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HomeMy WebLinkAboutProduct Approval �lorida Building Code Online Page 1 of 3 wyz., tPe .. e e e -01-1 SCIS Home : Log In + User Registration Hot Topics Submit Surcharge Stats Ik Facts Publications FSC Staff SCIS Site Map Links Search dbpr Product Approval tai .USER:Public User Product Anoroval Menu>Product or Anoli ation SQ=>Aoolication List>Application Detail' f � FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American ShL tter Systems Association,Inc. Address/Phone/Email 4268 Westro ds Drive West Palm Beach,FL 33407 (561)209-82 53 bfeeley@easti?rnmetal.com Authorized Signature Bill Feeley Irodriguez@e sternmetal.com Technical Representative Address/Phone/Email IQuality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Re ort from a Florida Registered Architect or a Licensed Florida Profes ional Engineer Evaluatio Report-Hardcopy Received r i Florida Engineer or Architect Name who developed Walter A..Till t,Jr.P.E. the.Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accr ditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry K mpmann Jr. V Validation Checklist-Hardcopy Received Certificate of Independence FL389 Rg CC I AMERICAN SHUTTER SYSTEM ASSCC..INC. WIN 17-107 CE 'IFICATE OF INDEPENDENCE,PDF FL389 R9 I AMERICAN SHUTTER SYSTEMSA DRAWING 17 -CERTIFICATION OF INDEPENDENCE(1).PD FL389 R9 C I AMERICAN SHUTTER SYSTEMSWN CERTIFICATE N N Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202 203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding;org/pr/pr app dtl.aspx?param=W EVXOwtDavYYH142vTvx5... 1/R/?.(11 R y Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 01 ition D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending'FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name D cription 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (t)p and bottom)for storm protection 108 Limits of Use Ii istallation Instructions Approved for use in HVHZ:No89 R9 IIM T DRAWING Approved for use outside HVHZ:Yes 1 - BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes A erified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf E aluation Reports positive ASD load and 13'-0"for 35 psf negative ASD loadSYSTEMS the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 1 -108 PRODUCT EVALUATION REPORT PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party: Yes 11"for.55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"f r - sheet 5 for of n D pressures, 89.2 Bertha HV Accordion Shutter-Blade E truded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (t)p and bottom)for storm protection Limits of Use Ir stallation Instructions Approved for use in HVHZ: No F R9 II AMERICAN SHUTTERSYSTEM Approved for use outside HVHZ:Yes Z C. DRAWINGV ACCORDION Impact Resistant:Yes S STEM PDF Design Pressure:N/A V arifled By:American Test Lab of South Florida Inc. Other:Large missile level"D". Max.Span is 16'-0"for 30 C eated by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVI blade,8'-0"for+64, E1,389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., -72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC, D 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 R P RT.P F p.s.f,for HV1A working in unison.See sheets 7, 11 and 20 C Bated by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No fl.389 R9 11 AMERICAN SHUTTER SYSTEMSA Approved for use outside HVHZ:Yes N DAWN 17-1 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes F Design Pressure: N/A V rifled By: American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load C eated by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet E luation Reports 12,25 and 28 respectively E1.389 R9 AE AMERICAN SHUTTER SYSTMS N . DRAWING 17-106 PRODUCT EVALUATION RQPCRT,PDF C eated by Independent Third Party: Yes Bads N �[t Contact Us:; Phone:850-487-1824 The State of Florida is an AVEEO employer. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-m it 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 m il.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed un er 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.,plea a click here. Product Approval ccepts: https://www.floridabuildinR.oriz/Ur/pr app dtl.aspx?param= GEVXOwtDayYYHH2VjV7X... 1/8/2018 GENERAL NOTES: 1.BERTHA N.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EO.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th ENT10H)OF FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITS'HURRICANE ZONES. - DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC71ON 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER MLL TABLE OF CONTENTS Be INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT"EXCEED THE MAXIMUM'(AS.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it DULU 15, 19 At 20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-110 SHALL BE FIRST REDUCED TO ASLO.DESIGN WIND LOADS AWA T; HV 8�/,nES(}}$L BY MULTIPLYINQ THEM BY Q.e IN ORDERTO COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET I IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 x INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.12 OF THE ABOVE MENRONEO CODE AS PER ATL REPORTS:' TYPICAL TYPICAL WINDOW SASSEMBLY 38-44 HEET 4 BLADE&WNW DETAIL -HV SIADE QI 10214.01-03, 10715.01-03,110000I-05,11214.0/-05, 10317.02-06.10609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AM 29 ){rI/ B A E(D MD WWI DOW B}MEA AND E-1996 STANDARDS (MISSILE LEVEL D,WIND ZONES 1,2&3)& /1220.01-f0 AS PER TAS 201, 203 At 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICAR},E) -HY WINDOW BLADE 9 14505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2, 3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 2. HIV BLADE i AND TLV WINDOW BLADE INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 Q ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER 111E GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLA71ON DETAILS G-M,COBCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS (HY SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE j14xZ75-AND 1140.75'RESPECTIVELY. 