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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 -.., BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search ti g Product Approval � ��"` USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail � g WN A FL# FL389-0,9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.Com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _..' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389_-R9-_CO1..._AM_ERICAN_SH_UTTER_SYSTEM_ASSO C,,..INC;—DRAWING 17-107 CERTIFICATE OF INQ.EPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17.-106._CERTIFICATION OE INDEPEN-D ENCE...(1)..PDE FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 _........_._.._.._.._......._._.........................-................_.._.................-................._.._..__._.......__._._._......_..._.......—..__..__..._.............. CERTIFICATE OF INDEPENDENCE.PDF 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://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvYYHH2vJvx5 3 Mws... 1/3/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option 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 Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)For storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389_R9 II AMERICAN SHUTTER_SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF ------._._............................_._._.._._.._._.._...._..........----.....—...—......._........ Impact Resistant:Yes Verified 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 Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 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"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Nan-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST_EM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D". Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_, -72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f. for HV1A working in unison.See sheets 7, 11 and 20 Created 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 10 6 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC_DRAWING 17=106 BERTHA HV ACCORDION SHUTTER_ Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party: Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12, 25 and 28 respectively FL389._99 AE AMERICAN SHUTTER SYSTEMS ASSOC__ INC. DRAWING 17-106 PRODUCT EVALUATION REPpRT.PDF Created by Independent Third Party: Yes Back Next Contact Us::2.601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53 Mws... 1/3/2018 Florida Building Code Online Page 3 of 3 ® 0 0 H Credit Card Safe https:Hfloridabuitding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mws... 1/3/2018 GENERAL NOTES: I BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O,)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6(h EDrIION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SMALL 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.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. 1 IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA I; HV BLADES 01 & A BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/IAAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS IT 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 %INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS SM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WG= SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOIJACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 16091.2 OF THE ABOVE MENTIONED CODE AS PER AIL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE& WINDOW DETAIL -14V BLADE(D Y0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, #0317.02-06,#0609.61-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTIA E-1886 AREA 2: BY BLADE III)AND BY WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1, 2&3)& #1220,01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPUCABLE) -HV WINDOW BLADE @#0505DI-08 AS PER ASTM C-I886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION 014LY AND#0725.01-86 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADE(Z)AND KV WINDOW BLADE 6 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 N.V.ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14X2,75"AND#14x1,75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135,0 kSi YIELD STRENGTH AND 180 kel TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA MV DACROSMICIO COATING SYSTEM AS MANUFACTURED BY APPROVED cENTERMATE ALTERNATING DETAILS MV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE KV MARKING ON THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SMALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY 15 30.0 k5i AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/SLOCK SHEET 10 6005_T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5,ALL SCREWS TO BE STAINLESS STEEL 304 OR 3,16 AjSl SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER GIN 50018 WITH 50 kei MIN,YIELD STRENGTH AND 90 lksi MIN, TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY Vl/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 (L BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AIS 304 OR 316 SERIES STAINLESS STEEL WITH 35 kRi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:MY BLADE 0: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 W BLADE 0&0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 B. I HIS BERTHA MY. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATE14T#5'458,179 ISSUED 10 EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE 01-A) 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,THRV FASTENING IN CONTINUOUS CONTACT WITH THE SUILLRMO TO PREVENT WINO/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 MI) CENTERMATES AND ENGAGE Of?LOCK ALL KV AND HO LOCKS. AREA 4: HV WINDOW BLADE Cl)ONLY 11.SHUTTERMANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709,9.3 OF FLORIDA BUILDING CODE,014C LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILD114C CODE. — 12. I SERTHA H.V.H.V�ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWfNG'PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. 13- (.)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 OF THIS PRODUCT,BASED ON THIS P,E.O.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS OEfAILFO ON THIS.DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (.)THIS P.E.D.WILL BE CONSIDERED IWALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED E14GINEER 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 ME P.ED.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.0,ENGINEER SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. ORIGINAL P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone*, 02017 TILTrCO,INC. Q 2017 EASTERN METAL SUPPLY, INC. BERTHA HVT M Accordion Shutter System c o ,, _ TL E - A,S,S.A. KV. a_ADER #1 WW// RV.V#WN aAX PIR PIR TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.lk DESCRIPTION DATE I DATE: 0PAWN By. L.C. 3 6&55 N.W. 1St..Mt.305.NR=�4{>CENS,FLORCA 331fif Association, Inc. I OLD 15-085 7/27/1, D 7/27/17 Ph.n. (305)871-1530 F..:(335)671-1531 4268 Westroods Drive —2 ftst Palm Beach, FL 33407 3 . DRAY/ANG Mo .......1 1 1 TEE A.TILUT J,P.E. 4 17-107 FLORIDAY'k Pt UC,j 44,67 5 SHEET P.E.'Sti'L�SiGA16RE/DATE 6 1 or 20 -3-,FCA MIMI SINE 10. 7-] L 0. "'�5'qry 9 o 1!8'!�T E V SOLID �#D5' (i)HV UNIVERSAL FLOATER '*1.1�41FIEDD_F, 0�1 USE S� R USE W/ 'iE D 1"; CO/EP D4" NT f 54581,79 OLIZIhED FOR USE W/ KV BLADE(d) k)HV DIRECT MOUNT Hv H V -WINDOW BLADE 6005-TS ALLOY AND TEMPER USE 6063-T6 ALLOY AND TEMPER -SEE 'LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY AND TEMPER ........3,226" 1-599.'.7 6063-T6 ALLOY A Pb TEMPER 2670"......_...3 R )�� '70 72 ry a IzT84 T J�' Z5 Q-2' CFu 4.136* 0.072" Q)ILY A�Q W L I p 125_1-1 1A. 1-375' FOR USE HV • BLADE QI) Q !BY WALK—OVER TRAC V QUALIFIED FOR US HY TRENCH TRACK ALIFIF.D 08 IRAC QUALIFIED FOR USE W/ HV )HV U-FLO 6063-TS ALLOY AND TEMPER % 10 HV RAINGUARD FO 6063-Tf, ALLOY A TEMPER BLADE" ONLY. BI�ME tT) E063-Te ALLOi'ANO TEMPER OUALIFIED FOR UQF ',V/ HV 606,1-T6 ALLOY AND TEMPER r VARIES 1.936, BLADE VARIES 1.936' 6063-16 ALLOY AID TEMPER 17 aI Day --C83 j 08 .083 EIj ik R w", tial 16701 1.686- 3.570* 7 61; H V CEILING HEADER BY HEkDERZSILL CEI I G�HAQ�RILL �!ED� FT 'IONLY. 'J"'LIFIED FOR USE W/ HV 8 E I ONLY C'6ibF:'1—EDFOR USE W/ HV BLAOE(� 063-T6 ALLOY AND T Q WALL HEADE87SRU SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE' W/ HV )I 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER DE 1)ONLY' 6063-T6 AL NO TE14PER rTI r— "OMPONENT A o TIT2 x Y t 2- 2" 10.125" .090- (151 ................. Hv NUM ANGL 7 MAX. 0.1 go, C.,no- CORNER POST '66ALIFIED FOR USE W/ HV BLADA6MI C(UAL!FIED FOR USE ;V/ BLADE 2- S"MAX. 0.!34'":,0.131" 6063-T6 ALLOY AND TEMPER 6063-TI5-TtrCr-WD TEMPER I I IUNA BUILDING CODE(Non High Velocity Hurricane Zone: A. t2017 TILTEC0.INC. 02017 EASTERN METAL SUPPLY, INC. 41BERTHA HWA Accordion Shutter System. RADE r c-6 , A.S.S.A. H.V #1 W/OR W/O H.V.WNDOW RAM //-T-i-- E T;LLIT TESTING Ac ENGINEERING COMPANY American Shutter Systems R N,, DESCRII TION DATE DRAW.'SY. UC. AE )F 6355 36-.h.St.S-205.MRCIW�,ADUIS'FLORCA 7316 Association, Inc. OLD 15-085 07/27/0 WE: 07/27/17 T ( (=)871-1530.ra. 3, 4258 WestroodS Drive 2 DRAWING No ,, kr 4tizWest Palm Beach, FL 33407 17-107 ?ALTER A. P,E. 4 FLORIDA V-j 44167 5 SFIEET VNAE101JE 6 2 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV (1) 12 Al E_4NCE HV41 P .0625' TO E Tj (D HV BLADE I �-(4 0) 038 1:� BC IHV vv'IN'Dold BLADE .065" Sect OE25- .6625' HV BLADE 1A BLAOE'S .1875' .0625'1 (35 HV LONG RECESSED NYLON SU'S"Hi NG KNUCKLE 'i ; — 39 (TYP) 625' Y I-IV SHORT RECESSED NYLON BUSHING 7 POR".. F N'LA� RIJ60 HV NYLON HAT WASHER 10 OR (PA 2 41 HV WHEEL CARRIAGE AJSl 302-303 SERIES 040 X -404) ql.870"Y3/16" THICK NYLON WHEEL. @ .;z /8"MIN L -3.00 0.188"0 AIS! 302 SERIES S.S. RIVETS SE ATI ....... ell EEN DE 5 3/4" jEr 4 HV 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR in" tilt"S 0 N CEIJTERS .7500' "C 0— EAR PAR 0 MV EIL" OFF G @ HV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 -2- LEAR POLYCAPBONATE IMPACT RESISTANT HV WINDOW TYPICAL HV WINDOW B LADE AND T.