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HomeMy WebLinkAboutProduct Approval S ? N t pp 4 ,. �L r A a..a_r. �� '4� � � ,���, a � �x� � �'F.._ s r � � �, ..cep....,,�,► .,-,.«..:.�.er..,��.,..,...�x.-,=,:�.._:r,..�E..:...:... �.,........a�...�..,,_.,.,,,,..:.._... x..,,:,.,,..;u...w�i.- _..�:.��,,.w.e,.....�:4 �.^ ..sec � • a«� BCIS Home Log In User Registration Hot Topics j Submit Surcharge t Stats&Facts Publications Contact Us BCIS Site Map Links Search i Product Approval USER:Public User Product Approval Meru>Product or Application Search>Applicarion List>Application Detail FL# FL389-R10 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (S61)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley ^ 1 Irodriguez@easternmetal.com Technical Representative ��VV®�`-� (►�`���� Address/Phone/Email COOP Quality Assurance Representative or Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. ' Validation Checklist- Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA BLADEI .pdf FL389 R10 COI COI ASSA BLADEI 2.pdf 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 Certified By , Sections from the Code �'✓ r 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 ------._............. ...-------.................._..... --....---..._.._._................._....._._.T.........................._...---.................................._..-------......-.....-----._._._.................... ...._: FL# Model, Number or Name i Description - -.._..—_.._..-.._..._..--.._..... —...._._........-.._._.............__...._....—_...................._....._..—_...._._... -------.........._..................-----............._.........._....-----_..._..............._... 389.1 1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks (top 3- (Non-HVHZ) - Drwg 20-165 and bottom) for storm protection Limits of Use —, —� W 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 j positive ASO load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes i HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 i 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. i 389.2 Bertha HV Accordion Shutter-Blade 1 i Extruded aluminum interlocking blades retained by tracks(top j Only- (Non-HVHZ)- Drwg 20-164 and bottom) for storm protection ....---............. --...; Limits of Use 'Installation Instructions I Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADEI pdf If Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16' 0"for 30 p.s.f FL389 R10 AE PER ASSA BLADEI.pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party: Yes configuration for the HVI blade, 8'-0"for+64, -72 p,s.f.A.S.D. i load for HV blade for Keystone mountings 7'-0"p.s.f. for metals i 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(top COMBO- (Non-HVHZ)- Drwg 20-163 :`:and bottom)for storm protection Limits of Use1 Installation Instructions j Approved for use in HVHZ: No i FL389 R10 II DRW ASSA 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 for FL389 R10 AE PER ASSA BLADEI 2 pdf j Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 I Created by Independent Third Party: Yes and 28 respectively Contact Us::2601 Blair Stone Road,-:allahassee F 332399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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: ar U �gig Credit Card Safe' 9 ' 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 EDTRON)OF THE FLORIDAD. BUILDING CODE.THIS ACCORDION.SHUTTER SYSTEM SHA NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I 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(1 & 4A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19& 20. IN ORDER TO VERIFY THAT COMPONENTSAND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS(iJY USED IN THEIR GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WINO DURATIONRATIONFACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN W000. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q #0214.01-03, #0715.01-03, #1004.01-03. #1214.01-05. #0317.02-06, 00609.01-10 AND OD210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE ht AND HV WINDOW BAD (1A 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 APPLICABLE) -HV WINDOW BLADE a p10505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D,WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND# 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETARS A-F, CONCRETE/BLOCK SHEET B 2. HV BLADE Q 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.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14M2.75'AND#14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kai 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 SWILL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TO ALLOY IS 30.0 ksi AND 35.7 ksi 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 W-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL JOG OR 316 CTI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksI MIN. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 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 ASTMA-307 GALVANIZED STEEL.OR AST 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 Q 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(D&O WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #8'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT R5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOL) SHEET 18 METAL SUPPLY, INC. 5.R SHALLBE THE RESPONSIBILITYLIRESPONSIBILITYOF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHORE SHUTTER IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CUNIINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH'I 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 AREA 4: HV WINDOW BLADE in ONLY CENTERMATES AND ENGAGE OR LUCK ALI.HV AND HU LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE ' P HA ERMIT IS APPLIED TO. 13.(o)THIS P.E.D. PREPARED BY THIS ENGINEER IS CE14ERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.U. (b)CONTRACTOR TO BE RESPONSI8LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.U., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE 15 THE.CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.C.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHAM BE PREPARED Bf 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 51GNATURE OF THE PROFESS1014AL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone,' Ilyy��II III'f !! 02020 TILTECO,INC. 0-2020 EASTERN METAL SUPPLY, INC.''\\r ElN, L t G O I N�• Accordion Shutter System is a ® HV. BLADE#1 W/OR W/o FLV. WINDOW BLADE Na.441?7 American Shutter Systems LV.N�a, _D_ES_CRIPTION DATE TDRAWN.BY: M.P �- TILLIT TESTING & ENGINEERING COMPANY *' J B355 N.N.36LR.St.510.305,MRGINU GACENS,rLORIDA 3316E Association, Inc. 1 OLD 17-107 i 202�DATE: 7 2 2020 :'a•• STATE C F •: sG ".-•C) .I„�,:(305)671-1530.Fa.:(3os)an-Is31 4268 Westroar.9 Orive ....._._.. ................................__...___.__��-- _ / /-..._......_ s e-man:6R�caoaaLaam -. _._.-..........I._.........._.... ............... 'DRAWING No ,�O'• F( CA-OOU6719 West Palm Beach, FL 33407 _3 _ ..................................... .. ...__.. 20 oI1I ,, L, —164 F �• � WALORL A TILLIT Jr.P.E. 4 1 sS�ONAL'`a�ZEAL/SIGNATURE/DAD.` noRIDA u�.d 44,67 ........................_...... t--- ___.._:.___....................................L................, SHEET OF 20 •,]'o FOR-11...Bt E Q .e VARIES m:�oi G s 0.454\. al ....._.... . `ii) r bl M 1,200 Y�'4 4n3 lu I iI- 4 3b5... I 11 _. ..._ ._. .,. ff p t.... 1 �I....i. .... 4,85..:\... ...... ..4999�.__'.,.........- R__... - `. r (1�FjV S D B �HV UNIVERSAL FLOATER a7s s r r, 8 ' S RTE C _ ATEN7' j/ 5458179 QUALIFIED FOR USE W HV BLADE 1� ( QUALIFIED F�OR USE VVJ NA HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER`S �4�HV DIRECT MOUNT v BLADE 1) �_ a QUALIFIED FOR U/SE W/ HV 6063- OY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE`9 ON SHEET 19 6063-T6 ALLOY AND TEMPER .373 0 6063-76 ALLOY AND TEMPER ....................3;2R6' 1.500" ' IfL 670 2 226 ��6.. �0 • 1 1 ... _ i 072 K -'9 f 7l o t ^t n �[• I l HV ADJ. ADAPTER W/LIP dA36' . ,.,.•,,,•,Y 2i' ' QUALIFIED FOR USE W/ HV .920- - �HV WALK—OVER TRACK ' ------------ BLADE .; .... �6 HV ADJ. FLOOR TRACK 60G3-T6 OY AND TEMPER QUALIFIED FOR USE W/ HV i9JHV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE(1N) QUALIFIED FOR USE W/ HV BLADE`} 6063-r6 ALLOY D TEMPER BLADE`')ONLY. (1 q HV RAINGUARD 6063-T6 ALLOY AND TEMPER `QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER VARirs " - / 1 1915 c. 1,936" BLADE 1� t VARIES 1.936, 6063-T6 ALLOY AMD TEMPER .. < M x as oa3" i 063 100 115 I .. ... .. �� ,r...... 060 t I , .................. O60 0; �. ofio I v �� 70 Gas 3.5 .S20" _, _ .524 ....-_. E70 (11) HV CEILING HEADER 1? HV HEADE$LSI�� CEILING HEAD R LL QUALIFIED FOR USE W/ HV BLADE 1 ONt.Y QLThLIFIED FOR USE Y7/ HV BLADE�I�ONLY' 6063-T6 AL_OY AND TEMPER QUALIFIED FOR USE W/ HV BLADE.'1� (4) HD WALL HEADER,(S1. SEE SLCTIUNS f'OR VALIDITY" SEE SECTIONS FOR VALIDITY, QUALIFIED FOR I1SE W/ 6Uo"3-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE _ 6063-T6 ALLOY AND TEMPER T7 _ COMPONENT A R Tt T2 -l' ff�l t (7 2" s MAx' 1/9 1/e' k es; . 090" I ........................ ........_ :_._.__, ......... i__........._.... .. � `eJ � 2' 5"MAX.:0.192';0.192E x............ i1 t SIQ _�NGLS .......... a.... _._....__ OI CORN P S nt!FIE.D FOR USE W/ HV UMINUM ANGLES zs 7 MAx 0 190 n 1sa' $ �L BLADE J) QUALIFIED FOR USE W/ HV i QUALIFIED FOR USE W/ HV ..... ....... ........_.. BLADE tj 0 63-76 ALLOY A TEMPER BLADE(DI ONLY.6063-T6 ALLOY AND TEMPER 2" '5'MAX. 0.139' 0.131" 8063-T6 ALLOY AND TEMPER \".:� FLORIDA BUILDING CODE(Non HiglT Velocity Hurricane Zone, ID2020 m_TECO,INC. ©2020 EASTERN METAL SUPPLY, INC. P� •. Tom% BER'Tl°IA HV'1„ ,.`��.•'��cEN,s �'' Accordion Shutter System N o.4 41 7 r� 1 i L 1 C O i N c. ■ ■ ■ ■ H•V. Bu of y1 W/OR W/O RV.WINDOW BLADE mom- American Shutter Systems __ ............................T *I •�:"-'^""`°'-�------•- TILLIT TESTING k ENGINEERING COMPANY ;gv.R4{ D6scRIPnoR R DATE aRAWN_BY: M.P . ._....._..__..._»........................................... s �'•, =-7,� 6]66 N.W,]6Ip.St,S\n.]O!,NRCN4 GFROrlS.FLORI W]J16? ASSOCIatIOn nC. OLD t7-107 ;r/2/z020'DATE; 7%2%2020 STATE Di :' r Z Ph.n.:(3o5)a71_1530.F..:(305)871-1531 4268 Westroods Drive ............................. .......___..._ _..............._ O'•. F :•v`/ mluaomuol.wln West Polrn Beach, FL 33407 a _..................._............y....................DR CDR I9',.• YY' at-ooD6'n9 .. AWING No iV\`.�` WALTER A TILL(R Jr.A.E. 4 �O� VT _-..,...._._._..................__........1..........,_....� S/ULNAE i�' ��� FLORIDA U,.y 44167 ...r.5... ..._.----.........................._..:...........................__._____._._._.__. 77na, ilE. SEAL/SIGNATURF./DATE 6_i_ ___......................................._........I SHEET OF 20 ....... . .. _ 293 - - DIE CAST 2 .7l5 _ 25J 1 HEAD NV f 76� y0• 'YS D T1/4 WED PANTED LL INRFADED -'DE CAST (2 M o. 1 . a I rV I NCIISINC E V. o rol I F t BAKED PNN1}T) :l,�C2.�. � i`dtt• .. . . 5 e "1 �I aDc t; O.............. .. 03\��I+� ( ' - E 062• t . .... ......... ..._ 1. 5 1. A / 5.R ,�+ -,,,;454• __��i 7 BRASS CYJNDER I�...fSRa55 CVUNDOT 2 G.. .. .. .... ..1 1 S J ......................