE - SLAB IF `J REQUIRED REOOIRm RECVIRED APPLICABLE HV RAINGUARD INSTALLATION t CL� HV WALL WALK-OVER INSTALLATION MO KLYSTONE MOUNTING INSTALL ATION NOTE G BINATION_Qf BECKONS: - �� t+A%Ii!U4 ASO.DESIGN PR!}SiR6;�e¢,_7z pmr * THIS INSTALLATION SHAH BE - MAXINUH SHUTTER SPAN 8'-D' E. E m EDGE nONS ON ,.I.N.STALLATION. DETAILS W/ T HV BLADE 1-SEE SHEET 4 FOR TYPICAL SHUTTER REMOVABLE WHEN PERFORMED ♦ SEE TONS OF USE FOR ASSEMBLY (SEE SPECIF<C4710N5 ON SHEET 13) ADJACENT TO AN^FERAB(.E EX[T BLADE di ON SHEET 79 2- MOUNTING SECTIONS CW4 BE COMBINED OR ENTRANCE FLORIDA BUILDING CODE Nth Velocity HurTiccne Zone IN ANl'WAY TO SUIT ANY I—A,_LATI0N. -' i{11iu 62020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. IL ENI F" '�'- E C 7P INS. A Accordion.Shutter System _ >. ® • s KV. MADE#1 W/DR W/O KV. WINDOW MADE N0,44 6 a TIWT TESTING & ENGINEERING COMPANY American Shutter Systems RLKNm ObCR070N DATE DRAT i By u,p +% * DSY3 WIA.3St SL,SU.303,W'RGW'A GARoVAS,TLOMMA MIGI Association, Inc. 1 OLD 17-M 7/6/202C PATE: 7/6/2020 o'•, STATE F Ph—:(305)871-1530.Fax:(305)871-1531 4268 Wes:Roads ON- 2 y 9 a-P,on:ante as mm Wes:PCIM Beach, FL 33407 DRAWING No ' C4-o006779 Phone: (800)432-2204 Fax: (561)209-8380 ... WAITER A 0067 Jr.P.E. < 20-169 /SIGNATURE/DATE FLORIDA Uc,i 44167 -1 - SHEET 7 a J 0 20 SEE NOTES ON LOCKING RODS(D,HV LOCKS OU7 90 I N 'f EXISTING GLASS INSTALLATIONS. W_;j HV AND ALTERNATE HV LOCK®ON SHEET S. **BLADE SLACK DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENT)WTES APPUCAnON WITH BLADED 80�10«Uw OR ..SEE END WALL CONNECTION ®°R©'®°R IXISiNGGLASS DETAILS ON SHEETS 70 1l 1S" , ©•O] +®m©«O«®on , 2•.r.1/8•.0•-2' 3.1/4...:m:.a... r —— --— 6 ,/z• .... 7 _:,....- -._. (6083-T6 ALLOY)PLUM. ..«. ._......-_......... ANGLE w/(2)tµo TAPCON OPPOSING. f -•--- .---.. SYMMETRYCAL ANCHORS TO CONCRETE i/2• ®«®7 (TOP/so M)&_, ; I ; CENTER MATES CENTERMATES. (4)JlOx,/2"S.M.S.TTC TUBE 810.30C•FULL LENG12- "W HV.L Of MIN, SEPARATION AT EACH ANGLE(TYP) 1 j' j ( W-/ HV LOCK or 2� (SEE SCHEDULE ON I, �1 5 :-"`�, l J' � " * 35*. _,IN \.7 1 .t..71 3 SHEET„) 3 I I - — -- -- - -....:Y- I T/z' ® 1 i I ® 3 m --- _ OUT *. ®°P© �°P HVA ® ® °" HVQ HVB ©°®cR©'OO �® IO A©� S POURED CONCRETE OR IXISTIhG GLASS ' CONCRETE BLOCK WALL EXCISTING *©�'�,®RR©•��+ �" i I SYMMETRICAL ————— 6 • • s • —.� —..._— +1 -" GLASSY �� v... I N � O« MIN.SEPARATION / f v ®•®�©9+®�t�•OSoxO9 IXISTN CENTERMATES 5 6� �� ©.� © � O © To cLa s Jc L-`1''— -------J cuss _ , 8�1 + 8oR 8 • 06 < p''IN �.: W V OCK * 1 OPTIONAL (SEE SCHEDULE ON `y ( E: SEPARATION * I ' 1 (INTERIOR) I O'®°q ��'1®•�$wO SHEET 12) - To cuss ® I 3 oPnoNAL " _ =7....... .� (SEE SCHEDULE ..I N ON SHEET I i) a _ (INTERIOR) F OUT -- — — •'i 3.. VARIES f I i 9� C�..._..........._. O U T 6 1 2 MAX.SLACK OU 1 'q� 1`-f.ti.'1t (EXTERIOR) HVE /.HVF** .....� HVD FLORIDA BUILDING CODE H• h.Velocity Hurricane Zone `\`A`��t�Tilhllll t`IT,/// 02020 TILTECO, INC. 02020 wrERN METAL SUPPLY, INC. A. �i - — BERTHA HVTM EN 9 - A� � '�/A� Accordion Shutter System No.44 8 Hv BLADE#1 w/OR W/O KV. WINDOW BADE ' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.N. DESCRIPTION DATE DRAWN BY: v.p * * 6333 H.W.]BN,R.Ste..TM.NRCnOA GOROEN6,FlDRIOA]]t Association, Inc. 1 OLD 17-122 /6/202 DATE: 7/5/2020 o'• STATE F �� Ph...:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 y�Q F� j e maa:D aeo49oal.com West Palm Beach, FL 33407 3 DRAWING No q �C^••• ORI CA-0006719 Phone: (600)432-2204 . Fax: (561)209-8380 20-1 b'9 (` •• ... WALTER A TILLR Jr.P.E. 4 �sEAL/SIGNATURE/DATE FLORIDA U..6 44167 5 SHEET 6 8 OF 0 ALTERNATE INSTALLATION WjHV " " LQQ5 S& HV A E`.F E LOCKS_CE TE j CKE 5 nj HV BLADE SEE END CONNECTION DETAILS ON SNEETS 10 h 18 INSTALLATION (1) HV BLADE oUT IN DFDE0SI WAIL NW,INDICATED CN SHEET 8, W/ HD CENTERMATES its i� mo 0 o b�o ®� WELL As �„aa BLADE® ,�N0D-Rm.. 4 6. 7 4 8 10• INSIGTED ON THIS sRIC IUv aE ITHIS SHIN., ALTIANA SEE END WALL CONNECTION IasruunoN.cErA�L Inc-sROau..IN THIS SHEET., DETAILS ON SftEETS 10 k te� ,raxoa � avmmE .' I I OaPARmTou)a --------------------- _--...------------------- (CPOaN'U N)B,o.,ry•sxs ra ru fl—ff sys.0 12' -"'- h --- -- 0t.rv1L UONI:f. I AT Cv31 aura Ow>i. 30*HV "T" IN P� N. IN ( Nv � i ro /� -. I $ ( 3 jOLOCK (INSIDE) TL/ ;. . ";Ps ^�n FINs(rP)I ,1 f � -----Ak ---- — — — - —e — — — I I ® it $: i- 1�. 29 .:: 2 '... l.... r-(Tj CJ .......,. V 1J OUT 31 OR 32 3 31 OR 2 31 oa iZ. 31 oa®2 * �... -1/4" 0-20 x 1 1/2" S.S.M.S. 'I 35--- oPno SEE NOTE 8 FOR HV LOCK® W/ 7/8"0 x 3/32" WINGNUT. (oPnawL)HDB-HVB BUT ( � }j(1C-HVC T LOC7(,ON SKEET S. ©0 HV "T" LOCK (OUTSIDE)-`` SYMMETRICAL.HO....CENTERMATES, $]_,.MMETRICAL HD CENTEBMATES a.V,81UN Ca* W/-S " LOCK (EMR,IQR f SERSs stu V L Q�K:INTERIOR (2a24—T3 idol)LUGE"GS11E TNM AS W NV1SERf,PART/D82o. AS wRN.PA SMm BY AVN' C1ffaM 1Exmra,PAR564ENY,NEN JERSE7O.O mas,OR mwu. 6 7 6•77• .:b SFE tw,acw«c asok to®LOOM;at S s `--{ 3 ��....Q c--1 O s(D 1`*wmuw nn.+wc aac® AI—Av——Mu (!carat Roo-Nvo rs *va.p row aI.aN1LUItac ) HDD_HVDi* FLOATING.STACK FLORIDA BUILDING CODE &h Velocity. Hurricane Zone) li 111 0 lrgr 2020 TILTECO,INC. 02020 EASTERN NE7AL SUPPLY• INC. ,,.., t BERTHA HVTM ��? �\CEN Accordion Shutter System _a _ E 6�,n ■ ■ ■ ■ H V. BADE#1 W/OR W/O HV.WOW RUDE r N0.44, 6 TIWT TESTING ac ENGINEERING COMPANY American Shutter Systems REV.Ne DESCRW710H - DATE DRAWN sr: II.P ...... _ OW N.W.3BN.St,Ste.303,VAMA GxRoa4s,FLGRIGA MI6 AmeOCtatlefl, Inc. 't OLD 17-122 /8/20 DATE: _.7/B/2020 = o' STATE F Phone:(305)871-1530.Foe:(303)871-153I 4268 West Roads Drive x e-mall:htt DRAMlING No ccoOaoI.— West Palm Deaoh, FL 33407 .�`''•. I RI �� CA-0008718 Phone: (800)432-2204 • Fax: (561)209-8380 3 - 20-169 WAITER A.TILLR Jr,P.E. 4 q�iy2S4 �% B�SEAL/SIGNATURE/DATE FLORIDA UG.g 44167 5 SHEET 6 9 OF 20 RED NCRETE RED ETE POU ED RED ETE CONRCRETE OBOCKEWALL _. ... ORUCONCCRETEE - .��.ORUCONCRETER ORUCONCRETE REQUIRED . J ....__ - p J, REQUIRED f• BLOCK WALL REQUIRED f -^-J BLOCK WALL REQUIRED "' BLOCK WALL REQUIRED EXISTING GLASS ! , .. CONCRETE ANCHOR EXISTING GLASS ��NG GLA55 e,16'O.C. —_ MN.SEPARATION -2•MIN. EXISTING GLASS 2'MIN.. :,. _I.�_ .. TO LASS(SEE .-r'.-i' MN.SEPARATION 'Y` --� —I— 1 .. 90E7%11.E aJ SHEET MIN.SEPARATION MN.SEPARATION EQ EQ GLASS(5g _.. 11 FOR 3-1(,D i TO GASS(SEE J�) I�' I: I SCHEDULE ON�aVD 1/16 3 AdA7C.:;:.-...,` _. O& 3 ' SCHEDULE ON SHEET s �ON SHEET s(� GLADES n FOR BADE maw m . ... ON SHFET 19 FOR (6065 T6)CONT. .. ON 5}EET 19 - 111 FOR SCHEDULE (LOCATE AT t ...'RADES M&d ALUM.CLOSER Ell 1/9- A ON 9 S CD 19 9 FOR . EITHER SIDE :.... PLATE. (LOCATE 1/2' I , BIAOES(p& OF Q) AT E3THER 510E MIN 1 I ! OF _.-__.: 1/2•S.M.S.." ' - (AS 1' AB E)MAX. Ox1/z"S.Ms. .. I' I. AL INUM CUP)AN"xi/B'x0'-2• r . ._—_-- ® 16'O.C. .� �' � ALUMINUM CUP ANGLE ---- ®16'O.C. I. - '—_-- - , 4 !; (6063-T6 ALLOY)AT MIDHEIGHT^,r _ / �. (1)810x1/2 S.M.S.TO0@ /•5` J `�„J' _- .-i -„•,,•- (2)1/4"0 TAPCONS ANCHORS TO \ t < SEE DETAIL X FO `J� WALL AT 1'O.C.