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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS ACCORDION Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGE. 40 ., .-�.'. '�` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Fio�;qo rProduct Approval USER:Public User ��7 ^ ( !D r Product Approval Menu>Product or Application Search>Application List>Application Detail REVIEWED FOR FL# FL389-R10 CODE COMPLIANCE Application Type Revision STo LE�J� CIE COUNTY Code Version 2020 Application Status Approved BOCCi`�/ Comments Archived ��L/� 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 He Copy' Address/Phone/Email �"d 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 Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence FL389_R10_C0I COI_ASSA BLADEI_,pdf FL389 R10_COI COI_ASSA—BLADE I_Zdf FL389 R10_COI COI_ASSA BLADE3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 3 1/5/2021, 5:00 PN Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE. Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ) - Drwg 20-165 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10_II DRWING_ASSA_BLADE3.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-3"for 40 psf FL389 R10_AE_PER_ASSA_BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max. ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 20-164 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA BLADEI.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389_R10_AE_PER_ASSA_BLADE1.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 20-163 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRW_A SSA_BLADEI_2.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389_R10_AE_PER_ASSA_BLADEl_�df for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12, 25 and 28 respectively 'Bads Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.-Cgpyjght 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here_. Product Approval Accepts: MA LE�_-_dM 2 of 3 1/5/2021,5:00 PN GENERAL NOTES: 1 BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th 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=D.85, USING ASCE 7-16 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 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1• HV BLADES(1 & 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 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 bw USED IN THOR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H,V.ACCORDIGN SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPCAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL —HV BLADE O 00214.01-03. #0715.01-03. 01OD4.01-05,#1214.01-05,00317.02-06, #0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-2G3 PROTOCOLS AND ASTM E-1886 AREA I HV BLADE(D AND HV WINDOW BLADE (1-4 AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE (WHERE APPLIGARLF) —HV WINDOW BLADE ©90505.01-08 AS PER ASTM E-1086 AND E-1996(MISSILE LEVEL O,WIND ZONES 1,2, 3) BASIC PROTECTION ONLY AND# 0725.01-68 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2. HV BLADE i AND HV WINDOW BLADE INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 Q ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—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#140.75"RESPECTIVELY, 410—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 kei 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 EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 ksl AND 35.7 kst FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 6005—T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 RESISTANT SCHEDULE— CONCRETE& BLOCK SHEET 12 CORROSION RESISTA COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ka1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.3.4. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 7, SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1D: 12,13,14.15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 HV BLADE( &® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 B.7H15 13ERTRA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT R6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT A5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 SUPPLY.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/CAULK AREA I HV WINDOW BLADE had ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RNN 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 4m HV WINDOW BLADE(1�DN Y I I.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 1709.92 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. (c)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. (h)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. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; �II;II ' 02020 TILTECO.INC. _ @ 2020 EASTERN METAL SUPPLY,INC. ,•��`'� ..,.:.. /�'�%,, BERTHA HVTM '�? \CEN, e L E C O �� ®�o�e Accordion Shutter System 1 N c. FLV. BLADE#1 W/OR W/0 FLV.WINDOW BLADE No.44157 —��� TILLIT TESTING & ENGINEERING COMPANY American Shutfer Systems Lv.H DeseRlPnoN DATE DRAWN er: M.P 6355 N.W.380.51.,St,.305.NRGIMA GARDENS.FLORIOA 3316! AS90CIOtIOB, Inc. 1 OLD 17-107 1/2/202 OATS: 7/2/2020 STATE C F Phone (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 'fYO•, F c--ill:tilt..s6191.— West Palm Beach, FL 33407 s DRAWING No . �OR(i. — �S'•......,. .�'G� `` WALTER A.TILLR Jr.P.E. 4 20-1 64 ONAL * ���` EAL/SIGNATURE/DATE FLORIDA u..0 44167 _ 5 ___ SHEET e 1 OF 20 1, BLADE r/ O VARIES 0,�0 SA l of _1.20D' .. 0fw 4' l� ^- 1?�=z=�.V� r' 4.J71' tea. I � 4.J85' -_ "� _-�" •D� j � i �` 5 (()` ry 4.999' _I_ ' ��/ �0. ��� �v.�• " .J7¢' ry C5)II ..90'/ 0w* TART ��UNOEPATENT C��V UNIVERSAL FLOATER em EKE � 5458179 QUALIFIED FOR USE W/ HV BLADE(1) DIR C (J DUALIFIED6CR USE W/1N DOW BLADE' 6005-T5 ALLOY AND TEMPER IED FOR / HV HV BLADE 1 TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 E 1 6063-T6 ALLOY AND TEMPER _ 3.226' _1.500' 6063-76 ALLOY A D TEMPER _ L I (TYP•) 67Q, �?$`J .2.8.64_7-20"" 3:556' 0i _67Q 7.H0I 0 0-- __.i .67 2.226 07 7 HY ADJ ADAPTER WlP4.697' OAY 0.072" I jS n o f �rvn _ .Z175• 3.226" _. QUALIFIED FOR USE W/ HV -.9zo BLAD 1 8 HV WALK-DYER TRACK ; 0FfV ADJ FLOOR TRACK EO QUALIFIED FOR USE W/ HV go HV TRENCH TRACK :-255' 6063-76 ALLOY AND TEMPER (� 3.750- _ QUALIFIED FOR USE W/ HV BLADE 1 QUALIFIED FOR USE . HV '• ' (� 6063-T6 ALLOY AND TEMPER BLADE N BLADE ONLY. 0 V 6063-76 ALLOY A D TEMPER H1 VARIES - 1.9 - 6063-T6 ALLOY AND TEMPER QUALIFIED FOR W/ HV VARIES 1.936" 6063-T6 ALL OYEAR1) TEMPER p _!...063" '--083' '100. m J' o-•_.083' v I �T „ " .09J .125 ' r R 11 h I .D60" o'., <a a .093". _ 093'b O60" �L 870" .- 0P� 9110\ r670' , aCL_--r1 (_ 3.520 o .... '3.520' 3.529" 71 HV CEILING HEADER �5 3s29" 1`1 13 �D CEILING 0 LIFIED FOR USE W/ HV BLAOE(I)ONLY, QUALIFIED FOR USE W LADE 1OONLY SEE SECTIONS FOR VALIDITY 6063-TS AND TEMPER QUALIFIED FOR USE INBLADE( 14 HD WAL HE L ADER/SILL 6063-T6 ALLOY ND TEMPER SEE SECTIO VALIDITY QUALIFIED FOR USE W/ HV A - LLOY AND TEMPER BLADE V ONLY % -I 6063-T6 ALLOY AND TEMPER Tt _ ' COMPONENT q B T7 T2 I '"I'- �" MN%MN YMNt X Y t 1' 1' 0.082' 17 2' 5'MAX.', 1/8" 1/5" 2• 5"MA.'0.192"10.192" x (1:0 SIDE ANGLES ! QUALIFIED FOR USE W/ HV L1MINUM ANGLES 1s 2.5" ,7"MAX!0.190" 0.190' CO CORNER POSTS BLADE Q 1 QUALIFIED FOR USE W/ HV QUALInEO 0 USE W/ HV - - BLADE Q 6063-i6 ALLOY AND TEMPER BLADEE 1 D ONLY. 2" 5-MAX. 0.139'1OA31" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER IS FLORIDA BUILDING CODE(Non Nigh Velocity Nurricone Zone �,y'�1`11 III 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. ``\.�P�'�••,...:... �/jJ,, --..._�ERTI°�A HYTM VM Is ���.�®�� Accordion Shutter System No.441 7 KV• BLASE#L W/OR W/O HV.WINDOW BLADE American Shutter Systems --- =_ TILLIT TESTING & ENGINEERING COMPANY Y _EV-NN_ DESCRIPTION _RA DRAWN By;_M,p _ �/ 63"N.W.36tk St,Ste.303.WRBINIA WDEN6.FLORI04 JJIeo Association, Inc. I ! OL0 17-107 7 02 DATE: ] 2 2020 STATE Oi �d a��L02eJ Phone:(305)871-1530.Fax:(305)871-1531 4268 Weslroods Drive 2 / //- �0�•, FCORI�I .• �. P-ncic 1iltewOOPl.cOm West Palm Beach, FL 33407DRAWING No �i s'••'••••••• WALTER A T11_Ur Jr.P.E. ` _ -._.-.....-_.._.._ ._ 20-1 64 0NAI (21�!`\SEAL/SIGNATURE/DATE r oRIDA u�.q 44187 _s__ _--.. _-__,_ _.�L ,_ SHEET OF 20 6 4.660" ,745_ 2,283- _ f/4•-20�1/:' I/4•-20 DIE GIST -i P.J34• FIAT HEAD /'�q� TH S.S.M. D HOUSING ENAMEL p• •I t, S.S.M.S. 4 !VI(ED PNNTEO I/4•-20 b t� i)IREADED(2 TYP.) DIE CAST Ro -- O•,lA M1 I RASING ENAMEL RAKED (� a I .. .m'J o�l..:OFD _ . 0 1� l_�� of o - EGRESS TURN 1 _ C 1'• G'' 1 325"_ I n1 NI o 06ry P{ -.a� vt I I n I'" lly m, 1 KNOB. c 87 r - s1e� _ 2 - 1 .. - - __I._ - SS CYLINDER BPA55 CYHNDER A0,1 _ _ I, ,O N �I I ml kUKEYS(CHROME (:..E PLATED) C2 V �s. o " 1325`_ v QUALIFIED FOR USE W HV B E 1 & 1A ONLY 2 HV FLOATING CENTERMATE m,g,. • •,o�•••- ��fl-, LOCK/ (� U ,� ® K HV EGRESS LOCK 6063-16 ALLOY TEMPER QUALIFIED FOR USE W/ HV BLADE;1)& �A�ONLY _875:1 QUALIFIED FOR USE W/ HV QUALIFIED V 6063-T6 ALLOY AND TEMPER HV C RNER CENTERMMBLADE D& Ily ®ONLY. 0 ALIFIED FOR USE W/ HV BLADE 1 ONLY 250"0.0. ,518- 2.874• 6063-T6 ALLOY AND TEMPER PLASTIC HEAD r `I I - 518- 1.756' 4.045" s21- MOLDED •!^ m I _ - 'CREW {• 1 _ 2.079•...__ 1.753" }J I ^i I Vn',j LDIw•_. o p6ti; o P n; o n, = I,-:360•AFTER RIVETING 06j 1/4"�-20 5 x�3/4" BEFORE RIVETING L000•_ 5.5. 1 4"0-20 RIVNUT* I - THUMBSCREW / of r I e^ W c�' SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 2.750•. 2750•, SHEET NUTSERT,PART#0620,AS MANUFACTURED BY AVDEL PLAN FRONT ELEVATION ® HV MAL " " LOC C 4.5 fi ,4� 1 '622-I CHERRY TEKTORN,PARSPPENY,NEW JERSEY 07054 OR EQUAL 4� LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(T)ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- W/HV BLADE 01 ONLY, BLADE 1Q ONLY, 1,917 1.917- 3.161 11 i� 'oi- f i - �m „432 O - 0 063" .. 4321 THUMBTURN C��- 214" °0� .063 _ .062" =I_ I •[� CYLINDER OR _ - -.AG7i' KEY CYLINDER /11 fL, .214' m 1 .545- 0.875"Min. U31 D C 0 O G OD .