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HomeMy WebLinkAboutProduct Approval �lorida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... �.w G . BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats a Facts Publications I ,FBC Stall I BCIS Site Map I links I Search f Flodda p `-0Product Approval USER:Public User dor -- „ Product Approval Menu>Product or Application Search>Apniicatlon List>Application Detail FL# FL389-R9 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@eastemmetal.com Authorized Signature Bill Feeley [rod riguez@eastemmetal.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 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE,PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF 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 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 D� Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection 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 the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 17-108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 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 Ext ed aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and ttom)for storm protection e nstallation 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 SYSTEM.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 locking Evaluation Reports rod configuration for the HVI.blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. A.S.D.load for HV blade for Keystone mountings 7-0"p.s.f. INC. DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes 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 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us n 2601 Blair Stone Road.Tallaha55ee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Ceovrlaht 2007-2013 state of Florlde.;;Prlvacv,Statement;;Atc-11,111ty Statement::R 6m�d State=ant Under Florida law,email addresses are public retards.If you do not want your e-mail address released In response to a public-retards request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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 smalls 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 dick hsre. Product Approval Accepts: E( Credit Card Safe GENERAL. NOTES: 1. BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HIS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WAND 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 (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES n BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THREE 15, 19 &20. GENERAL NOTES SHE IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED. WERE NOT OVER STRESSED,A 33 T INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED IN THEIR SYSTEM COMPONENTS 1-20 SHE ANALYSIS. HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHE BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHE ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 80214.01-03, 80715.01-03, 81004.01-05. 81214.01-05, #0317.02-06. 80609.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE 0)AND HV WINDOW BLAD1 AND E-1996 STANDARDS (MISSILE LEVEL D,WIND ZONES 1,2&3) &81220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. ((WHERE APPLICABLE) -HV WINDOW BLADE @1 80505.01-DB AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D,WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHE INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHE 2. HV BLADE 'D AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/SLOCK SHE 3. BERTHA H.V.ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814x2.75"AND 814x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHE STAINLESS STEEL SCREWS WITH 135.0 k9i YIELD STRENGTH AND 780 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CE=NTERMATE ALTERNATING DETAILS W SHE COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHE 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHE 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCKSHEI 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DEN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEI AND SHALL COMPLY VI/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEI 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD S. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE QQ : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEI HV BLADE1Q&6 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHE£ END CONNECTION DETAILS 7-12 &X. WOOD SHEE 8,THIS BERTHA N.Y.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT 86'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 85458.179 ISSUED TO EASTERN METAL SUPPLY, INC. 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 AREA 3: HV WINDOW LADE CRESPONSIBILITY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEE 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE ONLY CENTERMATES AND ENGAGE OR LOCK ALL KV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. 13. (a)THIS A.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 F.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAINPERMITS IN THE STATE OF FLORIC (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricam 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. `.' $ .