-S A. C 39 'POLYCARBONATE HV WINDOW DETAIL (DOR g 1 4 or 3 L WEEEUINOTE FOR IMPACT RESISTANT H WINQgy REMENTS) (D OR V BAYER MAKROLON 3,103 POLYCARBONATE 12-JAIN. ARA ICE RESINS, UV-STABILIZED GRADE OR SABIC 6LE INIOVATIVE PLASTIC LEXAN 103 RESIN "I"' ON SHEET (SEE NOTETo Bu'oc BOTTOM EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR py PIN 8 H BY(1A) OR (1) HV FIN (D SHALL ALkVVS BE USED AT ALL EXTERIOR 'I -T� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR ' 38 308 EXTERIOR AMLT POLYCARBONATE SOURCES FOR(9 HV BLADE. TYPICAL SHUTTER ASSEMBLY T-CAL.PROPERTIES S14 .o F. HV PIN ORAT r R (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT EXTRIOR 00.37'�" 11 0192 01 wi�' 0,0-3 (SEE NOTE FOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D *BLADE KNUCKLE. BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7, 4�3REQUIREMENTS) TOMIE IOD SrRV. XSTN DS29 S.— TY- ILCIIURAl Al 1EL11 A51.DI90 17.5c�K).i. *,4W .i. T Wo—$ +w.07-1 3-0—1 (3) HV PIN @' OR @ IN/ 1/2" O.D, 'HICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INISTALUkTiON PER DETAIL X, SHEET (DO -RE V WHEEL CARRIAGE DETAIL SWX VENSil ACT'1 028x3 .1.2 It ASSEMBLY LAYOUT WE 0r Ir,"104 -I-DE35 C-1 CUSS C-1 cuss SELF SP:IIII "S.01029 1010T Seo r WESI.mm mm,0155 TENSILE'9TREhGIH AFTER 11 9302 ae.. TENSLC MqESS SEF-C V,."_R;1a �T.53E 81S1 580,P..", ,j:) H V BLADE SOLID & 'JAI HV WINDOW BLADE DETAILS N.T.S. sadttassrva,.rA x, FLORIDA BUILDINGCODE(Ron High Velocity Huwriccne Zone, ....... 02017 EASTERN METAL SUPPLY,INC. E r7.017 1ILTECL,INC. BERTHA HVTfA T_iTi E-6 , A.S.S.A. Accordion Shutter System H.V. EILADE#1 W/OR w/o RV.WNDOW BADE American Shutter Systems Rryb No DESCRIPTION DATE rqAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. OLD 15-085 1712,7/17 0,7/2-7/17 60-5 N".35 S1.1 S`<.205,�Rvw fl�_T,FLCR_�A 3316C 2 Drive DRAWING 4268 WestroccIr West Palm Beach, FL 33407 3 F 11 E 1106719 4 17-107 ........ ✓ ViAVER A'T!L IT j,.P.E. ET P.E. SEAL/SIGNATURE/DATE FLORIDA Ll�.'f'4'S' 5 SHE4 OF 20 k�l--4�- *NOTES ON HV WICKS AND CENTERMATES uy�4:3- 31 A • _t$IQ * 1. MMDATORY CONDITIOM#I: ONE HV LOCK;�3 or i�'SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 2 OF SHUTTER SPAN FOR SPANS LIP TO 105", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK�Z4 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTAC 2 If 4� HED TO _i)OR In I n I n I I n I nn I n CENTERMATES W/(2) 1/4"4-20 . 1/2' LONG FLAT HEAD S,S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECUR17Y PURPOSES, UP TO TWO HV #51 E USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES I ORtHALL BE AS INDICATED ON NOTE (1) ABOVE. SI N S TYPICAL SHUTTER ELEVATION. t l LOCA III OF LOCKS HALL BE AS INDICATED ON 1 OnONAL CONDITION #2 (VAUD ONLY WHE 42 IS USED W/M H.V. LOCKS), LOCKING RODS 35 ARE 2 9M, AT HURRICANE POSITION, BUT MAY � 1 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ;3j OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MANDATORY_C� Z-NJONE HV LOCK 1�&9� R o SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTA A-11ONS AT ANY ELEVATION, HV LOCK(?y or-25 SHALL BE USED AS AN OUT-SIDE OR INSIDE LOCK, ATTACHED TO CORNER CFNTERMATE W/(2) 1/4"0-20—. 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS'35 IF f3 AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, J_ 'n W1 MWMETRICAL CENTERMAMS-fL OR>2..: ONE ALTERNATE FIV LOCK 26 MAY BE USED IN LIEU OF HV LOCK 2��or U FOR ANY SPAN AND 2 -INSIDE OR OUTSIDE LOCK.ATTACHMENT INSTALLATIONS AT ANY ELEVATION. ALYERNATE LOCK T6 MAY BE USED AS AN' OF 1/4"0-20.3/4" B.S. THUMBSCREW TO-flIz OR IfYCENTERMAxES SHALL BE MADE W/ 1/4"o-200/4"ALUM. i5 RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT ! 2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, / 6. MANDATORY CONDITION #3 FOR KEYSTONE MOUNTING INSTALLATIONS, ONE HV LOCK 2[4 or or SHALL BE LUSED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ............. LI _5 or t TO 96'.AND INSTALLATIONS AT ANY ELEVATION.HV LOCK 5 or k _@ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO or t2 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. SEE M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE,OF LOCKING RODS ��5 W/ OR d7R TOP AND 801TOM is COMPLETELY MANDATO Y. DETAILS SHEETS 10 I a TYP. FULL I *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER .1. gQ;;�gVE.TQ. DAT.QRY CONDITION 11 LOCK 4b AND OF AND C NTERIJATE V E 'T"LOCK!'Q MAY BE INSTALLED IN LIEU OF HV LOCKS 24,OR qs FOR�AgNypia AND ftlIATION AT ANY ELEVATION. ALTERNATE LOCK-jb MAY BE: USED AS AN INSIDEOR OUTSIDE LOCK. ATTACHMENT OF LOCK 66 INCLUDES USING REINFORCING LOCKEFZ'Q,,AS SHOWN ON SECTION HVG, SHEET9, WHICH. MUST BE f5 CONNECTED TO CENTERMATES Q§AND W/ 1/4'0- BOLT :�Q � 1 1/2'LONG S.S. THREADED W/ 7/8-0 , 3/32" WINGNUT OR%%�/ I/4-0-20xI"'S,S.M.S.'INTO A 1/4"11. 5/8" RNNUT, LOCK MAY BE INSTALLED AT MIDSPAN OR 12" AND BELOW 1.110SPAN. USE OF TWO LOCKING RADS MAXIMUM ABOVE I) g TOP AND 130TOM IS MANDATORY. i1'510` xR,C8,-,f7,1cR HO LOCKS MENTERMATES: *NOTES M7 CENTE.AlOft-r3i it : ONE ALTERNATE HID LOCK 114 MAYBE USED IN LIEU or TYPICAL -(f) HV BLADE SHUTTER ELEVATION HV LOCKS(,? OR qFOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK(34 MAY BE USED AS AN INSIDE OR OUIS[q£ LOCK.ATTACHMENT OF HO LOCK q�TO&IS W/3#8 .3/8'F.H, &S.M,S.,A-40 INCLUDES REINFORCEMENT INSERT-qS.-AS SHOWN ON SECTIONS HDB-$IVS ANDAbC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MADSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPANUSE Or LOCKING RODS 3_5'IS COMPLETELY OPTIONAL, V H --Z : FLORIDA BUILDING CODE(Non High elocity urriccrle �. e 02017 EASTERN METAL SUPPLY,INC. 0701 TILTECO,INC, UN, BERTHA HVTM Accordion Shutter Sy stem /74TE�-q-7.7\ A.S.S.A. RV. RADE#1 W/OR W/O H.V. WINDOW UADE American 1; Shutter Systems EV.Nc DESCRIPTION DATE DRAWN BY: L.C. TILLIT TESTING ENGINEERING COMPANY 227/1-, O�TEz 07/7.7/17 r Association, Inc. t OLD 15-CS5 07/ 2 Vestroads Dri�e 2 LA 131E l h t IV 1, Ph— 4268 --DRAWING No —.3;Cit—ad.— West Palm Beach, Ft. 33407 3 ... ... . 17-107 6, V, ES-001116,119 A '/0NALV VALTER A,TLUT jr.P,E. FLORIDA LIF:j-4167 SHEET P.E. SUI:/MfVfIJ"R[/D.4TE 6 5 or 20 POURED CONCRETE -CONCRETE ANCHORS OR CONCRETE 6LO'X1 POURED I (SEE SC14EDULE ON S.S. POURED CONCRETE REQUIRED C I SHEET 13) CONCRETE ANCHORS MACHINE SCREWS PONCRETE REQUIRED W1 1/4"-20 EGUMED --1...... (SEE SCHEDULE ON CONCRETE ANCHORS 107&8 R')WAT.E(SEE'-cuNma(g)ON SKEET 7) SHEET 13) NUTS 0 12"U.C. -4 SHEET 13) (SEE SCHEDULE 0. - 1/4 -20,3/4"S.S. ED- Z Ea- ED MACHINE SCREWS --EQ EO-1 USING 1/4-20 NUTS 'El C 12*O.C. 1/2- E. l P.w 2 T- -F.250'Mo, 3 cR 15 ' t I. ,�; '\,.�aR 15 E-0, .250'M... E. -OPTIOMAL OPTIONAL i I vjs ho htm(M -01 0 R EXISTING ------kSEE SCI,-.EOULE ON SHEET + MIN. SEPARATION TO on SHEET 19 FOR GLASS I GLASS TO GLASS T EXISTING wvizs(0 i MIN,BE -10 (SEE SCHEDULE ON SHEET Ii) ' - EXISTINGLASS :' G --� -1;1 '�q)HV WALL HEADER INSTALLATION HV WALLHE DER INSTAL N 8; <V WALL HEAD ER INSTALLATIO KEY + KEY ONE / PAIN.SEPARATION 70 CLASS (SEE SCHEDULE ON SHEET II)-- GLASS— EXISTOIG M:MPARAT04 -'0�(SEE —DOR MIN, SEPARATION TO GLASS 10 EXISTING f, GLASS�l I FOR D.,DE-DAo (SEE SCHEDULE ON SHEET I 11) EMSTING OPTIONAL F4 FGR 9-1GN*vE3 "I T—I , ------� IFF /2 ON N. 13 OR 105, 1/2 Min. CIJ)0111,i�.� PHILLIPS TRUSS HEAD 1/4-0-20.3/A*SS.PHILLIPS 7 -CO-0 i ',CH 'G CONC TRUSS HEAD MACHINE SCREWS PETE AN'CHORS L 107 h(D8, M,:CaINE SCRNS USIN . .....- .,-. - '---CONCRETE ANCHORS '.F.EDULE ON W/ 1/4---20 NUTS 12-O.C. 1/4'-20 14UTS 0 12"(LC. L 1 SCHEDULE ON SHEET t3) MinPOURED CO .- nCRETE- SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE OLOC ANCHORS REQUIRE .- ALL REQUIRED (SEE SCHEDULE ON -HY-WALL SILL INSTALLATII ( )HV WALL SILL INSTALLATION POURED CONCRETE...... SHEET 14) r -1-01 OR CCNCRE t BLOC WALL REO�IRED HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ SEC SHEET 4 FOR TYPICAL SHUTTER TANCE ASSEIA SE6 LY SEE LR.p!AV0uS O�USE rOR 2- QUNTING SECTIONS CAN BE COMBINED (SEE NS ON SHEET 131 BLADE QAZ,014 SHEET IS H V BLADE IN ANY WAY t%o -1 71i� FLORIDA BUILDINGCODE(Non High Velocity Hurricone Zone', . ....... 02017 EASTERN METAL SUPPLY, INC. 02017 TtLTE=INCI BERTHA HV 4 Accordion Shutter System A.S.S.A. ri L E H.V. MADE#1 W/OR W/O H.V. WNDOW RADE z - * - - - American Shu"er Sysierns DATE DRAM BY: LC. ay baTILLIT TESTING & ENGINEERING COMPANY Assoclaflon, Inc. c D 15-085 37127/! OATtt 07/27/17 3ft.. .,fho..1.IIION'14 01%1D.A Zlll� 0, 4268 Westroads Drive 2 -4 1 �' hone (305)871-1530.Fax:(305)871-1531 DRAWING NO -Aoo.fta-n West Palm Beach, FL 33407 0 -17 17 'TEP IILU'r:,,P.E — FLORZA La.P.E. SEAL/Sl�"IlATIJRE/DATE b 6 OF 20 CONCRETE ANCHORS ' t...-.•.. POURED --^ ' x4 SfFtRAii[Yt L—_{" ♦ r-- `�!-- I C.SEPARATION CONCRETE {SEE SO HEOL!LE ON SHEET 53) 7o arcs(5 t 1,3 OR 4`A REDUIREb E%G TuI"455 I .^TEFL t _.._.. EDGE OF ^la 5'1'27 i9 , ,t't.STPMAMv �ULF OV I 1 _ rr l i q(p5' •_._•. : ^SLAH 1t ¢q .•TO L!r5F ; ISEE. ,•--E. D.1----_ APPLICABLE E%GLASS--� ALTERNATE" i i i i'NI_,j { li i1 li i EXISTING i EO EO•"• IF ANCHOR 11 I / I t t LOCAT[ON 1, 6bL45� i t 'li'`1 �r#10x3/4 MEX WASHER HEAD ! ,i 1 I 1 OR 1 3 OR 1 S .� t 3/8•i.T,. f TEK SCREWS C T2"D.C. /'� - EDGE OF I; _ it_ S; SLAB IF ,n ,,-„ t 3/aT w4. " •--CONCRETE ANCHORS r APPUCAB'.E ry CY i7; (SEE SCHEDULE ON SHEET 13) 1- D�1 'EO'_ 1 I II I I t - / C f i / EXISTING ' i �� .-'--•i I .� ,/,' / SUP.IF IL s '/ GLASS---- 1 SLAB CftJ2»-rt-� --i�-j i EOCf OF 1 // APPLICABLE C� �..... ,AN 5F?ARw11.T1 r SLAfi Ii i.._..."..._ ........-.._...,r._._._ .._...� (( I I 0 E.O. ....t..... ro cess(S� If i V APPLICABLE aPPUCABLE L�.......E D x�y 'I POURED- . 11 r . � POURED i CR.� 'FLAT HEAD CONCRETE ANCHORS notu"w ss�:r ;-, r/ r /' ; CONCRETE) ! _ (SEE SCHEDULE ON SHEET i ) I,r1a1 FaALE S7Na POURED- ............_..„__r...-.:_ ........_.... _ -„._.___.._...__ RcOW 0 - av 5•f2i I9 I OR s91♦CONCRETE �� `... !; _...f LFLAT HEAD CONCRETE ANCHORS CONCRETE a RED REQUIRED E.D.”— --E.o.