<s " ^ ° 1 .1zs Max. �2 HD CENTERMATE W/ LOCKING ROD O°° I_ I QUALIFIED F I �(A QUALIFIED FOR USE BLADE 1-I& i1Al s -T6 ALLOY AND TEMPER 6063-T6 0Y A ER 4HD CENTERMATE'S INSERT e0, - 1:1 0 VARIES, 12• M. QUALIFIED FOR USE W/ HV BLADE O7 & 1� nA of 1/4 0 2D S.S.OR 3/B - ,1.130" 6063-T6 ALLOY ND TEMPER �Y nH qj (SEE DETAILS)BSCREWS i1/2" I - - C JDER KBTURN OR /. LDD LOCKING RODS :,s .6Mm. CYINDER -� I 157 .78•Max. .J L.1/4.O IFIED FOR USE W/ HV BLADE01 -•375.0 "6063-T6 ALLOY AND TEMPER B"�-�6 ��4 —ZO AISI 3O4 BY REGENT HARDWARE MORTISE LOCKS SERIES 2J33 HOOK BOLT LOCK. ALLATION WILL REQUI /16" HOLE U BSC ERIES S S THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& OA AT TRACK OPER EMBEDMENT SE W/ HV BLADE'1'' QUALIFIED FOR USE W/ HV BLADE(I) FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone ��` �•\• /��✓' 02020 7IL7EC0,INC. _ -__02020 EASTERN METAL SUPPLY, INC. �.• �\CEN S�CJ. BERTHA HNTM / TiLE C O l N ®�® Accordion Shutter System N0.44 67 H.V. BLADE#1 W/OR W/o H.V.WNDOW BLADE American Shutter Systems --�------ — TIWT TESTING & ENGINEERING COMPANY Y EV_IN DESCRIPTION GATE DRAWN BY: UP STATE F /?O?o SM N.W.361h.St,Ste.=$.VIRGINI GARDENS.ELORDA 3316' Association, Inc. I OLD 17-107 %2/2020 DATE: 7/2/2020 i O'•, F Phone (30.5)B71-1530.Fax:(305)571-1331 4268 WestroodS Drive 2 ---- e-mail; -- ��F� �ORI •� -0006719 eT West Palm Beach, FL 33407 -3 ---------DRAWING No ixAA/sS+�ON AL.. `\.L._..--- WALFLORIDA LiI. 44167E -9 I - 20-164 un1L11N L�•�• SEAL/SIGNATURE/DATE — _ _ __._— SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV T, HV CA) .3/8.1 12"MIN CL&RANCE 10 EILADE 0625 -- I (D HV BLADE I CO.,G E iT11P -062 d HV WINDOW ALADC Cjf4 2 t,' 6?5"-. 5" HV BLADE 1A I y OPENINt HV LONG RECESSED NYLON BUSHING BLADE'S 1 0/11 KNUCKLE C)625'-- (Typ) 0 0625," HV SHORT RECESSED NYLON BUSHING T HV NYLONw i i FLAT PORTION 71.750 (D OR 0 1 HAT WASHER :�7EIAIOII HLAUE HV WHEEL CARRIAGE AISI 302-303 SERIES 44 X X 0.870"x3/1 6' THICK NYLON WHEEL. 2 7/8-MIN.- CLEAR 315-0 SEPARATION 0.188"0 AISI 302 SERIES S.S. RIVETS �3.7500" OM�EEN i.0 .0625" HV 1 3/4" ACCORDION PIN W/ #13 HEAD EXTERIOR I HIA JE �t 5 3/4- 6 OPENINGS ON CENTERS -1147r"- @ HV 2 3/4" ACCORDION PIN W/ #5 HEAD r 2 .7500' 1/4" UQ&nm _4 5 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW 1111TWEIN; TYPICAL HV WINDOW BLADE 13 AND TAFIS 9 309 1 POLYCARBONATE HV WINDOW DETAIL OR (fb I N i.1j. �EEJ,N 0" @OR E-0-MCAR-fMATE Q TANT V 1E.1::NT0SR) -T K5n WIDOW I RAYFR MAKROLON 3103 POLYCARBONATE 01 1 RESINS, UV-STABIU7Ff) GRADE OR SA131C 12 1,1,1INCL ' ,'t N 103 RESIN �"QUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR AD TO p 4 ME INNOVATIVE PLASTIC LEXA EL�C (SEE NOTE '-F ON SHEEI '19). BY �1 OR — (I) HV PIN SHAH. ALWAYS RIF USED AT ALL EXTERIOR @ �.C) ,I. IT' BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR HV 0 BLADE. EXTERIOR POLYCAR13ONATE SOURCES FOR M14) RMLT TYPICAL SHUT ASSEMBLY — TYPICAL PROPEFIIES STANDARDN,TS, HV P114 42 OR TV1 AT (2) HV PIN (9 MAY BE USED IN LIEU OF 0 AND ONLY AT EX R,OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ FIV(D 00.324" OLADE'S KNUCKLE. (SEE NOTE * FOR -1. In O.O.�b/m, 0.043 tb/!.� BLADE WHEN CORRESPONDING 10 INSTALLATION "11", SHEET 7. REOUIREMENTS) Typ 8�lr TENSILE YDUO SMENGD4 WE, 9,40 %wo-.1. .04 (3) HV PIN @ OR @ W/ 1/2" C.D. 1/16" THICK S.S. WASHER rjl,� 5 > FLx U"Al ASFM)7" 340.030 345.000 INSTALLATION PER DETAIL X,SHALL BE USED 170R DIRECT MOUNI S W-10) AST.0256 1.-h/� 17 Fr-1h/x, SHFC1 WHEEL CARRIAGE DETAIL -43 47.2 z .1.5 N.T.S. O.REMBLY LAYOUT PALE OF BURNING ASTM DW C-1 CLASS C-1 CLASS SELF ICNIIION ASI.01929 - —F X&ILLEMG.. ASFP 0155 l-UE.—.1.W T.ExN TENSILE SMESS BEFORE WFAM _j AST-i ASTM 638 93 2 W40 p.­ SFta ,1 , HIV BLADE SOLID & 1A HV WINDOW BLADE DETAILS N.T.S. FLOP0 BUILDING CODE(Non High Velocity Hurricane Zone; r,2020 TILTECO,INC. Q 2020 EASTERN METAL SUPPLY, INC. BERTHA HVT. ® c Accordion Shutter System A.S.S.Aw H.V. BLADE#1 W/OR W/O H.V.WNDCIW BLADE IILIECiN . NO-44 61 !EV.Nc DESCRIPTION DATE DRAWN BY: M.P American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY 3 6 Associciflon, Inc. I OLD 17-107 1/2/202C Dore: 7/2/2020 -155 N.W.35th.St..SI,.30S.VIRGIM WOENS.FLORIDA 3IC( Ph... (305)571-1530.Fax:(705)871-1531 4268 Westroads Drive 2 S; "ATE F DRAWING No -aif:VROCOCCOLCOM West Polm Beach, FL 33407 —3 ORIU WALTECA-00067 9 L 20 164 X to R A'TIL IT Jr.,P.t 4 RIOA Ua.#4,6-1 SHFF.f ',t6AI./SIGNATURE/DATE 4 OF ®' °" �D(®®f��]� ©�,\\ *NOTES ON HV LQCKS AND CENTERMATES; Al, B, C> a) V•G'/ (N CN 5 i T (V� V w`L�•`LJ I. MANDATORY CONDITION /1: ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN @��'�•��� OR 12I ABOVE OR BFJ�OW g2 OF SHUTTER SPAN FOR SPANS UP TO 105'/AND FOR INSTALLATIONS T ANY ELEVATION. HV LOCK 1�or(��^MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Qj)OR It I I CENTERMATES W/(2) 1/M1'0-20 z 1/2"LONC FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 16 a'20, .Tiv� p I I 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP 70 TWO HV LOCKS OR 2MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES ,; 1 123 D_ OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE, LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. C" DB-NYB_ V HP 3. OPTIONAL CONDMON 42(VAUD ONLY WHEN I"DAFORY QONDMQN 11 QR LIMITED MANDATORY CONDMON • f2 IS USED WhWO H.V- LOCKS)• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 24.' goRg6 oR i40 oR g Qa (8 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE v I I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). dLI' —d1�V4� 4. MANDATORY CONDITION /7: ONE HV LOCK O?� ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, N ` ATTACHED TO @ CORNER CENTERMATE W/(2) 1/40-20 x 1/2' LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �o Hoc-xvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK U or U FOR ANY SPAN AND O I - - ET '� Si INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 1 HQD-HIED— 3 3 xoD-xyo I c OF 1/4"0-20x3/4-S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20z3/4'ALUM. �� `�' o RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ' LOCKS AT 1/3 OF SHUTTER SPAN. 1(51 T`"T 6.MANDATORf CONORWN `3 FOR KEVSIDNF MOUNON INer ueT10NS• ONE HV LOCK or or® SHALL BE 1 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 9W, AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK®or 6 or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. SEE END I I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION C L - 3� OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E) H I J K L N p O- R t,V N 18ELTS F & *NOTES ON HV T LOCKS AND CENTERMATES' IB TYP. FULL I' I ' I � n HEIGHT. 35' „xuxnm w�mx - OF CORNER 1 . SECOND&MNATE TO MANDATORY CONDITION il VALID ONLY FOR MY_'f_WCK db,WD MURMATES a AND CENTERMATE ONE ALTERNATE HV"T' LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS®OR FOR ANY SPAN AND QDn®uR©a ODROoR IQ .(�3 oR INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK(1)INCLUDES USING REINFORCING LOCKER @,AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10 15 DR(� Q3 m 1Q.©°" CONNECTED TO CENTERMATES®AND®W/ 1/4.0-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-200" S.S.M.S. INTO A 1/4'0x 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 7 7 DR 6 7 1 D" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. Qa®��g•�°"� �DRQa® *NOTES ON HD LOCKS & CENTERMATES' 1.HD LOCK!L W(HD GENTERNeTESItt OR(;2 W/421 : ONE ALTERNATE HD LOCK® MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS(24 OR ITS'FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO®IS W/3 #8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT�AS SHOWN ON SECTIONS HDB- AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; II III 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. •����` �' "w,, BERTHA HVTM �� ® � Accordion Shutter System H.V. BLADE#1 W/OR W/o RV.WINDOW BLADE No.441 i - American Shutter Systems EV.N DESCRIPTION DATE DRAWN 8Y: MP *; TILLIT TESTING & ENGINEERING COMPANY * Association, Inc. , OLD 17-1w T // 6J55 N.W.J6N.St.,Six.J05,VIRGTNIA rMDEN6,FLORIDA 33161 /2/202 DATE: 7 2 2020 ' STATE D _ Phone (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No �'•, a-men:tateeomaol.eem West Polrn Beach, FL 33407 s 20— 64 O ` CA—a006719 �ORID�' "'x4"'•�` WALTER A TILLIT Jr.P.E. x ii F t �� ss/CNAL �G%�`�EAL/SIGNATURE/DATE RORIDA Ua 44167 5 SHEET HIH 6 5 OF 20 -CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13) REQUIRED .1/4'0-2Ox3/4'S.S. REQUIRED REQUIRED _ CONCRETE ANCHORS MACHINE SCREWS CONCRETE AN 5 17 18 OR S F_ONE(SEE MOUNnNOIR ON SHEET 7) (SEE SCHEDULE ON W/ I/4'-20 \ (SEE SCHEDULE 0 EET 13) OO ® SHEET 13) NUTS 0 12.O.C. �- - T2,oR1�4 Min. 1/4'0-20x3/4"S.S. I Min.-I p , Ea-I-EO-; MACHINE SCREWS _ I I -- USING 1/4"-20 NUTS •{_' !\191 �-EO.--EO-J 1 2 ' 0 12"D.C. j 1/ ✓ tit E. D.• I {.25('No -, - +' i 1L - 61 ) OR r p E D. .250" .250'Max. \ 1 1 II Max. 11 E.D.• I I E.D.• � I I ura SEfv�Anw I k}�I 11 I OPTIONAL 1 PTIONAL P I I ' TO a -(sE I�It' IEae0.® II 1 i I '1 OR 1 i 'I I I EXISTING _ MIN. SEPARATION TO GLASS GL45S--', ON sNEET 19 ETai �1 1 I I 1 I -I I,r!_ o- SEE SCHEDULE ON SHEET 11 EXISTING 9ADLS(D&Qa i I MIN. SEPARATION TO GLASS I 1) 4�55 ( ) I I r. -(SEE SCHEDULE ON SHEET 11) +III 1 I! I ' EXISTING Gvss� li.�..$ I.�i ADER INSTALLA HV WALL HEADER INSTALLATION TIO � - © HV WALL HEADER INSTALLATION + KEYSTONE EXI {' -___ MIN.SEPARATION TO GLASS LASS MN.SEPARATION I I Y OR ®♦ I I I�!�- - (l i EXISTING___; (SEE SCHEDULE ON SHEET 11) Ta LLE O(SEE I I 0 1 MIN. SEPARATION TO GLASS I I ! )—So aI SNEET fl I Il i—SEE SCHEDULE ON SHEET 11 I I GLAS5 tt 11 SI FLIDE FOR -" r rt , ( ) i V ON 9QT 19 Tpl 1( I I mADEs CD QA I 1 EXISTING i i ' ry@ i--OPTIONAL 1 GLASS--I� I 1 T.D.• 1 I E.ID. __ 1{ 1 I 1/4" OPTIONAL ri _F ll I/4"Max. _ �_ l I_ Max. I ' E.O• • I __ - 13 an 15 E. D.'. Ili l i I I l iv i t i • I - L I/2. ---- (19) I I E0 EOan - r _ 1" 1 I/4.0-20x3/4'S.S. _ Min. CONCRETE ANCHORS O O O L EO PHILLIPS TRUSS HEAD 1/4"0-20x3/4'S.S. PHIWPS 1. 