_._........ ...._,„. •J[-e "'r 6 KCI'S(CHROME Cl/BONE PULED) <2I HV CENTERMATE ! '\ m I PUTCO) �. .s, A........ f:L __U I QUALIFI D FOR USE W/ HV BLADE & (aa ONLY d2) HV FLOATING CENTERMATE`� m,N°fix. °60.,,._ 13Z5.� , ' � a.. ® HV LOCK HV EGRESS LOCK 6063-16 ALLOY AND T ER OUAL7FIEU FOR USE W/ HV BLADE(1)&(J ONLY ,,(( i_.-_ 3D2s_..... 1.97g_. QUALIFIED FOR USE W/ HV QUALIFIED FOR�U1SE W/ I-IV 6063-T6 ALLOY AND TEMPER 0L 1 HV CORNER CENTERMATE BLADE C)& 0 ONLY BLADE(i1& '67 ONLY, I! 2.97! Q ALIFI FOR USE WANH/60 B ONLY 25 se' S Ir 1 756 922 60 3 T5 <1040Y D T MPFR PER PLASTIC I,A HEAD .,.o*2�- MOLDED TO ro .. SCREW AFTER RIVETING 1000 I o- • { a - P Os BEFORE RIVETING I Y 1/4"0-20 x 3/4" n .q r IIz t ! } .....fl..L 6' - N�A. _.._.__� -,_ THUMBSCREW 1 4 0 20 RIVN 1T• ' ALUMINUM(2024-7!N10Y)LARGE CE THIN 2.750 _+ - 2 TSP -....,.._,.,",w_, .—Eii S.S. SHEET NU':SCRT,P `UP' A E PLAN FRONT ELEVATION —) _ ( 1-872-' DHERRY 1 N,PARSIPP 'NEW 11-- 5<OR EQUAL. HV MALE "T" LOCK CE TER-_9TE - 4 sss _, 271 LOCKER FOR "T LOCK CENTERMATE QUnLIFIED FOR USE W/ HV BLADE 129 HV FEMALE T" LOCK CENTERMATE HV "T" LOCK NV LO K 606--T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ V QUALIFIED FOP. USE W'/ HV BLADE�i-)ONLY QUALIFIED FOR USE W/ HV BLADE(7�ONLY W IiV BLADE 1 BLADE ONLY 6C63-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEIY / U ONLY. � 32- r uteaTURN n ._i 063 .214 - 1 063 I_..062 i. ml a CYLINDER OR m I KEY CYLINDER '- I 11 :n I .125 N Hp CENTERMATE W/ NO LOCKING ROD �2,1 HD CENTERMATE W/ LOCKING RO � aris i �-o Q m QUALIFIED FOR USE W/ HV BLADE I7& OJ QUALIFIED FOR USE W/ HV BLADE'I;&1A 3� H C I 6063-T6 ALLOY AND T MPER € �,6p4 6063-T6 ALLOY AND TEMPER ENTERMATE'S INSERT ! 1 vARIFS 12 M N QUALIFIED FOR USE W! HV BLADE & 1 ro --i---- " tOR ss 3 B 16 1170 6063-T6 ALLOY AND TEMPERMBSr.EWS BT S f-.• tl/2" I }'_ CYUNDERRry .."1 t^^ f - D ,(_ ORI KEY NDER ... 11 7 M�1_7 7 ' .WING ROD� 7s a _ �i4 }jD LOCK QUALISE W/ HV B E L� //,,-y /L!OY AND T ER �,;.HV 3 B"O—�6 ACET I•D) HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. 5�IN$IILL IkE A ;/16" HOLE THUMBSCREWS SERIES S S THUMBSCREWS QUALIFIED FOR USE W/ IiV BLADE(U&. (A" D ILLEDR PROPER EMBEDMENT AUnED FOR USE BLADE it QUALIFIED FOR USE W/ HV BLADE`) FLORIDA BUILDING CODE(Nun Nigh Velocity Hurricane Zone, 3!L lU �Nx 02020 TILTECO,INC. 2020 EASTERN METAL SUPPLY, INC. a`'��.•' \LEI\+ F•��''- B1-: 1 GM :' No.44 67 / L C ® N�. Accordion Shutter System : . � • , ' m ss H KV.TBLADE...#1 W1 OR W/Q KY.WINDOW BLADE ...... American Shutter Systems - Ti:V.N} DESCRIPTION �— TILLIT TESTING & ENGINEERING COMPANY r DATE DRAWN Erc: M.r C . _............:....._................_...................._...__._........_,._,�._._....._.._ STATE IF ASSOCIatiOn. Inc. 1 I OLD 17-1D7 DATE: 7 2 2020 �•'t ,y.'"` 6355 N.W.361m.St..St..305,WRCINIA GARDENS,FLORIDA 3316! ?7�2�2020 �O'•, F E41 Phono:(305/871-153C.Fax:(705)671-1531 4268 'WestroOAs Drive z _.___ _.............._............................. �OFI7 P •'��`o (DRAWING No SS+'•••••• '' t -._,— CA-0006719 West Palm Beach, FL 3:54D7 3 ....;._..._._ 20-16 4 // /ONAL E \\\4 WFLORI A.1,LLR Jr.P.E. ...........:...................................._.._...w.j.- /'/h0iHIIII IP.f. SFAL SIGNATURE DATE FLORIN Lic.A 1a16( .._9.....f.................................................. 6 �........--'j SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR "` i HV (al _HV (A una t 0625..1Q HV BLADE 1 1 \:.. 6:.0 ! �iA� 1L i - .-'`...... ,. ..., .... .. ...._......_.... th Z _x` J .w2_ it...5" 1� HV BLADE 14 :�j,j w:NO w n, o `r ..__.3 ll r/a CrL:Nr Y HV LONG RECESSED NYLON BUSHING �� J 5 ® HV SHORT RECESSED NYLON BUSHING 4 �. .. HV NYLON HAl �i 1' • n T POPTION= I/ >� _ t OR nY ar� I ® WASHER Q ® n+, ) 1 .• 41 HV WHEEL CARRIAGE AISI 302 303 SERIFS i I I 1 :'.n4�*' ( tE j >, Xa l\�/ s-so -' X : 0.8:0"x3/16" THICK NYLON WHEEL. 3` I 1 ' "M:y HV-k •Yd 0.188"0 AISI 302 SERIES S.S. RIVETS ......1...... L.L.. `'"u 1 S.EPARATI:M. JG �.._.. ., c.1 Y. ® HV 1 3/4 ACCORDION PIN W/ #8 HEAD * EXTERIOR 43 HV 2 3/4 ACCORDION PIN W/ #8 HEAD _.. ... ® P01_YG4R80NATE IMPACT RESISTANT HV WINDOW i 1 j-;I" a ! ' ��<":TYPICAL HV WIN OW BLADE I& AND # POLYCARBONA"IEDBY WINDOW DETAIL C i j C}OR t,y I i ::., or iI (SEE NOTE FOR EI ! 1 // � RcCU1REMEtiTS) I I� ,LOR �t� ` Jii >I f•.iIYCiRFC'NAY; (:.•�E:4f:1._h'I�:I�1FEtvT yil,,l[)„�+"t ! SAYirF. MAKRO!. I ,1 i C L3' A r i0N 1.E i .. a . E(. �� _ E..•. RESINS, UJ--STA E� GRADE f ?_ Ir WN.CLEAPA.4Q: i HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR = x I -- 10 v, 80111W INNOVATIVC "LA; It, _EXAM I. t _tl:,- �1�. ;I a ! 1 (SFE NOTE '•!'•• ON SHF.:[i 11. , FfV:1; HV•.lA YT'1 CU ORPy i r l �i,AU- ALtNkYS EE i1;E:^.• AT !_L. E:hTt:?!' R 3$ - ryw I I r rr - :3t3 n, r1 _:l, I K� '1 :%< FOLY'CA:�rBCNATF SOURCES F:r:'< 4: L�TT1 :'v? vU;;Ki-ES OF HV A;;C..i'..I_N SYST'Etv1 W/ .., (� ... `. :. , sl I I! t;.' i,� ;! EXTERIOR F: i N_,�: .. TYPICAL SHUTTER ASSEMBLY �.},:;i :'IV IN 4 fi ."AY HE USED iN UELI (7F J`) AND QN11-Y AT N 4 (f�'H1 PIN Q 0E%RIGP. _ }�� R f N^ u I:. F ! Farr CT wvxw EX T-RIOR. 91 107.)m KNUCKLES OF HV ACCOFiCION SYSTEM W;' 1'4V',' BLADE's KNUCKLE,: E:r?!,E WHEN '--GRRF-SPONLYINf> TO iNS 4LLATION. "I1'•, SHE1;:, r`` a232+ ( REQUIREMENTS) :) •. .3 �• r. r _ 1.{ SEE ^IOIF x FOR y� yr"F•x c:u, 7" M nxf C1Z- s 'x' Y 'i1 -IS sat': raRE lun sr Nn, l.,w Dose sw.. , •r.:F,,: 1Y < /. I i Ii flvY�r:41•Fh N4. al c,l. Nilo ...A. u• r.. (.;`, •.V J y CAN t j Y1% i%7,. (i D. `,%1G' TIiI:K S,5. WA 1iF.i': H ��'�'%'� •I .� rLrm:=;,v.nnu�ty, As:M O%A :1..;.�� Sll4ALL BE U`,EL'l FOR DIRECT MOUNT INSTALLATION ER, DF AIL X. I�- « " N.711rD I M AS:H❖:Y 10 R'a„ L,:-C;"• WHEEL CARRIAGE DETAIL ` `_.' ASSEMBLY LAYOUT ,aln cr WM M.006 x,. c-,a,s> .•.'.'. �F I•nr'¢nnlnN asn msa :om 1.•r ' sif?Jaf.k.`;IN'N TH N'Ik'H rrFT:HF."Y,IY•.,' 5]tl 5:::•l..n.s.i. %xtnJ pe.: 1' HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS jreJS:LE`u r1S: uorlc E1 H[4,NG 'm 6SE —.z::z i. SIC:;,:si FLORIDA BUILDING CODE(Nor1 Hig!, Ve •.itq Huo c:or e. Z:. 0.21)201 YILTECO,tNc. EASTERN ME:fn:, 5lla:^I.Y', INC. BERTHA HV%, .• r ,,... ,.•• •• �--. r��y /1��► Accordion Shutter S�%stcni ' C V 1 N c, e ■ rn�"i a i V. MADE /jt V!/OR W,/0 HV, YANLCkV BLADE PlU.>4 American Shutter Systems ___ ..._.._.._............_....._.._.....,_......— ---.._....._ n ;r r'�--'--�•'---'-"'�`—" TILLIT TESTING & ENGINEERING COMPANY Y 'rv.N< Cf:5CNIVi(CN CASE ::?A`eti 8:: !,.a _ Association, Inc. 1 oi. 11. 107 y j;2G2 DAIc 7j 2/2Q 20 .. "'• ,�r717 63':9 NA MO.;rl.,;'t..M.YIK:11 iJIIJV:l,rlGlt�:✓3. lf'.E —.._._-----.�..._,............-.__..,,.. .. ._._,._..... -• "'SSS 2 = : STa No„< Ccs)s1 -1n t .eo, t,•;oege;+_+s.yl 68 1Yestl'oods Drive .'3. Tt:� r n• a t I F - - Dt2ASYiNG Piu y -r o:.,.acc cy cm o m ..eeci;. Ft.. 3d4U" �a _ ..�Y ............ WF0,1 A.litl.fl Jr.P.E. S •t^T��'•\� f'L^.rtiCrA U. 3 4416' S ......_........._.._ ..L:..n,URE../J!;lE �. OF 1-0 '4111111!U C:D•�ia NOTES ON HV LOCKS AND CENTERMATES: t �.\ I. MANDATORY CONDITION J1. ONE HV LOCK I ',�,5'-'.. 'ra! •��°+ or(a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ' OR 12"ABOVE OR OW e2 OF NUTTER SPAN FOR SPA14S UP TO 105", AND FOR INSTALLATIONS AT ANY 'i S {----+-- r, _ ELEVATION. HV LOCK b or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO q- OR R _ —� C N 7E5 W......................._...... 4 0 x / LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK, SHALL BE AS INDICATED ON )w(41 ! ! I f rt !i r• I r I TYPICALMSHUTIER(ELEVATION,20 1 2" (. , f ii *j ' �L 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV ` I' I I j i II �• 1 V �i i ! I f M1'•.. LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ID SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ]TDB—HV0 it �F V 3 2NDMON 12 O(AUD ONLY WHEN QMQRY CONDMON 11 OR LIMITED MANDATORY COMMON - v"V I I f 3 4.k N ,oN6�joN ' ! �y BE USED FF whWO Hy- IOrKc)• LOCKING RODS $ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY l II ,� 3 ! 0 0°R�/• i �'i 1 r--'Z!•°Y _ 1 DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION J2. ONE HV LOCK r 'E�Of�,^� BE USED AT CORNER CENTERMATES FOR ANY SPAN 3p, i it ••1 ; (I .. AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(24 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, g ATTACHED TO A CORNER CENTERMATE W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. IWO LOCKING RODS t HDo-bvc i I t! I j AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. RSf ALTERNATE TO MAunATORf NDT T.. ¢F —.;2.� sB 9.L_YLl.IN ONLY L'..L - - } ;Yj_; ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK�.q MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT Nx qq g I �! ! OF 1 4"0-2Ox3 4" S.S.THUMBSCREW TO*• OR ? CENTERMATFS SHALL BE MADE W 1 4"0-20x3 4"ALUM. / I N D-N '� 9 1 r�DO-HyD f � i / / S' Q,� / / / -' RIVNLR AS SHOWN ON SECTION WE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. I 6.MANDATOR/CONDITION +3 FOR KEYSTONE MOUNON•INSTALLATIONS-I ATIONS• ONE HV LOCK C+or or SHALL BE {� 7 i ;! j€' USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS LIP i L ...... ' !_! !_S-•� I 1 I= I [ !!' i ' j „! I TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 2�or g�or-fO MAY BE USED AS AN INSIDE OR I 1 h :•f, >t a - I - ^� OUTSIDE LOCK,ATTACHED TO f�or ' SYMMETRICAL CENTERMATES W/(2) 1/4"-2U x 1/2"LUNG FLAT HEAD S.S. SEE END ! I r M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W h�i NNECTIOH :I < t =.S.Y / � DETAILS ON `D ✓F>[> '� (�`' 5 (� '` R C7 TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS 10& :`'J' +`� ��. 'H✓> �' ` 'Y> Y��J� `:d f. � tiJ Cv j� {i :; { .-.__.___..._._.-._`___ _ 0 18 1YP. FULL •n t HEIGHT. `" '.....{3 r *NOBS ON HV " llg KS-AND CENTERMATES: _..,., ......,.... ., ........ .. ....._.., N4MIrE0 NIDIN --_..., ... ....,,.._........ ... .•..._' L AND I. I '1F CORNER CcNTFRMATE I ` ONE ALTERNgTE HV "T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS Q OR FOR ANY SPAN AND I oaV�°a J•0oN(�)u 010, 0 (1 3i na INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK�)q)AAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT t -� .. y� OF LOCK Qq INCLUDES USING REINFORCING LOCKER 6,A, AS SHOWN ON SECTION HVG, SHEET 9. WHICH MUST BE 10•`5° `7�• °��� CJ A CONNECTED TO CENTERMATES�B,AND C9)W/ 1/4"0-20 x 1 1/2"LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32' /-� WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"Ox 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" (E;)•�7� ' 171°aC�*`7)'@) it MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. +C� n,��N r,��,•%gi`°xC; ��°a _....._ _ _ _ ----._........... �a`• 1eI�N 9j•IS)Dl�y:• `2) *NOTES ON HD LOCKS & CENTERMATES: 1. HD�QS',K 34 W/ HD CFNTFRMATrs.''j OR;x2 W/-fit ; ONE ALTERNATE HD LOCK(5.4 MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION Hv IOCKS`2j OR I� FDR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 14)MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK t 4j TO IS W/ 3 b8 x 3/8'F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT f} AS SHOWN ON SECTIONS HDB—HVB AND HCC—HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS O5)IS COMPLETELY OPTIONAL f ffilbA BUILDING CODE(Ncn High Velocity Hurricane Zone` 02020 TILTECO,INC. <C'•2020 EASTERN METAL SUPPLY, INC. a�old• ���✓ BERTHA HVTM _ ._.._.. ;�`���. \CEN; '•.