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HomeMy WebLinkAboutProduct Approval -,Rorida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Business & Professional Regulation ►L�3L "�7TL: BCIS Home Log In User Registration Mot Topics Submit Surcharge Stats S Facts Publications FBC Staff SCIS Site Map Links Search pProduct Approval 4 ® r u.r.:Public User Product Approval Manu>Product or/bollcetion Search>Application List>Application Detail FL* FL389-R9 RECEIVED Application Type Revision Code Version 2017 Application Status Approved MAY 14 71018 Comments ST. Lucie County, Permitting Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfee ley 0ea stern meta I.com Authorized Signature Bill Feeley Irod riguezOeasternmetal.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 C01 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 Jlorida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Summary of Products FL* I 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 ]7-108 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 W-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 Extrud aluminum interlocking blades retained by tracts(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bo m)for storm protection f Use Installation Instructions Approved for us 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 HV1 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 tracts(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 sack Naxt Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone.850-487-1824 The State of Florida Is an AA/EEO employer.Coovneht 2007-2D33 ttate e!Florida.::Pnvacv aamm.nt::Ate•:slhility Star.m•nt::R.a,nd statement Under Florida law,email addresses an public records.If you do not want your*-mail address released In response to a public-records 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 small address if they have one.The emalls provided may be used for official communication with the licensee.However small addresses are public record.If you do not wish to supply a personal address,please provide the Department with an small address which can be made available to the public.To determine If you are a licenses under Chapter 455,F.S.,please click here. Product Approval Accepts: M®®EI Credit Card Safe GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONAUTY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.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 G) dE BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SH[ IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS SM 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.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHE ATL REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL –HV BLADE(D #0214.01-03, /0715.01-03, #1004.01-05, #1214.01-05, 00317.02-06, 00609.01-10 AND 00210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE U;AND HV WINDOW BLADI AND E-1996 STANDARDS (MISSILE LEVEL D. WINO ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) –HV WINDOW BLADE Q #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0. WIND ZONES t, 2. 3) BASIC PROTECTION ONLY AND # 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 © 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 SHE 3. BERTHA H.