Loading...
HomeMy WebLinkAboutProduct Approval f t uciSHome tag in Useriheg stratroii hiatToptam Submit Surcharge 'S�fl Foci;= piMt 6001s Fac starliaSShe Map Links: Search`. •T rPoduct Approval g xfrsea_rubiicUser RECEIVED G :•i;r.a*-S� >Ti - :.'.tx� ,ri5��.._ E.i�!>Application Detail JUL 03 2018 FL iaFL384 R9 Application'TV06 "" Revision ' ST. Lucie County, Permitting Code Version 2017 APpiication Status Approved Comments Archived Product'Manufacturer American Sh a As on,ICopy Address/Phone/Email 4268 Westro' West Palm , 7 (561y209-fl Authorized Signature. Bill Feeley irgdnguei@easterririietal.com Technical Represeptatnre Address/Phoria/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance.Method Evaluation Report.from-a Fior'ida Re§istered.Architect Dee Licensed Florida PiofessionafEngineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Ti.lit,Jr.P.E. the Evaluation.Report Florida License PE-44167 Quality-Assurance Entity National Accreditation-and Management Institute Quality Assurance contractExolration Date 12/31/2018 Validated 8y john.Henry Kampmann 7r Validation Checklist-Hardcopy Received Certificate of independence #13S4:-0+;�E:f}.__1T- "ttg �t;,—T Mar Or :J, �„'tPr 17 1�7- (ERi F4CA�FC+FIP![3EPFiVrfFN(E.PDF r!?�9"FD £'fic�r srcTt�?a';=lL'TFE�� �Ti�'-r G5�'_-_'-+•-rte rElf A ts3f}'_f' TidjjF !Pl7eNr`j r i s 1E RR3O99 COU A tERLCAN HUiTE SyGTCtdS tlpi:�'IFPlC:.S7-tll . r•?xctr ,a c�: trn - - CE• _ TE t5F��[', F,�,Tr•t:F'PT=E Standard Year ASTM E-4886 2005 ASTM E-1996 2005 ASTM E330 2002 TAS 201,302,203 1904 -- RECEIVED __..— \ JUL 03 2018 NO 1. BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS i t THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN%VINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS AREA J# HV BLADES n $C dm BY MULTIPLYING THEM BY 0.5 IN ORDERTO COMPARE THESE W/MAX.(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 3 IICREAS WAFY ND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1,60 WAS USED FOR VERIFICATION OF FASTEN y WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SIIUTTER SYSTEM'S ADEQUACY FOR WIND AND LAR ISSI I CT L A3 BEEN 1 ANCE II F THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 3e-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -ITV DTADEQ �D214.01-Q3,(#0715.01-03,g1Q04.01-09, I#T214,01-05 03T-.0 0609 - AND{JO Ot-T M,_i,O, 02203 PROTOCOLS AND ASTM E-1886 gI?��, 2:.HV 8LADE Cj}�{`}D WINDOW LADE C1+1A AND E-1996 STANDARDS(MISSILE LEVEL D, WIND ZONES I, 2&3) & �' .01-1 A ERT 203&2 OLS ISSILE. (WHERE APPLICABLE% --HV WINDOW BLADE Q((0505.01-08 AS PER ASTM E-1886 AND E-1996 ASSILE D.WIND ZONES 1, 2, 3)BASIC PROTECTION ONLY AND 9 0725.01-88 AS PER TAS 202 PROTOCOL. 'TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET S INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.MN BLADE AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75"AND A14x1.75'RESPECTIVELY, 410-W MINIMUM SERIES CENTERMATE DETAILS HV SHEET 6 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHI£LD C ATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS IN SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksl AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE U: 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE Q&p. WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 S. THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT 1#6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 115'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA 3:_HV WINDOW BLADE ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL Hv AND HD _ � CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. A� 4: HV WINDOW BL ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION STUTTER 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 VATH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S 114STALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS FRONDED BY THE JURISDICTION WIfERC PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY 0r THIS PRODUCT,BASED ON THIS A.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 IS THE CONTRACTOR'S RESPONSIBILITY, OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.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. (6)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIONATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 3jpN1'7r���r:>� FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone 11LT �r��.. 42017 TILTECO,INC. OP @20$7 EASTERN METAL SUPPLY,INC. ENS ...... BERTHA HVTM ` n1L C o imc. A Sr S A Accordion Shutter System ■ ■ ■ ■ w.v.BLADE#T w/OR wjo HS.WTNDcnv BADE � �� z American Shutter Systems �,,N OESCRIPTIpN DATE DRAWN 8Y: L.C. ti TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I QLD 15-085 7127/1 GATE. 07/27/17 ' ',t 6353 n,W.16th.St..SU.MS.MR81644 a UViS.FLOn.3316 4268 Westropds Drive 2 Pnons (305)871-1530.Fox:(305)87f-1531 DRAWING No .L` .... West7 t1L EB-000871p 4 17�'�O/ wS`(�A1114,`'1r,M WALTER A.TILUT Jr.P.E. P.E.~SMA 3161106RE/DATE FLORIDA ue.9:4167 s SHEET 6I OF 20 K la i a t/ -J'a r09 Nwl/",W fitl,OEtQ ,� VARIES-77i�5 " 1.4 ,1 J 04$1 1t 11`.43_' 4.3'ti" I 4,554• � �. 4.585' _._I T- ._i c� ��°rs 4.857.-^ t__4.999' `� 'YJ .3Ib f .� B)HY9Q!Z180'\STARTER �HV SOLID BLADE G1HV UNIVERSAL FLOATER COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE Wj QUALIFIED FOR USE W/ HV BI.ADEij t¢)}3V DIRECT MDUNT HV BLAOE 1(} .tA H_ WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV G063-T6 ALLOY AND TEMPER i -SEE LIMITATIONS QF USE OF BLADE 8 ON SHEEI 19 6063-T6 ALLOY TEMPER ,12 1pa-F,-'~°,}-) I 6063-T6 ALLOY AND TEMPER 3.