��?''-; C rr�°� \ AIA Shiutte SSyssttem NO.441 L Ec `s m-. .. ., ■ � 110 r H.v./�000Tw%oRnw o T.._.... _.._......_ '�7 American Shutter Systems riM N DESCRIPTION DATE T _j DR4WN bY: u.P _TILLIT TESTING & ENGINEERING COMPANY • x � /t ES55 N.W.)61Y,.St.,Sta.305,NNGENu CNIUENS,FWNIM:Ul6t Association, Inc. I OLD 17--107 � �??jz%2azra DATE: i 2 2020 STATE 0 -. __........._..__........ I ru w r1G �'• ❑ Pnoae:(sos)en-•IssD.Pox:Lsoslen-�1ssl 42Ei& WesU'ooUs Drive ¢'_"'- j o-rDcII:Ultecodvool.com - - ...._..._........_._.._..._. __..... D NO O'•, F / West PDlrn Beach, FL 33407 -a - ^ �+,r '�.,,�� • �oRID '.• w�.__—_._— ._ vA.TERADTI.TIJr.P.E. —_ LO-1 VY 'a,✓ S� I G �� �� /, r RORIGA U°.]44167 _...—.._........................................._...._......._._...._................__._!SHEET ✓�, OhAL �. r EAL SIGNATURE UAT_ 6_ __...........-........._........._..._..........._......._._7 5 OF 20 null POURED ._..... CONCRETE ANChfORS !... 1 ................ ! ...... cGNCRrTE lnul 7 SHLcr Is) i un�si >�, OR 1w qi 0 aa E'%STINT) i ....... "I��..! iu N B.C,Y v: .•�j� • .... ..•.. J/ y .. EC%Cf t1t .,tVit rtrv>;:.UA't I r G.hSF--•' (t is p `fr.m^„.NFmr.o 1 I ,f1Qs��[ '�. P:tt•I.iutC - I{i `p11t 1 (i1ASS- SN�HJP �OOAi,ON tt�°v {r ? I GLASS-' ^c•--I 9L-- ...<._. .... �oR �� Z ; € a ...yt 1Ox3/4`HEX WASHER HEAL'J L / I �{1f 13 oRt ✓+ .�j �MN rx sIRMS. 1T c. F J LI I I s n'u7l 1 c)cPETE ANCI Ors __.1' __� �...8,' / sWa Or 61,I7. ...... ... ft SEE SCHEDULE. U)t sHEer 131 / i!' fXSTiNC ' li 1 `!t I J J EICE OF /ice G.:15? tit r: L'CGE OF_ !^ J �! t + /' /J / I%/ / / -,Pei AB j444DINI 1 i , /�'•� EOOC 7r 'r` / ). ��/ / rJ�PL.fL,T,Sf.E. lEN•-vz Arrx: !:. , :IIi A PUOnBLL; •./ E U.� ,<i /• t / S.aEt l t'. f.... / .r L ... <... ..:........ { / / . a •UC4F t )U I t _._... POURED-:- ^tIT H AV CIM11ETE AtICHORS !1 lx lvtJ e ,11 � { 1 C `,t.Rtl ' F C ON R I / a t ,_I"`• ,4 PO 'F(7 .. I F .. / (SEE__::_DUFF ON cHUT 1-1) OR :1 h✓ CONC rf:- ..Y - 'EG:JI D f FL,: h,L1C!G..v,;f.E tE AedrSUR Rr.uU;RcO L / S. \I1; TRENCH INSTALLATION .`��HV WALK—OVERR INSTALLATION DESIGN ONLY FOR UP TL) +70, =75 PSF A.S.D. �C) HV CEILING INSTALLAT lK IV FLOOR INSTALLATION t DESIGN PRESSURE 17A-ING fi: FOR SPANS Pf!R ION sGE+.EDUL.E pa, Sr{EL7 iT ul snL£.i Ilj Y t1}dI l' t:l.1SS MA ! _ 1 vtfU'4�l•r: .... ,.+In . , . I I 1 r tEEthLLf Vic-,q rmT < W r v wa I o. vw ExiSTlr GLASS CON, C7f N H +5 I e I: 1 day � 0. 'i!:N. ,.,:....'i,i 1� `:i.... ..._,)' � �i E ft77 r: .fi V 4v'H)Y`•W' I t /'•j I I y J E 41L M _S:i 11) '' It.l ti7N JT O- f fA ! ,I, .. t 1-cR iwrxn 1H+r +Q.! ' '"•T. ti:i:. 1 i"• "'—�.11 I I �,? 1 f F lI 1; d 4_f\ f' l'f i & V W%:J'%:r_ r I lA^ It ';�.�(' 1 •.,)I e"3'! I i j' 1 yi;l. '3'(l Ik..l.{ tf1/JT 11_`P l)I IrtNH` I • 'l ' 1 '•f 'i t!k I !- IE, N SIF l �.. #�iirl 1� �i t ! r fu1c.a/n` x L / uu n ;.<. . r — i- ! I ��4,I L wr Nscrt�wa) i" '7 p;4;c?/4- HET H,.A .. -CK,...r r.n• is ? T -`.11({IiR 1 J .1 k ! 1 _ !(k '' ;T 1 t! :. I tt 7!` -i� ♦\1 4j t_ ^ i 149x'�;4 CS.OS :, L���111 yrtrir+)��jfl'i s47�r—._x:• \ =t f I .t.*.". t II�•v:r<3)4 L(ji QR ous 7i/ NUC 0 c. rFSF 0 SHEET 14).HF^.LE ON r.ulti I �,.,. 1 --. _•_r..__—..,_�. �/ 7:�N`,a�4 :.1 f___�...__i.' ......._- ry EMT I:C f,STiliQ71;:i1, SLAB F l A.L;c:=n f - GNC.i-if at:C z_ -__ >f._. •[wr n c::h;:ar�C' r '-...see rdorE 1,! ) _ Jr .�. �' f - / PUURE,J CO-NCRUE. (SEE F. ON ON S4ESr I . �SE 1�JP 7.t1:;) •`.._'L Q, y.3". /! _I Oii CCNt:Rc E 13L9i.C .It"I :A) P OF fb-::R 1..^' +,. a�.EiT e J ,c 1. .;,•. ..•!. I OR CONCRETE fil.CY Al . ovncr.nL F,xr.ec %+ Rctcu!RE`) (FAT KEYSTONE MOUNTING INSTALLATION t1GN:_FeT=_" QK? HV WALL FLOOR INSTALLATION (Li HV WALL WALK—OVER INSTALLATION - N�x,u�u nsn,ciflrN k•ftf.SfiURE:•E4.-Ji ts! RE'v'Ii IRE' _, t131:11A1'v$!{DiTCR Sh".•lN Y'��U' C HV RAINGUARD INSTALLATION t -carE , 13j 't'1NIS i:'t`,Int.Ll•71i)Y SHA I.Lit. eOOe"OIS`A.NCE Ri!MOVAEILc YrtiEN PERFORMEO Fl.i:SNEE'I"q.t'C) 'Y ft I C<.L til ilii'f ER ;cEi':SPr_I^InCAT:ONS JN °kEE' nh7J-CENi iC!At!UPE.P.;1LE Ckf7' i SE.E UhI .!nIIONi OF USE.FOR bRENT DE%J RiNCE BI1;0': EaEEr,e INSTALLATION DETAILS W/ !j NV BLADE `SSEWXY L ydOUN rL IG SCCI')NS 1.N BE CGME;:EC - — J A14Y R'AY TO 9AT Ain!t5r%lAl:N. FLONDA BUILDING CODE(Non H7gh Veloc;ty Hurric:lr1e Zor:.e t'411t tllt�iltl,if'fgt+ir/' a702.0 TILTECG.INC. C�202..0 E,ASLERN METAL SUPPLY. +NC......................... <�Q�•4..,:. /T ,wJJ ..�.� BERTHA 55W,a ��•�..• tGEN; •• —' Accordion Splatter S ystern 6`l � _; .. •'_.� INC H.V. �At)E{jt W/OR YYfO HV,1:41IJD�VyRi.P1?[ l - - c�'%•":2`.�ezc) TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ,M,,,7 OESCEIPTION _OniE�alma•+m: µ.•r /9�% 0W,11.W'..Stitt-.il..eiM .'.'J5,11N0N-(:t,ie06,F10.1' gSOGI(]tlOni Inc. iU[lil W.T[: 7 '+0.'.0 ?•Y :�r,•>,1•I:L'snsjarl-1 Io.fnn:{xsjnro-.,s•, a�iry VJa:)Er;7;lda Orive z .'!.._...._,._.... .�O'•, F' ••`i`'�: r-msu:uu�c,auoLc,m Palm Q7 _._.__.._....... ...................I pr2A'dC r•IC Ne:a n 3eocn. P. s ... Fo�•....... .•'��r-------- vu.lw R.11Lur Jr.F.E. , .._..i �0-164 Grr OhFiL .1j' �Sloi,,rUrtE/'L)+Tt. FLOFPaO u�. b•441E s rNtLl �., ron sthL. SL'!;L 0 t_._............ 7 OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 18 ,+,' SEE NOTES ON LOCKING RODS 7® HV LOCKS®o. . .................. I . I F------ r INSTALLATIONS W/ (1) H V AND ALTERNATE HV LOCK 0 ON SHEET 5. OUT j 90' ' �' ; (..`.,I N......-� I IXISTING CUSS - _f **B',ADE SVLN DETAIL Mr IS VALID FOR ALL BLADE W/ H ER V CENTERMATES CENTERMATES APPLICATION WITH BLADEQl (,2 OR i2 • � I ;_;r� �. _- SEE END WALL CONNECTION t ; { I I I- Qi• $oR©,o°N 1©,©°N L-EXISTIIJG GLASS DETAILS 4N SHEETS 10 & 18.....'.I ®�®°R Oa O°R�'� 7 3 1/4• 7' 6 1/Z" 7. (EDs3-Ts ALLOY) ALUM. OPPOSING ANGLE W/(2) 1/4 B IAPCON �. j ,/z. �,©,® 5 .... _ ........._............ ....... ..... ..__ ......., SYMM.ETRYCAL ANCHORS TO CONCRETE CENTERMATES ' (TOP/BOTTOM)e- yTox3/a•S.M.S.® Iz• ,' CENTERMATES MIN. SEPARATION (i)#1Cx1/2•S.M.S.70 TUBE i I O.C.FULL LENGHT. ,. t Wf HV LOCK :7 door 9 W HV LOCK or To CLASS ; AT EACH ANGLE.(TYP)� - (SEE SCHEDULE i N ) SHEET 11 IN 1) I ' ' .......... ...... L................................. -..._,_1.... - - ... ..... _- _ _.._ _.....- ... ._.. . - �I ! ... s +_. I _ 1................. ...................................... ..___....._.._ i IIa ---.............. a (_ --- _ ._._.__._....-• I - - r a`�. I i y � Y. t�s��* SLl y � � r _ -1 + 90 I ! �r �,w •. ; � ." `��=�,=��,,���.� 122 a r '3 .—.....—...�......_l.}_,......� fi �,/2 .........._......._...................... 0°N®«©.�GN®°N10 •13 a gyp " 1O 2 °° HVC H VA H V B g°N 6 7 a 8 ox 1 Q • 3 POURED CONCRETE OR ©'O'�T"'©•O•18 ......,_. _� ©°RO -EXISTING GLASS BLOCK WALL RED ._._ _.. O•15 © - SEPARATION - 1 1 REOU i EXISTING i ! SYMMETRICAL .* 6 '�'�°"©'�' 18°" MIN cLAss O Ou 19•� ''LEXI TINa i CENTERMATES 261 - -- Q.®oNQ«®°"®•O7 oR ro Coss (rJ GLASS I - ,t I -.....__._.._ * .../ ,..v__ -1-- I N`� SEE SCHEDULE \ J I W! HV LOC >6 OPTIONAL (ON SHEET 11) - (INTERIOR) MIN. SEPARATIONI. ® a f/'11.. i ��. ` r— _.__. ......... ._.............................._ TO GLASS )) _ .... .. (SEE SCHEDULE , I N I OPTIONAL ,f.-.+ I _LI�......�-..............-...d 9._-o?-'?_.._-y..........._...._ •G .fI '�s'T.. {/J��(.j.J.k •(`.�_,< I ., . .. .. .` ........._...._...�jf .. aON SHEET It (INTERIOR) .__........ ... ............. � [0V � . 'C'O1.N6/C RUEI.CE ANCHORS Q T J _—-—Wit 1 E_ VARIES\ _ T vs MAX.SLACK (EXTERIOR) HVF*HVE . /•'+�, HVD FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone; `�,tlj(II�I I I I Ilia"0A 02020 TILTECO,INC. -_ 02020 ECTERN METAL SUPPLY, INC. ���`; � „� BERTHA HV•-R•. t I L E C A cordi Shutter System s iac. w H.V. BADE#1 W/ORnW/JO ITV. Yv1ND0 J MADE PJO.44 American Shutter Systems y,K- DC CRIPTION m TILLIT TESTING & ENGINEERING COMPANY 'r s _-pnrE DRAWN BY: N.P Association Ina ono i�_Toi „ ..... zoic GATE: 7 z zozo STATE IF f { rL� 6355 N.W.361°.St.,5-]5.NRGINA GAROENS,FLORIDA 3318! S ft'. tA,ti f 4268 Westtcads Drive Ph-:(305)871-1530.F°x:(305)071-1531 s OR G o .,"40R1 tA,.' °-mnl:NR6°ouuol.00ro West Palm Beach, FL 33407 3 ______.__............_ .............._ _-....._ -_ 20 —164 WLA TILLIT Jr.P.E FLORIDA -_............__....__ .............-_.._- — AAiA S/ONA' E•'V.... L/SIGNATURE/GATE ORI u°.p;<167 6 ....-_......... . -'--.._.._..__......._....-..__._........._....._ SI48ECT OF 20 AA77ATmu1N,r�1EC SEA ALTERNATE INSTALLATION W HV "T" LOCK 30},z HV MALE/FEMALE "T" LOCKS CENTERMATES (28 29 & LOCKERS Wf (1) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 __ INSTALLATION (1) HV BLADE W� HD CENTERMATES -- I.......,,_...I�..�..� EXSrItIG Dus6 I 1 ...44..E LOUT I i j IN i/ d�E OSWCK SNI.F HYI INDICATED ON SHEEf� i ! y FINSIALLATION WELL AS DNNEJTSAL r10.i11NG BLADE®DETAIL NDp-MVD. I 1 , ®n©•Onb 1O•�n _.DONIWSSHEET.NAY BE USED WITH MI$ALTERNATE oEwl.Hvc sHowN IN rws SHEET. SEE END WALL CONNECTION, li 10•©n©•�®.©n "'—' DETAILS ON SHEETS 10 & 18 2-.7'.1/.'.0'2•• ��./ I ®•On Q•©n� �$ A"`'liNc as 1To°m1'rcnEiE I /lows/4•S.M.S. lz' (OPTIONAL OoP.S.TIDu1A r• v° L------......................---- "---- --- 01110.l r sus To roDEI I I --- 3 I D.C. ur. ( Al EACH ANC E.(M): I /�` PULL IENC IN Taii_ti),I fII:.•.r,t.._...j:�s.._�".,'_:f_.. �W 1}-•-�;\ 28—�,.;'`;i)...... Lr A.,., 29 . ( H.V. 4 HV „T„ NI LOCK (INSIDE) PINS(TP5 HV PINS(T TP)......_........ .................................. .......... _ —...... -................ _..........._........ . .. .. .. . _ _...-. ....... 0 .................QL21�__..s —-;-- _. . _ . Ninv ro SxEPc uNAiPE.:A.w�.N i �ON ` ".4.-_.. .......... FFjjL_.:' ..— ...,..,(� J_ .... ...... .. r 4_... `t { C _ , ........... ........ .. 3o o ( 1431aR'3OU 31 oR 3 l ,« .�ji_:'• ;..1/4" 0-20 x 1 1/2" S.S.M.S. e�, ,35r'� -� (ornoNAL) ..EC NOTE B S HV LOCK ✓ � w `' _ - ... L"OK ON SHEEP 5 It .• / 7/gnu x 3/32" wlNcwuT. (DTmoN.a)HDB—HVB OUT HDC—HVC _,,,__ HV "T" LOCK (OUTSIDE)- 26 SYM.M_,ETRICAL.,,HD,_,_CI NTERMATES SYMMETRICAL H,D,,,_CENTERMATE.S - ------- HVC* 'N/ :S' LOCK (�XT,ERIOR, W,L,...?d LOCK (INTERIO-R) (2 SERIL5 ALLOY) ALARGE F 2024-i]A110Y LARGE FIANCE THIN 1 6 7°�8 n 10• 3 n 5 NUTSE PART 1 0820, O ®n©•� ©•©n AS S M RT.TNUFTRT.0 FRY AVUEL CNERHY 1D• 3 m IEXTORN,PAq,4PPENY.NEW JERSEY ,. ©.O.©n©•7O•®w 07054 OR EQUAL. .....,......_..._............._...-_..........._............_._._..__........._..._------.................................._............................................._.....� (3} 0 �'SEE nOITS ON lOfxOID kDDS]�4 Nu(3 Locxs ON sncxl 5' J ,..._._ij. �r L-0 (.�'•; mm`7 ##uNCEks+L noAlwc elA4EQDCIALL Nx-Nw Is t. 1 vNn roR ALL axlEkwres:rruumNs wln+uvac Q ... .............. ................... ..............................I............. _.._..._._ —_.—.._..__._..—.____—.�.__..._.._.. HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 0202011LTECO,INC. 02020 EASTERN METAL SUPPLY. INC. Oil BERTHA �:• \\GENS ''..< c:, e Accordion Shutter te ystem _ :. �I L E C o L k�. ,1 e H v BLADE w/OR w/o RV. vrthmcAN BLADE No.44117 : -W, ._.. __.• _.....