1 I 17 OR 1 8 MACHINE SCREWS USING - CONCRETE ANCHORS ....TRUSS HEAD MACHINE SCREWS 12oR14 ! EO- ',_1"_ 1/4'-20 NUTS 0 12"D.C. ' (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12'D.C. (SEE SCHEDULE ON SHEET 13) Min POURED CONCRETE SHEET 13) RED CONCRETE.. OR CONCRETE BLOCK OR NCRETE BLOCK •--- -4 - - I WALL OUIRED D HV WALL SILL INSTA 'CONCRETE ANCHORS REQUIRED rr1 O SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL.REQUIRED O HV WALL SILL INSTALLATION NOTE_E SHEET T TYPICAL SHUTTER INSTALLATION DETAILS W/ 1— SEE SHEET 4 FOR TYPICAL SHUTTER E.D. - EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR 'I I..I\' 2— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECInCATIONS ON SHEET 13) BLADE 1A ON SHEET 19 �.1 1 1♦ BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TVI III ((17�x 02020 TILTECO,INC. B 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTV Accordion Shutter System 0 U E c o c ® ® FLV. MADE q1 W/OR W/O H.V.VdM W MADE No.441 '7 American Shutter Systems '*: * TILLIT TESTING & ENGINEERING COMPANY Y Ev.sc DESCRIPTION DATE DRAWN BY: M.P i�•• Association, Inc. 1 OLD 17-107 7/2/202al5w_.) BJSS N.W.351M1.SL,Sle.J ,M-NIA fMDDJS.F NIDA 33- DATE: 7/2/2020 z�.• STATE 0 Phone:(305)B71-153D.Fax:(305)871-1531 4268 Westroods Drive s DRAWING No D F GRID ���.� °_m°.1 11teco®°°I°°" West Palm Beach, FL 33407 3 �7 C /��i,,�rf(ii••......�G3�\`�` WALTE A.TILL 1Jr.P.E. a LQ-1 V4 x4Y�I��NAL �CiL`� SEAL/SIGNATURE/DATE FLORIDA ua.y 44187 5 SHEET 66 Or 20 ... POURED cONCRE HS MIN.SEPA ARCH �_ A CONCRETE 'CIIEDULE ON SHEET 13) 706TAS5(SFP 1 I ) OR �I� yq I Mr+ s[rAl nuD 1 \ RT(UIRED 6 IEDUE ON 9HFZT ' E%ISTING 'I ' TO GLASS EDGE 01' -I t1 FOR RIDE Q)AND ') '- GLASS - 111 i i ISCC SCNE9}LE ONSLAB IF ONSHEETIBE.D.' - - APPUCABLE C%IINCSW'Ed EU- ALTERNATE ANCHOR Cxl$TING '.III i LOCATION -^--_ 1 i GLASS �--1 l I I g')nz3/4"HEX WASHER HF1+0Z!j i I -- • ( - ()),1 0R t)3�OR`,�) TEK SCREWS 0 12"O.C. \ `I III VIT,uIN�RTL CONCRETC ANCHORS EDGE OF SCHEDULE ON SHEET 13) SLAR I! N 'I FO'= -- EQ + APPLICABLE EXISTING i,r I' I I +' !' I j - EDGE of y'd!t6 GLASS. i i�i EDGE -___I �� I _ i SLAB IT, I I 1/J _I C R.' N�iJnnw I �! APT'L nOIC i + 1 EDGE OF h PLICABLE .( •HH. _ TO MASS IS¢ HI i�l "E.O.,%�-�.0 APPLICABLE POURED ,_ POURCU . SGHERAE RJ St@Et tNY'I IIIi I CONCRETE E. D.-----I CONCRETE �`T READ CONCRETE ANCHORS -� 11 FM EnArx'(D— I� .I a POURED _ j�_'. _ - (SEE SCHEDULE ON SHEET 14) REQUIRED REQUIRED M+SHEET 1,,FOR I 1; II C-"i OR (I CONCRETE FLAT HEAD CONCRETE ANCHORS _ pOsm°` H!iI Ii I y REQUIRED C. 0.'- E.D.4� (SEE SCHEDULE ON SHEET 14) (I1) TRENCH INSTALLATION CI) HV WALK—OVER INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. CHI HV FLOOR INSTALLATION t DESIGN CG) ER 3.PRESSURE ET RATING &FOR SPANS PER HV CEILING NS L 0 wH.smN6m " 1 - T EXISTINGISTS CONCRETE ANCHORS "; - uwyo 6Eauslwr+ ISTING t! 1j 1 SEE SCHEDULE ON 1 4 n m•+DLnLnEI rnPca+w (>EE scRLcuus `T.r.,�tWU 1l ( ON SN[fl 1 SHEET 15) /. / E%ISTING nDVNfCEU 7HREAOFORN O EXISTING._ I II u ExISTING GLASS _ - /4-0 PUYERS ! I '� GLASS �^s`-H'A°^iroH+a cuss H CI A55--1 --i ay 11I!!! 1 lEalnroLOGY 0R t_ 1 4" CLASS ,E _ -llsrc'sO1F➢V+r aH iHR„I, J 1) Y.smAnalw i0 6Ais 'I I•� i'I [ASI J/4- N.�EMBRIME R 1 D I i I 1 i J(5¢'dEwlE nH SN4't 1) 17 O.C.FOR-UP TO 0'-0'SFPN Me 1 i k Lyq I I I 4'O.C.FOR SPANS_AR—THAN 11 f;I MAX. I, ' !'SEALANT UP T2L� Y- 1 1 r I 1 H SEALIJtT At ED :E. D. i-� 10z3 4•HEX 1 I (im.)(GEL kI I/.- , /N / )' I51 3/8 - I 2"WASHER 1 IM.AX. I - - - I CONS.SEAWD , .yy IN. yyC TEK SCRFWS _ F H U!I �1 t - �14z3/4" TIE% IIEAU 1,3lA" `Y I .1111 'Tt' I^. 12"O.C. j •1 it .{I71 II i __u1 IH , .F ILK SCREWS R 9"0 C, _ OR 1/4"0-20 S.S, M_S CONCRI�r ANCHORS Inl U - 6�+ 7 }/ #14z3/a SD.S ( _ I{ "� 1 I 1 4• I 1/4'S-20c3/4•SS MS �. ' .r ® 9.0. C -- \\ I I MoA. ,•T �I USING II4'o-20 NU15 SEE SCHEDULE ON I/.( I, W/ NUT W 9' O.C. ( I/2 j, a<12"0 c. SHEET 14) EXISTING NON STRUCTURAL ED OF r 1• 4 ' 1 7 18 WALL TRIM(DECORATIVE $ B If 1 R ~\ �'lbz3/4"F.H. S.O.S. f!IN' IN 2 1 7/8- -I_.1 7/A' AP CABLE ' '" I.... , Pi 9"0 C. POURER CINCREIE ~ -CONCRETE ANCHORS SFF NOTE 13(b) :' '- REQUIRED E.U,A - - POURED CONCRETE - (SEE SCHEDULE ON ON SHEET 1 SEE NOTE.. 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET I ' REQUIRED OR CONCRETE BLOCK ... ..- •' REQUIRED OPTIONAL POURED � �KEYSTONE MOUNTING INSTALLATION CONCRETE C) HV WALL FLOOR INSTALLATION (L HV WALL WALK—OVER INSTALLATION MN6MU9 AS.O,DESIGN PRESSURE:i64,-72 DIf REQUIRCD MAXIPAuu SHUTTER SPAN W-0• C 1) F GU STALLATI t NM: N.QIE_F CQMBlL1AlIG.N_Of$EG170N5; t TIIIS INSTALLATION SHALL UE " E. D. EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE SHEET TYPICAL SHU (SEE SPECIFICATIONS ON$HEFT 13) ADJACENT TO AN OPERABLE EXIT $EF IJMfTATIONS OF USE FOR OR ENTRANCE BLADE to ON SHEET 19 INSTALLATION DETAILS W/ C1) H V BLADE ASSEMBLY 2- MOUNTING SECTIONS CAN BE COl401NED - ¢� p� IN ANY WAY TO su1T nNr INSTaLAnoN. FLORIDA BUILDING CODE Non H Velocity tlelocity Hurricane Zone• \\`���11111�i1I1 Ilji�,Vv/, 02020 TILTECO,ING. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM _ F z �L ® ®S®S®A� Accordion Shutter System No. 44 67 - H.V. BLADE#1 w/OR W/o H.V.W1NDON aADE 1w 20 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems !EV.N DESCRIPTION DATE DRAWN BY: M.P STATE F 635D N.W.36th.St.,St4.3U6,VIRGIN61 GARDENS,FLOR DA J}10 Association, Inc. OLD 17-107 /2/202 DATE: 7/2/2020 L'p'• �.` I`h<n<:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 s 0�•. F�t7Rl P ``` <-a1Rn:em<aanaaL<am West Palm Beach, FL 33407 } DRAWING.INo XC`••.,••,••• ' � GA-0006719 20—164 •'.�\�a\`� wAL7LR A.nurt JF.P.E a \%-..11SEAL/SIGNATURE/DATE FIDRNA LIc. q 441n 5 SHEE1' 6 7 OF 20 5U ENO WALL CONNECTIO DETAIL ON SHEETS 10 & 18 N STA LLATI 0 N S W t`11 F{V SEE NOTES ON LOCKING RODS ,IN LOCKS®or 0' T AND ALTERNATE HV LOCH®ON SHEET 5. O U T 90' I N J CXISTING GLASS L..-_._ BLADE SLACK DETAIL HVF IS VALID FOR ALL B LA D E W H V CENTERMATE S CENTERMATES APPLICATION WITH BLADEQI @-®eR©.Don®DR1D .(g- 1) OR _ SEE 10'QS°"©'O3 m©'©e,, DETAILSNON SHEETSD WALL OC&01N6 EXISTING GLASS 1 2°A2°LLOY)ALUM. _. &@-Q♦Qoa 19- _�__ _. 6 1/2 ^ __.._ 7°-_— m OA CR ( (6003-T6 ALLOY)ALUM. 0 POSING ANGLE W/(2) 1/4°0 TAPCON ,/z~ ®�® SYMtv1ETRYCAL ANCHORS TO CONCRETE roP/BOTTaM x. CENTERMATES CENTTERMATES ( ) j g10R3/4°S.M.S.® 12° — MIN. SEPARATION O.C.FULL LENGHT. _ Or_�25. W/_HV LOCK Of TO GLASS (4)p10xl/2'S.M.S.TO TUBE W HV LOCK AT EACH ANGLE.(7YP)' I (SEE SCHEDULE S* 35�* 3 * ON SHEET 11) 5 ® IN \5) 122- _ � tV m Qoa®on 01 on(g)- o.O3 aN -K4ex ® HVB `OUT-1 ® un C11k '-------------------- 10 H VA 1 oa 6 7 m 8 oR 1 0 J POURED CONCRETE OR ©O°® O�O O O �-- %ISTING GLASS O O � O�O;O a� `� � 1 SYMMETRICAL ( IN OO ��°a©' MIN. SEPARATION CONCRETE BLOCK WALL 5 1 3 oa 1 1 oR R QU RED EXISTING � 5 i $0a 8 oa 8 7 tra I ) * 7e1 O�®� —.—— CLASS $ , $ca 9 3 19 5 EXISTIN 1 �J ra PAss O_ O O CENTERMATES �6 �•®°"� ®°"®•�°a (5 GLASS �.. 'al * OPTIONAL (SEE SCHEDULE .. I Wj_HV LOCK_. _6� �- _ (INTERIOR O'®oR O.©aa 1 9•�$ ON SHEET 11) , MIN. SEPARATION To GLASS I N I ---- (SEE SCHEDULE I OPTIONAL ON SHEET 11) (INTERIOR) I ' [O ANCCOHNOCRRS cl 5 * , O.C. VARIES 90 V 'N' w 6 1/2°MAX.SLACK ` OUT (EXTERIOR)�\ C+ 31 s HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ��Otjllll �jI�IAA AA 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY. INC. P���...H.:. .C�/T� BERTHA HVTM � Accordion Shutter System . No.44 6% H v. aaoE#1 w/OR w/o H v 1MNDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems lEV•N DESCRIPTION DATE DRAWN BY: M.P o' STATE F j w�l� 63M N.W.3Dtlt.St.,Ste.3 ,VIRMNIA GARDENS,RARIDA 3316t A99a(iat�Onr Inc. OLD 17-107 7/2/202', DATE: 7/2/2020 �0. F Phone (305)871-1530.Fox:(305)971-1531 4268 Westroods Drive 2 DRAWING NO 4 .r C0R1 P..•'� e- .11:tilt°`°®°el.c°'" West Palm Beach, FL 33407 3 WELTER A.TUff Br.P.E. 4 20-1 64 '''A�AA�SIONp J1���A�SEAL/SIGNATURE/DATE FLCRIDA U. y 44167 s SH ET s 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK HV HV MALEZEEMALE "T" LOCKS CENTERMATES ( 8) .9& LOCKERS t Wf i 1) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION (1) HV BLADE IN �� BLADE0SLACN DETAIL HVF.INDICATED ON SHET 8. W/ HD CENTERMATES (SJI 3� AS WELL AS UNIVERSAL FLOATING BLADE©DETAIL HDD-"M. ®0R©�OO a' �'1a•®a INDICATED ON THIS SHEET.NAY BE USED WITH THIS ALTERN4li I INSTALLATION DETAIL HVO SHOWN IN THIS SHEET. SEE END WALL CONNECTION- DETAILS ON SHEETS 10 & 18 I ©.0��,®aO•®p9 I Wo"-T6 HLOT) AWR. m AIRCLJ:wA2)V4'r TAIN;on I 5/n 1 •® �35) * - �351* ANCHORS TO(:ONaREIE •-- - - (TO.S TO h " ------� ------------- OPNONAL) 331iDNuJ (/)1 O,11/2•S.N.S.E.WBE /1 OrJS.N.S.O 1Y O* 4 H.V. ;. '.-1-`_.1---i . -- ------------------------- ( - -------�a) (.--- a EACH ANGLE.(1w> D.C..c.FTnr_LENCHf. i -.. FIN () , (4)H T Mq.SD•ARATXIN el 30 HV T" Pau TYP. PNS( P.) I ID alAss 3 _ LOCK (INSIDE) --- - O 5 aie (DON 9 1) - * tt —'-- - — -- - - �--- .- L- -— -- --- I _ _ _ I __Il w- 11/.• . 26 29 � cr1 (3 QUT `•' * 1�33� (3�oa 32 31 oa(32j j ts) 31 oa 32 * EJ 1/4" 0-20 x 1 1/2" S.S.M.S. u4� C3 (OPTION*) SEE NOTE 6 FOR HV 5. . * W/ 7/8"0 x 3/32" WINGNUT. (OPDONAL)HOB—HVB OUT HDC—HVC r DCN,ON sHfr s. SYMMETRICAI�HD_GEN-TESMATES 30 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES �* WL =I OCK_(EXTERI_OR� W/_ LOC-K_L�ERIO�i) ,t SERIES 9444 ALUMINUM (2024-73 ALLOY)LARGE FLANGE THIN ©w®,qO OwO O O fi SHEET N PART 0820. O•®"I©• ®P®°1 3a AS MANUFACTURED BY AVOEL CHERRY 1 O �3Jul TFXTORN,PARSIPPENY,NEW JERSEY © O ©0i©•O•®o^ 07054 OR EQUAL 3 O SEE NOTES ON UXAING RODS®6 ND®LOOS ON SHEET 5 � � ONNERSAL noATNo DLAOE(3—HOI—IS VN1D FOR ALL GENmRRATE3 APnIGnONS WITH DLADE Q HDD—HVDRs FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone u11 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA t ,`y�Q'.•''��GENS .''•�'--; �� �C® �H�• Ae�■�.�® Accordion Shutterer System r N0.44117 H.V. MADE#1 W/OR W/O H.V.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV*Nt DESCRIPTION DATE DRAWN BY: M.P W 6155 N.W. ROD15.FLORIDA33161]6t.St.Ste.30.5.NRGINIA Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 STATE Phone 1 h i o'•, ;�,= (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No / e-mad:UaecaOaol,cam West Palm Beach, FL 33407 3 �� Q'•,•�lDi;)C 1•,.'' CA-0006719 �' L -- WALTElR A.TILLR Jr.P.E. 4 FLORIDA Li.. 44187 6 �""I'l,ss/0NA ;�"SEAL/SIGNATURE/DATE SHEET 6 9 20 .. ._...._.__ ..POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE - - CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED j BLOCK WALL REQUIRED EXISTING GLASS 7 CONCRETE ANCHOR EXISTING GLASS 0 16"O.C. —EXISTING GLASS � !r, EXISTING GLASS MIN. LASS r I- 2•.t MIN; - / f SEPARATION ARA`ON CO1-4-r-i EO TO (SEE 111 F0 BLADE D TO SCHEDULE ON S E + iil III 0-ASSRATION (SEE Ij SCHEDULE SHEET 1/16"x3"MAX. ON SHEET 19 FOR ` 11 FOR B 1QAND (6063-T6)CONT. - B_A.ES Cl)& __ _ O) / \\_ --- _ I I —.