•---- {SEE scH£oLne ON,SHEET ;<} TRENCH INSTALLATION I VALID ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTAL TId t SCHEDULE p3, SHEET 11 HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER r-, I �G. HV CEILING INSTALLATION FIrup�r j CONCRETE ANCHORS CLASS to cas II (SEE SCHEDULE ON i .._.....-FRYFSnRT 1111 1 ' : 1 - -•—.. ^•.•_ SHEET 15) 1/4.0 Ii1Y V. T c- W/ 7 O^ q " I i I EXISTING _ AwA. p THRFADELFJd Ip- EXISTING �Ii i I ' ' EXISTING .A rOn .Asx GLASS-- ��... Y� _ - TECI,NOLM OR t/,I PO'+.IRS I -tI- GLASS T J 4 GLASS v, 59'4A to _ _...._._.. FASTENERS TAPFERr A-XPaa.R;W/ '-'(Stt's MI.cl W+ 11)�:I I �.. y.'J CO—u rG 1 3/+'AIN.O.terowo O 6• !!A%. I D l i '--[ E 5 GC.FOR OF t0 6'••O•SPM h't'J _ 1 I �($$1S 9 4'O.C.FOR 5,7+115 LARGER T1LA!t 11i T— 1 // i Tf4" , .jt y i I 5'-Q"A. V 8'-G"NAY.IFPLY'-'-% -__4A 1 v I - I rarJtT AT EYiI*Y FASRNER HfAG/� L ! !, (Sr NOTE t AY,.y1 L---- 7 j2" O O 3 OR 1 E.D'A:. F;10.3 4"HEX E.0 /. y ,HFEr 1t rdt U1nraR^!JSy ""I A/8 ._. MAX. _.._.»_�I/'�)I I �j� ��/ 444 �-•' Tri't j� I i WASHER HEAD ' i CONT. 1 I u•N. yy� ^TEK_CREWS -P 914x3/4" HEX!:FADE...) 1 0 12"D.0 t 3 8 f /t SEK SCREWS 4 S'Q.C. ',_ ( "'--T ri / / 1 l 5�� J I j 1 A'e-ROSS/i SS 1/5 OR 1/4.0-20 S.S.M.S. CONCRET»'ANCHORS ✓ `U.O -j/ `� C. SCHEDULE 5.0.5. _I IL _ _ i i r {SEE SCHEDULE ON t -l'- G 3"O.C. 3 a.-__ t MOx. ! I(I l I' •/ �O 112'O.L•e_TO Y.utS W/NUT a 5'C.C. r- L'-'f Tfa i. t.•,t` .. 1/,/1 ! SHEET s .�-•_`.'. _ / f , itd(0 LORaiil EDGE Df J T' .'j:- E.O. y S¢+u Ta ' —SLAB IF < �` ti ,714X3/4'F.H.S.D.S. MIN"i2 x RED RETE ! 1 7 OR 18 1 2"i � .00"hLiN. 3 hPPLICABLE`/ �j' _ _ @ 9"O.C. �_ t i•. U Lu! ,t r `-- ONCRETE ANCHOR$ `"SEE NOTE 13(D) __. ..• _ Ra•.ONREG i . ' I-------E.D.�-----•-• POURED CONCRETE-' (SEE SGHECULE ON ON SHEET 1 i _EE 1 ' -CURED CD:'JCRETE� SON SHEET 13{ _. lr, -.-_-._......._r-_.--E.D..�....„.:.._._.s-......w,... OR CONCRETE STOCK SHEET Toy I :'-.;.- _.. D: — j ED (q)KEYSTONE MOUNTING INSTALLATION OPTIONAL-` POURED C'.:' HV WALL FLOOR INS ALLATIONU0A.S.b.CESICN PRESSURE:<6..-7z PSL CONCRETE WALL WA K—OV i STALLA LtAXOdunt SHUNER S PY.e'-D” nEOUIRED OJ HV RAINGUARD INSTALLATION t rzsrzE �Q. P T C_F7 SATj�Jh', F SECTIONS; a fSEF. SPE DCED'�NAN�+SH_ET 13 REMOVABLE`VMEt7 RERFORi/Er ♦ SE:E LI!AITATIDN OF USE FOR ��j �j�J 1- SEE SHEES 4 FOR TYPICAL SHUTTER c ( ^^_IFI a ) ( ADJACENT TO AN OPERABLE x:i .� SHEET IS INSTALLATION DETAILS YV I ' / I-1 Y BLADE THIS INSTALLATION SHALL B ASSEMBLY DR ENTRANCE sAa",Ir.,oN s 2- MOUNTING SECTIONS CAN BE CCMBIN-D — IN A14Y WAY TO SUIT ANY INSTALLATION. 1:Tf. j�i t '� FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, 1 ......•.•`."� = ^.?OST TItTECD•INC, 02017 EASTERN METAL SUPPLY,INC. . BERTHA HVTM io.441 �— A Accordion Shutter System — 111 1 C C 0 t N c� A■ ■ ■ ■ Rv. #1 wl OR w/o H.0 WINDOW American Shutter Systems i TILLIT TESTING & ENGINEERING COMPANY Y Ev.N DESCRIPTION batt DRAWN Bt': L.C. Association, Inc. L OLD 15-085 7127/1, DATE: 07/27/17 1,'1 T'Lr yy 6355 N:+'.]6th 51..Sia.3Ci.1R F.. G(M5,:Pl 153 3316 Pnene (305)871-1530 fax (305)971-1531 4268 VJestroods Drive z ,,AA) r•- + { >;--oo.tutaoO.exm„ west Palm Beach, FL 33407 3 DRAWING No ZONA L. .Z�',r! ER-0006719 a 17-107 .. WALTER A. :ILUT.r.P.E. "'""r FLOROA i;c b aa57 5 SHEET P.E. SEAL/SfG IATUP.E/DATE 6 7 OF 20 ALTERNATE.INSTALLATION W/HV "T" LOCK C01 HV MALE/FEMALE 'IT" LOCKS CENTERIVIATES a8) _. �9) & LOCKERS (t Wl/ nl HV BLADE SEE END -CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION 6) HV BLADE 7 F,WO:C�IEO C-SHM 6. IN WZ HD CENTERMATES I�t &2' 63 LZ Ul I ES Ali JS UY.NER54 TRIG BLQC 0 DETIA.MCD--VO ky BE USED WITH THs ALTERVA WY, mg SIEET. ECTION--1 DETAILS ON SHEETS 10 & IS 10 f • 0'U 3 A IN (4)H.V. I Al =jNI. '(9HV •"T" MR Plus(TYP.T 05 0) ..��CK (INSIDE) r<D ®r ............ 5 29 01 @1 oR�D2 �-01 R0,321 301 OR 2 Nd JOUT I SEE t,'OIE 5 FOR KI LOr @_1 1/4" 0-20 x 1 1/2" S,S.M.S. 305 R W/ 7/8"0 x 3/32" WINGNUT. copnowo HDB—HVB =00 T HOC—HVC• SYMMETRICAL MET ICAL HD CENTERMATES 9 HV "T" LOCK (OUTSIDE) MMETRICAL HD q SW/a- LOCK_CEX_TERLQR W/ 6_,tr t HVQ* WCK�NIERIQR) (2024-T3 k40Y)LARGE FUME T$C.'4 CRECY MrSET'r.PART 1 0$20� 0-9-@ 0-C-0-0- As UFACtURED By AVOEL CHERRY @-0.9- TF.MORM P&MPP"ttf,NEW JERSEY 11705.OR EQUAl'. @ @ fill—- ------ 4 It ELIC(3 SEE..CIES CI,'LW.1.4 P.C.3 @ .1 A.M.N.9✓CEQDEI.L-M-HM 4 (D HDD—HVD FLOATING STACK !E'R A. FLORIDA BUILDING CODE{Non High Veiocity Hurricone Zone" ... .... C2017 TILTECO,INC. (912017 EASTERN ERN METAL SUPPLY. 4.0 v sic BERTHA HVTll AID. -71ccordion Shutter Systein L C A,S,S.A. N.V.VRADE #1 W/OR W/O KV• WINDOW 9-ADE p American Shutter Systems qM No DESCRIPTION DATE CRAMIN EY: L TILLIT TESTING & ENGINEERING COMPANY 7 Association, Inc. OLD 15-08$ )7/27/17 DATE: 07/27/1 On I ,Sl 355 3M Sl..fie.305. CARDEIRS,11ORMA 3319+ 4268 Westrood, Drive 2 DRAWING No ........... Ph— I305)8?I-I5!C.Fax I(SOS)S71-531 0:"It.. West Palm Beech, FL 33407 —107 17 WALTER A,IIUUI J1.P.E. nowa Uc.9 44167 SHEET E. SEAL/SIGNAl`URE/DATE 9 OF 20 RED ._ ..--........... --_ -POURED CONCRETE RETE RETE ---POURED CONCRETE OR "" PO r ORUCONCRETE F„IE /` ORUCONCRETE OR CONCRETE _..„i CONCRETE BLOCK`11A!L -;. .__._..___.,._ BLOCK 'HALL REQl1 REO -......._... - BLOCK WALL REQUIRED REQUIRED BLOCK WAIL REQUIRED r /--EXISTING GLASS EXISTING GLASS , ;•-.I• ) J -) a,:- .--"•-_ �_R _...f) • _. EXISTING TItG G LASS CONCRETE ANCHOR'_ .EXISTING GLASS 2' . J, Q 1e"O.C. MIN.SEPARATf7,!J S 2' MIN.,-- 1 ID GLASS(SEE • ��.•,••• t E N.S+ARARGN tAiN.:.PM.CTC4. W..tt.SEPAPATION SCtCcOUE ON SHET� I _O TO GLASS(SEE !r-}-t EO TO G4f55(SEE I1 FCR B:A7E QRJ:D iI TO CLASS(SEE SCHECULE ON SHEET SCE ON SHEET 1/15'x3' MAX._.. ON SHEET 1;3 r0? 11 FO4 S'fDE.Q}A\'O ,I r SCHEDUE ON SHEET {6063-T6`CONT. E.ADESO& -11 FOR BLAD'_QaVC ! 11 FOR ET 19 FOR J c I ON SH .7 19 FOR 1/2” 1 ON SHEET 1?FOR (LOCATE A7 ON SHEEDES( 78 FOR ALUM. CLOSER t !BLAf1ESO& A. EITHER SIDE i B1!>rS Q&@ PLATE. (LOCATE 1j2-t i Q T-•�-7 B}:A:SQ&.Q UFO) ! AT EITHER SSI/II'DD�E LAIN ` 1 1 -• 1f2"7diN, I OF�:✓) ._ I i 4-USE 1'OR 2"MAX. I _....) FIOa/2"c r I R PPLICABLE)x2„xt/8".O'-2” I / (AS h. 10.1 j2"S.M,S;/ 16"O,C, i { ALUMIE7Uit CUP ANGLE D.C. . ,•,•, a" .- � �� (G063-T5 ALLOY) AT h".IDHE:GH�I, (1)#100/2" S.M.S. TO®& \!y �(j20� (2)1/4-c TAPCONS ANCHORSIQSEE CETAtL X FqR,J �` rj'ALL AT 1"O.C. {LOCATE Ai fes^ O OR Ii FATHER SIDE OF�4 1 ORSIDE CONNECTION1Q SEE DErnll X, FOR- OR (�p• TO TRACKS � 1 ` SIDE CONNECTION __ I i m�m®• 7Qm©o-10•C:/n SEE DETASL X FO Ai -0.6•Q7 a 8 a IO•IQ3 o- TO ]RACKS m r 6 7 m 8o-10 I �m©,®m©•®m SIDE CONNECTION �o- �1 0��A��•®°' 10' TI TRACKS 10�©°'©• mit -Qs. �`1O•®«�"L''"t�7.Qo- J 10•�mR.l`N.'J"'l;,J`®°" © O Qm© O ® - O,Q 6 ., • O Om©m0 O am O.O fir•© (O �m ©moo ®m - m 6•gym �•I��c�`�®•I�m •`�a1®� ,�^�,,�•� •®o'O' 3 6 ^. 8 8m 9•AA�� t •ma�yy J`.l"J'�o-l'7'C'7 © ®°"®.®m� QmIfR..® O`O 0Vj P1® l✓m©•® EN CO ECT10N DE it id END CONNECTION DETAIL(2� ND CONNEC ION DETAIL END CONNECTION DETAIL Q •7 REQUIRED ONLY FOR SPANS GREATER THAN 12•-0` -POURED CONCRETE OR CONCRETE FLOCK WALL EXISTING EXISTING GLASS r !RED GLASS 4 __..._......._�_."r�.._.� r _. _. __...„._--__„,... _„Ly—.__ T PE ! M .SEPARATION #laxif2”S.M.S- i +..---•.-___`_____- L TD GLASS(SEE, C^ 16 O:C. �• tLN. /^� SEPARATION �t• ____ _ __ -(E]taR$�OR j j OR SCNEL%='IE GJ ShFET TO GLASS(SEE _ .._.._ ti./r II FOR RACED CONCRETr, 1tAnJ• SCHECLM1E aV SHE_R _--___-------- /2' I Ott SHEET IS FOR A1JCHOR r Y"T n FOR PuNDEQ-1) (�, ', _�._i I. OR j 3OR(9OR(D CONCRETE•-•� BLADES Q&is 12"O.C. 't /�`�` �r I SHEET is FOR OR(gANCHOR ,� 1 ;'EO ly {� i J J"� gOC, r�---- 1/2 MIN. t_. .) � 1 •'. -..._ EO --1/2' _ 'y n v'OR®OR )j OR _w.' . ..,.�.. ` 2"Al4N, ... ` ♦ SEE UNOTAIIOJJS GF USE FOR MIIJ. S _VIEW BLADE(g)ON SHEET 19 as3oR OR oR(g Y ` tQ OR Q PLAN tQ OR Q rr^� 6• , a mLD• 3m DETAIL X +`-POURED CONCRETE CR 6 7=8 o TO •,� "'O O O O O ®m0 O O Q fir• g« END INSTALLATION CONCRETE PLUCK 4JALL ` ,o-1 ,_p pyp p p•®a HV BLADE OR hA�, HV WINDOW BLADE INTO REQUIRED 00 HV©o-O9�.Qo- �•, 5:7 1 m 6 7 �ECTIQN (D-0 44J� O F7«G �7�® ©R CONCRETE OR CONCRETE BLOCK WALL. DL 5 Qe •�mQQ•Qmi( .05m®,�3`. O QmQ �mC � "LQNNECTION DETAIL aQ• FLORIDA BUILDING CODE{Nan High Velocity Hurricane Zane' 3115 ^Y` "" Ay`•q 4+20x7 TILTECO,NJC. C�2.0 L7 EASTERN METAL SUPPLY,INC. Nf,E • r BERTHA HVTM A■ ■S■A■ Accordion Shutter System i L�Eq �,Nc.� ` H.v. sI.aDE#r w/CR W/O H.V.t41rDo'x slag " "'LO I�"1nt7f i American Shutter Systems c�.R DESCRIPTION DATEORAI'4 6Y: LC. T ILLIT TESTING & ENGINEERING CO' ILLIT TESTING & ENGINEERING COMPANY Associction, Inc. I OLD 15-085 7/27/1 LUTE: 07f27/17 ., �'• r 1 ,r �� 6355 4iC.36!n.5:.,Sta.345.NRC.tY. J`JS.RORUA 3316 ^- -�•-4` `, •A,-'.-'-' t Phone (305)871-1536.Fc.:(305)871--1S31 4268 westroods Crive DRAWING No d `ate 1i1 c-xis r:oeo^.00:.co Wes, Palm Beach, FL 33407 3 ONAL VN,o# E9n0671'a J 17-107 ALTER^�rv''"•trrttrtt'" t1FLOR*� !k.f.4167c. 5 SHEET P.E. SFnL/SIGNATURE/DATE 6 10 OF 20 $( E U E 1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN l+" OR "L MAXIMUM SHUTTER SPAN* "L+" MAX!tdUM SHUTTER SPAN*"L+" "--"--"' (ft.). FOR INSTALLATIONS Wf i' OR "L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS J g1 AAON L0EWQ - NT RMT , & or or INSTALLATIONS W/ W SYMMETRICA(�CENTERM CONCRETE & WOOD (1) L.+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N,V, LOCK ar or oris �„ MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. & I W/ ONE ,-1V LOCKS HD LOCK j4 W/"NO LOCKING RODS or GNE NV LOCH or @ or 0 : MAX, ALLOWABLE SPAN FOR A GIVEN NEGATIVE OR W/ NO LOCKING 5445LL8, C, D. E, };, N, G. P G, A.S.D. DESIGN PRESSURE RATING. CENTERtdAPE' 28(� 29 W/ ONE WJ NO !_OCKING RODS� ODS MOUNTING Al,' F, K & L R, S, & V. to—T— LOCK 30 W/TWO LOOK NG (SEE NOTES T.ft) (VALID FOR MOU14TING lot RODS 35 TOP & BOTTOM TOSEE (2) PROCEDURE T( DETERMINE MAXIMUM R/C FOR SHEET 7} FLOOR/CEILING G H 1 u J WALL,M10uNTINGS (TOP/807-0M) OR FLOOR/cEtLiNG: 1�,t1rr;;T�ES + //''�� CONCRETE&5v000 MOUNTING T, U. W & % ( ) GOIJCREtF a V.TIOd IN5TA!LArIOt:S V CONCRETE & rd .01-.I)Es 14'iN°'u1a tNSTA'ATIO un,OES GiVF.tJ A POSITIVE R.S.D. DESIGN PRESSURE RATING, A5.6.SIAL wSA.SURE hS.O.OESt,.