- -- _) TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y tEV.N DESCRIPTION _DATE �(1F1AWN BY:__N.P * * �'tl�/��'Z7•�'�'�'A 6355 N.W.301A.St..SI..3D5,iIIHMMA GARDENS,FLORIDA 33IEt Association, Inc. 1 OLE) 17-107 •/2/202 DATE: 7�2�2020 a'.as, , STATE f Ph—.( -15 0.F0A 4268 Westroods Drive z ]05)871 3 (305 R71-1531 ;'lV J: ` DRAWING No °-m l: 00067DDLccm West Palm Reach, FL. 33407 s CA-FCDHtt:.• �j,`..........._._................"— WALTER A.IWTt Jr.P.E. A ._.._. ZO—�64 �'o„SSIONA e 4?'SEAL/SIGNATURE/DATE FLORIDA Lic.$44167 6 9 OF 20 POURED CONCRETE POURED CONCRETE U D CONCRETE POURED CONCRETE OR TE TE PO RE . ........ CONCRETE BLOCK WALL OR CONCRE ......... OR CONCRE ......... OR CONCRETE 0 BLOCK WALL REQU,RED 7"-- REQUIRED i BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCR6E ANCHOR.. EXISTING CLASS > 2-MIN/ EXISTING CLASS ;511 MN.SEPARATION SCHEDULE ON SHEET M!N.SEPARATION I —F­­_-� z WN 2"MIN," To.SEPARATION CLASS(SEE TO GLASS(SEE AN.SEPARATION CO 14�EQ TO GLASS(SEE 11 FOR BLADE(DAND TO CLASS(SEE III i iEDULE ON SHEET T So B­,�- 'KEDULE ON SHEET I 16"x3 MAX........... ON SHEET 19 FOR /�,i I SCHEDULE ON 9HEET 11 FOR BLADE Q AND 1 FOR 13LADE(DAND (6063-T6)CONT. BL—KXS[D 11 FOR BLADE OAND 'ATE A _T 19 FOR ALUM. CLOSER .................................- 11 SHEET 19 FOR 1/2" ON SrELT 19 FOR (LOCATE ..................... ON SHEET BLADES 0&(0) CA 1 2 BLADES(D& EITHER SIDE PLATE. (LOCATE wDES 0&a SIDE M'N AT EITHER SIDE MIN. 192A ................................... ............................... OF(40) 2 1 .......1 4 USE I'OR 2'MAX. In �D 7, AS APPLICAULpE)ANGLE 2"xLlE/8"x0'- #10xl/2'S. S CLIP Lj V 2' mo:C., J,' ALUMINUM C a 16- 1;......... G ir",D.C. (6063-T6 ALLOY)AT MIDHEIGHT 04 , (1) #10.1/2"S.M.S. IO(D&' i ........................... (2)1/4"-TAPCONS ANCHORS TO ......................... C5-) N, WALL AT I'O.C. (LOCATE AT SEE DETAIL X FO CONNECTION I OR EITHER SIDE OF@) OR (wlll\ SIDE CONNE �/f,OR SEE.DFTAIL X FOR I-N V. SIDE CONNECTION F (1)OR TO TRACKS SEE SIDE X FOR." 70 TRACKS CONNECTION SIDE TO TFCA"ClOS 10-0-0 0- (E' 10-0- ND CONNECTION DEOTAL END CONNECTION DETAIL(2) END L-0-NM�QDQNL DETAIL 03 END CONNECTION DETAIL [�O­UIRE-0-0-NLY FOR SPANS GREATER THAN 12'-0* ........... POURED CONCRETE OR EXISTING I CONCRETE BLOCK WALL C4 z--EXISTING GLASS C4)--REOU' ED CLASS _:R r i ( ... ........... SEPARATION TO GLASS(SEE —-—-—---- SCHEDULE ON SHEET MN.SEPARATION C OR(��)ORO OR TO CLASS(SEE MIN. ----------- 11 FOR BADE(DAND CONCRETE 1/2 SCHEDULE CN SHEET ON SHEET 19 FOR ANCHOR 0 ..................... I I FOR BLADE(D AND OR OR(qOR(3 4........................................... 0 C4N­ --------------- @ ................ N ELADESO&O 12"O.0'Z I SHIIET 19 I-or? CONCRETE; S ANCHOR ........... DR@ ID&10 w. ED 0 16 .......... D.C. L% wN. It....................................... .......... 1/2'41N. k 2'MIN SEE LIFIONS OF USE FOR EO ....................................... �(6DOR(�)OR CJJ 2 MIN. VIEW .......... .......... BLADE ON SHEET 19.................. @OR@OR(qOR(j3OR(g _Y 5) V F (f'OR PLAN OR DETAIL POURED CONCRETE OR _­­............... C014CR-LTE BLOCK WALL END INSTALLATION REQUIRED (T� H V BLADE O�V WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL@ .0.0 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02020 IILTECO,INC. 2020 EASTERN METAL SUPPLY, INC. BMTHA HVI,i E A ccordion Shutter System E C�O , ..7T71�T A.S.S.A. No.4416, H.V. 9-Aa#1 W1 OR W/0 RV. WINDOW MADE American Shutter Systems DESCRIPTION DATE DRAWN BY: WP TILLIT TESTING & ENGINEERING COMPANY STA'rF ,F 6355 N.W.36th.S.S­N5.MRONA WDENS.MORIDA 331., Association, Inc. I OLD 17-107 DATE: 7/2/202F ................... Pho­:(305)8 1-1530.fcx:(305)871-1531 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 3 C-0006719 4 20-164 �ALIFR A.TILLIT J,P.E. FLORIDA Uc.#44167 5 1 SHITET . .....I A P.%\SEAL/SIGNATURE/DATE. I — .... . I'_6T 10 OF 20 SCHEDULE NT S.CHt=D.Ol,.E...12 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-° * MAXIMUM SHUTTER SPMI 'L4•" MAXIMUM SHUTTER SPAN* (ft.). FOR INSTALLATIONS W/ CENTERMATES. @ & ® or or OR L-" W/ FOR INSTALLATION END !.N-QTE5.L MSTALLATIGNS W/) r 5R "L'"1(ft.) INSTALLATIONS _ --�— VJ/ ONE H.Y. LOCK ® or or or f OPPOJ., ;a.Y.. cETC ,A....._�.EN.1E.$t11 T CONCRETE & ® CFNTFP,MATrS 1. & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK E.. ® & W/ CNE HV LOCKS "� MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. -..._.__.._...._ CENTERMATES & W ONE HV T" W NO LOCKING R005 ® OR W/ NO LOCKING WALL A, B. C, D, E, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE ® "r / �a / ODS M. N. 0, P, Q. A.S.D. DESIGN PRESSURE RATING. LOCK @ W/TWO LOCKING RODS vV TOP & (SEE NOTES t.tt) MOUNTING � F. K & L R. S, & V. 80i TOId-{SEE NOTES ,tt i (VALID FOR MOUNTING 0I------- ,,,__„_,•- SHEET 7) FLOOR CEIJNG 1 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR //+�, CONCRETE At Wood / C, H, 1, 11. J T. U. W & X- WALL MOUNTINGS (TOP/BOTTOM) OR FLOUR/CEILING: u.xluuu CONCRETE&WOOD INSTALLATIONS V MOUNTING uuawu IM%INUY CONCRETE & M A.S.U.nmrm wPN o R IN>T Yi NIIN w6Jl.S-E INSTALIATLONS --- GNEN A POSITIVE.A.S.D. DESIGN PRESSURE RATING, FAESSuaE WALL MOUNTING FLOOR/CING vpeTI.., WAIL MOUNTING vpr55uRE Metre MOUNTING pwn:.c & OOHING FLoaR/CauNG uOunTWG DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. FLOOR/CEILING MOUNTING (o-aL) OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. .__......(f.........L_....„....................................._......_..............._ .... ...RCOR/WALL,MOUNTINU._ DETERMINE MAXIMUM SPAN 'L-•FROM SCHEDULE. L+ (fl) l-(fl) I+ QQ L-(IQ L/ fli l M(ft) L+ (11) L (9) 0 MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR 30 OR LES: I6 0 1 I6'-0" 16 0 16 0" 30 16 C 16'-0' 30 16 0 16 0 INSTALLATIONS INTO J" D TO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 Pet A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L{/'AND 1--.3J 11 10 14 1U IS 2 16 0 35 ,4 10 14 1C 35 15 2 16 10" - 4G 13 10 13 10 14 2 15 2 40 13 10 I 13 10 40 14 2 ! I 2... I IIII — "— (3) PROCEDURE TO DL�ERMINE MAXIMUM SPAN FOR 45 13 I 13 1 13 4 L 14 3 45 6 1 I ,3 t 45 13 4 -14 } t HV CORNER CENTERMATE (/3 MAY 9E USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12 5 12 8 i 13 7 50 12 5 j 12 5 h0 12 3 1J t MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 I I 10 1 11 10 12 1 1 12 11 55 11 10 L 11 10' SS I I 1 71 11' SHALL BE AS INDICATED ON MANDATORY CONDITION e2 1 ( 4 11 7 I 12 4 6O 11 4 i 11 4 60 10 2 10 11 NOTE#5, SHEET 5. OR GIVEN POSITIVE A.S.U. DESIGN PRESSURE ... ...... _ ._,._._ RATING: 5 1 it 1 t Il 05 10 10 {�10 10 69 9 5 10 I DETERMINE: .. .. ....._. .. .. __._ _- 7 10 6 10 6 tb 9 70 _....10 6 10 6 70 8'-9" 9 4 NS. 75 10 1 10 1 ,0 4 ,1 1 �, 7 10 I I... 10 I 75 - _' j13-g" • = FOR FLOOR/CEILING O MOUNTING iIC 80 10 9 10 70 0 ) 10 9 80 9 f0 9 ,0 ff EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. . ......... ... .--.,„. 7.....•.. ....... .............. ... .. ,.. 'I.-•AND MAXIMUM A.S.D. OES NO PRESSURE RATING FOR 85 9 6 9 6 9' 9 10-5' 85 9 6 ` 9'-6' INSTALLATIONS INJTU CONCRETE TOR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D.MOUNTING PRESSURE _ i 9 3 .B ..'I •g }- SHAL.DE LIMITED AS FOLLOWS: RATING. •• - DETERMINE: 95 9 0 1 b 9 9 2 9 10 95 9 0 B 9 1- CONNECTIONS TO KEYSTONE. MOUNTING __ .. „ .... I Lt MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8 9 8 4 9' 0 9-7 -• 100 -g g j g q LIMITED TO +64,-72 P.-I. AND 8'-U' SPAN, SEE L2-= MAX, SPAN FOR FLGUR/CEILING MOUNTING - .„-• _....-.. __-. _ .._______ .. 1... ..... MOUNTING A ON SHEET 7. INSTALLATIONS. .. ...__ _ B 5 77 .7 7 FINAL MAXIMUM ALLOWABLE SPAT: IS EQUAL TO THE 115 8 2 7 3 8 4 tl I1 115 b 7 7 3 MINIMUM BETWEEN 'Lt+". 121". _1-•AND 'L2-" b„D„.._ ...6 „ B 2 120 SEPARATION TO GLASS SCHEDULE 125 7 10" I 6 H 8 0 8 5" 125 7 10' 6 8" (4) GO TO ANCHOR SCHEDULE.WITH FINAL. MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.U. DESIGN 130 ,._ 7 8 MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7 r I 6 1 /-9 I 7 9" 1357 , - ( 6,=z=•_ WIND ZONE SPACING. taD 7 5 15 11 -7 , 6 ,40 s i s=,; ASTM E-1996 SEPARATION ...) _ - �_45.._... .._�'-3'_..__.._5'.-@"..... ._.7_'-5 . 7_J__ —_.145 -3• I V-g TO GLASS .... 150......... 7 2 3 5 7 ._�_-4_..L.�,_`�..... ..........1.]C 7 2 ....5. 7. i 5 T 0 5 s 7'-2' 6. 9" .........155 0 .....__...................51 THRU 3 �„ 6.- " ,,..._. 160 6 n 5 2 165 6 10 6 I 7'-0- ( 170 6 9 4 11 6 11 3{i 6 2 170 175 fi 7 4 9 6 9 6 0 17,5 6 I4-9 �....., _ HV BLADE 180 ..... fi 6 ,.,__ 180 6 6 9 8 185 6 5 ..... 6'-, 5 e' 185 .E 5.. ...4 6_. 190 6 4 4'-5 6'-6 5 6 _ . 195 ... 6 3 4'-3' 6'-5 5 5 2U0_.,._. fi t t 4 2 ....6•.-4 5.-," 200 ............6 1 4-2" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane', \NN"wIj(lip 1110", 02020 TILTECO,INC. -- ('2020 EASTERN METAL SUPPLY, INC. BERTHA H V T;; ,',�,P•• NS :M��� d IHG� Accordion Shutter System =.mac r No.-1 418 Z_'.__,.._ A �/�1 w/OR w/o H v. tMNDaW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems H.V. -' --'-"'- * t ,'�,y ..Q' rbt t%•I f",C> 55 NM.36m.St..$b.JUS.v1RUINW GV2CLNS,I1.Op10A 3316.' A9$CCIO IIOn� InC. 'CY;N OLU517-107 ?/Z/20Z: oATEWN 7/2/0MOW20•c. 6] a STA: OF Phone:(305)871-1630.Fox:(305)671-1571 4268 Westroods Drive --""""""""_......._ — '9�r''•,��0 ID�y��.�� B-mal;10006]�191�m West Palm Beach, FL. 33407 3 DRAWING LNo WAL.TER w TILLIT Jr.P.E. 4 .._..._.-..........................__ 20—1 64 °77pS��N`1�EE�,6L?TL/SIGNATURE/DATE FLORIDA Lt.#44167 s ' SHEET 6 II OF 20 MAXIMUM ANCHOR* SPACING (In.) SCHIFIDULE FORA GIVEN MAX. SHUTTER SPAN, A.S.D. DESIGN NEGATIVE PRFSSURF RATINGAND A CORRESPONDING MOUNTING TYPF FOR CONCRETE OR CONCRETE NS ANCHORS SPACING ND POURED CONCRETE (SEE YOUNTINcs A B, DI 1 AND' aN SKEET 6) POURED CONCRETE CONCRETE BLACK TAPCON OR wuNYu uWALL HEADER,MOUNTING (A)WALL HEADER MOUNTING WALL HEADER MOUNTING 'D WALL SILL MOUNTING .Dj WALL SILL y�OUNTING (Q�d4( WALL HEADER/SILL TAF•CON WITH ADVANCED SPIN W/12#. W/ 4'T ___ __ W/i7Tj W/(i 4, MOUNTING THREADFORM TECHNOLOGY (N) A90.DESIGN NEGATIVE PrdSSIIRE RABhC(IM 1,5�DESIGN Pg6511RE RATM i.A ABA,DFS2B1 NEATNE PRCSA'YE RATE'$,Q„ A 0 DES1_M NECAIIVE FRFSAIRE R171hC n!AS.D.CE9GN NELONE PR]SIWE RAW 4 D Df9G1 NEGAIM PBF39JPE RATING d .. !0}40.60 75{90 y1201 t60I 205 SO 140 160 1 5 90 120 160 205 30!401 b0 I'75 LUE TAP BO�120 1601205 30 40(6p 1 75,90 I720y160j 205 30 t 40I 60 75.90 1201160j 205 30 j 401 60}75?90 I120;1 W}205 AL...... NTS SOLID-SE7 14 12 10 9 B e fi 6 14 12 f0 .9 8I8 8 6 14 12 10 0 0 616 6 14 I12 10S9}B ' B a - 14 f12 A.10 B B e SS e 0 8 B B1B ]'S.5 3�-U" i{ 12-1U 9 B B 1 6 16 14 12(10 9 8 '8 8 {6 14 12 101 9 B 6 }6 6 Ti(,12.,1,10 B 8 B T B 6 14-I 12 10 "9 B 8 6 6- B 0 4 B 0 1 B B B 8 TAPPER+ ~A OR lES'' 14 12�10 1 9 B .B 6 1$ I4 112 10 .9 B .B 6 }6 14 12 10{gW B B 6 6 14 12,10 9 j g 8 B T J 14 12 l.f0 j e B j 8 1 8 I B B B g 6 8 8 B 6.5 ......_ 10 9 B 9 6 t 6 14 t 1x 10 B 8 6 t d 74 12 10 B 8 B B 6 14 12 110 9 18 b t 6 }- 1i 12!10 B !B i B 1 e B fi 9 �B B�� B_{ B ] 14 12 10 B B B 6 1 4 1{ 12 10� B 8 6 6 14 12 10 9 B 0 6 8 f4 12 1 10 9 8 7 1 14 12!10 1 9 8 7 55 B B B B B �7 5.51 7....._.. ..._.i ...1_ 1 _... I _.1... .7.._... 1 1a 12f10'90�8 .61i14'12'17 9 B fi1�6 '�8�1t ,210916 B 6 6 14 i12 109fi 815.5i- la 12 101 I9 !0 j..fi..i.S .8......e ...tl. .T..B_I..._g.. "g" .. .._...._...... .............._....... _.................. q•_p ...