§-•—^'s t5Gg�„• �e o - I..... {0085" o��r, .67' � •--3670-•• ra{ 3.556' �._' .994" .6..79?.:,0�' I .670" .2t:� ' Im ,072 s' 842 1P8115" 2 - o .Oa(1 HV ADI ADAPTER �f LIP . a.dJ6' L7475' •--.................. '-t.022z6• QUALIFIED FOR USE W/ HV (g'+F�,V WALK—OVER TRACK I 18�HV ApJ, FLOOR TRACK BLADE(D `' OUAUFIED FOR USE W/ HV (9J1 HV' TRENCH TRACK $5' ` 6063-T6 ALLOY AND TEMPER BLADE 1' QUALIFIED FOR USE W/ HV �`* QUALIFIED FOR U((S�E 1V/ HV 6063-T6 ALLOY AND TEMPER BLADE 1i}ONLY. 41O HV RAINGUARD 6063-T6 A ODYEAI7D TEMPER nl VARIES 'n 6063-T6 ALLOY AND TEMPER _OUAI•IrIEO FOR USE W/ HV VARIES �.�3s w, 6063-T6 ABLLODYEA D TEMPER m VARIES 93 �08J" o II ..083' t { .100' o • ;¢60 n A60" �� r�,} 1870 ��„� YA93*o� Oso' i In m�P3 k 870' 1.686" o ?.� '� 670 "�- (tti HY CEILING gDER L2 HV HEADER/SILL � HD CEILING HEADERfSILL QI LIFIED FOR USE W/ HV BV+DE 1,ONLY, QUALIFIED FOR USE W,( HV BLADELi�ONLY �( C� 6063-T6 ALLO AND TEMPER QUALIFIED FOR USE W/ HV BLADE (1¢, HD WALL HEADS SILL SEE SECTIONS FOR VALIDITY' SEE SECTIONS FOR VAL1011Y. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 111 ONLY. 6083-T6 ALLOY AND TEMPER 1 ! COMPONENT A 8 TI T2 Y. Y t MN.%MN.YMN.t I y 2' j 2:0.125' 0.062" 1'7) 2' 5'VAX. I/8" 1/8" 3- I 3' IO.C90- 2' S'V.JS.I 0.192" 0.192' i-_- x Its SIpE ANGLES i OUAL1FTEp FOR USE W/ 2.5" 17AX. 0.140"t0.144' U ACOR,NER POST HV ALUMINUM ANGLES FIEG S FOR USE W/ Hv BLADE!�T'1 QUALIFIED FOR USE Wj HV -•---: --=--- BLADE C?) 60b3-T6 ALLOY AND TEMPER BLADE,J ONLY. ;`AI + 2' 5"VAX.'0.139"+0.1:51" 6063^T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ECO A,,,`,s., , �"(Cru/tsrsf FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione k A. }YYYS �. "Sari'i{"wM 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY,INC. /Im BERTHA HVTM ! Accordion Shutter System ,y H.v BLADE#T w/OR w/o KV.xih�ENt BADE TILLIT TESTING & ENGINEERING COMPANY AmBrlccn Shutter SYSt8m9 Cy,N OE6CRIP110N DATE DRAWN 8v: L.C. + 6355 N,W.351h.St.,Sit.305.Y.FCINA CMDERS,rL(RDA 3316 Association, Inc. t flip 15^085 1j27J1GATE: 07/27j17 --d� Phone:(305)871-1530.Fe.:(305)871-1531 4266 Westroads Drive 2 DRAWING Ne fit^ �ORID '4 t m�ER�ry00067t9�m West Palm Beach, F!. 33407 s 17`,107 y//5 V% WALTER A.TII.0 T 41.P.E. 4 -- V rr�jL 1 4 FLORA LK.f 441167 5 SHEET P.E;'�E7)+ld1F+ Drrrt/I�E/DATE 6 2 OF 20 ~ ^ ` � | | | | � r | � \ . ` i r2b. NOTES ON HV LOCKS AND CENTERMATES: 1 �.,�. I 83' G�I',lf „7 .•�S�c,�y 1. MANDATORY ANO OM N!1; ONE HV LOCK 223 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 13,5, fI If TT' ,L: OR 12'ABOVE OR BESAW 1j2 OF SHUTTER SPAY FOR SPANS UP TO 105",AND FOR iNSTALL�iTIONS AT ANY 7 ELEVATION, HV LOCK r25 or`?3 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @LV OR n"�j ( CENTERMATES W/(2) 1/40-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. qs �. I �D�+ 2. OPTSONAIL CQNDTNQN N11:IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO 1N + fj °,I�n7 V V I -" LOCKS Qg , 15 OR" MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(El' -49 OR T SHALL BE AS INDICATED ON NOTE(I)ABOVE. 1 ' E W i / -- ,-fir LOCA ION OF LOCKS SHALL BE AS INDICAT D ON TYPICAL SHUTTER ELEVATION. oR-xq 3 V 3. OPTIONAL CONDITION 2 O&ITI,ONLY WH RY CONDITION#1 OR LIMITED MANDATORY CONDITION USED 1, y(J�)YO H-V, LOGKS): LOCKING RODS $ARE NOT REQUIRED AT��iiURRICANE POSITION, BUT MAY 47aR 5 6 aR 4 as(54 '� r-2�"'�5 8E USED 1F DE57REp TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS�5 OR AN ALTERNAT4VE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANlT9$(coNDR10N i2.• ONE HV 40CK�Q� ¢g{[ S,L7ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LO K(24 or Q5 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO Q-3 CORNER CENTERMATE W/(2) 114 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS CS Ta AT TOP& BOT`1�`OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Noc-xve MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ' �� q�• 14 EIBST AITERNATE TO MANDATORY CONDITION 11 VAUD ONLY FOR W LOCK I%/SYMMETRICAl CE11VERMATES I*•ONE ALTERNATE HV LOCK 2�MAY BE USED IN LIEU OF fN LOCK��++$$or 5 FOR ANY SPAN AND INST ,ONS AT ANY ELEVATION. AL5`ERNATE LOCK l2� MAY BE USED AS LIZ? OR OUTSIpE LOCK.ATTACHMENT OF 1/4'0-200/4'S.S.THUMBSCREW TO',j ORAS CENTERMATES SHALL BE MADE W/ 7J4"0-200j4"ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE U5ED qT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CQNDMON J3 FOR KEYSTONE MOUNTING INSTAj TTA ONS; ONE HV LOCK I�j or @,or 28 SHALL BE i USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPARS UP TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK+2&or g or @ MAY BE USED AS AN INSIDE OR tIf OUTSIDE LOCK, ATTACHED TO CEfj or a SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. _I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(i5 Wf 36 CON ECTi4Pi SEE ENDDE ; ) ' S OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. TAILS ON SHEETS10& 1s nP. FULL 11 r j *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER �,W 40D%IDM---...__ ....._._.__...-__..�_..:' 1. SECOND ALTERNATE TC.. NQATS)C�'CONDITION VA,I1L0�(lY FOR 'T,a.S(t_7SQ-:SIO - ♦ c 9 NO 1 CENTERMATE �,�,;QNE ALTERNATE HV 'T' LOCK f MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR O�FOR ANY SPAN AND (��f'1�C)-��Q3, INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT @0 'u lVJ OF LOCK(556 INCLUDES USING REINFORCING LOCKE 2j.AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE dl�•;�)°a�7)-;13�°ntT71-l5;ox - �, CONNECTED TO CENTERMATES @ AND!