��� BERTHA HVTM Ams=S>.A� Accordion Shutter Sys E C Q I N C. 11 i.l H.V. BADE#1 W/OR W10 KV.WINDOW BL ti YJ�}i f�\ American Shutter Systems Ey.R DESCRIPTION DATE DRAWN eY: T G f f rPj t TILUT TESTING & ENGINEERING COMPANY Fl ;' 0 Association, Inc. 1 OLD 15-085 7/17/1 DATE: 07/. ,0 6365 N.W.]6th.St.,Sle.305.VIRGO<IA 04RDENS.FLORIDA 3316 4268 Wesfroods Drive 2 � Rho-:(305)871-1530.Fax:(305)871-1531 DRAWING I r11+ a-ma8:Ellecocooi.com West Palm Beach, FL 33407 3 sc� It EB-0006719 4 17-1 S�06UAt� ,,fi WALTER A.TILUT Jr.P.E 5 Itl FLORIDA Uc.8 44167 SHEET A.E. S At�StGNA�UREfDATE 6 1 0 4.576- 4-2OxI 1/4--20 -OLE CAST 745" 2.293' THREADED =E%"Gpg�r 14- 2.293* .745 1 p0 a i25. THREADED DIE CAST Y.0 0. I I .. Typ.) HOUSLN EWMEL b EASED PARSED TURN q In 6;J, d" M62" S75" 318, 1.32 ej NI BRASS CYLINDER BRAIS CU"M in KEYS(CHROME (CHROME PLATED) I X/ PLATED) HV CENTERMATE USE W/ HV BLADE 0&(g ONLY 2 HV FWATING HV LOCK (g HV EGRESS QUALIFIED FOR UG, DIATERMAM "I QUAL EDeR QUALIFIED FOR USE ALLOY AND TEMPER V BLADE(�)&UA ONLY 3.021. BLADE & USE W/ HV 6[163-T6ED FOR USE W1 H ONLY. BLADE(D& 3 C -T6 ALLOY AND TEMPER (2 6063 0�3' fjV CORNER CENTERMATE 3' Q ALIRED FOR USE W/ HV GLADEU1 ONLY 250-D.G. 2.874' 6063-T6 ALLOY AND TEMPER i�756' .92 04S" rjD 32 MOLDED 0, M62- .71 2 )ONLI � QU, I r756' 2.079" 1.753" .0 SCR �360"AFTE '41�14 -06 ml m BEFORE RIV.7ING 1/4"A-20 4- S�r c� Q'2.1 a R 1/4"0--20 RI 6 *SERIES 9444 ALUMINUM(2024-73 ALLOY)LARGE FLA SHEET NUISEW,PART 1 0820,AS tMAJEACTURED BY CHERRY TWORN,PARSIPPENY,NEW JERSEY 07054 OR PLAN FRO14T ELEVATION (ES HV MALE "T" LOCK CENTERMATE 4.566' # "T- LOCK CENTE HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMTE QUALIFIED FOR USE W/ HV BLADE Q)ONLY (ZU MV FEMALE RMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(DONLY QUALIFIED FOR USE W/ HV BLADEMONLYBLADE T ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY W/HV BLADE C1,ONLY. 1.917 1.91 3.161 THUMSTURN -4 1-03() 053* 3 -CYLINDER OR KEY CYLINDER 214' cR� X62 21 0.875'Min. 1 Max. e SGS' .405 N Lai} HO CEN TERMATE W/ NO LOCKING ROD HD CE TE W/ LOCKING ROD Id 16 �-O V . QUALIRED FOR USE W/ HV BLADE(1)& UA QUALIFIED FOR USE Vf/ HV BLADE(j)& QJA 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT VARIES, 12'MIN. QUALIFIED FOR USE WZ HV BLADE Al NO _)&(0 130" 6063-T6 ALLOY NO TEMPER C G A .063 L 4 OD 71E�Ev 14 1 1/4-0-20 R 3/5`a-1s M" - THUMBTU S VVS ACETAL THUMACROE *1/2- F 0 R KEY 15, ml , .57 Min. CYUNDER 1.78"Max. (g LOCKING RODA "75*0 1/4-0 HD LOCK 7 — QUALIFIED FOR USE W1 HV BLADED 6063-T6 ALLOY AND TEMPER 6,6) H V ACETA (37) HV /!I! ,LD-20.AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK, /1 '5ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W1 HV BLADE T& .INSTALLATION WILL REQUIRE A 7/16- HO THUMBSCREWS i QUALIFIED FOR USE W/ HV BLADE DRILLED AT TRACKS FOR PROPER EMBED QUALIFIED FOR..VC,4,Z/--HV BLADE 10 (D FLORIDA BUILDING CODE(Nan High Velocity Hurricane 02017 TILTECO.INC� @2017 EASTERN METAL SUPPLY, INC. -- BERTHA HVT,, Accordion Shutter Sys =1L ECO INC. A.S.S.A. KV. ADE W/OR W/O RV.WINDOW 13U 6 ; . TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.NDESCRIPTION DATE I DRAWN I AssociationInc I OLD 15-085 D71 I SM N-W-3611,St.SI.305,MRCINA GARDENS,FLOROA W16E , DRAWING 07/7 R 'A IW Ph... (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive l fRA G I % A, e-mal:Vltecoaao%com West Palm Beach, FL 33407 3 WING ZORVA.."' M-00067 9 . ....... WALTER A.TILUT'dr.P.E. 4 17-1 FLORIDA U..#44167 5 SHEET RE R 'DATE 3 6 3 OF *5-13 NOTES ON HV- LOCKS AND--CENTERMATES: 149 C (T'.> 4-3 1, MANDATORY CONDITION #I* ONE HV LOCK(&or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY 'T OR 12-ABOVE OR BEI.OW 2 F SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR INSTALLATIONS AT AM ELEVATION. HV LOCK(U or g CY MAY BE ED AS AN INSIDE OR OUTSIDE LOCK, ATTACKED TO 0 OR @ n I n ng I hnl I n I I n I I n I n CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATE f TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TW( S 5 OR NTERMA KS 25 OR(go MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CE LOR SHALL BE AS INDICATED ON NOTE (1) ABOVE @ (ia 9 IA91IN OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OFMONAL CONDMON 42 NALID ONLY WHDLMK RY CONDITION f1-QR LIMITIED MANDATORY CON M 12 H-V, LOCKS): LOCKING Es E NOT REOUIRED AT HURRICANE POSITION, BUT B MANCE. LOCKING-04 oR05 iigQR@7-q E USED M TO ENHANCE SHUTTER PERFO RODS 3 OR AN ALTERNATIVE DEVI MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORYejON ft- ONE KV LOCK 5 @ SHALL BE USED AT CORNER CENTERMATES FOR ANY S! AND INSTALLATI ANY ELEVATION. MV LOCK 22 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE Vi/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING ROI AT Top& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON 'TYPICAL SHUTTER ELEVATI HDC„ UVC MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 4R"p I ONE ALTERNATE TE Lo K 6 MAY E USED EIN UEU QF HY LOCK or Q FOR ANY SPAN AND 94$ INST L !NSAT"yE A ALTERNATE Ht- F I/ _ THUMBSCREW MOR CENTERMATES SHALL BE MADE Wf t/4"0^2Dx3j4"ALUM. Hga-1" . VN'a ASSH.'. ,,SEC'.N E SHEET B. ONE LOCK sLOCKS AT 1/3 OF SHUTTER SPAN. III & 6* MANDATORY CONDITION #3 FOR KEYSTONE MOUNTING INSTALLATIONS!