__._L2. ..................I.................4.........1................._._._. i y...__..T4..._., 1 C4 12 20 9 1 8 g <4.S'- 1{112 i f0 j 9 6 tl 6 1 4 14 12 10 9 B I B E 6 I4 12 10 t 9 6 B I 14 12110 0--9 1-8 16 ! -g j B '�g� I/ 12 10[9 4 e B 0 4 11 12 1D 9 0 B 8 fi 14 12 10 9'Ile" B 6 B 14 112 10 9 B 8 - - 14 12 10)A I B 6 6LLC 0 0 B g 8 0 �_,.5.5 ._ 11 12 10 9 !B 1 e 1.5 11 12 f0 9 B B i g 1}5 f1 12}10 9 9 1 B 6 t 6 14 12 10 B 75 - - 14 12 10,8 :75;5.5�- 8+ 8 8 i B;7.S155 4 ,J 1 - ............_.. 1 ".-14 - _I q' SEE ANCHOR 14 I12110t9IB 18 45 14 2 10 9 018 !6 L3511 12 10 9 B 8 -a 'a 11 1210 9 Bj7 11 IT 10�9 8 B 6 8' B BI BOO BB 8 $•-D• 11 i 12 110 2 9 6 55 14 i 12 110 9 6 8 t15 11 12 10 9 B r8 8 #5 14 17 10 9 8 J 3 11 12 10 9 1 0 7 8 B e j 0 B 1 7 5 i SPF.CIF!CATIONS 14 12 r10 9 B B 4 14 112 f0 B I B B '6 }5 14 12 110T B 6 8 6 #6 14�,2 110 1 9 8 ;- - - 14}12 70 'B !d 75 - 0 B 9 �B"i a 7.515.5-_.4.. ON SHEET 13 14 112 10 9 tt 6 55 3 14 12 10 9IB B 14.5 14 12 10 1 9 6 B B -6 14(12 85175 4 14f 12 95 75 65 a5 " - B' 8 1 8 7.5'6.5145 ]5 14 1R t1019 18 I551 L 11 11}10 9 8 8 (k{45 14 12 10 B B B 85 14112 t1019 e { 14112 f0 9 8 g 4 1 1 g'_p• I .1. I ... .t.... i ._ i I. (. i B� 8,f B 8 8 B B 75 14�12110)9 8..1 3_i I fa 12 110 9 g d_I _ 14 t2 101 9 B 0 55 SS 11 I12 10 9 45 _ 14 12 fo 9 73 1 I B( B B B ]SUSS 1 J 14 1211018}B IS t 1�112{f019 -86 }-4 - 14}12 i1OI 9 �B 8 }6 S5 11�12 "10�915 - - fa-�12170 f9 �B 451- 1 Blfi 8-'9�-B 6I45I 14 tx!10 91814 14`12 T10 B .8 6.5)] - 14li2 10I9 B B 8 14 12 8451 14 12 06.553 - 8 8 B 655.5 4 3( 7,-0" 14 1 12}10 9 j e 14 14 112 110 9 (! 65 ] 14 i 12 10 3 9 d 8 6 14 1 12. 10 9 !8 14 tI 10 9 B 17 5 8 B 8 1 B B 7 5 1411211019 45. I I14I12 t10 9 8 4 -14{12 I10I9 B 7 4 14 12 I10 t55- I Ti. 2 B 6S B B B B 65�9 35j 14 12 10 1 9 7.5}75 Id 1 12{10 9 0 6 14 S 12 110 9 .8 B 6 11 11 10 B j i S 1 14 112 10 BS 7 I d 8 B I B 7 1 4 to 112 10 9 55 J i 14+12 j10 9 0 45 19 12 10 9 B B l4 11 7 1 T 14 11 7 55 35 8 B 7 55 45r75 Ti, 12 i f0 9 55 1♦ 12 1ptP9 B 45 14-12 f0 9 8 B ( 11 R-0" ib ft2 toWiSS 3 i4 12" 7oj 5 B 1 t412�.t0. B d ss - - 14 i2 B5 3 t 1 i! t2 8517 14 I 'I •auSEE FMI'fAONNS EETUtS FOR ii 4 1 _ I 1 I 8 .B B} 7 55 4 1 0 1 14112 10 9 5 1411T#10 B.#814 � t 14#1210 9 B B1 ) 14 1295 14 12 95175115- - 8 6'i BI75 6 /5 f1+12 10 65 /S - 14 12((f0 9175 11 12 10 9 8 i Ia 95 ----1(f}(f}({}---{{{,�J� 13 BS fi5' S - 8��51G54 51 1a 112 10 65 1 I.. 14�12(10 9 175.j 4._ i 1412 10 9 (-B"I (� 19 12110 5 t ' t 14 72 101-b (SSE ""-(- B e B B 1Ij65 6t J.. jI 9-0" 14 312185 4 14I 12 10 9 145) .._ .._l 14 t 12 10 B �75 ( 14 f115145 _ to}115{75 e l e I B I75 6 3.�4 I{Ilx I10 6 s 14 i12 t10 917 '- -� 11 12 10 901 I' 14 it Jo.. 1 14�112t8 �65 ( I Bf 8� 8tBS 53 1 t' 11 12 95 5 35 14 12 10 9 SS i 11 12 10 9 B 1 IS#B5 I t15{BS SS ! ( B B 55 4S 3.51 10-0 11 1295 5 }5 14112 10 9 53 ( 14 12 1019 l0 14}12 7 _, t 14}12 10 75)5 I - BB B8 7.5l IS 14�12 5.5 ] 14 12 IO 6M-] 1 14 12!10j916 14105I3 ! SSISiJ5t I- ... .._ EE to 112 9 a5 } 14 12 10 B 51' I fa 12 10 9 }BI 1<i11 i4 I1 75j Bib 7.5 G15 } 1 I 14 12 7 14 T t2 10 } 14 12 10 ! OS B ! t05 B S 1 i B B 5 4 35 1 i l•-0 19 12 7 i 14 12 10' 1 .1 11 1 11 l0 14 12 4 } � 14 E1211a I } 19 12 10 1, 125 95 6 "i 6 8 8 5 11 ] f4112 65 { 14 12�f0f j t } E 14 12}7pi # 35}il 1 14 10 ! t g 8� 7 55145 14 12 55 S1'1 12 I10 _ - '- -�[ 14 12 10! - 9 9 7 35 T } I i + f B 7 45 ]5 3 i I.}1x s3t 14`12 iot a 1z!ln I t 1.4..# ! )' 12,-0• ft ft1 I 1 12 10 1{112 5.I ..1.,- 14�12{g_` ��'" -" i 14(12j 101 S1 � IS BS 41 } B 8iSs14511- - 14 1 .I.4. _ 'D ._ I. ..1.-._I ,z ,5 - , ( 25 5 I r i.5 B 6.S1a5}35t 4 1; HV BLADE OR 1; HV BLADE z 14 u - - f i- 1a izE } 91fis� j- 14 12 1 14 112 �-I 14 12t 7 Ilt 14''12 it 1o}='i ,. }.._ .r. la.}.72.j# �__'. _•'=-T a iz� ..1 i _ # 1 ..-_. e€ B1a g .B.I45 .... '., - 14 12 i t l 4t12.7 ,4;;2- - =1=` l I DSiB B 6}5 4 35� i # _ _f A HV WINDOW DE t 1 1 1 S T 85 B 8 I55 45 14 12 14 12 I 1 14 12 - 14112.I... t 1 , 14. 12 I 'I 14 I�Z. I ... )7 i 1, 3..__,..1 14 T1x 3 t 't_'t B 6 4 3 'j{} f} W D BLADE 14-0" i4!7 .f �-_^ 1.<_}.17 I,...:. i I,. [ 11112 t ..�. 101�_�.-.� i _ L._.,10.j..75 _ 4 i -! .g )r.r 5 1 4 i J5�1 I - 14 112 1- - } 14 12'_ 10.5 4 I i - _I WORKING IN 111. ...,1 14. ._.1... #._�. i...... ...s 1l ...I. ]( ,....... ON 11 t I 14 I I 1 14 14 - I t I4 1 e 0 0 ]1 7 1]SI 1s'-o 1 .I .. 14 _r__t..-.1 ,a r = '. _L 9 I I-.1 s .; _.I e! I 8 7 1 74 t. 11.1.. ..}. 1 14. 1 } 1075 5 t.4..1. 14 14 1 ) 14 1 71----• ] T ] # L B BS ]d5 I 14 i4" #' 14 - i 11 ! 1 7i 14 I y 751 ti 3 16�-0• 141 ,.. 14 1 t4 ..... - I._..� €._,y Ba .._"�_ .._.I. I I=,0s.1_.:._ .._ 14 t- - }- ! 14 i } I- I 14 ORIDA BUILDING CODE(Non High Velocity Hurricane Zone %%1111111 tT�144, 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. T'% BERTHA 11f + _ Accordion Shutter System Y _ a a.;�_.�-�__�___..........._�y H.v. E31.nDE//1 w/OR w/o RV.H1NDO14 I�LADE /= American Shutter Systems - * TILLIT TESTING & ENGINEERING COMPANY AeeOC14711AT PRAWN p .P z STATE( :4 Phone ( - )671-1531 1 """""" I EV N DESCRIPTION-v 0_E u j 6355 N.W.Nth.St"Sr,305.VIRGINV,CAROM,F_0RIDA J3 G1 OE1t Inc.II1C. 7 OLD I/-107"^"r.�2/207, DATE; 7/2/2020 y 305)e71 1530.Faa:(305 42D8 WeslroadS Drive z F[ORIti'� •.•�' -'-fl:Ntle..0W.- West Palm Beach, FI. 33407 3 ....-...._._....._..._--DRAWING D WIN No C� , u-oo06719 FSS•.........N` ._.........._.- �................. 20-164 S� WALIF.N A.TILOT Jr.P.E. 4 ''n„,�IONAI 1�```�SEAL/SIGNATURE/DATE PLORIOA u.. 44167 c 1 __. "_ ,SH 12 OF 20 MAXIMUM ANCHOR* SPACING (in)-SCHEDULE FORA GIVEN MAX. SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS_POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESGN NECATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INM 1IATIONS (SEE MOUNTINGS E.C.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED OmMiL EJOMMOE BIDCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.f'c- J ksi) MAKIMw (K)WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.re 3 ksi) SPAN __ ..... ANCHORS ANCHORS SPACING LEGEND - 1 4 0 x J 4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min. VC- 3 ksi) (}U 5.0.DEAN NCG11Fr PRE59NE RONG NM-'7 AiA OE59d7 NECAINE PRESSIARE RA1k7C SD.D61GN NEGITh PRFSSIIRE M794. I) .� - 1/4'0 BLUE TAP CONCRETE ANCHORS W'/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. (Min.rc-2 ksi ...I. _....... ...T.. 1......1... I... .,N ..... TAPCON OR ) 30,ao 60I75I Bo 720i160�205 ]0 40 eo,751 90;t2D 160 E205 30 40 BON 75 8D 120 760 205 - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BO-T&SPECIALTY COMPANY OR ANY f 1 12!10 9 1 e e 6 5 14 T2 10 9 4 8 a 6 6 14 12 f 10 8 e B 6 6 TTAPCON WITH ADVANCED OFORM TECHNOLOGY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Min, f'c••3 ksi) J•-D 1{1 72 10 9 B B 6 6 14 12 10 9 B C 8 i fi 6 14 12 i10 9" B{BB t 6 ._.._.____„ _._,._.....-...__........ s s ALL POINTS SOLID-SET NOTES: OR LE55 Id 12 110 9 B I B 8 1 6 14 72 10 „9 1 B B 8 6 ti 12 10 9 8 e 6 5 ID .-- .. ..i... ........f.... i.... ... ., ,.. I .-....J.. ,._......_._f la I li:10 i 9 B 1 8 1 B 7 14;12 10 1 9 (e I B 1 6 f 6 14 1 12 10 1 9 B B t 6 1 6 BLUE TAP W/CAP At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREAUFORM TECHNOLOGY ANCHORS AND TAPPER+ -+-.--+- --•----- -"" ANCHORS IS 1 3/4%AND FOR BLUE TAP W CAP ANCHORS IS 1 1/2". T /to 12'10 9 8 7 5 3.5 11 1 12 f0 II e 0 i 6 8 APPER4,,,-... ,5. �.. 74`:12 i 10 9 .8 B 6 5 14.12 1 70 9 8 B �6 16... 14 112 10 9 B B 16 7 8 fl i li 15 ..9_. ..B......B_. 6 ... .... A2)MINIMUM EMBEDMENT OF 1 4 0 x 3/4•ALL POINTS SOUD-SET ANCHORS SHALL BE 7 B INTO THE POURED CONCRETE.NO EMBEDMENT 14,I 12 i,lO.1.9 I.8 '.0 1,6 4 14{.12 10 .B B..!.e,j 6,. 4.5 ,14 112;f0 19`f`,e c 4 7.5 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!12 110 9 18 8 6 15 14 12�to 7 0 B B 8 �55 14 1 T2 110 e 1 B B 8 45 ---- ---�-' 1"MINIMUM FOR WALLS WITH NO STUCCO. 14112 1019 175155}35! 1{ 12 1019 B B !S.. 5 14 I12 10 9 07 5 d SEE uurtATl0.vS OF USE inR BUEIC ON SHE I TA� ET e 14 12 10 9 B B 6 8 14 12 10 6 8 { `:Y f 1 { I 3 ,0 8 55 14 12 10 9 sj 8 6 45 _� A3 IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 11,12,la 9 e i 7 l a 14 12 to B 8 65 5 SS 14 12 110 8 >6.5 3 5 35 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON (( ..__ 14412 110 9 B 175 t . 14 112 10 9 B e 6 45 1q -12 fo 9 8 {6 5 75 NOTES A1)IT,0.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WfTHOUI'METAL STUDS CONSULT THIS ENGINEER. FOR 11 112 9.5 7 5 i fi 5 5 14 72 10 9 B 7 S 5 5 a 14 12 10 9 8 6 14.5 _ INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. B•-D 14 12 i 10 1 9 8 B 8 14 12 10 1 9 B l B i 6 1 5 14}12 10 19 T B 65 S I35 Iq 12!1 i0 B 75(53 ] 11 112 10 85 7 f551 4 ] 14I ti B 651i55 4 ].I. (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12To 1 B 8 (6 14 112)t0 9 B 1165 15 137 i; 12 10 BS 'B 1 5 4 7- - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12.8 65 55 r3 14 712 f 10 9 I B !65 4.5135 to 12 10 B 7 i 5 73 ] - 1/4.0 x 3/4•ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT& SPECIALTY COMPANY. 7._p 74 12 110 9 B f B 1{{72 t0 9 B 7 5 4 1J 1i 10 B l751551 4 1 J - 1/b:0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACIURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 Io i B 65i 4 14(12 7 9 :7:5;6 45 ]51 14 105 7 5514513.5 i - :/4"0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY } ""' OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 ti 10 B5 7 4 { 11 12 t0 9 75!55 4 19 12 9 3 7 l7,5 a5 14111~7 55 45( 74 12 10 r9 75 t55 4 ( 14 121 9 17 6 i4 5 3 NOTES: r li li 10 9 8 ;65 -.14 12 10 9 0 16 4 t l4 7P f0 8 (yf.65 5 35 B•-0 i 7 - ! 4 - 9.1)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 55 3 14�121 a 65 55 1 J 25 95 8 5 4 3 __. 14 12 I9.5175 6 i fa 12 95 B 65!5 Is -ii tl B}65 a I- WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 05 6,5 5 J5 { 14 /2 i tD B 65 5 1.7.i la 12 L 8 85 5 4 ! .I B.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOUD-SET ANCHORS SHALL BF. ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 9._O f4 ti 10}9 B } I la 12 10 i IT. I 14 11.2 I85 7 55 4 I EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 7.511- 4I 14 11 1 715.5 5 35f-{ 11 B 545 ].5 EXIST,AND MINIMUM FOR WALLS WITH NO STUCCO. la 12 B I65 451 I 14 12 8517 55 / i la 10.5 i 7 1 5D1 6 45 I15 85 551 a 14 12 I B 7 6 45 14 11 7 55 4.5 ]5' I I B.3)IN CASE 71 AT PRECASL STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10-0 14 12 110 t 8 75 14 12!10}8 65 5 i T 14 12 B 16 5 4 I ANCHORS Sw111.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 1057 5 35 1] a5 t65 5 6 3 l0.i3 a ] ! ) NOTES B.I)&8.2)ABOVE.FCR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5E 55 - Ia!775i 9 6 5 4 25 9.5 6 5 14 14 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 1IS:8 5 14 12 8 65 55 4 t3 10 65 5 4 3 11•-0 14 li.!to S t i4 t2 9 ( 5 ♦57- l4 ilo57iff 7 55 45�351 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125785!5 - }- 12 9 1 6 �4:5 a 3 I- 9 7 745 V4A i 3� 14 1161 7 { 11 1.: 7 5.5145 15185(55 a51375 i (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 45 1 1/ 1�ii 6 T 12 9 16-T 15 a 1 7 12'-0 a l 1z l to } 14 12 8 !B.5 t5 I. '� - _. 13 10 165{5 4 ' i. . EDGE Df.,TANCi VERSUS SP.6�1N...