�W/ 1/4"0-20 x 1 1/2"LONG S.S. THREADED BOLT WJ 7/8"0 x 3/32" `:J WINGNUT OR W/ 1/4"0-20x1°S.S.M.S. INTO A 7/4'0x 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 6D+4•:t @,«R(6J-(7)•@ 6R MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS O3}TOP AND BOTOM IS MANDATORY. (9r-tlrs«(1J•I�s�°p,9'-�N�3„ q, *NOTEC L :.ONE ALTERNATE He LOCK(3-¢MAYBE USED IN LIEU Or TYPICAL LI) HV BLADE SHUTTER ELEVATION HV LOCKS fig 4R�9 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK @1 MAY BE USED AS AM INSIDE OR OUT57Q'E LOCK.ATTACHMENT OF HO LACK 731'Ta g,IS W/3#6 x 3/8'F.H.S.B.M.S..AND L, LUOES N.T.S. REINFORCEMENT INSERT 331 AS SHOWN ON SECTIONS H08-HVB AND HDC-HVC,SHEET 14. LOCK MAY BE INSTALLED AT MIDSPA4 4R 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS a_,Is.COMPLETELY OPTIONAL. FLORIDA ( Cnn igh stocity urricone Zone, •• /, �, 02077 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM 7c7o " AS SA y�i �H�. , , , Accordion Shutter System H V. 8(A7DE#1 W/CR W/O H.V.WINDOW BLADE American Shutter Systems Ev,x DESCRIPTIDII DATE oRAwN BY. L.C. TILLIT TESTING & ENGINEERING COMPANY TE F y� + A9saalation, Inc. , OLD i5--ass 71n/1 DATE: o7/z7/77 ,•F. •.'�`+• \' 6383"N.381h.St..Ste.305,MMM GARDENS,FLOROA 3316 7 Pant:(305)871-1530.F°x:(105)071-1551 4266 Westroads Drive 2 DRAWING No ",�+5;,•-j.,.,,...c 17`41 o-m0 Egteoosiie1— West. Palm Beach, FL. 33407 3 17-1Q7 WALTER A.TILLIT Jr.P.E. 1 FLORIDA Ul.H 44197 S SHEET P.E. SEAL/51C1�tiTURE/DATE 6 5 OF 20 —CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK POURED I (SEE SCHEDULE ON REQUIRED 1/4'0-200/4'S.S. POURED CONCRETE- J SHEET 13) CONCRETE ANCHORS 7 MACHINE SCREWS CONCRETE REQUIRED SCHEDULE ON REQUIRED (SEC S 1 107 @m&&,w� SHEET CHI W CONCRETE ANCHORS E(SEE M�UNTINQ@ON SHEV 7) 1 PlUls"I'l"12 (SEE SCHEDULE ON SHEET 111) 1. -20x3/4"S.S. Min ED MAEO 1. USING 1/4'-20 14VTS - 1/4"0 FE I MARINE SCREWS 0 12*01C. 250*M... 13 15 @ OR @ E.D.- P 250' 1 .250'M.x. E. L r MR.. OPTIONAL i'i `-OPTIONAL MTL SUAROION L TO MASS w. MIN. SEPARATION 10 CLASS i.-SO�IEDVM ON 1 ••.-{1 OR (13* EXISTING.. 11 FOrr OR 19 WEE OR 11 1 1 1 _@ CLAS SEC SCFCOULE ON SHEET I I EXISTING MITI.SCIRARATION TO CLASS GLASS--4 wm (SEE SCHEDULE ON SHEET I Al EXISTING GLASS HV WALL HEADER INSTALLATION H V WALL HEADER INSTALLATION J) HY WALL HEADER INSTALLATION + KEYSTONE I I FOR GAZE C, 1! ;_ I I -OPPONAL MIN,SEPARATION TO CLASS EXISTING DULE 014 SHEET CLASS- (SEE SCIiE IT MR SEPMATIOR ---DOR �R* EXISTING L_ MIN.SEPARATION TO GLASS GLASS + . (SEE SCHEDULE ON SHEET I I)- EXISTI14G : I ED.- GLASS— OP ail; iIi'I TIONAL _FI14'MO.. @ on @ E.D.- F. D. 1 17 19 1 LED, ra� LJLJLLd 13 OR Min. ------f OP(tR ;E" i/4"0-2Ox3/4*S.S. HILUPS 0 F. _EO_� PHILLIPS TRUSS HEAD 1/4*1:-2 'N 17 OR@ i MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HVIAAC IN PSCREWS CONCRETE ANCHORS 1/4--20 NUTS 0 12"O.C. L-(SEE SCHEDULE ON IN/1/4"-2G 14UTS VP 12 O.C. -7 (SEE SCHEDULE ON SHCCT 13) MT..- POURED CONCRETE- SHEET sHErr t3) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BL06y- trSHCRETE ANCHORS REQUIRED WALL REQUIRED (SEE SCHEDULE ON HY WALL SILL—INSTALLATION Q� POURED CONCRETE..../ S14LET 14) )HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REOUIRED "E HV WALL SILL INSTALW_ IQN INSTALLATION DETAILS WZ I-SE SHEET 4 FOR TYPICAL SI­WTTCR C.D.-EDGE DISTANCE E+ SEE LIMITATIONS OF USE FOR ASSENLY CILA HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS C-14 SHEET 13) eLADE(DAGN SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. Velocity Hurricane Zone: FLORIDA BUILDING CODE(Nan Nigh ToWilk 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM .4 7 ASSA Accordion Shutter System iL ECO OINC. Accordion BADE#1 W/OR W/b H.V.WINDON MADE z /71 . . . TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ICV,N. DESCRIPTION DATE CRAWN BY. L.C. Association, Inc. I OLD 15-085 77/27/17 ME, 07/27/17 $56 14.w�35th.St.,St...10.MROMA WOM,FtORZA 3316 4268 Westroads Drive 2 Ph.* (305)871-1530.F.,:(305)871-1531 DRAWING Re 00671g West Palm Beach, FL 33407 —3 17— N67 -0 4 1 VIALIEE A.IILLr J,,RE rLOn,DA 41 57 5 SHEET P.E. SEAL/SIG14ATURE/DATE 6 OF 20 _CON'CKIE ANCHORS •-^--41�OR ice' r� 'O POURED rce�PAruna+ f r" ♦ rl. I u:vGLASCOIJCRETE (SEESCHEDULE ON SHEET 13) mass(sc r: EXISTINGIO ctAssREQUIRED GLASS---{EDGE OFSLAiAW u,n. PNUMN Sal )APPLICF9LE EXISTING a ( S.M 1111)GtA55�' ALTERNATE I _,{ i+ E%1511NG ! Fro, F,4 i ANCttOR i i ) 1! CLASS'-'' +{ - --��- � tOCAT10N i I i i - " HE WASHER HEAD i i i v i i i t -Ulu -- i °RRE OR 1 rJ • I 3/a,U". % TEX SCREWS t4 12"O.C. i � �Y EDGE OF ��I I i 3/87 u_1% CONCRETE ANCHORS 8' I SLA6 IF (�6 C- '-"' (SEE SCHEDULE ON SHEET i3} �0 EQ I , APPLICABLE \r'-'vi i I I EWE OF ! O , EXISTING GLASS— 1 n ;i II EDGE OF--•a • .i�- Ili ' APFUCr6LF L:_.:.._ .__ _,...---...._•__.__� SLAB IF (. 1/2 `t-1- EDGE OF -J-C D' I IAfl.STPARRMN I I APPLICABLE / E•D.. r .Q, _. PUBralori F • . __..Ji/.. .._..�...._. POURED T`HEAD CONCRETE ANCHORS tO TUC tSfE / 4UREU ---�-E.D.+ 8 CONCRETE � I I I �ffF'��I • CONCRETE SEE SCNEUULE ON SHEET 14 'Sbs-axF ar sk'�r REQUIRED ( } .' 11 fDR GALE(Oka ' 'I --(I-)OR +CONCRETE) -, (_i�. REQUIRED FLAT HEAD CONCRETE ANCHORS f DCSI,e F� REQUIRED E,D.•- -^E O.'---1 (SEC SCHEDULE ON SHEET 14) RAGES(p 1t � I ) TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. �+ HV FLOOR INSTALLATION t (�HV WALK—OVER INSTALLATION SDESIGN CHEDULE PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION ET 11 EXISTING "__ "I SEPI lw uv CONCRETE ANCHGRS_ "GLA"'"'{ : Glue •. io grass I+I 1 „_� __ _-_�1 (SEE SCHEDULE ON t/4'0 ITw BITJ.LEx TAPr-.mN W!^_1° 31°�T'us —~ �y ----fgTL sCllEpxe I t ',�__ 't SHEET 15) f I HI7A4CFA TNRFADtai!t I l!J qr SSKkT 11) i' i i EXISTNJC ,�..._. t EXISTING EXISTING--j GLASS--�- TEDIRxX.OGr E 1/4'0 MIC ORS W/ 1 4 GLASS-' t I GLASS .