^+ !NSTnLtRTtOhlS PRtssukf ,YALE Iag11NTI10 FLOOR/CEILING FRESSDRE w4u.MOUNTING PR_s5uaf FLOOR DETERMINE N MAXIMUM A.S.D.SPAN SIG FROM SCHEDULE. R4nRG MOUNTING R4nNc g w.mlG /c64orG IaO:INi61G GIVEN h NEGATIVE ADESIGN PRESSURE RATING, (P.xJ.) FLOOR/CaLlm,MOUNT.G tca.t.) „,- -",,,,,, ",� I.OR-) (•OR-) .FLgO@/VALL.M+OUut:-N FMA DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. l+ (R) I L-(It) L t (It) L-(It) L e (P•) t-(II) LL•(Q)^•» XIMU6t SHUTTER SPAN "L+"OR "L-" FOR�t134 OR LES ib'-0" 1b'-0" t6"-0" ) i6'--4" 30 16'-0" 16'-0" 30 70'-0" 16'-0" ALLATIONS ;HTO WOOD SHALL BE LIMITED TO flNAL AtAXiMUi ALLOYtAQLE SPAN iS EQUAL TO SHE psf. A.S.O. DESIGN PRESSURE RATING, tAIN!A 6! DETERMINED SPAN BETWEEN Al+"AND "L-". 35 4'-t0" 4"-1G 35 15'-2" 16'-%0•' 40 13-10" 3-10" 74'-2" 1S'-2" 40 I"a'-tO" t3'-iq" 40 14'-2^ 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR .m ._....—_ _..._�_ 45 ,..t '— —_ COM@INATIOrJS IN BCTWEEtJ Wkll MOUNTINGS 13'-7' 13'-4" 14'-3" 45 iJ'-t" i3'-t" 45 13'-�: 74'-3' 1' Y.v CORNER OENTERMATE 1:3 MAY BE USED AT ALL _.._..__._.. .. ._..._._._....__ ._.. -.,._. ---- !0 UNG MOUNTINGS 12'- ' ! t '-5" 12'--8" 13'- 50 t2'-j' 12'-5" 50 12'-3- 13,-7' MOUNTING MSiAL1ATIOtJS. LOCY.IJC SPECIFICATIONS 4%/ F. OR CEl. �� -• E INDICATED O\ MANDATORY CON,}ITirW (i2 5 <-i 55 it'-70" 11'-10" ,,. 55 it'-t' ii'-51" SHALL B AS 1 � FOR A C,1VEta POSITIVE A.S.D. DESIGN PRESSURE t 1.-4" 60 71'-4" II'-4" 60 1G'-2' ftl'-i1' NOTE #5, SHEET 5: RATING: "60 1. S ._.r fry»�.. ____. ....... __._._..____-. .. -_.._........___.____._... DETER!AINE: 1 65 70`-10' .v-IO' it'-7" !t'-t," 85 70'-iC" t0'--i0" 65 S•-5" 1G•-Y" -_ .�—._. --- -- - L.+tt ,MAX. -PAN FOR v5A11 .OUhT:h INSTALLATIONS. 70 10'_6' tq'-6" 70'-9" T 11'-5" 70 iq'-o" t0'-B„ 70 ._._ _._.8"'9_ ........ 7S L±+= MAX. SPAN FOR FLOflRJCE1LlWG MOUNTING 7S 10'-4" 1t'-1" 75t0'-7• _0•-1" 1"t EXE-PT THAT MAXIMUM SHUTTER tNSTALLATICNS. f0'-9" - 80 - 9'-t0" 9•-10" SPAN "L+"CR "L-"AND MAXIMUM A.S.D.DESING _ --�--•— - FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 _ 9'-6- 9•_6^ PRf URE RATING FOR INSTALiAPONS INTO CONCRETE RATING: -......�. _.».�...._. ....._.."..-..�.»._. -...__ - 90 9__5 9'-3" - OR CONCRETE BLOCK SMALL.BE LIMITED AS FOLLOWS: DETERMINE: -'-'-»---- ------- i- CONNECTION'S TO KEYSTONE MOUNTING U-:a MAX. SPAN FOR t4ALL MOUNTIt7G INSTALLATIONS, 95 9'-0- 8._9. p-- - LIMITEDMOUNTING G +64,-72 O.S.f. AND 8'-�0" SPAN, SEE --_ MAX. SPAN FOR FLOOR,/CEILING MOUNTOJG 700 B'-9' 8�` 9=�__.-9_T�.....__ 100 .... 8-9" ._<^ rAOUNTING MON 5t(EEl' 7, INSTALLATIONS. - .__. 105 _._.._a..-�_._ 7�-ti` g_9" 9_4" tOS 8'_7.• T-ii" .. ....__ ._t I10 8•-4" II-7-7 P,'-7" I g'_7•- _.........110....._ 8-4• ......_..7_.�-7,.,._._ FINAL MAXIMUM A.L LO44gBiE SPAN $ EQUAL TG TIM- -f5-". 115.-... 8'-2 1 1•-3•• 8''4 _.* 8'-it" -_.- 115 -._8-2..._._ T... - MINIMUM BETWEEP! 'Lt+• "I.Y+", "Lt_"Aftp _L2 _ lzo E-C" -6'-It' 8'-2" 6'-9" ,2G 6_g 6-„” SEPARATION TO GLASS SCHEDULE _-.__... �__—.._-... _...-._._.�.._ "--,•._ _ _._...� (i) G0 TO ANCHOR 5CHr ULE WTH FINAL MAXIMUM 125 in' v'-8- a-0' ' w-5, 125 7'-10` 6-8" ALLOWABLE SPAN!AN() NEGATIVE A.S.A. DESIGN _7-10" t a.-l- -_130_. 7'-8" ....~6'-5" PRESSURE P.ATING TO DETERMnNE MAXIMUM ANCHOR 135 7'-7" 6'-2 7'-s' r-9 ,35 7'-7- 6'-2" WIND ZONE MINiM{JM SPACING. la:D1' 7'-7" " 7•-6 toor-s= s-i1" ASTM E-1998 SEPARATION .. ._145 _ 7._3"^.. -„°--7.-5_ _,_7-J. — 5 -..7,-3. _ 5'_9 TO GLASS 14 ..... . ...... _.. _ 150 7'-2" i...S-7' T-4" 7'-0' 150 7'-2'._......_ 155 T-0" 5'-5' 7'-2" 6'-2" 155 7'-0" V-15, i THRt_I 3 i60 6'-•t t' , 5' 2' 7'-1' 6--7" 760 6•_71" 5'-2" 165 W-10" ! 5- t" 170 b'-9' 4'-t t" 6'-tt" I 6'- 170 6'-8' 175 6'-7" � 4'-9' 6'-9" 6'-0' 175 __...._ .._�38p_»_......._b .'-(--;_8=.... 4-8r__..5'-To" __..-i80 _ 6-67_._. 4 `-6.. , HV BLADE 185 6'-5' I a'-6" 6'-7" 5'-8" 185 t90 fi'-4- ! 4'...5" 6'-6" 5'-6" 190 6'-4" 4'-5" S'_g' 6'-2" 4' S'._3 .......200 6'-2" +-2" 'LOS 6'- '-1" 5'-3" 5'-t" 205 6._�.. l,V I, "' °°r° -< FLORIDA BUILDING CODE(Non High Ve!oGity' Hurricane Zone' 02017 EASTERN ACETAL SUPPLY, INC. 0401;ULTECO,INC, BERTHA HV �IL E C O �NC� ,�■ Accordion Shutter System a N.V. BLADE#1 W/OR W/O H.V. WNDOW BLADE American Shutter Systems EV.N DESCRIPtION DATE DRAWn 6Y:MLMV:t_G. ^1 4t1�r 5g. TICCIT TESTING & ENGINEERING COMPANY 1 a Association, Inc. OLD 15-085 7t17t7 D.4T: 47/27J1z .f s $355 ri.W.3fr:h,Sx.,Sta.3J$.v:RGV.v.OxRD�fS,RaT,Di 3376 ' ) '4 PnV-:(.05)677-l"O.F..:(335)871-1531 4268 Westroads Drive z DRAWING No e-moa: 5,5 .ate�o®4�t.�.m West Poim Beach, f'L 33407 3 e1 / ...'p...rfi tt E6-gga67to 4 17-107 Cdo-1! WnLTER A.TILLIt Jr.P.E. »" �/+'' FLORIDJ,t-j 44167 5 SHEET P.E. SExiLJFi'fi4ATUREj[;ATE D 11 OF 20 MAXIMUM ANCHOR* SPACING (in) SCFDULFEFOR A GIVEN MAX SHUTTER SPAN ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHO $ SPACING LEGEND ST-ALLA IONS POURED CONCRETE SEH Mot1NnN4s A.B,c,4 N v F ON SHEET 6) POURED CONCRETE CONCRETE BLOCK TAPCON OR RAXA WALL HEADER MOUNTING A WALL HEADER MOUNTING D WALL$ILL OUNTING D WALL SILL 1 OUNTING C&F WALL HEADER/SILL TAPCON WITH ADVANCED IMU H,/ L� V7/ 4 WALL HEADER MOUNTING }y f W/ 4 MOUNTING THREADFORM TECHNOLOGY SPAN (H) ASA.07-VM NEWTTIE PRESNRE,9AUNG A.S,O.DEDON •ECAiNE PFESSURE W.T„IC(Psl AS,D. ___ ., WINE FM'SSl19E gAnPO(paf.ISD.0�.p7 NECAINE PRESARE A47CIC ip11 As.O. WGt1NE PrdSS1RE.RAIRM(pt Asa,DLWI NEW,MTT PRESSSURE RAOHG(p_ ALL PIJ'N7'S SOLID-SET JO 40 60 k 75 90 120 150 205 30 ® 60 75 90 120 160 20S 30 40 60 75 90 1<v 1160 20S JO 40 60 75 9011011601205 14 4 6 75 90 120 ifi0 205 30[.0 50 ?5 90 120�t64 205 13LU£ TI.F 14 i7. }8.9 8 8 6 8 li 12 10 8 8 18 8 6 14 12 10 9 8 8 6 b 1{ 12 10 9 8 8 6 fi 12 10 9 8 8 6 S.5 8 8 8 8 8 8 7 5.5 _„».._.-6 _ _.... 3•-0" 14 12 10?9 8 B 6 'S 14 12 10 '9 8 B 6 6 14 12 10 9 B H 6 6 14 12 10 9 8 5 6 6 li 12 10 9 8 8 6 6 8 8 8 8 8 8 8 8 __ OR 74- 12 ]4 9 $ 8 6 5 74 12 14 .9 8 8 6 6 t4 /2 t0 9 8 1.8 i 6 S l{ 12 t0 4 8 8 6 3 fa 12 10 9 8 8 6 6 8 8 8 8 8 8 8 6.5 1412 10 9 8 B 6 6 14 12 10 9 8 B 6 6� 14„ 12 t0 9 8 B 6 6 14 12 10 9 B 8 6 t{ 12 10 9 8 8 6 5 6 8 B tl e 8 d 7 /4 12 10 9 8 8 6 4 14 12 10 9 8 8 6 0 14 12 10 9 e 8 6- b 14 12 10 9 8 J • _ -- t o 12 10 9 B B e S B B B 8 d B 8 8 74 12 /0+9 e e I.L. 4 14 12 10 9 8 8 6 6 IM1 12 10 9 B 8 '6 8 to 12 10 9 B 8 S.5 4'--D 14 12 10 1 9 8 B 4,5 - 14 12 10 ,9 8 8 6 4 14 12 10 9 8 8 6 6 11 12 50 9 B 8 - - fi 12 10 9 8 8 ffT- 8 e S 8 8 8 5.5 5 74 12 10 1 9 8 B 6 4 t4 /2 14 '9 8 8 6 6 14 12 ]0 4 8 8 6 6 ti 12 10 9' 8 8 - 14 52 10 9 8 8 6 8 8 8 8 8 8 7 5.5 11 12 10 9 8 B 4.5 - ib_ 12 f0 9 8 B_ 6 3.5 14 12 10 9 B 8 6 6 14 12 10 9 7,5 - - 11 12 10 9 7.5 5,5 - _-_ 8 B B 8_7.5 5.5 4 3 # 5 ._...._ ._.,r .__........ 14 12 10 9 8 8 4.5 i4 12 14 9 B 8 6 3.5 ]4 72 iQ 9 $ 8 6 EE ANCHOR: 6 ti 12 10 9 8 7 - tt '72 10 9 8 8 b_ 8 B 8 d 8 8 A 8 5'-0' -- -.- -- -- ' - SPECIFICATIONS _.._ 14 12. 10 9 8 5.5 - 14 12 10 9 8 B 4.5 - 14 12 10 9 8 8 6 .5 14 IZ 70 9 B 3 - 14 12 10 9 B 7 - 8 8 8 fi B 7 5 4' _.,..__.. .r__,.... .._._. ..t ...___. ._.,....._.__ 14 12 10 9 B Bµ 4 - 14 12 10 9 8 8 6 3.S 14 t2.t0 9 8 8 E 6 tt 12 10 9 8 _ _ '.� 12 4 8 7.5 - '8 8 8 8 T. 17.5 5.5 < ON SHEET 13 it 12 10 9 8 5.5 3 14 12 fill9 8 8 14.5 - 14. 12 t0 9 8 8 6 6 14 12 9.5 7.5 4 1- 1412 7.5 6.5 3,5 - 8 8 8 7.5 6.S 4.5 3.5 - I4 12 10 9 8 5.5 - - la 1] 1 9 8 8 4.5 14 12 10 9 B 8 fi B 14 12 10 9 B 4 14" 12 10 - - i 9 8 A 4 8 8 it 12 iv - tt 12 10 9 8 8 - t4 i2 i4 9 8 8 9.5 3.5 14 12 t0k.14 - -�- 74 12 10 9 7,5 4 ,m 8 A 8 6» 7.6 5.5 4 '3 14 12 10 9 8 5 14 1 I 9 8 8 4 14 12 10 9 B B S S.S t4 12 10 - I la 9 B 4.5 8 8 B 8 8 6 4.5 - ^•, V14 17, 70 4 8 4 - - to 1 10 9 8 6.5 3 - i4 i2 10 9 8 8 6 - t4 12 8 - - t4 t 6A AS- - - 8 8 8 6.5 5.S 4 3 - 12 f0 9 8 4 - - 11 2 9 8 Gb 3 - 1, 12 t0 9 8 8 6 - 14 lI f0 - - - 14 12 9 8 7 - B 8 B 8 0 8 7.5 B 7'-0- 12 10 9 45 - t428 4 - 14 12 10 9 8 7 4 - 14 12 /0 ,Tla t2 1088 d6.5 3.5 i2 ]0 9 ?.S .75 - 54 12 f0 9 8 6t4 12 .t0 9 8 8 b t4 -12 t0 - I- 14 /2 i0 8.5 7 8 6 8 8 7 5 4 12 10 g 5.5 3 - - f4 12 10 9 8 4,5 - t4 12 10 9 8 8 - to 11 7 15.5 3,5 - - - e H 7 5,5 4.5__ +,5 - - it 12 10 9 8 8 - tt 72 t0 - t4 t2 109 8 3 - - 8 8 8 8 87574 14 12 10 9 53 _ - t4 12 10 4e - - ,.. _ •SEE L]MITATIONS OE USf FOR it t2 10 iSS 3 - - 14 12 10 9 8 - - - f4 12 10 9 B 5.5 - - ti 12 8,514128.5 7 4 8 8 IB_.7 5.5J, , ___..._ _.._.__,,.. _....... 1_ _� _ A;Or' SHEET 1911 12 10 19 5 - - - 14» t 1 9 8 1 - - 14 12 t0 9 8 B� - Is �12 9.5 �- ��'�__....._ ._. .'..... LtLADE(1 ` 14 t 9.5 7.5 1.5 - 8 8 8 7.5 5 4.5 /` 14 i2 t0 b.5 4.5 - - _ ti 7 0 9 2.5 - - - t4 12 10 9 8 - i} 9.5 4 - - ^�.• 13 .5 5 - - - 8 8 6.5 5 4 3 - - ._.__....._....._ .._ _._._. T_.., 11 12 10 6.5 t - - 14 72 9 7,5 - - - 16 12 10 9 . - - - 14 12 1. S - - - 14 12 10 9 - - - - 8 8 8 6 B 6.5 6 3 1- ... S-........ 14 12 8.5 4 - - - /4 12 10 9-t_S - _- /4 32 10 9 7.51- _ I4 11.5 4.5 - - .14 412 ?a B _ 8 8 7.5 6 5 a 14 12 TO�f 6 4 -»I"-T 14 12 10 9 7 14 12 to 6 8 14 12 5 t4 11 8 6,5 - 8 8 -B 6.5 5.5 , 1 14 12 9.5 5 3S - - - 14 t2 10 9 5.5 - - - 14 12 9 8 - - 11.5 8.5 - - - - t- t,5 85 5,5 - - - - 8 8 5.5 {.5 ........_.....12 -._. `4___�� 14' 12 9.5 S 3.9 - - - 14 72 10 9 S,S - - 14 12 t0 9 8 _ i4 72 7 - - t_- I- it 12 10 7.5 5 - - 8 8 B_ 8 B 7.5 4,5 - _..»...... -.._._._ it 14 t2 5.5 3 - - -14 12 70 B -3 ---- ,.-ry 14 12 10 9 6 - 14 10.5 3 - - - -� 14 10_.5 7 5.5 - fS-12 „9 14,5 J 74 10 4 S 14 12 10 H t4 ti ti t 9,5 - - 8_•8-(7,5 5ry 5" - 1 14 2 10 - - - - ti 12 10 0 - - 110.5 8 - - t- - ,p.5 S - - - - - 14 12 7 - - - I- 14 10 - - 1y 12 10 - - - - - 14 12 510 8 8 8 S T 3.5 - t2 4 -- - - - t4 12 f0 - - - - t4 t2 f0 - 12.5 9.5 - - - -12.5 9.5 6 _ _ '8 '-8' 8... -,- 5 - .. .. _.._ {=.1. ._ »._._ ..,..... _ _ f _. - 14 12 6.5 - - - - - 14 12 10 - - - - - 14 I2 10 - - ^��--' 13.5 10 - - - - - - to 10 7 - - - - - 88 ? 5.5 4,5'x- - 14 12 5.5 - - - 14 10 - - - - 14 72 10 - - - - 9.5 7 - - - - - - 995 7 3.5 - - - - 8 7 4.5 3,8 3 - - 14 12 JS .„�"--- - -^'-1,-' 10 ' - - 14 12 110 _ _i 14 12 4 -' - -_i. - 74 12 10 =_- __ - - - 8 8 0 8 8 _63 12'-a - _ _ _ - t4 12 H - - - -' 14 12 Iq - 11.58.5. - _ 1,5 5.5 4 - - _ $ 8 5,54,5 4 _ {� --T4 -i2 10 .... _...�..._ .._.. 