410-M MINIMUM SERIES CENTERLATE OETARS NV SHEET"8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURES BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HY 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-TIS ALLOY 15 30.0 kti AND 35.7 kit;FOR END CONNECTION DETAILS 1-6,CONCRETE/BLGCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN$0018 WITH 50 kai NOW YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE At BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET it 8. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR MSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HY BLADE D: 12.13.14,15 AND 20 INSTALLA71ON DETAILS M-R,WOOD SHEET 16 HV BLADE Q&0 WORKING M UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 S. THIS BERTHA N.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7•-12&X.WOOD SHEET 18 METAL SUPPLY,INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SELL/CAULK AREA 3' HV WINDOW BLADONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/PAN"47RUSICN. TYPICAL SHUTTER ELEVATION SHEET 19 t0. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, IEHANT,OR OTHERS,MVST PROPERLY CLOSE ALL HV AND HO CENIERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS.. AREA 4: HV WINDOW SLADE M ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA N �P-FLOR10 L S 8E lS. lAETAL SIVO WALLS SHEET 20 0._F-OR-£VERY-OPENI� C8 t7 .9.2 OF 211E FLORIDA BUILDING CODE. _ 12. ATT BERTHA HV.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WSPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRO40E0 BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR SITE SPECIFIC PROJECT.I.6.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE•FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASSO ON THIS P.E.D.,PROVIDED HE/SHE ODES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO - THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. , (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL OF PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. r (e)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIG14ATURE OF THE PROFESSIONAL ENG2NEER OF RECORD TWIT PREPARED IT. FLORIDA BUILDING CODE(Now; High velocity Hurricane zone �Z, 02017 TIUECO,INC. 02017 EASTERN METAL SUPPLY,INC. `kVk,> ' `GENS 9 - BERTHA ��� ■ � VTM r� Accordion Shutter System L E C 4 INC. S ■ H.V. BLADE#1 W/OR w/o H.v.wwOw EtAOE /jf j`� :' �I American Shu}teT' system. L,,,N DESCRwIDN DATE DRAWN BY.- L.C. Or AT'E VA S TILEIT TES7ING & ENGINEERING COMPANY T A ,\ 6355 R.W.361n.St..su.335.WRCNA WOU&S,FLORIDA 3313 AssOCiO}IOD, Inc. L OLD 15-565 D7/27/1 DAM 07 27fT"1 ©', Qc z P1,s:(305)871-1530.Fax:{335}eT1-r53: 4266 Westroods Drive 2 _ !j` nn))tY'kfaa�*)A�yy (. �a L4V 6 .;t Imccoow-. VJesl POIm E3e0ch, FL 33A07 3 DRAWING No ~• �V`V`7'/Ttl."� IaLL :V11IER A.MUT P.E. • 17-107 .. P.E.bAeiLkfS4FA(4A'tURE/DATE FLORIDA Lk.1 44167 5 SHEET 5I OF 20 -3'f 7V0.XNOQN=UNDERUS _,1,91 "so• Mo.. YS1.24) .09 1!�4.371* DE .37s rL, `?J H}( 90'/183�HV UNIVERSAL FLOATER QuuIFIEO oR u5E wj CO $4581 QUALIFIED FOR USE W/NV BLADE rI, HV BIADE 1HV WINDOW 6005-T5 ALLOY AND TEMPER �OVALIFIED FOR U£W HV 6063-76 ALLOY AND TEMPER •SEE LI ®ON SHEET 19 BtAOE T PER 37' 6063-T6 13V4'1LRD.�TEMPER 26' t. 0 r 065 I 4;dl(iYP) , 7 670' 76' - 842 v Ci1.§y7' I, -0.07• 7 IHV ADO, ADA i LIs6 - .1e2o= !_ z - usE w/ ttv �1HV WALK—OVER TRACK - 37so• BLADE Q - QUALIFIED FOR UAE W/ HV C9%hV TRENCH 7RACK 1& iY_U� 6063-T6 ALLOY AND TEMPER BLADE(A QUALIFIED FOR USE W/ HV QUALIFIED FOR U W/ HV _ 6063-16 ALLOY A TEMPER BLADE In ONLY. R HV RAINGUARD Y A D TEMPER TES 13 1 6063-T6 ALLOY AND TEMPER WALIFIED FOR U E W/ NV - OPA ISS ,- =••� MaaBLADE T 1• 5' VARIES 1.936" 6063-T6 ALLOY A TEMPER . • _ 1.917" _ o) _ 063" C83' 063• � 12 .100`- � om o � -,� ZiA - j4 - T , ml 4`S. 67011.665' , 1• 670 70 f 3.529'_ i IR.. 7. :.11,,!; HV CEILING H—EADIE `� / �3 HD CEILING HEADER/SILL ��UAUFIEO FOR USE'W/ HV BLADE -ONLY. QU` 6063-T6 ALLOY AND LIE PERS ONLY QUALIFIED FOR USE W/ HV BLADEM t4' ID WALL HEADER/SILL. ' SEE SECTIONS FOR VAUOITTYY"'•'" SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 5063-T6 ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER BLADE 1)ONLY. 063-176 ALLOY AND TEMPER I _ r COMPONENT A 8 I T1 I T2 MK%MKYMKI I 1' I 1' .062' <I ry7 I 2.' 5'MAX., I/8" : 1/8' I moi-_l • I `J I 3" 3• O.G90' . .18 - 2' S'MAX.;0.192' 10.192' % ! - :16 SIDE ANGLES :E�j�0� CORNER_POSTS ALUMINUM ANGLES '7 2.5- 7'MAR 0.190" .0.190 , 0 AUf1ED FOR USE 1Y/ HV t C QUALIFIED FOR USE Wj HV BLADE CV) QUALIFIED FO USE W/ M7 --- -- •----•-- BLADE Cl 6063-T6 ALLOY AND TEMPER o BLADE I ONLY. .9—t' 7" 5'MAX.;0.139';D.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Ron High Veiocity Hurricane Zgne 0"' ER A. A �� 02017 ALTECO, INC. ®2017 EASTERN 4LTAL SUPPLY, INC. L6�� 'CZE s -- BERTHA HW. Accordion Shutter System N.V. BLASE #1 W/OR W/O tLV IMND m GLACE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems LY.N DEStAIer6x DATE DRAWN ft 1.t. _ 6355 mw.3at5.SL,St..305.VACM ok"INS,FtMo-sale Association, Inc. T_ OLD 15-665 7 27f I DATE: 07/27/17 • ` �•" I ph-':(305)671-1530.To%:(305)871-1531 4268 Westroads Drive 2 - r(A A DRAWING No s,...AI..... c,TLLA� ­0: West West Polm Beach, FI. 33407 1 17-107 WALTCA A TADT Jr.P.L. P:E�30 $�tP;AAE/DATE "DRIDA Lie.1 41167 e — SN 2 T OF 20 4.660" 9` `200/ 1-10 —OC GST 0,334' T HEM i .. ` HOU&NC CKkVa 1 4'-fo-.-,O& - _- "S"""".9. - etX[D PAN4a i D Gid[ O � y745' o ' _ _ _ 0 i _ I •� ` (2 TrvJ '—'-1 NOtISb:O UGHtI -I NR'D P/i011[D DAESS TURN t r 1 r(al t m:7i 1 'm wN09. 