—_11 FOR BLADE&O ._.._-_.___._._.._.____...:ON��19 OR AT CLOSER Q) MIN!-�. BlM(S mB:ON 94EEI 19 FOR 1 2 •r I _-SQLDES ) SHEET I 11 FOR RIME SAND (LOCAT AT 1 _--____.—__—__..__. Bt!•DES 0& PLATE. (LOCATE 1/2"l / ` Q " "/."" ON SHEET 19 FOR EI7HEFf SIDE T—� � BU+DESmhQ� OF 6 , 1/2"MIN. '" OF M1 1 I I •F USE I OR 2 MAX. j #10x1/2"S.M.S. I 1 - 1 I _ (AS APPLICABLE) xl/8x0-2 /�10x1/2"S.M.S. 0 16'O.C. I---__—__ _ I . 0 16"O.C. - Ire +\ -- ALUMINUM CLIP CLE 4 ! (6063-T6 ALLOY)AT MIDHEIGHT y-��----' {i) ry10x1/2's. S.To®,� �y (2)1/4"0 TAPCO S ANCHORS TO "�" �' SEE DETAIL X FOi '� WALL AT 1"0, . (LOCATE AT �� SIDE CONNECTION V OR ® °+,` EITHER SIDE F®) OR O OR ® � SEE DETAIL X FOR OR ®a.y TO TRACKS SIDE CONNECTION _ y ®a©.Oj mQ 10•®�` SEE DETAIL X FOR 4 1 ��� �� SIDE CONNECTION O ®a©'O°'BO°'10•®°'a�lg 'O7"lJ"10.©4 TO TRACKS ��"•LJ'�AJw_BO'•,`'®°' 10�®�©.®'®•®" TO TRACKS ©•07 •©a©•07 •®a ©.07 121-&07 .®„ 1 m B• m ©•07 •©'"©'Q•®� O ®^® ®�® a®® ®O� ��DO�Q 0 DETAIL 3 E D CONN 0 D Q END CONNECTION DETAIL(j) END CONNECTION DUAL 2O F�L6 4 + REQUIRED ONLY FOR SPANS EATER THAN 12'-0' POURED CONCRETE OR EXI G _ CONCRETE BLOCK WALL E%ISTING GLASS REQUIRED G S N.SEPARATION #10T1/2"S.M.$. ---�— D; • - SCHEDU ON (SEE MIN.SEPARATION 1©OR®OR OR 11 FOR SAND CONCRETE ® 16"O-C. 1/2"MI,N. SCHEDULE ON SHEET LTID" .:C _ _____--- TO GLASS(SEE ON SHEET 1 R ANCHOR® -.". —_—_____ 11 FOR B(M£SAND OR 1 3 OR OR(3 CONCRETE- --.... -.. -..... ._ BLADES(D h 12"O.C. N SHEET 19 FOR ANCHOR ..-._ EO ) OR@ ®O.C. ____ __1/2"I MIN. '-T---.._____ L. H ' 1 MIN.—`—'e -" - _ — Ea _.__.__—_ ©OR®OROOR 2° MIN. J� 2" MIN. ♦ SEE LIMITATIO FUSE FOR I --_- -= - BLADE 1A ON SHE �ORQOR0OR0OR O POURED CONCRETE OR -•--------®•---- END INSTALLATION 11)OR l ®a0 �Oa CONCRETE BLOCK WALL 1�0� •60.0a 4. J.) HV BLADE OR ri HV WINDOW BLADE INTO REQUIRED ® ®a© ®w0 ®a CONCRETE OR CONCRETE BLOCK WALL E D C N L 5 O•®a®•®��•®a©� �•®�®•®��•� CONNECTION DETAIL© ®•® FLONDA BUILDING CODE Non High Velocity Hurricane Zone 11 1',ttJlll��1•`�4y,, 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. `,,,�P��•,,.... . /T�,� BERTHA HV1M Accordion Shutter System No.44 67 E��� E iwc. ® ■ ■ H.V. BLADE y1 W/OR W/O H.V.WINDOW BLADE le> TILLIT TESTING do ENGINEERING COMPANY American Shutter S stems • ` � Y EV.N DESCRIPTION GATE DRAWN 8Y: M.P STATE F J a15s N-W.ism.St..51a.ws,vmclNw uROvu, LORiw Saar Association. Inc. 1 OLD 17-107 /2/202 DATE: 7/2/202D ' `• Phone:(305)871-1530.Fax:(305)871-1531 4258 Westroads Drive z %0�,` 'c'(ORI P•.•�4K a- 0:tilts O.l.— West Palm Beach, FL 33407 3 DRAWING No ,,FSS....... ... .�``? CA-000019 20-164 WALTER A.TILLIT Jr.P.E. 4*,,7jr010NIAi ���SFAL/SIGNATURE/DATE FLORIDA Uc. A 44167 s SHEET 9 10 OF 20 aQEDyLE Nl aCHEDQL"2 SCHEDULE J13 MAXIMUM SHUTTER SPA_*-L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" ft. FOR IN9'1A aTION LEGEND CENTERMATES.0 & ® or or ( ) W "L-" (ft.) INSTALLATIONS INSTALLATIONS W/9p ,(METRICAL GENTERM CONCRETE & W/ ONE H.V. LOCK ® or ® or or NT MA S �U &Q' WOOD PO L+: MAXIMUM ALLOWABLE SPAN FOR . GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK(3 or® or® 21& W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES ® & W/ ONE HV 'T" W/ NO LOCKING RODS ® ODOSR W/ NO LOCKING WALL B, C. E. M, N, 0, P, 0, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t.1?) MOUNTING F. K & L R, S. & V. A.S.D. DESIGN PRESSURE RATING. BOTTOM SEE NOTES tY (VAUD FOR MOUNTING It (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR CEILING CONCRETE& WOOD INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING & I. I. 11,OJ T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: McXMUM _.UM LLAAYUY A.S.D.DrswN As.D.OEsmn R N S as.0.otsicn INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. M11NG MOUNTING MTING & MtIND FLOOR/CEIUNG MOUNTING (P e'r) (P a 0 FLOOR/CEIUNG MOUNTING (P.•.1•) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, H. OR-) .... .. .. .. I.OR-) __ _ (+OR-) FLOOR/WALL MOUNTING.... DETERMINE MAXIMUM SPAN "L--"FROM SCHEDULE. L 1 (ft) I L-(R) L+ (x) L-(ft) l r (ft) l-(ft) l+ (6) 1 L-(IQ O MAXIMUM SHUTTER SPAN "L+"OR"L-"FOR 30 OR LESS 16'-0" 16'-C' 16 0 I 16'-0. 30 16-0" 16 0` 30 16,-0" 16'-0" TO INSTALLATIONSINTO WOOD SHALL BE LIMBED FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND 35 14'-10' 14'-10' 15 2 16'-0' 35 14-10" 14 70' 35 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'-1' 13'-4" 14'-3° _ _45 _13'-1' _73'-_7°_ 45 13'-4" 14'-3'_ 'I' HV CORNER CENTERMATE 83 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 W/FLOOR/CEILING MOUNTINGS: 55 11'-10' I1'-10" 12'-1• 12'-11" 55 11'-10" 11'-10' S5 _ 11'-I' 11'-11" SFNL BE AS INDICATED ON MANDATORY CONDITION d2 60 I V-4` 11' 4' 11'-7' 12'-4" 60 TV_4' 11'-4" G.D. 10'-2" 10'-11" NOTEL#5, SHEET 5. RATING.GIVEN 65 10'-10' 10'-10" 11'-1" 11'-11" 65 10'-10" 10'-10` 65 9'-5' 10'-1' DETERMINE: _ _ . ._ _.._ ..- ._ ... .. _ ..._._ _., .. _..._. I A.S.D... DESIGN PRESSOR 70 10'-6' 10'-6" 10'-9' I 11'-5' 70 10'-6' 10'-6" 7D 8'=9" .9-4" - N5. __ _ _.. . 1+ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-1' ( 10'-1" 1O'-4" 11'-1' _ 75 10'-1- 10•-1• 75 W-9" + Lz+= MAX. SPAN FOR FLOOR/CEILING MOUNTING f'1 EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 9'-10" 9'710" 10'-0 l 10'-9" 80 _9'-10• _9'-10" "L-"AND MAXIMUM AS.O.DESING PRESSURE RATING FOR 85 9'-6" 9'-6• 9'-9" 70'-5" 85 9'-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE __._ _ .- _ _... _ _ RATING: 90 9'-3° 9'-5" 10'-1' 90 9'-3" 9'-3• SHALL BE UMITED AS FOLLOWS: DETERMINE: - - - 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0" 8'-9" 9'-2" 9'-10• 95 9'-0" 8'-9° LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. -' ..' '- - -- ------ LIMITED TO +64,-72 p.s.f. AND 8'-D` SPAN, SEE 100 8'-9' 9'-0' 9'-7" 100 8'-9" 8'-4` L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING -- ---- .-- -- - MOUNTING MOON SHEET 7. 105 8'-7 I -11 8'-9" I 9'-a" 105 8'-7` T-111' INSTALLATIONS. 11 _ 8'-4- I 7•77" 8•-7" g-2" 110 8'-4" 7' I -7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2` 1 T-3" 8'-4• 8'-11' _ 115 -8'-2`- 7'-3' MINIMUM BETWEEN "Lt+`,'L2+", "Li-'AND •L2-" 120 8'-0" 6'-11" A'-2° I 8'-9" 120 .8'-0' 6,-11• SEPARATION TO GLASS SCHEDULE -_1 I 7'-10° - -130-5 7' --110" 6'-8" O GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 6'-8" 8'-0` 8'-5" ALLOWABLE SPAN AND NEGATIVE.A.S.D. DESIGN 130 7'-8" 6'-5' 7'-16" 8'-1• 130 7'-g" 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'=s" 7'-9" - 135 r=i" - -a'=z" WIND ZONE MINIMUM SPACING. 1-40 _- _i'-s• 5'=11 7'-7- i'-6 146 7'-5= 5�_;1' ASTM E-1996 SEPARATION 145- 7'-3• 5'-9• 7'-5• 7'-3" 145 . . .r-3• s•-s" TO GLASS -- _ .- 150 7'-2` 5'-7' 7'-4" 7'-0' 150 7'-_2' 5'-7" - 155- 7 o` s, -s 7 z' ' - 1 7 -s" 1„ ss D' ' 1 TH RU 3 ___ _. . . s-s _.._ __ _.. 160 6—11" 5—2' 7—1' 6'-7" 160 6—11` 5—2• ... _._ _ __ .. __. 165 6'-10" 5'-1" 7'-0• 6'-4" 165 6'-10' S'-1' 170 6'-9' 4'-11° 6'-11' 6'-2" 170 6'-9" 4'-11" 175 8'-T 4'-9' 6'-9" 6'-0" 175 6'-7" - 4'-9" . _ (1)180 W-6' 4'-8• 6'-8" 5'-10• 180 6'-6" 4'-B' 185 fi'-5" 4'-6" 6'-7" 5'-8" 85 1 6'-5' 4'-6" HV BLADE 190 6'-4" 4'-5" 6'-6' 5'-6" 190 6'-4" 4'-5" ._._- .. _ _._.___ 195 fi'-3" 4'-3' 6'-5' S'-5" 195 200 6'-2" 4'-2_ 6'-4' 5'-3` 200 6'-2• 205 6'-1" 205 s'-1" 4'-1" FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ```�� ((''(�J�TrrAA''' C2020 TILTEco,INC. 02020 EASTERN METAL SUPPLY, INC. "P� ....A. ...zo N; BERTHA HVTM -�'�:•''��c NS '••�"' C ® �.c �®�®�.Am Accordion Shutter System H,V. MADE#1 W/OR W/0 H.V. WINDOW BLADE N0.4 1 American Shutter Sy stems TILLIT TESTING & ENGINEERING COMPANY REV.N OESCRIP ON DATE D—N BY:M1CW.L.G. W55 N.W.35(St.,Ste.3D5.WRGINIA GARO'S,RDRIDA 33166 A990Ciatian, Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 s o' STA OF Phone: 305)871-1530.Fo,:(305 871-1531 4268 Westroads Drive 2 •'. 4L .-.oil:6ltecoacol.con, West Palm Beach; FL 33407 3 DRAWING No 5F CA-0006718 ;• COI 1DA 4�` WALTER A TRL1r Jr.P.E. 4 20-1 64 S/0N )�, • 1/SIGNATURE/DATE FLORIDA Gc.d 441e7-11 c SHEET 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) scwnUi F FORA GR&W MAX. SHUTTER SPAN A.S.D. DESIGN NEGATIVE PRESSURE RATIN ND A CORRESPONDING MOUNTING TYPE FOR CONCREIF OR CONCRETE RLD PoURm CONCRETE SEE MOUNTIN05 A.8,c,D AND- ON SHEET 6) CONC CONCRETE BLOCK TAPCON OR SPAN (A1WALL HEADER MOUNTING (A)WALL HEADER MOUNTING ®WALL HEADER MOUNTING (D WALL SILL MOUND C L)WALL SILL MOUNTING (J&(Fl WALL HEADER/SILL �APCON WITH ADVANCED / 1 MOUNTING THREADFORM TECHNOLOGY (ft) A5.0.DESIGN NEGTNE PR6SURE RATING(PO ASA.DESIGN NEGATNE P�RATING(pal,ASD.DESIGN NEGAINE PRESSURE RATING(p+1 ASO.DESIGN NEGMNE PRESSURE RATING I A5.0.DESIGN NEGATMS PRFbSIAlE RATBTC AS.D.OEM NEGAIX PRESSURE RATING 1, q ID-SET 30 40 1 60 75 DD 2 160 205 30 40 1 60 75 90 120 160 205 30 40 80 75 BO 120 1801205 30 40 BO 75 90 2 1601205 30 40 60 75 1 90 120 160 205 30 40160 75190 120 160 205 A ---- 14 112 10 9 8 B 1 8 B 14 12 I10 B I B e 6 6 14 112 10 9 8 1 8 6 6 14 I2 10 9 8 B 1 8 - 14 12 10 SI B 8 16 5.5 8 8 B e B 1 B 7 5.5 _ _____44 -_ _. 7 3'-0' 14 12 110 9 B,I-8 6 6 14 1 72 f0 9 B B_ 6 6 1'4 12 f0 9 e 8 6 1 6 14 12 10 9 1 8.I'8 e 6 14 5 12�10 B B 8 6 8 8 8 8 1 B B I B I B 8 RAPPER} OR LESS 14 12_I10 9 B B 16 0 14 12 ,10 19 I B B e 8 14 12 10 9 B I B B. 8 14 12 10 9 8, `8 8 3 14 12 j 10 -B B 6_ 8 6 8 e ee e l 8 B 6S --. _ _ 14 12 10 9 B 1 8 e l 6 74 12 10 9 B B 8 6 14 112 110 B 8 B 8 fl 14 12 10 B 8 8 6 - 14 12 10 9 B B 6 8 B B B B B B B 7 14 12 10 9 B_ e 6 4 14 12 10 e 8 8 6 6 14 11 10 9 8 I,8 e 8 14 12 10 9 0 16 112110 B 0 7 5.5 - 0 8 1 8 0 B 7 I5.5 4 4'-0" 14 12 16 9 0 6 4 14 12 10 9 B e (_8 8 14 12 10 ,9 B 0 6 6 14 12 10 9 B 55 14 12 10 9 8 B 6 6 B 0 0 e e B 8 B_. . II 14 12 16 9 B 0 4.5 - 14 12 10 B FI B B ,4 14 12 10 ,9 8 8 6 8 i{ 12 10 B 8 8 14 12 10 B B B 8 - B B 8 0 8 B .. _.._ - ......_.. _. .- ._ .. .- 14 12 10 9 B e B 4 14 12 f0 1 9 8 8 6 6 14 12 70 9 8 B 6 8 14 12 10 B B e - - 14 12 10 B 8 B 8 e 0 B B B B 7 5.5 14 12 10 9 8 _B 4-5 = la 12 f0 -!1 8 I B 8 35 14 12'10 9 B I B 1 6--8 14 12 10 9 7.$ - 74!12 f0 8 �7S 5.