12.5 9.5 - I- _ _ _ _' 13.5 9.5 4.5 _ _ _ - B B 6 5 •_.4� ia-12 5 -._� - - - - - - - - la 12 - - - - ;< 2 i0 - 9 3.5 - - - - - -w 9 6.5 _ - _ _ _ _ B 6.5._,.5 3.5 3 -_ - (1 i HV BLADE -i._r_... _.14 12 _ '=.... 14 12 - .t4 72 - _ - - -�__ti...14 12 14 -L2--- .._ - 11 _ _ ._ BLADE OR 13-0" 14 10..- '1"^.....-. 14..12 _ ---.- 14 12 - - _ i1-- -' 10.555:5 - - - - I- _ Q.�B B19 a }.5-- - 1 ,W/ 1A HV WINDOW BLADE 14 12 _ _ _ _ _ _ (- tt.5...8 _ _ _ '-'-I- t.5 8.5' 5.5'4.5 - 14 t2 i, 71 - - - - 14 12 - - - - B 3 - - - Imo, 8 4 - - - - - B 6 4 3 - - - . i2 - - - I-_,';». l4 11 - .'-- - - 14 12 "- _- - _ - to 9 - - '� _ 1, 12 - - - - - 8{6 8 B 7.5 a - j4 Ts 4'-0'-14- 0ti 7 - 14 12 - ^ _.._..= 1<.. 12 10.5 4 - „ -- - 8 .5 �. WORKING I _ __. 14 11.5 - I- - - - - 14 i4 - - - I- ( 7.5 - - ».._i.�_.7.5 1 a ._ - -..,....._ 14 I a _ - 8 8 8 7 - f4 14 14 9 I- 9 8 7 4,5 S 3 14 _ _ _ _ j 1i _ _ _ _r' 14 _ _ _ 10 _ _ - _ _ }Q _ _ _ _ _ 8 7.5 5 4 ......- 1{ _ _ _ - _ 7 _ - _ _ - _ I_ _ _ _ 7 5.5 3.5 - ...... - .. 14 14 - - - - (_ t7_..._ - .. _ 14 _ .. - 8 8 H 7.S b 3 ... ..._.. I4 .._ _ 8 8 - ...`....'- .- ...8 ..E.S 4 J.5 - ' ... .... 14 _ - , ._y. _.....�;_.f. 3.5 _:_...._ _ - 11 i'4s` - - - - - �i a3illl_1)li��i "Gd (Non High Velocity Hurricane Zane; - 1 ayr-1�''• Y ��, 01 2017 EASTERN METAL,SUPPLY, INC. 6A11.A `' ,• •��/ y`. 9201?TILTECO,NO, _ BERTHAWVTM „ tt -Y`°°1.,�.vt;ry',;.,�v •, IL E C 6 ..,- ,�■ .a7.A■ Accordion Shutter System v H.V. MADE#1 W/OR W/O H.V.WNDON RAX .... Q ,. American Shutter Systems EY.NeJ OEscR1PDaN DATE ORArer:6r: LC. TILLIT TESTING & ENGINEERING COMPANY " Association, Inc. OLD 15-085 7/27/1 DATE: 07/27,17 6355 N.w.J61n.St..Ste.3v5,v!R'i-44A0EJ:5.�1QRt0A 3346 G '• $' 4268 Westroads Drive z w- l Phan: (305)871-1530.Fe[;(305)871-1534 _ __ - DRAINING NO .;'�pJ/gqtitJ�^�y�.,.«•' ti tt1 -tea:tat�000>:�.�ar1 Wes, Paim 8eockl, FL 33407 7-107 " 'Or21't 1_6.1�'.?� tSt7 5'fALTER A,O'R.L1 4,P.E. a ... FLORIDA Ltc.#44167 5 S}4EET P.C. SEAtMP WATURE/'DATE "6 1 1 12 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRUE ORODNCRETE (CCK iNtTALAT}ONS (SEE MOUNTINGS E.0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUAE'D 00 ✓CONCRETIZ SLOOK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:%Min.f'c - 3 ksi) MAXIMUM E@WALL SILL MOUNTING ©CEILING MOUNTING @FLOOR MOUNTING - 1/4"0 TAPCON OR 7APCON WITH ADVANCED THREAOFORAI TECHNOLOGY ANCHORS,AS MANUFACTURED 8Y I.T.W.eUILDEX. (Min.('c=3 It) ANCHORS SPACIN•IF ND 1/4'0 s 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.f'c 3 1.;) (ft) ,�D.0[509 N£FATNE PRESSURE RAMC ps1,"5.8.DUO NEGATM PRESSURE_MN:.'C(pltl•SA:C+'9CN PRESSURE RA7cfG p11) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.FC - 2 ksi) -7 .„............_.. 7 _.............. TAPCOr!OR 30 40 60 75 y 90 1120 164 205 30 40 60 75 40 j120 160 205 30 0 75 f 40 720 160 205 TAPC:03 YF.T!i ADVANCED 1/4'0 TAPPER.ANCHORS AS MANUFACTURED 6Y POWERS FASTE»ERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 74 t2 t0 9 $ 8 6 5,5 i+ 12 t0 9 8 8 6 0 14 1 i0 19 e e , 6 7HREADN WJ TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. (Min.f'c - 3 ksi) 3'-0' 14 12 10 9 8 8 6 6 la 12 f0 9 8-1.1-1- 6 14...1].•. 10 -R- B 8 6 EI 6m ALL POINTS SOLID-S OR LESS /+ 12 10 9 8 8 b 6 14 12 t0 S 8 8 6 6 14 12 1D 8 8 1 6 5 BLUE TAP W/GIP NOTES: 14 12 10 9 8 6 6 7 14 12 10 9 8 B 6 6 14 12 10 9 B 6 E 6 q,7)lAINUAUM EMBEDMENT INTO POURED CONCRETE OF TA CON CR TAPCON WITH ADVANCED THREADFORAI 7ECNNOLOOY ANCHORS AN AP ER 14 12 10 9 5 7 5.5 3.5 14 12 10 9 8 8 6 6 14 12 10 9 0 8 6 5 TAPPER* ANCHORS IS 1 3/4',AND FOR BLUE TAP Wj CAP ANC14ORS IS 1 1/2•. 4'-0' 14 12_10 •4 8 8 6 6 14 12 10 9 8 0 6 6 14 12 10 9 8 8 6 5.5 1+ 12 10 9 8 0 6 4 i4 12 10 _9 8 B 6-4.5'774- 72 70 9 8 t'8 4 }.S A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMREDMENT ti 12 10 9 8 8 6 4.5 14 12 10 9 6 8 6 5.5 is 12 10 9 8 8 5 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 10 9 7.5 5.5 3.5 - 14 12 10 9 8 8 6 S 14 12 70 9 8 7 S.S 4 •sEE uu vrxr'rs br VSE CCR EXIST,AND t'!.!INIMUM FOR WALLS WITH NO STUCCO, 14 122 10 9 8 8 6 6 14 12 10 _B 8 8 6 5-5 14 t2 10 9 8 8 6 45 81A:?E}A^CN SHEET 19 5^0" 14 12 10 9 8 7 4 - 14 12 10 9 8 64 5 33 l4 12 iD 6 8.5 5 JS 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FCUND ON THE EXISTING WALL OR FLOOR, ••14 12 to 9 8 7.5 4.S -J 14 72 to 6 8- 6 4.5 14 12 10 9 8 1 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAD WA.t FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 6S 4.5 - - 14 12 10 9 8 7.5 5.51_a 1- 12 10 9 8 1 6_L5 3.5 NOTES A.1) &A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUTMETAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 8 8 6 - 14 12"i0 9 8 8 6 5 1412 10 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 t2 104 7.5 5.5 3 14 12 10 8.5 7 5.5 4 3 fa i2 8 6.5 5,5 S 3 - 14 12 10 9 8 6 - - 14 12 10 9 8 6.5 5 3.75 14 12 10 8.5 8 5 4 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-9O) _. 4'0 TAPCON R TAPCOM WITH V TECHNOLOGYANCHORS,A MAN FAT - LT.W.BUILDEX. W1412 3 - - }4 12 14 4 8 5.5 4.5 33 T4 72 10 8 7 5 3.5 - If 0 AD ANCEO 7HREADFORM TECH CLOG 5 U C URtD 8Y 1.. .. 9 8 0 - - 14 12 10 9 8 75 4 14 72 10 9 7,5 5.5 4 31/ TY COMPANY_ 4"0 A 3 4•ALl POINTS SOLID-SET ANCHORS,A5 DISTRIBUTED BY ALL p01NTS SCREW,BOLT&SPECLALT-0 "'" -'-` ^"-"'- "4 '--^"" -" - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,MC.10 8 6,54 - - 14 12 9 7.5 6 4S 15 - 14 105 7 5.5 4.5 3.5 - - H, S.S 7 ;'4 - - t4 /2 t0. 9 7.5 5.5 4 14 12 9 7 7.3 4.5 - - ij4'0 TAPPER+ANCHORS AS MANUFACTURED 13Y POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 _!I 7 5,5 4,5 - 14 12 10 9 7,5 5.5 4 14 12 9 7 6 4.5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOC141ION,INC. ,__..._._._.._ - ._....' - 14 12 io 9 8 6.5 - -• 14 12 '10• S 8 G 4 - 14 12 10••I 8 63 5 3.5 - NOTES: 8-0" 14 i2 8.5 7 5.5 3 - - 14 t2 0 6.5 S.5 4 } _ 2,5 9.5 6 15 4 3 - 14 12 9.5 7,5 6 - - 14 12 9.5 0 6,5 5 -��C 14 $ 6 6.5 4 FI.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP V!/CAP ANCHORS AND TAPPER*ANCHORS IS 1 7j4'AND TAPCON WITH ADVANCED THRMFORM TECHNOLOGY ANCHORS IS 1'. F.- 13 L5 6.S 5 . it 12 10 8 b,557412 10 9 8 - - - t4 12 10 9 7.5 4,5 - - 14 12 8.5 7 5.5 4 - B.2)MININNA EMBEDI.ICNT OF 1/4'C X 3f4'All POINTS SOLD-SET ANCHORS SHALL 8E ENDR£LY EMBEDDED irlTO THE CONCRETE BLOCK.sa0 ti i1.5 7.56 T - - 14 11 7 5.5 5 3.S - ii 8 5S 4.5 3.5 - - - EMBEDMENT 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 8 6.5 4.5 - - t4 12 $.5 7 5,5 4 14 IO.S 5.5 6 4,5 - - EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. 113 0.5 5.5 4 14 12 9 7 6a,5 /4 1 5.5 4. 314 12 10 9 7.5 - - - 71 1$ to 8 8,5 5" - - 14 i 8 �6 5 4 -� - B.3)IN CASE THAT PRECAST SONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 10.5 7 5 3.5 ___13 9.5 6.5 5 4 3 _ 10 7.5 5 4 3 ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SR:O IVALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 it 7S 535 - 14 115 9 6 5 S� 125;9.5 6 5 4 4 - NOTES 8.1)&8.2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER HLS 8_ 5 - - - - /4 12 8 S.5 S.5 4 _-_ - 13 10 6.5 5 14 3 - - FOR INSTALLATION INTO EIFS WITH METAL.STUDS SEE SHEET 20. 14 12 10 - - _ - - 14 t2 4 7 6 4.5 - - 14 -0.51 7 5.5 4.5 3.5 123 9.5 5 V Jt- i2 9 6 4.5 a J - - 9 7 e.5 I3.5 3 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEC!FICAP.ONS OF THE ANICHOR'S MANUFACTURER. 14 ID 7 - - - 14 10.5 7 5.5 45 - L 11.5 8,5 53 45 3.75 -M - 9S 7 4,5 - - - - - t4 tt.5 7,5 S f, - - - .12-19 6 45 4 - - - SEESCHEDULE BELCPt FOR EDGE DI TANCE(E.D VERSUS ONSHP FOR ANCHOR$ 12'-0• 14 12 _ H 12 B 6.5 5.5 - - - 13 10 b.5 5 4 - - - �O_F_W51AN }�VERSUS SPACINGS5CHEOlILE)FOR AN�y„QF,S:G REtA _ 11.5 8.5 4,5 - - - - n_ 8 5.5 4 3.5 - -_ 8 S t 3 - - - MAXIMUM ANCHOR S?ACINGS ARE VALID FOR EDGE OSTANCES 0107CAiEED BELOW.FOR IE..D.LESS THAN THE INDICATED.REDUCE.ANCHOR SPACING 13.5 9.S 13 4.5 6.5 5 4 i05 e'I 5 14 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FRCTpP.S. - -_ - - 14 10.5 7 S.5 45 - - - 11 A.5 5.514.5 3,9 - - - REDUCED SPACING OBTNI4ED US!NO FACTOR SHALL NOT BE LESS THA4 MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE T4_ 12 - - - - - � i4 FIS 9.5 s 5 =- _ tz 9 s'4.5 4 - - - FACTOR 14.5 8 - - - - - - 10 7.5 5 4 3 - - - TAPPER + 7,5 5,5 4 3 - - - ACTUAL __. 12.5 8.5 - - '- - - 122 9 6 4.5 4 - - - 9.5 7 -5 + - - - EDGE TAPCON ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP 8 - _ - - 13 9.5 6.5 5 - - - - 10.5 7.3 5 �4 - - - - DICTANCE _ - __ ... - _ .. __ 1 HV BLADE O THREAOFORM TECHNOLM1 m 3 3faM.SPACINGS 11 12 - - ^• - - - 14 10.G 7 5.5 - - - - tl &5 5.5 4.5 - - - E.D. MON.SPACING-3' MIN.SPACING -] MIN.SPACING 3 1/2' MIN.SPACING-3 10 7.5 - 9J 4.5 3.5 - - - - i 5 35'3 ,- - - - V BLADE W POURED CONCRETE& pW�D p(K,y, 7E LOHLT7EIE 8,00( POURED CONCRETE& POURED CONCRETE&pip fxt4tIE LbMOETE B00( I%5 8 - - - I- - it 8 SS 4.5 - - - - 3 6.5 4S - - - - CONCRETE BLOCK MN CR00 REM MN ED..2 1 ' CONCRETE BLOCK CONCRETE SLOCY. MR,ED•3 t/2'ICN ED.•2 t/2' - _ _ 12 9 6 - _ _ _ _ 9.5 4S _ _ _ _ _ 1 ! !'iV W� DOW 3• MN.E0.0Y 0.9D 1.0 M.N,[0.78 t &`".L LO•}• 0,84 1.0 - 14.5_Z_85 - - - - B(J4DE WORKING 14 - - - _;, - - - 13.5 10 6.5 - - - _... - - - ^2 1i�Y_......__.._.___._.......� 0.81 - 1,4 ._�_ ... .__ 0.67 ....i.0 e.5 6.5 •4 6.5 5 3 !- _ �u UNi�D� + f0 - - 10.5 8 5 - 8.5 6 4 2' - _ 0_71 _ ,•„_,. 0.$1 - 7 - - •� - - - - 11.5 8.5 5.5 - - - - - 9 6.5 a - - - 1 3/4• - 0.91 - •--• - - 0.43 - 25 93 6 7.5 - t6._0_lg 6 • - - - - i6 4.5 �1 1/2• 0.35 ...._.._.0.35 -.... s.s s.5 7 s - - - - s 6 - FLORIDA BU1Cflih;G CGi7c(Non High Velocity_ Hurricane Zone UC }Illiy-}� ,. 2017 EASFERN METAL SUPPLY,RNC. 4 l!t� @2017 TILTECO,INC. AVS,. A BERTHA HWA A Accordion Shutter System 0. /7LFEqq ,- ■ ■ ■. ■ H.V. BLADE #1 W/OR W/0 H.V.WNDOW BLADE `f American Shutter Systems Y EV.No OE6CRIPTIO71 OAT6 4RAlVTI 8n LC. TILLIT TESTING & ENGINEERING COMPANY Association t OLD 15-085 7 I TS: 6355 N,V,.36;5.Si..St..305.MAWNR WDENS,fLMft 3316 4 Inc. 27 f-f OA072717 f f 4268 Westroads Drive x ,4+-'.•rCZ.---- t -a4 P6a�e:(3D5)8%t-i5it .To,:(305)871-15.51 DRAWING NO (i5''•••(1.�i13� ,r G 44 e-moa:4:IlecoSaoucom hest Palm Beach, Ft. 33407 3 17-107 /0 ......