- ONE HV LOCK or or SHALL USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS I '1I I 1� TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. KV LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR U OUTSIDE LOCK, ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2"LONG FLAT HEAD SEE'.4 END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W NO C. OR 0 TOP AND BOTTOM is COMPLETELY MANDATORY. DETAILS ON D to F I SHEETS 10& V 18 TYP. FULL NOTES ON HV -T" WICKS AND CENTERMATES: HEIGHT. frED M... OF CORNER 1. SECOND ALTERNATE TO MANDATORY CONDITION§1 VALID ONLY FOR W-T-IOCK Cow- 6ON MTERMATES NTERMATE ONE ALTERNATE KV 'T' LOCK 0,MAY BE INSTALLED IN LIEU OF KV LOCKS 2�OR FOR ANY SPAN ANI LLATION AT ANY ELEVATION. ALTERNATE IV, T NATE LOCK @ FO R JA�Y BE USED AS AN INSIDE OR OU SIDE LOCK. ATTACHMI OF LOCK @ INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION FfVG, SHEET 9, WHICH MUST CONNECTED TO CENTERMATES @ AND @ W/ 1/o,"0-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8'0 x 3/ @-& WINGNUT OR W/ 1/4b-20x1" S.S.M.S. INTO A 1/4"0x 5/8^ RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR (g)-07 -Q:tI-(6)+C71-@- MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS a_TOP AND BOTOM IS MANDATORY. (05 @-it13. oi� 4::7)- @0"09 NOTES ON HD LOCK CE JERMATES: . !,Zn 1 1 HD I=(24 W/fin . OR(32 WZ(3,21 : ONE ALTERNATE HD LOCK'S MAYBE USED IN LIEU C FOR ANY SPAN AND INSTALLATIONS AT ANY EL (2j gy EALTERNATE HD LOCK @)MAY BE USED TYPICAL Ill) BY BLADE SHUTTER ELEVATION AS AN HV LOCKS INSIDE OR OR(OUTSIDE LOCK.ATTACHMENT OF HD LOCK I�TO gVATION.IS W/ 3 #8 x 3/8- INCLUD N.T.S. REINFORCEMENT INSERT(�3 AS SHOV44 ON SECTIONS HDB-HM AND HOC-HVC.SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12*MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS IC&IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE(Non High Velocity flurricant @2017 EASTERN METAL SUPPLY. INC. ........... 02017 TILTECO,INC. EN. BERTHA HVTM Accordion Shufter Sys TiM Eco It u 7 H.V. MADE#1 W/OR W10 RV. WINDOW BU A.S.S.A. American Shutter Systems RCV.N. DESCRIPTION DATE DRAVM BY. 5.) TILUT TESTING & ENGINEERING COMPANY TE OF 355 N.tV.36.h. GARDENS,FWRDA W16 Association, Inc. I OLD 15-085 07/27/17-&-TF--0-77, 4268 Westroads Drive 2 St,St..305,VIRGINIA GMDENS�FLOM W16 (305)87i-is3o.F..:(305)871-1531 DRAWING r West Palm Beach, FL 33407 3 7-1 C-03:Ultecocodxom ES-ON6719 1 -.--.SZ0AfAL WALTER X TILUT Jr.P.E. FLORIDA U..#44197 5 SHEET P.E. S&c7sxi 'U"RE $ OF F-CONCRETE ANCHORS POURER CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED 1/4"0-20x3/4"S.S. POURED CONCRETE— SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCR REQUIRED / J 5 Y! 1 4"-20 REQ ED FOR (EE SCHEDULE ON / / +�. CONCRETE ANCHORS / 17 1$ R 5�A cErsrOUE(SEE uOURTwG ON SHEET 7) SHEET 13) NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) ?' Min. 1/4"0-24x3/4'S.S. Grn. — — 102 OR 14 I! -` .,l' r _ ED E, MACHINE SCREWS L: I-EO EO L USING 1/4"-20 NUTS j ---_ 19 ! 0 12'O.C. r �i/2' t E a f 1 f2 r i I 250" Mox. - -- 1 13 a� !5 I 13 oR 15 1—`"--- f E D.4' r' a 1 1 .250"Max. E: I 't, ii t E.li ; i iI ED.• . II �1 - OPTIONAL1PTtONAl Mx SEPAR ION t „ "E E�(D i I 1 OR 1(�* w EXISTING MOM SEPARAT ON TO GLASS GLASS 1 EXISTING iMIN. ( (SEE SCFEDULE ON SHEET 11) 6[/4x'O& T. Q MIN r t . SEPARATION TO GLASS GLASS--4 I i—(SEE SCHEDULE ON SHEET 11) �1 EXISTING GLASS----; 1 ' O HV WALL HEADER INSTALLATION C HV AL TALLA 0 (g) HV WALL HEADER INSTALLATION + KEYSTONE EXISTING I MIN.SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11)IZN. i GLASS—' TO SEPAEXISTING CLAM(SEE 'RY4 I I 1 OR 1 '� i MIN. SEPARATION TO GLASS i I i I 1G1,A55 i 1 SCHaXtE 1 (V BEET `'-(SEE SCHEDULE ON SHEET 11) 1 W SHEET 19 FOR I I 9faF5(Ck Soli 'i i s XIS TING ; , OPTIONAL +e , ij E.Ds t 1 /4". i iii .ii ttt I 1 1/4'Mox: E i�OPTIONAL 13 OR 15 E.A.• E D.*1 1/2" 3 OR 1/4'0-20x3/4"S.S. rtMin. -- -_- PHILLIPS TRUSS HEAD . 1/4'0-20x3/4'S.S.PHIL CONCRETE ANCHORS r / EQ E4� MACHINE SCREWS USING 1 LLL TRUSS HEAD MACHINE SO 1 \-CONCRETE ANCHORS i -' QOPOURED CONCRETE SHEET 13) fi 1$ r'-,} 7/4'-20 NUTS 0 12"O.C. �-_Ir (SEE SCHEDULE ON YJf i/4"-20 14UTS 0 12 — �� (SEE SCHEDULE ON SHEET 13) i, Min. OR CONCRETE BLOCK POURED CONCRETE_._. ," OR CONCRETE BLOCK C.C. IRED RETE ANCHORS WALL REQUIRED CI HV WALL SILL INSTALLATION (SEE SCHEDULE ON Q HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED Q HV WALL SILL INSTALLATION IOTF F TION OF SECTIONS, INSTALLATION DETAILS W/ 1- SEE SHEET 4 PICAI.SHUTTERk E. D. - EDGE DISTANCE t�� i ASSEMBLY SEE SPECIFICATIONS ON SHEET 13) =XADE LIMITATIONS 'SSE FOR T HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 30 1"X11" 0 iz� dl� � FLORIDA BUILDING CODE(Non high Velocity Hurricon, `-y ✓ 472017 TILTECO.INC. CA 2017 EASTERN METAL SUPPLY, INC. ` 'S� BERTHA HVTM 4 3 p p Accordion Shutter Sp IL L EGO Nom. i1.v. BLADE, Wi DR w/o N.v. wNDOW,B. td 7ILUT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N aEscRtBY. rnax a4:E aRAWn �����• �� 6363 t1.W.Stith.St..Eta.JOS.NRCINIA GMOENS.FLORMA 3316 Association, Inc. 1 OLD 15-085 7f27f1 GATE: 07/ t+� Phone (305)871-1530.Fax:(305)871-1531 4288 Wesfraads Drive z DRAWING Q _`S7 111 -.it:tittecAa—c— West Palm Beach, FL 33407 E13-'r iiii• pit* WALTER A0WLUT Jn P.E. 17-1 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Lie.j 44167 6 SHEET 0i CONCRETE ANCHORS POURED C01)OR I IM SEPARAMN CONCRETE (SEE SCHEDULE ON SHEET 13) EXISTING TO CLASS REQUIRED _ 11 sAOE GLASS--I EDGE OF SCHEOWX .1, SLAB IF i ON SIM IS" TO C� FOS `7 PPLICABLE E STING ELAM & GLASS EXISTING ED % CLASS F LOCATION T.. gIOx3/4'HEX WASHER EAD 1310RU 318 MIN TEK SCREWS 0 12"D.C. it 5 3/8 1m; CONCRETE ANCHORS T (SEE SCHEDULE ON SH 13) ED AF l_ EDGE OF EXISTING SLAB IF EDGE CF '10 E.4 j GLASS L SLAB IF EDGEF APPLICABLE APPLICABLE SLAB r AP U LE FLAT HEAD CONCRETE ANCHOR! WL StYAWM POURED E. D.