-1(sFF•s Fx�Eau`tIE�OINII."L+r) I ',i---� I � - fI57EMR5 TAFPERt raKNDRs wl I MAX/ 1 i LIt.!,FAR....i0 CLGS I I 3/4'WN.11A8EOLeff O 6- D 1 1 I I I I 1 -`(54's ql T;VkY 11 I I I I ISM' ) 1 OC.FOR GR r eS LA SPAN fAT) 4'O.C.FOR SEWS LARGER 8414 11 i•i 4 t V-0't1P m 6'-0'LAX.APRY�7r@ SENANT AT EVERYFASICN�Jt HEAD[ / (IYP.J(SAE N'3TE 1 OYT dE,p,t HEX'E.D.' rI SuMr T1 1'IOR LI.I.ONS3 8 OR r I - ! T WASHER NEAO ! I I 7 t� I I 1 CONE.SFANdi 9 I ..._ `- Fr//• I I (I .-TEK SCREWS �__`_-___uTi. 'y'y - -W 12"O.C. t814x3/4" HEX HEAD.._.. ' -4 ). / 1 3/8' ! I � ' �� 1/4'P-26.3/4"S%+AS iEK SCREWS 0 S"O,G. i -- � .,i-#14x3/4-S.DS. I i I{ I T/4` I+ 4-USn7G 1/1`e-20 NUTS OR 1/4-b-20 B.S.M.S. CONCRETE ANCHORS b f ? 'Q ]I L tl 9'O.C. L.�. MGz. I- I; tY/NOT a 9'O.C. r-(SEE SCHEDULE ON .1 �2 A f SHEET T4} f ` f `-Fr4`-----^ EDGE OF // O 1/2"--.�T 1" • J"17 R 18 .ri, �.• •t� E.O. t..s irnffG Nm!STRUcfURAL 17 OR 18 I \ 2.00°MIN. WALL TRIC DECOWNE SLAB IF t t` _.�74x3/A-F.H.S.D•S. - MIN. -REDUrRE6 r• r -1--r 7/8_1Ji APPLICABLE�'"-t _"'�'.a. ,� :._J.� <r y D.C. I'• - POURED CONCRETE -.' .., CONCRETE ANCHORS `'-SEE NOTE 13(b} ���-- 'S -----E.D. POURED CONCRETE-) (SEE SCHEDULE ON Old SHEET I EE NOTE T3(b} NY -' POURED CONCRETE ON SHEET 1 _...� -£,p,.' OR CONCRETE 6LOCK SHEEP 14) OR CONCRETE BLOCK ' ------•---=-- -----•--=-----^---•---i='------ REQUIRED REQUIRED (M)KEYSTONE MOUNTING INSTALLATION OPTIONAL-I POUREDJ K HV WA L FLOOR INSTALLAT ON MAXWUM ASA-DEVON PRESSURE»54:72 c51 CONCRETE U AL ION (� FIV WALL WALK—OVER INSTALLATION LAXWUM WILMER SPAN S-0` REQUIRED J) HV RpINGUARpINSTALLATION t 1MI 2-S MOUNTING EC IONS CAN BE UItER ED t OR E'NTNRANCE AIONOPERABLE9E-XR 5EE L'M�,A014 S EE7 1£FOfi E.D. EDGE DISTANCE RV fMBLY INSTALLATION DETAILS W f t1`) HV BLADE S , , B WO ANY WAY O�SUITORAN�INSTALLATION. 4 (SEE SPECIFICATIONS ON SHEEP 13) ddd RftdOYARLE WHEN PERFORAtEO BLADE NAI OW SHOE USE NOn High Velocity HurriQ4ne Zane k x Tr ~ FLORIDA BUILDING CODE g v 14 n •• =iGE 62017 SILTECQ.INC. ©2017 EASTERN METAL SUPPLY, INC.ERTHA HVTM 1 I L� A■&S.A■ Accordion Shutter System HN. BLADE#1 WJ OR W/O HV. tMNID01N MADE ` S TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems CV.No DESCRIPTION DATE DRAWN 8Y: L.C. Association, Inc. I OLD 15-085 1/2711 DATe 07/27/T7 /t\•• n y I 1315 R.tY,36th.St.,Ste.305.YIRGMA GIAOF.M,FLOROA 331E Ph°A.:(305)871-1530.F°x:(305)871-1531 4268 Westraads Drivo 2 �J'f ajr�A�y sEl °-m°2:Ultm na.°om Wesk PQIm Reoeh, FL 33407 3 DRAWING No ES-0006714 4 17-107^a�� �/Il�t•Ilr WALTER A.TILUT Jr.P.E. FLORIDA Li°./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 5 7 OF 20 SEE NOTES ON LOCKING RODS HV LOCKS(D SEE END WALL CONN ETS 10 A r IS AND ALTERNATE 14V LOCK @ 014 SHEET 5. EXISTING CLASS INSTALL TIONS W/ HV BLADE SIACK DEF04L hVF IS VALID FOR ALL —0-0 7T BLADE WZ -HV CENTERMATES CEuTERmTES APPt.,CATION WITH 8LAOE0 @ SEE END WALL CONNECTION 0 EXISTING CLASS DETAILS ON SHEETS 10 & 18 1 t @-@-0-@- 4-6. 3 1/4- 7- 1/2' 7- 'G fi�I-TO,A%LOY)TAALII.Ii, OPPOSING SYMMETRYCA ANGLE /2 @ ANCHORS fG CONCRETE CE TERM TES CENTERMATES MIN.SEPARATION (TOP/BOTTOM)& I TO GLASS iii RIO.3/4*S,&4.S.0 12' W/ HV LOCK a4_0 W1 HV LOCK (SCE SCHEDULE (4)#10xl/2 S.M.S.TO luw7, 1- D.C.FULL LFISIGHT. AT EACH ANGLE.(TYP) ON S.HEET 11) F I N—] 0' AA 1/2. 3 tj j (2aur HVQ) HVB POURED CONCRETE OR HVA @-43 EXISTING GLASS CONCRETE BLOCK WALL @ •@_0 7 .FXISTING SYMMETRICAL 7Z 6 nON.SEPARATION GLASS k TO GLASS 5 P, @ I\rSNG CENTERMATES (SEE SCHEDULE "A's _j OPTIO14AL ON SKET I q3 INTERIOR) til MIN. SEPARATION\ '-EDVLE \=I (SETSOC14,11511LE OPIIO14AL ON SHEET 11) (INTERIOR) L CONCRETE ANCHORS 0 FO U-T < Z, !ES" 16*D.C. 3 VARIES 6 1/2 LMX.SLACK AA Fo—u-T] E - 90' ����t l��' rr� "s'�r,'' fi• � F0_67T (EXTERIOR) HVE HVF** FLORIDA High Velocity Hurricane Zone' HVQ BUILD11 CODE(11- ...............A/,1, 02017 YILTCCO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA Wo.i Accordion Shutter System �m EC o A.SaSmAn KV. MADE#1 W/OR W/0,H.V.WINDOW RADE American Shutter Systems DESCRIPTION DATE DRAWN SY: L.C. (31 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-CSS ELM DATE-. 07/27/17 Dinti° 8355 2 k ..,-A,7 0 (305)871-1*31 4Z68 Westroads Drive DRAWING No ....... N17%5 --- Wast Palm Beach, FL 33407 3 17-107 EO-OM6719 4 WALTER A.TILLIT Jr.P.E. 5 SHEET FLORIDA U.. 4.107 P.E. 5 L SIGNATURE/DATE1 6 8 OF 20 i '- POURED CONCRETE RED CONCRETE ---POURED POURED CONCRETE OR '-• 0 i- ORUCONCRETE RE7 CONCRETE CONCRETE BLOCK WALL OR CONCRETE / OR CONCRETE i REQUIRED BLOCK WALL REQUIRED DLCCK WALL REQUIRED -""—-" �" BLOCK WALL REQUIRED / EXISTING CLASS EXISTING GLASS ' I CONCRETE ANCHOR--I -` '--- -�j / I EXISTING CLASS --F.%ISTING GLASS 2"MRJ.. // a 16"O.C. _ _ _ ( J-�. ' -2"MIN,- ' -r-'/ IAN.SEPARATL'7! } -- L-t' 1"--I S I TO GLASS(SEE I r� - - 1)1 MIN.SEPARATION SJIEDULE ON S!EE N.N.SEPARATION I I! N.SEPARATION EO i' EC i0(,TABS(SEE 11 FOR BADE QAND TO GLASS(SEE SCHEDULE ON + I I I TO GLASS(SEE S0iEDLAE ON SIW 1/16'x3"MAX. ON SHEET 19-0R 1 1 SCHEDULE ON SHEET 11 FOR BADE 1QMro (6061-76) CONT,-~-•� C•U•DES Qi& 11 F�BLADE m _ 11 FOR E ON MEET ON CM SHEET 19 FOi I/2 !ON SHEET 19 FOR EITHOAN (LOCATEAT 1�-- SHEET &0 ALUM.CLOSER ' --j BiADESQ&G) ERH R SIDE `• �• S Q&© PLATE, (LOCATE 1/2•1% ` I ` 6VDE5 QQ&® T- OF ) I I AT EITHER SIDE MIN I-�- /2"LAIN.- _ I OF 1 I I d•USE I"OR 2"MAX. I ____ - (AS APPUCABLE)x2"xt/8'x0'-2•' ` S .M.S. dIOXI®2161 M.C. ---- 0 16"O.C. I� 4 ALUMITIUM CUP ANGLE - (6063-T6 ALLOY)ATMIDHEIGH!Y 1 /� �� (1) #10x1/2'S.M.S.Top& L`dJ}-� (2)1/4'9 TAPCONS ANCHORS TO WALL AT 1"O.C. (LOCATE AT OJ SEE DETAIL X f0�t r~ • / / i SIDE CONIJECTION oR ERHER SIDE Of Q4) RJ I O OR 6011 ®• I SEE DETAIL% FOR O OR �• I TO TRACKS - SIDE CONNECTION + w®«©•Oj wOwIO•®« SEF.DETAIL X f0 4 6 7 8 1p «6. 