� HEP.111 foR..AN H0.R5; 115185 4.5 i 1 11 B 551,{ 3S! B 6 4 13 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATEO,REDUCE ANCHOR SPACING .. ... ..... r 0.5. B { MULTIPLYING- -•-`_i f_y_ i_ - - , 5 {- - BY USPACI SPACING SHOWN ON SCHEDULE 6Y 11+E FOLLOWING FACTORS. MINIM. 5.5 j 4.5 i- - 11 18.5{5.5 1.5 fT-3.5 j-i- - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS 1H/v MINIMUM SPACING INDICATED FOR cACH.ANCHOR TYPE. 13'-0 ucii_ _ I 1 to 115756 5{ ti,t9 I6 145i{ FACTOR 10 5 0 . { 10 7 5 5 4 ] ( 7 5 S S f< 3 ACTUAL - - TAPCON WITH ADVANCED tz5 es 1i2 1 9 6 4.5 4 i T- 95 7 j s 14 i EDGE TAPCON ALL POINT SOLID SET - TAPPER + ---- - -L-.---.-. _ !"� THREADFORM TECHNOLO BLUE TAP W/CAP .......MIN ..__ B 8 13 95 65 5 ( O.... 5 i 1 HV BLADE OR DICTANCE --- -.- .__�._.. -....... SPACING _ ( { �� ti............_..... _.. i4112 '" I - E 14 lO5 7 551 i- li 85 SS 45�- 1 y"� '�` E.D. _MIN_SPACING=1" MIN. SPACING=3' MIN. SPACING 3 1/2_ MIN.SPACING J 3 3/4" ! 4- - 14-0 101l5 N i f ! i 9 7 /S 35T i i 5 35j] ! l� HV BLADE W� r'OURED CONCRETE& PpL, ( E �� POIIREO CONCRETE k-}POURED CONCRETE&fOUNU CLr1031E Lag03lE BD.^.0 7 51 B I - 1 ( 11 8 S 5 a 5 7 B 6.5 1 4 5 I- i ( CONCRETE BLOCK M71 E0. J 1 2'f MN.ED.•2 1/Y� CONCED BLOCK I CONCRETE BLDCK :MN ED.•J 1 M 2 I/2• 757 - i ., t2 t 9 6 95 7 4S1 .1-AI HV WINDOW 3• MH E0. ] 090 / MN FD ]I%i" MN ED.•3• i 11 f „10 10 i 078 1 I.0 084 10 1 s._p 14I i z (tD ss ! os;:e 5 1..mm- _, a __. BLADE WORKING .. __ .. . 9 I I ES}65i 4 ! ) 65 5 3 } { 2 1/2 OBl 10 - 067 16 t0 I I ! i 1054 B 5 i .`...` 05 6 1 i.._ 7 ,... j .. - ..051 7 I I ils 5 55 1 9 65 45 ..... ... �. 75 5 6 ( 10.]5 5 ...� .. 1 /4� ..... .. ..._l._. ., .. ... IN UNISON � ( E........ {. 2 - 1 091 B5,'-" •�- -="�" { 3.5 7 'S f- I {-'i H--:6 b •'="C (- 1- ! n0RIDA BUILDING CODE(Nor) High Velocity Hurricane Zone,; fill AA 02020 TLTECO,INC. V 2020 EASTERN METAL SUPPLY, INC. BERTHA HW F �� I�� B Accordion Shutter System ` �;-�-- �=-,•-..'_.�.�.... Itv. a�TDE y1 w/OR w/o Itv. WINDOW BADE No.44'67 _ r-- American Shutter Systems _._.........._ _R..___.. 7ti •.4 v. %w=A,,t�` .A 'EY,N•3-_OESCBIPTION_._ _1_...RATE ORAWtL BY: TAP TILLIT TESTING & ENGINEERING COMPANY ....._... _.l__..._.. i-o'• STATE?F :�. i' 4Assoclatlon, Inc. 1 ,oLO_-n.,..,Ia7 i+z z9x w,TE: 7 z zozo r 5355 N.W.36tM1. 5)Ste.305,'ARDMU Gn0EN5,FLOHiCA J]I51 {//_ p / / ��•. /• Pnana:(105)B7t-I5J0.Fev;(SD5)ft71-1531 66 Westroads Urive ......z....'..._ "" ..... ..._. ._-- DRAWING 'y O •• F ORl)Q 4-mole Hn...0-1.- West 2Palm Beach. FL 33407 ..................................._._.___ No AVFING CA-0006715 WALTER A.TILLIT Jr.P.E. 4 j.................................__....._.............__......__. 20-1 64 RORIOA Uc.$4:167 s ( __._.._....._...._..........._...........__._._...�_.._._._.. EET ITONA Ilk,Ri V'SSEAL/SIGNATURE/DATE.. -.. __...._._._- ......................._...........�SH13 OF 20 /lll ^„ 6 Y MAXIMUM AN CHOR• SPACING Qn) SCHEDULE FORA N MAX, SHUTTER SPAN A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRIETE BLOCK INSTALLATIONS. (SEE MOUNTINGS I,J.K&L ON SHEET 7) POURED CONCREIE POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND •I)WALK OVER k I7 TRENCH w"MUM MOt7NTxi±v'/ QJ RAINGUARD MOUNTING (E)WALL/FLOOR MOUNTING (WALL/WALX OVER MOUNTING SPAN ASD 61SGN NEG/QNE P6E6'ME RATWG G.t A.S.D. ESIM NEGATIVE PRESSURE RATING(pal a56 DCZN NEGATM=PRESSURE RUING A.S.O. ES&NEGATIVE WQSSIIRE PA71NC +x! � TAPCON OR (R) } .. - ._. TAPCON WITH ADVANCED 30 j 401 60}75 901120 1601205 30 a0 80 75 9011201te0 i205 30 40 60 t 75 90(120'1601205 30 14D€60(75 1 90 1120 160j205 THREADFORM TECHNOLOGY f 4 j 12 i 10 9 B B 6 6 12 12 12 12!12 1 5 B 5 ] ] E 7 7 7 7 5 5 5 5 5 5 3 0 a 12110#9 (8 1 8 B 6 12 1? 12 112 r12�12 95 7, 7 7 I,.7 j7 €7 7 7 7 s s s s 1 s - s 5 s ALL POINTS SOLID SET J .'IR LESS 14 12 f10 18 1 8 18 6 ;6 12 12 112 12 0051 B 6 t5 7 ] 7 7"3] 7 7 85 5 5 5 5 5 5 S 5 BLUE TAP f li 12 101'9 8 8 6 '6 12{1212 1211210 T75 67 7 ] ll T 17 7 7 53 5 i5 1'9' S SI.S i5, TAPPER+ _ l4 12 10 9 8 B 6 B 12112 i12 iS 65 5 '7 +7 7 17 7 ] 55 4 6 S 5 S 5 S f 5 4 —4 0 75, 914 12 10 9 B B 8 6 12 112 l2112 9 t S IB 5 78 5 {45 75 7 #7 1 7 7 17 65 5 5 ;_5 5 5 14 12�0 19 a 86 1 6 12 12 12 12 110 15€€55 4 J 7 7 ] 7 ]- 7 55 5 5 f 5 5 1 5 5 (5 5 14 12 10 19 k 8 B 6 6 12 12€12 11 1 9 7 5 4 7 7 1 7 7 7 j5 5 4 3 5 5 S I S 5 5 r+ ;J 1 12 10 B 1 8 1 8 6 4 6 12 12 112 12 10 17 5 S S 4 7 7 ] 7 7 #7 J �7 5 5� 5 L 5 1 5 5 5 5 jj 5 O 1 12 10}B 8 8 6 ((6 12 12 9 €75 6 45 35 7 7 ] .7- 7 7 'S ;JS 5 j 5 5 !5 1 5 1 5 5 1 4 14 12 109 8C8 6 (6 12 12�12 P85 BI6 451 7 7 7 7 7 7 )55(4 5 5 5 !5 15 5 Sya * SEE ANCHOR 14 12 10 9 B {e I e6 12 12 15I 9 7555 4 S 7 7 7 7�7 45 151 5 5 5 15 (5 45 JS SPECIFICATIONS 14 12 I10 4 8 7 B !6 6� 12 12 12 10 B B 45 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 6 0 - £ - - - .-I ON SHEET 13 14 12 f0 8 8 8 6 B 12 12 B 6 5 4 3 7 7 7 17 (7 55 4 5 5 k S 5 S 4 3 f 14 12 I16 9 B B 6 6 12 I12 10 8 fi 5 S 75 ] t 7 1 7 -- •-- 14 1 12 1 10 9 8 8 8 6 12 12 10 B B S J S 3 5 7 T 7 7 6 5 15 5 4 1 1 6 5 5 5 5 4 tt 3 J O 14 11.7 2�10 9 B B 6 t 6 12 12 i12 BS 7 6 9 3 7 ] 17 ] 7 7 3 7 6 5 5 5 5 5 14 12 S10 -D 8 t--IF 6 I6 12 Io 65f 5 45 J 7 ;] (7 i 7 I S 5 t 3 { 5 5 5 5 1 5 5 3 1 3 6 12 12 BS f 7 55 4 1 7 #7 7 ]f] 1 5 S f 5 5 5 5 1 5 1 5 4 € 0 VALID ONLY FOR UP TO +70, -75 14 12 I10 9 B 1 8 B 12 12 1851] 55 4 3 } J 7 7 55 5133 ( t 5 i 5 5 5 45%35 .. # jt .. #{#{#{( .° PSF A.S.] DESIGN PRESSURE 14 I121t0 9 B B 6 12 1210575 6 45J5}(j 7'!7 7 7 7 7 }7 4 5 B 0 t4(12�10 i 9 B B €6 a 12 9 B45 q 1 3 i ] 7 1 7 I s 4 - s I s s i s i§ - a 'J ' ACHED SCHEDULE RATING & FOR SPANS PER N 112 10 9 B 8 6 12 li 175 6 5 75 i ] 7 7 7.5 6 €45 5 1 5 €5 ff 5 1 54 s I (�3, SHEh"T 11 14 i12 10 9 B B 12 15 75�G 5 35 7 7 5 41 5 5 f 5 5—4'TJ 14 112 10 9 8 B 12 12956555i4 �S 7 7 7 7 717 6i] 5 551515 5 5 9 0 14�12 10 9- 6 B TA Il 5... 4 iJA. 7 8 5 I35 51 5 5 1 3 14{12 10 9 B 8 - 12;10 6.5 5 4 9 j - ...: .... •...^ 14 12 `- 12 it r85"16".5 I35# I.. 7 7 ] 16755! 7 45. S.. 5..15 I5 S 4 J .. 14 i12 10 9 8 B 12 05 7 55 a5 SS 7 7 5 45 5 5 45 35 10 0 l4 12 f0 B B B 1 95 7 45 35 3 7 7 €7 55(45 E 5 5 5 5 45 35 545 iA 12 10 8 B I B 12 9 1 fi 5 4 7 7 7 6 15 5 5 5 45 5 14 '12 10 I9 e e �_1295 6 5 jj 4 13 7 7 €S d j 3{ 5 1412 109 }E-8 8 12�10 7 55345335 ] �J (] 7I7 7 351 5 5 I5 5 5 515 f4 jI 1 1 U 14 12 10 14 j..0.. 8 (€ 111 1 665 6 5 5 a 3 ; 7 17 1 i 55, 1445 1 5 t 5 1 5 jj(5 14 5 3 T j ._." 14 12 I10 19 B } t .1 12 I85 65 5 5345 3 *--_• 7 7 7 7 'ih 7 1 6 1 3 5 5 �€55 j551 3�1 5 1 7 7. �1;.� H V BLADE ONLY .... t _ .. 12 0 14 12 10 8 8 1 7 J 55 14 12 10 9 8 t 10 7 S 5 4 7 ] 6 5 ( 5 �5 1 5 1 5 4 € 14 12 11T9 B I 7#f 05 B 5 4 35 7 65 45 S S 45#35 3 13 0 la 5 12(10 ij 9 8 1 15 85 3 6 45 t 31 7• 7 7 ] 7 45 5 5 #5 5 S S 45135 14 2 1 7 55{p{p35)J 1 7 ] 5 a J 5 5 �5 43 14112{10l8 I8 1 917 €45�751 E ' 1 7 7 55 45F € S t55 45 4 14 12!10 9 10 7 5{I I 5 4 3 EE" I t4 112•T10 9 EOSt 8 155.)4 }35 7 �7 7 7 (7 q 1 5 5 5 5 1 5 5 4 d T4 O 14 112 110 9 65I 5 7j{]" ( 7 ] 5 135 t f 5 4 .. 1 .. 14 I12 10 9 t 1 85 65 l,.i . i 7 i 5 1 4 T-I 1 5 1 14 12-10 1 1 9 ] 4S 3543 '1 7 h 5 1 5 5 35 J t 16 O 14 12 10 E 1075f S 14 1J 7 7 (] I7....i7 I35t 5 5 ;55 4 J 14I.210 i ' € ..t"".6 45,{S.•, .. .... 7.€7 f45IJf ( � .,-, 5_(,5...:45 J5 t,,.-� t4 12 Ito € 6 (6 4 7 (7 5 1 { 1 5 5 I5 a 74 12 10 1 ( 85 T6.5 4 35 f 7 55 35 1 ) 14 IY 10 � 8 45 35„ 5 3 S,. ? 675 i T 6 €S I 5 515 {((g5 I5 1a5 }5 16-0 1 55WI4 3351 14 12 t1.o I ='i 7.5 5.5,i.75 1-.1"_.'., - i 7 ,4.. -":. E .-- !- 5 5'14s f .- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, <<foy, 02020 TILTECO,INC. C 2020 EASTERN METAL SUPPLY, iNt,. P � , `c`�a,. �CEN F .•9�',, G.'.. Accordion Shutter System �CO Mc. No.44167 " - > ° H.V. BLADE#1 W/OR W/o H.V.WNWN BtrDE *1 71• � TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ',•N;E DESCRIPTION- _I DATE_i DRAWN_BT: MD •�, STATE t I' '/� ` 6,155 N.W'.]6t( 51.,511.3D5,WRGINIA GANDENS.FL WR 3316:: ASSOCIQtI0T1� Inc. Ic 1 1 OLD.17-107m '+/2/202 i DATE: 7/2/2020._... 's9pc' F�URiiP•.•a .�� rpo.o ( s)amion iui Fox olc�(mos7 1-1531 West PolmVe©ach, FLIi33407 J I— __.._...__......... -I-DRAWING No : 30 874268 ij ♦ G-0006]19 _._._................................._........_......_. WALTER A.TILUT J,P.E. 4 ONAL •\1� FLORIDA UI,.d 44167 5 -__..____..............._..�-_______............. J/]nuNn11111i4n. SEA;../SIGNAFIJRE/DATE _..__.................._..........._...._. SHEET 6 14 OF 20 Y MAXIMUM A.S.D. D I N PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (V) SCHEDULE FOR A GIVEN MAX, SHUnFR SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TypF. (SEE MOUNTINGS ON SHEETS 16 & 17). :E�; LJ EH3 �T Fz I- SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH S 'N :^: o. SPRUCE PINE SPR CE PINE / 1 2- MIN. COX 2 W/MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0,36 /PLYWOOD DOUGLAS FIR W/ FIR NORTH FIR SOUTH MAx1MUM MIN. G=0.50 W/ MIN. G=0.43 W MIN. G=0.36 SPAN(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL. MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS 8.0, WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M, N, O & R W & X M. N. W & X M, N, O & R W & x P & 0 S &v S &v S &v ?,Mail KGUM I'F�9X AVID X LE901 KLVIA P 9 M114((F f)sr1 09DI KGUM RE14X FNN4(td) SD 00701 KTAIML flEl�i K RUNG((4 - OSf1(IWK RESM NX(d) SA WO IEGIAE MM9 WK LW) l O K'M ffLUX PAIM W) S.."M*MnPO M WK I}:o M2M WAX Ifl391S Mr((0 SL M"itwx RC9.X MUG M ..1„. ._ . . .. ._._._.__ ._ ._ ._.t __... p _ 30 40 60175:90 lk OS 30 140 1 60,%5 90 1105 30:40€60 75 590 1105 30 40 60175 90:105 30 40}60J5 i90.'OS 30 Ib0�60 75 90 ii05 30 40 1 60 7� 90;105 30�40 j 60I75 90 G, ''-0'OR LESS 12;10 10 9 6 B 6 !6 1 6 6 6 1 6 12 10 10 9 1 8 8 6 6 6 6 .6 6 12 10 1 10 9 1 6 8 6 6 ` 6 6 6 6 6 5 4 4 4 3 12 12 l2 12 12 11 12 120 2(92 n125 12 12 y120 12 92 f125 ... ... .. ... f ,q p 12..10 10i„9.;._8 8. 6.,16 �._fi.,�6 66 12,10 1019 ,88 6,. 6 6 6.,,.16 6 12110I10 9 8 8 fi 6_{ 636 i6 6 6 3 4 4 4 ;3 12 I2 12112 12 fie (- 12 ?2 i2 12;12 12 12112 12 i12112 gp 1210 Io19 e 8 816 6,6 6 5.512 t10 1019 d B 6 G � 6 616 5 12 t101109 'B 17 6 6 6 6 !6 5 6 5' 4,i,4 4.*';.'*'**" 3 12121211212 i1 1 12 f1 1212)12 12 !72,1212�12 p0. �1011019 8 65 6...1,..6 6 6 554.5 12 I10 107.f3 a {5 6 6 6 5 5 45 12110 10 9 6 135 6 .6 ti 6 i5 4S b 5 4 4 S5� 12�12 12 12 12'1. kG;12 i2 12 12'12 12 12512 12 10 8.5 { .,.._4_....,._._.,.._.._ .. _._. c514 6 }6 1 6 5 4S 4 11 10 10 9 S 3 ,66 613 4 J 12110 10 7 3 6 6 I6i5 ,4 35 6 5 4 4 - 12,12 12 12 12 1 i 12-i2!12 12 i0 12i2112 105657.5 T 0 12 10 1,101 a ..} II` tft 10 1017 5.,,5.1}, 6.,.i,fi.. 6 pS 4 'J5 12., 1C f0 6 }5!.... 6.. 6 1 5 t..s,.3.5 .3 12 10 10 b 6 6 15 45 35 3 6 S E 4 .1 12112!12 12 12 111 IT 12 I12112�11 95 12 12`1.5 9 ,7.5".5 .. .... 9' 0 12110 Ti5 ,.,5 - 6 ).6 }55 53.5 3 12!10 9 4 6 6145i4 3 3 1210 4 31 ( 6 6I414 �3 3 65 €SS 12 111121111 IL 11 - I ( .-_.. z(iz n s a3 1z iz`i'io a !ssls3' 3 12)10 6-3_, ,_F. ,6__._6 AT.5 .3 12.( D 3 III,..I...,,I .. 6..,.1,6,_, 4 ..5..73. 6 .5,I ,. 12'12;12 17 159 572 12 G 1857512{I121'917 !6 £ 5 4 5J ..,.....?... 12 110 1 4 5. .!......,.. 6.15:5.3 5;......, 12.110. ...._.. I...6..5.5 j 4 ....._,.,.._T.._ 6.,._5._(.... ...) 12.12_I_i 2 1 10 8 1 t 112.�.12 5.8 7 12 `12 16 6.S k5'4.5 12 D 2,,1 4 .6.. 6..!..4.1.- !-- ....... 