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 SHE STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHE COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4, ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY 15 30.0 ksi AND 35.7 ksi FOR ENO CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHE 6005–T5 ALLOY. MAXIMUM SPAN TABLES SHE ANCHOR SCHEDULE– CONCRETE & BLOCK SHE, 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE– CONCRETE & BLOCK SHEI AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE– CONCRETE & BLOCK SHEI & 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 SHEI 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE OO : 12.13,14,15 AND 20 INSTALLATION DETAILS M–R, WOOD SHEE HV BLADE AL1 &® WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S–X, WOOD SHEE END CONNECTION DETAILS 7-12 & X, WOOD SHEE 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PMT BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA 3: HV WINDOW BLADE 1A ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEE 10. EACH UNIT MUST BEAR PERMANENT BEL 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(-1)ONLY CENTERMATES LA AND ENGAGE OR LOCK ALL HV 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 STUD WALLS SHEE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (o) 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.O. (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. OBTAIN PERMITS IN THE STATE OF FLORI[ (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 UTTER 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 H;qh Velocity Hurricam 1 02017 EASTERN VETAL SUPPLY, INC. U17��'` ��'I�� '1207? TLTECC, INC. ERECEIVED:ED �P,.. ���Msi .-.. BERTHA VTM � A.S.S.A. Accordion Shutter Sys 8I L E C O I N C. C CFIV. BLADE #1 W/OR W/O H.V. WNWW BL American Shutter Sy$tBmS EV N DESCRIPTQN DATE OMWN BYTICCIT TESTING & ENGINEERING COMPANYAssociation, Inc. D ,5 _W 7/n/1 DATE: 07/: 6]55 N.W.361(3 51..Ste.]06,VIRGIN#GYt0EN5,FLORCA1-153 ]1164268 Westr000s Drive zrmitting Phone (705)87,;I: 1 Fox (305)871-1531 DRAWING OUntyR� �} d e-maa: LiltKoeoa.<om West POIm Beoch, FL 33407 s C \ . EB-0006719 4 17-1 SS�QNAI�'rll WALTER A. TILUT Jr. P.E. FLORIDA L-# 44167 5 SHEET P.E. StAtfsf AYURE/DATE 6 1 OF r wR�DOx � VARIES 1.91 1.t 1" �p 1. ! O QI Mai. N w o 1 • i I I -� •, 7' 4. (DHV SOLID BLADE "/ ~ 5 HV 90' 180' STARTER 3 HV UNIVERSAL FLOATER ^ o QUALIFIED OR USE W/ COVERED UNDER US PATENT / 5458179 AI IFIED FOR USE W/ HV BLADE L: SHV DIRECT MOUNT HV BLADEL71 tO HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SH 19 ALLOY A191 :124- 6063-T6 373' 6063-T6 ALLOY TEMPER 124 _ 6063-T6 ALLOY AND TEMPER 6' t. �y (WSJ 7• 2,670 H i�l .994' 1. ODO .670' 2. 26' '0 72 2 '815- .092' --------------�'.f 71 HV ADJ. ADAPTER W/LIP t'` 1z- 1. 7• .22• QUALIFIED FOR USE W/ HV *)HV WALK-OVER TRACK 920 ©HV ADJ. FLOOR TRACK 6063-T6 BLADE 1Q QUALIFIED FOR USE W/ HV (,FIV TRENCH TRACK -x6' A BLADEALIFIED FO^R USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AlFRD TEMPER BLADE 0'ONLY. (1-6 HV IRAINGUARD BLADE 6063-T6 ALLOY AND TEMPER vQUAUFIm FOR IJAE W/ H 6063-T6 ALLOY AND TEMPER VARIES ^� 1.936' BLADE 1 AAD 1' 1.915• 1 VARIES 1,936• 6063-T6 ALLOY TENPE I x,08317 .083' �� .093' .093' .060" n .093" .09'$1 .060" .0 :670 , a� •' 6701 1.886" c •' 670 3.529• _ _ �� •f. 3.520" _ HV HEADER/SILL X11' HV CEILING EADER 13 HD CEILING HEADER/SILL H UALIFIED FOR USE W/ HV BLADE 1 - 1Li HD WALL HEADER/SILL OlT1CLIFIED FOR USE W/ HV BLADE(1 ONLY, 6063-T6 ALLOrY AN QUALIFIED FGR USE W/ HV BLADE, ) SEF SECTIONS FOR VALIDI Y" SEE SECTIONS FOR VALIDITY. - QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE )ONLY. 6063-T6 ALLOY AND TEMPER --x H COMPONENT A I B I TI 1 72 X Y t r MEl X Y MN t t- - 1' 1' .062 V I 2' 5'MAX 1/8' 1/8' r; 2' I 2' .125 j 3' 3' �D.090' �1 2' 5'MAX.1 0.192' 0.192' L X 16, SIDE ANGLES 0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES �i� 2.5' 7'MAX. 0.190' I O.t9o' QUALIFIED FOR USE W/ HV BLADE Cl) QUALIFIED FOR USE W,7 HV BLADE C7, 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. (5q. 2' S'MAX.'0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER - I FLORIDA BUILDING CODE Non Nigh Ve4ocity Hirricam ,I,tt / �� :2017 TXTECO, INC. 0 2017 EASTERN 4£TAL S_'SLY, INC. ............"C�l'i BERTHA HV /TIL �ECO ,,c �■ ,L, �■S■A■ Accordion Shutter Sys / KV. BADE #1 W/OR W/O H.V. WINDOW BL OF * TILLIT TESTING ENGINEERING COMPANY American Shutter Systems - pppN QATE OIMwN 6Y. 6T Association, Inc. 1 OLD 15-aes 7/27/1 DATE: 07/: • 6355 N.W.J6M.St.SW.305.MAGMA GARDENS.RDRq, Pwn•:(305)871-1530.Fa„ : (305)871-1531 4268 Westroads Drive 2 DRAWING I p 6 ­­R: Otec GO xom West Palm Beach, FL 33407 3 7- �`SO RSD `avltt, ES;TIL TJr. 4 V WALTER;TWT P.E. ' 14 FLORIDA Uc./ 44167 5 SHEET P. E. I iIAA E/DATE 6 2 OF 4.66. .929" 4.57 .{ " 1/4'-70.1/1. 1/4FIA '-70 ,-DE CAST .745 i • '3 S S M.S�D —I THREADED 110u5.NG EM" "l-IOD-1 G� p8 R v �-I' %1A 8 H Hm•m ry/♦i (7 TYP0.)' _B8KNE.mAnD55P$AI� ED ML 0D-I _ -DIE CASI BA.M PA WED EGR ESS KNOHI.25.062" 7 3318_ CYI _ CNDER. - Y (C woo (Uw01E MATED) PLAY. 21 HU CENTERMATE ® HV LOCK ) QUALIFIED FOR USE W/ HV BLADE I lldt 1A ONLY 2' _` � 1 325 m- ece 1, q' OUACt�IED FOR USE w HV BLADE 1 do tAi ONLY ° o 675. QUALIFIED FOR I SE W/ HV QUAUFUfO SE 6063-T6 ALLOY AND TEMP( / Q BLADE�Idc N ONLY. BLADE 1 C 6063-T6 ALLOY AND TEMPER T 'O�ALIFIED FOR USE W/ HV BLADE 1:ONLY --.250"O.D. 1 . 74" 6063-T6 ALLOY AND TEMPER wsnc HEAD 1.7 .922" 01 _34 '-I r 4.045- SCREW v .079' 1.753' a -:360 ARE 1 0 62 p :,, ory G 'O6j. - BEFORE Rft cTING 1/4"0-20 x 3/4r S.S. THUMBSCREW 1 Z4"0-20 RI' i m ,GSM itSERIES 9444 ALUM%UM(2024-13 ALLOY)LARGE Flt NYSHEET NU15ERT.PART#0820.X45 WMIFACTURED BY w r .622 CHERRY TOCTORN,PARSWPE .NEW�Y 07054 OR PLAN FRONT ELEVATIONHV MAU 4.566" 27- LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FORuSE W/ HV BLADE,1 ONLY qV HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER - QUALIFIED FOR USE OUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE I` ONLY QUALIFIED FOR USE W/ HV BLADE,1 ONLY i^ONLY. BLADE,1 ONLY, 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER" W/HV BLADE ' 1.917 1.917" 3.161 i-- 0 mo i o i - m D i -� THIAABTli 053 CYLINDER 1 1 • � F04 .214" m+ e .063 D6Y ( n. KEY CYJOF L'NDER - -•m .545' ry 0.87Y 1!". + .405 ml • OO H. n 1 .125" NG ROR- 3z m D o QUALIFIED FOR USE W/ HV BLADE J� A. QUALIFIED FOR USE W/ HV BLADE�,k 1A 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INS9RT E04- *OR 6063-T6 ALLOY AND TEMPERwR1E5. 12"MIN. QUALIFIED FOR USE W/ HV BLADE;1 & 1A1/4'4-20 ss.OR 3/6"°-16 6063-T6 ALLOY ND TEMPERBTU ACETAL T UM85ORLM'S' 21/Y DER (SEE DETAKS) r-i DO EY i15' DER • 1 ® LOCKING ROD AHD LOCK *' L,375"0 QUALIFIED FOR USE W/ HV BE 1 46' HV 3/8"0-16 ACETAL �3 HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER '�O SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV SLADECi& 7A. Q ��5 INSTALLATION WILL REQUIRE A 7/16" H THUMBSCREWS QUALIFIED FOR USE Y! HV BLADE'? DRILLED AT TRACKS FOR PROPER EMBE NT QUALIFIED FOR HV BLADE) / FLORIDA BUILDING CODE(Non High Velocity MurricanE 11110.61 Gt,TILTECC, INC 02017 EASTERN METAL SUPPLY. INC. T .......... ER A S S A TSA � � � � Accordion Shutter Sys H.V. BLADE #1 W/OR W/O ITV,WCOW BL! American Shutter Systems REV.N. DExRIPTg11 DAM MAWN BY: , TILLIT TESTING k ENGINEERING COMPANY • : 6355 N.M.36M.SL.S. W5RG"M GARDENS.FLOROA 331 Association, Inc. 1 OLD 15-085 /27/1 DATE: 07/, STATE OF :s • .VI4268 Westroads Drive 2 DRAWING I, Phone (305)871-1530 Fox (305)071-1531 _�L�+••C(�A!Q :a�/ri11,1� a-mPa: 6B4coeoa.com West Palm Beach, FL 33407 s 1 7_' E� EB-0006719 �'{7s'•-•••••••-�Arw� E11 WALTER A TKLrt dr.P.E. 4 t{"IE FLORIM Lk./44167 6 SHEET P.E. trZII�I1A R_r/DATE 6 3 OF SHUTTER ASSEMBLY SCHEDULE FOR HV Q H V 4, I 12 MIN. CIE - - - TO BLADE TIP � tA' .1675' © HV BLADE lA HV