7" r I 4 '-Y'[ k NE15(GNOME (00SOYE-4ATCD) 3 5 HV LOCK � LIFIED FOR USE W OEC&V ONLY QUALIFIED FOR USE W/ HV BLADE 1 &QA ONLY °� -! , 7 QUALIFIED FOR SE W/ HV QUALIFIED 0 E W/ HV LOY AND TEMPER 6063-T6 ALLOY AND TEMPER �, CORNER CENI BLADE rJ& ONLY. 81A0 & ONLY. ( OLFIED FOR USE W/ HV BLADE T I ONLYt8- 4' 6053-T6 ALLOY ANO ifMPER PLWM HEAD m T_7 2" 4046' MOLDED TO 2 SCREW i r • 1 ' 1:360"AFTER RNEnNo p6RJ BEFORE RIVETING i r 2' �: I , '06` ai 1/4" -2D X 3f S.S. JH4" 4"� 20 RiVNUTe } I $ UMI3$CREW 11 +,e •' *S.EMES 9444 AIWNUtt(2024-73 ALLOY)LARCE rLPY.CE THIN i - 7 � a SHEET NUiS£RT,PAT j 0420.AS M[FA)TACIUREO 8Y AVDF.L r i t: CHERRY tI7RORN,MMPENY.NEW.RRSCY 07054 OR EOUPL. PLAN FRONT EIEVAMN HV MALE "V_ - ;— 4.564" NV 1 LOCK tiY bi-TERNAME LOCK 27L LOCKER MR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY @9 HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE QUALIFIED FO USE W/ HV 6063-ib ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE()ONLY V7/HV IED FOR ONLY. BtAOF%USE QUALIFIED FOR USE W/ HV 8LADECIONLY 6063-T6 ALLOY AND TEUPE)7 6063--16 ALLOY AND TEMPER - .91 w Vii"' 34 ' D „�,-�l '-TtiLR1RTURN 7 ( ^TNOER OR 063' m+ m .063 .C62' - �` L062T <Y CYLWDCR .214' - .214" . .645' m •4 - m;� � O6o r, r 1 .125"Yaa. Kv 3 . � o . QUALIFiE USE W/ HV BLADE,1 & ��QUALIFIED FOR USE Y7/ HV BIAOE.1;& to �S3) S" 63-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER - VARIES. 12"MIN. • QUALIFIED FOR US i/4'a-2o S.S.OR 3/a^4-16 1.730` SD63=Tb - TEMP -CYLIND CYLINDER-ACED THUk69CREM^>. *,�2� ( DO CYLINDER T— I _ OR KEY (SEE CETUL5 (15! .— I 1.57 MI CYLINDER i.78•Mor OCKI RQ_D.L� 'L_ ..t 75^o i4 1/4.0 ' AHD LOCK QUALIFIED FOR USE W/ HV BLADE 1 '��. HV 3 &"g_16 ACETAL a •3 " -' Of RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK ECLT LOON. g� 6063-76 ALLOY AND TEMP C% THt„i 8"0--1 _A QUALIFIED FOR USE W/ HVp8(ADE,,1,& C' p 5 INSTALLATION WIL E A 7/16" HOLE QUALIFIED FOR USE Y BLADE I FLORIDA BUILDING CODE(Non High �01CCity HUrt[COne Zone• OR PROPER EMBEDMENT QUALIFIED FOR E��y A TT HV 13L.ADE(1 0201)Til 9)2017 CISTERN METAL SUPPINC. C. \AVN /T'i9 i �-q , / BERTHA- IA % Ti� A■S 7eS w! N Accordion Shutter System 7Kv 61-1IM g1 w/OR w/0 KV.WNW BLADE TlIL"IT TESTING & ENGINEERING COMPANY American Shutter Systems LY.x OESCNPTON OATt D4UYR)8Y: L.C. _ * ; Association, Inc. I OLD 15-68S 7/27L DALE: 07/27/17 • +Q:. Y 5355 tLTI.36,h.SC.St..303,VROM[4(MA"S,110FOA 35+b - 4268 Westrocds Drive 2 L� � —,� ++ Pno�.: (305)871-1530.Fa4:(305)671_1331 DRAWING No Fl ` ^v + .-m EI r00061oa.�on, West Palm Reach, FL 33+707 3 _ 17-107 7—1 07 `.-.{•j.•'•.\URIU�.+•�`�1}t++ NALTER A.�TMUT'v.P.E. 4 _— —.-_ .. --.._....- C�+`•.y.•a..`..•` Vrd FLORIDA C..f 44167 3 �-'--'--' SHEET P.E. �SF}dLl�(_sf(SftA J1Rt'jME 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR —1 r - — L CE P 0625 HV Q HV d 1 TO BLADE T HV BLADE 1 "'� I E tA' .1875' 1Q � � 1 i Nv INN BLADE .D62s• N Y-M .0625 .0625• HV BLADE 1A "ORO HV LONG RECESSED NYLON BUSHINGXNUCKLE ,06250.06 (TMP)HV SHORT RECESSED NYLON BUSHINGHV NYLON HAT WASHER' ' MT PoaT1GNR1'? 350,N fHV WHEEL CARRIAGE AISI 302-303 SERIES 0.874'"x3f16" THICK NYLON Wri€EL. n 17-, ! 2 7/8'WNNY VINDON SEPMRAT N i s3' 0.188"0 AISI 302 SERIES S.S. RIVETS I SETM'EEr7 0625• " 3 7soD" _ __J 8� 0623' HV I 3/4"ACCORDION PIN W/ 48 HEAD * EXTERIOR t 3 o OPENWGS ON CENTERS Y Y __ 7508' t43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * r --� dT �g7p"�o Nt4 t' S ciE/1//4) � 1 �ij OmEEN t TYPICAL, HV WINDOW A OE AND 1@.:./ POLYCARBONATE IMPACT RESISTANT HV t4IN00W } } t—, ;: , T S I �1, "POLYCARBONATE HV WINDOW OETALL .(qU3QOR Q� ' /—„.) or �^ (SEEIN�OTE I.. I " RCOtN.0,NTS) i (DOR Q �c POLYCARSONME IMPACT RESISTANT HV WINDOW BAYER MAtROLON 3103 POLYCARBONATE —¢—-- 12'Mw.ci EE RESINS, UV-STABIUZEO GRADE OR SABIC * [OR BLADE KNUXLE FOR 1 J L, __�� } To BLADE eon I7 INNOVATIVE PLASTIC LEXAN 103 RESIN 1 � I OR ® (SEE NOTE •'F•4N SHEET 19). (1) HV PIN SHALL ALWAYS BE USED AT AL_ EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR !'} ~ POLYCARBONATE SOURCES FOR } EXTERIOR HV (9 BLADE. VPtCAL SHUTTER ASSEMBLY rr�c�1E �`T �!4��' 11PCF1 PR09at1[3 swavm Im ..re.ansa. •NY PIN®OR ER AT RIAUO106 awrat.sar• "'mc (2) HV FIN•@ MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR 80CSd1s EXTERIOR BOTTOM KNUCKLES OF HV A i 11YcTF (EENT[ OR uciMlc MON ASTM m92 0.00 6/i o.oU ieP' UE'WFE CORRESPONDING TO INSTALLATION •'11 SHEET 7, o4a - +, t/ REOUIR£NENTS) I mp STRomm Paw 0636 9,tm p..:. 9.609•'..{ TYP. ' \ • 1 I1r311Aak M"IR Al Tall 41M 0290 12100 D.ak 13.400 ..k (3) HV PIN @ OR Q W/ 1/2•' O.D. 1/,16" THICK S.S. WASHER O g i} PLUM M6uAus Am o200 316400...k 345.0ao P.k SHALL BE USED FOR DIRECT MOUNT INSTAi 1 ATION PER DETAIL X, 8} 11210 R0T040 aoo AsIM m» le n-6/: I7 71-mn. SHEET d Sum Doe& ASSM 0260 477 X 64.5 A i1Ne ( EEL CARRIAGE DETAILf.EMBLY LAYOUT U'r or euwa" ASN 667s c-t aA3s C-1 cuss SM,WN" A51M 01929 %w•r 960'r MER682'y. AM 0155 tae.E SIMMot MER AtA*1RM ASN 636 930 Pa: e6a0 A.0. O --.1) NV BLADE SOLID & �� HV WINDOW BLADE DETAILS 1at91ESIRISSDUOKWthr1F AS7 M 6"61DA.. 6660 N.T.S. I7rrrNrr !iT.��� 1 FLORIDA 6UI11)ING CEDE Non High Velocity Hurricone Zone \t�Q•• ,•`...�S• i/�„= 02017 m.TECO,&C. 0201177 EASTERN•�METAL SUPPLY, INC. AS SA Accordion Shutter System i L E C 4 INC. ■ HV. BLADE#1 Wf a:W/o RV. 1MhD(7a4 BLADE •� •�'� TILt1T TESTING & ENGINEERING COMPANY American Shatter Systems Irv.N D[sCRiPnaR OATc DRAWN BY: LC. •..{}�'••�a� \\ DATE: 07/27/17 Association, Inc. 1 oto 1s-08;1 1355 N.W.Sem.Sr.$1a.305.W 1141A CAPUNS./LMtOA 33.6 _ 7/27/1 Pb.-.(20371-1530.r6s:(305)871-i53i 4268 Westroods Drive 2 DRAWING No (a ••• .-,n Ir rR«ca99«R West Palm Beach. FL 33407 3 •sV/Q�A� 1111 R[o-0006719 4 17-107 WAUER A TttUT ter.P.E. FLORIM U.,N 44167 S SHEET P.E. SEAL/SIGNATURE/DATF 1 6 4 OF 20 al '�•�u n n�i{n » ; *NOTES ON HY LOCKS AND CIE TERMATES: / A 8 C 0 g M N S 7 O • 1 a!��.�1n;� 1. ONE HV LOCK or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12•ABLY'AE ORB OW 02.OF SHUTTER SIM FOR SPANS UP TO 105",ANO FOR INSTAL ON5 T ANY _ ELEVATION.FN LOCK or MAY BE USED AS AN INSIDE OR OUi510E LOCK,ATI'ACHED•TO OR nn nC£MERMATE'S W/(2) T/4"p-0 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS 4NOICAT£D ON r TYPICAL SHUTTER ELEVATION. 