7«&w 10•®« TO TRACKS «6• 7«8«f0•®« Ip, SIDE CON14ECTION «0•�w��'®O1 8 ®°©'�©®° TO TRACKS IOP®«©•�«®•©« 10q®w©•©«©�©« ` 10P®5«©•�«®•©« O.O'©°'O'O•®w 6 7 6 7 016 END CONNECTION DETAIL 1Q END CONNECTION DETAIL 02 END CONNECTION DETAIL 03 END CONNECTION DETAIL --V/,74 REQUIRED ONLY FOR SPANS GREATER THAN 121-0- /'•POURED CONCRETE OR r-EXISTING GLASS CONCRETE BLOCK WALL EXISTING ®.- �' REQUIRED �f>IA55 LAIN.SEPARATIOI! #100/2"S.M.S TO SEE SCHEY-1 014(S!•T� 16"O.C. ��\ LAN.SE4ARATION TO GLASS(SEE D/ r-� _ _ _ n ___...__ `©OR®OROOR I 11 FOR BADE OMD CONCRETE 1/2'MIN. SCHEDULE ON SHEET _ ON SHEET 19 FOR AIJCHOR 0EV &, 17�ry� r 11 FOR RIADE OAIJD ..� �— �OR130R(9OR(3 CONCRETE--, Q\ -' BLADES ID& 12"D.C. l'\ v ` / O5 ON SHE ® � -- OR© ANCHOR ( - O&© -- D.C. L 1____ 1/2''MIN. I 'ice 1 _ iit_�- 1/? — 1 I l _ ' � I EO (7 OR HO OR)O OR 2"MIN. 2"MIN. • SEE LI817IONS Of USE FOR VIEW Y I !60 BLADE 1A ON SHEET 19 QpN�30R 1�OR 1�OR 1�• DETAIL 1® - POURED CONCRETE OR - ®«©-O7«8Ox'.Ip•®« CONCRETE BLOCK WALL 10•®«©•©«©.©w END I S ALLATION REQUIRED 1fi a®w©•®F©:©« ©•O• HV BLADE OR h HV WINDOW BLADE INTO p p«©•O«p ®« CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SO 60 ®w OO ®w�'O«p;®' '� 10 L© � ®«� ®«©.® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 nuEco,INC. (0+2017 EASTERN METAL SUPPLY,INC. F '• BEATHANVTM Sid A.S.S.A■ Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WNDOW MAX American Shutter Systems stems C! EV.N DESCRIPTION DATE DRAWL!BY: L.C. TICCIT TESTING k ENGINEERING COMPANY I �C'� •• •`• `t7Q'11�\ 8355 MAY.SEM.SL,Ste.305.MRGM OxA0E116,RDRgR 3116 Association, Inc. I OLD 15-085 7/27/1 DATE; 07/27/17 �nt)151� Pnonx:(309)871-1530.Fa :(309)871-1931 4268 Westroods Drive 2 S' .......' G\ 1d a-mc11:P' x t—O.olcan West Polm Beach, FL 33407 3 DRAWING No y /CNA L��,ij1L EB-0006719 + 17-107 rn"//x////•'"I WALTER A. ..j Jr.44 P.E. SHEET P.E. SEAL/SIGNATURE/DATE rLOR1DA Uc. Sxi67 s 6 10 OF 20 SCHEDULE 1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM S14UTTER SPAN*"L+" �s¢��Y 6 - � & WJ ONE HV LOCKS CONCRETE & (fQ. FOR INSTALLATIONS Wj OR "L-" (ft.) FOR R L-" ft. INSTALLATIONS 1ht57AL+tr1gN LEGEND • Nt1TES: ENTERMATES. & or tar INSTALLATIONS V// W CONCRETE tV00D {1} L+: MAXIMUM ALLOwaBL£SPAN FOR A GIVEN W/ ONE H.V. LOCK 0 or Cl or ar ® POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK �W/ NO LOCKING RODS or ONE HV LOCK or or L-: IAAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE OR WJ NO LOCKING WALL A. B, C. D. E. M, N, O, P, 0, A.S.D. DESIGN PRESSURE RATING. CENTERMAI@ 280 29 VI/ ONE W/ NO LOCKING RODS ODS COUNTING F. K & L R. S. & V. ko"T'• LOCK 30 W/IWO 1.0( NG (SEE NOTES t.tt) (VAUD FOR MOURTING(ID (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM i0SEE SHEET 7) rL00R/CEILING G, H. I, 11, J T, U, W & X WALL MOUNTINGS(TOP/80170M) OR FLOOR/CEIUNG: OIEc t CONCRETE&WOOD MOUNTING CON 1 3:1.170 INSTALLATIONS O NAX" ,DESI INSTALLATIONS INSTALLATIONS & 1A GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATItJG, ASO.DESIGN ASD.DESIGN AS.D.OESIGN FRESSURC WALL UOUNTING PRESSURE DETERMINE MAXIMUM SPA14 "L+"FROM SCHEDULE. PRESSOR[ WALL MOUNTING FLOUR/CEILING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, HATM RATwe & RAR.Nc FLDDRtCE10NG MourmuG (pmt) AOUNTiNC (p.n.rJ TLOOR/CEILING NOUNPNG (P.oJj OR I.OR-) _ ) t«OR-) ,_ t-DR-1 FLOOR BALL MOUNnNo (" OTTERMINE l.UJCOAUM SPAN "L-' FROM SCHEDULE. L t (tt) jt-(it) t t (4) L-(R) l f (8) C-(o) L t it) t-00 Ilil 0 MAXIMUM SHUiTffi SPAN "L+'OR "L-"FOR 30 OR LES 16'-0" 16'-0` 16'-0" 16'-0' 30 16'-0" 16'-0- 30 16'-D' __ tfi'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 td'-t0" id'-10" 15'-2' 76'-8" 35 14'--10* fa'-10" 35 15'-2' 16'-t0" 105 pst.A.S.D.DESIGN PRESSURE RARNG. MIN1M57M DETERMINED SPAN BETWEEN "L+'AND"L -". 40 t3'-l0" t3-10" 14"-2'- t5'-2'" 40 73'-t0' 13'-t0" 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 _ 13•-7` 13'-1' 13'-4- A2'-1 45 _ 13'-1' 13'-1" 45 t3'-4' 14'-3- t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 72'-8" 5Q !2'-5" _12'-5" 50 52'-3""~ 73'-1" MOUNTING INSTALLATIONS LOCKING SPECIFICATIONS V!/ Flt7flR/CFJLMG MOUNTINGS: 55 I1'-10" 11'-10" 12'-1" 55 11'-10" 1V-10" 55! 11'-1' 11•-11" SHALL BE AS INDICATED ON IAANDATORY CONDITION Q3 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE .- .._.,.- --• ..- NOTE#5,SHEET 5.60 ti'-4" tt'-4' it'-T 60 1V-4" 11`-4" 60 t0'-2" to'-U• RATING: 0'-- 0" -L"- .._65-� 10' IO" 10'-i(1". ^65.� - 9'-5" 10•-1 � DETERMINE: 70 to'-6' 40'-6" IO'-9" 70 t0'-6" 10'-6- 70 W-9` _ F 9-4` Lt+=MAX. SPAN FOR WALL MOUNTING OUNTI1AT10N5. _ 12+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 _ _10-I"_ _10'-1' -i-6"-4" _717-1" 75 10•-1" 10•—!" 75 - 8•-B" tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10- 9'-t0" 10•-0" l0'-9' 80 9'-10" W-10 SPAN'L«'OR "L-'AND MAXIMUM A.S.D. DESING FOR A LIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" V-6'- W-9" 10'-5- 85 9'-6" 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 W-3" 9'-3 _9'-5' t0'-t" 90 9'-3" 9-33. OR CONCRETE BLOCK SHALL BE LIMITED A5 FOLLOWS! DETERMINE: so 9'-0` 8'-3'- W-2" 9'-10" 95 9'-0 B'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100_ 8'-9' 8'-d' $-0-- -9'-7' 1007 8'-9" 8'-4" LIMITED G +54,-72 D•s f.7. AND 8'-0" SPAN, SEE INSTALLATIONS.MAX.SPAN FOR FLOOR/CEILING MOULTING 105 W-7- 7'-11-- 8'-9" 9'-4- MOUNTING At ON SHEET 7. INSTALL4TIONS. _ _ t05 _ 8'-T T-tt" 170 8'-~4' 7'-l' 8'-7" 9•-2' _ 110 8'-4' 7'-7" FINAL MAXIMUM AlLOWABIE SPAN IS EQUAL TO THE 115 W-2` -3- 8'-_4` W 115 a'-2 7--3 SEPARATIQN T4 GLASS SCHEDULE MINIMUM BETWEEN "Lit "L2+". "Lt-"AND"La_ 120 8'-0` 6'-11- 8'-2" 8'-9' 120 8'-0' 6'-t 1 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125T-10^10" 6•-8' 8'-Cr 8'-5"- 125 7•-10'- 6'-8" �.� ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 1 130 --""-' -'--""-"-'--"` 30 '/'- - 8_ 6'-5"5. PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR_ MINIMUM tis �'-7 s-z=' r-9 i=9:- 1ss 7`-7 -2" WIND ZONE SPACING. 140 _7'-5" 5'-n" �:;7: r-s --140" 7'-5^ 5'-1," ASTM E-1996 SEPARATION _145 7'-3" 5'-9` Y-5` 7'-3- 145 7'-3_. 5"-9" TO GLASS 150 7'-2' 5'-7' V-4" 7'-0" ISO 7'-2' W-7" 155 i=o-' W-5- _7'-2' 6'=s`' - 155 —T=G= 5'-5" _ 1 THRU 3 1 160 6'-11' _5'-2" -7'-1" V-7" 160 W-11" 5-2"- 165 ._ s'-io' -5'-1" T-U' - s'-a" 165 6'-10- 5'-1" --170 W-9' 4'-11' -5'-tl" 6'-2' T 170 6'-9' 4'-11' 775 -6'-T 4'-s" s'-9" s'-0' 175W-7" 4'-9" —)so -�•_B" 4'-8' -8- 5-IO- - 180 „_6- -6- N W B LA D E _185 6'-5` 4'-6- 6'-,7'- 5'-8" 185 w6'-5^ 4'-6" _- 190 6'-a" 4'_5" 6'-6. 5'-6" 190 1 W-4• - 4'-5" 195 200 6'-2' a'-2" 6'-4' 5'-3 200 6'-2" 4'-2' 205 6'-1' a'-1- 6'-3' s•-1' 205 16'_t' ,A»• 11. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ••••••.,•0�'S" 02017 tILTECO•INC. O 2017 EASTERN METAL SUPPLY, INC. :��CEttt!S�C'.,.9_% �1�.. BERTHA HVTM I�E C O 61 f:. ,A,��. ., Accordion Shutter System H.Y. BLADE#i W/OR W/O H.V.WiNDOW BLADE "o'• 1 'il; 4 TILUT TESTING & ENGINEERING COMPANY Amertoan Shutter Systems EV,N DESCRIPTION DATE DRAWN BY:MLG2V, LG. ! ti Association, Inc. t OLD 15-085 7/2711 DATE: 07/27/17 •". F' •.'(�!1\ 635514.w.3m1%.Ste.,105,%poNa G4GrNS,FLOWDA 3318 Phone t(305)671-1630.Far:(305)871-1531 4268 Westroods Drive 2 DRAWING No '••-��1(•�"e..'...{••''`1�C\ t1 c nedN t8ta000..%oOm West Palm Beach, FL 33407 3 • u 0NAM�,IV''tt WALTER A nLLRigr.P.E. 17-107 4 P.E. SEAQ/S(G'�l RE/DATE F oRIoA x. .41x7 s SHEET 6 11 OF 20 it fMUM ANCHOR• SPACING in.) SCHEDULE FOR 6 MEN MAX, SHMER SPAN, A.S D DESIGN NEGATNE,PR�sc IRE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGENRlb POURED CONCRETE SEE MOUNT] A,PRO-0, on SHEET s POURED CONCRETE/CONCRETE 8fAC1E TAPCON OR AtU (6)WALL HERO MGLINTING A WALL HER M ADEOUNTING WALL HEADER MOUNTING D WALL SILL OUNTING (P)WALL SILL DUNNING G&F WALL HEADER/SILL TAPCON WITH ADVANCED C W W MOUNTING THREADFORM TECHNOLOGY R) ASDµDESIGN NEGATIVE PRESSURE RAIING,_, A.S.D.DE'.9GV NEGATIVE PRES MtE_PAnMO A.S.O.DESIGN NEGATIVE PRES51RE RATING 09 AS.D.bEtlot NEGATIVE PRERORE RATING ptf ASD.DESIGN NEGATIVE PPESSM PAT" ASA.OESEN NEGATIVE PRES%IRE BATN'G _ ALL POINTS SOLID-SET 30 4a 40 75 90 i20 160 205 30 40 60 75 90 t28 560 2II5 30 40 60 75 90 120 160 205 30 40 60 75 90 128 160 205 30 40 60 75 90 120 160 205 30 40 SD 75 90 120 160 203 BLUE TAP 14 12 to 9 B B 6 6 is 12 tp 9 8 4 8 6 li 12 t0 s B 4 6 6 14 12 10 9 8 8 6 - 14 12 t0 9 B D 6 5.5 8 8 0 8 9 4 7 5.5 TAPPER+ 3'-0- 14 12 f6 9. 9 8 8 6 14 12 10 9 8 a 6 6 14 12 10 9 6 8 6 8 t4 12 10 9 8 4 6 '6 14 12 10 9 8 4 6 6 8 4 8 8 E 8 a 8 OR LESS I4 12 10 9 B B 6 S_ f+ 12 ID 9 8 a 8 6 la 12 f0 9 8 8 6 6 14 12 10 9 8 B 6 .3 I4 12 10 9 8 a 6 6 8 8 B 8 B B B 63 14 12 10 9 8 8 6 6 14 i2 t0 4 8 8 $- 6 i4 72 70 9 8 $ 6 6 74 12 to 9 8 B 6- - ti 12 10 9 & 8 8 $ 8 '8 8 5 8 8 8 7 14 12 10 9 B 8 4 t 14 12 10 9 8 8 6 6 14 12 IO 9 B a 8 6 14 12 10 9 8 7 - 14 12 10 9 8 7 5.5 - B 8 8 8 B 7 5.5 4 4'-0„ 14 12 10 9 8 8 6 4 14 12 t0 a e 0 0 6 14 12 10 9 6 8 6 6 14 12 t0 9 a 4 SS - 14 12 10 9' 8 4 6 6 8 8 6 B- 8 8 a e 14 12 t0 9 6 8 4.S - 74 to 10 9 8 8 6 4 14 12 10 9 8 a 6 8 i4 12 10 9 8 8 14 12. t0 0 a 0 6 - a a a 8 a a 6.5 5 14 12 10 9 B B 6 4 11 t2 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 6 0 - 14 12 10 9 B 4 6 - a 8 0 8 8 S. 7 55 14 12 10 9 8 8 45 ^ 14 12 10 9 8 8 6 3.5 14 12 10 9 8 _8 6 6 t4 12 10 9 7.5 - - i- 14 12 10 9 7.5 5.5 - - 8 9 B 8 7.5 S.5 4 ] * SEE ANCHOR 5'-0„ 14 12 IO 9 8 B 4.5 - f4 12 10 9 8 8 B ].5 14 12 10 6 8 B 6 6 14 12 10 9 8 7 -�� 14 12 10 9 8 B 6 - $ 6 6 8 8 8 8 0 14 12 t0 9 $ s.5 - - 14 iz 10 s a & 4.5 - 14 12 10 9 8 8 6 5 14 12 t0 9 6 S - - t4 12 t0 9 S. 7 - 5 E b & 8 7 5 4 SPECIFICATIONS 74 12 10 9 a a 4 - 14 12 10 9 8 8 6 3.S 14 12 10 8 B 8 6 6 14 I2 10 9 0 - 14 12 10 9 B 7.5 - - B a 8 B 8 7.5 5.5 4 ON SHEET 13 14 12 IO 9 @ S.5 J 14 12 10 ii a a 4.5 - 14 12 10 8 B 8 6 6 14 12 9.5 7.5 4 14 72 9.5 7.5 9.5 3.5 - - 8 8 9 7.5 $.5 4.5 3,5 - 6"-0" 14 12 10 9 8 S.5 - - 14 12 10 9 8 4 4.S - 14 12 t0 9 8 8 6 6 14 12 10 9 8 4 _ _ i4 12 10 9 B 8 4 - 0 a 8 8 8 . 4 3 1� 12 10 9 B J - f4 12 f0 9 8 B - - 14 12 10 B 0 8 5.5 3.5 I� 12 10 9 65 - - X11 12 10 9 7,5 4 a B 7.S 5.3 4 ] t4 t2 t0 8 8 5 ti i2 t0 9 8 8 + - 14 12 t4 a 8 6 6 5.5 14 12 10 9 5 - 14 12 10 9 8 4.5 - - 8 a a 8 9 6 4.S - 14 12 10 9 8 4 14 12 10 9 0 65 3 14 12 10 9 8 8 6 - 14 12 8 4.5 - - - t4 12 8 6.5 3.5 - - - B a 8 6.5 7'-0` I4 72 10 9 8 i - - /a 12 10' 9 6 65 J - 14 12 70 4 8 8 B 74 12 70 9 6 - - 14 f2 74 9 8 7 -Y 8 4 8 8 B 8 T.5 5 74 72 10 9 4.5 - - 74 12 10 9 8 4 - - 54 12 10 9 8 7 4 14 12 10 5.5 - - 14 12 10 8 8.5 - - 8 a a B 6.5 5 3.S 14 12 10 9 7.5 3.75 - - 14 12 10 9 8 4 - 14 12 10~ 9 B B 6 f4 12 10 8 - 14 12 10 0.5 7 - 8 8 8 8 7'5 4 14 12 10 9 6.5 3 - 14 12 10 9 8 4.5 - - 14 12 SO 9 8 8 - - t4 it T - - - 14 11 7 5.5 3S - - 8 8 7 5.5 S.S 3.5 - - 8,-O. 14 12 f0 9 5.5 - - - 14 72 10 9 8 4.5 = - 14 12 to e 8 4 - - 14 12 10 7 4 - - 14 t2 f0 9 '$ 3 = = a 4 8 B 0 75 7 4 ♦SEE LIMITATIONS OF USE FOR 11 12 t0 5.5 3 - - 14 I2 to 9 8 - 14 12 10 9 6 5.5_ - t4 72 8.S 3 - i4 12 8.5 7 4 8 6 8 7 5.5 + 3 DLAOE 1A)ON SHEET 19 14 12 10 9 S 14 12 To 9 a 4 - 74 12 10 9 B� 9 - 14 12 9.