* CONCRETE (SEE SCHEDULE ON SHEET 14) To UASS ITIO" CONCRETE SafULE 0" NcRE�TE REQUIRED + POUREO_�/ REQUIRED HEAD CONCRETE ANCHORS 11 FOR BLADE 090 C11 OR 9 ONCRETE ON Sqw EQUIRED p n- _E� DL.— SCHEDULE ON SHEET 14) M-005(DIT 9 (g) TRENCH INSTALLATION VALID ONLY FOR UP TO +70, —75 PSF A IQI T HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING FOR SPANS GO BY CEILING INSTALLATION BY FLOOR INSTALLATION t SCHEDULE #3. SHEET 11 ISMO LIX SIMARA11CIN I CONCRETE ANCHORS TO GLASS t' =� SOPARILIM DULE 04-7 1/4-e ITW TAPOON W/ ON Sr11) IS 1-W) AMOLNCED IHREADFOMA V'=Lff) s EXISTING TECHNOLOGY OR 1/4*0 POAEtS EXISTING EXISITNG H GLASS AM sw�TaCL4S FASTENERS TAPPM+ANCHORS W/ GLASS ( SCN wux ON SMw 3/4"LUK EME(WDII 0 V' (Sa SOLIVILE C.S103 I') O.C'FOR UP TO 6'-Cr SPAN AID 4'O.C.FOR SPANS LARDER TRV It 1/4- 6'-0-IF TOAPPLY-7 SBRLW AT EVEW FASTENER HEAD t ON CVP)(-13E f—'-'O.3/4'HEX SHEET 11 FOR �91 -3/8- AN, r- E.,D.* 3 OR WASHER HEAD I I I TEK SCREWS FONT.SCALAUT--------4_ t M.N. L4_515 (SEE SC 1/2 ."­7- Max. -U 12 #14.3/4' HEX HEAD 8, 0 12'O.C. TEK SCREWS® 9"OZ. - NO 1/4-0- CONCRETE ANCHORS 7 3 4x3/4'S.D.S. OR 1/4-0-20 S S S. O.C.%V/NUT 0 9 HEOULE ON 9"O.C. SHEET 14) NO NON ST 7 OR IN TRIM(DEOC M(3L 2.`00"il 1/2' • 1 E.D. SILL) ..... EDGE 0 A i SLAB IF jr r"t APPLICABLE 0 9"Mc. 7/8-,�Lf-1 7/3 14x3/4'F.H. S.O.S. MIN. REQUIRES POURED CONCRETE Y�Z4_ CONCRETE ANCHORS SEE NOTE 13(b) SEE NOTE 13(b) POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET I '3 OR CONCRETE BLOCK REQUIRED KEYSTONE MOUNTING INSTALLATION OPTIONALJ POURED 9 MA)MUM A.S.D.DESIGN PRESSURE:+IH.-72 psf CONCRETE HV WALL FLOOR INSTALLATION OL HV WALL WALK—OVER INSTALLATION IIAXLVUM SHUTTER vAN B'-O' REQUIRED HV RAINGUARD INSTALLATION t MGM, t THIS INSTALLATION SMALL BE NOTE FOR COMBINATION OF SECTIONS: REMOVABLE WHEN PERFORMED FOR = EDGE DISTANCE EXIT S. E I ADJACENT TO AN OPERABLE _E UM_qATIONS OF USE I- SEE SHEET 4 FOR TYPICAL SHUTTER EE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE UA ON SHEET 19 ASSEMBLY I INSTALLATION DETAILS W/ 10 HV BLAE 2- MOUNTING SECTIONS CAN BE COMBINED A. IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Vetocity Hurricam rata r 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERT-HA HVTM 0 4�4 ) 1% 1 �\ Accordion Shutter SyE ILIECO NC. A.S.S.A. RV. BLADE#1 W/OR W/O H.V. WINDOW EIL 7 -AK TILLIT T pk American Shutter Systems 3EV.N� DESCRIPTION DATE DRAWN EIY: TESTING & ENGINEERING COMPANY —085 6355 N.W.351h,SL.Ste.ZOS,MGMA GARDENS.FLMDA 331GAssociation, Inc. I OLD 15 07/27/17 DATE: 077. Ph...;(305) 4268 Westroads Drive 2 1—DRAWING I ­Aul:Ntecoftol.com West Palm Beach, FL 33407 % ONAL VIN E-0006719871-1530.Fax-.(305)871-1531 17-1 AA WALTER A.nLUT Jr.P.E. 4 FLORIDA U #44167 5 SHEET P.E_ SEAL/SIGNATURE/DATE 6 7 OF ALTERNATE INSTALLATION WjHV "T" LOCK 0I HV MALE E ALE "T" LOCKS CENTERIVIATES 8 9 & LOCKERS tZ Wj nl HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 A 18 INSTALLATION n HV BLADE OUT IN `�f EJG GAss EUNE IOSLACK DETAIL HVF.INDICATED ON SHEET 8, VI/f HD CENTERMATES2i IN ti EAS UTHJS.HE T.MAY USE WrrH TH.ILIS F10D-KVDLTERN . yam, INO:fATEd ON THIS SNEET,LUY 8E USED WRH TH6 ALTERNA I td'1QS a I{�•®w1i/{.©m INSTALLATION DETAIL HVG SN0'101 IN THIS SHEET. SEE 44i +r.]LY.tS'N v DETAILS ON SNEEIS LO_! i o o �wao �w 12-.,/6-,M-z V•®w D•@JwC�•O$ (6063276 NJ.013 ALUM. I ,.,.,�,� 35* 35 ANGt£W/(2 1/4b TAPODN . 51g• _ Ah TO CONCRETE (OPDONAu 4.* (OPTIONAL) ---- --------------- (4)�lOat/1' >i/at3/4'S.NS. IN -y AT EACH ANGLE(,YP} 't O.C.Attt t.FY.GH(. Ik I N (4)H.V. (4)H.V. E 3 I NNiO 30 HV "T" PINS(TYP.) J 5 7 3/4` PINS(IYP.) f y •� )�. (5¢ 5 3 LOCK {tN51DE} t t J t ! t 1 — --------- - — — — — — 5 1 28 29 1 1 i 35 OUT 31 OR 2 XDl� 31 aR32 31 oR L 3L I 31 oa 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 (OPTIONAL.) SEE NOTE 6 FOR HV LOCK 3@. W/ 7/8"0 x 3/32" WINGNUT. D9—HVB PUT —H C Y•LOCK.ON SHEET 5. O* ETRICSYMMETRICAL HD CENTERMATE' HV "T" LOCK {OUTSIDE) 26 SYMMAL HD CENTERMATES W/ & LOCK (EXTERIOR) W/ Qt LOCK (INTERIOR) t SERIES 6444 ALUMP4LN HVG* (2024-T3 ALLOY)LARGE FLANGE THIN SHEET NUSERT,PART B 0820. TO•�°"p•IS w©.©w AS MANUFACTURED eY AVDEL CHERRY TEKTORN.PARSIPPEIM NEW JERSEY 07054 OR EQUAL 3 O *SEE NOTE ON LOCnlQG SGUSQ)4 La Vii LDGLT f2!SUM 5 1 1 O *WL UMQ.FLOATN'G H.AM /i GEWL h.0}N D Ga VAUD IOR AL3.cmllo44 A`P C,R`3"all" HDD—HVD** CL� y FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurriconl .•[•'•'• '^ 652017 TILTECO, INC. GG 2017 EASTERN IJETA1 SUPPLY, INC. LAA �c`�rS BERTHA HVTIA °•4AS " A i L/11ECO .Nc. � � � NAccordion Shutter Sy: H.V. BLADE#1 W/OR W/O H.V.WNDW EL / TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV,Nr DESCRIPTION UlmDRAWN BY. p/4,Ln••'•• �•4i��t 6355 N.W.361h.St.,Ste.305,VIRG!Mi CARDENS.FLORIDA 3316 ASSOClatlOn, Inc. f OLD TS-Q85 7f27ff: OATS 07f. x ••'•{•� 4 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING I �' 1tt(tt a-maEB W4t...0 9lcam West Po)m Beflch, FL 33407 3 1 7— A•"•• /Atlrrrjl WALTER A.TRLIT Jr.P.E. 4 FLORIDA Uc.Ai 44167 5 SHEET P,E. SEAL/SIGNATURE/DATE E 9 OF _ POURED C ETEPOURED CONCRETE OURED C POURED CONCRETE OR " OR CONCRETE OR CONCR �. .._— CONCRETE BLOCK WALL OR CON BLOCK WAREQUIRED BLOCK%VAI `.f REQUIRED - BLOCK WALL R D LL . �EXIS7`INO GIAS - EXISTING GLASS A _ _ '. CONCRETE ANCHOR EXISTING GLASS .!