2. :IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO iwD HV 16•, LOOCK�SSj 0 MSHALL BE AS AYY BE TED USED AS(A(N INSIDE•OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES�. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. E i 3. i ���� ISI ERIN EMNH LOCKING RODS ARE NOT REQUIRED AT JURRIGWE POSITION, BUT MAY �I 4•aa aai 6 axe 1"E!• 4 °'05 BE USED IF DESIRED TO ENHMNCE SHUTTER PETTED MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE WAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 1 4. ORE HV LOCK ® L BE USED AT CORNER CENTERMATES FOR ANY SPAN ' ANO 114%TALTATIDNS AT ANY ELEVATION.SIV t 12 w SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 0 CORNER CEMERMATE W/(2) 1/4 p-20 x 1J2"LONG FIAT HEAD S.S. M.S.TWO LOCKING RODS I AT TOP&BOTTOM SWLLL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xae-Ilvc MA)GUUM SHUTTER SPAN SHALL BE OETERMWED AS PER SCHEDULES SHOWN ON SKEET 12. o a 044 s. MARM s� • ONE ALTERNATE FIV LOCK MAY BE USEQ_IN LIEU OF W YORY$�QBOMON A!VALID ONLY FOR HV LOCK or FOR ANY SPAN AND INST SATIONS AT ANY ELEVATION.AL RNATE LOCK Q§ MAY BE USED A5 AN NS OR OUTSIDE LOCK.ATTACHMENT ll 71LL OF t/4`0-20x3/4'S.S.THUMBSCREW TO Q ORCENTERMAT£S SHALL BE MADE W/ 1/4'0-20%3/4•ALUM. 1"3i RIVNUT AS SHOWN ON SECTION HVE,SHEET S.ONE'LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTIER SPAN. 6.STORY CONDITION It FDR KEYSTONE YDUNTIHE{� L�S_ ONE FN LOCK 0 or 0 or 0 SHALL BE 1 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 Of SHUTTER SPIN FOR SPANS UP 1 I ! TO 88',AND FOR INSTALLATIONS AT ANY ELEVATION.KV LOCK IS or @ or-0 WAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HESA2D, S.S. SEE ENO=I M.S. LOCA710H OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.ME OF LOCKING RODS Y9 WJ 0 OR t'i TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECmtl I DETAILS CN D ! [ N I J % L Y P D ■ V W % L SHEETS 0 # ° T ' •NOTES ON BY "T" LOCK$ AND C NTERMATES• ' HEIGHT. .� OF CORNER 1 I;`^t an�gtca Wil• i-(�on.{0'•1�31a" 1 TALLATION AT ANY ELEYATSON.ACT NATE LOCK Y BE USED AS AN INSIDE OR OU IDE LOCK.ATTACHMENT L9 '•:.J ':J OF LOCK®INCLUDES USING flEINFORCING LOCKE AS SHOWN ON SEO110N HVG, SHEET 9, WHICH MUST BE S O. 'a■( }<a :.1��j on —••� CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4'4-20 x t 1/2" LONG SS.THRGDEO BOLT W/ 7/8`0 x 3/32• �� WINGNUT OR W/ 1/410-20x1`S.S.M.S. INTO A 1/4'0x•5/8"RIYNUT.�OCK MAY BE INSTALLED AT.MIDSPAN OR 12" .:J•7A .112n(•i 7.•'(�t w MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING ROOS TOP AND BDTOM IS MANDATORY. h'S'•4 D8-11�•®a f5•!17;w 1TES� ra. I81a■@.'Z3:a■is• 5«gI x HD LOCKS & C09(31 V�a b� t tlQl lS3 ( }{TERLAOR C3 ONE ALTERNATE HO LOCK L MAYBE USED IN UEU Of TYPICAL i) HV BLADE SHUTTER ELEVATION 1N LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK O.MAY BE USED AS AN INSIDE OR OUTSIDgFc LOCK.ATTACHMENT OF HD LOCK�5 TO 0 IS W/ 3 E8 x 3/8'F.H.S.S.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT-331 AS SHOWN ON SECTIONS HOB-SNB AND HOC-SNC,SHEET S0.LOCK MAY BE INSTALLED AT * MIOSPAN OR 12"MA%IMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS C.y IS COMPLETELY OPTIONAL. FLORIDA BUILD on High Wocity Hurlic.D. one 1111 Qt. ..., /J.'9 02017 DLIECO,INC 02017 EASTERN METAL SUPPLY.INC s' �jcNs ..,� BERTHA HVIM • /7TAccordion Shutter System L. ECd INc. ArIS,S,Aw LLV. RAM§1 W/OR W/O KV. NIPIDW MADE Amertaa•TI Shutter Systems tv.H 5t3CRIM DAT[ DRAWN 8Y: L.C. C. ? �•f F TILLIT•TESTING & ENGINEERING COMPANY ASeOC1OtiOn■ Inc. 1 OLD 15-085 7/27/1 oA{r• 07/27/17 Q» \ 6J33 N.W.]51"SL,S1■.303.MGM CAPOD1%/LOxUA 3316 • Ate pbO.:(305,871-15110.rax:(303)871-1531 4268 WestPOOds Drive s DRAWING No .? .—Cr*;•_x7 t••''�'!�}�1/L11 .-moa.VII—O o,<om Y/est calm Beach. FL 33407 s �A—r •''VJv1VAt 4�G1/111 wAL1tRB�aaOUt 7—�oA •• FLC810A Lie.A 44167 5 SHEET P.E. SEALjS1(w4fURE/DATE 6 5 OF 20 POURED _CONCRETE ANCHORS u•t SUTAU01 _- OR CONCRETE (SEE SCHEDULE ON SHEET 13) --i IO OIkS 9EYT EXISTINGTo = 1• vel SEP1 RECUIREO EDGE Of » aVEY IDN+a " CLASS_ xuc svxAawe - . t t'a0C SSC f W ON ` _^•�u•�—_• - -'--' SLAB if s a to Tel - to aNtt \\\ E a.�- APPUCAB�.E fNISTING NAUs�aQ �aswu 11, 6115 I• •1 { „ 1 11 1• --r- �EO t t E9� ALTERNATE 1 ++_I ` ` i FXISTtNG ANCHOR ! I GUSS- �3 i LOCATICN 1 1 3 /'jlOx3/4'HE WASHER HIGO 1 1 OR 13 oR 15 3%a 4t1L / TEK SCREWS T 2 O.C. i 8} __bUkB IF s EDGE or x0i 3/6 _ CONCREFE ANC ORS :. U (S(E SCHEWL ON SHEET 13) E R M E4 APPLICABLE • ECCE OF +10 EXISTING ; 1 1 { EDGE OF---+ itt SW IF CUSS— SUR IF Z 1 T 1/2' t 1' EDGE OF APPLICABLE wit SUAWM APPLICABLE E.O. E.O. APPLICABLE SLAB _ POURED POURED FIAT NFPD CONCREEE AITCIKAS To m „.� O POURED--/ ._. _ .._ COtTCRfTEJ O' CONCRETE (SEE SCHEDULE ON SHEET 14) at von w taR {1•OR CRETE - REWlAEO FUT HEAD CONCAEIE ANCHORS REQUIRED R RED --E.D.x— E.0.4• (SEE.SCHEDULE ON SHEET 14) I1 TRENCH INSTALLATION r U LL HV ALK—OVER INSTALLATION DESIGN PRESSURE RATING&a FOR SPANSA PER T � t SCHEDULE tS,SHEET 11 G HV CEILING INSTALLATION EXISTING Yx 5lpTAATKM CONCRETE ANCHORS CiASS"I .o pAi4 SHEET IS) 7 / ! tel,sPAvmx O (SEE SCHEDULE ON 1 4'B Rw VFCON w Is 1cH[outs---' W •--I „, 1 1 EXISTING EXISTING. EXISTING ,e,.saAvnox xic+Asx CLASS �_.. .. _---'•1r— fASIOM TAPPD14 XCHAINJOW OR f4ANOKRS W/ I i14� 1 GLASS ,;, GtA55 -.�I a Slow av:+Air n3 ---{� : U„spyµx4N TO 1 3/4'W EVB[DE4M O V �- 10 1 D i i i (.a so,"I a 10 I 04 TM LIP TO V-.W SPAN ASO 4.0-C.IDR SPM'S LARGER THAN rT(j$EE tj4. 1 SEiAt�I+u TL4Rt f40 N H t�I.(rmJ(SqE N01E t ONVii -j +10:3/4'H£X E.p.♦ FORU4TATKMWASHEAD OCNI.SEAIRI•' TEK SCREWS o 12.O.C.ji4x3/4' HEX HEAD._ F - / {! ( • \ i/4'.-20x3/4•SS US TEK SCREWS O 4.O.C. - - ,(fi�� .-al4x3j4'5.05 'I i/4' i 1/4.9-20 NUT$RETE ANCHORS -- - • 3/ ! O 12.O.C. OR 1/ NUT 9.N.S. � O 9-O.C. -..- - ItOx..4/NUT 0 9'OC. SCHEWLE ON .?T 14) - -- -- -- i 7 0R t 8 1/2-y,T.l., I --VOU mIU(CECOPAIAE 1•• E.O. Sit) }LAO IF ti• �114x3/4'F.H.S.D.S. MIN.•• -POUALO FnCF of cWxFflE -L_I 7 APPLICABLE- .1., .` --'_•-\1�. 0 9'O.C. • _ REOU31C0 A, I f 7lB' lD' { <-CONCRLE MC14ORS "SEE NOTE 13(D) •• -_-'-4- --- -'-----E-0.'