BLADE I HV WIN BLADE .0623" .0623 .0625 ffimI a I "r OPEN .0625 .1875" Y ® HV LONG RECESSED NYLON BUSHING —IZY i n KNUCKLE .0625 47 3 xo HV SHORT RECESSED NYLON BUSHING tl ��:I R1.7 / ® HV NYLON HAT WASHER O OR ® "!of& i I - FLAT P0R�1ON ' J 50' HV WHEEL CARRIAGE AISI 302-303 SERIES I I u=4q�j•�, n j'e2.ei5o' X 0.870"x3/16" THICK NYLON WHEEL. C� I I ® - " 2 7/8'MIN. M WINDOW 0.188'0 AISI 302 SERIES S.S. RIVETS I 3t5'e SEPARATION; e3.o /i I BETWEEN .0625" -.0625" 3.7500" 4® HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR —1 * t 3 3/4 II J- t'I; OPENINGS ON CENTERS 7300• ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD * _L__ .5- CLEAR " �I /4 i £ BJ>nm'm ® POLYCARBONATE IMPACT RESISTANT HV WINDOW BETWEEN TYPICAL HV WINDOW BLADE 3 POLYCARBONATE HV WINDOW 3 I (L-)OR (9 (Sor QUIREE NOTEEMENTS) O OR FOR I'' ® I j *POLYCARBONATE IMPACT RESISTANT HV E q I i BAYER cE MA4ROLON 3103 POLYCARBONAT FOR ' I RESINS, UV_STABILIZED GRADE OR SABI * NY PIN REQUIREME AT EXTERIOR BLADEKNUCKLE R Y 1O BLADE INNOVATIVE PLASTIC LEXAN 103 RESIN o� OOR ® I L=my w (SEE NOTE "F" ON SHEET 19).(1 1AI (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR POLYCARBONATE SOURCES FOR HV ® BLADE. ICAL SHUTTER ASSEMBLY ? EXTERIOR APPLICABLE RESULT 11PIrlE PROPERTIES STANDARD Y 9H.eI9,� 9,pw HV PIN©OR®Ai REFOEOIOE �+� (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT E)ETERIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D *0.324'- (SEE NOTE IfFOR SPECIFIC GRA— ASTM 0722 0.013 7M' 0.043 b/M' BLADE WHEN CORRESPONDING TO INSTALLATION "Ii", SHEET 7. 048-- 0 CJ REQUIREMENTS) =MWAL TEMSxE Hall STRENGTH ASTM 0x19 9.400 px. 9.300 gree. TYP. FLEXURAL STRENGTH AT HEM ASTM D790 12.300 p.. 11,100 P-ei. (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER e'0 ;i I FLEXURAL,MODULUS ASTM Om 7x.000 D.1 713.000 p.0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SIMI SHEET ® NOTCHED M00 ASTM 0259 9 R-•per 17 FT-I9t WHEEL CARRIAGE DETAIL S-OrE M.Sm ASTM 02947 472 9 94-5 x MAX A$$EMBLY LAYOUT PATE OF BUPNMG ASTM DM C-t CLASS C-1 CLASS N. SELF IGNMON ASHY 01929 1040'F 990 T WA)1£ING: ASIY 0153 TEY STRENGTH AFTER WEATHER44 ASTM 979 9702 p_- 9940 px.. 1 HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS TENSLE STRESS 8EF04E MATHERNG I ASM 519 I °'41 p..; I 9e90 p.e:. N.T.S. Ij117TJunii��� FLORIDA BUILDING CODE(Non High Velocity Hurricane P .,sF'..• TILTECO, INC.✓ 57017 @'2017 EASTERN METAL SUPPLY, INC. .' BERTHA VTM Accordion Shutter Sys L E C O ANG. A■S■S■A■ H.V. BADE #1 W/OR W/o H.V. WINDOW BU ;'•� TILUT TESTING k ENGINEERING COMPANY American Shutter Systems fl,, IP DEsCRNON DATE DRAWN BY: <v J Association, Inc. I QLD 15-085 7/27/1 DATE 07/: 0� ,L�GtflP \ 9335 N.W.3:( 5)L.Stt.303. .Fox:(3o5),FLORIDA 73I6 L-L{� Phone (305)871-15J0 Fo::(305)67f-1571 4268 Westroods Drive 2 DRAWING T s'S+�DNaLE�6'�L4 e- ok t0t�6o0oo:.— West Palm Beach, FL 33407 3EB- 719 17_' H WALTER A.TILUT Jr.,P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA `' 4`67 3 SHEET 6 i 4 OF .�91 a �a NOTES ON HV LOCKS AND CENTERMATES: B C D !�•'E'J � u N S 7 U --y'!?�o�l:°A •`�Qv 1. MAId1TORY CONDn10N ft: ONE HV LOCK �&or�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY OR ELEVATION. 6T ANY LOCK, or 92MAY BE UOF SED AS ANR SPANF IO SIDE OR UTSIDESPANS UP TO10LOCK.ATTACHED TO OR. ANFOR INSTAL4S @- 1 In 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 TYPICAL SHUTTER ELEVATION. 