(LOCATE AT _�- SIDE CONNECTION ClJ OR EITHER SIDE OF®) f l Cf)OR i t OR ® SEE DETAIL X FOR OR TO TRACKS i SIDE CONNECTION 6•7 B SEE DETA;L X FOR. f 4.1J ( o a 6 2 o,(aJA •�o, La. ��O OwO��•�� SIDE CONNECTION ' / �To TRAcus •®'®• °'®• °'70 TO TRACKS 7 �•®a�.�„©.�„ ®•gym©•®a0•©�' �•®w�'®'®'�" ®•�a�-��®•Q�4 END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL ........... JJ�' POURED CONCRETE OR •REQUIREDONLY FOR SPANS GREATER THAN r--EXISTING REQUIRED t _4 `( �E%ISTNC GLASS "�y BLOCK WALL J / d MN. iPARATION �� /2'S N.53 ASV. .ASS(SEE TO CLASS(SEE 9 15 ff.`C. TOSCHEDULE ON SHEET SCHEDULE ON SHEET G'.A_6(SEE Y ,'y J=--= -- I�.y =---_-----� - -T 1 BADEm I CONCRETE 1/2'MIN. I �PDEQ j .,,, -'"�� _ ,.) L`�ORGCROOR ! ON SHEET 19 FOR ,r'j ANCHOR 0--. I- ! ON SHEET 19 FOR r- / -i � - OR t 3 OR t OR t OR t ~ coancroa...� BLmEsp&Qj 12'Q.D. 1 J } EnADEs©& .4 i WI Q.C. ... r ? _MIN, - _.___— j EA.. _ OR�ORO OR 2-MIN. ) �,•'�2•NIN ♦ SEE UMRATIONS OF USE FOR J BLADE A ON SHEET 19 � O t cR@oR 1®DR t� VIEW Y f a512 f 1 OR lj]�. PLAN OR(0 J ®��sm U O O TAIL X;�OR � � ©•7 a a a10•(3ja POURED CONCRETE OR 0^'6-&0-06-lp• a 10•��•�w©.�u CONCRETE BLOCK WALL ,D•®„©•®„©• „ ©.n.@-(D-70 „ END STALLATION REQUIRED �....._... . J)HV BLADE OR WINDOW BLADE INTO CONCRETE OR. CONCRETE BLOCK WALL END CONNECTION DETAIL(5� ® ®�® a� 1 a0a© �� _END CONNECTION DETAIL® -0- FLORIDA BUILDING.CQDE H Velocl Hurricane Zone) `````•,.,{II+ R)(C77A'/', 02020 TILTECO,INC. .., 62020 EASTERN METAL SUPPLY,INC. BERTHA HV,'M —�-LI L E C 49 -- ,�.S.S.�. Accordion Shutter System tLv. BLADE#t W/oR W/o RV..WW W BLADE n ND.41.165 _ American Shutter Systems pEY.No DESCR PTION GATE DRAWN BYt Y.P TILLIT TESTING & ENGINEERING COMPANY Association, Inc. oLD,7-,zz 6]SS N.w.'Em.sL,s"3es,vum"CrFOQIs,L,DPodt 331 /6/202 OATS 7/0/2020 a' STA OF �Q Phone:(305)871-1530.Fax:(30S)871-153f 4268 WDst Roads Drive 2 DRAWING No e-mot:utte-e-Lccm West Palm Beach, FL 33407 i��• [1..••��w� CA-000671H 3 L�� 6p 1e•• WALTER A.TILDr Jr.P.E. Phone: (800)432-2204. Fox: (561)209-8380 4 - .7 SIGNATURE/DATE FLORIDA U�.Y e4167 5_ 1G E- 20 8 ...............,............................................ SCHEDULE 91 SCHEDULE #2 SCHEDULE ULE 7k4 :NOTES: .............. (1)L+:MAXIMUM ALLOWABLE SPAN FOR MAXIMUM SHUTTER SPAN*1L+" OR "L-" (ft.) MAXIMUM SHUTTER SPAN* ;AAXIMUM SHUTTER SPAN*"L+ I*RW UTTER SPAN*"L+" GIVEN POSITIVE AS.D. DESIGN PRESSURE 4 SEPARATION TO GLASS REQUIREMENTS. FOR INSTALLATIONS W/ �,, "L+" OR "L-" (ft.)_FOR R "L-".(ft.) INSTALLATIONS R INSTALLATIONS. RATING. //�� INSTALLATIONS Y,' W L-'MAX.ALLOWABLE SPAN FOR A GIVEN (1)SEE BELOW FOR MINIMUM SEPARATION TO SENgBld9IE5 �y & ®pr ' Or W/ ONE / N NEGATIVE AS.D. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN HV LOCK®or or® ar HD LOCK W/ ' CENTERM.ATES, 2 -& & W/TWO HV OR ONE HV LOCKS THE FIRST 30'-0"ELEVATION OF BUILDING NO LOCKING R00�®OR CENTERMATES & ONE HV LOCK tOR OR LOCKS OR TWO / NO LOCKING (2)PROCEDURE TO DETERMNE kAXIMUMMEASURED AT BOTTOM OF SMIiTTER. W ONE HV LOCK / OCKING RODS / ,ODSPAN FOR tYALL MOJ:"JDNGS OR / ® W/ 'WO LOCKING RODS OR W NO OCKING' ®TOP SOTTO, FLOOR/CEILING: TOP & BOTTOM ♦ SEE NOTES t•t'� RODS ♦(SEE NOTES t,t'� / ONE HV LOCK® OR © MGUNRNc 1 (2)MINIMUM SEPARATION TO GLASS FOR SHUTTERS ® +( R ♦ SEE NOTES ;'t'6 SHEET 7) a : GIVEN A POSITIVE A-S.D.DESIGN FRESSUR .NSTALIFD ABOVE 30'-0' ELEVATION OF BUILDING, uaawu - CONCRETE - RATING,DETERMINE MAXIMUM SPAN'L+' MEASURED AT BOTTOM OF SHUTTER IS "MAt D. FWfWu4 ... AkvAp pt CONCRETE&W000 'FROM SCHEDULE. AzO. CONCRETE&WOOD INSTALLATIONS O 4S.0. INSTALLATIONS O AS.O. 111T6Y DtvcR vestm INSTALLA710NS.O IxsKm NATALLl.TIONS GIVEN A NEGATIVE A.S.D.MINEDESIGNM FLOOR CEILING PRFS'ursE WALL MCUNTI JGS PRES.R>riE - P� I7nNa0 I WALL MCUNIINC J PAi1H0 & RnnNc (I_ FLWR/CEttOR MOUNTING SPANPRES L- RATING,DETERMINE MAXIMUM MOUNRNG t+ _) FLOCR/CER.f!IG 4CUHRNG613) FLOOR/CEIUN6 MWMING (c4sJ OR MINIMUM S TION TO Gji�l- N 1.) (Pxt.) ' (+ _) RJRjv _MWrmnG 'SPAN 1 'FROM SCHEDULE ;SHp}TFM W/ON`�0 K WffHO CICIN ROflS (+ -) ! L+ (14 L-(f) L+ (R) Lr(O !_L"+ ft). ....C (8) :,.. L+ (R) _ l+ (A) I l ft), ..i ANAL MAXIMUM ALLOWABLE SPAN IS EOVA 30 _ 73'-2' 16'-0" 13-2" ':';1g 0 30 12 3 74-9" 30 13 7 16'-0" 30 iJ'=2'- i6'=p TO THE MINIMUM DETERMINED SPAN SHUTTER INSTALLATION W/ INSTALLATION W/ .. ..... ...._ ' BETWEEN"L+"AND 'L-•, 35 12-6• 19 10" 12. 8" 14 10• 35 11 9 13 8' 35 12•-T 15'-T 35,.., 12.r_8_ 19 10""' SPANMMMEfRICAL OPPOSING _ _ __ CENTERMATES CENTERMATES.. 40 _ 12'-3" 13 10 12-3" 13 70• 40 11 4 - to-9' 40 12'-2' 15'-2" 40__ 12-3" 13 10"- (J) PROC..OU4-e TO vE'ERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN 105" ...45 _ 11 I1' 13-7• 1I-1 1' 13'-1' 45 .. 11'-1' 12-0' 45 11 9" 14'-3' 45 11 11 13-Y., W�W/FLOOR/CEILING MOUNTINGS: OR LESS 3 3/87. 4" SO 11 7 12'-5' 11 7 12'-5 50 _..10'-8' 1T 5 50 - - it 6 13'-7' 50 11-7' 12'-5'... _. 11 10_. 55 10 6 - 10 11' S5 11'-3' 12'-11" 55 11'-2". 11 10".I FOR A GIVEN POSITIVE A.S.D.OESICN ALLOWED 3 7/8's 4" .._., .__ .._._-.. - ... PRESSURE RATING: 60 11'-1' I1'-4' 11'-0' 11 4' 60 10 3" )- 1D'-5' 60 il'-D' 12'-4' - 60__ 10'-2' 10'-1.L'. _ -" DETERMINE 65 10'-10' 10-10' 70 7' f0 10 65 - 10 O - 10-0' 65 - 10'-9" 17 11 fi5... 9'-5 - 1p t"'" /2"FOR HD LOCK OR_-.. _. _ - ..__ _ _._ _ L-�.._ -:. 1+-MAX.Mti(.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HV CEh MA 70 10'-6' 10-6' 10 2' 10 6 70' 9 8 _9-8' 70 i C'-7 11-5" ,70 8'-9' 9rM1':. INSTALLATIONS. ._. ._ .. .... ... .1 _75 10-1' 10 1 9 10 10-t' 7 "_ ._ 5 - 9-4" 9 4 75 -10 4 11'-1" 75 g_g L2+=MAX.SPAN FOR FLOOR/CEN IING MINIMUM SEP N W c DU F- .._...__ _-- MouJnvc INsrAtLAnorJs. 6RAII9SLAS SQHFDUIF'so - 9-iw 6-9" �, ^9 7.- 9 1o• 60 9 o s-a 80 lo'-o' 10-9 �u w----- ^••--y— - - _ SHUT /ONE I ocK&TWO LOCKING RODS 04 6 85 8 9 e 9 85 9'-9" 10 FOR A GIVEN NEGATIVE A.S.D.DESIGN - ONLY TWO LOCKS .._ .. ___. .. _._ __ PRESSURE RATING: 3 90 8 6 8 6 9Q 9'-5' 10 1 DETERMINE: INSTALLATION W INSTALLATION W 8'-9 • 95 9'-2' _ 9 10 Lt-=MA%.SPAN FOR WALL MOUNTING SHUTTER cwuEr(otcAl/ OPPOSING / 100 6'-9• 8 <" 8'--6" 8-9' 100 - A'-1' 8'-1" 100 9'-0" 9-7• INSTALLATIONS. SPAN CENTERMATES CENTERMATES.. 105 6'-7' 7 11 8'-4 ' g 4' 105 7-I1' 7 I1 105 a 9' 9'-4' L2-=MAX.SPAN FOR FLOOR/CEILING iD� 110 5'-4" H-2" 7 11• 110 7 8 7 7 110 8 7' 9'-2' MOUNTING INSTA.U.ATIONS. CR_LESS 3/d"a+ 3 3/16" V MAXIMUM SHUTTER 120 6 2' -3 1 8 0 7 7 115 7 6 r 3 - 115 8'-4".- 8'-... SPAN "ATI S "L FOR FINAL MAXIMUM ALLOWABLE SPAN!S EOU >f05'70-R1AX 120 a 0" 0-11' -; 7 B 7 9 t20 7 4 �LL". 120 8'-2" 8'-9" INSTALLATIONS ItJTO"WOOD TD THE MINIMUM BETWEEN'u+', i.z+', ALLOWED "n 125 T-t0" 6'-8" T-e' T-0' 125 7'-3• T '5'-e' 125 _ e'-0" g'-5- SHALL.BE LIMITED TO 105 "Lt-"AND"Lz-" -- -.. __-_-.- _......._.....- - ss USE 2 15/16"FOR HV?'LOCK W/'® 730 7'-8' _ 6 7'-6' 6 9 1J0 7'-1' i 6'-S' 130 7'-10" e'-1' Paf. DESIGN LOAD. - --._ .._..t —_-__„..-�_ ...___ (4)GO i0 ANCHOR SCHEDULE WITH flNAL USE 4 f/8•FOR HV R•LOCK W/35 735 T-7" 6'-2' T-4• 6'-6' 135 -"6'-11' 6•-5- 13S T-9• T-g• MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENT YATES. t40 7-5' 5'-11• 7 3 6 3 140 6 10 5'-17' .......... URE SPACING.NG To 1'-5' T-3' I-['ISTALeAON ND 150 7'-2' 5'-7' 7'-0' S 1C .