----+ PCU ED CONCRETE-3 (SEE SC14ECULE ON ON SHEET i \ ``-SEE NOTE 1XI,) •, • - .._E.p,4_ OR CONCRETE BLOCK SHEET 1{) POURED CONCRETE ON SriETY 1 --- REQUIRED OR CONCRETE BLOCK —'11^---�- OPTIONAL- _ REOVIRED O KEYSTONE MOUNIING INSTALLATION C POUNEII)DUREof ( NY WALL FLOOR INSTALLATION i� NV WALLWALK-OVER INSTALLATION UAXUM ASLO.oESIM PRMW. .a4:72 P+f UAZUUU SMnU SPAN W-0 'REIN IAEO - C H RAINGUARO INSTALLATION t : NOT£,FOR COLIRIKNIKII Cf SECTIONS: t RE REMOVABLE WHEN PERFORINSTALLATION SHALL MED E. E a EDGE DISTANCE ADJACENT TO AN OPERABLE EXITFEDLSTXjjATt,,s OF USE FORI- SEE SHEET 4 FOR TMICAL SHUTTER (5£E SPECifiCAT10NS ON SHEF_T 13} OR ENTRANCE E 5(,AJ-ON SHLET 19 INSTALLATION DETAILS VV,/ HV BLADE ASSEMBLY ,A 2- MOUNTING SECTIONS BE W ANY WAY TO SUIT AANYCAN INSTN.0 ON COMBINEO 1#ETI A, j FLORIDA BUILDING CODE(Non 1gh Velocity HUtricone Zone', L14 '...... ✓- 02017 TILTECO.WC. 0 20t 7 EASTERN UETAL SUPPLY,BIC. NSF' � BERTHA RW 0. A S S A Accordion Shutter System *' /7mg 1 N c. ■ ! ■ ■ KY. SAM#),V/CR W/O KV. WMUN g/X ° American Shutter Sptems �•'• TILLIT TESTING 4 ENGINEERING COMPANY n N.N O£sC5-0 D.LTE DATE: 0 La O tQ i 268WsrlDri f ala 1s-aes 7/v!T w1a o7/27/17 • �•• t/ 4 6355 n.W.J4U•.51..51x..0},WAG NIA CAADINS.RORIWI 3314 Association, ,n OR.DOI ,4 .L4 "co,;(305)871-1530.Fox:(305)971-153+ 42&8 WestrOods Drive 2 DRAWING No .......... \� .- k III«0000•.c_ West Palm Beach, FL 33401 3 `srQNAL EN�',1•T Ee-0006719 4 17--107 Fr Mr^' .AAAA"e, wATCR A TILLO Jr.P.E. noR4u D:. 5 � P.E. SEAL/SIGNATURE/DAIS 4418: 6 _. _OF 20 SEE END WALL 0 18 SEE NOTES ON LOCXWG Roos @ w LOCKS 0 Q) T ,-EXJS11NO GLASS INSTALLATIONS W/ HV MD ALTERNATE W LOCK 0 ON SHEET 5. OUT WJX SUIU DETX%Wr IS VAUD FOR 14L BLADE HV CENTERMATES CIINITRUAIES APPUCAlION VTH IRAVE0 20 - 20 OR 2 SEE END WALL CONNECTION 0-(b.0-0.0 of ,—EXISTING GLASS DETAILS ON SHEETS 10 & lJtfi 0-0-(9-@-Q)-@- ——————————— —-- 1 1/4' 7- 6 1/2- (6063-78 ALLOY)ALUU. 'A OPPOSING ANGLE 1�%l 1 110 TAFCON! /2' 1 - — SYMMETRYCAL .1, CONCRETE j1j1 R I I t Al CENTER A MIN.SEPARATION flox 0 12- W/ HV LOCK 3.ff FULL L E NG H T. w TO GLASS AT EACH ANGLE.(TYP) 5 i # (SEE SCHEDULE &�-, ON SHEET 11) IN�2 FH ----- - S IL 1- '(2 n? 1�61N 4 -0 I Nty Fo 1 HVA HVQ f-POURED CONCRETE OR HVB EXISTING CIASS CONCRETE BLOCK WALL — 900 @ r XI.,,,G @-0-(8-@. SYMMETRICAL N (D (C'ESSIC14OUG (9-0.@ HE CENTERMATES . 6 -- 11 . TO GLASS OtT 0) LE WZ HY LO OPvIONAL ON SHEET 11) ---ttOR) 8 08 PAIN. SEPARATION 6� (SEE SCHEDULE ' 0011=0NAL) ON SHEET I (INTERIOR) % UT —CONCRETE > ANCHORS 0 < 16-O.C. 0 3 0- vARIE4 b,: 3 90, FO—U—T] (EXTERIOR) HVF** HVQ 01017 YILTECO.INC. ®2017 CODE Non Nigh Velocity Huretcone Zone: . .. ..... .. 1L 02017 EkSYERN METAL SUPPLY,INC. BERTHA HVTZ Accordion Shutter System C'o , A.S.S.A r'—Vt E w Kv. MAX#1 W/CR W/o H.Y.WINIM wM Amerlean Shutter Spferits 5 qxv.me UsCII'M OAT( MWH OP. L.C. 71LLIT TESTING & ENGINEERIN Aseactaltan, Inc. I OLD 15;Cn 0 ep. . 0 COMPANY 6355 I.w..151b,st'.sIc 705. WOVIS.F%cxcA 331ef 'h*"' 4268 Wastroods Drive 2 DRAWING NO TV West Palm Beach, FL 33407 3 ete :PALTER A*III-Jr. A /OAT:: FLORDA t:t.1 SCHEDULE 41 SCHEOylj,z�Y2 S-H D F Ipi MAXIMUM SHUTTER SPAN "L+" OR "L- MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPANS"!+" (ft.), FOR INSTALLATIONS Wj OR l ft. FOR 1NSJuutloN LEGEND '�14TEu NTERMATES. AN &®Gr or ( ) R "L-" (ft.) INSTALLATIONS INSTALLATIONS Wf ty CONCRETE & W/ ONE H.V. LOCK or (� Or or CENTS F$t� WOOD (1) L+: MAXIMUM NLOWABLE SPAN FOR A GIVEN & W/ ONE HV LOCKS MANSORY POSITIVE A.S.O.OESCN PRESSURE RATING. HO LOCK ER W/ NO LOCKING RODS or ONE HV LOCK or D Zt � OR 1H/ NO LOCKING WAIL A, e, C, D, E, M. N. 0, P. O, L-°fAX'ALLOWAS9 SPAN FOR A GIVEN NEGATIVE CENTERMAI© 28(A�29 wj ONE wf NO LOCxI G ROos of MOUNTING F, K & l A.S.O. DESIGN PRESSURE RATING. 1•Q/ 'T" LOCK 30 y//TWO _O(ONG (SEE NOTES t,}j) R. S,&V. RODS 35 TOP & BOTTOM EE (vtaW FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR �A11 f'�� /t CONCRETE&WOOD SHEET 7) FLOOR/CEILING G, H, L 11, J T. U. W & X WALL MOUNTINGS(TOP/801TOM)OR FLOOR/CEILING: CONL7, Yood waxtATIONS V MINIM CONCRETE - MOUNTING & M Asoma,�DCOW �' Aso.LD`ESIGN I AIM OrW,A INSTALLATIONS GIVEN A POSITIVE ASO.DESIGN PRESSURE RATING, PAESSUM WAIL MOUNTING FLOOR/CE4JNO PRESSvr2 WALL MOUInE 4 1K�iltaG PPtS% RAT# inNO KOM h RATHO rtooa/CoLita NOONMG DETERMINE MAXIMUH SPAN 'L+'FROM SCHEDULE, R�DRJ? R�on•�) «00.a/CaMG Mo17NnNG RATING OR GIVEN A NEGATIVE ASA.DESIGN PRESSURE RATING, 001JUTOG; DETERMINE MAXIMUM SPAN'L-*FROM SCHEDULE. L t ( —L-(A L 4 {ij- L-(to L+ Pj I L- A L f L- O MAXIMUM SHUTTER SPAN Z+"OR "L-'FOR 30 OR l 16'-0" 16'-0' I6'-0' /6'-0' 30 16'-0' I6'-O' 30 Ib'-O' M15TAl1AT14N5 W10 WOOD SNAIL 8£UMREq TO FINAL MAIOMUM ALt0iG8tE SPAN IS EQUAL TO THE 505 pN.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND "L 3 4'- 35 I4'-10' 14'-10' 35 15'-2' 16'-10" ,�,._, 40 13'-10' 13'-10' 14'-2' 15'-2' 40 i3'-10' 13'-l0' 40 14'-2' 15'-2- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ - - - _r4__3_ 45 13'-,' 13'-1' 45 M10--2- 10--I 3' t HV CORNER CENTERMATE J3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 /2'-5" 12'-5" 12'-8" 13'-7" 50 ,2'-5' t2'-5" SO /' MOUNTING INSTALLATIONS.lOCiONC SPECIFICATIONS W/FLOOR/CUUNG MOUNTINGS: 55 II'-Iq" I1'-Ip' 12'-I' 12'-11' S5 It'-10' 11'-10' 55 1' SHALL BE AS INDICATED ON MANDATORY CONDITION J2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4" ii•-4' 11'-7" 12'-4" 60 _ i,'-4" fl'-4' 60 i/' ATE j5.SNE£7 5 RATING: 65 10'-10" f0'-10' 11'-1' I1'-11" 65 1_0-10' 10'-10' 65 1' DETERMINE: 70 lo-6' 10'-6' 10'-9" I t'-5' 70 10'-6" ,o-6' 70 ' li+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 f0'-I' 10'-1' 10'-4' 11'-1" 75 10'-1' TO'-1' JS - W-g• L2+- MAX. SPAN FOR FLOOR/CEMJNG MOUNTING tt£XCEPT THAT IAXtMUM SHUTTER INSTALLATIONS. 