12 I10 351- i.-._I._. 6.1.5 35i- - 12 �10 - !- I- 6 5 135 6 5 - } 12 12172 Si9 18 1 11 5.76 6 6.,.....{.. �.. .. 12.).�0' .., 6..)4..5. I......,.._.., ... 12 I7.5 .... .....i 6 4.5 .. 6 45 ..._... .. 12#12 112 10 85'7 { 2..1._70 B 65((55 12 t05755 4 ..4. bIS.S �- 12 7 ,I„ .,..,.. 5j145 - 1 1217 - i 54,5'- - - 6 3 1J. 12 12�12 95 8 ,6 II219575 Ig512 T956.5151g3" 1,5 0 ..12- - i 6,. „!- I 12 - � I 5 3 - i 12 I 1j 5 1 6 I I 12 12111 9 � 5 12185 7 6 1 4 12 19 6 ' 51 4.. 12 I. _.._. t 6 .. ._ 1_ 12, ..... ..� S_......i. ;. _ ...7_.. -..,.t - _..I_ .. _ = I" ..I_ I_ i 1i i6 0 - - i 1.5<- 1 r, S i-- b { .- - 12 12110..t 8.5(6._tl< 12 12 8 16.515 1 3 '1.5'85 55 4.5I 3.5 - j HV BLADE OR 1 HV BLADE W/ A` HV WINDOW BLADE WORKING IN UNISON+ ! SEE LIYIIATIONS 01'USE TOR 1 OtADE{IA ON SHEET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALT.CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.D.S) - 1/4.6 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMEPR AS INDICATED AT -DOUGLS FIR W/G-0.50(N.D.&) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/0=0.36(N.D.S.) 2.ANCHORS TO HOILON CEILING SHALL DE AS PER MOUNTING TYPE U.SHEET 17 AND SHALT-CONSIST OF -MIN. 1/2-COX PLYWOOD(1986 APA) LAC 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(Nan High Velocity Hurricane Zone, `\\\,%j%1IIIIIII II/177 Ft 02020 TILTECO,INC. ©2020 FASif,104 METAL SUPPLY, INC. '�i A:... �/T BERTHA R TM ;tee`•���EN; ''•' '�t Accordion Shutter System ......, No.441C r `z.- �1 ° m H.V. W1 E qt w/ai w/o Hv. NDaIv RAM_._ American Shutter Systems 7Ev.N, DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY *'. 6355 N.w.SOth.St.,S",30"MIRGINIn GARDENS,tlORIUq]]16� Association, Inc. 1 OLD 17-107 i/2/202!'DALE: 7/2/2020 3 0. STATE)r tt � Phone:(305)871^1530.F..:(305)871-1531 4268 W'estroads Drive 2 �1 F P ;`y4</` -R14a:Uu4oeo4a.�om West Palm Beach, FI_ 33407 3 DRAWING No �oR �• CA-ODD6710 20-1 64 '��0��(`•••• I�Z���---" WALTER A.TILLR Jr.P.E. 4 ,SS/ON p�S�EA!/SIGNATURE/DATE FLORIDA U4.N 44167 5 SHEET 6 15 OF 20 F• INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1'T) HV & "AA _HV* BLADES (AS APPLICABLE MAx. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS_ INTO WOOD WITH HV BLADE(J I ONLY SHALL •.WALL FINISH BE LIMITED TO 105.0 psf A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & /4"0 TAPCON DR A.S.D. DESIGN P TAPCON WITH ADVANCED RESSURE RATING FOR INSTALLATION WITH BLADE f1 i& j1A` WORKING IN UNISON THREADFORM TECHNOLOGY ,.) 1 1 4"0'IAPCON OR ' W/1 1/2"Min.PENETRATION ,i x ,TAPCON WITH ADVANCED THREADFORM TECHNOLOGY t 7 I OF TIiREADE.AREA TO I 1 W/OD HEAD MI PE'RATION OF THREAULD AREA TO EXISTING .M•_ i f, EXISTING WOOD HEALER. .... ..... !I 0 'f DERn(SEENSCHEDU E ON SHEET 75) H.SEPARATION I I) t I M i, f " II I I, •.t, OR SCHEDULE ON SHEET 15) GLASS S(SE / x/4 S.S.MACHINE SCHDR ] R $ SCREWS W/ 1/4"-20 NUTS PLEr EQ: ' m 12"D.C. oN FORIS 1 Q-h EXISTING ii BADES(D a tU 'EI 11 o GLASS--0 I iIj u i t�'1 t� �.Z#SI ,.....•T fTfll�fFff'Yf lWALL cam, g FlN SH i {"Y.II I .... tl . j_. '^'Ijn 7 { i `a N OPTIONAL _ ......_J� EXISTING MIN. i II.J I ...I _ FINSH WALL • 1 C 2"A4"wacD Jf �t Exlsnnc MIN. I� k12 OR rl• jZat1\lttt\\T 1\ HEADER REOUIREU t) OR 1�� Q {r}� III "XISTI WOOD 9 I II hIEADER REQUIRED I; i, 1/4 m TAPCON OR TAPCON WITH ADVANCED E%G TIh'$ NJN.SFPARATIGN =.._1'HREADFORM TECHNOLOGY W/ 7 1/2" TO GlA`'S(SEE i(. I I I I Min. PENETRATION OF THRFADE.D AREA TO ( SCHEDULE ON S FE( i 1 - MIN SE ARATION TO C 5 (tX EXISTING WODU HEADER. ._... 11 FOR FHADE AM't- _. •%ISTING f (I! GLASS—1 (SEE SCHEDULE ON SHEETSI 1 E - I y (SEE SCHEDULE ON SHEET 15) CN SHEET I9 FOR I . . .._. .).1. .........:..�,._.......... ......L..1. .. -CONT. SR.Iz'x4.. .. _...... ... ,, . ....... ... PUTT REO'D. ON WALL HEADIER INSTALLATION (0)HV nL _SILL INSTALLATION U HV WALL HEADER INSTALLATJ� _ I I EXISTING ....... ................................ ..„ ,.!.. , ,r.. R MIN. SEPARATION TO GLASS (1 I I' E I .. . &ASS I _ r� I____(SEE SCHEDULE ON SHEFT i =�`t -+CHEUULE ON SHEET t l) i .................. .. I MIN SE ARATION TO GLASS I `I j EXISTING/1- ( ) {-I I 1 -� EX.5TINGtSEI 1 I .%..t"lJ 2"14"CONT.-t E GLASS- I II _o (SEE SCHEDULE ON SHEET S t i x GLASS— ON TO GLAS 8 N SEPARATION WOO:PLAIT. REO'D..... / I 1/.0-`Ox3/4 �.5. 'f i a i!k 1 4"z-20x3 4"S.S. II t ? I MACHIN,.SCREW 5 MACHINE SCREWS W Y USING 7 4-20 MACH NITS ,WALL i I i .1j4"-20 NUFS Ji0 12 ---._..._ EINI H ..• - II�1(,�....—�4... .• E I = I JII �7 UH�8 1'il .fit 17=: 2"x4"CONT. I' S ji � 1 �i.�ut•,� O � - .� ... t i E - '' ..__1l A-7_1 WOOD PLATE s =_ 5 E --aC i i :t, :.•• REQ'0. r 7 ) i LL F'4.t -EG•I_-EO Mh } I"Min.0 lt4�Sl1\kltl � .:..1• j1 1I 1: 1/4",O TAPCON OR TAPCON WITH ADVANCED l5 l 7 E t y ti I 2 4 CONT 1 Eir.PE ETRI4 TECHNOLUG'+W 1 1 2" i ) 1/4"0 TAPCON OR TAPCON WITH ADVANCED t 'r•SILL PLATE M'n.PENETPATION OF THREADED AREA TO THREADFORM TECHNOLOGY W/ 1/Y + !7{1I(( t: REO'0. } — EXIJTING WCO.. HEADER. „„..E Ii ,,,,,il,< 1/4"0 TAPCON OR NQTL. y`i a ' TAPCON WITH ADVANCED 1-SEC SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD ��, I '.^ .PI(SEE SCHEDULE ON SHEET 151 EXISTING MIN. 7"x4' 1/2'MIN.CD EEIFEADFCRIJ TECHNOLOGY SHUTTER ASSEMBLY. 111 ,..,� I ""WALL.FINISH ' STUDS ® tfi"O.C. MAX. '', PLYWOOD REO'D. W'/ 1/2"Min. PENETRATION OF ,2-MOUNTING SECTIONS CAN DE " 1/2"MIN.CCX PLYWOOD REO'D. WALL FIN Srf THREADED AREA INTO PLYWUOU COMBINED IN ANY WAY TO REO•D.PLYWOOD TO IN (SEE SCHEDULE ON ShIEEi 15) I SUIT ANY INSTALLATION. G HV WALL SILL.,.jNSTALLATI0q '-EXISTING MIN. 2"x4"STUDS® 16"O.C. MAX.RF.O•C. ATTACHED TO STUDS IN �..............._._� PLYWOOD 1 BE ATTACHED TO STUDS 114 ACCORDANCE ACCORDANCE WITH -'---"""-•- WITH SECTION ICI OF THE F.B.C. SECTION 2308 OF THE Q/HV WALL SILL IHST/�..CATION ' •SEE LIM AO0N5 OF L'E OF P\HV WAIL SILL INSTALLATION `Bc BADE jON SMEET 10 �J FLORIDA BUILDING CODE(Non Hiyh Velocity Hurricane Zone' �„111}111ur( 02020 TiLTECO,INC. 02020 EASTERN METAL SUPPLY, INC. P� .... TJ ERTHA --- " - Accordion Shutter System No.441 ® . . � wv. eI.A3E#1 w at w o H.v. NINDGY elwE American Shutter SyStBRiS Hp DESCRIPTION OA TILLIT TESTING & ENGINEERING COMPANY _ TE..... uRAwN 6Y: M.P >1- ' 6355 N.W.J6tn.St..Sm 30.,VROINA C"AROENS,FLORIDA31165 ASSOCIOtIOn. Inc. m ; GLD 17-t07 a'• STATE.0; `, _ %2/20 DATE: 7/2/2(7 4, Ph—:(305)871-1530.Pox:(305)671-Id}I 4258 Westroads Drive "z �� - n y0�•. FCORlO ,.'��.`�� West Pclm Becch, FL 334U% 3 2COR.AWING No e•-m�u:tilt Lcum ...____ .._....I................._. CA-0TIL I Jr. ... ................................. 20—1 64 %F�/'/Fs n/•....... WALTER A.TILTJ7 JF.E. < ........ V ` ......................_.. .... X7j!lT�NALT ` SEAL/SIGNATURE./DATE.. LORIUa u•N nnls7 6- _ j 15H 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS f) HV & HV� BLADES. ,AS APPLICABLE) MAX,SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEWDE(j), ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE (1)& kik WORKING-IN,.UNISON NI.SO.N"-" 2"MIN—­1 1/4"0 TAPCON OR 4',S�(Min.)EXISTING ................ -7EDGE.(IF APPLICABLE) ............ + ­.. ./. TAPCON WITH ADVANCED .............................. rHREA WOOD II='RE''1U1Rk1'0j OFORM TECHNOLOGY STRUCTURAL kW/ 1 1/2*Min.PENETRATION UCTL&S, OF EXISTING WOOD BEAM 1/4"0-20.3/4 OF THREADED AREA TO PHILLIPS TRUSS HEAD TO BE CERTIFIED BY .........................................00 H R. I WOOD MACHINE SCREWS REGISTERED ENGiNFER OR EX" EXISTING ING t� '­� ED--, ........................ (SEE SCHEDULE ON SHEET 15) ........EO TRUSSES OR W1 1/4'-20 NUTS ARCHITECT PRIOR TO 1/2" 4/2' RAFTER 0 24* ED ED- 0 12-D.C. SHUTTER INSTALLAnOI4. ............... D.C.REQUIRED ............ Q 1/4"0 TAPCON OR I OR EXISTING SOFFIT �y1 5 TAPCON WITH ADVANCED it T1HREAOFfC TECHNOLOGY '3/4' THK. 1-.257' EQ .'/w Co..ALUM.TUBE MD.. W/ 1 1/2"t4i,,PENETRATION #14,3/4' ED OF THREADED AREA TO S.I.I.S. (6063-T6 ALLOY)W/ \-OPTIONAL -- -­--­--­----- EXISTING WOOD HEADER. -0 LAG SCREWS 10 a S"O.C. (D3 or (05(SEE SCHEDULE ON SHEET 15) (3)5/iG EACH RAFTER OR TRUSS. Ely, ,1"' or LOCATE E LAG SCREWS AT 1AIDWIDTH OF EXISTING WOOD TIP I M STING MIN 2'z4" 1 ., ' - WEMPER.(2*'Mi'. NOMINAL ij EXIST] G---I�. HEATER REQ'D MIN.5 OPEN HOLE AT EACH .......... r WTH)W/2"Min. SEPARATION 10 GLASS STUD TO ACCEPT PENETRATION OF THREADED GLASS EXISTING (SEC SCHEDULE ON SHEET IT)- 5/16-0 LAG SCREW AREA VALID FOR g AT CENTERINSTALLATIONS WITH 72Psi GLASS— OF TUBE. MAX.A.S.0 DESIGN LOAD AND SWARCM S'-O MAX.SPAN.THIS EXISTING gip,`(SEE ��o',Saz' ..LASS--I 1. 114STALWIDN IS ONLY VALID So tIK-WALL HEADER INSTALLATION FOR WOOD W/MIN. SPECIFIC ,I FOR LANE(j)R'D CN SHOU 19 FOR GRAVITY OF 0.50 AS DOUGLAS C�)OR (13* Ua(1) ♦ FIR OR SOUTHERN PINE Na 2. OR EQUAL. .......... ­ i I - ,1-SEE$MEET 4 FOR TYPICAL SHUTTER EAUSSEMOLY OR N,CAN d'E HY CEILING INSTALLATION tlll�`AOIU-111T'-�Y"'TO SUIT ANY INSTALLATION ',P,'HV CEILING INSTALLATION ........................ vi (f)OR T­ .................. M&' ox-ISEE SHEET �j"'11 x S ON NUN SEPARATii ION TO GLASS SCHEDULE ON SHEET 11)'++ EX ISTING TO GLASS ON SHEET IS GLASS\ Z'or &�R (SEE,SCHEDULE 1 ON HEFT III EXISTINC--i CLASS ALTFRNAT 1.4 A14CHOR EXIST N LOCATION FINISH' GLASCS;--- ii".. "­- J, '21 ki�jh' Ia IMI #10x3/4"HEX 2 D, I 4�. ............... -WASHER HEAD TEX "0 EC 60 c RE UW1 9LI*)" FINISH SCREWS 0 12' . ...... ALLOWED) ".AzM1 1_41 OR 2".6"MIN.WOO CK REQUIRED(NO 7 ......................... FINISH ALLOWE�.w E GE f/2' - OF APPLICABLE EDGE OF DECK- ......... F OGE OF DECK DECK IF APPIJCAHLL EG IF APPLICAE11 E . ......... /4"0­20x3/4"S.S. 1/4"t,TAPCON FHILUPS TRUSS HIM 'Z. ................. N OR ........ :' TAPCON WITH ADVANCED MACHINE SCREWS 1/4.TAPCON OR TAPCON WITH ADVANCE 0 F THREADFORM TECHNOLOGY W/ 1 1/2-MiD�. 2"MIN.... ..J `Jr THREADFORM TECHNOLOGY W/ i�4" 0 NUTS 1/4-0 TAPOON OR TAPCON WITH ADVANCED T F R1.A -2"M)W­­ PENETRATION OF THREADED -2 REO'D. W1 1 1/2*Min.PENETRATION 9 12 O.C. TECHNOLOGY W1 1 1/2*Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE OF THREADED AREA TO AREA TO EXISTINC WOOD 4 (SEE SCHEDULE ON SHEET 15)EADER, SCHEDULE ON SHEET 15.t EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) F-; — ;76rE F.R HV-WALK OVER INSTALLATION, H SILL INSTALLATION BLADE Cll�,ON SHEET 19 V WALL HV FLOOR INSTALLATION FLORIDA BUILDING CODE(INIon High Velocity Hurricane Zone' 02020 7LTEC0.INC. 02020 EASTERN METAL SUPPLY, INC. �\V,E N Accordion. Shutter System A.S.S.A. Ky. BLbm#1 W/CR w/0 RV.www axi: I................... DRAWN 8 America No,441�7/ n Shutter Systems LIV,7. DISIIWITO� DATE Y: M:�' T ENGINEERING TILLI TESTING & COMPANY Association, Inc. L 1 2021 DATE: 7/2/20i6­" .355..w.MU'.S'..St,.305.VA&NIA�Dfj,[S,FLORIDA.2- —2 1�-a*,. STATE 0 Ph- (305)871-1530.Fax:(30,5)571-1531 4268 Westroods Drive Na --I:tilt..9.0-, West Palm Beach, FL :5,3407 0 R V3 ...................... ......... 'ALJEC-0006719 -164 20 R A.TILUT Jr.P.E. FLORIDA U­#44J67 SHEET SEAL/SirNATURE/DATE 17 � OF 20 ai /9 END INSTALLATIONS `i HV BLADE OR 6! WINDOW BLADE INTO VX47 MIN, WOOD STUDS p 1)NW.D. SNDS REO'D. ] YAN.WOOD wODO 5;it05 , •...•. f/�1 TAPLGI y STUDo S aE0'D. (As AmlxietE) A /r ✓"N+cack o 2'uG•o.c. y ;'"' "—ft.. ( ST105. WN.1 ;� \ I PNErRa1W Wr0 �~`- (S ePptIGNIE) duos ok FlN NSN `. 