Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://www.floridabuildino,.org/pr/pr_app_dtl.aspx?param=wGE.. � f�d'-6'F rise-,;� �`.=r ,�- �-r,..� ,,,j"��-� O3}. �Jj� t' �� �b � 1 �,rS'_I�fr Its g■ v ,�mot. � c}� ➢ �-r �., t..��,ys,,�y a�ri`�''$((�,"�•, j � � w -��s �,� � �..,._ a,"=r�` s. '.:'���s-.=,�, -� .�..___...�j $Y�•_• iY�-•--.� Cry,{1 "Y/�'.'..��: BCIS Home ; Log In ; User Registration Hot Topics , Submit Surcharge ( Stats&Facts ; Publications j Contact Us 1 BCIS Site Map f Unksi 1 Search Ronda VON r iT1, Product Approv al l�USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail rx FL# FL389-R10 RECEIVED Application Type Revision Code Version 2020 APR 15 2021 Application Status Approved Frrmittf^g Pzpartment St. Lucia County Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative \off / 19 q ®Q Address/Phone/Email 'l 11 , Quality Assurance Representative c®wk�®��®'�� Address/Phone/Email oc9C �R Category Shutters ®G 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_COI C0I_ASSA_BLADE1 .pdf FL389 R10_COI COI_ASSA_BLADEI_Z.pdf FL389_R10_C0I 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 F fle COPY 1 of 3 1/5/2021,5:00 PN Florida Building Code Online https://www.floridabuilding.org/pr/pi_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.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D".Max span is 12'-3"for 40 psf FL389_R10_AE PER_ASSA_BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 89.2 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_RlO II DRWING ASSA BLADE1.odf 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,W-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_ASSA_BLADE1_2.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389_R10_AE_PER ASSA_BLADEI 2_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 BLBL a Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer._Qpydght 2007-2013 State of Florida :: 'va y Statement::Accessibility ::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: MAN �i£;_ 10929 2 of 3 1/5/2021,5:00 PM 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-0.85, USING ASIDE 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 ASIDE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES 0 & a 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=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: ASSEMBLYTYPICAL SHUTTER SHEET 4 TYPICAL WINDOW BIADE&WINDOW DETAIL —HV BLADE 17 90214.01-03. #0715.01-03,P10D4.01-05,#1214.01-05. #0317,02-06, 00609.01-10 AND #0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E—I886 AREA 2: HV BLADE T AND HV WINDOW BLADE 1rAl 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 APPLICABLFa —HV WINDOW BLADE 0#0505.01-08 AS PER lSIM E-1806 AND E-1996 (MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND P 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTAIJ.ATION DETAILS A—F. CONCRETE/BLOCK SHEET 6 2.HV BLADE(i AND HV WINDOW BLADE (9 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.Y.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75"AND #14x1.75"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 FN 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 kel AND 35.7 kM 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 ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ke1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR A151 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D 12,13.14.15 AND 20 INSTALLATION DETAILS M—R, WOOD SHEET 16 HV BLADE Q&p WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 85'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY ALL SHATTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE l I J ONLY 11.SHUTTER MANUFACTURER'S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 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. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS RED.. 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. (G)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 RENEW. (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(HOn High Velocity Hurricane Zone, l 4 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY, INC. d1 {yl�llµ/s/f i BERTHA HTM Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V.WINDOW MADE No,44157 American Shutter System CV.Na DESCRIPTION GATE DRAWN.B: MP J TILLIT TESTING Sc ENGINEERING COMPANY 6355 N.W.361n.St..Ste.305.MRGIM GARDENS,FLORIDA 3316. Assoclatian� Inc. 1 OLD 17-107 7/2/202C DATE: 7/2/2020 a' ?. STATE F � � ,91Zo Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods DriveCA- 2 �0, o—moil: 0006600l.eom 719 West Palm Beach, FL 33407 - 3 DRAWING No �i�[`(1 '•....., . 'G�``� WAL FLORIDA A.TILUT Jr.Oc 44167E .—..4 20—�64 L/SIGNATURE/DATE 6 _ SH 1�OF 20 1 ,�ARIES in 0.454-, !�M 77 Y.9 *1160' STARTER 4.371 4- .-4.3-55' 00 QM 4. \Ga. 05 CID (�),HV UNIVERSAL FLOATER QUALIFIED E OR USE OVERED UNDER US PATEN 5458179 W/ QUALIFIED FOR USE W/ HV BLADE(D (L4111V DIRECT MOU HV BLADE U)7 V 1 0 8 D 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-TG ALLOY AND TEMPE *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE 6063-T6 ALLOY .37 - 6063-T6 ALLOY AND TEMPER 3,229- 1.500, .085 "6.A--52V 0 ------- 2.22 12 4.897. ------ 5 .092 5 ? -—------------------- j 2.1 Q._072"-IL- (�).HV AQJ. ADAPTER WAIE L ----�--226- QUALIFIED FOR USE W/ HV HV WALK-OVER TRACK --.920 J BLADE 0 QUALIFIED FOR USE W/ [IV HY TRENCH TRACK ©HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY 112 TEMPER BLADE(D ONLY. HV RAINGUARE) BLADE 6063-T6 ALLOY AND TEMPER QUA FLED FOR USE HV 6063-T6 ALLOY a TEMPER :21 VARIES BLADE 1 VARIES 1.936" -T6 ALL TEMPER P-M.x J-083' 083' -u 053' .083, 93 6 .0 to .125" j 61 .993, cq, 0nl ul 1670 o. 3.529"-_ 11 HV CEILING HEADER (1� HY HEADERZ51LL HD CEILING HE R I 7 013,52� QUALIFIED FOR USE W1 HV BLADE ONLY, QUALIFIED FOR USE W/ HV BLADE ONLY (a 6063-1 10 QUALIFIED FOR USE W1 BLADE HD WA L-H—EADER/SILL SEE SECTIONS FOR VALIDIP SEE SEC TI DNS F ACIDITY QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER 063-T6A No TEMPER BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENTI A I El TI x Y MN%MNYMN.t 2- 2" ;0.125" 17 2- 15-MAX. 1/8' 1 1/8' t 3- 3 '0.090" 2* 15"MAX.1 0.192" 0,192- 1)6 SIDE: ANGLE L— -_ L- ---I I . - - .1 QUALIFIED FOR USE W/ HV A-LIUMINUM ANGLES 2.5- 1 11 1 a Igo., 0.190 20 CORNER POST 7 MAX., - BLADE QUALIFIED FOK USE W1 HV - QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE W ONLY. BLADE 01 6063 2- 5-MAXI 0.139- 0.131" 6063-TG ALLOY AND TEMPER -T6 ALLOY AND T ER i r FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; qit III 02020 TILTECO.INC. @2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System J IL Ecoll.c.. Awam&As H.V. MADE#1 W/OR W/O H.V.WINDOW BLADE No.441f 7 '. -= - - American Shutter Systems IEV. TILLIT TESTING & ENGINEERING COMPANY --DESCRIPTION DATE DRAWN BY: M.P Z' 6355 N.W.36th.St.,Ste.30B.MRGN[A WDM,FLORIDA 33161 Association, Inc. I OLD 17-107 2/20 0-DATE. 7/-2/2020 STATE Oi "z "10 • Ph— (,305)871-1530.F..:(;505)871-1531 4268 We5troads Drive —2 DRAWING No West Palm Beach, FL 33407 3 CA-OOC6719 —164 .......t�SN 20 WALTER A TILUrr Jr.P.E. FLORIDA Lt..111"167 5 I/11110NAU SEAL/SIGNATURE/DATE SHEET ........... SEAL/SIGNATIJ 2 OF 20 FLAT HEAD 2A3" 1%­� TkR USING EWIEL 10.3 4' S.SAS. I I/Q0 Dl .745' ED ED FANNED 1/4'-20- -f; I HOUSING ENAMEL (2 THREADED .-DE CAST PED PA IWO Ell-OB'T.. 'o _a73 n, ILL3 5' GRASS MNOER IN DEA c� SID" _j @ P&LAXEYS(CHROM C21 TED) 0-i E ".D1 c 5 QUA IED FOR USE W/ HV B E(D& Q)ONLY HV EGRESS LOCK 2 HV FkO __17 LOC TEMPER P OU LIFIED FOR USE W1 HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY QUA FOR USE W/ HV BLADEfl)& 1 ONLY 6063-T6 ALLOY AND TEMPER" 23 HV CORNER CENTERM41E LADE I & @ ONLY. BLADE 0& ONLY. I AL IFIED FOR USE W1 HV BLADED ONLY 250"O'D' 2874 .518' 518"6063-T6 ALLOY AND TEMPER PLISTIC HEAD"OLD.T._ V 1.756 _92 COW _2t: SLREW 2.079" 1.753- .I_ 71 J, -.360'AFrER RivEriNG P BEFORE RIVETING R 4--g-2 4" -20 RIVNILI EW S U 9, Lml6' RIES.4.ALUMINUM=24-.ALLOY)LAR E Z-1N SH TSERT.PART#0820.AS MANUFAC7UR BY AVDELI PLAN FRONT ELEVATION HV N "T"—LOCK N 44W ERRY RN,PAR! hT07054 OR EQUAd LOCKER FOR -T- LOCK CENTERMAT QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK 'T' LOCK A E LOCK MCENTERMATE (0 HV (9 USE W/ HV BLADE@ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE QUALIFIED 10 ONLY QUALIFIED FOR FIED FOR USE QUALIFIED FOR USE W1 HV .PONLY W/HV BLADE 01 ONLY. BLADE 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE ,.532 0 MSTURN d 063" J .4,321 _1-ONLIL 1-• .06i -.0 1 GYUNDER OR .214 1 KEY CYLINDER g .545' Fir .8 51 Mi.. .125"Max. _HD CENTERA[ATE .405 NO HD CE DCKIN%J"0- 6 0 LOCKING� QUALIFIED rR US RV BLADE(1)& (4 QUALIFIED FOR USE W1 HV SLADE!l:j& IIA, 606 T6 ALL 4 HD CENTERMATE'S INSERT 10 6063-T6 ALLOY Rof (UALIFILED r 60 AND TEMPER Tr 11 MIN QUALIFIED FOR USE W/ HV BLADE(D&(j� a 6063-T6 ALLOY AND TEMPER 4� III �I-'20 ffff i -THU MR �T�L ACETAL THUMBSCREWS. M(SEE DETAILS), ±1/2 CYLINDER 00 OR KEY CYLINDER .57 MI..' 1.76"Mo.., LOCKING RODS QUALIFIED FOR USE W/ HV BLADE(D -J, L-375-0 -1 1-1/4"0 HD LOCK 6 0 W 3/8 —20 AISI 304 063-T6 ALLOY AND TEMPER 70—16 ACE-FAL (n FtV 1/4" 0 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. N� L� _5ERIES S.S. THUMB QUALIFIED FOR USE W/ HV BLADEQ& G NSTALLATION WILL REQUIRE A 7/16" H THUMBSCREWS SCREWS 'M- rD QUALIFIED FOR USE W/ HV BLADE IVILLED AT TRACKS FOR PROPER EMBE EI�V QUALWIED FOR USE W/ HV BLA 1,- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO,INC. C 2020 EASTERN METAL SUPPLY, INC. �0 BERTHA HVT1 Accordion Shutter System No.44,67 /711�Ll E qq ,N- A EN O.A- H.V. MADE#1 W/OR W10 FLV.WINDOW MADE . a% American Shutter Systems LEY DESCRIPTION DATE DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY� Associaion, Inc. OLD 17-107 7/2/202 DATE. 7/2/2020 t 1 C STATE F q0_10 63W N.W.35th.SL.St..30,MRGINIA GARDENS. .DA 33161 4t Phone (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive ! $ -------DRAWING NO ,-moil:Ultecoucol.corn West Palm Beach, FL 33407 3 CA-000 719 20-164 ""I SM•.... U�� — WALTER A.TILLU J,P.E. 4 FLORIDA Uc.111 44167 5 SHEET SEAL/SIGNATURE/DATE OF 20 SHUTTER ASSEMBLY SCHEDULE FOR �'�'��I HV G), HV �� 3/8 un�Tl.... I MN CEkW�NCE O ...._.