2. if"JL IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TW( i 16 0' ' LOCK$ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMA OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCAn ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONIDITION 12 06&UD ONLY WHEN MbW&Mfff COMMON 91 OR LIIMITED 1111MOAKIRY Como II f2 IS USED W/TWO H.V. LOCKS)• LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS �3 OR AN ALTERNATIVE DEV) MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MAROAMRY CONDITION ft ONE HV LOCK �$yy (& SHALL BE USED AT CORNER CENTERMATES FOR ANY SI - AND INSTALLATIONS AT ANY ELEVATION. HV LOPK 2(4 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING ROI AT TOP h BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAn "o($ HDe wix_ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 3aa a$� s. C , ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or 3 FOR ANY SPAN AND 1 INST CATIONS AT ANY ELEVATION. AL RNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACH =r OF 1/4"0-20x3/4" S.S. THUMBSCREW TO�1 OR�I' CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. I a Om r8s RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. QV 6. MANDATORY CONDrMN 03 FOR KEYSTONE MmKnmG INSTALLaK*&- ONE HV LOCK® or 6 or 0 SHALL USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS R 11 TO 96*, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK Q3 or C or a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @L or @ SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD SEE END_� M.S. LOCATION OF LOCK SHALL 13E AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS g W CONNECTION OR�a TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D SHEETS TTYYP. FDULL` IL *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. t OF CORNER - - - -uMuunm wiorN- t. CENTERMATEA;= DNE ALTERNATE HV "1' LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS 4 OR FOR ANY SPAN ANI I TAll ON AT ANY ELEVATION. ALTERNATE LOCK ,`7 Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMI �J ✓ 1 OF LOCK®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST 4_-t.i 3geLQ- j'm CONNECTED TO CENTERMATES 0 AND !@i W/ 1/4-0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/ WINGNUT OR W/ 1/4.0-200" S.S.M.S. INTO A 1/4"Ox 5/8" RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR .s 1/all •1 7 • 1�1 a MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS MS'S TOP AND BOTOM IS MANDATORY. 1f5•®°"1 • 8)-(j.17 a 66 t 8)« @1 3 a(0•A s'a j •��I *NOTES ON HD LOCKS do CENTERATES: 1 HALO (4 W/ NO CENTERYATFS$j OR 32 W/Sg : ONE ALTERNATE HD LOCK(14 MAYBE USED IN LIEU C TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS'24 OR 25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HO LOCK 44 MAY BE USED AS AN INSIDE OR UTSIDE LOCK. ATTACHMENT OF HD LOCK 34;TO�IS W/ 3 /e x 3/8' F.H. S.S.M.S., AND INCLUD N.T.S. REINFORCEMENT INSERT 33,AS SHOWN ON SECTIONS HDB-H4 MID HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 35 IS COMPLETELY OPTIONAL. 1j-f%A R IDA BULDING CODE(Non High Velocity Hurricaric I� Q� /f•-- C2017 TILTECC. INC_ X2017 EASTERN KETAL SUPPLY, INC �\CENSF•.4'9 z E TM 3 IL E C O IMC. A■S.S■A■ Accordion Shutter Sys y FLK BLADE X11 W/CR W/O KV. WINDOW Eb x4 American Shutter Systems Ey.N DESCRIPTION DATE DRAWN BY: ;• TICCIT TESTING & ENGINEERING COMPANY '�'•. fAssociation, Inc. I OLD 15-085 7/27/1 DATE: 07/: O /E• Q,� 6355 N.W.36thNN.St..SW.3D5.VIRGGARDENS.ROROA 3316 A Pnw.:(305)a71-1530 .Fox: (305)871-1531 4268 Westroads Drive = DRAWING r S+S ......... G�a`tt� a-mwFB ell A TI ?a. West Polm Beach, Fl 33407 'OIVAL � ,1(IWALTER LLR Jr. P.E. 7_1 r11 FLORIDA LIc. /44167 5 SHEET P.E. SE CL SIGNATURE/DATE 6 5 OF .CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK OURED-� \ CONCRETE- I SHEET 13 REQUIRED -1/4Y-20.3/4"S.S. ) CONCRETE REQUIRED .