__... 15O 6'-7' 5•-7" 150 7'-4" f 7'-0' CONCRETE&RUNSORY 'N000 155 7'-0" 5'-5• 1 60-10' 5'-5' 155 6 6 ; 5"-5' 155 T-2" 6'-9" .,. - 16p e 1 '7 S 1 6 1 t � -- --' H.V. CORNER CEFtiERMATE3 MAY BE 6 160 6 5 _5 - 100 7'-7• 6-7' 165 6 10"� 5 1 � "5 "'_,0 USED AT ALL MOUNTING MS7AL(ATIONS. LOCKING WALL A, B. C, D, E, M.N.0, P,Q.R. 6 8 ...5 4 165 .. 6 3 5 1' l65 r-0' 6'-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L.. S k Y. 170 6 9 _ a 11 8'-7 .-5,2 170 -6'-2'- a 11 _ t70 8'-7f'- 6'-2' MANDATORY CONDITION#2 NOTE#5,SHEET 5. FLOOR/CEILING 175_ _6 7 4 9 _6'-5• 5 0 _ 1I5 - 6'-1' 4.9 ,,.., 175 6'-9" 6'-p' G, H. 1, I1 +- J. T. U, W& X. _ EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR'L-*A4D RVJCIMUM A$.D. MOUNTING 180 6-6' 4-8" 6"-a" 4 10 1g0 6'-0" 4-A" 180 6•-8" 5'-10" + M.. "- --'-- - "-' ""' '" 8,- DESIGN PRESSURE RATING FOR INSTALLATIONS INb CONCRETE OR CONCRETE 186 8'-5' 4 6 6 3 a 9 165 5 i1 4'-6' 185 6'-7" 5'-' 190 �8'-4' 4 5 "-2 a 7 :.., 190 5 10 (....i ,- 190 6'-6" 5 6 1- C SHALL EC CONNECTIONS S TO AS FOLLOWS: 1 ' - - - i- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +84,-72 Ds.f. f 9 T.,F I g LADE 195 E'-3' 4 3 � fi + 4 8 795 5 9 - a'-3' 795 6'-5' S 5' AND 8'-0' SPAN 1\\_i// , I �/ _.. f- ....._— __ 2G0 2 200 5 9 4'-2' 2G0 6'-4' S 3' SEE MOUNTING�M ON SHEET 7. 205 4'-1' e'-O' 4'-3' 2v5 -" 5'-8' '-.. 4'-1• 205 G'-3" 5'-�1" FLORIDA BUILDING CODE (High Veloo4 Hurricane Zone "`L111) 11411" 02020 TILTECO.INC. ®2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM 1�LE G A. ■ ■A■ Accordion Shutter System. No.44 American Shutter Systems BLADE#t w W/O KV WNDOW GLAD` eric Shutt t HV. / / TILLIT TESTING & ENGINEERING COMPANY REVUca' DESCRIPTION - DATE DRANK BY. Y.P St.Sie.:M,AM-GAREIMS.rI.0EN0A'3314 Association, Inc. 1 DLD 17-122. /6/2 02C 'DATE 7/e/2020 o' STATE OF r� Phone (305)871_1530.Fox:(305)671-1531 4268 WJ st Road. Drive 2 DRAWING No �'•, t� a-moil:tti-C.l.— West Palm Beach, FL 33407 � Fl (•'• <ORI r"::yxa�� WPLTER U1T i 3 A Jr.P. 20-169 Phone: (800)432-2204 Fax: (561)209-8380 .. ��j OsS�A ••••• • FLORMie.p 44167 5/SINTURE/DAT iONA SHEET 6 OF 20 MAXIMUM ANCHOR* SPACING find S.HED F FOR A GIVEN MAX. SHUTTER SPAN_ ANCHORS SPACING LEGEND DESIGN NEGATIVE L9AO-AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (BEE MOUNTINGS A.B,G.0 AND F ON SHEET 6) TAPCON WrTH ADVANCED THREAOFORM TECHNOLOGY .....:.. ._ ......., BLUE-TAP . ' POURED CaNCHEIE '-::.. .._.... _ .:.: .. ...... _ _ TAPPER+ A WALL HEAD, MOUNTING WALL HEAD MOUNTING D WALL SELL OUNIING WALL"SILL; OUNRNG C& SPAN 1V _ W/ BQ WALL HEADER MOUNTING .. W, _. I .. - 'IIOUNfIFADER/SILL .. ........, NG (() AS.D.OESIGN NEGATIVE LMD DESIGN NEGATIVE.LOAD, AS.D.DmEmM NEGA LOAD AS.D,DESIGN NEGATIYE_LOAD : 41,01, 11 NECATWEZ LOID.' AS.D.-DERON.NEGATIVE LGAO . 30, 40.,61E 75 ITi 16012 7O 4a. 86.. 75 90 120 160 Z03 30 40„80 75 90;120 180 205 70 40 BO 7S HO'120 180 209 70. 40 00'.75 90 120 160 205 30 40 60 7e 90 120 180 205 14- 12 f0 9 8' 8 '6 6 10 B 8 .6 8. 14. 12 :f0 '.B 6 6' 8 14 12'. 1D .9__B. 0 6 - 16 12 10' 9. 5 6 6..S.S 6 .5 t a '5' B B 7" 3 . 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TILLJT TESTING & ENGINEERING COMPANY s CShutter Inc.ystems REVJta DESCRIFT1ON DATEI:RAWN BY: M,P • 9J53 M.A.34M.St.Ste.SOS,YIRWOA GAPDaLS,ilAf,10A 351 an f - /s/2 DATE. 7/6/292D STATE F : Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 OLD 1T 122 %��• VC -P `� 4-ma0:SBocoOaol.com West Palm Beach, FL 33407 3 -- DRAWING No �'''4CciS„+ ' �'N••'A•,��.` CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4... WALTER A IILUT Jr P.E. 20-169 SIONASEAL/SIGNATURE/DATE FLORIDA Uc.@ 41767 s SHEET . e1 12 OF 20 *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS r 0.'&H ON SHEETS 6.&7) _ .__... 1.A.YCHM 70 SUBSTROOE SHALL BE AS FOLIDWS. .. POOBYD CONCRETE (A) 70 EXISTING POURED CONCREEt(Min.Pc.3 ksi SPAN QWALL SILL MOUNTING ©CEIUNG MOUNTINGNFLOORFLOOR MDUNTING ANCHORS SPACING LEGEND - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEIL(Min.Pe-3 ka) A.S.D.DESIGN NEGATIVE-LOAD _ A.S.D.-DFS16N NEGATIVE LOAD.(pal) AZ JULESIGN:NEGATVE LARD 7. ... ... - -1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Ion.rc=3 ke) "r?� - "" '" . TAPCON WITH ADVANCED - i/4.0t BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(M'in.Ye 2 k6) 30'40 fiD 75': 90 120 160g205 30 r10:;60 75�:80 120 160 205 , 50. 75 90 120 160 205 THRFADFORM TECHNOLOGY - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY _ 14 12 110 9'-'-8 a -6' 93 1a 2 0 _e- e :a 6 5:- ;10 9 :6 6 6- _ - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Min,rc-3 ks) 3-0 _ _ _ _ _ _ _ - - ALL POINTS SOUD-SET ... .. ... _. .10 .8...-8 a 6 6 NOTES: OR 14 12. 10.: 9: B 8 6 6 14 .12 l0 9 B e 6 6; 'od' 9"9" �'a •a a 8- BLUE TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS .....,_„ -9 -8 .._. _... t 3/4',AND FOR BLUE TM W/CAP ANCHORS IS 1 1/2'. 14' 12 YO"9"""B'?H 6 7 14 12 TO -9" 8-'6 8 8-. 10 9 B:'..8 6 6. TAPPER+ 14!12 t0 9. 8 7 5S 35 14 12.10.. 9 .8. 6 ..e 6 . 10 9. :8 8 8 9 -- 10 "9'-".8 8 8 5.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 4'-0' - ::-- -- INTO STUCCO SHALL BE PERMITTED.1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1 2 LONG MINIMUM SHOULD STUCCO EXIST,AND 14. 2 10 9. e e 6 '4 i4 12 10 9 8 8- 6'1S 10, 9... B 6 4....15' /' 14 t2 10 e 6 8 s.45 14 12 10 e tl 6 6 5S.14 f2 10 9 8 8 e 43 j 1 MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 4 75 55 7.5 - 14 12 10 8 6 B 6 5 14" 12 10 "9 8 7 33: 4 4 Al S Di USE iDA " -- -'- -- �L Q5'� QT 1L. A3 IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 5•-0' _ 1- - -.14 12 10. 9 B 5 6..:A3 )ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 '10 9 e 7 4 t4. t2.1l) 9� 8-6.5 5 33 11 12 1. tl'.. 5 3S 3 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR W7THOUT METAL STUDS CONSULT THIS ENGINEER.FOR t4•12 10 9 B 73 45'"=- 14' 12,.t0 9' a -a "6 4.S ff 12 10'"9' a B"-0.5- 75 INSTALLATION INTO Eff5 W!!H METAL STUDS SEE SHEET 28A, 14 72 95 75 83 4.S 14 12 10 9' 8:75 5:9 4:.. 14 72.10 B' B 8.45:3.5 5'_p• - - - _. - .. la 12(10. 9_ a 63`B',3.5 (8) TO EXISTING CONCRETE BLOCK:(AS1N C-90) t4.'12 t0 9 73'55 7 14 '12'iO 8.5 7 65 4 3'14 12!.s 6.5'5.5 4 '3 - - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14' 12 .10. 9 a' 6...- - 14. 12 '.f0 9...8. 85. 3 3.75 14 12 ..to &3 ..ILA 5 .4. - - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SFEGN.TY COMPANY. 14 12 8 65 5.s 3 - - t4 72 f0 9 a 65 4.2, J3'.. 14. 72 10 e 7 5 3.5- 3 - 1/4'0 BWE TAP CONCRETE ANCHORS W/CM AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. - - - 14.= 12 10 9.. 75 SS 4 3. 7-0' 14 f2 t0_ .e..;95 4..' 14 12 9 7.5 a 45 35 -....14�7a5 7 D.3 4S 35. - 1/4.0 TAPPER,ANCHORS AS MANUFACTURED BY DEWALT,ING,AND DISTRIBUTED BY ALL POINTS SCREW.SOLT&SPECIALTY COMPANY OR ANY 14 12-1to &5.7 a - - 14 12 10 7.-78 4.5,4 - 14'.10.5"9- Z 73 45 _.._.: OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 7 ii 7 SS 45.