1/2•pWEiR4T0N 4 I ` �1 \ / DIRnNG CJLNS... F ( I PFYd'z iii0 MDS EXIT. - \ 1 .....FXISnNG CLNSS 'EXISTING GLASS .{ Al .'r. t _.. _ \ —'Irr If3•Mry CDX )....,. ! _T /� \\ /EX AN.SET WON - � LL yya" PLt'wl6 �/ \ ... 1)6 'urv.cDX h • �} w vacs ux.YPNana '-' N oLgs) SOfTXAE W Slar '``--- 3 NN stYr , IT tu+aax�/lID m vas 1/a•u co f;IW[V'Z�frL'i If1G•P]'YS'.� w 1. v_;.„`, :on.-E W sw ftY xo ..* �' AYYTA W(s� o sttr rs Ina 1 7.6 (LUGS-rG)cnNT FUVLS f2 av o DX W 9EI`19 iDa ..... -. I,I'On -0 1 2 - seEr (XA06(C&�A I aLUY,LI0.5EA A DJ., DULtS A%4�q [ 4SIT.19 FM ! � 1�iW 9aEE IDNO / t... •... ny "" 1i t ex�Q a "silo is iw NT EnMFR SIUi IPxv .. �9 1 naxsQjI Qq ....r^y OF 0 r10.1/r•5.Y.5. �) /r I l ........... ylpnlT s4s ttJ............. ..... �� (uAsuu.wxluu-�iw:).x.1 n CC�. ....'.. Ol G O.C. �� 1 "S_. 4,'_�I� _� \� ,�..._...-. tX)r/.•.rucaa N.c r ✓ I OR 2gl # }^..- wNL u+ o Dort SEE DETnt x ro Ofl,�{'� "`. D:kcn vice w fit) t 9: -- 5pE LONNEC'tUN (^_I' a.N 1 OR :�01 / SEE pETAIL X f01 ).:Ofl -a 1 U a f r Sor CDNNEGT ON 2 fL(6 8 0 5DE CC NIC ON A 97 {S 6 T G.1 - 'Z9.43-�•f3' •p�-_..� TD TRAC%s .... 'r�a� c,[,..e 1••. '.1„ J Ci:-t)'C,)•a�- ro TnacRs `G`. ! -1.-- :. lq!ys"L.6;1'IlJ•Q3' (+'•0 i'�•73^•��•_- 1�'17���(✓ a.& l9 �� fT Q-li�.�ty- t( •C7)-C-C6)•\T�.-0- L)•7�-(6�.(j).,Lg: 9:�•oa,. ..�-Ca;'t�- (OO•Qn-v'CZ (i)- l.ns.Fy-J. _ a •Q) i�is-C7•in. C,•�-�?•a�.h E.*.rG.&es.-G'•Ct,- :J @-a�.�s-D3.� C}^tiu 5•1 -y�•? END CONNECTION DETAIL(7) END CONNECTION DETAIL(9) END CONNECTION b Ten lq END CONNECTION DETAn (g) E%Yai1N0 kfUL�gED 0!v:'!FfIN SAN< _�_, �cLus v STUDS RWD ../W/I- 'sM.Tlw.WCk00.S i/1•P 1/Pf,OV NMND..:.: `IMIf2•S.M.S.�...�. ... , 1 /r G r. ! EXS NG C(ASS� P[flTAi 2 V pSNCIW.nv !3 OC B G OC 4N GP—w [ 1 ..-.__-- -" "' t '� "' \ 1 - '. ♦ SEE LIMI)AIIONS OF JSE FOR 4N'ET'A'++nG. /2 ut TSOfVa1LA5vW SEET 4 ru A—(SIX .. �� / T,... 1 Fm aµlE 4)Nu 4/ 5 1 BLADE @)oN SI'F[r 19 SD$iL ON ShTFI 3 Q1 SifET D f'p i i iGR.i/DE Nave, i K alas r Ea .....- .�_..� _...... ON 91gT to fqi f2 Yltr I i aNl a(1) J It 13 EIFt\j1U' £s'�L /� _.>\J ........ a '-it/uruu m � N # ..,s .. 4� _ �)c1(S;oR�ri _ D fl f j MIN. Ph, A . _ � �' F-l9-sQ)'l�, CC)3°{s4'.•�.#' I�rxCS, (f4c(1�V MIN. 000 Qty•L1 ) � 4 - w Rn iF .t-48•r- —.s . mst J^ .Y PLAN Cal- DETAIL X END CONNECTION DETAIL !1 S END CONNECTION DETAIL 'L121 FLORIDA BUILDING CODE(Non High Velocity HJrricone Zone'' \t`'k..I.:.y<,z,'4,' CIG20 i1LTECG,INC. (02020 EASTERN METAL SUPPLY, INC. ............. i No.4416 _., s: _.� f LIE CoL N Accordion Shutter System� :._... KV 131.69E#1 W/OR W/o KV. wNDOW a_kCE ' American Shutter Systems ' STATE OF fj y y+ 9^?ems TILLIT TESTING & ENGINEERING COMPANY a" N DESCRIPTIpN i PATE pRgWN BY: Y.P .� �'•. •�' /'FL/f�'• 11335 N. 361N.Sl..Sle.3D5,NRCINip GsgDE115,iLORIDA 3}I6f Assoclat1On, Inc. 1 i eLD I i-107 � W F�0R10N,• P�" �� PnoD-:(1ps)en-!sao.FGX:(us>R71>I3,31 4268 Westroods t'49Mve ..___......._,,,_,_./2;ioz( wre: 7/2/2020 ' —w,61:Gx-cnaoo!.c0m '•`- DRAWING No "1'0/'//VA G\FN CA-00o6719 West PoVrn Beach. FL 33407 3—t---�'—"".._.....___,....._. // NAL \\i .••...... WALIEH A,11LUT Jr.P.E. .._._. ............................._.. 20-164 1//ffIIIIIIIIIIIH F FLORIDA Jc.8 441p7 .'....-5 _....................... ........-.. P.E. SEAL,/SIGNATURE/DATE _ __................................. SHEEP - G 18 OF 21) `f-AAC3)-Qf eE IjM9lQNq AND CON( ,5 1. - - -in F ACCORDION SHUTTER WORKING IN WINDOW BLADE SYSTEM P> CAll PRESSURE RATING;+i 10,- 110 p...I. 1 2.AAAX.SHUTTER SPAN:96* .3.ALLOWED MOUNTINGS:A,D,G&H ON SHEETS. 6,7 MOUNTINGS M.0,T,U&W ON SHEETS 16&17� AS WELL AS TERIAATES OONLY CrN ?2lE&(BOTH W/ 4 ORL(AQ)UTE ALLOWED WITH(21) ��JCR 2�A��I:-#I..IN A .11.111QNG 0 IN CASE OF UPPC55ING ST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF "E NA,E C (16) 6... TYP.EA.END 5.(A)HV WINDOW BLADE(9 SMALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 10 (3-0 HOLES)FOR(9 PER BLADE AT SPACINGS SHOWN ON SHEET 4, "IN,CLEARANCE FRO OP 0 BOTTOM GE OF HV WINDOW BLADE(t& OF ANY S.It SOLE FORV ALLOWED V MAX. n-WINDOWSSHALL BE 1Y. I. AT HV WINDOW SLADE AA I (C FIRST OR L,%-,T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE 14V 'r, i / ( f I j /�} I I 11 ',� 4} 'I WINDOW BLADE (D)HV WINDOW BLADE Q MUST BE USED ALTERNATE TO A SCUD HV BLADES !0 0 THROUGHOUT SHUTTER'S WIDTH. I 4 !' fIr`�/`I�1�1�I G�/`y'I ( („ E R)AIE SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV 12. (E BLE VAT)EITISER SIDE OF THEM. ID C (F)FOLYCARBONATE HV WINDOW(4- _4)SHALL BE INSTALLED SO I TABS FACE SEE END THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE CONNECTION ONLY INSTALLED AND LOCKED USING 1,KV SETTING TOOL BY Ass" 2 CETI LONS"a" -i I INC. PRO,4; A FILL HEIGHT, I SEE ANCHOR SPACING SCHEDULE FOR VIASTALLAITONS INTO WOOD FRAME i"dIsg "BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES (1 3) g El&2 ABOVE). TYP 76 SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED 4 By CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED SPAN AND DESIGN LOAD(SEE NOTES I A,2 ABOVE). 8-MINIMUM TO CLASS SCHEDULE,PER E-1991. (SEE PLAN FOR REQUIREMENTS) ............................ 'TIP TOP aorrom WIND ZONE MINIMUMS INIMUM SEPARATION TO GLASS -07) ..................... .................................... ..................................... ....................... WIDli'... ........- .............. I.Y RU 3 ELEVATION UN.SEPARAMON TO GLASS EXISTING GLASS ,.:SEE.�,SEE SCHELUX ON Sk IEET 11 FOR BLADE 01 4 $25 S SHEET MR ADES(il&OA ............ ......ALTERNATE ERMATES ...... ;;j��22,W/ (EXTERIOR ONLY) NLY) TYP L(SEE NOTE 4 ABOVE) FL ivp. 5-11Rr—C lNYERM.A..T.ES�2_ ........ ....................... Vt/� OR ')AN ....... ............... "/G ,(SEC NOTE 4 ABOVE) PLAN TYPICAL Lf! BY BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* N.T.S. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone; (02020 EASTERN METAL SUPPLY,INC. 02020 TILTECO.INC. TIdTITy Accordion Shutter System �)..... BERTHA HVTM -co A.S,S.A KV.BLADE#1 W/OR W/O KY.WNMW IKADE /TL E No,441 American Shutter Systems IEV.N, DESCRIPTION DATE DRAWN fly: M.P TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 107 DATE: 7/2/202 STATE 0, .:r_A� 5355P....36..511,St..30.VIRG—�OE.S.n.Qfllv�3316t 4268 Westroods Drive It— (305)871-1530.F..;(305)871-1531 DRAWING No 20-164 kilt-0-I.co" We3L Palm Beach, FL 33407 3 Rif) GA-006719 ------ SHEET WAL ..... .. V........ ........ &TILUT Jr.P.E. AL I' %.%N SEAL/SIG FLOR A Lie.111 44167 19 OF 20 1111 11 . SEAL/SIGNATURE/DATE I r. c /2x 0.03 THICK .. L INSTALLATIONS W/ j } HV BLADE & HV CENTERMATES 1 2.000"M°x.1- I .6.. i ASTM A-653 GRADE 40 Min.p,_,;VARIES. I I Yin.G-60 CALM.STEEL INTO METAL STUD WALLS A METAL STUOs AT 16.O.C. w .'':.'.:5.:. o4GG O 6 0C 1 4"e NOMINAL GENERAL LIMITATIONS AND CONDITIONS OF USE ALUM{NUM SLEEVE r 411 12 o i FOR BERTHA(1)HV B1 ADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4•x 6 1/4•x 0.035"THICK mi.. I '.^;;3c1 � mE (;*x ( ( Ts 5 SYSTEMN INSTALLATION TO METAL 5TU WALLS CANT.CALM.STEEL TRACK CHANNEL,,a 6"O.O.? ®6"O C I I _-. R 1' SEPARATION TO SS SCHEDULE 3.000• AS A-G53 GRAVE 40 Min.G-60 I ! - -- GALVANIZED FASTENED TO STUDS I r•� I y ll l E SPA GLASS EDULE h 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75• - 75 si WI INTERIOR:J6x1/Y TEKEXTERIOR SCREWS ON 1 i EXISIING FINISH jg .. (psi)1 -- WTERIOR hEXTERIOR FACE I AS APPLICABLE �_j , St 1 2. MAX. SHUTTER SPAN: 84" MINIMUM T..- �7/IDI!!!!!UI/L7L1LUIlJ,' �1 WIND ZONE }!SE A p ASTM E-1996 SEPARAn0N 'a3< LENGTH + 1 - i MIN.SEPARATION q.e :r I° 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING GIASS--.4 TO GLASS f 'I, i ..................... i f: (SEE SCHEDULE) `-� — 43 ^ 4. ONLY ENTERMATE 2'9 W 24 HV LOCK ARE ALLOWED 1 7HRu 3 20X3 �BOL TN 4 4 T It:i!1 n"i (TYPJ < / ..._............_...._._ MUST PENETRATE 3c 1" `ls g 17 m WITH 21 ARRANGED A SYMMETRICAL LAYOUT. I - -- -------' USE OF (2) 35 (6" LONG. MINIMUM) MUST ALWAYS BE I 4 a^ „EXISTING FTNISN 4 INCLUDED AT(IERIOR OR INTERIOR ACCESS SIDE OF ,y@y Mi. 1 3/4%6 1/4•x 0,035-niC EL.I -. y ! iCONT.G/1V.STEEL R7ACK C1IANNEI I :1AS PPPLICAOLE CENTERMATE. !ASTM A-653 GRADE 40 Min. G-6U I ! _._ I I .•�,-_._.....A :A � �r GALVANIZED FASTENED TO STUD'J ..-_.... � r L....,T n T�_.......... j W/(2)06x1/2"TEK SCREWS ON ,INTERK)R k EXTERIOR FACE I ., 6"O C 6 O C I __".__....__.... 1/4^0-20 THREADS o. ax / !i._ I -!;'•�. ;f I'I`* BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 1 4 0 ELCO CONSTRUCTION. - ^Wa : 't e , 2 12 \ f �CENTERMATE 21 APPLICATION WITH BLADE tO ¢DUCTS FAB-LOK HD } Jb 6 1 1/2"x 0.035"THICK W! i VARIES.' r'Min.ASTM A-653 CRADE 40 =.e....J- -..;:2�:;M°x.'., �' D.C.Mm.G-eU GALV.STEEL ,• COMPONENTS METAL STUDS AT 16"U.C. Min. - ..=1 MS WALL HEADER/SILL INSTALLATION L vA i.....I I (TYP.TOP BOTTOM) OTTOM)PLICABLE SCALE. 3/ 1 .... _...{.F•.— I! .-_-......... Y..................... ...... ..... l T rIII•�—�.T,�;T___._. I '1 )4"x 6 , 4"x 003 5"THICK Min. `a; SEEL TRACK CHANNEL ..ZEXISTI G GLASS M A-653S4 Min.G560 GALVANIZED FASTENED TO STUD SYMMETRYCAL j. SYMMETRYCAL 1 MIN.SEPARATION VAR ES.,I W/(2)§6x1/ TEK SCRENS ON ++ INTERIOR&EXTERIOR FACE s 430 436�43c� 1 I: To r,IAss 2 (If xv CENTERMATES.__W/ ;'s" CENTERMATES W/ 1 1 I.. .,_... L (EE SC}IEOULE) M yl J l r. II EXTERIOR, ACCESS SIDE INTERIOR ACCESS SIDE =_. - -- - _-- ----- -- --1 ---- ---- --- ------------- r------ - ----- -------- -------- -- -- ------- -- -- ---------- --- 6 (TYP) `t I IN ;:I (VMin.) ( IN 44i (C _ _ ..... 1_. _ __. _..1 I........_._..-...._......_... --- ........ ---------------- ------------- ----- --------------------------� F----------------- ---------------- ---- --------- ✓—tz. I -------- ---- -:�'�\ 1' ----- 71-1 ------------------------- ---- ----------�i 2 4 ------- -----___............-__.._ --- -----_--w.-----_-,---------------- ---- -___-----------_-._.._ 1 --'_�_—_--_----__._.. -.i__._._._._. ..........................—.,..._._.^ L--.O•—__.._� ..... ... ___ -� .�' } -"--'?--- -_ _-_ .. i d -------------- ---- - =__==__----------- -- _---:-_ -- — --- --__ r�- -----�m-= 1_ J 21) 21, LocAYE"o AT 12 s" HV HEADER/SILL -----® ---- ------- --------- ------ -- -. -- --------- ------------- ---- ----- -_ - ,- �-�.<� --- ,�� �..,'�'`. A�-�.:..---------- VIEW Y '.fz(� ' 1..� xk? 3a(6 Min) •' 24, F:+' SIDE CONNECTION TO TRACK iT (TYP) - ._.... .-..____. ._,...._7. `'>-..:..... ..._. -L. ............6 1/2"MAX.SLACK # ....._._ - :_ 6 1/2,(TYP.) ._.....-,- ..._ ....___.._...7 ... "Cont.) HVA F�/B BLADE SLACK DETAIL HVF EVC FLORIDA BUILDING CODE(Wan High Velocity Hurricane Zone' 1t iiilt fIK+1 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY.INC, Accordion— Shutter System OR 1LEC ® INC. n A m Hv. mroE#1 w/ Wo Hv.wroa+DCENo.44 6 American Shutter Systems :l OESCRIPIION PATE DRAWN BY: M.P 5I N.W.TESTING . ENGINEERING COMPANY Assoctetlon, Inc. 1 OLD T�-•t0�- �/z/2oz:: DATe: 2/z/zozo` =� STATE F Pno ( -1530�RF..:((305)871n-1531�1 4268 Westroads Drive 2 -"""-- 6353 N.W late.SL.St 6i 9'•. -.- DRAWING No "' Q. •'\GL,.� t� -nail:uu,..®.L om West Palm Beach, FL 33407 s _._._........._............. -r S+/ 4t" ` WALTER A TIM J,P.E. 4 0—��� °'1,s ONAt 4 FLORIDA U,B 44167 5 __......_ _._._ r'FupmNNT�}e``SEAL/SIGNATURE/DATE s --"""""""" SHEET0OF 20 I