--- CONCRETE ANCHORS MACHINE SCREWS REQUIRED _ _ ` —- -— - FOR ^(SEE SCHEDULE ON W/ 1/4'-20 CONCRETE ANCHORS ' B A EYSTDNE(SEE MOUNTWG(l SHEET 7) SHEET 13) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) �\ 1Min. OR11-4 Min 1/4'/-20.3/4'S.S. MACHINE SCREWS _ ____ -EOE. EQ USING 1/4'-20 NUTS t9 1�. I O 12'O.C. 1/2- nU5 250Max. ---- 3 OR 5 --E. ♦ iv E. 0..250"Ma..E.D. OPTIONAL OPTIONAL m QLALIS O(SEF11 FCRE DN SD)N O NLN. SEPARATION TO GLASS1,FOR ET 19 D� 1 OR EXIsnNG.f— on s/ET 1Y iVt � ) G1A55 (SEE SCHEDULE ON SHEEP 1t) MIN. SEPARATION TO GLASS �•An^+ _ _ `(SEE SCHEDULE ON SHEET 11) EXISTING ' GLASS- O HV WALL HEADER INSTALLATION A. HV "&=HE6= INSTALLATION HIM WALL HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION TO GI-ASS u C55--. OR �.O I , t EXISTING J (SEE SCHEDULE ON SHEEP 11) 1 ro XE (SFE N MIN. SEPARATION TO GLASS CUSS -_ 1`�EH�y" I. I (SEE SCHEDULE ON SHEET 1MI ON SH ET 19 FOR rl Ifi 1 Il10F5 I t 51 �j EXISTING OPTIONAL i IL(iiQgj GLASS— E.D. ' ��_ Ma. I�OPTIONAL1/4'Max. _ --- on E.O.• @ O E. 0.• 1/2 ---- L E eo-I 1� i _ � I =1" L=- --------- __ I 1/4'/-20.3/4'S.S. M'm. PHILLIPS TRUSS HEIR 1/4'/-20x3/4'S.S. PHIL MACHINE SCREWS USING _,__ CONCRETE ANCHORS —TRUSS HEAD MACHINE SCI ----�- --- -CONCRETE ANCHORS _l-% �$ 1' I 1/4'-20 NUTS O 12.D.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS O 17 ' POURED CONCRETE— SHEEP 13) (SEE SCHEDULE ON SHEET 13) Min. PC RED CONCRETE_ OR CONCRETE BLOCK OR ONCRL'-E BLOCK --- �VJCRETE ANCHORS REQUIRED WALL REQUIRED D HV WALL SILL INSTALLATION - •� (SEE SCHEDULE ON !FLL )HV WALL SILL INSTALLATION _. POURED CONCRETE— SHEET 14) OR CONCRETE BLOCK WALL REQUIRED � HV WALL SILL INSTALLATION IN F � INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E D. - EDGE DISTANCE `, ASSEMBLY • SEE LUATATiONS OF USE FOR 1 H Y BLADE 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICA10N5 ON SHEET 13) BLADE IA.ON SHEEP 19 IN ANY WAY TO SUIT ANY INSTALLATION. Id AIL ► FLORIDA BUILDING CODE Non High Velocity HUrr ccs `,,I\ �:•''�,\CENS''••.•`�y 020t7 TAiECO.INC. 012017 EASTERN FAETAL SUPPLY, INC BERTHANTIA .4 A S S A Accordion Shutter Sys . . K�. FADE ,1 Wi OR w/o KV. WNWW SL ;'•Q ti+ TILUT TESTING t ENGINEERING COMPANY American Shutter Systems OESOR"CH DATE DRAWN BY: 4355 N.W 36M.St.,Se.305,WRGNIA GARDJS,FLOR.DA 3316 Association, Inc. 1 QLD 15-OBS 77 c7/1 DATE: 07/ ,- �. Phone : (305)871-1530. Foz : (305)871-1531 4268 Westroads Drive 2 DRAWING ,N' e-mail: clt«oeooLcom West Palm Beach, FL 33407 3 17-1 /OMAL Ea ES-0006719 WALTER A. TILL Jr.P.E. 4 P.E''SEAL/SIGNATURE/DATt FLORDA Lic. 11144167 a SHEET 0F r-- PoulaD CON(SEE SCHEDULE ULY10R5CONCREFE w s>SS(SEE �1 OR i M"; (SEE scE+EouLF ON SHEET i}) ro aAs(� i SEPARATION sasnL.Ei aN stir '-(SEE scIrDlAa REQUIRED EDGE IF ",+Von ET 19 FCR ,M,.sEPAwmax 5Kn SEE sc.E� GLASS N SHEET SLAB IF (X!SHEET a FCR 1 (g� D.*— APPLICAS EXISTING—, ALTERNATE-, �I �I � t FE i Q-y ANCHOR i� t 1 EXCLASS --__ ` ` II LOCATION �$ /10.3/4"HEX WASHER HEAD )) OR oa $ J/8'LIM. 7EK SCREWS O 1Y D.C. J/Sl MN. CONCRETE ANCHORS a NI 6. -- (SEE SCHEDULE ON SHEET 13) E tl 0 AF Nt OG ECCE OF EXISTINGEDGE N 'I( SLAB If GLASS— SUB OIF—j 1/2" 1' EDGE OF APPLICABLE _ D' APPLICABLE IF SLAB IF --- ___—_-- 1_ _4 ,Wa sywMiOE, .0. .O. TO GASS(SEF APPLICAB POURED POURED FLAT HEAD CONCRETE ANCHOR yJ�F ON gp7 CONCRETE ---E' D-�-- CONCRETE (SEE SCHEDULE ON SHEET 14; - REQUIRED 11 FOR 11"0*0 - POURED __. —__ __ - REWIRED ON SHEET 19 FOR --Cl,OR ONCRETE FLIT HEAD CONCRETE ANCHORS s.DLsm�e WIRED {. Dr D.+---I (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A `H HV FLOOR INSTALLATION t 1,HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS HV CEILING INSTALLATION SCHEDULE /3, SHEET 11 — CONCRETE ANCHORS �ARATXX, wrosv.AAttD. GD155� ro CHESS a.ss O (SEF SCHEDULE ON t/4.0 RW SU DEX TAPCON W/ a SHEET 11) I n,m„) 1 EX1ST9�G SHEET 15) 1 ADvANcfD tHREADEOESI EXE GLASSEXISTING 4-0 POWIS i ,DA$V u T-ro QLAff � ��/� CLASS-- ti FASTENERS TAPPER,TECHNOLO(rr OR'/*>IOra W/ "-i(ax f ww a c.ow t1) �J ,WA fOWYa,oN ro 1 3/i MN.ANT o Ir O - —.