- --_ t4-,12 70 9..:7.5 &5 4' - 11:12 9 7_:8' 4S.,3 NOTES: - 14'' 12 10 8 6.5 5 3.5 - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON WITH 14 2 a5,7 &5t a - li' t2 8 s.s s5 "4' ]" 2S 9.5 a' 's'- 4. ] ADVANCED THREADFORM TECHNOLOGY ANCHOR.;IS 1, 14 12 9.5 75 8 1.- - - 1t 12 9.5 a 65 5 - 14 12 8 6 &5 4.- - 13 95 6.51.5 3.5 ..:- - - 14 112,110 8 65 5 - - 14 12'.8 &S 5 4 - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUR-SIT ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO -!-' - - - - - - 14 12 65 7 55 4 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 9-0. 14`1u .5 6 4 - - 14 i1''7 55 5�35 11 8 53 45.3.9 '- EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO, 14 12 8 65 75 - - 1IF 12 BS 7 155. 4 - - 14 105'7 &5 6 {3 - -'""' t.LB &5.'55'4 - - - 14 12 '9 7 J a 4.5. - 14 f1 7 53 4.5 35 - - 8.3) N P STONE PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ... .-• 14. 12 ,_8 ..e_. g_.._4_..._,. ANCHORS SHALL BERPRECAST ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10•-0" - 0. - - •--:--- -1- - - --6- -- NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WfR10U;METAL STUDS CONSULT THIS ENGINEER. 114 10.5 7 5 35 - - I- 13 93 8.5 5 !4 3 - 1E 75- ' : I - - - FOR INSTALLATION INTO EiFS WITH METAL SUDS SEE SHEET 20. 14' 17 75 SS?- - 14 Ft-5 9 6.1 5 4 - 23 95,6 5 4 4 i:� ,05 B.: 5 -'- :µ.-. 14 12...8 &5:5.5 4 13 10 &S .5 4 3 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. { __ __ - - - - - - _ ._ _: it��103 7' S.S 43 13�_......-. 2.5 BS 5 - I- - - - 12 9 8 45 3 9 7 45 3.5. 3 - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 10. 7 - 14 105 7 3.S 4161- 1.5 8.5 5.5 4.5 3.75 9.5:?7 4.5 - - - 14 1L5 7.5 6 5 12 9 6 T� 4 - 12'-0' - - - - - - - -- -___. - 13' to e.5 EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCYORg.&5 4.S - - - - 1I B 55 4 33 - - - B 6 !4KAXUUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE 3.59.6 6 - 13 93,83 5--4 - - 0.5 B8 - - ANCHOR SPACING!W MULTIPLYING SPACING:NOtYN ON SCHEDULE BY THE FOLLOWING FACTORS. .9 8.5 - - ,le i0.3.1] 5.fi 4.5 - 1.1 8.5 5.5 4.5 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE_. _�.. 73' 0• - ? - -_ - _ t2 9 6 45 4 - FACTOR.. .. .... .. os a L - 10 75- s 4' 3 - zs &s 4 3 ! - � TAPPER .. 2s&5 - 12 9 15 {.5 4 - ys 7 5 4 nn EDGE ALL POINT SOLID SET BLUE TAP W/CAP e 6 - 13 9.5 55 5 - - a.9 73 S s- 14 . BLADE OR DICTANCE �/A N.SPACING MIN.5-ACING' 11 65 &5 4.5 - - E.DY 4' N.SPACING-3 1/2' MIN.SPACING-3' 3 3/4' 4" t0 75 - - -._ 9 7.4S 33 - ._.._I"._ 7 5 35 3 - - BLADE TOM CWHEM�C=iFIE @DGC POURED CR CONCRETE ETE BLOCK& POURED CONCRETE& p� CO B= 11 8 5.5 a5 - - - - 9 6.5'CS mm LM ED--3 1/2' MN M. 1/2 - MN E.O.3 1 MICONCRETE p,.S MR EO.3 1/2 MR EO.2 1 9.5 7 4.5 .1- - _ ds 6 5 - _ BLADE WORKING _3 O.BO 10 0.78 LO D.B4 1.0_ 15'-0. - _ .. _ - _ _ - _..._ - __. - 2 1�' 0.87 1.0 ... __..__ _ ....._. 0.67 ""'1.0 93 4 -' 10 _ - - - - ....._ OS_efi. - - _ a.5 6- s- -' - 1N ,UNISON 4 2• o.7t._._.� _ _ .. - 051 _ 7 - - - 975 85 5 5 - 9 6.5 45 - - 3/4 0.91"....... ......... _ ,. -._. ,. _ .. t0 75 i 5 - 0.43 e t.6 4 __ - 6. 43 3 _ 1...7.2 _ .__ ... - - ._.___. - .....0�5 - wnles a,rL.. _. -_. .... 8'. fi-4 _ - _ FLORIDA BUILDING CODE (High Velocity Hurricane Zone `�`'I 1141ii• (uAA/A ®2020 TILTECO, INC. G)2020 EASTERN METAL SUPPLY.INC. . BERTHA HV w =y�`� ''��GE F •.�'�.; ®eq® Accordion Shutter System �.�.�A�■ HV. BWDE 11 W/OR W/O KV.WINXIIN MADE No.44 " American Shutter Systems M.N. DESCRIPTION DATE IYWYN BY: Mp TIWT TESTING & ENGINEERING COMPANY e 5 N.N.mth.M.SM.305.Y.RGvA 9MOFD61114"DA 33,19 Association, Inc. I OLD 17-172 /6/2 DATE: 7/6/20ZG . s o'• STATE F Phone:(W5)871-1530.Fax:(305)871-1531 4268 West Reads Drive 2 DRAWING No 9' F p .: .� a-mail:ift-0 1- VJest Palm Beach, FL 33407 3 OR CA-0006719 Phone:(800)432-2204. Fax: (561)209-8380 20-169 O' �i •...., •' WAITER A TILLIT Jr.P.E. 4 ////*048I0N �At td`�SEAL/SIGNATURE/DATE Fl.oRIGA U..y 44167 e - - SHEET 6 3 OF 20 MAXIMUM ANGHOR� SPADING (Jp,) SCHEDULE FOR A GIVEN MAtt cH rrTrf9 SPAN- c D DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTAI I ATIONS (SEE M01 M NGS L J.K&L ON SHEET 7) PGURFD CONCRETE..L wux avER& 1 TREr GM © APiCHORS SPACING LEGEND ItValwN ' .,.._J(�RAIPWARD MOUNTING QK WALL/FLDOR MOUNTING WALL/WALK OVER MOUNTING _...._.._._.-,.: ::......._ - . ': TAPCON WITH ADVANCED �) ASD.Of51GN..NEGAINE.,LQ?D.(P� .AS.D.DESIGN NfS.4TWE LOAD(peO.., ASD.061GN NEGA7ME UUO(Dan 0.SOAE9GN roE4aTPr LIxAQ(pet) : THR;ADFORM TECHNOLOGY 60.'.75 90 120 1BQ 2D5 30 J B0. 75",90 12D 160 205 30 40' 60"75 90 120 160 203 30'40 80 75 90 /20 760 2Q5 , 74 12 1- -. 9. aAe 6"'- 2 12.12t 12 12 1S BS 6 :7 -7 7 7 7 ALL POINTS SOLID-SET .5 5.1 5 5. 5. 5. 5 5 5".-Q• t4 12 9 8"B' .6..8. tZ :12 72_ 12 12. 1Z 95..7 7 7 7... 7 -77 7 '] 5 5' S5 5 3 5 "5; BLUE TAP 78B12..,1T12! 12 OS 877 7 7" 7:'] 6S 5" 5 TAPPER+ 14 12 0. e B 0. 6 12'12"12; 12":12 10 7S 9 ] 7"}' 7 T 7: 7" 7 5'. S. S :.5 5 5 9:.!14. 12 8 e B 6: 6' 12..12 .12 12 1.5" 4!..5. •7 .7 7 7. 7 7 55 4 5 3 '5'''5 9 5' 54 14 12 8,.,.8 S.. 8 12 12 12 12 12 OS 7 5S 7 7' :'7"' 77 7- T7S" 5 5 5 S S" 3 :5 14 t2. " BI 6' 8' 12" IR 12'9S' e_.: ®�'4.S 3.9 J, 7 7 7 7 7'6.5 .5. S 6 5 . .5..1{ iT 8' B"'6 6 12 f2 72' I2'f0.7.5 5.5. 4. 7 7 .2.. 7 .7.. 7� 7-5.5. 5 5 S. b "3'i"5 5:14 .12 ,4- 8....6 6. 12 12 12 I1. 9 7 -5 {' _7' 7- 7 7'"7"5.5'4'''3 -5 3 S;:! S 5 4- S -_.__....5'-0• 14125 8 8- "8':12 12 12 12`l0 75 55- 4 7 7' 7 ] 7 7 7... 75....q S 5., 5...6.. S: 9 .. ..._ _...,... ._...__. . . . I4 12 B 8.. 6. 8 Y2. :12 95 75 6..4S SS. 7 7 7 7 7- 7 5 35 S 5 5 5 '5 S 5 '♦ 14 ,2 a 6 a 6 T.12 12 95 8 6 4S1 7 7 7 '7 7 7 5S 4 5- 5 5 5- 5 y 5- 4. SEE ANCHOR 19 12 ,a B B B 8 6 f2 12 iS 8 7S 4! 4- 3 1 7 7 '7 7 4S.3S b _! 5 5 5. ♦.5 as SPtCIFICAIONS 14 72 10:. 9 0 e 6 B 12..12 T2 /0 8,. 5 45 3S 7 7 7 1 7 •7 7 7 5 "s 5 5 ! 5 5 "9- ON SHEET 13 6'-0• ....._ ..."Y' 14 12 10 9 e e e. B f2 12 e B 5 4 -3 7 7 7 '7 7 5.9'. 49 -9 ! y' 5 S '4 3 14 12 to 1 9 8 1 8 1-6' 6' 12-12 110 1 8 15.5 'S :73 - 7 7 :7 1 7 -.7.. ..S 14 12 10 9,.-'e 6 '6, a i2..12 '10 B 4S..5 3S .-.. 7 7 '7...4S'.SS:.4 5 3 ! 5 '5 ♦ 3 - ..,. ._ _. �._.._ -.... 7'-0. 14 12..10.,,9_ B,. 6,...6.. .6.12. 12 12 85i 7 y 4 S 7 7'7' 7 :T"-7"'7 ,8' S S. S...S.,3 5. 5.. S. _ ._..._ 14 72 /0 '9 B e"' e' 6 72 10 45 5'':4.5:.3' q 75. 8. 5 74 i2 to: 9 e e e 6 72 ':12 65 7 ss :4 - 7' 7'.1 7 7 7,.5 -. - 3 s" 5 s s s r-1j= 0 VALID ONLY FOR UP TO +70, -75 14 12,10 9.:i a a e - 11..12 a! 7'.Ss' 4 3 i- 7 T -7-ss ,_s 3 --- = 5 s s 5 ss_u -... PSF A.S.D. DESIGN PRESSURE 1 ._.._... .. _ 14 12 10 6' 8' 35 - ]' 7:'71:7 7' 7 '7:�4'.S .S 5 5. 5 5 S S.. 10- 9 e -6 'a' - t2.'9 8 4S '4 3 I ] 7 7 7 BS 3 4 S s 3 s-'6 4 s RATING & FOR SPANS PEP, _ - -- SCHEDULE ❑❑4, SHEET 11 1{ 12 ,o 'a. .e •B 6.' 72:.11 75 6 5 .73 7: 7 7 T58'4S - S -q y- S" 5' 45 - tr 14 .12'•to "9 8 8 - 12.11.5 75 6 3' 3'.5 - -7" 7 85 '5 4 - - - 5 5 b $. 4., 3 - 9,_0. '14 12 10 9 .8 ,8 lY�12 9.6 8.5,6.5 4 3 - 7. .7 '7.. 7. 7 7 6 3. S 5 S S 5 5 5_."S '14 12 10 0..._8 B 0.5.8 "S 14 3.5 - - 1 7 7 6 737 3.5 -' 3 5 5 S' S' '4 J. 14 12 10 9 B '6 12 10 6,5 :5 4S' - 7 7.. 