� 2' MIN,. /E�XISTIN� j a 16'O.C. i L.- 111 1'- i' JAK S£PARATL{1N- < •=� ,' 411 2'MIN.. .' TO(LASS(SEE sal IAN.SEPARATION MIN.SEPARATION I SCHEDULE ON SHEET I`� iiEQEQ TO MASS(SEE 1 ` it FOR B•AD'c QAND j SC TO MASS(SEESH"cEf ` TO G i11 FOR Btt�0AM � . SCHEDU SCHEDULE ON 51iE£T 1/16-x3-MAX. a'J SHEET 79 FOR 11 FOR BLADE QAND { 63-T6)CONT: BLADES 0&(a .ON SHEET 19 FOR 1/2' II FOR SH (LOCATE AT ON 9�T 79 FOR ALUM. CLOSER i BLADES Q& EITHER?SIDE) ; 0&® PLATE. {LOCATE 1f2" 1 T� BLADE AT EITHER SIDE MIN II OF 5O) I OF 4D) I I .¢USE t"OR 2'MAX. I ' 1/2" MIN. i (AS APPUCABLE)x2'x1/8"x0'-2' #10x1/2" S.M.S. I - ALUMINUM CLIP ANGLE ----- #70x1/2'S.M.S�/ _ _ ® '16'Q.C. `JJJ _ _ �.� 76"O.C. — ^-� — —1" 4 i (6063-T6 ALLOY) AT MIDHEIGHT �� tt (1) #10x1/2'S.M.S. TOQ4& t '/ (2)1/4'0 TAPCONS ANCHORS TO I LO y}-"� ~J / SEE DETAIL X FO , OR �� 1YALL EITHER SIDE OF D.C. ATE AT J FOOR �-J _// SIDE CONNECTI J/ 4�011 Q+ SEE DETAIL X FOR O OR �+ TO TRA 5 �y ,C'� SEE DETAIL X FOR �^ SIDE CONNECTION «V• 7O«© 1O'tLJ« SIDE CONNECTION 4 ©m®a 6+("77a 8-(to)•pm TO TRACKS5-6a 6• 7 m 8 70+©m SOa®«�-�©.pa TO TRACKS t0mpa�+�©.pa 10+po,©•�3mQ•pm 10•pm&(9m1©+©m O.Uj .©«©•Oj +®m 6,0,©«®,rte,®« 0.0 @«0 END CONNECTION DETAIL END CONNECTION DETAIL END CO NECTION DETAIL END CONNECTION DETAI .F REQUIRED ONLY FOR SPANS GREATER THA _ f POURED CONIC OR EXISTING GLASS �� CK WALL EXISTING �`1J, CONCRET ��,ff MIN.S63APATION #10x7/2" TO MASS(SEE ; a 1sY `Q:C. AUN.SEPARAnav SCHEDULE ON SHEET \ TO GLASS(SEE - --_-`_-- -__------ -------- QOR S�OR 'I 1 OR 11 FOR RACE QAN'D CONCRETE .1/2"MIN. SCHEDULE ON SHEEP ""---'----'-= ------ f�',µ� ON SHEET 19 FOR ANCHOR —( �. 71 FOR BLADE QN.D _ __�" __ _ Oft 1 S OR OR� .- CONCRETE - I BLADES O&@ 12"O.C.i - ON SHEET 19 FAR 4 i f FNCHOR EQ 1 S BLADES 0&Q) L-----1_ OR(1 16" D.C. ___ 1/2`MIN. ; _, y 4 r ---- �� - ir EQ 1/2'MIN. -_ B OR SOR0OR 2"MIN. - f 2"MIN. ♦ SEE LIMITATIONS OF USE FOR ViE Y ij/ rJ i BLADE(9 ON SHEET 19 OR 13 OR�OR 1OR 1� -_- -"- 1(Q OR Q' PLAN DETAIL X 1 IR ( � { i®«®ae.0a® 10.pa L POURED CONCRETE OR m®a©•(�a8(�m10•�3m END INSTALLATION CONCRETE BLACK WALL ' 6+3-©,6„6.6« &(D-@«O-O•®- ( ) HV BLADE 0� HV WINDOW BLADE INT+ REQUIRED ©'O`©«0`0•@« p•pa�.prep.pa C� c ©•®«©•6«p•pm B• 9+ 1 • 6 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q p•pmp`®«p`a~}sa NECTION DE AIL a O p«© ©W©•® F10RIDA BUILDING CODE(Non High Velocity Hurricgn! 02017 TTLTECO.INC. OO 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM ASIA i L Eco ....O .N t. .I Accordion Shutter S s RV. BLADE#t w/OR w/o H.V.NvNANDOW B, `•, ���,,( American Shuffer Systems REV.H DESCRIPTION DATE DRAWN Br: QTILLIT TESTING & ENGINEERING COMPANY 4 f7,{y••,•?Cl D 8355 Kt'ihone:(305)871-153 W.36th.St.Sta.30.5.YaRC?R+A GARDENS.RORFOA 331fi Association, Inc. 1 OLD 15-M 7/27/1 DATE: 07/: 5 P0.Fax:(305)871-1531 4266 Westroods Drive 2 DRAWING I r� t, ill a-.61:Wtecoccoisom West Palm Beech, FL 33407 3 *•" �� hV✓t���} tV� it EB-0096719 17-1 M Ie�! WALTER A IILUT Jr,P.E. 4 `rr�rrrr{Pr•�+ FLORIDA U...0 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 Of SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+*' OR I-" MAXIMUM SHUTTER SPAN* *L+" MAXIMUM SHUTTER SPAN*`L+" NOTES: (ft.). FOR INSTALLATIONS W1 OR -L-" (ft.) FOR OR I-- (ft.) INSTALLATIONS INSTALLATION LEGEND CENTERMATES or or(V) INSTALLATIONS VW1 2WQ w SYMMETRICAL CENTERMATES CONCRETE & WOOD (1) L+; MAXIMUM ALLICIvABLEE SPAN FOR A GIVEN W/ ONE H.V. LOCK or @ or(2 or CENTER &Qw ONE HV LOCKS MIANSORY POSITIVE A-S.D. DESGN PRESSURE RATING. '@ or L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATTV HD LOCK (2)W/ NO LOCKING RODS or ONE HV LOCK or or OR (2-9 W/ NO LOCKING WALL A, B. C. D. E. M. N. 0, P. 0. A.S.D. DESIGN PRESSURE FATNG. CENTERMAT@ 280 29 W1 ONE W/ NO LOCKING RODS ODS or MOUNTING F. K & L R, S. & V. H�D`T" LOCK 30 W/TWO LOaONG (SEE NOTES t.tt) (VAUD FOR MOUNTING 0 (2) PROCEDURE TO DEFERmugE MAXIMUM SPAN R RODS 35 TOP & BOTTOM JOSEE CONCRETE&V*=O SHEET 7) FLOOR/CEIUNG G, H, 1, 11, J T, U. W & X WALL MOUNTINGS(r3PjBOTM.1) OR FLOOR/CEILR �Vuu OONASY�1100d INSTALLATIONS 0 ummum INSTALLATIONS() CONCRETE MOUNTING & M GIVEN A POSITIVE A_&D. DES= PRESSURE RATINt ASA.OM ASM DEMO hsM DMGN INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CEIUNG PRESSURE VMUL 1jOUNTTN0 PAEMRE DETERMINE MAXIMUM SPA14 FROM SCHEDULE. MOUNTING RATWO & RAlwG FLOOR/CEIUNG IAOLRJTING GIVEN A NEGATIVE AS.D.DESIGN PRESSURE RATIN (P.J.) FLOOR/CEILING MOUNTING (Pmt.) OR DETERMINE LIAXIMUM STAN-L--FROM SCHEDULE. C.OR +OR FLOOR MALL MOUNTNG IN MAXIIALIM SHUTTER SPAN 'L+-OR -L-' FOR L i (ft) L-(ft) L+ ) L-(fQ L 4 (ft) L-(ft) L+ (0) L (ft) INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO TH 30 OR LESE 16'-0- 16'-0' 16'-0" 16'-0' 30 16'-0' 16'-0" 30 16'-0' 161-0" 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SP1.4 BEWEEN 'L+-AND "I mg_�_lz�_LL�O 35 14'-10' 14'-10--- 35 15-'-2- ler-lo" 40 13'-10" 13'-10' 14'-2" 15'-2" 40 13,-I0, 13'-10" 40 14'-2' 1 W-2' (3) PROCEDURE TO DF.TRI.lItlE MAXIMUM SPAN FC 'WEEN WALL MOUNIIINGS — — t HV CORNER CENTERMATE #3 fAAY BE USED AT ALL COMBINATIONS IN 65 45 13-1 15-1 1 IJ-4 —1-47-7- 45 13,-1 13'-1' 45 13'-4 14*-3* 50 12'-5" 12'-5' 12'-8" 13'-7" 50 12'-5" 12'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILJNG 74)UN7INWR 55 IV-10" 11'-101 12'-l" 12'-ti" —55 Il'_l 0. IV-10, 55 ll'-I' I I-I I" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D.