__... O ; O ' 1.I f - i0 BLADE TOP 625' __..___. 40 38 i EgcE 4 1 HV BLADE 1A _ .. I.. .III \ / \ IHv wlNoow BIDE arzs SLnlorr .aszs .os25' 1 HV BLADE 1 __ .OP .1&75'• Y HV_SHORTHV LONG RECESSED RECESSEDNNYOLONBBUSFIING C I. oaa a 3� I K�unc,PLE I\ ° ENIN� i .0625'y.� 0.0625, 39 }( ^v _ 1 F�[ B ME N __._ _ 11 ® .. ._...__..... _ �II _ R1.75O I HV NYLON HAT WASHER II Q OR ® _ _I \; l;_xrEmoR I,l 3750" Q4 HV WHEEL CARRIAGE AISI 302-303 SERIES �I' O 3 �aV9"�J.r 40 x ��Wz.e75o' _I X 0.870"x3/16" THICK NYLON WHEEL. I 1 � ,'(��j,/ I: `" 2 7/8"MIN. ,f HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 1 -- i•---- 1- — - ! SEPARATRION '/ ! 03.00 " 13MIEEN ; I ,0625'.i-.0625' Y °3.7500 ® HV 1 3/4 ACCORDION PIN W/ #8 HEAD EXTERIOR I m 5 3/4" ...,_.. -. _.. .. .._. ....._._... I OP I ON C NTERS SEG]IOfL]._.Y .." _ ENINGS ©3 77 HV 2 3/4 ACCORDION PIN W/ #8 HEAD * I_._ .Y1....-...L . ® M171",� o i 7IF i T 1/a'i 7506 R EI EY IlON CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i i F , I ! - (BETWEEN TYPICAL HV WINDOW BLADE 3 AND I 1 _ I-.TES I POLYCARBONATE HV WINDOW DETAIL 1nOR ® i ® or �3 NT.S.1 q (SEE NOTE FOR I i I — ! � L REQUIREMENTS) O OR I i ! i POLYCAR�30NATE IMPACT RESISTANT HV_W _PW BAYER MAKROLON 3103 POLYCARBONATE �' tl J z'MIN.a cE RESINS, UV—STABILIZED GRADE OR SABIC 1 OR_ ..-.__I_I _I TO BUDS TAD HY PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR x M INNOVATIVE PLASTIC LEXAN 103 RESIN 1 (SEE NOTE "F" ON SHEL7 9). HV(1_ HV�1A� U ® 1 ----- ` / v0 oia (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR �y ?� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR ! 1 POLYCARSONATE SOURCES FOR 44 HV 1© BLADE. ! EXTERIOR APFUCAULE RESULT TYPICAL SHUTTER ASSEMBLY T IG PROPERTIES N.T.S. / srAH1uRD p,nP HV PIN 47. OR J43 AT �L.#1 REtFJiFJICE un7w.x wm� (2) HV PIN @ MAY BE USED IN LIEU OF ® ANO ONLY AT TERIOR P1II'9Cdp EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324" I BLADE'S KNUCKLE.(SEE NOTE * FOR 1t SPE.-C-1 AST.1)792 0.043 lep�l C.—mild BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. Da[y '•{ REQUIREMENTS) �ECBas s� .�,E, IL� I TENSILE YIELD Sid.— /51M..a 9"00-.1 8,500 p.s.i. (3 HV PIN OR 3 W 1 Z O.D. 1 16" THICK S.S. WASHER 0 ! I nExursa BINi—AT nE D AST.D79D Ia5.p.,.I. 13,400 p'.J. ) © O / /"„ / O�S 5 ! FD URAL MODULUS AS M D790 340.000 p.vJ. 345,000 Pai. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, N�Dc ED Izoo nsru Dzse m n Pr-w/a SHEET q� nRE�._nun nux."*�Rmlr•y WHEEL CARRIAGE DETAIL SS SMOKE BENsm /STM 02843 A7.2 R 64.6 A MA% N.T.S. ASSEMBLY LAYOUT RATE OF BURNING ASDA 0635 C-1 CUSS C-I CLASS SELF IGNf110N ASIM D192D 1040'F 960'F WTen1F G AsfM GI55 _ IENSLE STREACM AiIER IYEAIHERM AST,`03B 8302 P.v.i. W40 p.ai. 9 HV BLADE SOLID & 1 A HV WINDOW BLADE DETAILS (ENSILE sR E55 BEFORE WEATHERING ASTM 6JB Ba61 p.v.i. MO p.a.i. N.T.S. FLONDA BUILDING CODE(Ron High 'Velocity Hurricane Zone' 02,020 7ILTECa,INC. ©2020 EASTERN METAL SUPPLY, INC. \4.II�, II�IIIU�1, BERTHA HV,. E E C ® e B accordion Shutter System F -•- �- H.v. EVADE#1 w/OR w/o H.V.WINDOW MADE NO.44 6 _ Inc. ssociation, I OLD T7-10 TILLIT TESTING & ENGINEERING COMPANY American Shutt®r Systems EV.N DESCRIPTION DATE DRAWN BY: M.P 7 z7/2/2D20 202 DATE: 9{ /� B],`u•N.W.36Ih,St.,Slv.305.VIRCINIA GARDENS.FLORIDA 331Ff // �-o'• STATE F 4_Ir/ry-' Phone (305)871-1530.Fpx:(305)871-1531 4268 Westroads Drive 2 DRAWING No s •. p-INpII:tnLP000Ool.com West Palm Beach, FL 33407 3 O y F ,'��� CA-0006719 5''(QR.L.F 'Xc---- wnuER A.Taur Jr.P.E. 4 20— 64 s/aNAL '.Y1S6L/SIGNATURE/DATE FLORIDA Uc.J a41G7 5 SHEFf e OF 20 nnuuLl *NOTES ON HV LOCKS AND CENTERMATES; A> If C> G M N 5 T> I�, B �� �«®•O 1.MANDATORY CONDITION I1: ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS T ANY +, i 1 I ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�OR V r CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON I - - TYPICAL SHUTTER ELEVATION. 16 w'20\ 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV r LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES .23 OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. NUB-HVB_ VV 3. i OPTIONAL CONDITION 2 JQ LOCKING,_, ... I2 IS USED W/TWO H.V. LOCKS): RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY --�24!oR9-R 6 RgO-g: �--�'- --Q4�'® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 4 OR AN ALTERNATIVE DEVICE 1 v I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). I U^ I 1 4. MANDATORY CONDITION 02: ONE HV LOCK 0 ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 'o_ j ,�, AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, v ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4 0-20 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 x0c-Nvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o :-_-. ar�-� 5. FIRiT ALTERNATE TO ANDAT RY CONQmQN +81 VALID ONLY FAR HV L �; _ OR 22 ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SP 2 AN AND g=a INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT O H o '159� NOD-HYD ! Ic OF 1/4"0-200/4" S.S.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. o� RNNUT AS SHOWN ON SECTION HVE, SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDTION#3 FOR KEYSTONE MOUNTING INSTALLATIONS, ONE HV LOCK®or®or®SHALL BE r I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ! i TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK IS or 0 or®MAY BE USED AS AN INSIDE OR IfT. L OUTSIDE LOCK, ATTACHED TO 0 or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. SEE END ._ M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION I ` ;•�-35' OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETSHEETS �O0& �D' F E H I J K L N SI W x i . 18 TYP. FULL I+ ' *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. 35" F. III OF CORNER I. MANDATORY CONDITION #J VALID ONLY FOR W MATES go AND CENTERMATE ONE ALTERNATE HV"T" LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND Qoa®oR©+ 7O ca®oa 10 13 a+ I STALLATION AT ANY ELEVATION. ALT RNAIE LOCK®_MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OO ©�O �'© OF LOCK 0 INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10 15 oe 3DR 1 on CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4"0-20 x 1 1/2' LONG S.S. THREADED BOLT W/7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4"0x 5/8" RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ©.O+©-4)-(2) �a6 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. ®+®aN I s QQ DR 1Q•�s ca 1Q�® *NOTES ON HD LOCKS & CENTERMATES: 1. HD LOCK(34 W/ HD CENTERMATES(31 OR(32 W/(33 ; ONE ALTERNATE HD LOCK 0 MAYBE USED IN UEU OF TYPICAL l r HV BLADE SHUTTER ELEVATION HV LOCKS 124 OR(2Q 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 54 TO®IS W/3 #8 x 3/8"F.H. S.S.MS.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane' If Alf 02020 TILTECO,INC. ©20220®0 EASTERN ppM,,,,EE�TAL SUPPLY, INC. TM ,INN �•' \CENt� .��-, �� ,,, 0 ® Accordion Shutter System H.V. MAX#1 W/OR W/o H.V.WINDUP!BLADE No.441 / a American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY Association, Inc. , OLD 17-107 r/z/zoz OATS: 7/2/2020 6355 N.W.36N.St..Sla.JOS,NRCINIA G4RDFN5,iLORIDA 33I6 ° STATE 0 Ph—:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No n-mall:t6teeo®aol.eom West Palm Beach, FL 33407 3 20— 64 i���•, F� 1 •' $ CA-0006719 A ��''� ORID IN, I-- WALTER A TILDT Jr.P.E. Ss�ONAL ��,``tEAL/SIGNATURE/DATE FLORIDA Dc. P 44167 6 SH5ET OF 20 nun ----CONCRETE ANCHORS POURED CONCRETE - POURED-- POURED (SEE SCHEDULE ON OR CONCRETE BLOCK, CONCRETE", CONCRETE SF1EEr-'t REQUIRED 1/4'0-20x3/4'S.S. IRED I CONCRETE ANCHORS MACHINE SCREWS REOU + (SEE SCHEDULE ON II W/ 1/4'-20 REQUIRED..._'___._._,,1 --._�_. ____ _ FpR f - CONCRETE ANCHORS 18. EYSIONE(SEE MOU G®ON SHEET 7) ' SHEET 13) NUTS® 12-O.C. (SEE SCHEDULE ON SHEET 13) I 1" - -_. 14 I I I _.EO-E'a-e MACH-ZOSCR4"S S.S. _. i - I-EO LI-EI (I ZORO-V USING 4"-20 NUTS - 7 t•I. I - - � L I 19 W 12'0. 1'2 E. D. .25 'M ' I 3 50 3) 2sD' �-.25 'Mox. I i Z - S I r I I MOz. OPTIONAL In I I i i I PTIONAL rAra gruunarl � A 17 I I I I ' 1 I-t q B -_lit li _ OR 1�� I' I '!, e' �' EXISTING -STMI SCHEDULESEPARATION TOGLASS I' -t'/ , 1 LI7 I' � I'DR _-. EXISTING NSNUOkQ I I SHEET I i— MIN.SEPARATION TO GLASS I }_ - `!' GLASS •�ClAS5--1.. ..... ._L, (SEE SCHEDULE ON SHEET 11)__I nt - EXISTING I III -V, _ �A NV WAL, HEADER INSTALLATION G�� - —- - - - OC deb-L HEADER INSTALLATION 7 V LI.., HFAQFR IEXISTIN ON + KEYSTONE GLASS—I SCHM-AEAPATI FET __�TO 0-143(SEE r`� -_.. O GLAS -,I� i r OR 1�� i1� MIN. SEPARA 0 TO GGLASS UL55 -I�.