8O 9'-10" 9'-10' 10'10' 10'-9" 80 9'-ior _V-10" SPAN'L+"OR'L-*AND MAXIMUM ASO.OESWG 85 9'-6" 9'-6' 9'-9' 10'-5" 85 9'-6' 9'-6' PRESSURE RATING FOR INSTAL ATIO14S INTO CONCRETE FOR A GIVEN NEGATT AS-M DESIGN PRESSURE OR CONCRETE BLOCS(51W,L B£LIMITED A5 Fq.LON5: RATING: 90 9'-1' 9'-3' 4'-S' t0'-t' 90 9'-3' 9'-3' DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0" _- 8'-9` 9'••2' 9'-10` _ 95 9'-0" 8'-9 U-�• MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p,S.T. AND 8'-0' SPAN, SEE 100 8'-9' 8'-4"_ 9'-0" 9'-7" 100 8'-9` 8'-4' U-= MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MUON SHEET 7. INSTALLATIONS. 105 8'-T T-]1` 8'-9' 9'-4' 105 81-71J'-it' 110 8'-4" 1'-7' 8'-7' 9'-2' 110 8'-4' 7'-7' FINAL MAXIMUM ALLOABLE SPAN IS EQUAL TO THE 115 8'-2' 7-3' 8'-4' W-11' 115 N-2' 7'-3' tAlNiMUM BETWEEN'U+', ',.E+-, "LT-"AND 'LT-' rzo B'-o' 6'-11' 8'-2' 8'-9' 120 8'-0" 6'-,1. SEPARATION TO GLASS SCHEDULE (4)GO TO ANCHOR SC•iEDUtE WITH FINAL MAXIMUM 125 7'-10" 6'-m` e'-0' ,W-S— 125 7-10" 61-8, ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN 130 7'-8" 6'-5' 7'-f0' W-1' 130 7-8" I1��NIM�O PRESSURE RATING TOCETERMWE MAXIMUM ANCHOR 135 7'-7" 6'-2' 7-9' 1'-9' 135• 7'-7' W-2' WiND ZONE SPACING. 140 7'-5" 5-II' T-T 7-6' X15-- '-3' W-9' 7-5- 7'-3' 145 7'-3"_ 5'-9' TO CLASS 150 7'-2' S'-7' 7'-4 7'-O' 150 7'-2' 5'-7- '— 155— 7= 3 5'-5' T-2' fi'-9" -155 7•-0' S'-5' 7HRU 3 " 160 6'-11'_ _5'-2' _7'-1' 6'-7' 160_ 6'-•1" 5'-2' 165 6'-10' 5-1" ?'-q' T-4' _ 165 6'-10' 5'-i- 170 6'-9' 4'-11' 8'-11' W-2' 170 6'-9'_ 4'-11" 175 6'-7' _ 4'-9' 6'-9' 6'-0' 175 6'-1' 4''9' �""I V BLADE 180 6'-6' 4'-8" 6'-6' S'-10' 180 \I/ 185 8'-5' 4'-6" W-7' S'-8' 185 W-SV 4'-6" 190 6'-4" 4'-5" 6'-6' S'-6' 190 6'-4" -4'-5' ..195 _ 6'-3' •4'-1 6'-5' S'-5' 195 4'-3' m 200 6'-2 4'-2" 6'-4' _5'-J' - 200 205 - 6'-1' 4'-I" 6'-3" S-1' 205 6'-1' u ���+� _ FLORIDA BUILDING CODE Non Efith Velocity EEUrricone Zone '`� E. IILL'�•• T��LL 02017 TILTECO,INC. 011017!ASTERN METAL SUPPLY,INC, �mfi"L � ,.=.,_.1Eco ENS. A�i�"'�+��A� Accordion Shutter System 14 ; H.Y. BLADE#1 W/CSL W/0 HY.NINDOW BLAZE 13 � TILLIT TESTING' ENGINEERING COMPANY American Shaffer Syate & ms CV,N DESCRt?TrM I DATE I DRAWN BY:M101Y. L.G. Association Inc. I OLD ,5-065 7/27/1 DATE: 07/27/17 bb5 I..N /6:h.51.,Sts.305.Y.RCpM DARDLNS,«DROA J3/6 > Ph-.:(303)871-/530.F..:(305)871-1531 4268 Westroods On've 2 n•"•••..•••''•�� L1E1 o .91:14I.C.G.O.I.. West °olm Beach. Fl 33407 3 DRAWING No a7/ONAL t,�W�,/ E8-0005719 17-107 • V'Ylt WAITER. -ILUT Jr.P.E. 4 P.E. SEAL/S1GNA4URE/DATE FLORIDA LSc. ( u 167 ¢ SHEET - i1 OF 20 L MAxIMUM A.S.D. DESIGN PRESSURE RATING (p s f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING (iIl,) SCHEDULE FOR A GAYCA1 MAX SHUTTER SPAN NEGwATNE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNENG TYPE (SEE MOUNTINGS ON SHEETS is& 17). SOUTR I No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No.•2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX 2 w MIN.G=0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/ MIN. G=0.43 W/ MIN..G=0.36 PLYWOOD M4Rl.4DP Wf W/ MIN. G=0.43 W1 MIN. G=0,36 mixlNliu SPAN G+) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS 1(, N. O h R FLOOR MOUNTINGS 6.0. WALL WOUNEINGS 6.0.WALL MOURTMS B.O.WALL MOUNTINGS w& x W & x W & x Pd60 S &v S&v S&v mta uvea mnvrE LC/G rrn roe I[NSIE N69A I7s16Iml dod NCU1a ItII41Y Dore y,II EoaT NODE(7pDRR cw+e t7,p tt92T IE6101(RflLFE Acre yft �t 14WTt EY34H Esc(� a as+1,6wE cess rABIG WI o4nl xDJIE TI®R bmG tpry o3D1 Nude TRSAIE R2rE� Ef947T IaIE'a�Dew tidj 30 40 75 90 45 30 140 160175 9005 30 40 6075 90 105 30 40 6075 90 _05 30 d0 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 6075 90 05 30 40 b0 75 94 OS '_p•4R LE 12 10 9 8 8 6 6 6 6 6 6 12 ttl 10 9 8 8 6 6 616 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 d a 4 3 12 12 12 12 12 12 72 12 72 t2 t2 !2 12 12 12 i2 12 12 4'-0• 12 f0 f0 9 8 8 6 6 6 6 6 6 12 10 t0 4 8 8 6 b 6 6 b 6 12 10 50 9 8 8 8 6 6 6 6 6 6 5 4 4 4 '3 12 12 12112 12 12 12 12 12 12 12 12 72 12 12 12 12 72 •-p+ t2 40 10 9 8 8 5 6 8 6 6 5.5 22 t0 t0 4 8 8 6 6 6 8 6 5 12 t0 10 9 8 7 6 6 6 6 6 5 8 S 4 4 4 3 12 12 12 I2 12 12 12 12 12 !2 72 72 12 12 /2 12 12 0. 6"_p• 12 10 10 9 8 5 6 b 6 6 15,514.5 12 10 10 4 8 5 6 8 8 S 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 8 5 4 1 3.5 - 12 12 12 12 12 12 12- 12 12 12 12 12 12 12 12 12 10 8.5 7•_ + 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 } 8 6 6 5_r4_-T3_5 12 10 10 7 .5 - 6 6 5 5 4 3.5 6 5 4 4 - 12 12 12 I: 12 12 12 12 12 12 12 4 12 12 12 0.5 8.5 7.5 8"-0' 1 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 S 5 .5 3.5 3 12 t0 10 4 - - 6 6 5 .5 .5 3 6 5 A - - - 12 12 12 12 12 12 12 12 12 12 11 9S 12 12 LS 9 7.5 .5 g_p• t i0 5 3.5 - 6 6 5.5 .5 .5 3 72 70 9 4 - 6 8 4.5 4 _-FTF3_ 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 O. 12 12 12 1. 9.5 8S 12 12 10 8_ .5 5.5 l0'-0• 12 10 7.5 4 - 6 6 5 4 J - 12 20 6 3 - - 6 6 4 3.513 - 12 itl 3 - - 6 6 4 .5 3 - 6 5 - - - 12 12 12 12 I. 9.5 12 12 12 0. 8.5 7,5 12 12 9 7 6 5 I1"-O• 12 10 5.5 - - 6 6 4.5- - - 12 10 4.5- - 6 5.5 3.5- - - 72 10 - - - 6 5.5 4 - - 6 5 - - - 12 12 12 12 10 6.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4,5 12'-0• 12 10 4.5 ^ 6 6 4 - _ - 12 10 3.5- - 6 5 3.5- - 112 10 - - 6 5 3.5- - 6 5 - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 2,5 75 5 5 4 13'-0• 12 10 - 8 6 - /2 74 - - - -' 6 4.5 - - - 75 - - - 6 4.5 - - - 6 4.5 - - - - 12 12 12 f0. 8.S 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 12 10 - 6 5,5 12 7 - - - .5 4.5 - - 7 - - - ,5{,5 9.515'-0• 12 - - - - 8 - 12 - - - - - 5 - - - _ 9 12 - - 6 - - - 12 - - - - - S - - 10. 85 E.5 4 12 i2 8 6.5 5 J 11.5 .5 HV BLADE OR HY BLADE W/ CA) HV WINDOW BLADE WORKING IN UNISON* • BUD(©°"Shtn i9 • +N07ES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS 70 WALL,FLOOR OR SOLID-000 SCFF17 SHALL BE AS FOLLOWS. 