$ - - - 14 12 9.5 7.5 4.S - - - 8 a B 7.5 8 4.5 - 14 12 10 6.5 4.5 14 12 10 9 7.5 - 14 12 t0 9 B 13 95 4 - 13 9.5 &5 5 - - - 8 8 &3 S 4 3 - a,-0„ t4 72 10 6.S 4 - - 14 12 10 9 7.5 - - t4 12 10 9 1 - 14 12 t0 5 - - _ 14 12 10 9 5.5 - - - B 8 e 8 8 6.5 6 ] 14 12 8.5 4 - - 14 12 10 9 4.5 - - - 14 12 10 9 7.5 - - - 14 11.5 4.5 - - - - 14 11.5 7.5 6 - - - 8 0 7.5 6 S 4 - 14 12 to 9 4 14 12 10 8 7 - 14 12 70 9 8 1 12 5 t4 12 a 6.5 - - 8 8 8 6.5 5.5'{ 14 12 9.S 5 S.S - - - 1{ 12 10 9 S.S - - - 14 12 10 9 B - - 11.5 8.5 - - - - - - 11.5 8.5 5.6 - - - - 6 6 5.5 �5 .5 - - TO`-0"14 12 9.5 5 3.5 - - - 14 12 t0 EF-8.5_ - - 14 12 10 9 8 _ - - 14 12 7 - - - - - 14 t2 10 7.5 5 - __ 8 8 a 8 8 75 4.5 - 14_1? 5.5 S - - 14 12 10 8 3 - - 14 12 f0 8 6 - - i+ 10.5 3 - - - 14 10.5 7 3.5 - - - 9 8 7 5.5 4.5 3.5 - 14 12 9 4.5 3 14 12 f0 9 5 14 12 10 9 8 - 14 11 - - - - - 14 11 7.5 - - - - 8 8 7.5 4 S - - - t4 12 7 _ _ t4 12 10 - - 14 12 10 - - 10.5 6 - - - t0.5 a 5 - - - B 8 - 11'-0,14 12 7 - - 14 12 10 - - - - ti 12 10 - - - f4 t2 5 - - = 14 72 f0 - - _ B _6 B @ tl 7 3.5 - t4 i? 4 f4 72 }0 - 14 t2 t0 - _ - 12.5 45 - - - 12.5 9.5 6 - - - - 8 8 6 5 i �3 - t4 12 6.5 - - _ - U 12 10 - 14 12 Io - - 13.5 10 - - 14 10 7 - - - 8 4 7 5.5 4•S - 14 t2 5.5 - - 14 12 10 - - - - - 14 12. 10 - - - 9.5 7 - - - - - - 9F 7 3.5 - - - - - a 7 •.5 3.5 3 - - - 12'•-0„ 74 12 5.S - _ - - 14- 12 10 - - - - - 14 12 10 - - 14 12 4 - _ - - 14 12 70 - - - - 8 a a B a 6 3 _ 14 12 J - - - - - 14 72 B - - - - 14 12 10 - - - - 715 8_.,S - - - - 11.5 8.5 4 - - - - 8 B 5.5 4.5 4 - �t I c ,i 12 5 - - - - - 14 12 1Q - - i4 12 t0 - - - - - 125 9.5 - - - - - 13.5 9.5 4.S - - - e 8 6 5 a - HV Bi.F1D1* OR 1 HV BLADE 14 12 - - - - - 14 12 - - - - - is 12 - - - 9 4.5 - - - - - 9 6.5 - - - - - 8 65 4.5 3.5 3 - - \'.� 13•_0.44 /2 - - _ - =f4 t2 ^- _ _ - t, ,2 - _ - _ _ 14 12 - _ - - - 1i 12 - _ _ _ _ _ $ $ e' W� �p HV WINDOW BLADE 14 t0 14 12 LA 12• _ - 10.5$.5 - - 10.5 8 - - e a 5--i-3.5 - 14 12 - - - - - 14 12 - - -- - - ^ 14 12 - - - - 1,1.51 6 --- - - - - 11.5 8.5 - - - - - - 8 0 5.5 4.5 - - - - �'{ 14 12 - - - - - - 14 12 - - - - - 14 12 - - - - a 3 - - - - i- 5 6- - - - - - 8 6 4 3 - - - WORKING IN UNISON 1i 12 - - - - 14 12 - - - - 14 12 - - - 14 0 - - - - 14 1? - - - - B 8 8 B 7.5 4 - - 14-0�14 7 _ i4 12 -w. - 14 S2 - - - 70 4 - _ 10 7.5 - - - 8 7.5 9' a 3 - T4 Its - - 14 12 _ - - 14 12- - 10.5 4- - I&5 6 8 8 5 4 - - - 14 - - _ - - 14 - t4 - _ _ - - 7.5 - _ _ _ _ ?.`s - _ - _ - _ 73 5.5 3.5 3 _ _ 15'0„ - _ - - 14 - - - _ - - --14 - - - - - 14 •. - - - - 14 - 1- - - -_ B 9 8 7 7 S5 - 14 - t4 - 14 - e - 9 - - - 8 7 4.5 3.5 3 - 14 - - - {4 - - - - t4 .. - - - - - 10 - _ - - - 10 - 8 75 5- 14 .. _ _ _ - _ _ 14 _ - _ _ 7 _ _ _ _ - _ 7 _ _ _ 7 5.6 3.5 - - - - - t4 - - - - - 14 .. - _ _ " l4 - _ _ _ _ _ 1; .. _ _ _ _ _ 14 .. _ - _ - 8 8 8 775 $ 316'-0„ _ 14 - _ _ - _ µ - _ _ _ _ g _ _ _ - - _ _ 8 - _ _ _ 8 8.5 4 3.514 - - - - - - 14 - - - - - li - - - _ I a H 5 - - - - - - 9.3 - - 8 7 4.5 - - - FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone' ` 0 2017 EASTERN METAL SUPPLY, INC. tit+y , � �ti. ,...... t!� ,"+• a2Ot7 TILTECO,INC. 4cn►s : =w BERTHA HVTM �• A■S,S A. Accordion Shutter System • ' H.V. M"#T W/OR W/O H.V. WINDGN R" L t TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N. DESCRIPTION DATE DRAWN ITV: LC. I fj 4„ 1 8355 n.W.36th.51.,fife.305,NRGaiIA GARDENS,FLORIDA 33ib AssoCtlatton, nc. t OLD 15-•065 7/27/1 DATE: 07/27/17 ;;+.=✓[�mrt-�•-^Z!+'•7 5 Phan!:(705)871-1530.Foe:(005)871-1531 4788 Wastraads Drive 1 �1 r1IU" �4 1� a-moa:earo4a+aaoLcw„ West Palm Deoch, FL 33407 3 DRAWING Na _.4JUC••�••....... ,•t",`+��¢}Tit EB-000670 1 /-107 AL�Q,v 414 WALTER A.TILUT Jr.P.E. 1 FLORIDA tic#44167 5 SHEET P.E. SEAT/310MATf.IRE/DATE 6 12 OF 20 E•. i , MAXIMUM ANCHOR* SPACING (jn,� D�J F AOR A GfVEN MAX, SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEC•AIM PROMIRE RATING AND A CORMSPONDING I OUNf)NG TYPE FOR CONCRUE OR CONCRETE BLOCK INS IATIONS (SEE MOUNTINGS E 0,&H ON SHEETS 8&7) t.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED ✓ BLACK PORED CONCRETE (A) TO EXISTING POURED CONCRETE(Min. VC -3 k0) MA70MUM @`IVALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX.(Min,rc>= 3 W) SPAN ANCHORS SPACING LEGEND - 1/4"0 x 3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Mtn. ('c 3 Est) (R) SD.05GN NIGALNE PRETSSURE,MII(C M S.O.DESIGN N GATN£PRES E RAMIG J S.O.OM HEGAMc'PBFSSURE RATIRD(sf TAPCON OR - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mtn,Ve-2 ksi) 30 44 50 75 90 120 t00 205 30 46 64 75 9a 220 1b0 2D5 38 40 89 TS 90 129 I80 205 TAPCON COITH ADVANCED - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 In 9 0 a 8 5.5 14 12_ 10 e a B 6 6 14 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOR-ZED VENDOR REGISTERED WITH THE AMERICAN SHUTES SYSTEMS ASSOCIATION,INC. 3'-0- 14 12 10 9 8_ 8 6 6 14 12 70 9 8 8 6 6 14 12 10L.9 8 8 6 6 (Min. 3 ksti} OR LESS 14 12 I0 9 8 8 8 6 14 12 10 9 e 8 6 6 14 12 10 9 8 B 6 5 ALL POINTS SOLID SET 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 B BLUE TAP WJ CAP NOTESI 14 12 f0 9 8 7 5.5 3.5 14 12 f0 9 8 B 6 6 14 I2 f0 9 8 B 6 5 TAPPETR+ A.t)ANCHORS EMBEDMENT 3/HT INTO POURED CONCRETE A TAPCHO OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 J/4",AND FOR BLUE TAP tY/CAP ANCHORS IS 1 I/2". 4'-O" 14 12 10 9 8 B 8- 6 14 12 10 9 e tl- _e8 14 12 f0 6 8 8 6 5.5 Si S2 10- 9 8 8 8 4 ti 72 SO 9 8 8 6 4.6 i4 12 10 9-e 6 4 �.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS$OLIO-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 169 8 8 8 4.5 14 12 10 9 8 B 6 5.5 14 12 10 9 B 8 8 4.5 INTO STUCCO SHALL BE PERMITTED, 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 t0 9 T.5 5.5 3.5 - 14 12 f0 9 8 86 5 14 12 10 9 8 7 5.5 4 4 SEC OMAATxkiS OF USC rOR EXIST.AND i'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 f0 9 B_ B 8 6 14 A. 