�..,!-. ... _ ; _._ .0 EXISTING _..(SEE SCHEDULE OONTSHEET 11)_ qq ( YPYP ON I 11 I'DR SADE(DMp 9 I I (SEE SCHE UL ON SHEET 11) I ON SHM7 18 FOR �II,,IIII w BLACKSD&O II I, z EXISTING I I' —T--. i-OPTIONAL Ii it i i1 I I GLASS-1 I, I I t I U D I I I li7 11 I 11 i1 i i 1/4'Max. I E.,D ( OMax. I/r OPTIONAL f E.D.- i i �i i I EO I I I I I - J 13 OR 1 D 1 9) I-EQ��-EO_ OR /4'S.S. Min. LISS/ O O `-EO-�EO MACHINE CREWS USING I ._ CONCRETE ANCHORS 1/4'0-20x3/4'S.S.PHILUPS -CONCRETE ANCHORS 17 OR 1 8 `` I; TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) I' 1 I_1"_ 1/4'-20 UTS® 12'O.C. -(SEE SCHEDULE ON W/ 1/4--20 NUTS® 12'O.C. 1 ' Min. POURED CONCRETE-'• SHEET 13) POURED CONCRETE_I OR CONCRETE BLOCK OR CONCRETE BLOCK '--7��-,�- (CONCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON POU D CONCRETE. ' SHEET 14) (F)HV WALL SILL INSTALLATION OR NCRETE BLOCK WALL EOUIRED O HV WALL SILL INS NOTE-F0B_00M131NAILON-O,=5EGu°b5: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER + E,a.- EDGE DISTANCE ASSEMBLY ♦�UMMAUSESEER ;1 HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) 19 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HV,. V\CEN 9-, �CO ® Accordion Shutter System �� 1 L EPd c. t>�9 q ® ® 0 RV. MADE#1 W/OR W/o RV. WINIMN BLADE 3 No.441 7 b_ � -- American Shutter Systems TIWT TESTING & ENGINEERING COMPANY Y Ev.r1 DESCRIPTION GATE DRAWN BY: M.P �1G�2p M3 N.W.35tp.SL.Ste.305.VIRGINIA GARDENS.FLpRIM.A1G1 Association, Inc. I ou) 17-107 7/2/202 DATE: 7/2/2020 ( a STATE 0 - Ph—: 305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 e R:tilt—ft.l.cam West Palm Beach, FL 33407 3 DRAWING No - i Fs WALTER A TILLIY Jr.P.E. 4 20—1 64 NA�I LA�A SEAL/SIGNATURE/DATE FLORIDA Lla,y 44167 a SHEET OF 20 POURED -__-CONCRETE ANCHORS '- _..RATM1 ......�__ ... ,f� __._ .._. CONCRETE _., +. (SEE SCHEDULE ON SHEET 13) I TO r�(SEE 1 , i,I. __._. ,1 OR V y'� EXISTING 1--___ �._. i MIN.SEPARATION 3i JI" REQUIRED sam+"R w SHEET I h EX I TO GLASS EDGE OF ~11 FUR RADEIDAYO s GLASS-- i I•I' i(SEE SOItEOIRC SHEET 11) ON I ; IF W 9/EET IB FOR I wn n SD•AVAR¢n 111 j E.O APPUCADLE EXISTING RAD6 m 6(In) ' I ` Ir- GLASS n 'C9� LTERNATE r-EO'I ✓ AN Q ALOC.ATON-\ (I�' i `I'�1 Dx3/4"HEX WASHER HEAD i it 1 Ii it EXISTING C:LASS- I I II ,/ i!l DR(1$ 3;8-I laIN. TEK SCREWS m 12"O.C. 1 I' N I lUl EDGE OF 7CONCRETE ANCHORS -"8 -SLAB IF (SEE SCHEDULE ON SHEET 13) EO -)EO APPLICABLE TXISTIlIG I III —._ I I ! I EDGE OF I' }icl GLASS--I I i i 15 COGE OF i I, /-// JI I I r SLAB IF I SLAB IF I / I 1/7 1 f 1 EDGE OF I APPLICABLE MN.97WTIRt '{}I I APPUCABLE J E 0 �O!, - SLAB IF Sa+TO QS5FbAE ON SHEET I �f APPLICABLE POURED f - # OPO(RED FLAT HEAD CONCRETE ANCHORS I --; • CONCRETE E 0. C N 2E1E I POR RVOF X. 1 ,, J--, �,y POURER -..<_.- .-_.. i. 1.. 11 _._..� _. REQUIRED REQUIRED (SEE SCHEDULE ON SHEET 14) [N SHEET t9 FTx2 II I ,1 1 R CONCRETE ,FLAT NERD CONCRETE ANCHORS IVAsO)xQy 'V 1 1I I REQUIRED D -- --- E.D.+� (SEE SCHEDULE ON SHEET 14) C01 TRENCH INSTALLATION 1{ VAUD ONLY FOR UP TO +70. -75 PSF&S.D. I� HV FLOOR INSTALLATION t 0)1 Y WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER (0) HV CEILING INSTAL N SCHEDULE #3, SHEET 11 EXISTING CONCRETE ANCHORS I -.. .. (OE SCHLTXA6-'— (a xHU>ulE_ 'i O _, ., ", _ .I (SEE SCHEDULE ON/' t 4`e aty RO LM' TAPOON W n SHIM H) O' .Q'II) ;i 1 I I I ., i I EXISTING SHEET 1O / ADvrx0E0 THRTADFOW/d I 1 EXISTING_ A ; E%1571NG sErA^noun r0 c,wss ( GLASS—j Ye 33 FAGIfENE125 lA�r EA+DMOL=OR i lJVdtORS�{45 MAX. GLASS IHIA I - GLASS '1(s[i saIEBUIi on s,•PLr.r)I I+1! sOHRXi Rs I I i I d 1 J f MIN.EM9EOMQfT 0 G' I MAX. I I O.C..C. UP To 6'-0'SPAN AND III 1; I I tl I M1'O.C.FOR SPAYS URGER 1/1M! 6 11i ;•1. MAX. r 1 i,II�'1�SEf3ANT AT EVERY ASIENERAMFAD—• _-� (Tm.)(SEE NarE tt u SHEET! II II 1 , IIAI '.1 -. —13 0 15 E D x I PlOx3/4 HEX E I) !S}�I' �I FORMAIIONS)'� ,/2•• r I (_ I I -3!A i; I WASHER HFAD MA%. -- I I , N. �11,I .TEK SCREWS (:ONi.$EAUVIT P 14X3/4" HEX HEAD I.113/8 - ® 12"O C TEK SCR 0 9"D.C.i I I I +Elt i• 1 3f8 I 1 1 1 r /% OR 1/4' 20 S.S. M.S. CONCRETE ANCHOR I i�'_ ���aO ( J/ 1/14x3/4"SUS _ � i' �\ I i 1/4" 1l s/ I/f'c-2o,3/4'SS MS W/ UT CD 9"0 C. (SEE SCHCDULE ON 1/2 _ ©9"O.C v / -USING 1/a'P-2O NUTS Max. ti // SHEET 11) r ( II/' c lz'C.C. / EXISTING NON STRUMRA_ 1 2" +�.�I 1•-'I - 17 R 18 I!� 2 00 MIN `..WALL 1WM(DEcorarrvE EDGE OF t • .l ,'1 E D SILL) SLAB IF _.Ki4x3/4"FAL S.U.S. .MIN 1 1 7/B 1 7/8`y-`— .-- APPLICABLE 5 CONCRETE ANCHORS SEF. NOTE 13(b) 0 9"O.C. _.POURED CONCRCIE -' + 'REQUIRED I r," EU• - - POURED CONCRETE - (SEE SCHEDULE ON ON SHEET 1 "SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) ORUCONCRETE BLOCK RED CONCRETE— ON SHEET 1 _ OP TONAL-' POURED �r REQUIRED REQUIRED Al KEYSTONE MOUNTING INSTALLATION CONCRETE ' HV WALL FLOOR INSTALLATION L` WALK—OVER INSTALLATION MMA MUM&S.D.DESIGN PRESSURE:464,-72 PT HV WALL LK VER IN TAL TION REQUIRED MAXIMUM SHUTTER SPAN 8'-0• (JJ t GU SAL TION t f1 B_CQM.91d9It4N-OF S-E_GnONS' • E.U. = EDGE DISTANCE t THIS INSTALLATION STA WTIION PERFORMED 1- SE EET 4 FOR TYPICAL S (SEE SPECIFICATIONS ON SHEET 13) ADJACENT ENTRANCE AN OPERABLE EXIT OLADEMAAONNSHEErU 9 FOR7 ASSEMBLY 2- MOUNTING INSTALLATION DETAILS WIZ I HV BLADE MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, \`��utLll(A1117 IIjIyAp,, 02D20 TILTECO,INC. 02020 EASTERN @M,,EpTALL SUPPLY, INC. I�L T. F 1 COAccordion Shutter System Z I!b 1412S.S. t H.V. BLADE#1 W/OR W/0 H.V. WINDOWBLADE N0.44 67� American Shutter Systems x Y EY.N DESCRIPTION DATE DRAWN BY: M.P lwezo TILLIT TESTING & ENGINEERING COMPANY STATE F 4c% 0355 N.W.36U,.St.,St'.305.ARGINIA GARDENS,FLORIDA 3319 Association, Inc. OLD 17-1D7 �2�2D2 DATE: 7/2/2020 �'• Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No R I F •'a��,�` -alau:Dnaaaaaa,.aa� cA-000671D West Palm Beach, FL 33407 3 S�QNAL_N�lll�� YIALTER FICRIOA Lie. TIc IT«,P.E. 4 20—1 64 n1 l'� SEAL/SIGNATURE/DATE SHEET 6 7 OF 20 5,EEENP WALL CONNECTIO1 DETAILS ON SHEETS 10 do 18 SEE NOTES ON LOCKING RODS(D,HV LOCKS(D Or f INSTALLATIONS W/ (11 HV ME)ALTERNATE HV LOCK®ON SHEET 5. OUT 90••1 I ((.1�:I ( I N EXISTING GLASS ** BLADE SLACK DETAIL HVF IS VAUD FOR ALL "YVV✓✓ BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADEQI OR t`2 .' `10• 5�+I 3�+1 1 — -- .SEE END WALL CONNECTION DR __ O Q ©•Q ©.© EXISTING GLASS DETAILS ON SHEETS 10 & 18 II ------ �. 31/4' 7 6 „�., 2•z2'.1/6'.0'-2 BO«®°R 10s+Q�R1s•Os r _.._.. _ ..__ .. .. .__ _ (6063-T6 ALLOY)ALUM. - OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON 1/2' «�®•® CENTERMATES ANCHORS TO CONCRETE I- CENTERMATES MIN. SEPARATION (TOP/BOTTOM)k IOz3 4 S.M.S.® 12' r i `� -� _ O�_ 5 !, (SEE SCHEDULE O.C.FULL LENGHr. i j W HV LOCK _ ON SHEET 11) (4)p10z1/2'S.M.S.TO NBE ' ,�' � I /� � ��*LOCKK�� _, rD class AT EACH ANGLE.(TYP) SI 1 ® 35*� IN t I I(� , • 5 oOR - --- - - Qoa®°fl©«ton®oR10«OoR "co ..� -- O - HVB [OUT ® lC S)* H tlIC HVA ©+O•©oR©+O• „I _ __ _ __ _ _�a©_'��� ©°R 3 EXISTING G ' CONCRETE 0 LOCK WALL N`A%T5a 1 � CONCRETE OR _ O+O �•� ---- l — OR—-- 6 + pI 6 TO GLASS I. _.` .B EXISTING 5 e Da B DR e + 7 OR SYMMETRICAL * I N r 1 7 1 7 B --- ' .`! ( f,1A55 B a oa 9 3 aR 19+ 5 EXISTING O•© O O«©� MIN. SEPARATION O+0 0«O O O )o CENTERMATES ,-q6 ©5+®nR�«®ors& OR (�1 � GLASS ,� 1 1 * (SEE SCHEDULE !,, 1 ml W/�V LOCK_L6 OPTIONAL ON SHEET I1 OR®'® ® ©* _ (INTERIOR) _ i O+®oR O+©oR 19• _--_-- ) __ 1 MIN. SEPARATION\ /n TO GLASS LL - (SEE SCHEDULE I N OPTIONAL _— N . ON SHEET 11 `, '_. (INTERIOR) ...fig _— —- _ _ ..__—_— _..--- --- ANC NC OUT � ---- `� --- ---- — -- ,' RE CORETE'• ; r \ {' GFuy O_ _�__ I -f��._._• — ' HORS ` IlJ- \\ 16'O.C. c L� ®� cif * TR VMIES: VARIESS �" OR r - I f _ 6 1 2_MAX_SLACK — ouT �? 3's? (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVIM F '= Accordion Shutter System No.44 6 c . , ®A® H.V. a.ADE#1 W/OR W/O RV.WINDOW MADE •s1' —:'�T'= TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems iEv.me DESCRIPTION DATE DRAWN BY: MP ^���f.O 6355 N.W.36th.SL,Ste.305.MRGINIA WOENS,FLORIDA 3316f Association, Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 a STATE F a Phone:(305)871-1530•Fax:(305)871-1531 426E Westroods Drive z 9•, i DRAWING N° F(0R1 Q -mull:t0006®QOI.mm West Palm Beach, FL 33407 3 ��i FS+''•...... •'r_\�.d CA-0006719 4 `20��64. WALTER A.TILUT Jr,P.E. NIAi Ae SEAL/SIGNATURE/DATE FLORIDA u°•N 44167 6 SHEET OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK 6b.) HV MALE/FEMALE "T" LOCKS CENTERMATES 8� & LOCKERS (279 W/ HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 18 INSTALLATION J) HV BLADE ouT ao IN '?�°°�"° BLADE(DSUCK DETNL NVr,INDICATED ON SHEET 8. W,/ HD CENTERMATES (3T . IN WELL AS UNIVERSAL FLOATING BI/S.WITH H MALTORN , 6 7 q g w l O• INDICTED ON 1NI5 SHEEP,MAY DE USED WITH THIS ALTERNA1f INstAL TON DEINL HVG SHOWN IN THIS SHEET. SEE ENO WALL CONNECTION—, }.10•©q©.�©•©q DETAILS.ON SHEETS 10 h 1e I ©•O ©q© O•®�^ © Oq© ®q0 ©q (G063-T6 AlLOY)N.UN. i I.- .._ (_35*___ 1 ANGLE W/(2)1/a'1 TN'CON ' q 1 ANCHORS TO CONCRETE ' -9/°- I �4 (OPnONAL) (Top""TWM)4 I ,r-ho,3/a-S.M.S.0 1]——————————————————————————————————— oPn NA I ------------- --- .. .. (4)810^t/2's.M.S.TO%/�wEI ------------N ( f3 l AT FACH ANGLE...i.) 3 .O ,. iN 1 4 N.V. 1. ___L_.:..