$ - - B 8 _B(.B 7.S S.5 4 J FON E ANCHOR 5'-0" 14 12 101 9 e B 4.5 14 12 10 9 e 0 6 35 14 12 10 SI B 8 6 8 14 12 10 BB 7 I - 14112 10 9 8 8 8 - _8 8 B' B 8 El 8 8 14 12 10 9 B 5S 14 12 10 9 8 B 45 /4 12 10 9 II e I B 16 5 14 1z -i0 e e I J �a jlz-10 9 9 -i B _8 16 _B _e 7 5 a IFICATIONS 1{ 12 10 1 B 8 B 1 4 - 14 I2 10 9 8 0 6 34 14 12 10 B I B 8 8 8 14 12 10 B I B I 14 12 10 �9 a ITS - - 8 8' B B B{7.5 SS 4 SHEET 13 14 12 110 B 8 SS 3 - 14 12 10 9 e B 4.fi - /4 12 10 9 e B 6 6 14(12 95 75 4 1 14 12 9.5 75 E.5 3S B 8 I B 7a 8.5 45J.5_ -- - _ 6•-0" 14 12 10 9 e -5S 14 1 12 10 9 0 B 4S 14 12 10 B B 0 6 6 14�12 10 f7 8 1.4 f_ - 14 12 10 79 B B 4 11__0 _B 0 B B 3.5 _ . 14 11 10 19 8 7 - 1{I12 10 ,9 B 8 - 14 12 10 9 0 B 5.5 J5 14 12 10 9 4.5 - - - 14 12 10 9 17.5 4 B 8 B 8 75�55 4 J 14 11 10 B B 5 - - 14 12 10 9 -- - -- B 8 4 14 12 16 9 9 B B SS 14 12 10 9 5 - - - 14 12 10 9 B 4.5 B B e B 8 6 4.5 14 12 10 9 B 4 - - 14112 10I 9 B 65 3 14 12 10 9 B B 8 - 14 112 B 14.5 - - - - 1412 B 8.5 5.5 - B 8 8 6.3 _SS 4 3 7,-0. 1412 10 9 8 4 - - 14,12 10 9 86S S 14 j12 10 9 B B B - 14 12 109 6 - - 14 12 10 9 8 7 _ B 8 B 8_ BI B7.5 6 14 12 10 B {.5 - - - 14 112 10 9 6-1 4 - 14112 10 B 8 74 - 14 12 10 55 - 1- I - 14 12 10 8 B.SI- 8 8 8 B 6.5 5- - - 14 11 10 B 7.5 J.75 - - 14 12 10 B B 6 - - 14 12 10 9 B B 6 - 14 12 10 6 - - - 14 12 110 B.5 7 0 e I 8 B 7 5 4 14 12 10 9 55 3 - - 14 12 10 B B 45 - - 14 12 10 9 B e - 14 11 - - -J - 14 11 7 5$ JS - - - 8 8 7 55 _453.514 12 10 9 5fi14 72 10 9 8 45 - 14 12 f0 e B B 1412 1,7 0 7 4 I- r - 14 121{10 _-9 9- 3 1_ I B e B B B 7.5 7 4 6'-D. I. _ 1 __. - I - � _. .. 1.._ - .._ I 14 12 10 5.5 3 - - - 14 12 10: B 0 - 14 12 ,0 B B SS _ 14 12 85 3 - I -'14 112 &5 7 4 - I- - SEE LIMIOTATIONS OF USE FOR I 1 I 1 �j - - _ I B1 B 8._t 7IB$ 4 _J - 14 12 10 9 5 - - - 14 12i10 9 B 4 - I- 14 12(f0 9f818 - - 14 129.5 - - I- - 141121957.545 - - I- B 8 8 7.5 64.5 - - 14 12 10 6.5 14.5 - 1- 14 12 110 9 76I - 14 12 119 9 8 - - I- 13jil"27 95 4 - - 1J 95 6.5 5 - - - B I 8 9•-0" 14 12 I 10- BS 4 - I- I- 14 12 10 9 7S _ - 14. 12 10 9 B - - - 14 10 - - - 12 �18.5 4 - - - - 14 12 10 9 4 5 19 12 10 9 7.5 - - - 14 .5 4.5 - - - - - 14 11S 7.5(8 - - - - B 0 7.5 6 S 14_ A 0 SHEET 19 14 12 10 6 4 - 1- - 14 12 10 B 7 - 14 12 10 9 B - - - 14 12 5 - - - -j- 14 12 B 6.5 - - - - B B 8.5 5.3 4 = 14 12 19.5 5 3.5 - I- 14 12 10 9 55 - - 14 72 10 9 B &5 - - - - !- - 115 85 55 - - I- - I- B B 5.5 4.5 3.5 - 10•-0" 14 12 E9.5 5 3.5 - ( _ I I12_1_t0 B 5$ - - 14 12 IO 9 B I I - 14 12 1 7 i- -I- (- 14 112 10 17" 8 8 B B 7.5 -4.5 14 I12 15.5I 3 - (_ = I= 14 I i2 10 8 J - - 14 12 10 9 6 1 1 1-- 14 110.5_I] - -I- 1t 1051 7 3.5 -I- - I B 8 I 7 $.514.513.5( - - 1{ 12 9 4.5 3 14 i12 10 1 9 5 - 1- - 14 12 I10 B B - - 14 111- - - - - I- 14 11 75 - B B 75 6 14 12 7 14 12 1;0!- - - - - - - - - I _ _ - -- -f- { 14 12 110 os e i- _- Osle s - - - B s a �14 12 7 - -!- - 14 11 12 0 - - - l4 12 10 - I 19 -12 $ 1 - - 1_4 12 1 10 _ - 8 i 8 8 B B 7 3.5 -1 f 1 14 12 4 - I- = 14 12 10 - �- - 14112t10 - I I I- 125 5�- = �= I- I - 2$Ig5 5 _ - I_ I_' � 3 -I 14 12 6.5 - I- i- - 14 12 10 - - 14 112 10 - - - 36 10 - - 14 10 7 - - - - - 8 8 7 5.5 4.5 - 14 11 5.5 - I- - - - 14 12 10 - - 114 12 I f0 - I - 9. 7 - - - - 95 - 141_25.3 - I- - - 141210 - 141210 1 - 11x4 I � _ -- 1 1 _ _ - _ 1 .J _ I_ I - 14 12 4 12•-0" 14 12 J - I 14 12- 0 _ 14 I2 10 - 115 B.3 - -1 - II SI85 4 - - - - e _8 S$}}43 4 - 14�12 5 - - I 1- 14'12 I0I- 1-�- 14 12 ill) - - 239 1-� 1 I- - I- 13.8954.5 - - I- - - B 0!-a- 41 % 14112 If - 1412 I-14 1 14 121 - 5 4.5 - 13'-0" -L: = I I .. _I 1.- - I , ._.I - 14 12 I i C I _ _ 'B I 95 48 I 95�...8 4.1 H BLADE OR 1 ,2 - {- _ _ ;°, ��t= = I _ _.I ;z 1= - - 9 65 - - - ) HV BLADE 14 t0 - - - _ _ -. - 105 5 - I_ - ,4 12 - = - - _ - - I S 6 --1- I- '_ - _ °.�s I - _ e -a 55 5155 - WZ LA) HV WINDOW BLADE 14 12 - - - - 11 12 - j- 1 - __( u.f 12 I.- - - - 8 1 S. _- i- j- 0 - - B 16 . J I =` f_ _ _ 1_61 _ WORKING IN UNISON 14�-0" 14 12 1- - - - 1. - 14 12 14 12 I I- - 14 9 - - - 14 I2 1 I_I B e B -B 173i 4 - - 14 7 I_ = I_ _ 1 = 1/ 12 _ I_ _ _ _ 14"I 12.1_ _ _ _ _ - fO 14 - _ _ - I 10 7.5 _ I=.f - - 0 7.51 $ 4 3 I` 14 115 - - I- I- 14 12 19 12 I0.5 4 - - - I I05 8 0 B - 14 14 - - - 7 5 - - 7,5 I - - 75 5 5 3 5 3 14 - I- - _.I_ 1_ - 14I- 1- - - - =f. 14 _ _ 74 _ .14 - I. ..�-_I .7. _ _ =I _ L15-.- 4 - 1- - 74 - t- - - 14 I-. .. - U _ _ '9 - 8 4 7 13S14 - 1- 1-.- 14 14 _,. -.-. - - - _ B! 7.I 45 3.' 3 I - I_ _ _ _ _ _ _ _ _ 104 I- _ - 14 -i- (- - 1_=..74�- _ I 17 _ - - - 171 - 75.34 I ' I 'I-'(_ _ _14 14 - - - I -J- 14 - - I - 14 1 ! II - 1 14f B 8175 6 3 -1 - 14 - - I_ - i4 _�= I- - - 14 - - - -i- - 95 1_- t._ _ _ e j. 1 B_ B.5 4 13.5 _ .. _ _ j _ _ _ J41 -, 14I- I- -I- I= 14 - - _- - - 14 - - - 9S - - - - I 7 4s -i =1 - - �OWDA BUILDING CODE Hon High velocity Hurricane Zone' low 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. P •"p T,i'•, BERTHA HVTM EN,( ® Accordion Shutter System f7:1 �Oi c. !� KV. BLADE 1 w s No.441 ® ® �, ® # /OR w/o Hv 1MNDOW BUADE TILLIT TESTING & ENGINEERING COMPANY American Shutter $ ,stems f Y EV.N DESCRIPTION DATE DRAWN BY: M.P o'• STATE 055 N.W.351h.S1.,St-.305.W1GtNA GARDENS,1108I0A 3J16' AS9OCIOt1On� InC. 1 OLD I7-107 7 2/2D2 DAIS: 7/2/2020 Phone:(305)871-1530.F..:(305)871-1531 4268 Westroads Drive z '��,C'• F(ORI ''\�`� n .H:6 m tilt West Paim Beach, FL 33407 3 FS DRAWING No CA-0006719 ••......•' fj t` WPLTER a.TILLIT Jr.P.E. 4 ZO-1 64 L 11i,`A�`SEAL/SIGNATURE/DATE FLORIDAuo.p 4a1s7 D SHEET NA 6 12 OF 20 I ANCHOR*MAXIMUM SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATE PRESSURE RATING AND A CORRESPONDING MOUNON•TYPE FOR OON•RETE OR CONCRETE BLOCK I gA AM S (SEE MOU N SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED WEE POURIT CGI✓CRIETE A) TO EXISTING POURED CONCRETE:(Min.rc-3 kai) MAXIMUM EQWALL SILL MOUNTING G CEILING MOUNTING OH FLOOR MOUNTING - 4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. (Min.f'c=3 ks1) SPAN ANCHORS SPACING LEGEND - 1/'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. Fc-3 ksi) (ft) 4SA.DE N NEGAINE PRESSURE RATING(p,t h5.0.DFSRI KWATNF PRE55URE PATBG S0.DM NEGAINE PRESIRE PATMG Psr - 4b BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Nin.f c-2 kW) 30 40 60 75 90�120 1B0 205 Jo 401 60 75 9 12 180 205 JO 40 60 75 90 120 160 205 1APCON OR 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED t4 12 to B e_)B 6 5.5 t4 12 t0 9 B B 6 b ta. 12 f0 e e B_ 6_ 6 FORM TECHNOLOGY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Min.Vc 3 ksi) 3'-0 14 12 10 B e I e 8 e 14 12 10 B B e 6 6 f4 12 l0 9 e e 6 6 ALL POINTS ADVANCED NOTES: OR LESS 1412 10 B -8..t 8 6_ 6 14 12 10 8 _B 6 8 6 -14 1Y 10 _B a _8 B__6 BLUE TAP W/CAP A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 t2 10 9 8 15 B 7 14 72 10 9 B 6 6 8 14 12 10 9 B ii 6 8 _ 14 12 10 9 B_ 7 5.5 J.5 14 12__10 B 8 B 6 6 14 12 10 9 B B 6 5 TAPPER+ ANCHORS IS 1 3/4�,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 B B 8 6 6 14 12 10 9 8 8 6 8 14 12 10 B B 86 5.5 - - -� -- -- -�-- - �-.-._ .. - __ .._ A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SMALL BE 7/e'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 to 9 B B 6 4 14 12 10 9 e 8 s 45 14 12 10 9 B 5 4 3.5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND 14 -12 10 0 'i 6 8 6 4.5 14 12 10 9 191 8 6 55 14 12 10 9 8 B B 45 1'MINIMUM FOR WALLS WITH 14 12 10 9 _73 5s J.5 - 14 12 10 9 8 B fi 5 14 i 12 10 9_ B 7 5.5 4 UNJ(A1roN5 OF USE iDR NO STUCCO. 5,_0 14 12. 10 tl 9 B_ 8 e� 6 14 12 10' 9 e B_ 8 65 14 i 12 to. _9 B_[B 6.4.5 4 L1y A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, II E ON SMFET 19 14 12 to 9 e_ 7 4 - tI 12 tb 9 e 6.5 5 f J5 14 12 16 B_Bs 5 15 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SMALL BE AS INDICATED ON 14 12 10 9 -8 7.5 4.5 - 14 12 1a 9 8 B s ab i4 12 110 9 a 1 6 11a.5 3.75 NOTES A1)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7'5 6.5 4.5 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 6 4.5 J.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. .. ._.. 6�-0 14 12 10 9 8 8 8 - 14 12 10 B 8 B B 5 14 12 10 9 8 85 �5 AS 14 12 10 9 74 55 3 14 12 10 6.5 7 5.5 4 3 14 12 8 8.5-$5_4 _J''-' (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14. 12 io 9 9 6 - - 14 12 10 9 8 8.5 5 ].75 T4 /2 19 8.5 B' S - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 8 BS 55 3 - - L4 12 10 e e BS 4.5 3.5 14 12 10 e 7 5 J.5 3 - 1/4'D x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 12 t0 9 9 e - - 14 12 10 9 8 7 5 4 14 12 10 B'75 5.5 4-_3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 B 6.3 4 - 14 12 9 75 a 4.5 35 14 10-5�7 5.5 45 35 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY OFWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY _IF' - _ "" -" E5 --,i 1-- -' OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 6.3 7 4 14 12 10 9 75 5.5 4 14 12 9 7 7,5,44 14 it 7 J5bjCIS _ 14 12 10 9 75 5.5 4 14 12 9 7 6 45 3 - 14 12 10 9 8 6 5 - 14 12 10 9 8 B_ 4 14 12 19 B 6 5 1 5 3S - NOTES' 8'-0 14 12 e s 7 5S 3 - t4- 12 5 65 s.5 0 3 _i]S sS 0 S 4 3 - - B.1 MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPGON,BLUE TAP W/COP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON _ _ I _ _ l _ _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 14 12 9.5 15 6 14!12 95 B 6.5 5 14 12 B 6 6.5 14 13 9.5 6.5 5 3.5 - - - 14 12 10 a m 5 - - 14 12 8 6,5 5 -4 - .._ B.2)MINIMUM EMBEDMENT OF 1 4 0 x 3/4'All POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 109 8 - - - 14 12 10 9 7.5 4.5 - 14 12 8.5 7 55'4 / / 9'-0' -- : --_I- - -- .-- .. - _-_ EMBEDMENT INTO STUCCO SHALL S PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11.5 7.5 e 4 - 14 17 7 Ss 5 Js - - 11 B 5.6 4.5 J.5 - - - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO, 8 6.5 4.5 - 14 12 8.5 7 5.5 4 14 10.5 7 5.5 B 4.5 - 11.5 8.5 5.5 4 - - I- - 14 12 B 7 6 4.5 - 74 i 11 7 5.5 4.5 3.5 - 3.