(DESIGN PRESSURE 60 11'-4" 1 V-4" 1 V-7" 12'-4" —60 1 V-4" 1 V-4" so 10'-2" 10'-11" NOTE #5, SHEET 5. RATING: 65 10,_10" lo,-Io" ll'-I" 11'_l 1 65 10'-10' 101-10"_ 65—. 9-5- 10- DETERMINE:1- Lt+= MAX. SPAN FOR lV_lL NOUNTING WSTALLATIC 70 10-6. I0'-6- i0'-9" 11-5" 70 10'-6' 101-6* 70 8,-9" 9-4* I 12+- MAX. SPAN FOR FLOORfCEIUNG MOUNTING 10'-4" 11'-1" INSTALLATIONS. 75 10'-1" 75 10'-l- 75-- tt EXCEPT THAT MAXIMUM SHUTTER 80 W-10, 9I-10- 10'-0* 10*-9' so 9'-to" 91-10' SPAN "L+"OR *L-'AND MAXIMUM AS.D. DESING FOR A GIVEN NEGATfVZ&S.D.[DESIGN PRESSURE 85 9.-6. 9'-6- 101-5" 85 9'-6- 91-6. PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 1.-3, 9'-3' OR CONCRETE BLOCK SHALL BE:UhMEO AS FOLLOWS: DETERMINE.' 90 1'-3- 91-3, 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX. SPAN FOR WALL!=NTING INSTALLATIC 95 g.-O. 8'-9" 9--2- W-10" 95 .-a. 8'_9" LIMITED TO +64­72 p.s.f. AND 8'-0" SPAN, SEE L2-= MAX. SPAN FOR FLOOPfCEILING MOUNTING 100 a.-,. 8'-4- 9,-0. W-7- 100 s*-g" 8'-4- MOUNTING@ ON SHEET 7. INSTALLATIONS. 105 91-7" 7,_111 8'-9- _9' 4' 105 8!-7" 7*-11- 110 8'-4- 7'-7- 8'-7- 9'-2- 110 8'-4' 7'-7- FINAL MAXIMUM ALLOWASTLE SR;N IS EQUAL�?L.2- THE 115 6"_2- 7'-3* 8'-4' 8'-Il- 115 8!-2* 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BFIVIEEN 'ti--AND 120 8'-0" 6'-11" 8'-2- 81-9. 120 8.-0. 6'-11' (4) GO TO ANCHOR SL-f-EDUiE WITH FINAL MAXUM 125 7'-10- 6'-B' 8*-0' 125 7'-10" ALLOWABLE SPAN AIM&EGMIZ A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10' 8'-1' 130 7'-8- 6'-5- WIND ZONE PRESSURE RATING TO DETERIZITE MAXIMUM ANCHOR MINIMUM I SPACING. 135 7'-7" 6--2- 1 7--9- -7-9- 135 7'-7- 61-2. 140 7'-5' 5'-11" 7-7- 7'-6- 140 7'-6" 5,-11^ ASTM E-1996 SEPARATION 145 7'-3- 7'-5' 7'-3- 145 7'-3- TO GLASS 150 7'-2- 5'-7- 7'-4- -7-0- 150 7'-2- 155 7'-0' 5*-5" 7'-2- W'-g- 155 7'-0' 5'-5- 1 THRIJ 3 160 6.-Il. 5-2- 7--l' 6'-7- 160 W-11, 5-2 165 6,-Io, 5,-l"- 7'Z6' 6•-4- 165 W-10- 51-1. 170 6--9' 4'-11" 6'-1 1" 170 6.-9. 4'-11" 175 6'-7" 4'-9- 6--9- i;--O- 175 6'-7- 4--g- 180 1 6,-6" 4'-8" 6.-8. 5'-10" ISO 6,-6, 4'-8' HV BLADE 185 6,-5" 4-6* 6'-7. 185 -,. 4'-6- 190 W-4- 1'-5- 6'-6- 5--I" 190 6'-4- 195 6'-3' 4-3' W-5- 5-5" 1 195 1 6'-3 4*-3 200 6'-2" 4,-2" 6'-4" 1 5'_3 200 1 6'-2* 16-3 5-1 205 1 205 6'-1" ' FLORIDA BUILDING CODE(Non High Velocity Hurricam 02017 EASTERN RIETAL SUPPLY, INC. 02017 nLTECO,INC. BERT HVT,, Accordion Sutter SYS /T Mgco .. \ A.S.S.A. FLV. MADE#1 Wl OR W)b H.V.WNDOW BU American Shutter Systems REV,No DESCRIPIOCT4 DATE BUYN BY:M TILLIT TESTING & ENGINEERING COMPANY 6 N... 6�SL,Ste.305.VURGINA GARDENS.FLORMA-1316 Association, Inc. I OLD is-Cas DATE- 07/; 4, P'one:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING t .. ....... WtecoCcol.tom West Palm Beach, 33407 3 e-mal: FL EB-OODS719 17-1 WALTER k TiLUT Jr.P.E. P.E. SEZ/STVKfURE/DATE 11 FLORU)A Lk.#44167 SHEET ­ 0 � + � � :11/ ..1 :fir �:: '• � . .• 11: 11' �: + :al •: • :i .t• i i+ ,.. WONMIM r'll- �!G�R1!:lR�If„, a o o r .• ' . . 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SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES SA DESIGN NEGUM PRESSURE RATING ANO A GORRESPONDiN MOUNi1NG T1PE FOR CONCRETE OR CONCRETE BLOCK INSTALATtONS (SEE MOUNTINGS E.%&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED oONORE16/OONCRETE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE (Min. Cc -3 ksi) MAXIMUM ((g)WALL SILL MOUNTING @)CEILING MOUNTING H FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. {Min.f'cSPAN = ANCHORS SPACING_.LEGEND - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Mia Pc = {ftj OESG1 NEGAIDE FRDSURE RAILNG TIMM K-MAINE PRE54JRE RAVIO(psf)kS.D DE!"?ZOOM:FRWJRE RATNG - 1/44 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'c - 2 ksi) 30 40 60 75 90 720 T60 205 30 40 60 75 90 120 160 205 30 40 60 751901120 160 205 TAPCON OR - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPEC TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIA 14 12 10 9 e 81 6 15.5 14 112 10 9 8 8 6 6 14 12 10 s B 8 6 6 THREADFORM TECHNOLOGY (Min.Vc =3 ksi) 3'-0" 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 6 14 12 10 9 B 8 6 6 ALL POINTS SOLID-SET OR LESS 14 12 10 9 8 8 6 6 14 t2 1D 9 8 8 6 6 14 12 TO 9 $ B 6 5 BLUE TAP W/CAP N4TE5: 74 112 110 1 9 8 8 6 7 74 72 10 9 8 8 6 6 14 12 10 9 6 8 6 b A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS ANI 14 12 10 9 0 7 5.5 13.5114 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 TAPPER+ ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0` 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 0 6 5.5 1a 12 10 9 8 8 6 4 14 12 10 9 8 8 6 4.5 14 12 10 9 8 6 4 3S 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 EM 1# 12 10 9 8 8 6 45 14 12 10 9 8 1 8 1 6 5.5114 112 10 9 8 8 b 45 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 f0 9 8 8 6 S 14 12 10 9 8 7 5.S 4 #SEE E%ATIONS OF 05E FOR EXIST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 70 9 8 8 6 5.5114 12 10 9 8 8 6 45 �E�"ILA1 ON 5H:Et 19 5-0" to f2 10 9 8 7 4 - 14 t2 10 9 8 6.5 5 3.5 14 f0 8 6.5 5 3.5 3 A3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FL 14 12 10 9 8 7.5 4.5 - 14 12 TO "9 $ 8 6 4.5 14 12 10 9 8 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES_ANCHORAGE SHALL.8E AS IND 14 12 S. 7.5 6.5 4S - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 6 4,5 35 NOTES Ai) &A.