3.SUBSTRATE SHALL CONSST OF THE FOLLOWING: - -SOUTHERN PINE No.2 W/0.0.55(N.D.5) - 2/4'0 TAPCON ANCHORS,AS MMUFACRJRED Bf I.T.W.BUILnp( Wf MINILIUM EMBEDMENT AS INDICATED Al -OOIIGLA4 FIR'4/G-0.50(NA.S.) FlLH SECTION ON SHEETS ib&17. -SPRUCE PINE FIR NORTH W/0-0,43(N.O.S.) • EXCM014:SEE NOTE 2 BELOW. -SPRUCE PINE PR SOUTH W/G-0.36(N.MS.) -MIN. 1/2•COX PLYWOOD(1986 APA) 2.MC14CRS TO HOLLOW CEIUNO SHALL BE AS PER MOUNRNG TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL CF THE RECCMMENDATIONS AND SPECRTCAIIONS OF THE' e ANCHOR'S MANUFACTURER. ;uF.n" FLORIDA BUILDING CODE(Non High Velocity Nurricone tone 11 t. % 02017 VUECO,INC. 0200 EASTERN METAL SUPPLY, INC. BERTHA HV7M 111 ,l�cnis ,T �� Accordion Shutter System �L E _O 1IItC- A. "!�. r17H,V. R.ADE#1 Wf CR W/0 H.V.WIND W BLADE TILLIT TESTING &'ENGINEERING COMPANY American Shutter Systems EV.H O(SCRIPT)OR DATE DRAWN BY: L.C. C�'•., 6355 II.W.361h.SI.,Ste.HIT.MRG!NIA GARDOTS,FiGRM 3]16 Association, Inc. _ 1 OLD 15-085 7f27ft OqE: 07f27/17 -T.�,T,•!r. -ty1 phone:(305)877-1530.Foi:(JOS)871.7531 4268 Westraods Drive 2 DRAWING No •:;';!1!! ,(4,. 111 e-,r,6ED t<eoaaol.- West palm BeoGh, Ft 33407 3 17-107 ��^t o' 'O6719 f � TT<EEt WALTER A..OTOLLIT J,.P.E. 4 ' FLORIDA Lie.144167 5 SHEET P.E. Si5Z/3iFsfMYC' F/DAI"c 1 6 15 OF 20 MAMMUM ANCHOR* SPACI VEN MAk SHUITER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES PL&I) DESIGN NEGAU ff PRESSURE RAMNC AND A Cd=0.V M WMM TYPE FOR OMOE OR CONCRM BLOCK INSTALLATIONS (SEE MOUNi0Ki9 E 0,&H ON SHEETS 6&7) .. 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POLM OCHOREIE VCONMW ma, POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Win.PC-�3 ksi) MtuflNLNNEGWALL SILL MOUNTING @CEILING MOUNTING )FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WfrH ADVANCED THRFADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUiLDEX. (Min.f"c= 3 W) Spµ ANCHORS SPACING If&= - 1/4"0 x 3/4'ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mtn.Cc a 3 ksi) (8) kSD.0WOR NEGATIVE PR6AFE RKMW4 SA 1TLSIGN IETYTNE PUD E RAlIN6 1/4.0 BLUE TAP CONCRETE ANCHORS IN CAP AS NANUFACTUINEO BY R.ORIDA FASTENERS DIRECT.WG. in.YC+2 k9T) 30 140160 175 90 1201160206 30 {D 160 175190 128 160 2A5 44 60 75 90 120 560 205 7APCOM OR TAPCON WITH ADVANCED - T/4 0 TAPPER+ANCNCMSµMANUFACTURED BY POWERS FASTENERS,INC.,AND D151T08U1'EO BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 '10 9 8 8 6 5.5 14 2 10 9 B 8 6 6- 14-M2 10 9 a 5 THREADFORM TECHNOLOGY C/�O�MPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC 3'-0' 14 12 10 9 8 8 6 b t4 /2 1fl 9 8 8 6 8 14 12 10 9 8 8 6 6 1,nki.FC a 3 ksi} OR LESS T4 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 5 ALL POINTS SOLID-SET T4- f2 10 4 8 B 6 7 14 12 101 9 8 8 6 6 14 12 10 9 8 8 S 8BLUE TAP W/CAP NOTES:. A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ f2 10 9 8 7 5.5 3.5 14 12 10 9 8 B 8 6 14 T2 10 9 B B 8 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IN 1 1/2'. 4'-fO"[Tt4412 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 f09a a64 14 12 10 9 8 8 6 4.5 14 12 f0 9 B 6 4 3s A.2)MINIMUM EMBEDMENT CF 114.0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8•INTO ME POURED CONCRETE.NO EMBEDMENT 12 10 9 B 8 6 4.S 14 12 10 9 8 8 8 5.5 14 12 1b 9 8 8 8 45 INTO STUCCO SHALL BE PERMITTED. 1/4`0-20 SS,MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO t4 f2 10 9 7.5 5.5 3S - 14 12 10 9 8 8 B 5 14 f2 10 9 8 7 5.3 4 •SEE' `T' ISE tab EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 5.-0.114 12 10 9 8 B 8 6 14 I2 10 9 B 8 B 5S 14 12 10 9 B 8 8 4.3 RUDE'IA ON SHEET 19 f4 12 10 9 8 7 4 - 14 12 t0 0 B SS 5 3.5 14 12 TO 8 64 5 3S 3 A.3}IN CASE THAT PRECAST STONE,PRECAST CONCREtE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ti 12 10 9 s 7.5 45 - 14 12 16 8 8 a 6 4.5 14 12 10 '9 8 a 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 121. 7S 6.5 4.5 - - 14 12 10 9 B 7.3 55 4 14 12 10 9 B 6 4.3 US NOTES Ai)&A2)ABOVE FOR INSTALLATIONS ON MNYL SIDING OR FIFS WITH OR WIRIOUT METAL STUDS CONSULT THIS ENGINEER FOR 6,-0" t4 12 t0 9 8 8 6 - t4 12.TO 9 8 8 6 5 14 12 10 9 8 8S 5 3.5 INSTALLATION INTO EfFS WITH METAL STUDS SEE SHEET 20. 14 f2 10 9 7.5 5.5 3 - 14 12 10 8.5 7 55 4 3 14 12 8 6.5 55 4 3 i4 t2 10 9 a 6 - i+ 12 10 9 8 6.5 S .75 14 12 10 8.S 8 5 4 - (8) TO DOSTiNC CONCRETE BLOCK:{ASTM C-94) 54 12 B 6.5 8 3 - 14 12 10 9 B 6.5 4.S 3.5 14 12 10 e 7 S 4 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 L2 18 9 B 8 - - 14 12 10 9 8 7 5 ♦ 14 12 50 9 7S S.S 4 3 - 1/4'0 x 314'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' - 1/4'0 BLUE TAP CONCRETE ANCHORS W1 CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC- 14 42 10 8 6.5 4 - - 14 12 9 7.5 6 45 3.5 - 14 10.5 7 5.5 4S 35 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC:.AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 85 7 4 - - 14 12 10 9 7S 54 4 - 14 9 7 7S 4S - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOC!knoN,INC. } it T 55 4.5 - 14 12 10 9 TS SS 4 ti I2 9 7 S 4.5 3 8'-O` 12 10 9 B 6.5 - - 14 12 10 9 8 A 4 - 14 12 0 8 6.5 5 3.5 - NOTES: 4 12 6.5 7 5.5 3 - - t4 t2 8 bS S.5 4 3 - 2S S 6 5 + 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON t4 12 9.5 7.5 6 - 14 1? 95 a B.S 9 - - Is 12 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1`. 13 9.516.51 5 3.5 - 14 12 10 B 6.5 5 f4 8 6.5 5 4 9,-O• 14 12 10 9 8 - - - 14 52 ib 9 7.5 4.5 - - 14 12 65 7 SS 4 - - B.2)MINIMUM B48EDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALT.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 7.5 6 4 - - 14 11 7 5.5 5 3.5 - - 11 0 54 4.9 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4`0-20 S.S.MACHINE SCREW USED SHALL BE 1 I12'LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4.5 - - 14 12 6.5 7 5.5 4 - 14 10.5 7 5.5 6 4,5 - - EXIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. 