- IN (4)N..��l• \J i' O.C.FVLL LENCNf. * () __, l_._ ;-- NW.SFPAPAIMN , HV T" PINS TYP.) '�..._ - i PINS rra. !1,—' To G6 LOCK (INSIDE) -O -5'/0-• -- ---.T a�•' _. _ _�_ ..t_I _ (sD:sc"mu 1— _- � I - itt 1_4 L_ 2 I- V (3�5 OUT s, 31 oR�32} 31 oR 32 �EJ 35 * 2 1/4" 0-20 x 1 1/2" S.S.M.S. �4�' �5�* (OPTIMAL) SEE NOTE 6 FOR HV LOCK@, 30 W/ 7/8"0 x 3/32" WINGNUT. (oPnoNAL)HDR—HV6 OUT HDC—HVC -T-LOCK,ON SHEET 5. x SYMMETfjIC �{D C�NIFBh1/STES HV "T" LOCK (OUTSIDE) 26 SIMMET ICAL HD CENTERMATES y h�* WL3�!)rOCK (EXTERIOR WLS 'L_LOGK_(LT1$LOJ3) 1 SERIES 94N ALUMINUM (2024-T3 ALLCY)LARGE FLANGE THIN ©q®w©r�]q®w10•13 w SHEET U CTUT,PARE/0820, 1O•®q©•'Ll'®•®w AS MANUFACTURED NY AVOFL CHERRYTEXTO - 07054 O,PEQUAL NY,NEW JERSEY ©•O,©q©•O�®q 07dS4 OR EQUAL ----- --------------A. `� ---------- 1O *SEE NOTES ON LOCKING RODS®&ND®LOCKS ON SHEET 5 -T=? —_—_—_ *IM UEE: iTOAIING­5 LETNL N00-IN°IS FOR NL CEMVA M APR1 WNS WITH GLADEO HDD—HVDRs FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,1 11UiitllV.�tiIV 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM ENS P w Accordion Shutter System C® 1 a C. H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE 5 No.441 7 American Shutter Systems EV.N DESCRIPTION DATE DRAWN SY: M.P *.• * y1r���� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 2 202 DATE: 7 2 2020 SM N.W.35N.St,Sle.JD5.vRGINIA GARDENS.FLORIDA 3316e // // S o% STATE Phone:(}OS)571-1530.Fox:(305)71-75}1 4268 Westroods Drive x DRAWING No nail:tinec OOOl.com West Palm Beach, FL 33407 3 \.' — a G-0006715 , 20-164 ,•\`��� WFL RDA Lic.#44167E 5 SHEET L1,� SEAL/SIGNATURE/DATE 6 9 20 P —POURED CONCRETE OR I POURED CONCRETE -POURED CONCRETE _. ;._-PO CONCRETE BLOCK WALL I' ORCONCRETE - - BLOCK WALL REQUIRED BLOCK CONCRETE REQUIRED OR - .- REQUIRED / BLOCK WALL REQUIRED /" I . /—EXISTING CLASS 1 CONCRETE ANCHOR--I EXISTING ISIINC C : / — — EXISTING GLASS F_2•MINz EXISTING GLASS _ r L ® 16 11 2'MIN..•'' / MIN_�'NON r I,, -1 '• _ __r. (STH MIN.SEPARATION t i MIN.SEPM+g110N SCHEDULE ON SHEET j0 GLA55 SEE /I MIN.SEPARATION EQI Y4-1 EQ. ' TO CIA55(SEE 11 FOR BLADE(DAND i (riFil ( I TO MAW(SEE SCHFIXILE ON SF4:Ef 1/16"x3"MAX. _ ON SHEET 19 FIXi 11 FO BLADE IDAND :I I SCHEDULE ON SHEEP 11 FOR BLADE QMLO (6063-T6)CONT. BLADES O& 11 FOR BLADE(DPNO ON SH 19 FOR ON SHFEf 19 FOR ALUM. CLOSER _ 1/2 / ON 911ET 19 FOR (LOCATE AT� EVADES O& 1/2' �-- ��- PLATE. (LOCATE 1 E4ADkS 1 &Q� 1 I BU�� & EITHER SIDE 'OF AT EITHER SIDE MIN.--! 5O) 1/2"MIN._.. —.—•� OF D) :'� _�—.. ___ i I I _ 14•USE 1"OR 2"MAX. - J #Ioxl/2"S.M.S. � (AS APPLICABLE)x2"xl/6"xO'-2" >y104/2"S.M.S_ ® 16.O.C. Ii _ :` __ ALUMINUM CLIP ANGLE a a 16.O.C. ---- — 6063-T6 ALLOY AT MIDHEIGHT. ® #IOx 1/2•SM.S.TO®&" (2)1/4"0 TAPCONS ANCHORS TO,i\ J _ WALL AT 1.O.C. (LOCATE AT , SEE DETAIL % FO ;..... ♦ SIDE CONNECTION (b OR EITHER SIDE OF®) �OR b OR ® SEE DETAIL X FOR OR �� TO TRACKS m®mQ•Om 10•®m ®ONNECTION ©a,®m©•O7 mOm10•®m SIDE CONNECTION _ 6 SEE DETAIL%FOR; 1 I O7m10•®<+ TO TRACKS ,7 6 1 '®o, 10•®m m©,©m SIDE TO TRACKS I tp•®m©.®m®•®m...10m®m©.I�3w®•®m 10•®'�©'®°'©•®°" ry •©m©'O.®� i_.,©•O•©m©•(^.®m Q•Q•©°'O'O•®m ... O.O.©mQ•Q•®^^ �.®m�.�m©•®m ©•®m©•�r•®m O•®m®•®m�•Om®•® ®•®m®•®m�•®mom END CONNECTION DETAIL 0 END CONNECTION DETAIE 20 END CONNECTION D IL�3 E ION DETAIL a• REQUIRED ONLY FOR SPtkNIREATER THAN 12'-0" -POURED CONCRETE OR 4 -EXISTING GLASS CONCRETE BLOCK WALL EXISTING _ REQUIRED GLASS __I 1 .% FAN.S 44TION ({t0i1/2"S.M.Q.- - I SCHEDULE SHEET L: - -- -- EET I FOR ' / MIN. SCHEDULE ON SHEET j ..iTiC::J_i_________7 �__ / _ OR OR R 11 FOR BLADE SAND ___-I J OR i$OR�OR� LADES(D (D ANCHOR D.0 O ON SHEET T1&s� 11 FOR BLAD mPND CONCRETE 1 2' CONCRETE° ANCHO Ep c.-_ - OR� ® 1 - � .C. �---------- ---- MIN. EOr _1 2"_MIN. ©OR®OROOR __.:. -'2"MIN. ;" 2"MIN. ♦ SEE LIMITATION9 OF US R BLADE IA ON SHEET 19 QORi$OR(qOR(3OR� VIEW r - POURED ONCRETE OR O OR _.+ ®m O.Om©m10•®m —___._—__________. CONCRETE LOCK WALL ,D"'®m©,®„©,®m +D•pm©.®m®•®m END INSTALLATION REQUIRED ©•O•©m©•O•®m --©•O•©m©•O•®m (1) HV BLADE OR q4 HV WINDOW BLADE INTO ®•®mom.®m©•®m CONCRETE OR CONCRETE BLOCK WALL. END ON L Q O ®m0 ®®� ®m©•® END CONNECTION DETAIL© ®m® ®m®.® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, \l „1111111 ,,,/ 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTm ,'�•' E' SF .4 - Accordion Shutter System No,44 67�c-' =�� �" ® �°�c �' ® ® ® H.v. MADE#i W/OR W/o H.V.WINDOW BLADE * �I" TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPTION DATE DRAWN BY: M.P 63M N 36tN.St..Ste.305.MRGINLA GARDENS,FLORIDA 3316' ASSOCIatIOne Inc. 1 OLD n-im 1/2/202 DATE: 7/2/2020 STATE F <c7 .W. %'p•• •• Ph.-(305)871-1530.Fax (305)871-1531 4268 Westroads Drive 2 DRAWING No %�D�•. FOR) P,.•��`� e-mai�tilltecooccol.com West Palm Beach, FL 33407 3 20-1 64 / rrAll 6/0N„, 4lv' WALTER A.TILLR Jr.P.E. SHEET FF111I1111i1�`.t�SFAL/SIGNATURE/DATE FLORIDA Lk.9 44167 a E OF 20 5QiE0_ULE #1 $C�F_1)U1_F_j2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" ft. FOR JyST9LIaTION ND __N_OZE� CENTERMATES. ® & ® or or ( ) R "L-" (ft.) INSTALLATIONS INSTALLATIONS W/9 1 W �);7ftICAL CENTE CONCRETE & W/ ONE H.V. LOCK ® or ® or or CENT�@y1ATf5. �P & �• -'� WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK Q.,3 or® or® 2) &�W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES ®& ®W/ ONE HV '7" W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A, C, D,QE M, N, 0, P, Q. A.S.D.MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE RODS MOUNTING K & L R. S, & V. A.S DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ®TOP & (SEE NOTES t,1t) (VALID FOR MOUNTING Il BOTTOM SEE NOTES 1"t (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR //�� SHEET 7) FLOOR/CEILING CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING & H. 1, 11,(D T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: A.S.O.DESIGN A.S.O.Io6IGN I S 1 aS.DD o R_ 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. RATNO MOUNTING RATING & RATING FLOOR/CEIUNG MOUN71NG (P.e.1.I (v al.) FLOOR/CEILING MOUNTING (P 1.) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, C. OR-) —_______,_„_____„___ (+BR-) __OOR __ __--, (+OR-) _FLOOR/WALL_MOUNTING „ DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ (flJ i L (n) L+ (n) L-(n) L+ (fl) l (n) L+ (ft) l (ft) 0 MAXIMUM SHUTTER SPAN "L+"OR 'L-"FOR 3D OR LESS 76'-0' 76 0 Is' 0 i6'-0' 30 16-0' 16'-0" JO 16,-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ----_1 --- ------ --------- ---- ------ ------- - ------ 105 psf.AS.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND "L-". -_ 35. -- 1,4'_10_ 14_10". 15'-2 -,-IV-0- `-,__„35 _,-14'10"..- 14-1 a" _.- 35 ._15'-2"-_ 40 13 10" 13_70 14 Y" 15-2' - 40__ ,13'-10' 7_3'-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 13 1" 45- 13 4" 14-3" 1• 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: SHALL BE AS INDICATED ON MANDATORY CONDITION (12 55 _ 11 10' 11'-10" 12' 1 12-11" 55 11'-10" 17'-10' S5 11 1" 11'-11" FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE _.._ _._ _ _.. ._. _ .__..___. - _- ._...__ 2_.... . ._. NOTE#5, SHEET 5. 60 11'-4' 11'-4' 11'-7' 12'-4' 60 11'-4" 11'-4' 60 10'-2' 10'-11" RATING: ._......_ ___..._..10'-1-_. ._. _..".._._..._._" _.._ -_ DETERMINE:65 10'-10' 10'-10" 11'-I" 11'-it" 65 10'-10" 10'-10" 65 9'-5" 10'-1" ..-_..._._..._... _.____.... ......_._...,.. .. ._. .....__._.._..... LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _70 10'-6° 10'-fi" 10'-9" 11'-5 70 10'-6" 10'-6" 70 -., 8'-9" 9-4" L2+- MAX. SPAN FOR RAOR/CEILING MOUNTING 10'-4 1'-1 -0'-1' 10-1 75 8_9^._ tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 9'-1 a" 9'-10• 10'-0' 10,-9" 80 W-10" W-10' "L-"AND MAXIMUM AS.D. DESIGG PRESSURE RATING FOR ---- - -" FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 65_ _9 6" 9'- " 10'-5 85 9 6 9 6 INSIA11hTIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 .._ 9 3'..._...9 3' 9'-5 10'-1 -90 g..J g 3.__ SHALL BE OMIlEO AS FOLLOWS: DETERMINE: -` -- 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9 0 _ 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'-0' SPAN, SEE L2-= MAX. SPAN FOR FLOOR 100 8 9 8 4 9-0 9-7 100 8 9 8 4_- MOUNTING M ON SHEET 7. FLOOR/CEILING MOUNTING .11, _._10 O INSTALLATIONS. 105 8'-7" T-11" 8'-9" 9'-4" 105 8'-7" T-11" 110 8'-4' 7'-7" 8'-7 9'-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2_ 7'-3• 8'-A- 8'-11" 115 8'-2" 7'-3• MINIMUM BETWEEN "Li+","L2+", "Li-'AND "L2-' -- - -- — -- - --- - SEPARATION TO GLASS SCHEDULE 120 8 0 6 11 8'-2 8--9" 120 8 0 6 11" '-' --— ----- - '- ---• -- - - -- - -- - - --- (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7-10" 6-8 8'-0 8'-5" 125 7-10' 6-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 7_ 10_ 8'-1' __730 - — 7'_8" - 6'-5 PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR _ 135 7'-7- 6'-2 7'-s" 7-9' iJs 7'-7• 6'-z" WIND ZONE MINIMUM SPACING. _.._140__ _._s'=1 7'-7" ;'-S_ _ - --iao_ --7.-5 s=11' ASTM E-1996 SEPARATION " .--_745 .. ._ T-3" 5,__ TO GLASS .,.. -_..._ 5 7 7-4 7-0 150 7 - 2 5 7" 155 7 a 5 s 7-z s-s 155 7 0 5' 1 THRU 3 1" 160 6'-11" 5'-2' 7'-1' 6'-7" 160 6'-11" 165 6'-10° 5'-1' 7'-0" 6'-4" 165 6'-10' - __.._-------.------— ----------- ---__0 ----.._._..