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 l0 9 7.5 - I - f4 12 I10 a I65 5. I 14,i 12 8 6 5 14 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAO WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 10'-0 14_�11i51 7 5 35 - - -13 9.5 I5.3_ 5 4__3 i 10!7.5 _5 4 J - - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14:11 17.515.6 - - 14-1T9 0 6 5 4 IM95 9 5 -4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 05f B 15 - _ 14 i12 8 65 55 4 - _13 f0 _65 5 4 3 I- - 11'-0 14 12 10 - _ i- 14 12,E B 7 6 4.6 14 105 7 55_'45 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 9.5 5 - I- 12 9 6, 45 4 3„ - ,- 9 7 45 J5_�3 - 14 10 7 - - _I 14 10.5'7 5,5 4.5 - - 1.5 B.5 5,545 i3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - _ j- I- 14 I1S17.5 8 5 - - - 12 19 9 4,5 4 _- _ f4 12 10 - - - - 14 72 B 65 55_ _1.3110 6S 5_ 4 - EDGE D15TANC.E VERB,( -SPACItIS fiGHERUlE FOR ANCHQ$$G 12'-0' 11 I B 5.5 4 J 5 - 8 6 4 3 1.5 8.5 45 i- i _ - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING J.5 9s 16 - I- i - 13 14.6 6.5' S 4 - 0.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. B 6.51 - 7 14 105 7 55 451_ I 11 Bb 55 4.6 351 - - REDUCED SPACING OBT14NED USING FACTOR SMALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0 14 12 __ -. 14 115 7.5 e 5 I- .. 12 9 '6 4.5 4 I .. FACTOR O5 8 1 I= i. 10 7,6 ,.5 4 3 7,5 55(4 3 I - ACTUAL TAPCON WITH ADVANCED 29 9.5 1- 12 9 6 45I 41 - 9.5 7 15 4' - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W GP TAPPER + 1HREADFORM TECHNOLOGY / a 6 - - 13 95 6.5 5 I _ 0.9 75 5 4 __- H LADE R DICTANCE MIN.SPACING 14 12 - - - - 14 103 7 55I _ I _7 1_BS 55 4,5 - E.D. MIN.SPACING 3' MIN.SPACING-3' MIN,SPACING-3 1/2" MIN.SPACING-3- _3 3/4- 4' 14'-O 10 7.5 _ - (- - - - 9 7 4.5 3s Ir 7_ 5 35 _3 I _ 'I D POURED CONCRETE& POURED CONCRETE& POURED CONCRETE&pCURM 11511 8 5.5 45 - - 'B 65 45 - I- - WIN NCRETE BLOCK MM 2& CONCRETE BLOCK CONCRETE BLOCXEM2SI%2 12 9 6 9.5 7 45 - - D id - _ - - Js 10 _es f o.6j 6 6 - - DE WORKONra 0.90 1.0 E0.78I2 MN,0-3 0.B4 1.0 15'-0 9 - _ -' 95 6s 4 I e9 3 7 _ - Z-'/Z. MH E0.0 Y. 0.81 1.0 _.. _ -..- - 0.67 1-0 ._. j IN UNISON d _ -'- - 10 - - - - - - 1a5 5 �5 - - I- - B5 6 a - -t- -��- 2' - 0.71 � - --' 7 - I - 15 85 5.5 _ 9 '6S 46 - - _ - 051 125 45 8 10173 5 - I _ 16_0 1g I' - 8 6 4e I45 J i- I 1 1 2' 0.J0 ... - - ___ - 0.36 ._ -- 95 i- 5 - - - e`l s 4 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' flgill ill%,,4f 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM -TIL, \\CEP ��'% E C ® I INC. A.S.S.A. Accordion Shutter System 1 .No,44 67 - H.V. aADE#1 W/OR W/b H.V.WINDOW BLADE L4�-� American Shutter Systems i�/fp TILUT TESTING & ENGINEERING COMPANY 1! y Ev.N DESCRIPTION DATE DRAWN BY: M.P a' STATE F 6355 N.W.361A.SL,Slo.305,MRGMLA GARDENS,FLORIDA 3316f A$$GC�G}ICn� Inc. I OLD 17-107 /2 202C DATE: 7/2/2020 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 %�O'•. "' P k e-mal1:011ece®ad.mm DRAWING No (pR( ` West Palm Beach, FL 33407 s CA-0006719 NA p AAA- WFLORIDA Uc.r 44167E g 20� 64 S� Y�Y pAh�l 11 R, �EAL/SIGNATURE/DATE SHEET 6 3 OF 20 MAXIMUM ANCHOR" SPACING ('Ls) SCHEDULE FORA GIVEN IM x SHEER SPAN AS D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INST I I ATIONS J.K&LON SHEET 7) PW POURED CONCRETE CONCRELE BLACK YA70W4 (I)WALK OVER& 11)TRENCH J RAINGUARD MO K WALL FLOOR MOUNTING ANCHORS SPACING F.FNO MOIINTJ_0_ O / ©WALL/WALK OVER MOUNTING TAPCON OR SPAN - __. _ . _. _ _ (R) ASA Cf90N NEGATIVE%t65URE RATING(P'J AS-D.D®6Y1 NEGUIVE PRF59AiE RAYING ♦SD.Df9l1'HECAINE PRESSU6E 1LUIN0 A5.0.OISION NELIIIVE Pf6su2 M1WC(0�1 TAPCON WITH ADVANCED JD ao so i 75 so 17zo118o zos Jo 40 so 75 so 1z, 16o zos JD 4O so 1 75 1 90 11201l sa zos 30 401 60 751 90 12D116D 2os THREADFORM TECHNOLOGY 14 12 10 9 8 1 8 6 1 6 12 12 12 1.122 12 15 5 65 7 7 7 7 1 7 55 5 S 1 S 5.1 5 5 5 5 3'-0' 19 12 10 9 B B 6 6 12 12 12 1 12 12 f 9 5 7 7 1 7 7 -7 7 7 7 7 5 16 5 5 5 5 5 5 JR IfSS N t2 1G� s B��-6- B 6 12 12 12 12 OS 8 s 45 7 7- 7 7 7 7 17 BS S_'S s S_'�_5 S BLUE TAP 14 12 10 9 8 I B 6 6 12 112 112 12 12 10 7 5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 S ---- ---- '" 14 12 10 9 B B 6 8 12 12 12 12 ry15 85 85 5 7 7 7 7 7 7 �S,!5 1_4 5 1.5 IS S S 5 b 4 4'-0" 14.,.12 10 B I B B 8 8 12 12 12 12 12 95 7 55 7 7 7" 7 7 7 7 7 5 5 5 5_--5 A PER+ .. . . ... 14 li 10 9 I B 8 8 8 12 12 12 E.5 8 6 �45 35 7 7 7 7 7 7 BS 5 S 5 5 S -9 5 5 14 12 10 9 B e 6 B 12 112 ii 12 10 7.5 5.8 4 7 7 7 7 7 7 7 5.5 5 5 3 5 -S �5 S 5 14 12 10 9 1 B 8 8 e 12 12 112 11 8 7 5 4 7 7 7 7 7 153 4 3 5 5 5 5 5 3 4 3 5•-0• 14 1i 10_I B e `B 6 I B 12 11 12 12 10 75 55 4- 7 7 7---7 7 i+77 7 5 -5 55- S 3 3 _g'12 10 B B `e 6 6 12 112 9373 6 {.5 35 7 1 7 7 _7 7 135 5 5 5 1 5 5 5 54 I12 10 B B '8 8 8 12 12 12 9.5 B 6 45 - 7 7 7 7 7 q5 3 3 3 5 b4 * SEEANCHOR14 12 10 9 e 8 e 8 12 12 15 9 75 55 4 3 7 7 7 7 7 5 5 6 5 6 45 3.5 -14 12 10 9 0 e e 8 12 12 12 10 B -6 45 3.6 -7 7 7 7 7 7 5 5 5 5 5 5-t 56'-0" 14 12 10 9 8 e 6_ 9 12 128 8 54 J - 7 7 7 7 7 5 5 5 5 �_6 54- SPE$ 10.. ___ -. _ . _ _ . _14 12 10 9 1 B B 6 6 12 12 1D 8 8.5 5 .75 - 7 7 7 7 7 5 5 5 5 5 5 4.5 14 12 10 8 B B 8 6 12 12 1D 8 85 5 J.5 - 7 7 7 65 SS 4 - S 1-171 3 5 5 (4 3 14. 12 10 9 1 8 8 6 6 12 12 12 BS 7 6 4 3 77 7 7 7 7 7 6 5 Sf5 5 _ ..._ ____ _ _ ___ r4 12 10 9 B 8 e 6 12 10 B.5 5 45 3 - - 7 7 7 7 G6 5 3 5 5 5 5 5 IS 3 14 12 10 B L B B 6 s ti 1z_A5 7 ss a - i 7 7-1-7 7 5- - 5 -1 5 5 5 s 4 = 0 VALID ONLY FOR UP TO +70, -75 IA 12 I _ _5.@5 PSF A.S.D DESIGN PRESSURE 10 8 6 2 12 B.5 7 55 4 3 7 7 7 5.5 15 3 b S 3 6 4 14 12 10 B 8 12 12 f05 78 6 46 JS 7 7 7 7 7 7 7 4 5 5 5 3 5 5 5 5 8 0' 1{ 12 10 8 B� 12 9 e !5 4 3 7 7 7 7 35 a 5 r5 5 5 's a 3--= RATING & FOR SPANS PER �,- -1 _ SCHEDULE 11113, SHEET 11 14 12 10 8 6 - 12 11 7.5 8 I S 5 - 7 7 7 '7.5 6 45 5 5 1 5 5 5 451- A 12 1.515 6 5 �3.5 - - 7 7 6.5 5 4 - - -_ 5 I5 _5_ 5 14 3 - - _ ..... .____...._ _._____ _ ._ 12 9.5 6.0 5.5 4 3 '- 7 7 7 7 7 7 B3 S 5 5 5__5 Ib 55 _ - ""- __ .. .. ._ 0.5 B 5 4 ].b - 1- - 7 7 7__ 8 5 3.5 - - 5 5 S 3 5 1 4 �3 - 14 12 10 B B 6 - - 12 10 8.5 5 4.S - - - 7 7 7 6.5 5.6 - - - 5 5 5 5 -5 4 - 140.5 7 5.5 43 3.5 1 j- 7 I 1_5.5 4.5 S_5 -_'- - 5B57 7 1 7 7 715 45 . _ - _. &. .- - -_. „ 74.3 3.5 3" -_ 7 7_ 7 5.5 4.5 ,- -- -_ 5 5_ 5 5 4b J._5_I-_ _ 14 12 10 i 9 I B 8 1- - 12 B 6 5 4 7 7 7 8 5 5 5 1 S IS3 14 112 110 9 8 e l - 12 85 6 5 4 1 J - 7 7 5 4 3 - JJ 5 5 }5 4 13.51 14 12 10 9 f 0 a I - 12 10 7 55 45 JS - _7 7 7 7 7 7 3.8I 5 5 Si 5 5 5 I S 4 - Ob 65 4 35 3 - - 7 7 B 3 4 - S 5 5 8 4 3 11-0" 14 12 10 9 B 8 1 14 12 to 9 18 6 I- 11 B 3.5 4 - - 7 7 7 S.S 4S - 5 S I S 6 4.5 - 14 12 10 9 �B - - 15855.514;5J5 _ _ 7 7 453. _ 5 5 {53.5 „ ,_ .1� HV BLADE ONLY 12,-0"14 12 10 B i 8 - - - 12 B.5_BS 4 J - - 7 7 f 7_ 7 7 6 J 5 5 _5 5 I S 5 4d 13,1 14 12 10 9 18 _ - - B 6 4 3 - - 7 _7 I5.5_4.5 3-5 - - _ _5 _5_ 5 451 4 J - - 14 -12 10 9 B - - - 10 7.6 S 4 I- - 7 7 6 5 - I- - 5 5 S 5 -4 - - 14 12 10 9 B - OS B S a 35I- - 7 1&5ff{S 5 - 14 12 10 9 B I - 15 85 8 45 J5 3 1- 7 7 (7 7 7 45 5 5 S 5 a l b I.S.3,5 13 0 14 12 10 98 I - 7 55 3.5 J I_- I - 7 7 5 4 3 �,- 5 5 5 4 3 - . 9 7�4.5 .75 - i- - 7 17 SS 4.5 - - - - 5 -5 5 4S 4 - - 14 112 10 9 - - 1- - 10 17,5 7 5 4 3 7 6 1 4 J 1 --[ 5 5 4 3 - - I- 14'-0'14 .12_10 9 - - 05 B 15.6 4 (JS - I- 7 7 7 7 7 4 - 3 S S 1 S S 5 4 f 3- 14 12 10 9 _ _ _ _ B5 5-L] I 7 7 S.l_3,5. - - �.- _5_.._.5.�6._4 14 12 70 9 - - 8.5 5b'4 - - 7 7 5 4 5 5 1 5 4 14 12 10 - - - - 9 7 14.5 35 3 - 7 55 3S - - 5 5 135 J - - - 15 O .14.12 10 - - - 1- - 10 75 5 !4 3 - �, 7 7 7 7 7 35 - 5 5 1 5 5 -5 5 14 3 14 12 10 - - - - B 44 ] - 7 7 {5 J - I 5 5 45 3.5 - - - 1� 5I B4 14 12�1D - I- - - - BS I65 4 3.5 - 7 55 &5 - 5 5 J5 - `- - - 16'-O'14 12 10 - - - - - 9S 7 4S SSJ I_ --„7 7 7-I 7 6 3 _ S 5 5 15 5 I15 13.5 t! 4 = - 3 S 4 Ss -- 14 12 Lto - - - - j- = is ss'h.-i5 -,/ - i i 43 _ - - - I- 5 5 4.5 - - - .'- - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ```y11�µ11R11L• 1 I77j7 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. G , /� BERTHA HVTM ,�. _\G EN 9, /'"1!1 F = D 1L E C O jm.,. ® ® Accordion Shutter System No,44167"� H.V. BLADE#1 W/OR W/o H.V.WLNDON BM TILLIT TESTING & ENGINEERING COMPANY Art1®rICOn $I1lJtt®F Systems Association Inc. Ev"N DESCRIPTION DATE DRAWN 17{: 2 a STATE!F 6JSS 36t�.St.,Ste.305,NROINA 04BDQ 5.FLDRIDA J316( r IIC. OLD 17-107 2 202 GATE: 7/2/2020 9'•, PAN.hona:(305)871-1530.Fw:(305)871-15b1 4268 Westroads Drive z O •. ""4 P ��` a-mall:tilt-ft.l... DRAWING No �F. �RI .•�� CA-0006719 West Palm Beach, FL 33407 3 �...... '•�6 5\1' WALTER A TILLIT Jr.P.E. 4 20-1 64 ss �NA 1k1� SEAL/SIGNATURE/DATE FLORIDAU..A 44167 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN_PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In,) SCHEDULE FOR A GIVEN MAX, SHMER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). ZE3 lJ B !E3TRATE SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN NE No. SPRUCE PINE SPRUCE PINE / 1/2' MIN. COX 2 W/MIN. G=o.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MOa1 LAS FlR W/ W MIN. G=0.43 MAfOMUM MI a.50 / W MIN. G=0.36 SPAN(it) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS M N FLOOR MOUNTINGS N. FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS M. N, 0 & R W & X , , 0 & R M W & X M. , O & R W & X P & 0 S&V S &V S &V 1G D301 WAN FROM WAG (4 ®v WM FBS9(E MIND(F1) Sn.8901 MCUM'RG19ld WK fy� SD®01160M FHDM FARM((4 ASC MZN NWK POW R61G(A SB CE901 IFTAAL f4II9.IS WIG 11 C.IRIDI KNOE FROM RIDG(A 10"M NAK KOM PAC(� SC�I KINK FIMM MIIIG(y9)ASC 1E4311 om R®A MIN(P4 30 40 60 75 90 65 30 I40 60 75 90 OS 30 40 60 75 190 05 30 40 60 75 90 05 30�40 60 75 190�O5 JO 40 B-' 90�t05 30 40 60 75 90 1,05 30 40 60 75 190 OS 30 I40 60 75 90 li05 30 40 60 75 90 65 Y-0.OR LESS 12 10 10 9 8 8 6 6 6 16 6 6 12 10 10 9 B 8 6 6 6 6 6 6 72 10 10 9 6 8_ 6 6 6 6 6 6 6 1 5 4 4 4 3 12 12 112 12 12 12 12 12 12 12 12 12 12 12 12 1Z 12 12 _ . 4 0" 12 10 10 9 8 8 6 6 6 ,6 6 6 12 10 10 9 6 8 6 •6 6 fi 6 6 12 10 10 9 8 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 5'70^ 12 10 10 9 8 8 6 6 6 8 6 55 12 10 10 9 B 8 6 6 6 6 6 5 12 10 10 9 6 7 6 6 fi 6 6 5 6 I5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6-0" 12 10 10 9 8 6.5 _6 6 6146 55 45 12 10 10 9 8 5 6 -6 _6 5 5 45 12 10 10 9 6 3.5 6 B 6 6 5 45 6 5 _4 _4 J.5 - 12 12 12 12 12 1 12 12 12 12 12 12 12 12 12 12 10 8.5 . .. _. .. -_ __ - _ _ .Y_.__ -_ _ _ 12 10 10 9 6.5 4 6 6 6 5 45 4 12 10 10 9 5 3 6 6 6 5 4 35 12 16 10 7 35 _ 6 6 6 ,5 4 35 6 5 4 4 12 12 12 12 12 1- 12 12 12 12 12-10 12 12 12 0.58.5 7.5 8-0 12 16 16 75 4.5_ J_ 6_...IS ,6 5_.. 4 3.5 12.10 10,.6.,3.5 - 6_ 6, _5,,.5 35 3_ 12 10 f0,4 _ _.6 6 5�'S.3.5 .3 6 5 4 12 12 12 12 12 12 12 12 12 12 11 95 12 12 1,5 9 7.5 6.5 __. - 9'-O- 12 10 10 5 15 - 6 16 55 5 35 3 12_10 9 4 _ - 6 6 4S 4 3 3 12 10 4 3 - - 8 6 4.5 4 ,3 Y. 6 5 IS- - - 12 12 12 12 12 10' 12 12 12 11. 