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINE 14 12 10 9 8 B 6 - 14 12 10 9 $ 8 6 5 14 12 10 9 8 6.5 5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 4 7,5 5S 3 - 14 12 10 8.5 7 5.5 4 3 14 12 8 65 5.5 4 3 14 12 10 9 8 6 - - 14 12 10 9 8 6.5 5 3.75 14 12 10 8.5 B 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 b.5 5.5 3 - - 14 12 10 9 e 6.5 4.5 3.5 14 12 10 8 7 5 3.5 3 - 1/4'0.PCON3/4' L TAPCON OINTS WIT}!ADVANCED THREANCHORS, S DIS TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER. 14 12 10 9 8 8 - - 14 12 70 9 8 7 5 4 14 12 10 9 75 5.5 4 3 - 1/4"0 x 3/4'ALL POINTS SOLID-SETANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW;BOLT&SPECIALTY COMPANY. 7"-0' t+ 12 10 8 &5 4 - - 14 12 4 7.5 6 4.5 3.5 - 14 0. 7 5.5 4S 35 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 &5 7 4 - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 7.5 4.5 - - - 1/4"0 TAPPER+ANCHORS AS LOVED LICENSED BY POWERS FASTENERS, INC.,AND DI WITH T H A ALL POINTS TE SCREW, BOLT&SPECN 14 11 7 SS 4.5 - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 b 4.5 3 - COMPANY OR ANY OTHER APPROVED UCENSEp OR AUTHORIZED VENDOR REGISTERED W11N THE AMERICAN SHUTTER SYSTEMS AS50CIAT 8'-0' 14 12 10 9 8 65 - - 14 12 10 9 6 6 4 - 14 12 10 8 &5 5 3.5 - NOTES: 14 12 8.5 7 SS 3 - - 14 12 8 6.5 5.5 4 3 - 12 95 6 5 4 3 - - &t)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1f4"AND u 12 9-3 75 6 - 14 12 9.5 8 6S 5 - 1a 12 8 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 3.5 - - - 14 12 10 8 6.5 5 - - 14 f2 a 6.5 S 4 t+ 12 10 9 8 - - - 14 12 10 9 7.5 4S - - 14 12 85 7 5.5 4 - - 8.2) MINIMUM EMBEDMENT OF 1/4`0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE 81 14 11.5 7.5 6 4 - 14 it 7 55 5 3.5 - - 11 55 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 SHOUI t4 12 8 6.5 4.5 - - 14 12 85 7 5.5 4 - 14 105 7 5S 6 45 - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 11.5 0.5 5.5 4 - - - 14 12 9 7 6 4.5 - - 14 it 7 5.5 4.5 3S - - 74 t2 10 s 75 - - - 14 12 TO $ 6.5 5 - - it 12 8 6 5 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLC 14'-O' 14 10.5 7 5 3.5 - - 13 94 &5 5 4 3 - - 10 7.5 5 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDK T4 1t 75 5.5 - ^ to 71.5 s b 5 a - 2.5 eS 6 5 a 4 - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINES 105 8 5 - 14 72 8 6.5 5.5 4 - - 13 10 65 5 4 S - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11'-O" 14 12 10 - - - - - 14 12 9 7 6 45 - - 14 105 7 55 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.5 5 12 4 6 4.5 4 3 - - 9 7 45 3.5 3 - - - 14 10 7 - - - - 14 10.5 7 5.5 4.5 - - - 11.5 8.5 5.5 4.5 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95[il-2 45 - - - - - u 11.5 75 8 5 - - - 12 9 b 4.5 a - - - Fnrr DICTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12'-0. 14 10 - - - - 14 12 B 6.5 5.5 - - - 13 TO 6.5 5 4 - - iT'S 4.5 - 11 8 554 3.5 - 8 6 4 3 - - - MAXIMUM ANCHOR SPACLNGS ARE VALID FOR EDGE DISTANCES INDICATED BELOWt.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SP, 13.56 - - - - 13 9S 6.5 S 4 - - - 0.5 8 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS.9 - - 14 10.5 7 5.5 a5 - - it &5 55 4S 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ARCNOR TYPE. la - - - - - - to 11.5 7.5 6 S - - - r2 s 6 45 4 - FACTOR 13'-0"10.5 - - _ _ _ 10 7.5 5 4 3 - - - 7.5 ss a 3 - - - ACTUALTAPCON WITH ADVANCED TAPPER + 12.5 - - - - - 12 9 6 4.5 4 - - - 9.5 7 5 4 - - - - .1 L� EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT S4Lt0 SE.T BLUE TAP W/CAP MIN.SPACING - 139.5 65 5 - - - - 10.5 7.5 5 4 - - - 1 f7V B�Dft OR DI CE MIN.SPACING 3' MIN.SPACING=3' MIN.SPACING 3 1/2' MIN.SPACING®3' 3 3/4' 414 - _ _ _ _ _ 14 105 7 5.5 - - - - i t 85 55 4.5 10 7.6 - - - - 9 7 45 3.5 - - - - 7 5 3S 3 - - - - V B DEW POURED CONCRETE& TOURED COWDE CONO&IE BETTOR POURED CONCRETE& POURED CONCRETE&pOtM�gETE CONGRjE I CONCRETE BLOCK 7dtL MM3 1/2' KM Ep=2 I/Y CONCRETE BLOCK CONCRETE BLOCK VN EU-3 1/27 WL ED.-'. t15 6 - _ _ _ _ .. 7t 8 5.5 4.5 - _ _ _ 9 6.5 4S _ _ - - _ 1 WINDOWMPL M`3' Mx£31=3 I MN ED.-3' 7.5 - - - - - - 12 9 6 - - - - - 9.5 7 45 - - - - 3" 1.0 0.90 1.0 0.78 1.0 0.84 1.0 14 - - - - - 135 10 6S - - - - - 10.5 B s - - - - - BLADE WORKING 2 1/2' 0.81 1.4 - - IX67 1.0 g - - - - - - 85 65 4 - - - - - 65 5 1113 - - - - iN UNISON 10 - - 10.5 8 5 - - - - &5 6 a - - - - - 2" 0.71 - - 0.51 7 _ - - tS&5 55 - - 9 t 3/4' - 0.91 - - 0.43 16'-0" 14 _ _ _ _ - - 125 9.5 6 _ _ _ - 10 7S 5 - 1 1/2- 0.35 - _ _ _ 8 - - - - - - - 8 6 4 - - 6 4.5 3 - p.35 g,5 - 9S 7 s - - - - 8 s 4 - -.1ry -7. FLORIDA BUILDING CODE(Non-High Velocity Hurricane Siff, F A. l�/ '' 02017 TILTECO,INC. 2017 EASTERN METAL SUPPLY,INC. .`� ......'<:' /� /� 13ERTHA HVTMvf TLEC C INC. A.S.S.A. H.v.A�DE#1 W/Accordion W10 Shutter DOWJ� 4 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems LY.Na PESCRIPnoN DATE DRAWN BY.- 1 OF :•• b355 N.t4.36•,h•St,Ste.305.NRCRRA GAR6ENS.FLORIDA 3316 AsSoeiation, Inc. t OLD 15-085 7/27/17 OAT* 07/2 426$ Westropds Drive 2 D • *. Et Phone:(305)871-1530.Fax:(305)$71-1531 DRAWING C` '•., ..... ; (,�, it a-mal:11LecoCaol.com West Palm Beach, FL 33407 3 j 7_,� =V A/OA........