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 9LADG Ok SHEET I4 5-0" t4 t2 10 9 8 7 4 - 14 12 TO s 8 9.5 5 3.5 14 12 t0 a 6.5 5 3.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, t4 1 2 1 0 9 8 7.5 4.$ - 14 112 10 9 8 8 6 45 14 12 10 9 8 _L 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 6.5 4.5 - - I4 12 10 9 8 7.5 5.5 4 14 12 10 0 8 6 4.5 3.5 NOTES A.1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THUS ENGINEER.FOR 6•-0• 14 12 t0 9'.B 8 8 - ti 12 10'B 8 a 6» 5 i4 t2 SO_ 9 8 8S S 35 INSTALLATION INTO EiFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7.5 5.5 3 - t4 12 10 8.5 7 5.5 '4 J 14 12_ 8 6.5 5.5 4_ 3 - g 70 EXISTING CONCRETE BLOCK: ASTM C-90 14 52 10 9 B 6 - - 14 12 10 8 8 6.5 5 3,75 14 12 SO 8.5 8 5 4 - () { ) 14 12 B 6.5 5.5 J - - 14 12 10 9 8 8.5 4.5 3.5 14 12 10 B 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 8Y I.T.W.BUILDER. 14 12 10 9 B 8 -»- 74 12 10 9 B 7 5 4 t4 12 SO B-7s 8.5 4 3 - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7-0" 14 12 14 8 i _4 - - j14 12 9 7.5 8 4.5 3.5 - 14 f0.5 7 5.S 4.5 3.5 - - - i/4"8 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 B.S 7 a - 14 12 IO 9-7,5 5.5 4 - 14 12 9 7 7.5 4.5 - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 7 5.5 4.5 - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 . 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0" 14 12 '10 9 8 B.S - - Ts 12 t0 9 8 6 4 - 14 12 10 8 6.6 5 35 - NOTES: 14 12 8.5 7 5.5 3- - t4 t2 8 6.5 T.5-4 3 - 12.5 9.5 6 5' + 3 - - B.f}MIN04UM E'k1tE£OMENT IN70 CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 7.5 6 - N 12 9.5 B 6.5 5 - 14 12 B 8 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.S S 3.5 - 14 12 10 6 8.5 5 14 12 0 6.5 S 4 4,-O" a 12 10 9 8 - 14 i2 10 9 7.5,S- - 4 12 8.5 7 5.5 4 - B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS_SOUD--SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THF.CONCRETE BLOCK.NO 14 14.5 7.5 6 4 - 14 -I1 7 5.4-LU-5 - - 11 8 5.5 4.5 3.5 '- - EMBEDMENT INTO STUCCO S14ALL BE PERMITTED. 1/4 0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4.5 - - 14 12 8.5 7 5.S 4 - 14 10.5 7 5.5 6 4.5 - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11,5 8.5 5.5 4 - 14 12 9 7 6 4.5 - tt IT 7 5.5 4.5 3.5 - 10'-0"14 12 Td' 9 E - 14 12 14 8 6.5 5 .- 14 12 B_ 8 5 4 - 3.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTtNG WALL OR FLOOR, 14 10.5 7 5 3.5 - _ 13 9.5 6,6 S 4 3 10 7.5 6 4 3 - _ - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON i4 it 7.5 5.5 - - I4 11.5 9 6 5 4_ - 17.5 9.5 6 5 �4 4 NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 50.5 B 5 _ - is 72 8 6.5 5.5 4 - 13 is 65 5 4 3 FOR INSTALLATION INTO EtFS WITH METAL STUDS SEE SHEET 20. 14 12 IO - - - - 14 12 9 7- a 4.5 - - 14 10.5 7 5.5 4.5 3.5 - TI--O-111 __ - 72 4 8 65 J 9 7 45 3.4 3 _ _ (C) ANCHORS SHALL.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1� 10 �7- - - - - - 14 10.5 7 5.5 4.5 - - 11.58.5 SS 14.53.75 - - - 9.5 7.45 - - 54 11.5 7.S 6 5 - _ - 12 9 6 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(C.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0" i4 12 10 - - - - _14 12 8 6.5 5.5 - - - 13 10 6.6 5 4 - - EDGE iS�TANCE VERSTLS $PACINC��CI(J;D�I LE FO ANCHORS•. 11.5 8.5 4.5 11 B»5.5 4 J.5_ 8 6 '4 3- _ MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE O'STANCES IND-WED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 9.5 437 - - - - 13 95 6.5 S 4 _ - tO.5 0 5 4 - - - BY MULTIFLAUG SPACING SHVIIN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 8.5 14 10.5 7 5.5 4.5 _ tI 0.5 s.5 4.5 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAI MINIMUM SPACING INDICATEO FOR EACH ANCHOR TYPE. t4 12 - - - - 14 165 7S &S - t2 9 5 i.5 + - - - FACTOR -- TAPCON WITH ADVANCED TAPPER+ 10.5 8 - - - - 10 7.5 5 4 3 » - - 7.5 5.5 4 3 - - - ACTUAL 12.5 8.5 - _ - - - 12 9 6 4.s 4 - - 9.5 7 5 4 - - - - v,• EDGE TAPCON THREADFORM TECHNOLOGY 'POINT SOLID SET BLUE TAP W/CAP MIN.SPACING B 6 - - - -_ - - 13 93 6.5 5 - - --10.5 7S 5 4 - - - - (J)HV DICTANCE I4 12 - - - 14 1-0.5 7 5.5 - - -' 11 8.5 55 4,5 - - - - E.D. MIN.SPACING^3" MIN,SPACING-3' MIN,SPACING m 3 1/2' MIN.SPACING a 3" 3 3/4' 4" to 1.5 - - - 9 7 4.5 3.5 - - 7 S-3.5 3 - - - - DEW POURED CONCRETE& �CONTE CAN�TE a=POURED CONCRETE& POURED CONCRETE&POURED c o0N;J7Er am HV WINDOW CONCRETE BLOCK NN E0.•3 1/2` MN Ell I/2' CONCRETE BLOCK CONCRETE BLOCK VN ED.•3 I/2`MN.ED.•21/7' 115 B - '- 11 a 5.5 I.3- 9 6.5 45 - - - MK ED.•3` MN,E0.3 Ig MN, EO•J" 9 6 - - - - 9.5 7 45 - - - - 3' to 0.80 1.0 0.78 1,0 0.84 1.0 is_D 4 - - - - - - 135 m 6.5 - - - 10.5 s s - - - - BLADE WORKING 2 t/z` t.o_ _ _os7'- -t.o 0.5 5 3 = IN UNISON ♦ _ _ _ - - ..-_ _._.. _...- ._. .-._ I8 - 10.5 8 5 - -8.5 6 4 - - - - 2• ._ - 0,.,�-71 7 _ - - - - 11.5 8,5 5.5 - - - - 9 8.4 4,S - - - - 1 3/4' - 0.91 - - - 0.43 14 - - - - - - 12.5 9.S 6 - - - 10 7.5 5 - 16'-0"e 8 6 4 8 4.5 3 - - - - 1 1 2' 0.75 - - - 0.35 7 S - - - B 6 4 - - - FLORIDA BUILDING CODE:(Non High Velocity Hurricone Zone 4"41 pN ,j T/4"�� @2017 EASTERN METAL SUPPLY, INC. 4,f , s20t7 TiLTEC4.INC. T' .`.c ,Ys•• ' ^ -�--- BERTHA HVTIM Al o. c ILLV767,N�. A.S■S■A■ Accordion Shutter System S} _ 'w H.V.MADE#I W/OR W/O H.V. WNDOW BADE • American Shutter Systems �,No OCS TILLIT TESTING & ENGINEERING COMPANY L ]A7r Association, Inc. 1 OCRIP8011 DATE DRAWN 8Y; LC. LD T5-085 7Jz7/1 DATE: 07/27/17 '� rC OF 6356 N.W.36:t.$I.,Sit.305.MR-.1WA OVIDDIS.RCDIDA 3316 (305)871••1530.Fax:(355)871-1531 268 Westroods Drive 2 DRAWING No {�T ...:'t`i411A' a �aea s000sii9'L< '< West I3atm Beach, FL 33407 ; 17-107 7107 WALTER A.TILUT 4t P,C. FLORIDA Co.d 44167 5EET P.EDATE OF 20 . 5E�44. Ar 0f/