-4 --" 170 fi'-9° 4'-11" 6'-11' 6'-2" 170 6'-9" 4'-11" 175 -6 7 4 9 fi-9 6-0 175 4 9 - -- � 180 6 6 4'-8- '-B.. s 10 180 s'_6" a a' 185 6 5" 4-6' W-7 1) HV BLADE 5'-B 185 6'-5' 4 6- (_ ___.__.._._.__. __..___-___ ._ 190 6'-4" 4'-5" 6'-6' S'-6" 190_ 6'-4' 4'-5" _5_ _5 _. 195_- 6�_3�- 2os 6'-t" h'-1' fi'-3" u-1' 205 6'-r 4'-1" FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA H If TM '� Z: �� ® ��� Accordion Shutter System �-> KV. BLADE#1 W/OR W/O RV. WINDOW BLADE s No.4 1 bL-- American Shutter Systems*; TILLIT TESTING & ENGINEERING COMPANY y [v.Nc DESCRIPTION DATE DRAWN 0T:MtLW./L,G. �Z17 sass N.w.361R.St..Ste.303.VRGINIA GARDENS,rLORIDA M16t Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 'a•• STA `OF � Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 e-mail:tiltecoccoLcom West Palm Beach, FL 33407 3 DRAWING No F(0 {OP" ���� cA-0006719 20-164 cc5+'••... .,.. ._� WALTER A TIU T Jr.,P.E. SHEET A'�apsl0N ,L•t 1/SIGNATURE/DATE FLORIDA ua.y 4467 s 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRIETEANCHORS SPADING LGEND POURED CONCRETE 5 p YatD ON SHEET 6) POURED CONCRETE/CONCRETE BLACK TAPCON OR IMU Uw`�HEADER MOUNTING (WALL HEADER MOUNTING WALL HEADER MOU D WALL SILL MOUNNNG UWALL SILL ntOUNTING LC)&(FJ'WALL HEADER/SILL TAPCON PATH ADVANCED SPAN w/ 1 w/ Ia w/ 41 MOUNTING THREADFOR (, ,I Afin.DmcN_NEGATIVE E560RE RAM (PI as.D.oEsPt NEGRM PRtsuRE wlnxc I As.O.DmGx Ncr,TNE PRcSs me rw xc &SD.OEM NEGATIVE PRESSURE MONO _ (ft A50.DESIGN NEGATIVE PRESSURE MPNO,P4,A.S.D.A6.0.DESIGN NE041NE PRFSS11ftE IU11NG .. .. _.I__....... .._.. _ ...N..._.. ._ TI _. ._... .. ......:... ......... ALL POINTS SOLID-SET 70 40 1 60 75 90 120 180 205 30 40 60 751 80 120 160 205 30 q0 60 75 90 120 180 203 70 40 60 76 90 1201160 205 30 40 60 7S 9D 120 160 205 30 401 60 75 90 120 160 205 BLUE TAP 14 12 10 9 B B B 8 14 12 10 B 8 8 6 6 14 12 10 9 B B 6 e 14 12 10 9 12 10 9 B e l 6 SS a e i 8 8 B 8 7 5S_.__.. 3-D" 14 12 10 9 a B _6 6 74 12 10 �9 6 B 6 6 14 -12 10 B 8 -8 6 fi 14 12 10 9 e 18 �6 �6 14 12 10 9 B e 6 8 88 _& B"8 8 B B TAPPER} OR LLS$ 14 12 10 B_ B 9 6 9 14 12 1D 9 B B 8 B_ 14 12 10 B B B B B 14 12 _10 9 6 B 8 S_ 14 12 10 9 B B B 0 a 8 8 B -B 8 B 65 14 12 10 9 0 8 8 6 14 I2 1D 9 a 6 6 8 14 12 10 9 8 8 6 6 14 12 10 B s B 6 - 14 12 10 9- B B 6 8 B B B 8 8 8 8 7 14 12 10 9 B B fi 4 14 12 10 9 B B 6 8 14 _12 10 9 8 11 6 6 14 72 10 9 B 7 - 14 12 10 9 8 7 5.5 - 8 B I B B_ 8 7 5.5 4.__ _... -_..._..... 4,-0" 14 ,12 10 B B B 6 4 ,4 12 10 9 B B 6 B -14 12 10 9 8 B 6 6 14 12 16 B B6 Sb= 14 12 110 B 6 �B 6 6 e0 6 68 B 8 B 14 12 16 B B_ 6 46 _ 1{ 12 10 9 8. B- 6 4 14 12 10 9 ..8.. a 6 9 14 12 10 9 -8 8 -_ 14 12 10 9 B B �6 B 8 e B B B_ B,5 id' 12 10 �9..1 6 B 4 14 11 f0 9 H B 6- 6 14 "1P. 70 9 B' 8 6_G 14 12 1� "B 6 B - - 14 12 10"a...6. -6- -6 -8 a B _9."a B �7 5.6 74 12 10 9 a 8 4.5 - 16 12 70 B 8 B 8 J.5 14 12 10 9 8 8 6 6 14 12 10 B 7.5 - - - 14.12 10 8 * SEE ANCHOR 5,-0" 14 _12 10 9 8 B AS - 14 12(10 9 'OTC 6 3.5 14 12 10 9 8 a 6 8_ 14 -12. 10 9- 6 7 - _ 14 12 16 9 6_ B B B_ 8 B 8 B B B 9-..__ . ..._ __-� _ 14 12 10 i 9' 6 S5 - - 14 12 10 �9� 8- 9 45 - 14 12 10 9 9 e 6 5 14 12 10 9 B 3 I- 14 12 10 9' 6 7 - _ B 8, B B H 7 5 4 SPECIFICATIONS __,_.____ ____. - ____ u 1z In 9 a e 4 - 14 ;2 f 10 9 a s s is i4 12 10 9 e I s s e t4 ,2 ID a - - la ii tD 9 s 75 -I B -a e e e zs K-6-s_ ON SHEET 13 14 12 10 B _8 5.5 3 14 12 10 9 8 8 45 14 12 10 9 B B 6 6 14 12 95 75 4 14 12 95 7.5 65 SS - 8 8 B 7S 8.5 45 J5 5'-0" 14 12 IO 9 8 5S 14 12 10 8 B B 4.5 14 12 10 8 B_�B 6 6 14 12 10 B B 4 14 12 10 9 B 8 4 B B H 8 B B B 7.5 74 12 10 B B 3 14 12 10 9 B 8 - 14 12 10 9 B_ 6 5.5 75 14 12 10 9 45 14 12 10 '9 75 4 - 8 8 B 9 7.5 55 4 3 14 12 10 9 a 5 - - 14 12 10 9 8 8 4 - 14 12 10 9 B a B S5 14 12 10 9 5 14 12 10 6 B 4.5 - B B B 0 B 6 4.5 1_4 12 10 9 B 4 14 12 10 B_ 8 65 3 74 12 10 B 6 H 6 _ 14 12 B_95 14 12 B 6.5 S. _4 S 7,-0` 14 12 10 9 B 4 14 12_ 10 9 8 6S 3 14 12 10 9 B B B 14 12 10 9 6 - _ 14 12 10 9 8 7 f 6 8 8 B 8 a 7.5 6_ 1_7 14 12 10 B 45 ' - 14 12 10 4 B 4- _ 14 12 10 9 8' 7 4 - 14 12 10 55 - _ - 14 12 10 B 85 - 8� B 8 a 8.5 9 2S'- 14 12 10 9 7.5M - - 14 12 10 9 8 8 - -' 14 12 10 9� B 6I- 14 12 10 6� - -�- - 14 12 10 8.5 7 - �-8 -_8 a -6�-7 5�4�--� 14 12 10 8 55 3 14 12 10 it"9 B 4S - 14 12 10 9 B 8 14 11 7 _-_ 14 11 7 5.5 35 - 8 8 7 55 4.5 7.5 - - 1412 10 B 55 = 14 12 10 9 6 45 14 12 TO- B B B 14 12 10 74 14 12 10 9 e 3 6 6} e B 6 75 7 4 14 12 10 55 3 _"_I 14 12 1,0 B B 14 1211D B_I_8__5.5 14 12 8S 3 -i 14 ,2 8.5 7 4. _ B 8 8 76.5 4 3 - +SEE ESLADE MIT ONNSHEET U79 FOR 14121095 - - - 1412110' -9a" 4- •-1- 1412,1D9H8 - - 14129.5 - - - - - ,4129.57.54Sf- 6aB7.564.5 - 14 12 f 10 6S 4S -l 14 12 10 9 75 14 f12 9 I B 13 9.5 4 - 13 95 65 5 - - - 8 a 8.5 5 _4 _31_ - 9,-D• 14 12 10 BS { -..I12 10 9 L - 14 B B 14 12 10 5 _ - 14 12 10 9 5.5 - - I _ 8 8 B B _8_ 65� 6 3 _.__ 14 12�85 4 - 14 12 10 B 45 - 14 - 14�11.54.5 - 74 11S 8 75 fi S4 - _. ._ .._ ... . .I.. .__ .. _ 14 12 10 9 4 - - - 14 12 1U9- 7 14 B 9 - - - 14 12 -5- _ 14 12 r.5. 5 35 _ 14 72 10 8 55 - 14 B B I7 5&5 - - 115 5 55 B-5 - 6 B 55 45 3.5 41{ 12 5 35 14 12 10 8-55 -__ 14 9 "9 - ib12 I,7, I - i.- _� . . _l � 1 14 12 10 75 B8B754514 ,2 5 3 1 14 12 10 6 3 14 9 6 _ 14 705 3 r 74 105 7 3.5 8 - B 8 7 55 1.$ 35 -- I- - 14 12 16 6 5 - 1- - 14 9 BI- I-1- 14 111- 14 11i7.5 - - f- B 817.5 6 5 1 - 14 12 7 - 14 12 10 I-_ - ,4 12 110 - IOS 8 - - OS a!-5- I- 8 _8 5 4 3.5 74 12 7 - 14 12 f0 - - 14112 f0 - _ f4 12 5 B 7 J51 -_. _. f 14 12 4 _ 14 12 10 _ - 14 12 10 - - 25 95 - - 2.5 B5 6 - i - 8 H 6 5 4 3 14126.5 - - - - 141210 - - - - - 14i1210 - - - - - ]510 - - - - - 14107 - - - - 8875.54.5 - - - 14 12 55 - - - 14 12 10 i 14 12 10 - - S. 7 - - - 9.5 7 13.s!- - - - 9 7 45 J9 J 14 12 5S - 14 112 10 14 12 10 - I4 t2 4 - t4 12 10 - i- B 9 B B 6 6 3 - 14 14.112 B 14 12I10 - 115 a5 - -I! 11.5 BS 4 - 5 8�55 65 4 11 12 5 - 14 12 10 _ - --f 14 12 10I2 9. I- - I 139I9545 - �- 8 B 8 5 4 14 12 - 14112 - 14 12 - - 9 45 l...i B 85i I._ B f8.5 45 35 3 - 1�� / H ,4 12 - 14 ,2 = _! ,4 ,2 - - , 12 1 _ ,; ,21_ B a- a�'6 J4-6 45 _ DE OR �) HV BEAD - _10 5 5 p_ I 10,5 6 1 - - a 8 s 4 1 5_5 I 14 10 14 12 ..,� 14 12( _.. _ -- _ _ ,�(� l 14 12 .._I_ 14 12 - - - - -(- 14 12 1- - - - 11.9-B - 1 I1.S B.5 _ - - - g- B 5.5 45 - I - - v 7 DE 14 12 - _.. - 14 12 -_j 14I12 _ _ _ g 3 _ _ _ _ 8 B _ _ _ _ _ B 0 4 3 _ _ _ ,per 1412 _ _ 14�12.I14 9f- - - 14 - - - _- -_ _ UNISONWORKING IN 14�-0" _ _ _ _ __ 14 12 - __. _ 14 12�- - - -- 10--4- __ - 10 7SI- .-. - _ __ ___ _ HY WINDOW B B B 5 6 14 71S - - - 14 12 ( _ __. _ - i0.51 H I- _ f_ 8..BS_5 4.. 3 - 1a 0.5 1a -_.I - la - 75 - 15,-0" 14 II 14 - 74 1 .. I __ 14 - 74 ) 8 7 7 14 ==' =f_ _ 16-. __�_ 14 1-.. __1_ '_' 10 -1 - _'_p' -_ B f 7 14S J5 J 3 f 1 5 f' i - - -I- B 7.5 5 4 14 1= -I f 14 - I- t_. _ __ 14 - 7 _ i _ I_I. 7 -_ 8 851-' - i5_D- 14 -_( 14_'14, _ _ =-f = = 3 r-_- _ - _ v.5 - - - - E '_ 4.5 - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane, `ai11��IT��tyr`y 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. • T ,/T BERTHA H V TM ♦�' ' ����N ����'- Accordion Shutter System No.441 7 Z7TLMc o ,,c ffi®*,Am ITV. MADE#1 W/OR W/O KV WINDOW BLADE *; y><• �X�7 i�i^� TILLIT TESTING & ENGINEERING COMPANY American $hU}t?Br Systems t • Y EV,N DESCRIPTION DATE DRAWN SY: M.P o'• STATE ` 6`'N.W.360, St.,S1a.305,VIRGINIA GARDENS.FlORIDA 3316. Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 Pftone (305)871-1530.Fa.:(305)871-1531 4266 Wesiroads Drive 2 FCOR4C `� a-r H:Ultaaaoaw.- West Palm Beach, FL 33407 3 DRAWING No �/ n• ,.•,.`\E♦♦ CA-0006719 20-164 `- �. ♦ WALTER A.TILUT Jr.P.E. 4 n��NA�,i,`�♦♦♦SEAL/SIGNATURE/DATE FLORIDA Uc.111 44167 6 SHEET OF 20 MMIMUM ANCHOR* SPACING AnA SCHEDULE FOR A GIVEN MM. SHILITTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNRNG TYPE FOR CONCRETE OR CONCRETE BLOCK IN_STAL1AR2K (SEE MOUNTINGS E G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: E (A) TO IXLSTING POURED CONCRETE:(Min.1'c-3 kni) MA1aMU E WALL SILL MOUNTIN ©CEILING MOUNTING O FLOOR MOUNTING - 1/4'0 TAPGON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.1'c 3 ks)) SPAN IM _ �fQ$S SPACING LEGEND - 1/4.0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY-ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Min. Yo-3 ksi) (H) OD.E 60�6 803120 1 BNo 0 205 bD gOGN NErAT T��R SO DEM��PARE - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.rc-2 ksi) ` '- - - TAPCON OR 75 9 120 160 205 30 40 6D 75 90 120 160 205 TAPCON WITH ADVANCED 1/4"0 TAPPER+ANCHORS AS MANUFACTURE BY DEWALT,REGISTERED INC.,AND DISTRIBUTED BY ASH POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY f4 12 10 e e B 6 S.b la 12 10 B 6 B s e 14 12 10 B e _B 6 6 OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WTH1 THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Min.Pc 3 ksi) OR 0" 14 12 10 B ___...__-__,_ _1__1_-.__. _ 3-0 14 12 10 B 8 6 6 6 14 12 10 B 8 B 6 6 14 12 10 9 B� e 6 6 ___ ._.,_.___.__._____....______..._____ ._.__._ __.__.___,__.__._-._-__. _ ALL POINTS SOU SET NOTES: e e 8 9 14 12 10 B 8 e 8 0 14 12 10 B B e 6_ 5 BLUE TAP W CAP A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 B 8 8 8 7 14 12 109 B 8 8 8 14 12 10 9 8 8 6 8 14 12 1D e e 7 5.5 3.S 14 12 10 B e e e 6 ta_ 12 1O 9 0 e 6 5 TAPPER+ ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. I♦ 12.1 D 9 B 8 _6 fi _14 12 10 9 8 8 fi 6 14 12 10 9 B B 6 9.5 4-0" 14 12 1D B e e 5 4 14 12 fo 9 B �B 6'4.5 i4 12 10 _9 -0 e 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/5"INTO THE POURED CONCRETE NO EMBEDMENT ______,______.._.. _6.._..