7.:85.9S - - - '.5, 5 5 5 5 4 -1- '14 12 10 9 6 5 ,- 12 OS 7 q.5 4.5.35 - - 7 7 SS;,9;3..Z5:•.._ _ _ S 5 5 a5 3.5 - 14 1 lU 9 8- 8 - 72 :,i 85 8' S 3S - - 7 7 7 11 1 7 45 - 6 S "5 'S 5 S 5 4,5' is i2 10 9 a 8' - 9S -7 4.5 35 3 _ 7 7 7 5.q 4S - 5 __ 14 12.10 1 9 8 8 - - 12'9 8 5 4 7 7.��T .6 'S. 5 5 5 4S 5 14..:11.10 _918 8 .-. 12 B.S 8 5 4 3 - 7 7 5" 4 7'i- - - 3 5 5 1t t2 70 9 B B 12 10 T 55'45�35 7 T 7 7 +7 7 35 S 5' S 5 5 t 5 5. { 14 12 10 9 B B 8S.65 4 &S 3• 7 7 8_ 5 4 E 5 9 5 5 4 3 -- .14 12 ,0. B 8 0 11...E'.S.q , 7 7 T S.S 45 5..3 5 b 4.5 - 1 H V BLADE ONLY 74 12 10 9 0 - 1S B 55'T4. :7 '7 4.5'35 .,,,, S; S. 15.SS 312--0•14 12'IS B 8 12 95 eS ' 7 - 7 7 7. 7 7 8' 3 5. 5 5 5 8 5 4S 3.5 4 12 10 - - 7 7 53 45 3S - 614 12 10 0 5 - - - 16 7.5"5 7 7 6 5 5 5 14 11T 10; V 8-:- - 0.5 0.:5 4 3.5 13�-0 M14 121S 43' 6 ♦S 33 -3 - 7 7 7.•.7 ..7 4.5 8. 5 S S' 5 I5 4:5 35 /4 12;:70 9 B 3- - -7'55 3.5 - - _ _ - 1 12 10 ''0 8": - - - 9. 7 4S -75. -'1- .7 7 5....4 3 - I- S. 5 5 4 3 � -: _ ,7 7 SS.14:5 T�.�'..- ,_ 5-..5 5 4.5 4 - 14 I f0 8. - 10 7-5 5- 4 S - (-' 7 s 4 3 - - 5 5 4 3" -"..._.._._ -8 'SS .4 a5' - - :T •7 7'. 7 ] 3 4 S 15 5 L5 5 14 72 10 9 - - - - 65ji _ :7 7 5..3-6: 5 4 14 12 70.. 0 3- - - - eS ::7 7 5 4 3!3 3 4 14 .12 10 I- - 9 A5-�3....-' - - '7 39 35 - 14 12 10 - - - - - )0 4" 3 - - '7 T-W7..T. 7 aS - 14 12 10 _ _ _ _ e7 ] 4S 3 - - - 5 5 45,41Z 1P - _ - . ._..._.__............_- .__..,_....._e .7S S7 4 E14 12 10' - -:' - 0.5 5 - - 7 1,5:135: 53.b 14 12,10 - 1- 9.S3.5 3 ] :T 7"J 6 3"- -...- 5. 5... 5. 5 g'.45 ]S1-,4 1z to" - - - .- - 75 - - ,'_7 .7. 4"""" - - s s.4s -i=' FLORIDA BUILDING CODE H'h Velaci Hurricane Zone) C 2020 ITLTEC0,iNC, C 2020 EASTERN METAL SUPPLY,.INC. BERTHA HVTM S,P� V��EN F ' C A■S■S�A1. Accordion Shutter System 1L E�C INC. ' �D,44 = FLV. BADE#1 W/OR W/0 FLV.W DUN BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems R".No DESCRIPTION DATE QRAWN gq y,p OF 6355 N.W.Zell.St.,Ste.3f1.5,1-0N GMDFti6,FORIpA 33, Association, Inc. 1: OLD''7-122 /6/20 - GATE ]/B/2020 A. STAT Ph-:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 DRAWING iJo e-m I1:VA...0-1.- West Palm mmach, FL 33407 3 . �� aCA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 20-169 WALTER A TILLIT J,P.E. 'N',SS/ON.i- ��SFAL/SIGNATURE/DATE F,DRIOA Lk.#44167 5 SHEET qp� 711, _.• e 14 OF 20 r MAYJMUM ANCHOR* ZMEDULE FOR A GM1 MAX, SH TIMSPAN- DESIGN NEGATIVE O AND A P NDINj MOUNTING TYPE FOR CONCRETE BLOCK IN O'S (SEE MOUNTINGS A B.C.D AND F ON SHEET 6) - -- ANCHORS SPACING LEGEND CONCRETE BLOCK 0 WALL SILO UNTING WALL SILL RUN TING - _.... _..._ .. ......_.., E WALL SILL MOUNTING -C& WALL HEADER/SRL K W, "" TAPCON RM ADVANCEDHNOG ' SPAN W W/ MOUNTING.. ,..� AU./FIOOR MDUN7ING ©WAL1/WALK OVER MOUNTING THREADFORM TECHNOLOGY (IV AS 0 'NEGATIVE AS.D.DE9 NEGATNE LOAD AS.D..DEIGN. .:IDAD #SD.DESIGN NEGATI9E 4D DESIGN NEGATME LMU 'AS.D DESIG NEBATWE LOAD f BLUE TAP,...,. 50 40 80 75 ii 120 160 20S 30 40 6O'75 60 120 160 205 30 40: 60.;75 .90 1Z71-2 205 SO T40 BO i9.��BO 120 180 20S-'!0 40 60 75 BO 120 160 20S J0 40 60 75 90'120 160 TAPPER} 3'-0- a,12. 1019 111 7.5 - - 14 12 10 9 8 5 4"'4': 14' 12:'10 9 B 7.5 5!A 4A 0 a 5 SS 1 10_ 9. 8:73 53: 11' 12 0.. e 6 7 DR LES! 1t' 12 iD 9 'Q' "8"'8" 14' 12. 10 B "Q"' Q� 8 -8.. 14 12 10:'9 8 B e.:']3 .8. 8.. 8..8. B-..B T3: 8 14 -12 10 8 8" 8 Q -! 14:.12 1- 9 a 8-;0 8- 14 12 10 '.9:,.8 e._..B 14 12 19 9 a.... It 6. 0, 14,..iZ 10 'B. 8 8 0: 7' 8 8 8 8" 0":0 6 7 14':12 10 9"6. 8- 'B -. 14 12 10 ;9 e' 8 11 6. 14.. 12, 1110:.;e 73 33 - 14 12 10' a ]3 55' "' 14 12 10- 9 7.5'S.5 4 _ "0"'0 _. 14..12: - .1'-0' 14 12 10 9 B 73 t{ 12 10 9 .e 73 9 1{ 12 10 B--6 73 35 8...8 ..e 8 8 73 55 45 14 12 10 B Q 73 - - 11 12- 10 9 -8' 73 e - 14-12 10 9 8 8 -.. I4 12 10. 9 8 ..SA IT - 14: 12 10: B B 0 6:43 B Q 6 8 B":8 7 SS 14 12 10 9 8 8 - - 14 12:10 9 B.: 8 B, - * SEE ANCHOR 14..12 9 7,5:6 - 14 12 9"'17.5 6 43 - 14 12 9 75'6 4.5 8 8 .0 73 6 '4,5 14 ri a 75: fi - it f2 9 75 6 45.- - 5'-0' 14. 12 ID 'e '.e -"- f4 ix m.-4 'a a - 14 1u- 1D. 9 :8 6 4 QJ..Q.:B 8 s 6 4.Y!:d 14'f2 10 '9 a s -_.. - 1i 12' 10 9' s"'e = - ON SPECIFICATIONS 13 ff 12110 9 .B - - 14 12,.10 9. 8 73 14 12 f0 9 �8 7.5 45 - 8 '8 8 8 a 17.5 SS 4 14'.i.12 10 B 8 14 12 10 -r 14 IL5 7S 8 - - - - 14 1.S 7.5 8 'S' - - - _ ..._ _ '14 11:$7.5- 6 '5 - - 8 0.,75 B 5 - 14 15 73 ,6. 4 - - 14'11.5 75 0' '5 ...._"„ ._. .__. '6'-0' 14 12 10'-8' -4 - 11.12"10 a 7. '4.,-.. - 14' 12 10. 8:'7. S -. .e .e 8 -9 7 'S 35 14 12 10 "8�' 4.5 - - 14'12; 10 a ':7- 4 -- ...._..4.._....._ v __......__ _ , 14 12 10 B I S - 14 12 .10 .9 ..8. 45 - 14 12 10 9 8 e e !Q- 6 6 8 :6. 4.ST 4_- 12 TO 'B 5 - 14 12. 10' 9.. a 45 - 133 10 B.Q -1- - -. 3.S 10;-85 S 4.5 '- -1- 35 10 B.5 5 45_, - - 8 8 '85 5 45 -...- - 35 10 6.5_5 -1- - - 3.5 10 85 3" 45 - - ._1...._ A. 7 0: 14..,12 e: 6 - - 14 .12' S: 7 -:8 - 14 12. 9, 7. 0.Js.- - :8. 8 8 7 8.4.5 - - 14. 12 :8"'7''' _ 14 12 -9 7.. 8'.- 6 - - 14..12.:.10.B.S 7 - - a 10'8.57" ""' ''B' 8-'B' B'.' 7;.b 4 141'1210 6. - 1412. 10:8.57:.- - 15 B3 6 ...7..-- 15 05 b5'.43 ... - - 15 85 55 15 _ _ _ ,8 0 53 45 - _-.113 8s.53 - - _ - 1A e5 53 43 - .. .8'-0� 14 113 7s-.._-..-.. 14 115 75. 6 A - - - - _ ... 14 12 95 - - 14. IZ17.5.76 4.51- 1 13]#5:-8„ S - 01.8 7.5 B 5`.3S - 14'11575''8, - - - 14'11,5 6'::.5 - - - 1. T:S''8 0-t 'B 75 6 f.4,5 - 1♦ 1Z 9.6 - - - 14.. 12 9.5 7. {5. - - - 0.5 7.5 - - - .D3 75 5 a - - - 9,4 5 i .. - a 5 4 D3 731 s..- - - as 75 9 4 _ SEE LIMITATIONS OF USE FOR 9'_0 14 105 4 - _ - 14 10.5 7 5.5 - 14. .S 7 y „_ - Q 7 L 55 4.5 3S -t= 14 10s 7 - - - - If f os 7 - - - BLADE®ON SHEET 19 14 .12 1 5 - - -. -. 14 12: B 65; - - - -... {-- _ _ 8.. e 65 3,5- { -�- 14 12 S ..- - - 14 12.-8,63 - _ _ _ 10 0 25-9 - - - _ 2S B 8 - - _ _ _ _ B 0 6 5 4: _ ti6 G.6 J _ _ ,2S 85 0 3.5 _ _ .... ..14 .11.- _ _ _ _ -,. 14 11 75 - - - - - _ _ _ _ 8 8 75 B 5 - - _ 14. 11 - - - - - 14 -11.75 - - _ _ 85 6 L _ _ _ _ 5-. 6 4 _ _ - _ 0.9 44 _ _ _ _ _ _.._..._.. ..B k_..--_ - _. .-..,,,... _ -T- - - '-. 15 e.s 5.3. 35 1D 7 - ♦ _ -t_ g...8 7 4.5 D.S 10.. i{ .10 7 i- 75 5.5 _ _. _ _ _ _ -2.i'54. _..._1 _ 75 5.51- _ _ _ _ _ 75 5.5 _ _ _ _ _ 75 SS "- _ _ _ _ 05 71. _ _ _ _ _ e 7.S 5.. '4 35 - 03 73 _ _ _ _ _ 5 { - ZS 49..- 9S 4.5] 5 7 S - - - - 1 45 - - 73 .5 - _ _..__ - - - - 03 B - - - - - - Q 7 4.51S�s - - - - e3 S _ _ _ _ _ _ 9.5 .7 15-8 - - - 1.6 SS1", - - -_ _ _ _ - 2.5 6.S _ _ _ _ _ 0 8 55�45 - - - - 1.8 0 .. 05 6.5' 5 - - - - - 7.; .11 _ _!- ._ _ �0.61 5 - - - - - - 6 5 - - - 7 'S 14'-0' 9 35 - 9 B5 --.-_-. _ _ _ _ e BS 4.b 35 _-_ - 9 4 ..B 85 0.5 4 1- - - OS 8 - - - - _ _ _ B 18 5 4 - - D5 4 - -- 95 8 - - j-__ - - - - -a _ - 6.5 1 HV _BLADE OR C1 HV BLADE 1a - - B'- - 1- Q 7s.51 4 = io - - 10 - - - - - p5 - .'. _ _i- _ y H 1 _ _ - 7S 5.S 3.91 - 7,5 - - - 7 5:. - - DE W V WINDOW BLADE - - - - -L._. ,fc .7 45 - - -.Q5 - - B.5 _..1._ _ .._ ,._,. WORKING IN UNISON FLORIDA BUILDING CODE (High Velocity, Hurricane Zone `s%%tA1A° 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM 1 L E C 6 I H�. A.S.