(a somAc M „) Oc.FOR UP ro 6-0-SPAN AND / 4.O.C.FOR SPANS LAAOER THAN 1/4' 1 e'-c-LP TO 8'-0-MAX.APPLY— /. I MAX. %' SEXAR AT EVERY FASTENER HEAD ,9 O D.♦ /10X3/4 HEX E. O.t (TYP.t)(5�NOTE T Ca - 3 OR 7 5 i WASHER HEAD SHEET 1 FOR urrATXXTs CONT.SEALANT t TEX SCREWS _ UCAB EX' 1 •Tlo 1' �O 12"O.C. `-I a i i i - •I k /14:}/4' HEX HEAD / �- 1;3/e' I N {I 1H•A-20.3/4 TEK SCREWS O 9"O.C. CONCRETE ANCHORS -! - 6 J/ /14X3/4-S.D.S. I _____ I 1 i i 1/4• I —USING 1/4'4- OR 1/4.0-20 S.S. M.S. R O O 9"O.C. --__- Mae. I I I: O tY O.G. W/NUT O 9"O.C. , (SEE SCHEDULE ON n 1/2 :• \ _ SHEET 14) a NON SI )]NXt la ��O 2.D0-MIN. `WALL STM(DEC( n T a S EDGE OF � T � i 'T•' E.D. SILL) 1 i SLAB IF \ �� --� /14X3/4"F.H. 5.0.5. �• MIN. OatICRETE 1 7/8"--L--1 7/8- 1 APPLICABLE '—CONCRETE ANCHORS SEE NOTE 13(D) '� - REaIVNED �.D. POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 CONCRETE ONE NOTE SHEET 13(0) I• —E.D. OR CONCRETE BLOCK SHEET 14) POUREDDR CONCRETE BLOCK— - ----�i----- REQUIRED REQUIRED o WWIL D cK; LIV WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATION ©KEYSTONE MOUNTING INSTALLATION IIAXIARAI A.SD,DESIGN PRESSURE:♦64,-72 Off REQUIRED MAXIMUM SHUTTER SPA:8'-0- (�) HV RAINGUARD INSTALLATION t t1a� L BE NOTE FOR COMBINATION OF SECTIONS: t REMOV RZ WHEN PETHIS INSTALLATION RFORMED F(S EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER SPECIFICATIONS ON SHEET 1}) OR ENTRANCE TO AN OPERABLE EXIT BLADE CI SHEET 19 ASSEMBLY INSTALLATION DETAILS WZ (I BY BLA[ 2- MOUNTING CAN BE N ANY WAY TOSECTIONS SUIT AWINS AALLATON.NED 1�IIT A a j �• FLORIDA BUILDING CODE Non High Velocity Hurrican ''""'•.• a ®2017 EASTERN METAL SUPPLY. INC. 02017 TILTfCC,INC � 'VGENS�;. ✓�: BERTHA TM *' IE40. 441 A S S A Accordion Shutter Sy: L E C O INC.' NC. KV. a"#1 Wi OR wpb KV. v NWN SL `�• : DATE DR American Shutter SySteKY.ok TICCIT TESTING t ENGINEERING COMPANY MS DESCRNTIOM AW W. Association, Inc. 1 OLD 15-085 7/27/, DATE: 07/ vwcRHA GAAODas.FLORw 331 Ph- : (305)a71-1530.FaX:(3os)en-1531 4268 Westroads Drive x DRAWING f-mal:tUt o 6ao,.o Wes EIE t Palm Beach, FL 33407 3 ��NAL EN0,I ES-0006719 17-1 'I •_�•��iIIAAAAFI A WALTER A.TI LIT Jr.P.E. 4 FLORIDA` P.E. SEAL/SIGNATURE/DATE "167 6 SHEET SEE END WALL EETS 10 IS SEE NOTES ON LOCKING RODS 0.HV LOCKS©6r INSTALLATIONS W/ (I HV AND ALTERNATE SHEETLaaK®DN SNf 5. OUT 9 I N EXISTING CLASS **RUDE SUCK DETAIL HVF IS VAUD FOR ALL BLADE WZ HV C E N T E R M AT E S CENTERMATES APPLCATXIN WITH SLADE o OR SEE END WALL CONNEC 1 O'®°P©��.©•®oR —EXISTING GLASS DETAILS ON SHEETS /D - ---- -- - - - - - - - - 2'x2'Kt/6'AO'-2 8 • a s 9• n 1 S + .� (6063-Te ALLOF)ALUM. OPPOSING SYMMETRYCAL ANGLE '0 TAPCN I 1/2- 11O CONCRETE ®•® i( . C NTERMATES CENTERMATES /10x3/4'S.M.S. O 12" MIN. SEPAR (4)#1Ox1/2'T.s Z)Jk1 D.C. Fuu LFNCHT. J HV LOCK 4 or Vt/ HV LOCK o 2 To(SEE NEI HEZ (r /�\� AT EACH ANGLE. ro) : \I ® a �* 3 S* —IN—] ON SHEET \J 5 HVB OUT ® - HVC 10'®°A©•®""©-pC©��a�G HVA °"®'�©• 70�80�•®� EXISTING GLASS POURED CONIC CONCR O`O •©pO.O•`-��� ) ®�©♦@.0♦®a— —-- — —— REOU ED BLC EXISTING �'®°"©`®°"®'®°" SYMMETRICAL �'� '�"'�'�'®°" MIN. PA AATI04 \ SEXIST CENTERMAT S 6 r J F-� — —I GLASS * I (SEE SCHEDULE —� --;— a©—®— * of W H OPTIONAL) INTERIOR ON SHEET 11 MIN. SEPARATION,\ TO GLASS ; (SEE SCHEDULE LIN J OPTIONAL _ ---�-, ON SHEET „) ----- — — ------- --- — ---- O U T __ ^ CONCRETE ANCHORS O 16" O.C. 3 VARIES �+ O U T 6 1/2 MAX. SLACK EXTE OUT ( `"DR) HVE HVF** H V D LI1 rAA,. yy'L FLORIDA BUILDING CODE(Non High Velocity HUfriCOr1 _ Y 2017 TILTECO, INC. C 2017 EASTERN METAL SUPPLY, INC. ��CENSF•.''y ^ BERTHA TM Accordion Shutter Sy! ` I L ECO 1 N A■S■S.A. H.V. HARE #1 W/CR W/O FLV. WINDOW 8L �� •• *, TILUT TESTING k ENGINEERING COMPANY American Shutter Systems Y EV. N DESCRIPTION DATE DRAWN BYE 6355 N.w.36:n.St_S4,305.VMDCMA GARDEM,FLORIDA 531E Association, Inc. 1 OLD t 5-CBS 7/27/1 DATE: 07/ (305)671-1530.F0x: (305)671-1531 4268 Weslroods Drive 2 DRAWING s '" ••• G\ I1 .