-._ INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 8 8 6 46 14 12 10 9 8 B 8 55 14 12 10 9 8 B B 45 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7 5 5S J S 14 12 7D 9 8 B 6 5 /4 _12 10 9 B 7 5.5 4 4 5fZ UN ATN)NS OF VSE TOR 14 12 10 9 8 8 6 6 14 12 10 B 8 e 6 66 14 12 10 9 _e e fi 45 81ME ON SHEET 19 5'-0 1 - 13)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 iY 10 9 8 7 4 _ 1a 12 70 B 8 65 9 J5 14 -12 10 a 85 S 35 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON i4 12-to 9 e 7.5 s.5 - 14 12�10 9� B 8 6 4b 14 12 10 9 B 6 a.5 2.75 NOTES At)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 75 65 4.5 14 12 10 9_ 8 7.5 51 4 14 12 10 9 B 8 45 J.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0 14 12 10 9 8 6 8 i4112. 10 B 8 B B 5 14 12 10 9, 8 85 5 3.5_ 14 12 10 9 7S 5.5 3 14 12 10 6.5 7 5.5 4 3 14 12 18 85.55 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ---- - --- - ' 1 4 0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 10 9 1 B B 14 12 10 9 B 8.5 5 J 75 i4 -12 1 10 B.5 B 5 4 - 14 12 a 85 55 3 - 14i. 12 10 9 e_8.5 _4.5 JS_ 14 72 10 _B_ 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 9 B e '- 14 12 10 9 B i 5 4 14 12 10 5 7.5 5.5 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. Y-O' ---'-- "-" --- " "' ------'-'-"" -"--`---"- --- "--- 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT.INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 10 8 65 4 - - 74 12 B 7.S 6 4.5 3.5 14 IDS 7 5.5 4_5 3.5 - - - 14 10 "- --"4- -" `-0 '-'-5.5 ""-14"-'-'-- _- OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 8.5 4 - 14 12 10 B 7 9.5 4 14 72 9 7 7.5 14 11 7 65�Y41 - - - 74 12 10RL.75 5.5 4 - 14 12 9 7 6 4.5 3NOTES: 8'-0° 14 12 10_6 5.5_ -.14-1270 _B 4-_ 14--72_ 70 _e_5.51S 35 - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 12 8.5 7 3 - 14 12B54s - L_95 B _S ♦ 3 = WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". _ _ ___ _-__ _. _ ..______ _ _14 12 9.5 75 - 14 12 9.5 6.5 5 - 14 12 B 965 L 13 9.5 L5 5 3.5 - - - 14 12 10 a 8.5 ti - - 14IS a 8.5 S.4 - _ 9.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SRALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO ___.__-_____.__..._...___...-.___.-_____.._._ __ . ______.___.___.._ 14 12 10 B 8 - - - 14 12 10 9 75 4.5 - - 14 8.5 7 5.5 4 g'_O• .__. ._.5_D_­8­ --,.__.__, _-_____ __.-.._.____. ,_ -_ .__ .___.,___.__ _ = EMBEDMENT INTO STUCCO SHALL BE PERMTITE. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11.5 7.S e 4 14 _i1 7 55 5 3.5 - 115.5 4.5J. EXIST,AND 1°MINIMUM FOR WALLS WITH NO STUCCO. 14 112 a 6,5 4.5 - - 14 12 8.5 75.5 4 7 5.5 6 45 - 11.5 8.5 55 A. - 14 12 B _7 6 a.5_ - 14 17 7 56 45 35 IN CASE THAT RECAST STONE CONCRETE PANELS,PAVERS 0 ANY VENEER BE FOUND ON THE EXISTING WALLFLOOR. 1O'-0" 14 12 fO 9 7S - 14 12 10 8 6.5 �S - 14(12 8 6 '5 4 _ B 3)ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE ASR INDICATED ON 14 1os 7 5 SS __ 13 BS 15 3 I- t0 75 -9 3 ___I_ NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR UPS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 141 11 7.5 5.6 -114 11S 8 6 5 4 - 12.1i 9 5 7 4 -I- FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. f0.5 8 4 - - 73 10 6.5 5 - ---"--"--'-' - ---`-'"'-" --- C ANCHORS SItALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. - 14 12 10 - - - - - 14 12 B 7 6 4b 10.5 7 5.b 4.5 3.5 - - ) -..... f2.5 9.5 5 - 12 9 fi4.5 - 14 10 7 - - I- 14 10S 7 5.5 4 5 - - 1.5 B S 55 4.5 J.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 14.5 - 1 14 11S 75 B 5 `` - 121,8 8 45 4 12'-0 14 12 10 - 1 14 12 6 6.5 531 - 13 1 to 83 5 4 I- J,(1 jtDl�(1NCE VER${)$_SP Dj.G.5-ChE1ZUlE�QjLAN t98i;: 11.5 BS 45 - 1 _ 11 8 55 4 3S1- = I B 8 4 3 _-I- MAXIMUM ANCHOR SPACINGS ARE VNJD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 95 6 - 13 9S 6.5 I-5 4 f + 0.5 D 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 10.5 7 5.5 4.5I- - - 11 B.b 155 A5 S.5 - - REDUCED SPACING OBTNNED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - I 14 115 7 S'8 S - 12 -9 6 4 S4 __ 13'-0 l05 e' - I E- io 75 5 4 3 75 65 4 a = ACTUAL CON WITH ADVANCE FACTOR 25 65 - - iz 9 a as 4 - 95 7 5 a - - EDGE TAPCON EADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP TAPPER 8 13 95 85 5 - IO6 75 S 4 - - 1 DICTANCE 14'-0 14 12 - (r 14 105 7 5.5 11 85 56 45 I - E.D. MIN.SPACING=3' THR MIN.SPACING o3"D MIN.SPACING-3 1/2" MIN.SPACING-3' 3 3/4 N.SPACING 4, 70 7S - _ -_ i._ 9_ 7 45 3S _ __- 7 5 35 J � HV H BADE OR POURED CONCRETE BLOC K& ppl� EHOLM PO0EDCOBCONCRETE K& POURED CO BLOC LOCK& �M�E ft� V - - a 5.5 4.5 - - - - 9 55 .5 = - - - - (],A HV WINDOW MN E0..3' MIN.ED.•3 1/2- MN.ED,-21/2' TAN,E0..3 1 2" MN E0.BL WK E0..31/Y MN ED•2 f/T 75 - _ 12 9 6 - - - 9.5 7 45 - _ _ --_-;6:5 6 6 - - BLADE WORKING 15'_0 1g __ _13.5 10 65 fibs- _ -e.S S 3 - - 2..1/2 ...._-.._. _. - 081...-. 0.67 1.0 -_ 1 078 10 IN UNISON _ .._ __ --- - ---- - --- - - fo _ _ _ _ _ _ _ i0a e 5 _ _ I_ _ es 6 a - _- 1- =_- 2' _ - 0.71 _ _ _ 0.51 - 7 _ _ _ _ 17.5 Bf5 %5 _ _ _ B 16S 46 - _O. IB - - - I- B 8 I / _-- .JS _ __4 091 ---5_..__ _ 8 I9 4 - - _ _ ''S - - - - - - - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone '011iIt kil J���A' / ©2020 EASTERN METAL SUPPLY, INC. BERTHA�tll�� 02020 TILTECO,INC. ys TIA E SF . Accordion Shutter System ` .No.44 67 t om` 6�` ® INC. eI y� ® ® ITV. BLADE NT W/OR W/O H.V.WINDOW BLADE � - American Shutter Systems Ly,N DESCRIPTION DATE DRAWN BY: M.P _*': T# �'k�Q 2O/Lo TIWT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 7/2 202C DATE: 7/2/2020 �'• STATE F 6 N.W.36th.St.Sta.3W.VIRCINIA GARDENS.FLORIDA 3316f J55:` i Phan.:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No %�eF ,F(ORl P,.'"`��` e-RcICA00o.67®19lcem West Polm Beach. FL 33407 s 20-164 /""11S,�NA �i1H1`��\`EAL/SIGNATURE/DATE WTEFLORIDA L A.TIL�44167E 6 SHEET 13 OF 20 MAXIMUM ANGHOR� SPACING (jp SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS I ATION (SEE MOUNTINGS I,J.K&L ON SHEET 7) PODR(D RED CO CONCRETE BLOCK ANCHORS SPACING LEGEND (I 1WAl1(OVER& It TRENCH RJNGUARD MOUNnNG (E)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING �,RM MOIINTINO C1 __ ._. _... - _ _ TAPCOOINA R PA _ .D.DESIGN 1&01TNE PRESSURE RATING(pd ASD DESIGN NEGATIVE PRESSURE RABNC ASJI.DE801 NaG aW PRtsuRE 1a1R1s( AS.D.DESIGN NEGATIVE PRESSURE RATING(�,I TAPCON W ADVANCED 30 40 60 75 80 12fi 160 205 30 401 60 75 n9D 120�160 205 SO 40I 60 75 9D 120 160 205 30 4D 60 75 90 1201160 205 11 12 to 1­9­ 8 B 5 s tz 12 12 12 12 1.T516.s 7 7 7 7 7 7 7 5.s s_ 5 5 5 6 5 s_ s ALL POINTS SOLID-SET _ ____ _ _3-0 14 12 1D B 8� 8 6 6 12 12 12 12 12 12 .5 7 7 7 7 7 7 7 7 7 b_ 6 5 5 5 5 5 5 _JR IFS,S 14 12 10 B B6 12I2 12 12 OS 86 45 7 7 7 7 7 7 7 65 5 5 S 5 5 5 B 5 BLUE TAP14 12 10 9 8 B 6 6 12 12 12 12 12 105 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 72 70 B B B 8 B 12 12 12 12 11.6 0.5 85 5 7 7 7 7 7 7 15.5 4 5 5 5 5 5 5 S 4 4 0 14 72 10- 8 B B 6 5 12 12 12 12 12 95 7 55 7 7 7 7 7 7 7 7 5 5 5 5 3 5 5 5 14 12 10 YB_. B-_ B- 8 6_ 12 12 1'2 9 S,.B. 6 45 J 5 7 7 7 7 7 7 6.5 5 _9 _5� 5 5 S 5 _5 --5 f2 10 8 8 8 6 E 12 12 12 12 10 7.5 5.6 4 -7 i7 7_-7 "7 7 5.5 5 5 5 5 B -5- 14 5 5 14 12 10 8 B 8 B B 12 12 12 11 B 7 5 4 7 7 7 7 7 �5.5 4 J 5 5 5 5 5 5 4 -3 - 7 12 10 B 0 e 6 B 12 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 S ______�_____-_ 5•-0• _._...v_____._.. _.____._.-._ .___ _...___ ._-.1__.�-_._._... 1{ 12 10 ! 0 e e 6 12 12 93 75 a 45 35 7 7 7 7 7 7 5 33 5 5 5 5 5 5 5 4 14 12 10 B s e 6 e tz 12 1z ss B 5`45 7 7 7 i Ss 4 5 5 5 s 5 5 5 a * SEE ANCHOR 14 12 10 9 e 8 6 6 12 12 71.5 9 75 S6 4 3 7 7 7 7 7 4.5 3.5 5 5 6 15 5 45 35 - SPECIFICATIONS 14 12 10 9 8 B 6 6 12 12 12 t0 5 5 45 35 7 7 7 7 7 7 7 7 5 5' 5 5 5 5 5 5 --' "- - - - - - --t -5-5-6, _...__ ON SHEET 13 14 12 10 9 8 e 6 6 12 12 B 6 5 4 J 7 7 7 7 7 55 4 5 5 5 I 4 3 14 12 10 9 B 8 fi 6 1212 10 a 6.5 5 .75 - 7 7 ,7 7 7 6 4.5 - 5 5 5 5 5 1 5 4.5 14 12 10 fl-818- B B 12 72 110 B 8g 5 ]5 7 7 7 64 7 7 0" 14 12 10 8B 6 _6 12 72 12 85 7 b 4 J 7_ 7 7 7 7 7 7 1 6 5 5 5 5 5 S14 12 10 ,B8 6 ,6 12 10 6.5 5 4.5 3 - 7 7 7 7 G5 5 J 5514 12 1D s5 s s 12 tz 5.5 7 5 a� 7 i 7 7 s 6-- a s 5 5 s a - 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 B a 6 12 12 &5 7 5.5 4 3 7 7 7 5.5 t5 3 - 5 5 S 9 4.5 35 - 14 12 10 9 B B 6 - 12 12 10.5I78 6 i45 35 7 7 7 7 7 7 7 4 5 5 5 S �5 5 5 .5 PSF A.S.D DESIGN PRESSURE 8 0 - - - -- - - - -- RATING & FOR SPANS PER 14 12 10 9 9 B 8 - 12 9 6 �45 4 3 - 7 7 7_ 7 5 4 5 5 S 9 5 4 s SCHEDULE {/3, SHEET 11 14 12 10 'B 9 8 6 - 12 11 75 8 5 .75 - 7 7 7 75,b 4S - 5 1 5 1 5 I S 5 45 14 12 10 9 B 8 _l._ 1Z 1.5 7.51 6 _- ._._ 1 ._ __._ 14 12 10 9 8 8 - 12 12 9.5�65 SS 4 1 J - 7 7 7 7 7 7 e 3 5 S 5 5 1 5 5 5 5 14 12 10 8 8 8 - 05 8 5 4 35 - 1- - 7 7 7 'e 50A.5 = _ 5_ 5 S 9 5 4 3 14 12 10 8 8 8 - 12 10 6.5 5 4.3 7 7 7 6.5 5. - 5 5 5 5 5 4 14 12 10 9 8 8 _ 12 0.5 7 55 45 3.5 7 7 SS 4.5 35 - 10 0 i{ 12110 9 e e -_ 12 11 8.5 8 5 3.5 7 7 7 7 7 7 f4S 5 5 $ 5 5 55 45 14 12 s10 9 8 B = 9.S 7 4.. 