&A. Accordion Shutter System No.44 67 = American Shutter Systems 9rrNHV• IP#i1 W OR 10 0 AWWN�V N� Tlllii TESTING & ENGINEERING COMPANY ASISOCiGtiOn IDC 1 _ • �-7rk� 61ss N.w.xu.s..m.Sas,wlcevu cAAOEls,n9aroA 0J14 to n-1zz /5/zD2 .:-DATE: 77s/2aiv 0 S-o'•, UA7 OF 4269 West ROOds Drive Ph.- (30S)871-1530.Fot:(305)871-1531 2 Z '•, �C Q, - e-mail.tilt e..0.4com West P91rn Beach, FL 33407 DRAWING No ;��•., COR 0 �� . rn-oTIUJT J Phone: (800)432-2204 . Fax: (561)209-8380 3 20-1 69 4i F ••... .•• �, wAL1ER A ntLB dr.P.E 4 "N.108/ON 4 t1`4$?`1EAL/SIGNATURE/DATE FLORIDA U.. !sa167 e. SH of 20 . ... _ MAXIMUM DESIGN PRESSURE RATING (F f AND CORRESPONDING MAXIMUM AN IOR+ _S AP C)NG hn.) cGHEDULF FOR A MEN MAX SHL�R SPAN NEC/&AS D bESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16&17). .... L. .... .. _. O: .......SPRUCE PINE CE PINE SOUTHERN PINE No. 2 W/ MIN. G 0 55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 22pW�MIN p�o)5, FIR NO FIR SOUTH DOUGLAS FIR W/,MIN ,G=050 „. W/ MIN. G=0.43 W/ MIN G=0.36 PLYWOOD 1N•. 0. W/ MIN. G=0.43 W'MIN.G-0.36 5P7N(N[12 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS-: M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS R.O.WALL MOUNTINGS 8.0.WALL MOUNTINGS 8.0.WALL MOUNTINGS W & X W & X W& X P & Q S&v S&v S&v -40 60 75 90 05 30 40 50 75 90'!f05 30 40 60 75 90 G5 30 40 60 75 90 05 30:40 60 75 90 05 30 40 60 759D 05 30 40 60R5 190 hOS 30 40 -so 75 90.05 3O 40 60 5 90.,O5 30..40 .607590OS'-0"OR 10: 10 9' 8 8 6 6 66 6 6'1210 109 8':8 6 6 .6.6 6 6 12. 10 109 8, 8 5 8,. 6 6 6 6 6,.. 5..,.4,4. 143 1212.:12121212..t212.i..:_._ .. .. .... _ jj 12 m....4'-0- 10_I10 9. e. 8.. 6 8_.,6.6, 6 6 1210 10 98 8.. 6 :6 '6 '6 6' 6' 12'10" 10 4' 8 8 6 8 6 .6 6 6 8 5 `4(4.. 4� 7 72 12 12 12 12112.12 T2 12 12 12,12:12 12 12 12 12 12 1U 1019 8 B 6 I6 8 6. 6 SS'12 10_:10 9 8 8 6 6 6 6 6 5 12 10 10 9 B ',7 6 6 6 6'-6 5 6 5 4 4 4 3 12 12 12 12 12 12-t2 T2 12 12 12 12 12 12 12 12 12 O 6 0 12 1D 10 9 8 6.5 8 6 6 6 9.54.512 10 '1D 9 8 5 6 6 6 .5 5 4512 10 10:9 6 .5 6 6 8 6 `54.5 6 5 4 4 3.5 12 1212 12 12 12. 12 12 12 12 12 12-12 1Z 12.12 1085 .. -. _ ..... ... .... 7-O 12 10 10 9 6.5 4, 6 6 6 ;5 4.5 -4:12 10 10 9 5. 3 6 6 6 5 -4. 5.12.10. 10 7...33 8 6 6 5 '4 13.516 5..-4. 4_- - 12 12 12 12.12"12,12 12 12 )2�12 10 12 12 12 0.58.5 7.5 8 0 12 10. 10 75 45 S; 66- e 5 t .5 72..,70'.10 6. 3.5 6' 6 6` .5`3.5-3- 12 10_7 t0 4 6 65 '.5' S;3 8 5 4 - - - 12 12 12 12 12 12:12 17 12 12 11 9.5 12.12 1.5 9 7.5 6.5 9 0 12 10,.,10 5 3 5 =.6 6 5S 5 3.5 '3,12 10 9 4 - 6 6 4.5 4 3 3_12 10�T 4 33 6 6 4.5 4 '3 3 6 5 3.5 - - 12 12 12 12 12 O 12 12 12'11.5!9.5 8.5 12 12 10 8 .5 5 ..___.__. 12 10 6 3 - - 6 6 4 ,5 3 12 10 1 3 t _ 6 6 4 S- 3 6 I5 j 12 12 12 12 31 93 12 12 12 7D. 8.5 .5 12 12 9...7-6. -..5 10'-0� 12 10 7.5 4 - 6 6 5 4 3 -_ it'-0. 12 10 5.5 6, 6 4S- 12 10 45....... - 6..55 35 ,,12.:10 - - - 6 5.5 4 6 IS 2 72 12 i12110.85 i3,.12 1Z 19.5�8 7 12 72 8. 6'.5'S:S 4. 12'-0' "12 10 4.5 6 6_ 4.,-: - -';12 10 35'-T 6 5 3.5'- - -11.2.10 ._. 6I5 35 - 6 5 12 12 12 /519.5 8 12. 12111 8.517 6 12 1.57.5 6-5 4 T 13'-0' 12 10 - - 6 6 - - - - 12 104.5 - --12'7.5I _ - 6 .5 - - ! 6 4.5 - 12 12 12 0- 85 S 32 i2 TO#8 6.5 5.5 72 0.5 7 5.514.5 4 14' 0" 1210 - - - -i85.5 - 127 - 545 - 127 - - 54.5 - - - - 63 - - - 1212. 129586.. 1212.9.575 .64512958E S 43 15'-0' t2 - __ 6 - - -- - - 12 - - - 5: -: - 12 - - - - 5' - - - - - 6'-' - 1- - - 12 12 11 9 7.5 -51 12 72 8:5 7 i6- 4 12 9 6 5 4 - 18'-0' 12 - - - - - 5 - - - - 1. - - - - 5 12 12 0-8.5 6.5- 4 12 12 8 6.5 5 3 1. .5 5.5 4.513.5- HV BLADE OR Cl.HV BLADE W( HV WINDOW BLADE WORKING IN UNISON• �sa uu AnOxs of usE TOR GLIDE 1�DN SNEEf 19 + ON ANCHORS RE UIREMENTMT WOOD SUBSTRATE 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(H.DS) 1/4 1 TAPCON ANCHORS,AS MANUFACTURED HY LT.W.BUDDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/Ge0.50(N.D.S.) EACH SECTION ON SHEETS 16 a 17. -SPRUCE PINE FIR NORM W/0-0.43(N,0.SJ EXCEPnON:SEE MGM 2 BELOW. -SPRUCE PINE FIR SOUTH W/0-0.30(N.D.S.) -MIN.1/2-COX PLYWOOD(1909 APA) 2.ANCHORS TO HOLLOW CEWND SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2016 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWUIG ALL OF ME RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone "A ®2ozD nLTEco,INC.fir 02020 EASTERN METAL SUPPLY,INC. (�P;. LC/�•rai BERTHA A y,� `S1P� \GE Sic ®®s A ii��lHafi HVTM No.4 67 I'EANE C o 1N�. , , � , Accordion Shutter System _ KY. aADE#1 w W/O FLV.WHIM a-am *.• - TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REVA. DESCRIPTION DATE DRAWN BY: M,P .�'•, STAT OF 55 N.W.MI.S..M..303,YIWNA GARDENS.FUGMIR 3318 Association, Inc. 1 OLD 17-122 /6/20 DATE: 7/6/2020 Phon.: 305)871-1530 Fox: 305 871-1531 4268 Weal RDOE9 Orive 2 F 0� ( r ( ) West POIm 8...h, FL 33407 DRAWING NO -.all:eute�oo.a.o.. 3 rf C rir�(05+ ••• •4� Q� CA-000B719 Phone: (800)432-2204 . Fax: (561)209-8380 4 2�-�69 /rr 6/ON L�� WALTER A.TILLIT Jr.P.E. r 7jYA77FJln1 IL11A7♦1E.SEAL/SIGNATURE/DATE FLORIDA U..D 44167 s SHEET li 6 15 OF 20 INSTALLATION 'DETAILS ON EXISTING WOOD BUILDINGS FOR In, HV & HV*... BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV 13LADE_C Q�t(a�SHAD BE I LIMETED TO 105.0 05f. A.S.D. DESIGN PRESSURERATING, SEg 9jUEET 19 FOR MAX-SPANA.S.D. �.." 7/4•a TAPCON WITH ADVANCED DESIGN...P RATING I A�� O �'[. Q TH.REAOFDRM 7ECHNQLOGI' -- "+.- I, W/1 1/2'Min.PENETRATION r -'---"� .... _ --ua/4'0 TAPCON WITH ADVANCED .' /� OF THREADED AREA TO .,, THRFADFORM TECHYOIDGY ._ ... EXISTING WOOD HEAOE4. �„ Mv1 PENETRATION rOR (SEE SCHEDULE ON SHEET 15) 1 OF THREADED AREA TO EXISTING WOOD HEADER. } 1 MIN.SD,A 7 ISM ... (SEE 9CHEOULE ON SHEET 1S ON .� 7 1'..,i�E{3LADDF.FORx/ MACHINE SCREWSS EXISTINGONW/ 20 NtRS®t2•D.C. GLASS--$ WALL— � WALL. II-."_-OPTnNIY i) t .' EXISTING MIN. e, .-WALL llll........2'z4'WOOL x r'; FINISH ,R o 1 HEADER REOUMED OR®,� i '�-^' *° EXISTING MIN. ^ I 2'x4'W000 1R a �-1/4'O TAPCON WITH ADVANCED EXISTING Uh.SERAIR,ATION I S HEADER REOUIRED ;_ T ! ,!! 1 G CJa`a5(SEE I I 1 :^� _;�. 1 }11 i. - THREADFORM TECHNOLOGY MIN.SEPARATION '•'J i W/1 1 2'Min.PENETRATION g}¢glrE k`! I I - 2'x4'CCNT.SILL g !4 t- - / 1�+ �__... I GyD c� €_ _.•..._..............(oN�sHOF CE AREA 0 ,E)LI1�m�_ PLATE REO'D. 1� iI �t a MIDWIOTH OAF WOOD PLATE. 6ldlE5 1& 1 } � y 3 L j) ! I. (SEE SCHEDULE ON SHEET 15) t _..._.._. 'L ®HV WALL HEADER INSTALLATION OHM WALL HEADER INSTALLATION (O HV WALL SILL INSTALLATION ATION MIN.SEPARATION COSTING GLASS - .,.. ._._....,A 6 MIN.SEPARATION 1 '7- 1 G GLASS--- HfN,SEPARATION '1 1 ,Tl (_,___�......._; TO GlA55 2'x4•COI:. TO GLASS v E%S1iNG (SEE SCHEDULE..."`._..___..._.. I I .. L/ !STING �....._ .,.(C4 EET j. . :.S. I'-`(SEE SC-MULE G�e.� ON SHEET11) IXWOOD MATE CNSHEET11) )ST)N 1 4'o-2oxs/a•Ss. /4'o-2az3/a• A7ACHINE SCREWS W( + MACHINE SCREWS WALL 1 4'-20 NUTS O II 1 USNG 1 4-2 I- I{ FINISH I. I -�.� 12'D.C. -.� I _ I ®112'D.C::_D NUTS j$ ``` ,, y-•,OR } �,lf ICI IHI 3 i 27z4'CON' - !! ~ ._.. I t) L OR 1� WOOD PLATE 1. t $O-^-•EQ-.' r..1/4'P TAPCON WITH ADVANCED !!. ! I THRFADFORM TECHNOLOGY 1 i -; \_1/4"o TAPCON Y.TTH A04CED' --- i ! `+--i/4'0 TAPCON WTtI ADVANCED 1/2'Min.PENETRATION OF i.! �. .