• �\l�ll WALTEP.i 006719 T1LUt1-P.E. 4 _ P.0 V5f�4L �\/AT7�({9hE/DATE neRDA LIC.t 44167 5 SHEET 8 13 OF 20 MAXIMUM ANCHOR• SPACING (in.) SCHEDULE FORA GIVEN MAX SHUTTER SPAN. A c n DESIGN NE ATIV PRESSURE RATING AND A CORRESPON !N• 'QUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS I,J.K @ L ON SHEET 7) POURED CONCRETE POURED CONCRETE COMCREM BLOCK ANCHORS SPACING LEGEND (I)WALK OVER 6: It TRENCH 7�� 14Alf1uUu QJ RAINGUARD MOUNTING _ OK WALL/FLOOR-IIOUNTINGm_QWALL/WALK OV, MOUNTING SPAN - 10,Ut{T!N.G 9..._.__. ..... ..... .. .. TAPCON OR ASD I)MOI NE04TNE PRE VX Ml%t(Psi AS.D.DLSI011 NECgNE PR�6'RAIP4(Paf AS.O.OESIIN NEFATK"MR)RE W:tiiW(Paf ASA.OESON rtE&ii P6L'SSllRE pArdi6(pai TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30�40 60 r75 90 120 160 205 30 -401"6O- 75 90 120 160 205 JO 40 60 75 90 12060 2 105 THREADFORM TECHNOLOGY 14 i2 t0 It 8 t 6 11 1 t2 12 12 12 t.5 B.5 6.5 7 7 7 7 7 7 7 S.5 5 5 5 5 5 5 s ALL POINTS SOLID-SET 3'^0" 14 12 10 n -8 6 12 12 12 12 12 i? &s'7 7 7 7 1 7, 7 7 7 s 5 5 S s s 5 A,., BLUE TAP ..._ T ..____R 1E55 i4 12 t0 a 8 b 12 t1 i2 i2 R$ 8 6 4.5 7 7 7 T 7 7 l 6.S 5 5 5 S 5 5 S 514 12 10 9 8 6 12 1112 t? 11 10 7.5 6 7 7447 7 7 7 7 7 5 5 5 5 S 5 5 5 TAPPER+ 14 12 t0 9 8 8 e 6 12(12 t2 12 It.5 8.5 8.5 5 7 7 7 7 7 7 5.5 4 5 5 5 S 5 5 S 4 4,µQ. is 12 10 9 8 8 6 6 /2 12 12 12 72 9.5 7 5.5 7 7 7 7 7 7 7 7 S 5 5 5 5 5 S S 14 12 10 8 8 8 6 0 12 12 12 9.5 8 6 4,5 3.5 7 7 7 7 7 7 6.5 5� 5 5 5 5 5 5 5 5 if 12 10 9 8 8 b 6 t2 42 12 t2 70 13 S.5 4 7 7 T M?- 7 7 7 5.5 5 5 5µ 5 5 9 S 5 14 12 10 9 8 8 6 b 12 12 I2 11 9 7 5 4 7 7 7 7 7 5.5 4 13 5 5 5 5 5 5 4. J S,µQe Ti iT 10 8 8 8- 6 6 12 12 t2 12 10 7S $.5�4'- 7- 7 7 7 7 7 7 T 5 5 S S 5 S S 5 is 11 10 9 8 8 6 6 12 12 9.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3,5 5 5 5 5 5 S 5 4 14 f2 10 8 8 8 6 6 12 j,2 12 9.5 8 6 4.5 _ 7 7 7 7 7 7 5.5 4 5 5 5 S 5 5 S 4 * SEE AtdCHGR 14 12 111!9 8 8 b b 12 12 1,5 4 7.5 5.5 + 3 7 7 7 7 7 +.5 3.5 - 5 5 5 5 5 l5 3.5 - SPECIFICATIONS _.. 6,_Q, 14 12 ,0 9 8 8 6 6 12 12 12 ID a 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 $ S- 5 5 5 5 ON SHEET 73 _..... _. is /2 /0 9 Bµ 8 6 6 12 i2 8 6 5 4 3 .7 7 7 7 7 5.5 4 - 5 5 S 5 5 5 4 3 14 12 10 9v 8 8 6 6 12 12 70 8 65 5 ,75 - 7 7 7 7 7 5 4.5 5 5 S 5 5 4.5 14 12 10 4 8 6 fi 6 12 12 10 0 6.5 5 3.5 7 1 7 7 8.5 5,5 4 - - S 5 7.-0- Tt t-2 to 9 8 a 6 6 11 12 12 8.5 7 5 ] 7 7 �7 7 7 7 7 6 5 5 S S 5 5 5 5 14 12' 10 9 8 8 6 6 12 10 6.5- 5 4.5 3 7 7 7 7 6.5 5 3 5 5 5 a S 5 JS 3 ..._._...I.. .._.... .._. ......_ /4 12 10 4 8 8 6 ,6 12 12 8.5 7 S.5 a 7 7 7 7 7 5 V $ 155 5 5 5 a VALID ONLY FOR UP TG }70, -75 14 I2 Him-1,; 0 0 6 - 12!12 8.5 7 5.5 4 3 7 7 7 5.5 4.5 3 5 5 s s 4.51].5 - PSF A.S.O DESIGN PRESSURE T.......- -....._...._. .._...... __ - - 14 12 8 8 64�12 10_5 7.5 6 a,5 3.5-:. 7 7 7 7 7 7 7 4 5 5 5, 5� 5 RATING 8C FGR S(JAV$ PEP.,a ,2 s s s - 1z i 9 6 as a ] - - 7 T 7 7 ss 4 - - s $ 5 5,�s + s .,,, SCHEDULE }/3, SHEET 1 7%142 8 8 6' 12 It 7.5 6 5 U.75 - 7 7 7 7.5 6 4.5 - 5 5 5 5 5 4.5 - to98 - 12 1.5T.S *t5S - - 7 7 6.5 5 4 - - -B e 12 12 5L 3 77__ 5l09a - _D5 857 7 7 6 5 3.5 - S S S 14 - 14 iD 9 R 8 - t2 SO 6.5 - 7 1 7 6.5 5.91- - 5 5 5 S 5 12 f0 88 - - 12 1,'0.5 7 S.S 4.5 3.5 7 1 $.5 {,A 3.5 - - - 5 5 5 a.5 3.5 10•-Q" 2 to9 8 8 12t i}8.5 ff 5 35 - _7 7 7 7 7 J 45 - 5 5 5- 5 5 a.5 14 t2 f0 S� B 8 - - 9.4.5 3.5 ] - - - 7 7 7 S.Sa.S w 5 5S 5 %5 14 12 110 1 9 8 8 12!9 6 5 7 7 7 6 5 - 1- 5 5 5 4.5 5 14 12 10 9 8 8 - 12 0.5 6 5 4 3 7 7 5 1 4 3 5 5 5 4 3.5 _- 14 12 10 9 8 9 - - 12 10 7 5.5 4.5 35 - 7 7 7 7 7 7 33 - 5 5 5 5 5 5 5 4 11'-Q "ti 12 10 9 8- 8 - - 8.5 6.5 4 3.5 3 - - - 7 7 6 5 a - T"-T 5 5 5 5T 4 3 - /�'�"`�� BLADE ONLY.74 12 10 9 8 8 - - L . 5.5 4 - - - - 7 7 7 5.5 4,5 - ^T- 5 - , .. 4S - \ ' ! H V V LADE L 7 7 LY F2- 8 - - - 1.$18.5 S.s 4.5 3S - - 7 7 4,5 3.5 - - - 5 54.5 3.5, - - - t0. 8 - - 12 9.5 6.5 5 !4 3 - - 7 7 7 7 7 6 3 - 5 5 5 � S .53.5 10 9 88 6 4 S - - - 7 7 5.5 4.'' J.S 5 5 5 4,5 4 3t4i2 SO 4 870 7.5 5 i12 10 4 8 - - .. .0.5 8 5 4 3.5 - - 7 6.5 4,5 3.5 - - ( 5 5 4.53_.._ .___. _.. ..19 2 10 9 8 - - - 14 8.5 6 4.5 3.S ] - - 7 T 7 7 7 {.5 I 5 5 5 S S 5 4S }.5 _4,.. _._.-._._ _,..__...__._._-. 4 - - tt 12 tU 9 8 7�T5.5 3.5 . - - - j- 7 7 S 4 J' 14 12 10 n 8 9 7 {.5 U.75 - - I- 7 7 5.5 4,S - 5 5 14 12 t0 4 10 17.5 5 4 3 7 6 4 3 _ 5 5 1 4 3 to 12 10 9 _- - - - 5.5 4 L-, - - 7 7 7 7 7 4- - 5 5 5-.5 5 5 4 7' t{ 1? t0_ 8 - - - - 65 5 J - 7 7 5 3.5 - - - €-14 12 10 9 - 8.5 6.S 4 7 7 5 4 5 5 5 4 1412 109 7 4.5 3.5 - - 7 5.5 15T"12 7010 7.5 5 a 7 7 J 1 7 35 14 12 10 ,.._..,. - - 6 4.$ 3 - - - - 7 7 4,5 3 - _ 5 5 14 t2 10 - 8 6 4 - - 7 7 5 5 5 S t4 12 l0 ^ - - - - 7 5.5 3.5 - - - 1- 5 5 3.5 < - 14 1230 - - - - - 9.$ 7 4.5 3.5 3 - - 7 7 7 7 6 3 - I- 5 5 5 5 5 45 3.5 - 16'-0u t4 12 10 - _ _ _ 6 j4.5 S - _ _ _ _ 7 6.5 4 I- _ _ _ 5 5 t 4 3.5 _ _ _ i4 112 10 - - - 7.5.1 5.5 .751 -m - - -� 7.,re'F9 4;flphr - - - 5 5 ta.5 - = - - FLORIDA BUILDING CODE(Non High VEIOCiiy Hurricane 16r1E 02017 TILTECO.INC. Chi 2017 f45TERN METAL SUPPLY, INC. FCE7 ' w� BERTHA HVTM .i ��1L E C O )N�. A.S.s►.A. Accordion Shutter System '+ T ^ H.V. BLADE#1 W/OR W/O H.V.W)NDON BADE �._. American Shutter Systems ''U •' �,� TICCIT TESTING & ENGINEERING COMPANY Y EV.NC DESCRIPTION GATE ORA:4N BY: 4C. ' a't�f7rr� Association, Inc. 1 QLD 15-085 7/27/1 O-TE: 0.7/27/17 N.W.35:h.SL.T: _05.tunL:!A GARDENS,TTARiDl,3]18 S Ph.- 05871-1530.r94 4268 Yeestr0ods OrIve z :(} ) (3o5)s71-1531 - DRAWING No '(<,. 'Rt .,,oa:t9leeoCoel.cam WE:t Polm Beoch, FL .1,3407 .�7_.�p1� .............�'X\N tt EB-0006719 , V j-PJAL�,j0 ,114 IA41 N A. TILLR.r.P.C. "'^^^ FLORIDA LIC.Q 44167 5 SHEET IRE.~SEA[/SI1;NATURE/DAT= 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GINVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESGN PRESSURE RATING AND A CORRESPQNDiNG MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). 'S'3 L_-J B �T F;;;Z I=-SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. 0=0.55. 1/2" MIN. COX 2 v7/MIN.13=0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYVJOOD MIN.DOUGLAS50 Yl/ W/ MIN. G=0.43 VI MIN. G=0.36 u.x7Nu7a SPAN Op WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNTINGS 8.0, WALL MOUNTINGS 8.0. Y1ALL MOUNTINGS W & X w & X W & X P & O S &V 5 &v S &v SP.M.wur E ma wle,,4TH)}a,csol I£PMt TL+SSR_FM W sa x971 NOttd HTS9F£F/.R61('d) to[ESPN IE x FMM E".R4 M AS"Y_4A w'!171'Rv FT FST'O tell .aw Nloc T I*i g VAT,G IPE At.IC0 MV.Ed,t'st�FATNG LD1 a.VM a mt DLSr1 P'w'fa)SS 0711 kup,Rt59.FE FART,E�)ssa astir MrAm<.DaLvls FAR7t fWl _._._..... .. _. _._. .. ._.._.... .... _.........__ .._ ....._ _. _...__.. _...._ a...... . _. .. 30 4 60 75 90 05 30 40 80 75 90 05 30 40 60 75 40 405 30 40 I60 75 190 SOS 30 40 60 75 90 D5 3D 40 60 7S °0 ip5 SO a0 fi0 i75 Iop OS 3C 4p 60 15 9010`J 30 40 60 7S 90 OS 30 »O 60 75 9G OS '-0.OR Lf SS 12 tb 10 9 8 8 G 6 6 T� 13 6 12 1p 10 9 8 8 E 6 o f 6 6 12 0 8 4•_;j t2 10 t0 4 8 8 5 E 6 S 72 ip 74 4 B '8 5 6 6 6 7 6 6 72 70 70 4 8 8 6 6 6 6 6 6 6 'S a t a 3 i2 ii2 T2 12 f2 72 72 52 12 12 72 12 12 12 12 12 12 72 2 10 10 9 6 8 6 6 6 5.5 12 10 10 9 8 $ b 6 6 6 6 5 72 10 IO 9 8 7 6 6 6 E 6 5 E 5 a 4 a 3 7t2 12 12 tt t2 T2 12 12 12 t2 12 12 12 72 12 12 05 � L _g•_p• 72 t0 10 4 8 &S 6 6 6 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 I`O- i� 9_fi....3.5 6 T 6 6 5 4.5 6 5 G t 3.5 - 12 12 72 72 72 72 12 72 12 12 t2 i'e 12 72 72 12 10 B.S T-0- 12 iC 10 9 6.5 S 6 6 fi .5 4.5 4 12 10 70 9 5 3 6 6 6 S + 3.5 12 I70 10 7 3.5 - 6 6 5 4 3.5 6 5 4 < - - 72 12 12 12 12 12q 12 12 12 12 72 70. 112 12 .0.5 8�5 7.5 t e A 2 °2 10 7U 75 .5 3 6 fi 6 '' 4 3.5 12 1p 0 E 3.5 - 6 6 5 1 10 10 4 6 3.i 4 - s" t i5 5 3 2 - - 5 .5 3 6 5 t2 }2 72 12 a 2 _ 72 72 ii) 5 12 72 z.5 9 Z5 6.5 f23.5 - 6 5 5.5'.S 3.5 3 12 10 9 - - 6 6 4.5 4 r! 3 12 ID a 3 6 4.S 4- 3 7 6 5 35- - 12 12 11 12 12 ?0. 12-72_12 I1 9.5�8.5 12 12 10 8 65 5.5 72 1.5 4 - -' 6 5 5 4 3 - 17. 10 5 3 - - 6 -6 -4 S�73 12 .70 3 _ 6 6 4 3.5 3 fi 5 _- - 72 172 72 72 11.5 9.5 72 12 12 10.5$.5 7.5 Ti 12 9 7 6 5 77-0- 12 1 5.5 - - 6 6 4.5- - - 12 10 4.5 - - - 6 S.5 3.5- - - 12 710 - - � 6 5.5 4 1- - _ 6 5 - - 72 12 12 12 10 8.5 12 12 12 995 8 7 12 12 8 6.5 5.5 4.5 -...__T ..._ _ _ ..... _._... .... ._. _ _ 72 10 4.5 - - - 5 E a - - - 12 70 13.51- - !- 6 5 3.5- - - 12 10 - - - 6 5 3.5- - 6 5 - - - _ 12 72 72 1.59.5 8 72 72. 77 8.5 7 6 12 7.S 7,5 6 5 4 ri 12 7JD 5 - - - - 72 10 - - - )- 6 4.5 - - - 12 17.5 - - - 6 4.5 - 6 4.51- - - 12�12.12 10. 8.515.5'12 72 10 8 8.5 5.5 72 :0.5 7 5.5 a.5 4 14'-0 72 10 - - - - 6 S.S_ - - - - 12 7 - - - - 5.5 4,5 12 1-7 - - - 5.5 4S - - _ 6 3 - - - - 12 112 12 9.5 8 6 12 12 4.5 7S 6 4.5 12 S.5 6.5 5 4 } b - - - 5 - - - - 12 1- - - - 5 - - - 6 - - - - 12 12 11 c 7S 5 72 72 8S 7 E 4 12 9 6 5 4 16'-0 72 5 - I 71.5- 5 8 (- 12 72 10. 8.5 6.5 4 12 72 $ 6.5 5 3 - Cl) HY BLADE OR C1,' HY BLADE W/ iA HY WINDOW BLADE WORKING IN UNISON* •su.uu1);ARD.S or arse FDR RI1.C*•(LA•O27 SHEET 14 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHALL 6E AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWiNO: -SOUTHERN PINE N°.2 W/9-0.55(N.D.S) - 1/4.0 TAPCON ANCHORS./S MANUFACTURED BY I.T.W.BUILDER W/MINIMUM aaeEDMEHT AS INDICATED AT -DOUGLAS FIR W/G-0.50(NX.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43(N.O.S.) EXCEPTION:SEE NOTE 2 BELOW, -SPRUCE PINE FIR SOUTH W/GRO.36(NO.S.) 2.ANCHORS TO HOLLOW CEILING SHALL 6E AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST 0. -MIN. 1/2-COX FLYWOOG(1966 APA) LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE 11:STAUED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Or THE ANCHOR'S MANUFACTURER. �E/ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ..... -.. 02017 TILTECO,INC. Q 207 7 EASTERN METAL SUPPLY,INC. Y`° • "' BERTHA HVTM r Q Accordion Shutter System H.v. etaDE#1 wJ az w/o H.V. utMM BZADE TICCIT TESTING & ENGINEERING COMPANY '6' 4 American Shutter Systems ev.N DESCRIPTION DATE GRA%'R:BY: L.C. Association, Inc. i OLD 15-089 7/27/7? DATE, 07/27/x7 W. 6355 A. 36th,Si.,S..i05.Y.RG43t GA OL-NS,ROF:C.a 33 Pt :(}05)611-1530.Par:(305)877-1531 t"tes, ; lrn Beach, Westroods Drive z, =L 33407 s { -'•,,, ane e_ + DRAWING No r 'tG L1 T.