3 - 7 17 7 6.5 95 _ _ 5 _5 I S 5 4.6 I35I _ 14 t2 I10 9 8 8 - 12 B 6 5 4 - l- 7 7 7 8 5 - �- 5 5 I S 45 5 14 12 f0 19 0 e 12 BSA 5 4 J 7 7 5 4 3 5 5 15 4 3.5 - 11 D 14 12 10 9 }B 8 12 10 7 55 45 3.5 7 71i7 7 7 I7 S5 5 5 5 5 5 5 5 4 14 12 10 9 I B 8 8.5 BS 4 3-6 3. -I � 4- 6_ 4 -- 5,__S� 8 6 4_ 3 - 14 12 10 9 e e = 1f a 5.5 4 - 7 g,g 45 5 5 3 6 4.5 - 1 IFS('\/ 14 12_ 10 9 8 1585 5.5 45 J3 - 7 7 45 J5 - S 5 45 JS J - 1 1 1 • BLADE ONLY 12-D•'14 12 10 B 8 -.,- 12 B_5 8.5 5_ 4 3 7 7 7 7 7 6 3 - 5 5 5 5 5 5 14 12 10 B 8 - - - 0 6 _4 3 - - - 7 7 55 4.5 35 - - - 55 15 4.Si 4, 3 - 14 12 10 s 8 - - - 10 7.5 5 4 - -_ - - 7- 7--8 -5 - - - - 5 5 3 5 4 - 14 12 10 9 B OS B 6 4 JS 7 8.5 45 ]5 5 5 45 JS 3 13 0 14 12 10 9 B --- ib 85 8 4$ SS 3 1.. 7 7 7 7 7 46 -_ 5 -5 i 5 5 g_,5 45 3_6 14 12 10 9 8 I 7 S5 3.5 3 - i 1 7 7 5 4 3 - 5 5 5 4 3 - 14 12 10 B 8 `- - 9 7 4.5 .75 '1- I- !- 7 7 S5 4.5 - - - - 5--5 5 4.54 - 7 14 12 10 9 - 10 7 5 1 5` 4 J 1- 7 8 14 3 - 5 5 4 14�-0' 14 12 10 8 - - I- _ OS B +5,6 4 35 =-( I -- 7 7 i 7 7 7 4 - S .5 {S 5 5 5 14 12 10 9 - - - - 65 5 3 1 7 7 5 },5 - 5I- .. - _. __ _. _ I. _ .... _,_- _.. I4 12 10 9 - - - 8.5 8.5 4 - 7 7 5 4 55 15 1 4 - 14 12 10 - B 7 45 35 3 - 7 5 35 - _ 5 5 35 3 - - 15 0 14 12 10 _ - 10 75 5 4 3 - 7 7 7 7 7 35 6 5,-15, 5 5„ 5 �4 3 14 12 10 7 7 45 J � -_ S 5.45 35 - 14 12 10 B 8 ♦ 7 7 5 5 5 5� 4 14 12_I 10 = - _ - - 85 85 4 35 - - - 7 5.5 3.5 - _-_ - - -M - - - _- _-....._.-_.. __. ._._. 14 12 1D - - _ --9.5 7 45 SS 3 - - - 7 7 7 7 6 1 3 - - 5 (4.5)S.5 - it 1Z 10 - - - B 4.5 J - - - - - 7 B.5 4 - - - - - - - .. ._..._._.......i _ .___.- ____...____..___._.__._.. __.._.___ __..._I___...._._.. _ _14 12 to - - - - - zs ss..is - -,1 - - 7 45 _ _ ,_ _ _ _= FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, 011(LtIITIII It444,, 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVT, S�Q EN /� Accordion Shutter System No,44167 @ .�®A® H.V. MADE#T W/OR W/0 H.V.WINDOW MADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Inc. E�•N DESCRIPTION 2/2 DATE: 7: 2 STATE F3c/ w2a Association, cOLD 17-107 z zoz DATE: 7 z zozo 6335 N.W.SGth.St,Ste.305,VIRGIN�A GNtDENS,FLORIDA 3]16( // // 9'.• Ph- (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No A40R1 '1 .�� L 4-m411:17ltecu®4pl.cnm West Palm Beach, FL 33407 3 CA-0006719 + �/7 FS•'••••••• "•r�`N WALTER A TILUT Jr.P.E. 4 20-1 64 ��'''n��NA�1 �``�SEAL/SIGNATURE/DATE FLORIDA Lc. If 44167 6 SHEET OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NECATNE AS D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING n?E. (SEE MOUNTINGS ON SHEETS 16& 17). ZEE; L_J FEB !E3 T Fz;P A-T- E SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUT R NE No. SPRUCE PINE SPRUCE PINE / 1/2" MIN. CDX 2 W(MIN.G=0.55, FIR NORTH RR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G-0,36 PLYWOOD MQ(,� 0.�p W/ W/ MIN. G=0.43 W MIN. G=0.36 MAxMUM sPAH(it) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M, N. O & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & Q S&V S &V S&V SD M WAX PFM9 NX(4 kM Iffi!NTM REMWW KM(4) 0.RBDI M9UM RAM FABG(FJI SD 15o am IBTAM PROM mm m Sll B9071E01ME PM M RUMS. .- .. -- � lo.OfA711EGURE ItlI9M R/IN;(A 0 03R116AAE P16aM W8L Irn SD BSBI h2AM REmIE GANG(Id)ksi,.0.9010)1M R81AM PARG(IdJ 30 40 60 75 90 05 30 I40 60 75 90 OS 30 40 60 75 190 05 30 40 60 75 90 OS 30 40 60 75 190 OS 30 40 60 75 90�05 30 40 180 75 90 105 30 40 60 75 I90 05 371 140 60 75 90 OS 30 40 60 75 90 OS 1'70.OR LESS 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 B 8- 6 6 6 6 6 6 l2 10 10 9 B 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 6 6 b 6 6 12 10 10 9 8 0 6 6 6 6 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 iY 12 12 12 12 12 70 10 9 B 8 6 6 _6 6_ 6 5.5 72 10 10 9 _8 B _6 6 fi 6 6 5 12 10 10 9 B 7 _6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 1 12 12 12 12 12 12 12 12 0,5 12 10 10 9 B 6.5 6 6 6 6 5.5 4.5 12 10 1O 9 8 5 6 6 6 5 5 45 12 70 10 9 6 3.5 6 6_ 6 6 5 4.5 6 5_ 4 4 J.5 - 12 12 12 12 12 17 72 12�12 ,12 12 12 12 12 12 12 10 8.5 7'-0` 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 J 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 -4-,--- - 12 12 12 12 12 12 72 12 12 12 12 10.,12 12 12 0.5 8.5 7.5.-__ 1-2 _____._ ___._.____-._.- '6- ___i2 .___.... ._. _._ -_____.._____-.._____._ __-__...__ --1- --__.__. 8'-0` 12 10 10 7.5 4.5 3 -b 6 _6 5 4 3_5 12 10 10 6 3.5_ 6 6 5 .5 3.5 b_12_10 _10 4 - - 6 6 5 '.5 3.5 3 6 5 4 - - - 12 12 12 12 12 5 12 12 12 12 11 sF 12 12 1.5 9 Z5 6.5 -. _ _.__.__.. _._.__ ___.-___._� ___.Ti-Ti- _ _._.- _ __ 9'-0^ 12 10 10_5,J_5_ 6 6 55 5 3.5 3 12 10 9 4___ _ 8 8 4 5 4 3 3 12 10 4 ,3 6 6 4.5 4 3 3_ 6 5-3 5 - - 12 12 12 1 1 10`12 12 12 11. 9.5 8.5 12 12 10 8 8.5 5,5 12 10 7 5 4 ,.^6 6 5_ 4- 3 12 10 B 3 _ 6 6 4 1.5 3 ._.�?. .��. 3. 1 5:_3.._ 6„_5,... -...-_ 12 12 12 12 1.5 9.5 12 12 12 10 8.5 7.5 12 12 9 7 6 5 12_.70_.5.5 -m.. _ __ 6 6 4.5 __. 12 10 45 - 6_ 5_5 35 - _ 12 10 -__.,., - 6 5.5 4 ._-- - -,8,._.5 - 12 12 12 12 108.512 12 12 55 8� 7 12 12 8 655.5 4.5 12 10 4.5__ - 6 6 4 _ - 12 10 35 _ 6 5 35 _ 12 10 _ 6 5 35 - - _6 5 _ - 12 12 12 1 95 8 12 12 11 85 7 6 12�?�Z .5 6 5 4 _ 13'-0• _12 10 _ 6 6 _ 12 10 - 6 4S _ - 12 7S I - 6 45 - - 6 4.5 _ 12 12 12 10 8 5 7 5 12 12 10 B 6 5 5 5 12 7 5.5 4.5 4 _12 10 - 6 5_5 _ 12 7_ _ - 4.5 12 7 - 554.5 - 6 3 12 12 12 95 8 6 12 12 9575 6 4512 .5 5 4 3_ 12 -_ 121211 9 7.55 12 12_857 6_---4 12 5 4 - _.. _ _ 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - 11.SI- �- - i- - 5 - -I- - - 6 - �- 121210. 8.56.5 4 �2 12 6 5.5 5 3 ,5+4.53.5 - i HV BLADE OR (1) HV BLADE W/ 4� HV WINDOW BLADE WORKING IN UNISON® •SEE aM AnONS()F UBE FOR BADE CN SNEET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.O.S.) EACH SECTION ON SHEETS le&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCUMON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) 2.ANCHORS TO HOLLOW SOLING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2•CDX PLYWOOD(1986 APA) 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, ``\"Yg11�1111T1 iJJAAAA 02020 TILTEOO,INC. ®2020 EASTERN METAL SUPPLY, INC. ��R..... ��r,;°,, BERTHA HVTM EN '9Ti ® ®�Il.�occordion Shutter System ® � c H.V.HV MADE#1 W/OR W/0 H.V.WINDOW BLADE _ No.44 67 _ American Shutter Systems 4EV.N DESCRIPTION DATE DRAWN BY: M.P TILDT TESTING & ENGINEERING COMPANY AssoClatlon, Inc. I OLD 17-107 8355 N.W.361R M.,Me.3W.VIRGINIA GWDENS,RARIOA 3316! /2/202 DATE.- 7/2/2020 a•, STATE ;', Phan,:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No e-mail:OReco®eol- West Palm Beach, FL 33407 3 �O'• FLDR .•'\ CA-0005719 %. 'A�SJJS.ON •• WALTER P.E. e 20-1 64 , ; AU 441 3 S1 1$iAEAL/SIGNATURE/DATE 5 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & (I� HV4, BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY SHALL -WALL FINISH BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & C —•,L_._-,; ,., /4"0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1)& IN WORKING IN UNISON TAPCON WITHDVA ANED THREADFORM TECHNOLOGY 1/"m TAPCON OR 1\ JW/ 1 1/2'Min.PENETRATION _, TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO I W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING ( EXISTING WOOD HEADER. _ I WODD HEADER. (SEE SCHEDULE ON SHEET 15) I MN.SEPARATION , I _ (SEE SCHEDULE ON SHEET 15) \ / I I I TO MASS(SEE CI)OR(fe • I I\ r I 1 1/4'0-20x3/4'S.S,MACHINE SCHEDULE ON ELT I Z)pR x 1 a 1$ SCREWS W/ 1/4'-20 NUTS I'—11 FOR BLADE(D AND' - I I �I ( `1 I 1 I`I 1 I 1••Min. 0 12"O.C. I ON SHEET 19 FOR I 31 ( w EXISTING V BLADES 0)& [q-I-ED- GLASS--B I I..- ? I /i r I _ -`I�Ga 1?l WALL FINISH/ I I T i- V. ',I 1 . . rye' I—OPTIONAL I-.I 'I f HEADER REQUIRED -....(1 OR 1 _ __- FINISH{`,. E2 xy�N V M N. {I 1 i ).._._.y `'•. NO MIN. vv6\ t\\l p -2'x4^woa0 h I` lu I�11 a 1 �DR� EXISTING p MIN.SFPPAATON I I I n HEADER REOU[REO IL 1 I - i it r11, 't 'll!� '1.1' I I 'r 1f'm TAPCON OR TAPCON WITH ADVANCED I I 1 rj I r rl r --THREADFORM TECHNOLOGY W/ 1 1/2" GLASS--yi 7O O,p�(� I� I( I -� 1 '�1 1 11 1 I Min.PENETRATION OF THREADED AREA TO 11 SCHEDULE ON SHEET I I I MIN. SEPARATION TO GLASS 1 I r ,'' EXISTING W000 HEADER. 11 FOR BLADE OATm----- EXISTING It--(SEE SCHEDULE ON SHEET 11) - -I r I r'11r - (SEE SCHEDULE ON SHEET 15) p N SHE T 19 19 FOR I III GLA55--1 I ll 1:__ I II'_,1r I " 4 _ _'',.. L' 1 - SILL PLATE REO'D. OMHV�!�L HEADER INSTALLATION (N)HV WALL HEADER INSTALLATION ( HV WAS SJ1,.L INSTALLATION L __._._ _. — --- EXISTING -.�..-��—��- _.._.,_ _ .... .._ ._ II MIN.SEPARATION TO GLASS I I f --�� MIN. SEPARATON TO GLASS GLASS—^ I, (' I (__- 1 EXISTING I~(SEE SCHEDULE ON SHEET 11)- - I --(�J j`(SEE SCHEDULE ON SHEET 11) MIN• SEPARATION TO GLASS I I �f �I. EXISTING 2'x4"CONT--Qp I I GLASS--I WOOD PLATE)(SEE SCHEDULE ON SHEET 11) I GLASS p REO'D. Y9Y9 x �(�`LI�� I 1/4"0-20x3/4'S.S. a 1/4'm-20x3/4'S.S. d 1 MACHINE SCREWS I \ -WALL I I (MACHINE SCREWS W/ \ p USING 1/4"-20 NUTS 111• \ 1/4"-20 NUTS 0 12"_. .I II 0 12"D.C. FINISH I, I - O.C. DR lu—n n. III (({ I I 17 18 �3)oR�S 17 Ga 18 _-�)oa 15 -} 1' i ! 1 WOOD PLATE I SI .l\l\ \U --1 -EU\- Eq-I o I 'AUII\llll\\\1 --I L Eq- -(O-I- ' REO'D. 11 r-`-'I'Min. T I I •° �.- _ 1'Min. ;1 9rl 1 7 OR r �r 'll I )L -(�1 i 1 r ` 1/4.0 TAPCON OR TAPCON WITH ADVANCED 1 '0I I1ry THREADFORM TECHNOLOGY W/1 1/2- 1/4-0-TAPCON OR TAPCON WITH ADVANCED rl 2'"4'CONT Min.PENETRATION OF THREADED AREA To • 'l',r 1.1 1 I Iyi I THREADFORM TECHNOLOGY W/ 1/2' --`1yL-r-- �11_r-!I_..I 1/4.0 TAPCON OR E2-MOUNTING I.' `�'y RED:?. LL PLATE I EXISRNG WOOD HEADER. 