�!• l THREADFORM TECHNOLOGY "' yj ! � l�j' THREAUFORM TECHNOLOGY x ! THREADED AREA INTO PLYWOOD. i''! { Yt W/1/2'Min.PENETitATION OF I-SE. 7 F 2•x4 CONi W 7 1 2'Mi,.PENETRATION }i! �.T/' M>f! SEE SHEET 4 FOR TYPICAL f SILL PLATE / / 11 ) !.! 1 (SEE. SCHEDULE ON SHEET 15) {it ,p '� THREADED AREA IN7Y1 PLYWOOD 15), SHUTTER ASSEMBLY. 1 OF'tHfiCADEO AREA EXISTING MIN.2'x4'STUDS 1 i i�� (SEE SCHEDULE ON SHEET t5) 2-MOUNTING SECTIONS CAN BE � REOD 1 t�.WALL MIDWIDni OF W000 PLATE, 1 COMBINED IN ANY WAY TOy 71 .;<' FINISH (SEE SCHEDULE ON SHEET 15) .f/2•MIN.COX PLYWOOD REU'D. P i6"O.C.MAX,REO'O,—/ X SUIT ANY INSTALLATION. �"�"' -PLYWOOD MIN,2•x4"STUDS 6 16'O.C.MAX.REQ•O. PLYWOOD A O ATTCE WITH TO 1/2'MIN OV. ...WALL FINISH STUDS W ACCORDANCE WRH PLYWOOD REQ'0. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SEC71ON 232z OF THE F.B.G. ®HV WALL SILL INSTALL ATION WITH SECTION 2322 OF THE F.B.C, -®SEE LIM},TAT,CNS OF USE OF oP }jV WA� SILL INSTALLATION ®HV WAI► SILL INSIALLATION a ADE(y CN SHEET t9 FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone �'yµ{it}I� llllll/ 02020 TILTECO.INC. 02020 EASTERN h1ET(A1�'SUaPPLY, INC. BERTHA TM 1L :)E �,� � ,s . ■A® Accordion Shutter System s No.441 ? Ftv I Ali#1 W/OR W 0 NV.tMNtaOW BLADE _ American Shutter Systems Ey.Pa DESCRIPTION DATE MAWN BY: M.P TILUT TESTING & ENGINEERING COMPANY 2 II3^ N.W.3G'J.,SL,Stv.3D0.VMWA GARDENS.FLMDA 331 AIISOOIOtiOflA Inc. 1 OLD 17-i22 /6/202 DATE 7/6/ZO20 A.• STAFF F Phone:(305)571-1530 Fax:(305)871-1531 4268 West RoOtls olive e .tRe000aar— West PO). Beach, FL 33407 3 DRAWING No %,�S'�•.• FLp�t Vic` CA.TILLI l7LIJT Jr.P.E.6 Phones(800)432-2204 , Fox: (561)209-8380 4 20-169 ' / �� ....... '• ♦ WALTEp A „SSIONA ♦♦ SFAL/SIGNATURE/DATE FLORIDA Uc.f 44167 5 SHEET D 16 OF 20 I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV1 BLADES (AS APPLICABLE) MAX HR SPAN L+ OR L— FOR INSTAl�1 eTlnN INTQ WOOD WITH. BLADE Cif ONLY SHA SUTTE I E. NMI 0 I 05.0 sf. • ! ,y M ji"' S.D E G ESU S A S O SP WALL FINISH A.S.D. DESIGN GIS 1/4"6 TAPCON WRN ... ADVANCED THREADFORM 2"MIN. TECHNOLOGY WJ 1 1J2'Win. 4°a8° E%471NC E O -- EDGE(IF APPLICABLE) �"`• PENETRATION OF THREADED WOOD BEAN REQUIRED, -. AREA TO EXISTING WOOD STRUCTURAL ADEQUACY HEADER. 114'0-20x3/4"S.s. OF EXISTING WOOD BEAM )( TO BE CERTIFIED BY / •i .: EXISANG WOOD (SEE SCHEDULE ON SHEET 15) PHI HIKE SCHEWs HEAD REGISTERED ENGINEER OR ;EO -•-EO -" - 1RU556 OR 19 e•�E4��Ea1 4 ZO NUTS ARCHITECT Pfl10fl TO 1/2 .R J2 RAFTER a 24' 12�0 sHUf7ER INSTALtHTION. .. ._.- O.C.REQUIRED .. q�'. °.C. 1/4'0 TAFCON WRH-' - I 1 a 1 ADVANCED THREADFORM TECHNOLOGY w/1 I/2 Min. ....E STING SOFFIT " �'} AEaPENETPAnDEA"Tsnec w FAooDD a x. .r.Max. ) .....} .° � m 630.C.__~. +S .. 3/4 Max,T}I "g1 OPTIONAL (SEE SCHEDULE ON SHEET 15 i EO D SM.S./ ,� �-^ ..-1'xd'xt/8'CONT.ALUM.TUBE _ ' I i b,or I3 or O$ {3)5/16 a�1AG�5CREW5 TO 1©or Q I EACH RAFTER OR TRU55._ SCREWS AT 1 IXiSTiNG MIN 2k4' _ ( 1 .I, 1 1 MIDWIWIDTH OF XSTING WOOD EXISTING-6. HEADER REO'D ~_� I I _� .. MEMBER.(2'Mr.NOMINAL WIDTH NM.SEPARATION ... ) si_..._.._...i GAS-f i 13? 5/6u0 LAG SCREWY INSTALLATIONS DRE.V IDA➢AND) GLASS ! I to I� n OPEN MOLE IT „ MAX.AARON$WITH 72 DESIGN AD 1 (SEE SCHEDULE ON SHEER tt EX:SANG I+ THREADED/2"An-AREA.VALID, NNOOF AM IS VALID AT CENTER OF TUBE OS HY WA L TREADER INSTALLATION ,�°� � GRAVITY ;+' r+a.am-'s�lJ R tt fAI RAGE IQ S '�n'/ EXISANG -I I u+ ) FOR WOOD W/MIN.SPECIFIC N.B .clnss—I' CLAS ol w I OR® FIR EQUAL SOU0.50 iEERRN PPIN As RE UNo.2. 1 N SEE-SHEER 4 FOR TYPICAL SHl17TER ASSEMBLY. ..:. .,,. ._,, t 1 OR Fl .`.TY_ -fir-^-. 0 2-MOUNDNC SECAONs CAN BE COMBINED �'•'?' IN ANY WAY TO SUIT ANY INSTALLATION. �T j.Hy CEILING IN��!I,�TION O.Hy. CEILING ,jNS,L•1 LATION 1 WIN.SEPARATION I J j aR9��,yt� DOR ® fI NtN.�$EC SCN I �--~(SEE SCHED'JOLE ONCL" SHEET 11) 1¢' E'TC�NS i 10`+9EEr�l9 i8R -..� y(SEE SCHEDULE E GSP.N�1 _ \ I ax60h Q I ON SHEET 11) I i `I 1 I I I I 4 ANCHOR W�"", ...} I LOCATION \ I'I I ` EXISANG I ALTER "' 5 1 "HIS H� ' O 1 0I8}MIN. 0 ( 2'x6°MN.WOOD 67,'.I....._ p10xJ/4"HEX -_ 1 .. ) I{i'.J"7f 'DECK REQUIRED 9x 3/8 MAY. M SAS HEAD TIX M !" @ 12'o.c (NO FINISH ALLOWED} c x6'MIN.WOOD.-_-E :..., DECK REQUIRED(NO _ i E OF DECK L110R� FINISH ALLOWED),,,/2 IF APPLICABLE 1 EOV 1J4 0 20AJ/a'S.S. EDGE OF DECK - t f/4°0 TAPCON WITH 1 PH ILLIPS TRUSS HEM IF APPLICABLE _ .-�i ."! 4 - /4°0 F.H.TAPCON WITH • ADVANCED THREADFORM Min." MACHINE SCREWS ^'�+�`t,.._---^ =.EDGE ADVANCED THREADFORM 1 d TECHNOLOGY W/1 T/Z Mir. W/7/4'-20 NUTS 2'MIN x......2.M. OF .__..�1 ...! TECHNOLOGY W/ 1 1/2°Min. 2 4 COST. �•r, PENETRATION OF THREADED a 12'D.C. �_...........",_;j„� ....._y,/i_.._.1�.�v:m DECK IF PENETRATION OF THREADED SILL PLATE ='.,° AREA 0 MIDWIDTH OF WOOD 1/4°0 TAPCON WITH ADVANCED rHREADFORM TECHNOLOGY._�.L._.1 APPLICABLE L•--2"MIN. AREA 0 MIDWIDTH OF WOOD REO y ;) PLATE W/1 1 J2'Min.PENETRATION OF THREADED AREA INTO WOOD DECK. 1 (SEE SCHEDULE ON SHEER 15) (SEE SCHEDULE ON SHEET 15) SEE UM A71ON5 OF USE OF (SEE SCHEDULE ON SHEET 15) I =q. BLADE�ON SHEET 19 �X fly WALK-Oy,�R INALLATION Q HV WALL SILK INSTALLATION ®Hy FLOOR-INTA4LeTl_ON FLORIDA BUILDING CODE'(High Vtlocky Hurricane Zone 11�11 � %74TAA-- ®2020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. EN r�9-- BERTHA HVrM `�c s !� C O��` S A Accordion.Shutter System E N0.441 7 = Am Kv. 1� 1 W a4 W/o Kv.wWNDOW 1� ■ ■ ■ ■ TILLIT TESTING @ ENGINEERING COMPANY American ��r Inc. Ev. DESCRIPTION DATE PRAWN By: N.p R So sm N.W.36%.%.Ste•No.VMI"SWOONS.-A 3316 OlD 17-122 /6/202 DATE: 7 6 2020 z fl•. STATE F ?.- '7 4268 Wos1 Reeds Dive // Phone (J05�71-153te.Fox:(305)671-1531 2 ?p .,FLOR1 P• .�S e m a:mteco¢ooLcom West Palm Beach, FL 33407 1 DRAWING No ----''A�If SfONA SEAL/SIGNATURE/DATE WALTERFLORI ILUT J,44167P.E. Phone: (800)432-2204 .Fex: (561)209-8380 g '20 1 69 617 OF 20 END INSTALLATIONS 4) HV & Ilk HV+ BLADES INTO 2"x4" MIN WOOD STUDS 2514'NW _. .. wow STUDS � 1/4'X TAPCON YIRH ti (AS APPUCABLO \ / �F7DVANCm THRF9DFORN \� 2'.4'MIN.W00➢ .. 2'X MIN. STUDS. TECHNOLOGY RW B R DIX WOOD \ / ANCHORS o 6'DD. .. �'fib' .. 2'c4'EON.WDOD t;', \ / (AS APPUCA-0 FlMSH 17 \ / W/1 1/2•MIN.THREADED 1 } STUDS REa'O. PENETRATION INTO STUDS OR �' G" W/YIN.1/2-TRREADD3 4 EXLSRNO GIA55^t PENETRATION TO 1/2'COX ! \ F✓" PLYWOOD IF NO OS IXR7. r.'•• ,i EYJSRTC BASS " \.i �E%ISTWG GU55 �± \ ! t EXISTING(LASS YN SEPA241KN / \I'" 'Y I =1 1!2'MIN.COX t� \\\ : .:.. T 5CHEOLU OON�9EEf �..„1 r •"T/2'nXa.COX T. 7 „..�•.. < rE , YTL sEPAPADaT NW s»vt.IroN Eon,,.g�PaPasa+ 11 FOR IXA mAND PLYNaOD. Ai `..+....^-.a .:"5 TO GLASS:(SEE - -- TO OAS(SEE .." ;$ TO GLASS .+.. 12 YIN.W%-�'. ,, . .y- SCHEDULE ON SHEET W 9EET ie FUR 1/IB cT W. $Qa1X.lEW SHFII "FOR RI SHEET YN000. .,+ 9AIM(D&Q� (BOW-Te)CONT.—^�•'�.:. FINISH � 1/z•YIN.Cox 11 FOR BLADE IDMD 11 FOR EupE Q�A19 1/z• 11 FOR HRLmA`D ALUM.CLOSER PLYWOOD. M SIM 19 FO! WALL aN SHEET IB FDR I ON S W 18 FUR I i 2*&P&I. RATE(LOCATE 1/2 __. BLADES©&�ji FMH ; BLADES &O ' SADCS(D&8 AT EITHER SLOE Mw I I .us[,• - T— / 1 y y �aTS Q S.YS. /i0a1/2'S.YS._/ L J I V� _—-T.''