°a:rH«°0aoccom c • L,1'O/� AL VIVA iA� %s £8-6006119 _ V �� 7j117 WALTERn.TAUT Jr.P.E. 4 FLORIDAA P.E. 5&/3ff7gfk'URE/DATE Lc.f 44767 6 S)�15T of 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & 2 HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME 6) ONLY 1,WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WORKING IN UNISON 1/4%TAPCON OR —FQrEO 2MIN.......... AIN "y TAPCO14 WITH ADVANCED 4'.8"(1,11F.)EXISTING THREADFORM,TF.GHNOLOGY WOOD BEM.!REQUIRED. EDGE IF APPL.CABLC) ..... ...... STRUCTURAL ------ PENETRATION S,S .11,/THREADED Cr E)SSNNG WOOD SEMA A AREA TO ED"' _1 _!:;� z 00 HEADER. 'HILL Z" -DY - EXISTING W D _I, IS, 1, 1.1111412 TNRZNVSHT��o REGISTERED . .....11......... EXISTING WOOD {SEE SCHEDULE ON . , —Ed I I . - W/ 1/4�20 NUTS ARCHJFCT PRIOR To -T---E0 TRUSSES OR r--Eo ED I--a 12'01C. SHUTTER INSTALLATION. 1/2' RAFTER 0 24- f4y. D.C.REOUtRE0 1/4'0 TARCON OR 109 EXISTING SOFFIT TAPCON WITH ADVANCED 5 THREADFORM TECHNOLOGY ..3/4* EO -.257' M.A. W/ I PENETRATION H 1/2"MiM CONT.ALUM.TUBE M.S. (6('63-16 ALLOY" OF I READED ARSk TO -E EXISTING WOOD HEADER,Op IONAL V V O.C. (3 10'0 LAG SCREWS TO WJ (SEE SCHEDULE 0,14 SHEET 15) 1 0 103 or (1.9 EA)C!H RAFTER OR muss I or or @5 -,`SU LOCATE LAG SCRB AT MIOWIDTH OF EXISTING WOOD E ISTI"G MIN 2'.4" MEMBER, (2*Min. NOMINAL E mFADER REO'D OPEN HOLE AT EACH—/ XISTI MIN, SEPARATION GLASS 2'MiF, GLASS ........(SEE SCHEOULF ON SHEET I EXISTING STUD 10 ACCEPT PENETRATION OF THREADED GLASS— 5/16'0 LAG SCREW AREA,v4UD FOR AT CENTER OF TUSE, i INSTAL-ATIC14S WITH 72p�l MAX..;�S.O DESIGN'LOAD ANG rY. EXISTING SFPI�TMN BY WALL HEADER INSTALLATION 9'-0 MAX�SPAN.THIS TO.= JUSVN�ATIO IS ONLY VALID To C N se Tarte CM FOR WOOD W/MIN.SPECIFIC, -XT 19 FOR (01 91 _(DOR @I* • GRAV,ITY OF 0,0 AS DOUGLAS RAGES 0) FIR OF SOU 5 gp9tf}N p} ♦ T14ER-N PINE Na. I 2-MOUNTING SECTIONS CM BE COMCS'INE'ISSENDLY OR EQUAL. t SEE SHEET 4 FOR TYPICAL&JOET OR IN ANY WAY TO SUIT ANY INSTAL"TION, CEILING INSTALLATION BY TALLATION 01OR I@* i MIN4 MIN.SEPARATION TO CLASS TE I fil— 1 ; SEPARATION CHEOW.E ON SHEET I I)— EXISTING I I Z& i To GLASS GLkSS\ VI SH5ET-.9 W. SCHEDULE GLASS--j !ON SHEET 1 1) EXISTING + I(SE, —01 T ii. At, ALTERNATE.. 8 -CHOR WALL— LOCATION EXIST0 EXISTING 2",6'MIN.VCOC OX3/4"HEX CLASS FINISH!% 60, 111/1P MIN, iYASHER HEAD TEK DEC REOUiRED V SCREWS(A 12'0�. ",6'MIN.WO D....... 103 OR 2",6'MIN.W 4 NG FINISH DECK REOU.IPED ALLOWED) WFINISH ALLUNIED', i f'CF...EDGE 114%,r__ EDGE OF VEC,,.J -------- EDGE OF DECK Er. -E--1 IFF DECK IF IF APPLICASLE S. APPLICABLE I......................... '0 TAPCON OR ;.EAD I., Z7.......... .......... I/ A TAPCON WITH DVANC KiACHJNE SCREWS ....... ............. 1 4 0 jAPCON OR TAPCON WITH ADVANCED 1 CONT. ';" 2 "Y "-20 NUTS TI!RF_AOFORAj TECHNOLOGY W1 1 1/1"Vn2"MIm,------- THREAorORM TECHNOLOGY W/ 1/4 1/4-1 TAPCON OR TAPCON WITH ADVANICF0 THRC,,rroRm_1' "'-2*91N.— P NETRfiTiON OF THRjADED -SILL PLATE V H / 1 1/2.,Min. P RATIO14 REQ'D. ENET 1i 12�U.C. TECHNOLOGY 1 1/2'14F.PENLTRAEON OF THREADED -R. SEE OF THREADED AREA TO AREA TO EXISTING WOOD HEADER. ...... EXISTING WOOD HEADER. T AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET is) S"NEOLILE ON sHEEJ 15) (SEE SCHEDULE ON SHEET t5) ♦ E .. (_X)iIYV WALK—OVER INSTALLATION CV)HV WALL SILL INSTALLATION i�'M� HV FLOOR INSTALLATIQN IT FLORIDA BUILDING CODE(Non High Velocity Hurricane Zo.e, %it, 02017 TlTECO,INC. C-2017 EASTERN METAL SUPPLY, INC. BERTHA HVTIA Accordion Shutter System /71 LTEE-o ,,-7 A.S.S.A. H.V. RAX #1 W/OR W/b RV.WINDOW R-ADE E,) TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems !EV,NQ DESCRIPTICA OATC DRAWN Cy, L.C. 07/27/1 Association, Inc. I OLD I5-on 07/27/17 BATE: 7 6355 MAI.3slh.-,SIF.3as.IRMINII C.DENS,ILOI.�3316f — PIT— (30-1)871-1530.PA.:(305),171-1!i3l 4268 Westroods Drive 2 DRAWING No .... .... West Palm Beech, FL. 33407 3 1 17-107 EP.-0006719' AL ZIN WALTER A,'DLLIT_P,E P.F. SEAC/S.IG N-A TU,RE/.DATE FLORM. L;..1 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS HY BLADE OR tt WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS STUDS Rwo, ..0 \ {w5 ap>c1aRtE) NN N % STUDS OR W/ 1/2 P047W WS ji - TO!12*CO, ST. --EXISTI1G OWS U.S'..CLASS -T T;1 1/2" COX W,M-- SCIMIT.01 Ulm pv=. SO-M-At a,S�- TD 0—(uz To�(sz 91- V C 1/16*0, 1,'OR WOO 0- �12' C S.=9 TOR i f it'0', • (eco--,S) L-O-D. :�-ai.tng, S. C.2 \-ow/2-S..S. -Us 016 O'C. T".Y.Ai N'[tlT^ti /2'S.-.S. 11IL - OR 1jA. -or CO"Evc.-i SEE UETNL I(OR TO, TIoN C4,1 t, C. cc�0-(g) SCE cv.-CRO., cld,� S'hTO IRAoS 1@ T3 M�C.S @ C"- C14 ics- Cal-tk IDS d END CONNECTION. DETAI END CONNECTION DETAIL END CONNECTION DETAIL (9:, END CONNECTION DETAIL ,.-Ows Tv ED D.1 1/T' DO,.12'O.0 TOOt-am ♦ SEE LIMIIATIONS OF USE FOR C 4�- BLADE!meqON SHEET t4�kE Q!S� -w- S TOR RIES CD J I:1)OR}q-1 la N I,!OR VIEW r=� t,,..0'a, WLL _4 S`tu.Rr !�d-4-1t-0-8-5- PLAN fs 0.0- 4-4;-4- ic—Q-f:3-A,-�: 0a.1061-CS•IDA-&C5 DETAIL END CONNECTION DETAIL flit END CONNECTION DETAIL Ali) FLORIDA BUILDI CODE(Non High Velocity Hurricane Zone', . 02017 FASTERA'METAL SUPPLY, INC. ......... P2017 TiLTECO.INC. BERTHA HVTTA AAccordion Shutter System 7 M Y. q�qN A.S.S. . KV, RADE #1 W/OR W/O KV. VANDOW aADE FE American Shutter Systems 4EV.N, DESCRIPTION TILLIT TESTING & ENGINEERING COMPANY DATE ORAI Association, Inc. •I OLD 15--085 07/27/1, 11.11:1"OY7/,7/17 sass-1.aeth.SI. 103, RORT. 231C., (305)871-1530.r-:(305)871-15,31 4268 Westroads LUrtive 2 —DRAWING No &0ifc .--a:illt..CO., West Palm Beoch, FL 33407 -1 — 17-107 18-0006719 4 %VA.TER A.TILLIT jr.P,E. 1P.E. StAL/SIGNATURE/DATE, FMDTUDA Uc.1 44167 5 SHEET 18 OF 20 11; 3.-R35,o.',121- 9' « at tM(fAT10N� AND CONDiTtONr+ OF l E FOR RERTHA CCQRQIO `/ ��cc '! i L,�' y' ' 'C7rj t` 1.MAX.A.S.P.DESIGN PRESSURE RATING:+110, - 110 p.s.l. 2.MA%.SHUTTER$PMI:4G" ? t 3. MOUNTINGS:A,D.G&HON SHEETS B,7;AS WELL A5 � r � I.tOUNTINUNTINGS M,0,T,U&WON SHEETS 16& 17. ! z %r «0��5 4.ONLY CENTERIAATES 21 (BOTH W/F14I ORA ARE ALLOWED O WI?H AI ARRA EO IN A SYM Ei AL OR OPPO INC LA OUT,IN CASE OF OPPO ING 5;p<:4 • �YOU7. MUST BE INCLUDED ONLY AT EXTERIOR ACCESS St0£OC r CENTERMA E. ;1!I<40! fi •� i EYP.EA,END J J J J S.(A)HV WINDOW GLADE 1A SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS IJ I (;"c HOLES)FOR•�PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX. 5 WINDOWS n - r� Jnr OF !AN,CLEARANCE FROM TOP L BOTTOM EDGE OF HV WINDOW 81AOE l.A' °1 I r\ 4F ANY]'a HOLE FOR bd StiAlt.8E 12•_ ALLOWED AT HV rn J - tl.%} 0 WINDOW BLADE. (C)FIRST OR Lt STT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE(t1 WINDOWBLADE @ MUST BE USED ALTERNATE 70 A SOLID Hl'PLaDEQI J J I 11 0 t 0 0 THROUGHOUT SHUTTEft'S WIDTH. 5 J J r J {E)CEN7. EITHER SHALL ALWAYS BE INSTALLED ADJACENT 70 A SOLID HV 'Q J *e t1 f7 BLACE(1„, Y EITHER SIDE OF THEM. Y^ (F)POLYCARBONATE H`.'WINDOW` SHALL BE INSTALLED SO?}SAI TABS FACE SEE£:,D s' THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW 441 MUST BE CONNECNbN i A' J J J J" 6P= ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA DETAILS ON SHEETS '�.`�',- INC. 10& i8 TYP. .E 3 FULL HEIGHT.—'"/� ! • d R � i 6.SEE ANCHOR,S ACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME i� \ -.,� BUILDINGS ON SHEET 15:AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES YP TP .4_4 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSI'AUATIONS INTO POURED ONCRETC OR^S SPAN AND DE$IGN•LOAD(SEECRETE CNOTtESLI &2H HABOVE)ON SEETS 2& i'.AS UNITED BY !LL 8.MINIIAUM SEPARATION TO GLASS SCHEDULE.PER:STM E-1998: ' SE£YPTPLAN FOR REOUIREMENTS)aa&eottwA `IQ WIND ZONE MINIMUM SEPARATION TO CLASS r D H 5 iW ;12;a 1 4'a{6 i^ 1 — -UNLIMITED WIDTH--- —_____.______..__._ __�. 1 THRU:5 ELEVATION M:N.SLPN SH-7 TO CLAM FOR EXISTING GiA55 r{SEE ON THIS ON SFOR ti ES MACE Cl .....� ._� 6.25" µ, AND G1d THIS SVE1:!FOR RIPJ_S([T& LF N OPPO§(NG GENTERMATE,S t_1.27- W (EXLERIOR ONLY) Q 1TYP. ANO WL 4 ABOVE) 16i '" `�2k' ;251 j i� l ltk22\ 21 c / t2�! TYP, Sr!AL!ETP.!CALCENTERMA7F.5'`}.(2: vj S2?.OR 22SL AND tv ($EE NOTE <AECVEj _ ..__..._.� (21b^rZY' PIAN. /0`S`5': i TYPICAL f`11 HY BLADE WORKING IN UNISON WITH BY WINDOW BLADE t1A SHUTTER* `---- 'r 4r i:ar !{r a• _ FLORIDA BUILDING QQQE{Kon High Velocity Hurricane Zone' `. �' @2C17 EASTERN METAL SUPPLY, INC. ylaie T- n L"at••" i>' " 02017 T'1LTECO.INC. �. • ��,V�165 ''' �' BERTHA HVTIA ANSA � / f 1L ECO INC. �, Accordion Shutter System H.V. .ADE t W OR W 0 H.V.WINDOW BLADE •••, '�iTS •;'Q TICCIT TESTING & ENGINEERING COMPANY American Shutter SYS{81715 Ev.M OCSCRIMION DATE IRA—BY: LC. ry } °.• !'�f L4,r! fi155 M.W.18:e.5•..,Sty._ai5•vSRoY.atA GA§f;:StE.%t:FID>.3Ji8- ASSCC1OtI01'T� Inc, i OLD t5-DBS 7j27Jt DATE: O7j27ji7 anon:('05)871-15.30.Fa.:(705)871-1551 4208 Westroods Drive 2 DRAWING Nc "//}}'gg••��-••``• ` ,I' .-1 tateccq,cx— West Pohn Beach, Fl_ 33+07 7 EB-COO 6714 A 17-1 Q7 15'AI.TER A.TIL LZ 4.P.E. S SHEET, FLORFJA Lfc#Lt1 til P.E. SEAL/SIGNr JURE/DATE 1 a 19 OF 20 r. '6"� 1 112 S35"THICK 0 INSTALLATIONS WZ (D HV BLADE & HV CENTERMATES �)l G 4 6A ASU A SRADE .In,G-60 GAI:4 STEEL 083" T METAL INTO METAL STUD WALLS ET STUDS AT 16'O'C� b ---------- T.- 1/2" ..4 -a 1 Z4"o NOMINAL GENERAL LIMITATIONS ANDCONQIIIQNS OF USE ALUMINUM SLEEVE Lq�� 12 N SHUTTER FOR BERTHA(1)HV BLADE ACCORDION 6063-T5 ALLOY Ll _ 3/4-,6 1/4-X O.G35-THICK IM,1'(�� .1 1 "s 3 1 SYSTEM INSTALLATION TO METAL STUD WALLS CONT.CALY.STEEL TRACK CKVINEL. JN .STK4 A-653 GRAVE 40 M;n.1-60 1 G'O.G. SEPARATION TO GLASS SCHEDULE GAI-VI441ZED FASTENED TO STUDS W/(2)f6.1/2*TEK SCREWS ON /EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) am INTERIOR&EXTERIOR FACE -AS AMICABLE t N 2. MAX. SHUTTER SPAN: 84" MINIMUM .r WIND ZONE wN.SEPARATION ASTM E_1996 SEPARATION 'E.3)� LENGT4 I- EXISTING CLASS 10 GLASS 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS LE) (SEE SCHEDV C3b 1/4-0-203' BOLT 4. TE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 V. Y ENTE A Sl(�METRICAL LAYOUT, MUST PE14ETRATE n-3. I., 21 ARRANGED 0 WITH I USE 0 (2) LONG, MINIMUM) MUST ALWAYS BE 4 4" t 3/4'.6 1/1'.OM5"THICR WA ,..EXISTING FINISH !NCL DED AT iOR OR INTERIOR ACCESS SIDE OF CON_ CHANNEL, ASTIR A-653 QALIA STEEL TRACKAS A�PL AsLr CENTERMATE. A-653 GRADE 40 Mm.0-60 ,GALVANIZED FASTENED TO STUDS W/ERIOR(2) EX 16-1/2'TEE SCREEWS ON !NT & TERIOR FAC -20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 38 (43q) 1 ZAhO ELCO CONSTRUCTION 12 CENTERMATE 2121APPLICATION WITH BLADE PRODUCTS FAB-LOK HD .6-. 