11 tiU IL rL,l 1y rl �. Min.PENETRATION OF THREADED AREA INTO PLYWOOD ) TAPCON WITH ADVANCED 4 FOR TYPICAL ` EqD I ) "\ (SEE SCHEDULE ON SHEEE 15) I t { (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2'x4" ''I 1/2"MIN.CD \ THREADFORM TECHNOLOGY SEMBLY. .. --_.u..�j•_..I 11 V 1 1-"WALL FINISH r STUDS W I6'O.C. MAX_ PLYWOOD REO'D. \ W/ 1/2'Min. PENETRATION OFSECTIONS CAN DE 1/2"MIN.CDX PLYWOOD REO'D. WALL FNIS ��� THREADEDAREA IN70 PLYWOODN ANY WAY TO REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SfIEET 15) STALLATION. ®NV WALL SILL INSTALLATION L ATTACHED To STUDS IN EXISTING MIN.2'xb"SR105® 16'O.C. MAX. REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 230E OF THE F.B.C. SECTION 7308 OF THE ®NV WALL SILL INSTALLATION ♦SEE UM ATIONS OF U E OF F.B.C. P HV WALL SILL INSTALLATION auDE, oN SHEET 19 FLORIDA BUDDING CODE Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA H Y TM �Tl IL E CO � Accordion Shutter System No.441 ----_� H.v. eu�E#1 w/OR w/o H.V.WINDOW MADE TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems [1•,N DESCRIP11ON DATE DRAWN BY: M.p o'• STATE 0, r 6355 N.W 361h-St..Ste.305.VIRGINIA GARDENS,FLORIDA 3316' Association, Inc. I OLD 17-107 /2/20z DATE: 7/2/2020 �••• Ph—:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 F k (OR1D .��; a-moil:L0006719.com West Palm Beach,.FL 33407 3 DRAWING No (CS'••...,... ••`cy-.,V CA 20—1 64 WALTER A.TILLIT Jr.P,E. 4 //lun11NA„1 Wei. SEAL/SIGNATURE/DATE FLORIOA ue.R as,67 5 SHEET 6 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1� HV & 9 HV+ BLADES AS APPLICABLEI MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BUDE n ONLY ,_WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATI G SEE SHEET 19 FOR MAX 1/4"m TAPCONOR SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE(1 & A) WORKING IN UNISON --�I .--., •-,+ ,.,. Al ! I TAPCON WITH ADVANCED 4"x8"(Min.)EXISTING ---- �.,- �---- _ Eq- EQ•- - - �2"MIN.--- -' '•� THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. / 1 + + -1 - ,-EDGE(IF APPLICABLE) W/1 1/2'Min.PENETRATION STRUCTURAL ADEQUACY 1 1/4'0-20x3/4"S.S. pF IXI571NG WOOD BEAM ,_ I OF THREADED AREA TO G I \ __ �I PHILUPS TR 55 HERO L 1 1�_ TO BE CERDFIED BY i Y _ ! EXISTING WDOD HEADER, - ! r ' (SEE SCHEDULE ON SHEET 15) I Min. MACHINE SCREWS REGISTERED ENGINEER OR�� - - -� ' W 1 4'-20 NUTS —�' EXISTING W000 / / ARCHITECT PRIOR TO -- "JIJJ/11�J r -/'- 'ED ED. ® 12"D.6. SHUTTER INSTALLATION. 1/2 V - TRUSSES OR I I �•! I 1 18 II ! .. I 11/2 D.C.REQUIRED �+ !- __.._1 OR 1� 1/4"0 TAPCON OR _ _ -- `J\}U\ti)\U =,7•-1 TAPCON WITH ADVANCED .` �' �,,. - _EXISTING SOFFIT /iN� �' iv 1 _.257" THREADFORM TECHNOLOGY /, +"" �'�1 +' Maz. W/ 1 1/2'Min.PENETRATION i .. 3/4"Max.THK. OF THREADED AREA TO EO r EQ fl14x3/4 EQ L EO _ y`C _.r ., 1'x4'x1 B'CONT.ALUM.TUBE �--OPTIONAL - t EXISTING WOOD HEADER.- 9.M.5. _f I1 ALLOY) (SEE SCHEDULE ON SHEET 15) I' ® 6'O.C. (3)5/1fi m LAG CREWS TO or 13 or 15 I (° '-"1�or 13 or TRUSS. _. LOCATE LAG SCREWS AT I_.EXISTING MIN 2"x4' f I( -- _ { MIDWIDTH OF EXISTING WOOD RfSRNG---III HEADER REO"0 I I I I -I u I OPEN HOLE A7 EACH I I `) MEMBER,(2"Min. NOMINAL G1A55 II•_ ,. MIN.SEPARATION TO G1J55 ( ^ 1 EXIST I STUD TO ACCEPT III WIDTH)W/2'Min, PENETRAT ON OF THREADED JI I GL)SS-- 5/16-0 LAG SCREW 1I AREVALIDINSTALLATIONS FOR WITH 72psf --(SEE SCHEDULE ON SHEET 11)--�- I 1 p AT CENTER OF TUBE. ( (I MRI.STPARAIGN I I I 1 I MAX.A.S.D.DESIGN LOAD AND S LTV WALL HEADER INSTALLATION I TGa (SE>: I I � , � EXlsnNc I "° �""°`" � FI " s'-o"MAX.SPAN.THIS nffDIAE GN 1 V�11 n GLASS— TO a,"(SEE dd b �'• INSTALLATION IS ONLY VAUD 11 SHED' FURo h ♦ I��TXEF.W T 15 FOR WOOD W/MIN. SPECIFIC I a+sgT IS Ern , 1Q OR 11 IR BOGE(DANO F BJZES(1)& a1 SHEET 15 FOR GRAVITY OF 0.50 AS DOUGLAS 1__..._._-_......_._ ..__ -. I __._ I SADE�i(D&® 1 __ ♦ FIR OR SOUTHERN PINE No.2, 1-$EE SHEEP 4 FOR TYPICAL SHUTTER ASSEMOLY -' '-' V-' OHV CEILING INSTALLATION 2-MOUNTING SECTIONS CAN BE COMBINED .,._._._._, -I J4 _ - 1 OR OR EQUAL. IN ANY WAY TO SUIT ANY INSTALLATION. - ;_--... INSTALLATION Mk S70WARON � ` U? V CEILf G LlA I 1 III I� samrouEas�TEE ITI� O0R �♦ I MIN.SEPARATION TO GLASS MIN. (SEE SCHEDULE ON SHEET 11) EXISTING 11at9�1519 O� I ..I ToGLASS TION I I I EXISTING J. + I GLASS I I I - I GLASS f If `�� BAOLS3& I I ] (SEE SCHEDULE ( ON SHEET 71) N .yI I ALTER T RNATC HIR I(�I J WALL : I LOCATION J I EXISTING l�-1 FINISH] I I (I �'4.l 11 I 3/e Mrc+i1lT A10z3�4'HEX CLASS-1 ---I _ Moz. ©�C7l /B�MIN_ _WASHER EWS HEAD TEK f I DECK REQUIRED D II "-'L7 3)OR 2N6"MIN.WOOD'- o `, I DE CK REQUIRED NO °° I _ AN�WED) ,y a RN75N ALLOWED) -'_7 _.EDGE _ - -,• •,l[\1\\\\\t\ l l ---I 19 I •• IF APPLICABLE I 7/2-r -1 - O C IF -- EDGE OF DECK LED _•_fQ- 1 [O CD-_ DE _ - EDGE OF APPLICABLEDECK ' 2 x , III \ 1/4 0 20z3/4"S.S. APPLICABLE - i -- IF L I'A 11 + 1/4"m TAPCON OR - -• PHILLIPS TRUSS HEAD 2 upT 1 - - I TAPCON WITH ADVANCED M°' MACHINE SCREWS ) -- - 11 4" 'ONT l 1/4"m TAPCON OR TAPCON WITH ADVANCED ! 1(I SILL PLATE 1' THREADFORM TECHNOLOGY W/ t/4"-20 NUTS THREADFORM TECHNOLOGY W I` --I 1: ` W/ 1 1/2"Min.PENETRATION ® 12'D.C. 1/4'm TAPCON OR TAPCON WITH ADVANCED THREADFORM -2•MIN. /1 1/2"Min. 1 ----2 MIN.- 1 I REO-D. j t TECHNOLOGY W PENETRATION OF THREADED I•,_�_1 1 lL:`I I I("':1 EXISTING�WOODEAD R. AREA TO EXISTING YI00D2 HEADER.E SERE SCHEDULE ON SHEET 15 AREA TO EXISTING WOOD HEADER(SEE --------� ( ) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦SEE UM TATIONS OF USE FOR (X]X NY WALK—OVER INSTAL�AT� HV WALL SILL INSTALLATION BLADE 1A ON SHEET 1S WO HV FLOORINS16LIL 7,IOO�t 02020 TILTECO,INC. FLORIDA BUILDING CODE ©Z02 High Velocity UL SUPPLY, INC. Zone, \a>T �/ � TTI LTE C 0 „� Accordion Shutter System No. 441 7� American ShutterSystems H.V. BADE#1 w/OR W/o H.V.WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY EV.N DEscRIPnoN DATE DRAWN BY: M.P i o'• STATEDVA G355 N.W.3Mh.SL,Ste.305,VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 17-107 /2/202 DATE 7/2/2020 �•, L Phone;(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 %�ae� ,FLORID `•�� �.��� a-m° HCA-aoa�9l•e°n West Palm Beach, FL 33407 DRAWING No 'xi/7SS�DNA1- `\\\\ WALTER A.11LLR Jr.P.E. 4 20-1 V4 JhITHISEAL/SIGNATURE/DATE FLORIDA Q°.p 4a1e7 s SHEET G 7 OF 20 i l'-� "lam LSw�J GENERAL IMITATION ND CONDITI NS OF ILISIF FOR E. e (AM)> �a A n HV B en ACCORDION 1H 1TrT•-1a' (T)> (U)� UNISON WITH HV WINDOW BLe - M WORKING )N 135'-I Y Y I 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 Ps.1. 2.MAX.SHUTTER SPAN:96" IjI` II�7I�' 3. A ALLOWED MOUNTINGS: D,G&H ON SHEETS 6,7:AS WELL AS s 11, I I I I MOUNTINGS M.O,T.U&W ON SHEETS 16&17. (9�2.��ONLY CENTERMATESBOTIi W/f214 OR(2�1 ARE ALLOWED WffM 21 5 w 4 w 4 OR 5 (2)AR ED IN A OR OPPO N0 U OUT.IN CASE OF OPP0.F,ING J CAYOUT,A?MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENIERMA E. TYP.EA.END _ ♦ ., I,' � . �� � e" 5.(A)HV WINDOW BLADE 1�SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS B(a , ♦ o )U MIN.CLEARANCE FROM HV TOP OR BOTTOM EDGE OF WINDOW BLADEQ ALLOWED Ai HV ♦ (( OF ANY 3'0 HOLE FOR SHALL BE 12". WINDOW BLADE® I� C FIRST OR BLADE COMING OUT FROM() LW STARTERS AT ENDS MAY BE HV ' WINDOW BLADE 1 (D)HV WINDOW RUDE @ MUST BE USED ALTERNATE TO A SOLID HV BLADE 1 nt THROUGHOUT SHUTTER'S WIDTH. o ♦ I ♦ I �j ! 1 ( , n (E)CEj{[ERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV 1 '• b lV/ v U BUDE(1JAT EITHER 510E OF THEM. SEE END ' (F)POLYCAABONATE HV WINDOW®SHALL BE INSTALLID 50 TABS FACE CONNECTION _ • A ,1 'y /� j� THE INTERIOR OF THE OPENING BANG PROTECTfD,HV WINDOWW MUST�B�E• DETAILS ON SHEETS`C'`•" 5e U U ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY 10&18 TYP. -- FULL HEIGHT... 1 a; INC. S.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME z TYP 'YP f44, K ,; BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 5 5 1 &2 ABOVE). g 7.SETT ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). (SEE PLAN FOR REQUIREMENTS) B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: 135'•I � p N v TP TOP&BOTTOM 1y �ll 2;aR®oR �i WIND ZONE =INIMUMS-ADNTDG1A55THRU 3 — ELEVATION M:N.SEPARATION TO GLASS — D(ISTING GLASS -(SEE SCHEDULE ON SHEET 11 FOR BLADE(D 4 6.25, .� _ AND CN THIS SHEET FOR BLADES Q&pA — — - 21 \ 24¢21 _ 2 1-4 -'- ,-.-221 TYP. SYIAM RICAL CENTERMATES 21 2® \ / -_ _-_ 35` 1 \ W/2 OR 5 AND --_...__ :, - / Lo�`nanr w/o (SEE NOTE a MOVE) PLAN TYPICAL J1'i HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE [1A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High VelocityHurricane Zone Y1���J,f1111 jY�Y♦/ e2020 TILTECO,INC. 02020 EASTERN METAL SUPPLY. INC. BERTHA H!P TM Accordion Shutter System NO.441 7 ",— �— l ® �°�c . e ® ® RV. eIaDE#1 w/OR w/o H v w1NDow BADE *; * � American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY EY.N DESCRIPTION GATE DRAWN BY: 'M.P �'•, STATE 0 63"N.W.36th.St.,Ste.M.11RGINIA GARDENS. LORIDA 3316 Association, Inc. I OLD 17-107 7/2/202 GATE: 7/2/2020 D'• F Phone:(3C5)871-1530.Fax:(305)871-1531 4268 Westroads Drive z 'h,C` �ORID ••�`��� a-Owl1:ultecoWeol. West Palm Beach, FL 33407 3 DRAWING No '''i�ss% Cs��c?• WALTER aonDLuilJ,P.E. 4 20-164 '/YY777�IIAI11I11 p`.)`�AA SEAL/SIGNATURE/DATE FLORIDA Lie.A 44167 5 SHEET 6 10 OP 20