•n`'C`\>��Vr114 WALTER A T7LLITi Jr.P.E. 4 V J•� S`15.1 ` FLORIDA tic g 44167 5 SHEET P.E.S>A&/ &'Xb9 /DATE 6 13 OF MAXIMUM ANCHOR* SPACING On.) SCHEDULE FOR A GIVEN MAX SHUTTIER SPAN. A-S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNONGs 1,J.K&L ON sHEEr 7) POURED CONCRETE M POURED CONCRETE CONCRETE BLOCK ANQHQ SR_ SPACING LEGEND 0, ' MAUI am', n TRENCH Oj RAINGUARD MOUNTING (9)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING TAPCON OR MAX W SPAN .D.DESOt1 NEGM PRE5I.URE RAT={psf ASII.DE5W71 t4E0J+n PRIMRO E RATLSO(psi AS.D 6£9647 KWK PRMME RAMS{ps ASA OMM 31MEW PRESS7)RE RABSG{ (e} TAPGON WITH ADVANCED 30140 160 17519011L160 205130 140 160 75 90 112011601205 30 40 60 751 90 120 160 205 30 40160175 90 120 160 205 THREADFORM TECHNOLOGY i+112 110 19 IS I a 5 6 112 112 112 12 12 01.51a.5 15.5 7 J 7 7 1 7 7 17 5.5 5 s 15 1 5 5 Is 5 5 ALL POINTS SOLID-SET 3,-0" 14 12 10 1 9 1 B 18 6 6 112 112 112 12 12 112 19.5 1 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 1 8 IS 6 6 112 112 112 12 0S 8 b 14.5 7 7 7 7 1 7 7 7 6.5 5 5 15 5 5 5 5 5 BLUE TAP 14 12 10 9 1 8 IS 6 6 112 112 112 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 15 85 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4,-0• 14 1 2 10 9 8 8 6 6 12 12 12 12 12 95 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 5 1+ 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.515 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 S.5 4 3 5 5 5 5 5 5 4 3 5,-0' t4 12 10 9 8 8 6 6 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 95 75 6 45 3.5 - 7 7 7 7 7 7 5 3.5 5 5 6 5 5 5 5 4 14 12 !0 9 8 8 6 6 12 12 12 95 a 5 4.5 - 7 ] 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 1.5 9 7S 55 4 3 7 7 7 7 7 4.5 35 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 .5 5 5 6 ON SHEET 13 14 12 T1_0_T9 8 B 6 6 12 12 8 6 5 4 3 7 7 7 7 7 5.5 4 S 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 f0 8 65 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 - 14 12 10 S 8 8 6 6 12 12 10 8 65 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 5 5 4 3 14 12 10 9 B 8 6 6 12 12 12 85 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 7'-0' 14 12 10 9 8 8 6 6 12 10 6S 5 45 3 7 7 7 7 6.5 5 3 5 5 5 5 5 5 35 3 u rz fa 9 a B 6 6 12 12 es 7 ss + 7 7 7 7 7 s - - s 5 5 s s s a Q VALID ONLY FOR UP TO +70. -75 14 12 10 9 8 & B - 12 12 85 7 SS 4 3 - 7 7 7 ss +s a - s s 5 5 45 35 - PSF A.S.D DESIGN PRESSURE 14 12 10 9 8 8 6 - 12 12 05 75 b 4.5 3S - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 8-0" 14 12 10 9 e 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5 5 5 4 3 - 4 14 12 10 9 8 8 6 - 12 11 75 6 5 .75 - 7 7 7 7.5 6 4.5 - - 5 5 5 5 5 4.5 - SCHEDULE #3, SHEET 11 14 12 10 9 8 8 - 12 71.517.5 6 5 3.5 - 7 7 6S 5 s S 5 5 5 4 3 9,-O. 14 12 10 9 8 B - 12 12 95 65 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 D.5 B 1 5 4 3.5 - - - 7 7 7 6 5 3.5 - 5 5 5 5 5 4 3 14 12 10 9 8 B - 12 10 6.5 5 45 - 7 7 7 65 5.5 - 5 5 5 5 5 4 14 12 110 1 9 8 8 - 112 iD.5 7 55 cS 13.5 - 7 7 5.5 4.5 3.5 ^ 5 5 1 5 4.5 34 1O,-O" 14 12 110 1 9 8 8 - - 112 11 6.5 6 S 13.5 - 7 7 7 7 7 7 45 - 5 5 1 5 5 5 5 5 4.5 14 12 10 9 8 8 -J9.5 7 4.5 35 3 7 7 7 55 4.5 - 5 5 6 5 4.5 3.5 - 14 12 110 1 9 8 8 - 112 9 6 5 4 7 7 7 1 6 5 5 5 5 14.5 5 - - 14 12 10 9 8 6 - 12 95 6 S 4 3 7 7 5 4 3 5 5 5 4 35 - 1V-0" 14 12 110 1 9 8 8 - - 112 TO 7 5.5 4.513.51- I- 7 7 7 1 7 17 7 35 - 5 5 5 15 1 5 5 5 1 4 14 12 110 19 8 8 - - 765 4 3.5 3 _ _ _ 7 7 6 5 4 _ _ _ 5 5 5 5 4 3 - H V BLADE ONLY 14 12 10 9 8 B - - 11II 8_5.5 4 - - - 7 7 7 5.5 4.5 ^ - - 5 5 5 5 45 - - - 14 12 10 9 8 1.5 735 55445 35 - 7 7 45 3.5 - 5 5 45 3.5 3 12,-0" 14 12 10 9 9 - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 14 72 110 9 8 8 6 4 3 7 7 55 4.513.5 - 5 5 5 45 4 3 /4 12 110 9 8 - 10 7.5 5 4 7 7 6 5 5 5 5 5 4 14 12 110 9 B OS 8 _5 4 35 - 7 6.5 45 35 - 5 5 45 34 3 14 12 110 9 8 - - - 115 8.5 6 45 35 3 - - 7 7 7 7 L 4.5 - - 5 5 5 5 5 5 4.5 35 13,-0"14 12 10 B B - - 7 5.5 3.5 3 - - - - 7 7 5 4 3 - - - 5 5 6 4 3 - t4 12 110 9 8 9 7 4.5 L75 - 7 7 55 4.5 - 5 5 5 4.5 4 14 12 110 1 9 10 7.5 5 4 3 7 6 14 3 5 5 1 4 1 3 14 12 70 9 - - - - 0.5 8 5.5 4 3S - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 l4,-0"14 12 10 9 - 65 5 3 7 7 5 3.5 - 5 5 1 S 1 4 14 12 110 1 9 - BS BS 4 7 7 5 4 5 5 5 a _ _ _ _ _ _ _ _ j _ _ _ _ _ _ 14 12 10 - 9 7 4.5 35 3 7 SS 3.5 - 5 5 3.5 3-014 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 - - 5 5 5 5 5 5 4 3 i+ T2 t0 - 6 4S 3 7 7 +5 3 5 5 14413.5 14 12 l0 - 8 6 4 7 7 5 5 5 S a 14 12 70 - - - - 8.5 8.5 4 35 - - - 7 SS 35 - - - 5 5 35 - - - - 16,-0 14 12 10 - - - - 9.5 7 4.5 35 3 - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 35 14 12 10 - 6 4S 3 7 6S 4 5 5 4 3.5 - T4 12 70 Ss .75 - - - - - 7.r fJ . - - - 5 51451- - - 1-1-1FLORIDA BUILDING CODE(Non High Velocity Hurricane T...t.., 02017 TILTECO.INC. „�VC 02017 EASTERN METAL SUPPLY, INC. ; �c. .+`®: --� BERTHA HVTM A S A Accordion Shutter Sys i I L G O i N C. ■ ■ ■ ■ RV. GLADE#1 W/OR W/0 H.V.WINDOW BLA 1 ' American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: L 4 �(✓ * TILUT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7/27/1 DAZE: 07/2 - 9t 6355 4M.367h. :AS.VRO^QA rJRDEN5.FLDWOA 3376 �d •• iTIU 7'CA Phone:(305)871-1530.Fo.:(305)871-1531 4268 Westroods Drive x DRAWING N ...... s1���11¢ . E:00 8?sf.- West Palm Beach, FL 33407 34 j '-�I o VN�L �� X711` WALTER A 71LUT Jr.P.E. P.E.�S Cf3t�NAfUREfDATE FLORIDA U..9 44167 5 SHEET 6 14 OF