1 112Y 0.035'THICK Mim.AST%i A-653 GRADE 40 0 6" O.C. COMPONENTS Mi G-60 CA�V.STEEL METAL STUDS AT 16*O.C. 'din.I MS WALL HEADER/SILL INSTALLATION _EXISTING FIN'SH AS APPLICABLE SCALE: 3/6"= I' OYP•TOP h EIOTTOM) 1 3/4".6 1/4'x CAM'THICK Mir. EXISTNG GLASS �CCVT.CAL14 STEEL TRACK CHANNEL„ ASTM.A-653 GRADE 40!Jin.G-60 'I GALVANIZED FASTENED TO SILOS METRYCAL 43c 43 1 'CENTERMATES W TO GLASS AIN.SEPARATION 2' RMATES W (SEE SCHEDULE) %I z:�I", . ..:' I - EXTERI : R ACCESS SIDE, SIDE:. ------ ---------------------- -------- ----------------- ----------1317------ ------ ---------------- --- ------I- -6- -35(6 "Min.) IN 40 ------------------------- ------ --- -------- ------ - ----------- ------- ------------------------------------------------- ----------- -------------------------- -------------------- --- -------------------- ------ 4 ------------ ------- -- ----------------........ ----------" ._-------------------- ....... -------------- -------- y ------------ --------------------------- --- ------------------ - ----------- N---------------------- --- --- �2 --g 4 21 i I LOCATED T 17 21 -21 ------ HV HEADER SILL ENDS ---------- -- ----- ------ ---------- --------------------- ------ ---- ---- ---- ----------- VIEW Y 24) 'Wo 3 114'(Typ.)--' SIDE CONNECTION TO TRACK (Typ�)_ /2"MAX. SLACK **........ 1/2 ..........__-7 I HVA HVB .-.BLADE SLACK DETAIL HVE HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 0201?TILTECO.INC. 92017 EkSTERN METAL SUPPLY,INC. BERTHA HVV.1 4- 11LIECOINC. Accordion Shutter System 3 A,S,S.A. H.V. BLADE#1 W/OR W/b H.V. WINDOW a-AM TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N, DESCRIPTION DATE DRAM 6.: L.D. !S Association, Inc. I OLD 15-085 07/27/1; DATE: 07/27/17 S��.505,�RGVA 3316C !h�S'. (305)71-1530.To,:(305)971-1531 4268 Westroods Drive 2 DRAWING No tq4 West Palm Beach, FL 33407 —3 4 17-107 A,T'LUT J,.P.E. P.E. S. E DATE FLORIDA U..j-4167 SSHEET 6 20 OF 20 Identification Schedule for Opening Protective Device or System (The following minin:unt infornratiott shall be provided to facilitate plan review and inspection of the proposed itatallation,opening,protective device orsystem) Address: 8032 Links Way, Port St Lucie , FL 34986 Type of Stiwture: `F S 1 bFrLT4 y--. PERMIT#: Dev. Device Device Shutter Shutter Anchor # Type Manufacturer Approval PKE5514E SPAN aAr�.cNoc� Sur�Smar>r' Width Height Spacing CP-1. Clear Panel TPS FL6417-R5 -42.6 24 30 24 MalePanelmate 13 Frame CP-2. Clear Panel TPS FL6417-R5 - 41.6 72 80 18 MalePanelmate 13 Concrete 1. Accordion A.S.S.A. FL389-R9 50.8 75 21 78 Tapcons 10-8 Concrete 2. Accordion A.S.S.A. FL389-R9 - 39.1 83 66 86 Tapcons 12 Concrete 3. Accordion A.S.S.A. FL389-R9 - 41.7 • 75 21 78 Tapcons 10-8 Concrete 4. Accordion A.S.S.A. FL389-R9 - 38.6 105 63 108 Tapcons 12-9.5 Concrete 5. Accordion A.S.S-k FL389-R9 - 37.4 133 82 136 ' Tapcons 12-9-5 Concrete 6. Accordion A.S.S.A. FL389-R9 - 37.7 124 78 127 Tapcons 12-8 Concrete 7. Accordion A.S.S.A. FL389-R9 -39.4 78 63 81 Tapcons 12 Concrete 8. Accordion A.S.S.A. FL389-R9 - 41.3 67 34 70 Tapcons 10-9.5 Concrete 9. Accordion A.S.S.A. FL389-R9. - 39.4 78 63 81 Tapcons 12 Concrete 10. Accordion A.S.S.A. FL389-R9 -38.7 102 63 1 105 Tapcons 12-9.5 Concrete 11. Accordion A.S.S.A. FL389-R9 - 38.7 102 -63 105 Tapcons 12-9.5 Concrete 12. Accordion A.S.S.A. FL389-R9 -38.7 102 63 105 Tapcons 12-9.5 Concrete 13. Accordion A.S.S.A. FL389-R9 - 38.1 100 83 103 Tapcons 10-12 Frame/Concrete 14. Accordion A.S.S.A. FL389-R9 -40.2 102 24 105 Tapcons 10-6.5 Concrete 15. Accordion A.S.S.A. FL389-R9 35.7 116 328 119 TapconvSolidSet 10-12 Frame/concrete 16. Accordion A.S.S.A. FL389-R9 -41.7 114 103 117 Tapcons 10-12-7 Concrete 17. Accordion A.S.S.A. FL389-R9 -40.9 78 34 81 Tapcons 10-8 Concrete 18. Accordion A.S.S.A. $ ~9 - 40.9 78 34 81 Tapcons 10-8 Concrete AUG 9, 4 cle Uounty, ermitrin Opening Size (WxH) 1. Accordion 21 x 78 2. Accordion 66x86 MN J 3. Accordion 21 x78 ►LN 4. Accordion 63 x 108 c Za 5: Accordion 82 x 136 oM 6. Accordion 78x127 a WN 7.,Accordion 63 x 81 m� C 0.. 8. Accordion 34 x 70 11 `T 9. Accordion 63x81 Lanai 12 10 0 >R 10. Accordion 63 x 105 9 ° RO 11. Accordion 63 x 1Q5 e Qm 12. Accordion `63x105 F Z1 13: Accordion 83 x 103 13 CP-2 N x 7N 14. Accordion 24 x 106 15 14 H W 15. Accordion 328 x 119 16.,,Accordion 103 x 117 ' 8 ma - 17.,Accordion 34 x81 . 16 M 18.Accordion 34 xg1= Covered Patio N CP-1. Clear Panel 30 x 24 CP-2'. Clear Panel 80 x 18 7 17 E co 00 18 5 g = >m M u7 LL 4 c N 1 2 3 co CP-1 o U) D � 0 0- SCALE:SCALE: NOT TO SCALE DATE. Aug 14,2018 PAGE DESCRIPTION: Site Plan " PAGE: OF 1 1 SHUTTER CORP ORATt ON 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)545-3300 FAX: (772)-545.3297 Property Information Building Information Owner: Curt Clemens Wind Zone: 170 MPH. Address: 8032 Links Way Exposure Category: C Port St Lucie,FL 34986 Minimum Building Dimension: 50 ft. Mean Roof Height: 18 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device -1EDevice Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) CP-1 Int 30 24 14 39.3 -42.6 _...._..............._..........................._..---._............................................-_......__._........._.._......................- -..............._.........................----.......___.... ...._...._................ ..._...._._.._................._........._............_..._....-_............................._.._..---...__.._._....................-..............--. .......... CP-2 Int 80 18 14 38.3 -41.6 1 End 21 78 7 38.4 -50.8 ............._.....................-._ .._......---.............................-.._._._-..._._.............._............................__......_.........................._.._..__.._.__...__.._......................._......----...._.....__...........................-.-_..__._._...:.............._........_.....----._._._.._............................_.... 2 Int 66 86 7 35.8 -39.1 ---......................_ ..-- ..............._........---- -.._................ - -- -- --............... 3 Int 21 78 7 38.4 -41.7 ................._.-- --- -..__......-.......:....._ _.........................._.. - ................-----..._...........................------ .........---..................._ ... _.._..._._._....._......_..--._.......... 4 Int 63 108 7 35.3 -38.6 5 Int 82 136 7 34.0 ---......_..: -37.4 .........._.-............._.. _ _..._...... ............................ . .............. ......._........--- ...-- -----._ .............. ....----._.._.... ........................................ ------ .......6 Int 78127734.4 -37.7 ............._..--- -- - ........................-- ---:._................._..-- -.......... _......................._.._..._.........._...._. - _..._....._.._........... --- - 7 Int 63 81 7 36.0 -39.4 -._...._...................-- -._................._..._. _.....:.................... ..._._......._..................---.._...._._..............__.._....................._-----._....--- --...........................---- 8 Int 34 70 7 38.0 -41.3 -- -......_...__._.............._......._.....__.........---- ........-----.- .......-----...__..........................--- -._.._..............................._....- - ............_..................---- -- -........................_._...--............---........... 9 Int 63 81 7 36.0 -39.4 10 Int 63 105 7 35.4 -38.7 .........__._.........._..........._..---- .................................._.._..._._----._._ ....... 11 Int 63 105 7 35.4 -38.7 -----..............................----------.--...---.....................--...---._...__....----- ._.._.......................-----------...............................---- ._.._................................--..........----.................-._._._........................._._..--------..._.__._.._................................. .__.. 12 Int 63 105 7 35.4 -38.7 -- --.............._............._...........-----.--..........._......----......................__....._.............--..._.._.._.............................._..------......_..._..._............................- --.......---..._.........................................._...................._._-._......_......................_..------._._._.._........................................._... 13 Int 83 103 7 34.7 -38.1 14 Int 24 105 7 36.9 -40.2 -- ....................---......................._.._........................_.-....._.............:.........................--------..._..............................................._.. ---......:.......::.................._...._...._.._.._.............._.------......_.................................--........-- -------....-- -- 15 End 328 119 7 30.9 -35.7 --..............................----- -----...----........................__....._....--.---- -.. _...._................................ ---------- ._......._.__...- ---..........................._.._._ 16 End 103 117 7 33.9 -41.7 ---......_... _.................... ....... - ........ _..._.......................... _................................_..----......_........................_...._.._..........................._..__...._...---- ........................... -- - 17 Int 34 81 7 37.6 -40.9 ......................----------._.............................._...._._.._.._.__....._............-............_..--- ._...._........_....................---.-...._................................................................................._......_._..__.._............................--- -----...................._.....------.................................._._. 18 Int 34 81 7 37.6 -40.9 Prepared in accordance with:ASCE 7-10,Chapler 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1