• (t1 Fm,n�.a�° _ i 018 O.C. _ _ . ._.•. f/ �' '*°isTUGP,1i/•ilml Aw�irxJD � ,. .. �t� ,m4+Ol4IIb IEOMYaT' SEE DETAIL X FOR,) 11J OR�q I Omw sX4 a 4UT ,OR®� �A♦ 510E CONNECTION ,j � SEE DETAIL%FOR...'. 1 OR Rq '.I TO TRACKS SEE DETAIL X FORJ Axe.®aV.07-a a.Q�./ SIB CON o TRACKS ®aU'70 aO�•�- SIDE CONNECTION (,OJ'®p1Q�'�®'®-J �,'�S' O7 B D' �s®- ©•®^' TD TRACKS ' �°1�'�©•lY- O O•©.p.p.®. Fa•®a®Obi®- ©•0 END CONNECTION DETAIL(7 END CONNECTION DETAIL. END CO CTION DETAIL. -END .CONNECTION DETAI ® - - NDlE „i/4.4 TAPCON WLTH 1/4'O TAPCON WTIN OUSTING GLASS _4,REWIRED ONLY FOR SPANS GREATER TItW 1Y-ll' E%ISTNC CIASS� ADVANCED THREADFORY AOWNCM THREADFORY - j..--.....__._...._.Lt_ jTECHNOLOGY RN SURM TECHNOLOGY RN WIDEX J- 2'x4•WN.WCOD ANCIIaRS W/1 1/2'MIN. ANCHORS W/11/2 Mw. :THRID0 P '.'ITTON TNREMED PENETRAT,ON ♦ SEE LIMITATIONS OF USE OF W STAMM STUDS REO D-'T ,IN,D SRW O 12"D.C. VETO STUDS O 12.O.C. gi0A1/2"S.YS. AM SEPPRDXW ro aAs(SFr ola o.c.^' To oLAss ! r-4 BLADE(BON SHEET 19 S1 FOR ON SWEET p \ "+. .. ,/2'YIN. 11 FW BADE LDN9 i` / •. y/y IT fOi HALE IV AND i�41' \..� ®AaU(Ds FOR I.. 1/2 1 _MIN. 1 10CIRA it $ YINZ T" L_ ` y i JJ}��d. /�� /� (?. �.t,-gig,:. .T,�!;fi.• .:::s rLF _,� �- i�OR�Da�Oa 2 4 MIN.WOOD �y OR©OR�ORI VIEW Y STUDS REO'D. FINISH !_. .lw©,®.�,IO'- ©O PLAN END CONNECTION DETAIL j END CONNECTION DETAIL ® DETAIL X FLORIDA BUILDING CODE (High Velock Hurricane Zone •SIX\',111111 T/i�/� 02020 TILTECO, INC. p0220020 .EASSTERNpMETAL ySU,PPLY,INC. `\ram'••,......, dA9Apy - BERTHA H*TM 3Q,•��pENS � Accordion Shutter System IL EC�► �M�. i No.40 = ■ * ■ ■ Kv. BLADE. l w/OR w 0 LLv.WNCON MADE TiLLIT TESTING & ENGINEERING COMPANY American Shutter Systems PEY.Ne DESCRIPTION DATE DRAWN.B(: Y,p R•• SIAtE ._ ��ry B3SJ•N.W.3H.5L,Sb.3a5,YIR^„R"A GROEHS.FLORIDA 3J,I Association, Inc. I OLD T7-12z l8/z OATS 7/a/20zo A••, - y7"'/•ALA�7 Phune (305)871-1530.Fax:(305)671-1531 4268 Wesl Roaos Drive 2 ` t e- 0:tilt-0-1— West Palm Beach, FL 33407 -y DRAWING NO CA- T Phone: (800)432-2204 F— (561)209-8380 — %��AA�C`.SSi..•. �(>�.T,2� WALTER A�TLLRJr.P.E. 4 20 .169 AAylllll�NA \\\p�.E.SEh/SIG(JATURE/DATE FLORIDA Ue.If 44167 5 SHEET 6 18 OF 20 ;:��.. ,t�, •GENER41_11MRATTONg AND GOND�y�j OF c MR 6 e >t ti5'O� nl;d uNlsoN WU NV n(ON eL;1TTili T.Y tiORPti�^ IA ?" a � w(Noativ BUDS nnY ,A, ',.O. j®5r5� ;., _ 1.MAK A.S.D.DESIGN PRESSURE RAnNU`+110.- 110 p.e.f. .IlM IP 2-MAX.SHURFA SPAN:96'. ... 3.ALLOWED MOUN INGS:A.D.G&H ON SHEETS 6,7:AS WELL AS 1ADUNi1NG5 M,0,T,U&WON SHEETS 16&17. ONLY CENTERMATS 3 (2��2 BOTH W/(2N4 OR A ARE ALLOWED IN CASE WITH Ci�i _ __ MUST BE INCLUDED ONLY OAT EXTERIOR ACCESS SERE OF OPP INC ARF9 "EJ O a0ee (/j 5.(A)tN WINDOW GLACE 1@SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP,EA END i (YO HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. (8)ML4.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE®A MAX.5 WININDOAS OF AN'f 3"0 HOLE FOR®SHALL BE 12'. ALLOWED HV (C)FIRST OR L�BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE® "DOW BLADE 1 (D)HV WINDOW BLADE I MUST BE USED ALTERNATE TO A SOLID HV 6LADEO THROUGHOUT SHLIRER'S Y710TH. •Y (E)CF T6 SHALL ALWAYS BE INSTALLEDADJAGENT TO A SQUID III IS BLADE 1 RT EITHER SIDE OF THEM. •i / l.b SEE END 1 1 (F)POLYCAR13ONATE HY WINDOW 4 SHALL BE INSTALL©50 TABS FACE THE INTERIOR OF THE OPENING BANG PROTECTm.Hv WINDOWTH(a�4T)MUST BE CONNECTION ' 4 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRQNDED BY AMA, DETNLS ON SHEETS INC. 10&18 T1'P. SW6� S.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME NLL HIDGHT. L'i� s 1} 1 �-� gpFpgiB BUILDING'S ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD SEE NOTES z P P u�$' 1 &2 ABOVE). I ^�@w 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLDCR WALL ON SHEETS 12&13 AS LIMITED BY L_.. I - SPAN Ati0 DESIGN LOAD(SEE NOTES 1 &2 ABa&). 6.MINIMUM SEPARATION TO GLASS SCHEDULE (TYPSEE PLAN FOR REOUIREMEhTS) - SHUTTER S. MU=TION D (SElPP&80TTOM_ ....... ..._.. --NUMITED WIDTH. W � � � SHUTTER SPAN MINI ELEVATION MN.E PuvnoN TO GLASS EXRTING GLASS -(SEE SCM4DJLE O:'3icc^"T 12 FT1R Ell✓:E .. --Z-.---.- -_- A\n ON TH59t'LT FLR liNX:Sm& - 2 \ �(,' �A� \ _ i k \� O zCil_.._... SYM Ric?L CENTETtMATES `:y .-._.-.._..._...- W/ OR 5 MD _ W/O (S NOTE 4 ASOVE) ` PLAN ....................... � TYPICAL t 1 a HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 22 SHUTTER'S f�1 N.T.S. ,. ! FLORIDA BUILDING CODE.. Hi gh Veloci Hurricane Zone (ilttll7�I/T4.�� ®202o nLTECo. INC.P 02020.EASTERN METAL SUPPLY,INC. BERTHA HVTM No Qa1 7 (� ;- �-O , A■ ■ �■ Accordion Shutter System 7 �.v. MADE#I w/OR w/o N v.wttmat+etAOE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems i ETC ' Y RfY-HA _DESCRIPTION DATE CPAWN LTY: My STATE' F /U/d 6354 N.W.36th.St,5fe.JCS,Vf f GARGENs.Ita. =v ASsociaHon, Inc. 1 OLD 17-1 Z2 16/202 DATE 7/5/3030 A•• P Phone:(305)S71-1530.Fox:(305)871-1531 4260 West Roads Drive 2 DRAWING No e-mob:ult-*..I— West Patin Beach, FL 33407 CA-0006719 Phone: (800)432-2204 . FOX: (561)209-8380 3 ZO-1 FJ9 0NA HN�1p�E.SFAL/SIGNATURE/LATE WFFOORIDA u.W 46187E s SHEET 6 OF 20 REQUIRED MINGIUM YARIES. INSTALLATIONS W/ HV BLADE & HV CENTERMATES r 6x, ,/4•xo.035 THCK r 2 M INTO METAL. STUD WALLS * �((a4)-053 gL � Min.ASiY A-6S3 GRADE 40 .Min.G-60 GALV.STEEL 43b - .. Qp. METAL STUDS AT I6 O.C. '1®6 O C' ,4 41 A :a7s 3k S USEA UMllNU1S�LE—EVE w J t--1 _ - t I I 6063 T5 ALLOY Min �43a oa 12 $o j INS7AI!AT1QjJ T4 METAL aEUD-WALLS b LREousRED ldMYUM , r r ... N ..,—�3.000�____ 1 3/ax 6 t/a•x 0.03s•1H1CK ne. ( 0 6•O.C. .. - ... - ,. _ �ARATION TO G(1 SCWEDULF CONE. -65 STEEL t40 G-15 L.I 43C ! t ' i i ( .... .I.... Mox. ASiM A-655 GRADE M Yin.G-60 I 0 6'o.c.; 39.1 ' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 ps.f; _ GALVANIZED FA51ENm TO STUDS , LUSTING cFINISE O a -MINIMUM ( W/(2)d5x,/2•TE%SCREWS ON INTERM&EXTERIOR FACE � E 2. MAX. SHUTTER SPAN: 84" �ARA�- OLETIGTH+ t' MIN,SEPARATION olmac Guns To cuss 3. ALLOWED MOUNTING: M@ ON THIS SHEET. 43 114"18-20X3".80LT (SEE SCHEDULE) I ') w 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 3c 1• i -EXISTING FINISH n5 APPLICABLE R - WITH 21 AR GED A METRICAL LAYOUT. [.. 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P r ,. 02020 EASTERN METAL SUPPLY,INC. j 7 BERTHA HVTM ?��•'' GENS e� �a ® ©© Accordion Shutter System 441 V. mane 1 w/OR w/o H v.WINDOW MADE x ND• -- — American Shutter Systems RLY.No DESCWPTICN 'ATE ORAwN er: Ms _.� TILLIT TESTING &ENGINEERING COMPANY a a _ Association, Ina I OLD T7-t2z /6/z'z oraE: ?/e/2Ozo Z*'; E365 N.W.W6 .SL,stc.303,YRGINU GARDENS,I'LOWDA 331 4268 West Road.Drive S gTP(E fj„O��y/j Ph—:(305)871-1530.Fax:(3G5)871-tS31 DRAWING NO Z-O• P '�-((// a-m'I:uKRco®aol.com West Palm Beach, Ft 33407 3 A 1�,';90"., fLOR �\� aCA-OW67i9 Phone: (800)432-2204 . Fax: (561)209-8380 4 2D-I w • Y - -- WALTER A.TILur Jr.P.E. '/�A��hp;DNt :..SEAL/SIGNATURE/DATE Fl.ORiDA Uc.1 44167 s 20 OF 20. ..