1.5 BS 14 12 9 7 6 4.5 - 14 11 7 5.5 4.5 3S 10'-0• li f2 tO 9 7.5 - - - 14 12 10 8 85 5 - - 14 12 8 6 5 4 - - 8.3)IN CASE THAT PRECAST STOW.PRECAST CONCRETE PANEL5,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, f4 10.5 7 5 3.5 - - - 13 9.5 6.5 5 4 3 - - 10 7.5 5 a 3 - - - ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON 14 1T 75 5.9 : - - - 14 11.5 9 6 5 4 - - 2.5 9.5 6 5 4 4 - - NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIONG OR EIFS WITH OR WITHOUT META.STUDS CONSULT THIS ENGINEER t0S a 5 - 14 12 8 6.5 SS 4 - 13 10 S.3 5 4 3 FOR INSTALLATION INTO STS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - 14 12 9 7 6 4.5 - - 14 10.5 7 55 4.5 3.5 - - 12.5 9.5 5 - 12 9 5 4.5 4 3 9 7 45 3.5 3 _ (G) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 10.5 7 5.5 4,5 - - 1.5 8.5 55 4.5 3,75 - - - (p) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS 9.5 7 4S - - 14 11.5 7.5 6 5 - 12 9 6 45 4 12'-0" 14 f2 t8 - - - - - 14 12 8 6.5 5.5 - - - 13 10 6$ 5 4 - - - U ' 15 85 45 - I1 8_5.5„ 4 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE 0111111 E9 INDICATED BELOW.FOR E.D.LESS THAN THE'NOICATED,REDUCE ANCHOR SPACING 13 9.5 5S 5 4 - 05 8 3 4 BY MULTI SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - 14 LOS 7 5.5 4.5 - 11 8.5 55 4.5 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-O" 14 12 - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - - FACTOR OS 8 - - - - - - 10 7.5 5 4 3 - - - 7.5 SS 4 3 - - ACTUAL TAPCON TAPPER + [12.5F6.5 - - - - - 12 9 6 4.5 4 - - 9S 7 5 4 - - - - nCI EDGE TAPCON ORS NO� ALL PONT SOLID SET BLUE TAP W/CAP Kwc N. G 8 8 - - - - - - 13 9.5 s5 s - - - - O.5 7.5 3 4 - - - - 1 1/ �_!. DICTAICE 14 12 - - - - - - 14 10.5.5 7 5.5 - - - - I1 8.5 55 ss - E.D. MIN.SPACING�-+3' MIN.SPACING o Zr MIN.SPACING-3 1/2" MIN.SPACING+3' 3 3/4" 4- 14'-0" - - 9 7 4.5 3.5 - - - 7 3 13S 3 - - - H ADE POURED CONCRETE 8 TWO CONDWE /Accts POURED CONCRETE& POURED CONCREIE&Papp ��tE aopc . u"W„•_nW CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK 11 B 53 4.5 - - - - 9 6.9 45 - - - - - INU.ii!. LTi E0..3' ED.-3 1/2•MN E0..2 1/2` M•3 I ' MR ED.•7• WL ED.•3 1/Y MN EO.21/2' 75 - - - - - - 12 9 6 - - - - - 9.5 7 45 - - - - 3• 1.0 0.90 1.0 0.78 1.0 0.84 1.0 1s'-o• 14 - - - - - - - 35 ,o ss - - - _ - os s s - - - - BLADE WORKING 2 1/z• o.a1 Lo Ds7 1.0- 9 - - - - - - - 8.5 6.5 4 - - - - - 6.5 5 3 _ _ _ (N UNISON ♦ - - 10 - - 05 6' 5 - 8S 6 4 _ _ _ 2" 0.71 - - - 0.51 - - - - is 8.5 ss - - - 9 BS as - - - - - 1 3/4• - 0.91 14 - - - - - - 2S 95 6 - - - - 10 7S 5 IS. 8 a 6 4 _ _ _ _ 8 4.53 _ _ _ _ 1 1/2 0.35 _ _ _ 0.35 - 9.S - - - - - - 8S 7 S - - - - - B 6 + - .(- -> FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone t4111t \, ER './�/. 4, 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. N --- BERTHA HVTM ES � eT'L C A� �A� Accordion Shutter System �. KY.BADEI w/OR w/o KV.tMNOCtNY BLADE 3 ` American Shutter SystemsICY.N DESCRIPTION DATE DATE DRAWN BY: LC. 'J �� TILUT TESTING & ENGINEERING COMPANY •, TE :•* 7 6335 xW.36m SL,See.m.Yam-OrROINs,fT.t4N6A 331a ASSGCIat(On1 Inc. 1 OLD 15-0$5 7/27/1 OATS: 47/27,/17 p, scr- F ,- Phone:(305)871-1530.Far:(305)871-1531 4266 Westroods Drive 2 DRAWING No f' aRlDA•.:'tL4tr 4k4aU11acooaalaan West Palm Beach. FL 33407 3 :_SS •........`` 110 1 WALTERDAL TlltlT Jr.P.E. 4 P.E.SfJSIGdTt�i2E/DATE FLORIDA UC.A 44167 5 SHEET s _13 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & HV+ BLADES AS APPLICABLE) SHUTTER SPAN L+ OR L- FOR IN-STALLATI N§-INTO-MOOD WITH HV BLADE Ml -OWLY SHALL SH BELIMITEQ TO 105.0 12sf. A.S.D. DESIGN-PRESSURE RATINg, aEESE ET 19 FOR MAX SPAN.-& 1/4*0 TAPCO R A.S.D. DESIGN PRESSURE RATING FOR INS • 'WORKING IN UNISON f i CON WITH VANCED -0 TAPCON OR H NOLOGY 1/4 _T__ --- zz::�— -. W TpMONI V�7,1,li,ADVANCEO THREADFORm TECHNOLOGY C( PE [ON V/ 1 1/2 AREA TO EXISTING P f PENETRATION OF THREADEDSEPARATION 1 T'0 R THR BED AREA TO WOOD HEADER.(SEE-SCHEDULE ON SHEET 15) O.Am(SEE EXISTING WOOD HEADER. /4 .3/4 SCHEDULE ON SHOT (SEE,SCHEDULE ON SHEET I SICPISWJ 20 J�S.S.MACHINE 4*-20 HUTS ti FOR ELACE(DANY OR 0 12*D.C. ON SHM 19 FOR 1 i &ADES(1)&(9 EXIST14G I 3 w= GLASS--4 OR a IAW CEXO i�_opnoNAL OR --'ICE NO MU'L 6 S N 2"xTl' EXISTING MI E --QOR 2*.4" DO _-0 TAPCON OR,TAPCO WITH ADVANCED I* .. WOOD 1/4 HEADER D WO THREADFORMI TECHNOL Y W/ 1 1/2- HFADER REOUIRED EXISTING I WK SEPARATION Lrn.PENETRATION Or READ Of AREA TO CLASS j TO 0-ASS(SEE EXISTING WOOD H MIN. SEPARATION TO CLASS (SEE SCHEOUL SHEET 15) L__sofBILLE ON'"'ET �__(SEE SCHEDULE ON SHEET 11) I I FOR BLADE 0.0— CCITT.SILL ON SHEET 19 FOR _J� PI ATE REO'O. KADES(D&@b) . � O HV WALL HEADER INSTALLATION (�) 'V_WALL SILL INSTAL ION 9HY WALL HEA aLALLATIO !I T MIN.SEPARATION'To GLASS EXIST= - MIN. 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WALL FINISH--' THREADED AREA INTO PLYWOOD X PLYWOOD REQ*D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) IT ANY INSIALL00N. BY WALL SILL.INSTALLATION TU @ TACHED TO STUBS IN 2�0'STUDS 16'O.C.MAX.REQ'O. AT I — PLYWOOD To HE ATTACHED TO STUDS IN ACCORDANCE ACC9RDANCE WIT14 SECTIO 2308 OF THE HY WALL SILL-INHALLATION ♦SEE U�kATICNS OF USE OF F�S.C� & BLADE"A ON SfIEEI(1-9,' L A'S'QE AT 10 N FLORIDA BUILDING CODE(Kon High Velocity Hurricone Zone,' 4"ya-I'--sillt7 2308"I A 02017 EASTERN METAL SUPPLY,INC. 74 02017 TILTECO.INC. ................. . BERTHA HVTM V\c ENS Accordion Shutter SystemILIECO .... A.s. H.V. MAX #1 W/OR W/b KV.WNDOW]KADE American Sha"er Syslems wv.R. DESCRIPTIO4 DALTr DRAWN BY: LC' L TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE,-07/27/1 �TIL IT 7 355 H.W. Ste.306,WRGM GARCIENS.Ft 3316C - Ft.- F�.;(305)871�1531 4268 Westroods Drive 2 DRAWING No —0:tlt&00­..­ West Polm Reoch, FL 33407 3 ED-0006719 4 17-107 WALTER A.TILS-P.C. 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END CONNECTION DETAIL 13, END CONNECTION DETAIL 1 0!111[[""f., FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 94017TLTEEo.INC. 0zaBEREASTERN SHL THAVTM Accardian Shutter System 1/ 3rc Q INN ��SuSsAw KV. BLADE#1 W/OR W/O N.v.vrNMW ea-AM • r/J TiLLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.R DESCRIPTId1+ OATC DRAro+dl': L.C. nh��\• 6? 8335 N.P1.36[h.St.,Ste.3d3.V1RG�NA CtROEHS.iy0liklM1}31 Asscolatlan, Inc. i OLD t5^085 7/27/1 r DATE:, 07�Y7�17 Phone 4268 Westroods 0Ave z DRAWING No ''_.si5' '"••••• •\�� -Mal: 17-107 7-107 14— West Palm Beoch, FL 33447 a /ONAL��1�..• 1VALTEA A,PLUT dr,P.E. P.E. SEAL/SIGNATURE/DATE RORiDA Lit.B aets7 € SHE18 OF 20