9.5 85 12 12 10_ 8 8.5 5.5 10'-0• 12 10 7.5.4 6. 16_ 5.4_ ,3_ _ 12 10 B„ 3. _ 6._6 4, ,_5.,3 12._ 10 3 - 6 6 4 .5 3 6 5 - - - - 12 12 12 12 1.59.5 12 12 12 1U.518.57.5 12 12 9 7 6 S _ ttt _ 11'-0' 12 10 5.5 - - (3 6 4.5- 12 10 4.5- - 6 5.5 3.5- - - 12 10 If - - 6 5.5 4 - - - B 5 - - - - 12 12 12 12 10 8.5 12 12 _12 5.5 8 7 12_12 8 6.5 5.5 4.5 12�0" 12 10_ 4.5 - - �- 6___I,_6_�4-�__- 12 10 35- _ 6_ 5 3_5-_I 1.2'101.- - - - ,6_._5 �3.5 ., ,6. 5 - - - - 12 I12 1,695 8 12 ;2 11 8.5 7 6 12 � 75 6 -_13'-0' 12 10 - I- 6 6 I - 12 10 - - 6 45 - - I- - 12 7.S - - - - fi 45 - - - fi4.5 - - - 12 1'12 2 12 10.`8.57.5 12 12 10 B fi.5 5.5 12 0. 7 5.5 4.5 4 14'-0' 12 10 _- ' .1-._6 55 1- 12.-_7i .54.5 - - 12. 7 - - i.545 -I ! 6 31 - -'I- j- 12 12 I12�9.5 8 6 12�)2 8.57.5 6 4.512 8.5.6.5 _5 bl3 12 _ - I 16 I _ 12 - 5.. - - � 12 - �__5.- ._�_.i_., _-6 - I - ( �- 112 2 I1211 9 755 12I{1285 7 6 4 12 9 6 _5 .4 - - - - 11.5- - - - - 12 10._B.5 6.5 4 2 112 8 6.5 5 3 i 1.SB.S 6.5 4.5 3,51- �1 i HV BLADE OR HV BLADE W/ d HV WINDOW BLADE WORKING IN UNISON"P ♦SEE aM,11All of USE i'OH RIME O N N SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFTT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/0-0.55(N.D.S) -1/4-F TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLS FIR W/G-0.50(N.O.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE nR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) 2.ANCHORS TO HOLLOW CMUNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2-COX PLYWOOD(1986 ARA) LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ot,0111111 ton 2 ''' C2020 TLTECO,INC. ®2020 FASTFRN METAL SUPPLY, INC. ``'��A��`.. TI T�'', BERTHA HVTM EN Accordion Shutter System a a 67 H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE ND•44 = American Shutter Systems em$ EV.N DESCRIPTION DATE DRAWN BY: MP TILUT TESTING & ENGINEERING COMPANY T 6355 N.W.36th.SL,Ste.3W,NRGINIA GARDENS,FLORIDA 331e! Association, Inc. 1 OLD 17-107 7 /2/202 DATE: 7/2/2020 ? a•, STATE F Phone:(305)B71-1530.Fo.:(305)671-1531 4268 Westroads Drive 2 DRAWING No �'gyp'• FLOR`Q.•'•\ .-.oil:tilt...ft heem West Palm Beach, FL 33407 s �� CA-0006719 'I d \\ WALTER A TIl11T Jr.P.E. 4 O_ 64• ��h SS10N EAL/SIGNATURE/DATE F1.06A Uo.(I 44167 5 SHEET 15 F 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & g WO BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHA L WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4%TAPCON OR A.S.Q. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Cl) A WORKING IN UNISON ' TAPCON WITH ADVANCED f-- ... 1/4"0 TAPCON OR THREADFORM TECHNOLOGY - 1 W/ 1 1/2'Min.PENETRATION TAPCON WItH ADVANCED THREADFORM TECHNOLOGY TEC - - I' -- OF THREADED AREA TO j W/ 1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING ` MN SEPARATION 'I r ' I - (� ;:y� EXISTING WOOD HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO PASS(SEE S E 4 /1 SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4`S.S.MACHINE _SCHEDULE qY SHEET I I I ( (170R I8 SCREWS W/ 1/4--20 NUTS 11 FOR BLADEOAND I " .\k kl\\u l y as} v a 12"D.C. ON SHEET 19 FOR �� 1 ', 1"Min.-' - a EXISTING BLADES O&0 a 11, 1 - -CO-r•EO- GLASS--N WALL FINISH 1oP�TIONn1 I I II„I I j FINISH I "I •;1kilUl\k\kk \ I ` N ' EXISTING MI OR N. I� EXISTING MIN. I � N "Wool'ED I' I - l��QR �� N 2"z4'WOOD I 1�`0 TAPCON OR TAPCON WITH ADVANCED HEADER EOU R N N HEADER REQUIRED THREADFORM TECHNOLOGY W/ 1 1/2' E CSTIINSGS ^ MIN,SEPARAIRON 111I i 1 ( I I ., ,j� fil.',. Min.PENETRATION OF THREADED AREA TO —t TO�`SS(SET 'I ppN I MIN.SEPARATION TO G1A55 1 EXISTING W000 HEADER. IL—SCHEULE 11 FOR BLADE ON SHEET _ 1' I EXISTING II'�(SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET 15) G)NO '1 ON SHEET 19 FOR BLADES 1 i GLt55---11 I .. 2'z4'CONT.SILL N (1)&® I I I ._ _ _- _ 17 PLATE REO'D. OHV WALL HEADER INSTALLATION OHV WALL $ILL O INSTA TIO M HV WALL HEADER INSTALLATION ° I' II t _ MIN. SEPARATION TO GLASS {� _ (SEE SCHEDULE ON SHEET 11) Ip EXISTING ,CLASS I I�_ EXISTING �— MIN.SEPARATION TO GLASS I I ;�') "I' (SEE SCHEDULE ON SHEET 11) -- EXISTING MIN. SEPARATION TO GLASS I � GLA55� I GLASS 2"x4"CONT. (SEE SCHEDULE ON SHEET 11) I •' 1 I S 1 1/4"0-20x3/4`S.S. WOOD I,_, I 1 ti f MACHINE SCREWS REO'D -20 /`S.S' I II USING 1/'-20 NUT MACHINE SCREWS 0 , 0C n WALL 1j \ 1/4'-20 NUTS® 12"-. u FINISH B I O.C. ..'i DRIB _ �OR�S - I II I I� r ` I3 ORO a 4 - __--�'` WOO2".4 COAT. i I �,I •STT\U\1Rll\1�1 =EO .0 W000 PLATE ;N ll\ 1\t 1" 1"Min. REO'D. t1 L .._�.1'Mia. I"1... P. ) a I 1 It 1/4'0 TAPCON OR TAPCON WITH ADVANCED Ul �. `Q OR I. 1 / 1 THREADFORM TECHNOLOGY W/ 1 1/2" 2 x4'CONT. _ Min.PENETRATION OF THREADED AREA TO 1 I SILL PLATE l — EXISTING WOOD HEADER. I, 1, 1/4.0 TAPCON OR TAPCON WITH ADVANCED I 1 4`0 TAPCON OR NOTE: REO•D (SEE SCHEDULE ON SHEET 15) THREADFORM TECHNOLOGY W/ 1/2' .A• TAPGON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL Min. PENETRATION OF THREADED AREA INTO PLYWOOD 1, THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH I`..t (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4" I/2'MIN.CD W/ 1/2`Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE •I STUDS 0 16'O.C.MAX._ PLYWOOD REQ'D. THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2"MIN.CDX PLYWOOD REO'D. REO'D. PLYWOOD TO DE WALL FINIS (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION '-EXISTING MIN.2'x4"STUDS 0 16"O.C.MAX.REO'D. ATTACHED 70 WITHSTU IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 23pB OF THE ©HV WALL SILL INSTALLATION ♦SEE UM�pTINN5 OF U E OF ©HV WALL SILL INSTALLATION F•B•C BLADE, oN SHEET 19 FLORIDA BUILDING CODE 9 Y Non High Velocity Hurricane Zone 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. T�, BERTHA HVT11 ENs �'�_,, Accordion Shutter System No.441 ,LIEC ® INC. n ® s e H.V. BADE#1 W/OR W/0 H.V.WINDOW BLADE American Shutter Systems •1�' * ��2a TILLIT TESTING & ENGINEERING COMPANY / REV.N DESCRIPTION GATE DRAWN BY. M.P 63M N.M 36th.St.,St..s ,WRGNRDENS,FLBRIM MI6, AssoClatiOn. Inc. t OLD 17-107 1/2/202 DATE: 7/2/2020 o'• STATE 0 os IA GARDENS, :(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No '�0 FCORI� 4' a-moil:11IIeeaC�ou"'M West Palm Beach, FL 33407 3 ,, �''•• `���' CA-DOO6719 20-164 ONAL ``k WALoEDAuLLI 44167 4 SHEET '��ETTITITIIILI1L11N.�. SEAL/SIGNATURE/DATE 16OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & J& HV+_BLADES (AS APPLICABLE) MAX.. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S . DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX G IN UNISON ,I'. ..... 4"v6"(Min.)EXISTING (';; ..-.. ("....EG. EQ .._t_ 2"MIN.--.._ SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1/4"0 TAPCON OR EDGE(IF APPLICABLE) r I TAPCON WITH ADVANCED WOOD BE REQUIRED. THREADFORM TECHNOLOGY STRUCTURAL ADE ----- --`- --------- — i! w/ 1 1/2'Min.PENETRATION QUACY 1/4"o-2Qx3/4'•S.S. OF EXISTING WOOD BEAM _I I OF THREADED AREA TO 1' PHIWPS TRUSS HEAD 70 BE CERTIFIED B1' / _ -- `, - L" - EX6RNC WOOD HEADER. -- - MACHINE SCREWS �-' (SEE SCHEDULE ON SHEET 15) l Min. REGISTERED ENGINEER OR ;Y. ,'I. < EXISTING OR II� _ I W/ 1/4`-20 NUTS ARCHITECT PRIOR TO 7 'EQ •�`T` EO t r ,{. TRUSSES OR WOOD EG I Fq I' ® 12"O.G. SHUTTER INSTALLATION. ::% 1/2 �_ 1/2' O.C.REQUIRED r i RAFT 1/4"0 TAPCON OR - - -� - -- ll oR i S •�" ,. EXISTING SOFFIT I a\)\Lt\1�U\ l� 1 I J 257" TAPCON WITH ADVANCED ^-. r• .»' T11 r 3 4"Mor.THK. I 1 THREADFORM TECHNOLOGY Max. W/ 1 1/2`Min. PENETRATION _EO �EG' p14x3/4" it EO- P� ,1'x4"X1/6'CONT.ALUM.IUBE OF THREADED AREA TO S.M.S. I $ -- _ (6063-T6 ALLOY)W/ -OPTIONAL j - i EXISTING WOOD HEADER. ', I' ® 6"O.C. I _ (3)5/16'0 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) i'-11)Dr 13 OY or 13 or 15 EACH RAFTER OR TRUSS. � 1 Qi - LOCATE LAG AT I I I I •��_ J�I I I MI DTH OFSCREWS DEXISTING WOOD EXISTING MIN 2"x4" 1 - � i I I, I I ) I l MEMBER,(2"Min. NOMINAL —II I I' - OPEN HOLE AT FAEII WIDTH)W/2-Min. EXISTING HEADER ftE0•D 1, MIN.SEPARATON TO GLASS EXISTING STUD TO ACCEPT PENETRATION OF THREADED GLASS ,I (SEE SCHEDULE ON SHEET 11) _ ,1 G1A55— �• 5/16'0 LAG SCREW I AREA VAUD FOR NC IH$q�I'It, AT CENTER OF TUBE. I y I II INSTALLATIONS WITH 72pef I I MAX.A.S.D.DESIGN LOAD AND Hy WALL HEADER INSTALLATION �(SEE m EXISTING I ema sFMannoN I INSTALLATION MAX.SPAN.THIS I i I GLASS— W 4TA45(SEE n FOR WOOD IS ONLY VELD n n sH BUDS'OR I t Il` '-O ®� 15°��C" T I FOR WOOD W/MIN. SPECIFIC ON SKEET 19 FAI S 16 1 GR -I It �m'`� GRAVITY OF 0.50 AS DOUCLAS ('-O @A® MADMM&a i - L)OR ®� FIR OR OR SOUTHERN PINE No.2. I-SEE SHEET 4 E FOR TYPICAL SHUTTER ASSEMBLY OHV CION -- �-� -2-MOUNTINGS FOR CAN BE COREED IN ANY WAY TO SW ANY IRSCALATION. U HV CEILING INSTALLAT ING INSTALLATION — — ._ � I ID MASS(SEE {p SHEVy)I� R j a- ® I MIN. SCH1 ION MIN.SEPARATION TO GLASS - I'I I 'I ttfa�a�Em C' ! TO CLASEPARASS _I I" (SEE SCHEDULE ON SHEET 11) -I -1 E%ISTING I yffi 19 ET7R RR S I 11 CU55 I ® � l (SEE SCHEDULE EXISTIN I' II - (� ON SHEET 11) I I I �) G I f 1 f ALTERNATE ( 1 (8 1 1 I 1 ,ANCHOR I I I I \ J - I � LOCATION EXISTING I 8 WALL �T 1 - I 10x3/4"HEX CAS-- I I S�I I I DECK REQUIRED ;) FINISH, I I I/4`, rV i-- - 3/e�-wAUt -WASHER HEAD TEK II�I� Max. I-.. ..._ 2"x6"MIN.WOOD -- �,1 SCREWS® 12`o.c _ - - ALLOWED)H DECK of \\�S\\\\\\\ii I I FINISH ALLOWED) - 1 EDGE WI \\\ f 19 EQ- fU- EDGE OF DECK --- - DECK IF _ IF APPLICABLE K o r q , IF APPLICABLE -EU F 7 _ APPUCA13LE - �,y - I11 1, 1/4"0-20r3/4"S.S. r .. - - 111/4"0 TAPCON OR -� -PHILLIPS TRUSS HEAD I I TAPCON WITH ADVANCED Min' MACHINE SCREWS = -' -I-' 1/4'0 TAPCON OR TAPCON WITH ADVANCED _ 2 MIN -� 12`r4 CONT. 7}IREADFORM TECHNOLOGY W/ 1/4'-20 NUTS THRFAOFORM TECHNOLOGY W/ 1 1/2"Min. SILL PLATE TH 1 I 1/4`0 TAPCON OR TAPCON WITH ADVANCED THREADFORM. - —2,MIN. PENETRATION OF THREADED /2"Min.PENETRATION ® 12"O.C. TECHNOLOGY W/ 1 1/2"Min. PENETRATION OF THREADED ?; OF THREADED AREA TO AREA 70 EXISTING WOOD HEADER. (SEE ' EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET,5) U HV WALK—OVER INSTALLATION • BUDEMTATIINNS OF USE FOR W HV FLOOR INSTALLATION VO HV WALL SILL INSTALLATION D O FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' d` �11"11111f►J/ /''' 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. w........ BERTHA HVTM y�Q� '��tjENg w Accordion Shutter System �_� 1 E ® 1 N C. ■ ■ ® ■ H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE a No.441 -7 American Shutter Systems* � `� TILLIT TESTING & ENGINEERING COMPANY REV.N DESCRIPTION GATE DRAWN B/: MP Association, Inc. I OLD 17-107 7/2/202 DATE; 7/2/2020 8J55 N.W.3ElR 51.,Ste.303,VIRCRllA CMOENS,RORIOp 1116t i o'• STATE 0 ;' '� Pnane:(305)571-1530.Far:(3D5)871-1531 4268 Westroods Drive 2 DRAWING No 9', p v,,- e-mail:tilt-0601—m West Palm Beach, FL 33407 3 ',,O,,• L0R10 ,•���` CA-0006719 4 20-164 (CS '•-....•• \d-( WALTER A.TILUT Jr.P.E. 11`11/1S�10 11 ty\\�``�SEAL/SIGNATURE/DATE RORIOA Uc.(J 44/67 6 SHEET OF 20 I17 END INSTALLATIONS 1) HV BLADE OR nA WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 214•MIN,WOOD STUDS REO'D. _2•.4'MIN.W000 xD MIN, SWDS REO•D. WOOD STUDS.. - +/1'0 TAPCON (AB APPIICr18(E) .' µCNOR O 6.0.C. 1 \ /t : W/1 1/x•YIN. I I x•+t•N:N. \ / I P ETRAnON INTO I\ / wm0 SNOS. FlNL91 • ` SNDS OA W/VW. I 1\ / (AS APPNrJBLE) V' ; +/2•PENE`RATDN _-µL MS1NG G1A55 � �V •r R+ Y CO% I' D IF RNISN P1WQ STUDS EMSf. I I EXISTING GLASS ` I EXISTING'LASS { A I'1 / %ECjt o\\I'-� III / I I _ C I %is\\ j P EKISRNO GIA55 MN* iXN x YN� I/2•RTK QC I TO WS(SiE i ,-•` -1/2.41N.m% •� TO Y/ST(STE r SDED.XE w Sf�T PLWIODD. 'IMIN r;•�_ •. �RAIE w SMEET - --= RI QA55('3Ew t/2•MIN.m% ! r:'a'_. MN SFPWwKW +FDR DIME(1)" ---_.__ 1/16•%J•Y 1 fw BADE aDA D _ I ,: ro QA4($ w S4T 19 fON 16 (mad IS)CONWALL 1/2.10N.m% w 94]':T 19 nYi 1••_ _ R1ffDIXE w SNEEI RYWmp : D1AE w SNEET IlA0F5 Q)k® A PLUM.CLOSERLDCA ` PLTw'OOD. 9A06lDk® , ON"A�111 F� 1/21 fi 'l +1 iw aACEmWo 1/i•MIN. FIAIE,(LOG -I FNI_- / WTI" I I w sm 19 FDR AT aMER SI I �( HMfS(De ` YIOn1/x.B.M.S. O.G /+a.1/x•S.M. Ota 8.c. •5` _ 4 �`-•n .,` .—•I (z)I/Pt TA`5 I waos3m f ®• TMIL Y 11 oc. .AT - Foq �a (�•��a e...-''OR SEE DETAIL XTON 11 OR SSIDE mNNECIIONSID h_�p d�_�a D. - ODIw 9pC coNNecn°oe ,4..'A)OR QSe 3-N.S'- B �•�-/ L ® TO TRACKS n. Imo-_ -_..__. 'IS' TO TRACKS {- ® L la,.. rt ra 2 ram-a T TO- o(�s'al•�M-l/"�•V�'- l"Y•®-©•�©•`®`��,,• TO TPPLKSO s'l��Y'©,Q�-©•®X�j,,- Q•O•`!l'©•Vl• - • -©•%:!'©•®- Q•Q)•©-©•0•Y9- ©•ll'�Q•Q'�Ly- 0•'L'®•�•�§•® 1`3•®-©•la-O•""- OB•®-®.®-®,lam p•�sQj•®a{�•® END CONNECTION DETAIL 1) END CONNECTION DETAIL END CONNECTION DETAIL® 0 210 CONNECTION DETAIL REQUIRED wLY FDR SPANS CHEATER THAN I2'-0• 2•.4•MIN.W(f0D 1/4-0 TA N A URS I/,.,TI,,IN ANwOTS 1 STUDS REO'0. W/1 1/2'111H. w/t 1/z•ulx.", O1'.1'B12.5. EXIS11Nc C1A55� PwE1RAnw o 12.O.C. PwENUTK#i o Ix•D.C. KN SEPW+Anw YN Su,I_ 1/2 MIN ""—E wET — 1 4• ♦ SEE LIMITATIONS OF USE FOR 4',. .__.___- r __.._ BADE 1A ON SHELT 19 SD(DLEE w SIaET 1 LTon,ixADE N I9+9 V�9R� „1 ININt.--;T,T.T.TT\l\TR.,• ( I , - �MEsme14 Z' 7-' t- fI6_, � .4Z! 1�,r„N I I_(1 I ' ;a•uIN., e_r4`-1 _._..� -�•O-V-'V"•N3- WALL FINISH 2•.4'M.WVOD'.. wA11 I'' -t�-Q'Q-�-t,•�y- 0't OR) CP) VIEW I lae�-©•�-©.®- STUDS III - nwsn -�•®•©•�©©''®- PIM C)•07 ©-O 07•Q�- O O 0-©•OT �- DETAIL FEND CONNECTION DETAIL © END CONNECTION DETAIL g FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, �./ 0202D TILTECO.INC. 02020 EASTERN METAL SUPPLY,INC. s G*EN L9C`am� BERTHA HVTM o,4416 I Accordion Shutter Sy stemN L C® � „ . � Nv. maDE#1 w/OR w/o Kv.WNDOW BLADE Of STATE OF pr�j/p/ f i TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPTION DATE DRAWN BY: IMP •'4; i Q �O,w 93e5 N. w(n.Sl.Bte.dos,vPiGNM GARDENS,FLORIDA aT,a• Association, Inc. 1 OLD 17-107 7/2/202 GATE: 7/2/2020 �i�,'�'F. �ORIDQ•.••;�a Ph°ne (3G5)871-1530.FOx:(305)871-'1531 4268 Westroads Igeive x ss''"••••"' G���`° (iQ°D°®0OI• West Palm Beach, FL 33407 d DRAWING No //"�0Nn i(N \\\\` WALT�A,TILUT d,P.E. 4 20-1 64 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.I 44157 5 SHEET a 18 OF 20 I 71'• 13 1�5 ©mv •GENERAL I IMRA170Na AND CQNDMQNS OF USE FOR R RiNA HY BLADE ACCORDION SHUTTER SYSTFIA WORKING IN Cs C UN450N Wii}i HV WINDOW BL90E RAl A� G `f' l�' l�' 1 35 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 ps.f. __ I _ 2.MAX.SHUTTER SPAN:B6" I 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS S.7;AS WELL AS j I MOUNTINGS M.O.T,U&W ON SHEETS 16&17. $ ' ONLY CENTERMATES Q1 (BOTH W/ 4 OR 2 ARE ALLOWED WITH 2�1 /� 44 OR 5 (2Tj AURT 5 D IN A SYMLTEf PL OR OPPO�NC LAYOUT.IN CASE OF OPPOSING 0w0J- r LCtY0U7,p9)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF �- •1 CLNTERLM E. A @ SHALL ONLY ALLOW A TYP. FA. END • + 4 Q .� (3-0 HOLES)FOR®PER13LADEE AT SPACINGS SHOWN MAXIMUM OPENINGS ON SHEET 4 441 MAX. 5 WINDOWS n - OF MIN. '0CLEARANCEROLE FRO�1 TOP L BOTTOM EDGE OF HV WINDOW BLADE 1� '- ..� _ � - U (\"1 OF ANY 3 C HOLE FOR(�SMALL BE 12'. ALLOWED AT 1iV m 1 WINDOW BLADE© I (C)FIST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (D)HV WINDOW BLADE Q MUST BE USED ALTERNATE TO A SOLID HY BLADED . THROUGHOUT SHUTTER'S WIDTH.L A .� n n (E)CE�IjERMATES SHALL ALWAYS HE INSTALLED ADJACENT 70 A SOLID HV qq (111 V V BLAOELIJAT ETHER SIDE OF THEM. ' (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TFJAT TABS FACE SEE END THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW 4�¢MUST BE CONNECTION _ � `/n,! /`/,�j' /\n`j ONLY INSTALLED AND LOCKED USING A HY SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS �N i 'V V a V INC. 10& 16 TYP I $by( FULL HEIGHT. ! 'e_ 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS N70 WOOD FRAME 7S@@ BUILDINGS ON SHEET 15.AS LIMITED 13Y SPAN AND DESIGN LOAD(SEE NOTES z 1� •YP 14,1 94' 1 &2 ABOYEJ. 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED m CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMBED BY i SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). fl t B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: (SEE PLAN FOR REQUIREMENTS) p� --------- D TYP TOP&BOTTOM W �)z;.°R®°R b.�J'�' WIND ZONE__ MINIMUM.SEPARATION TO CLASS UNLIMITED WIDTH - -- - - - - - - - 1 THRU 3 i" MN SEPAMIA710H TO G1AS5 Lxlm 4c cuss LEVATI ON (�sa m AE ON SHEET 1 i FOR[LADE(Da 6.25- AND ON IRIS94M7 FOR BLADES C)&�A ___ --- / I,, sWr/1J OLCAL ANDERMATES 21 W/o ss(sEE NOTE 4 ABOVE J 1 PLAN I� 2I zi• ✓ � TYPICAL 1 ) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE JAB SHUTTER* -- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone AAAH1!f 1 1(1 ETA,, 02020 TILTECO,INC. Q 2020 EASTERN METAL SUPPLY, INC. ;.�A� �E ..:.. 4,4 BERTHA HVTM \.10EN Accordion Shutter System No,441 7- =G Kv. tTaDE#1 w/OR w/o Kv. N7NDDW BI ADE TILLIT TESTING & ENGINEERING COMPANY American Shutter $yStBR15 Lv.H D¢SCR1PrtON DATE DRAWN BY: UP STATE 0 r 268 Association, Inc. 1 OLD 17-107 /z/zD2 DATE: 7/2/2020 d� 6715 N.W.d6N.51.,Ste.153 4RGINM GARDDV5,1-153 1]l6f 4268 Westrocds Drive 2 Phone (30.S)871-1530.Fox:.(S05)871-1531 DRAWING No �D"•, FZORID ���� °-°°II:un°°°®°Pl.wm West Palm Beach, FL 33407 3 F \`\ CA-0005719 20-164 ��4 sS' •G"�` -- WALTER A TILER Jr.P.E. 4 AL1n p1. SEAL/SIGNATURE/DATE FLORIDA u°•N 44167 6 SH19 OF 20 i ; 16-1) 12.000"Max. Irx 1 I/2-x 0.035- 1 .. INSTALLATIONS WZ.(J-) HV BLADE & HV CENTERMATES T Min, Mn.ASTM A-653 GRADE 40 1 t%V-METAL STUD AT 16'O.C.Min.G-60 STEEL0­owl. INTO METAL STUD WALLS a 6 O.C./ 1/4"o NOMINAL 1 2" GEE LIMITATIQNS AND CONDITIONS OF US ALUMINUM SLEEVE 1)HV BLADE 6CCORDION.SHUTTER6063-T5 ALLOY 43c (1 3/4-.6 1/4-.O-OW THICK an SYSTEM INSTALLATION TO METAL STUD WALLS NEL *a 8 _ BOB- CO*T'GALV.'STEEL TRACK CHAN SEPARATION TO QLfi_5S SCHEDULE I - 3� AM A-653 GRADE 40 Min.G-Ga Max. GALVANIZED FASTENED TO STUDS EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) r., w/(2)#6.1/2'TEK SCREWS ON 2. MAX. SHUTTER SPAN: 84" WIND ZONE M purlinu=f SEPARATION LENGTH+ I INTERIOR MIN.SEPARATION 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS MOR&EXTERIOR FACE AS APPLICABLE MINIMUM i,l till ASTM E-1996 EXISTING GLASS--1__ TO GLASS I/rO-20W BOLT (SEE SCHEDULE) 4. ONLY_qENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1 MUST PENETRATE 1" MR.) WITH U1 ARRANGED V A S METRICAL LAYOUT. USE OF (2)n35 (6- LONG. MINIMUM) MUST ALWAYS BE 4 4 1.373"-, EX INCLUDED AT 7ERIOR OR INTERIOR ACCESS SIDE OF a 4'.O.OX'THICK NIP. EXIST FINISH CENTERMATE. STEEL TRACK CHANNEL, A$SA'RPNPGUCABLE 6 GRADE 40 Mi..G-60 CO3dT4'aALV I/ ASTM A-653 GALVANIZED FASTENED TO STUDS I W/(2)#60/2"TEX SCREWS ON I 43,D INTERIOR&EXTERIOR FACE I "a 6-O.C. /4"o-20 THREADS Lj �BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 -0 ELCO CONSTRUCTION 1/4 C 1/2- 12 38 CENTERMA7E 21 APPLICATION I PRODUCTS FAD—LOK HQ 43b 6'. 1 1/2'.0.035"THICK COMPONENTS Min.ASIM A-653 GRADE 40 1 S.. @ 6" O.C. Min.G_6Q GAVJ.STEEL INSTALLATION SCALE: 3/8"- 1" M STUDS AT 16'D.C. in. 7: WALL. HEAD-ER/SILL-INK EXISTING FINISH AS APPLICABLE METAL (TYP.TOP&BOTTOM) I 3/4'x 6 1/4"x 0.035'THICK Min. - —————— - 7——————— ­GA.STEEL TRACK CHANNEL, GALVANIZED FASTENED TO STUDS j A-653 GRADE 40 Min.G-60 EXISTING CLASS "zM A W/(2)#6xI/2'TEK SCREWS ON SYMMETRYCAL I T 51MMEIRY(�AL MIN: SEPARATION INTERIOR&EXTERIOR FACE 43a .4 C TO GLASS 2 -E MIERMAUS W I CENTERMATES (SEE SCHEDULE) Max. TERIOR CCESS SNE'.- I INLERIOR_ADZES S SIDE ----- ------—--------- LLZ - ----- ------------ W.(TYP.) IN (6-Min.) -------—---- ------ ---------—--------- ----—--- 2 -------------------—---- ------ 24------------—------------—----- ------ ---'-'--'-_--- ------- y —-—------- ----------—--------- ---- -- -=-----—----------- --- ---—------ -—---------------- --- ---------—------ (f) / 1(2)�42) �2 LOCATED AT 21 \1 2 1 j HV HEADER/SLL ENDS VIEW Y L 24 SIDE CONNECTION TO TRACK (6"Min.) I 12 - L 6 112-MAX.SLACK 3 1/4"(TYPO(Cont.) BVA 6 1/2'(Typ.) IRAPE SLACK DETAIL HVE h�tc FLORIDA BUIUM CODE(Non High Velocity Hurricane Zone' 11111 iIW4, 02020 T11,TECO,INC. @2020 EASTERN METAL SUPPLY,INC. "01%qw. t/T BERTHA HVm 0 Accordion Shutter System TILUT TESTING & ENGINEERING COMPANY 11LIECOlivi.. A.S.S.A. H.V. MADE#1 W/OR W/O H.V.WINDOW MADE No.4 4 6 American Shutter Systems IEV,No DESCRIPTION DATE DRAWN BY� 11.1, Association, Inc. I OLD 17-107 11/02020 6355 N.W.35th.St.St,.303.VRal GARDENS,FLORIDA 3316 STATE )F Pho-z(3a5)8,1-1530.F..:(.305)871-1531 4268 Westroods Drive 2 DRAWING No '40RI 1�, $ —mail:tald"COOLoorn West Palm Beach, FL 33407 3 20-164 I -006719 4 ......... "' Q — WALTERCAA.OTI J.1`1 - 3/0NA1 FLORIDA UcLU#T 44167 5 SHEET SEAL/SIGNATURE/DATE 6 20 OF 20