-mal:wLecd00R cam West Dalm Beach, FL 33407 3 L E� X111 ES-0006719 '7— `� FFF WALTER A TILL T Jr. P.E. 4 •arrF FLORD! x. a4167 5 SHEET P.E. SEAL�SIGNATURE/DATE s 8 OF ALTERNATE INSTALLATION W HV "T" LOCK HV MALE FEMALE "T" LQCKS CENTERMATIES LOCKERS W (-1) HV BLADE crE END CONNECTION DETAILS ON SHEETS 10 8 18 INSTALLATION n HV BLADE E%w.G G..ASS W HD CENTERMATES OUT tYi IN �''� RUDE QS"DETAR HW,INOICATED ON SHEET S. I qo°I'©•OqV �.7•®q �"E`L A5 JNNERSAL FLOATING 6GAOEmDETAr Hoo-Nvo. INdrJITED ON iHls sHEET,wr Y USED WRH TN6 At1ERNA SEE END WALL CONNECT L •®a©•®O1©•®" sn� Hvc w DETAILS ON SHEETS 10 ! I ©•O•®q©•O•®a � I ®•®q©•®q0•®a ® ®q® ®q© (aoas-ra ALL"/4'0 rur. a 35# 3 # AN QE r/x)1M~ATE 5n. # . L---_._--_-- -^-(OPTIQ/AL) � (fF1101W11) Np,o.1/Y�i I I,oaH'sw.s.0 12- FIN AT ua,HVNxE(1YP) I O.C.PUL LENGHR. # IN (�)H_V. (1)N.V. L 3 30 HV "T" PINS(TYP.) x�7.. PINS(TYP.) c� 5 a LOCK (INSIDE) 1E o p I ��1 - - --------- - - - - - /: 5 `J 2 L Jam, 8 -� OUT 31 OR 33 31 oR©2 31 oR© 3 31 oR( (2 1/4" 8-20 x 1 1/2" S.S.M.S. rl 3 * (OPTIONAL) *SEE NOTE 6 FOR HV Loch®. # W/ 7/8"0 x 3/32" WINGNUT. (OPTgwI)HDR—HVB OUT HOC—HVC 'f'LOCK,ON SHEET 5. SYMMETRICAL HD CENTERMATES SYMMETRICAL HD C N RMATE' ©0 HV "T" LOCK (OUTSIDE)— W/ LOCK (,EXTERIOR) W/ LOCK (INTERIOR) I SERIES 6M4 AUIEA�U1 2024-T3 ALLOY)URGE FLAGE THINHEET W-SERT,PMT 10620. 0- S ,%HUFACTVREO Rt AVDEL CHERRY ®a®• ^©•©°iExTORN,PARSIPPENY.NEW JERSEY 7031 OR Ep1AL. •®a©.®aO.®a 8 •®q®•0-0.6-0•® -41 O #YE N01[S PI LDCOtl 1 06®.M®TOGS O,9REi S V T^ ##tM ERSK nJIArm eLmO wA&HGD-me 6 VNA POR ALL CUND6MlES AARICU"S.IM KW Q HDD—HVD** TTG.'A JAiunu,�� FLOATING STACK P A• T FLORIDA BUILDING CODE(Non Nigh Velocity Hurriconl &� WC. ®2017 EASTERN KETAL SUPPLY. INC. 02017 TILTECO. BERTHA HV-!.4 0. 4 j A S S A Accordion Shutter Sys L ECO 1 N C. . . . . KY. BADE #1 W/OR W/0 H.V.NNDOW SL / j TIWT TESTING k ENGINEERING COMPANY American Shutter Systems EV DESCRWTM DATE DRAWN BY: ., �'@ Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/: Opt ,� 6355 N.W.360,.SL,SDA 305.NCG:HIA GARDENS.RORDA 3316 DRAWING I P' PNPH.:(3p5)e71-1s3o.FP. (.305)871-1531 4268 Westroods Drive 2 .ANAL EN�'� 1117 pce� .�e�9.�K" West Palm Beach. FL 33407 3 17-1 •. 'Et d WALTER A.TIWT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA U. 54167 5 SHEET 6 9 OF POURED CO RETE POURED CONCRETE POURED Ci POURED CONCRETE OR OR OR CONCRETE _ OR CONCR — REQUIRED T BLOCK WALL �� BLOCK WALL R RED f BLCCK WALL REQUIRED -- -- — -- BLOCK WA EXISTING GLASS —EXISTING GLASS 2" CONCRETE ANCHOR —EXISTING GLASS Tr 1) RAMI' O 16'O.C. Y MIN. t !- — NK SPWTKIN - —/——r—..� r-1• 1• — TO GLASS(SEE WK SEPARATION I MN.SEPARATION SCHEDULE ON SHEFT MASS ASS(SEE i I I MN EO I I EO TSC14DlAE ONO GASS(S1fE10 G T 1/16 1 Ex3" MAX. ON SHEET 19- SCHEDULE ON 94M i? SCHMU 11 FOR BLADE OAND 63-T6) CONT. BLADES k tON SHEET 19 FOR 1/2' ON SN ON SHEET 19 FOR ALUM. CLOSER BLADES O& �1 (LOCATE AT(a.� BLADES m&® PLATE. (LOCATE 1/2- / ` BLADE OF( R SIDE`! • \ I OF�) AT EITHER SIDE NN. t/2'MIN. � OF O) I 4 USE 1"OR 2' MAX. I - 11Dx1/2'S.M.S. I —� I _—_-- (AS APPUCABLE)x2'x1/6'xO'-2' I _----- /70x1/2" ALUMINUM CUP ANGLE - 16" O.C. / O 16'O.C. I (6061-T6 ALLOY) AT MIDHEICHf 4 (1) 110x1/2' S.M.S. TOQ& L L 1-'•� (2)1/4.9 TAPCONS ANCHORS TO \J SEE DETAIL X _ / WNAT 1'O.C. (LOCATE AT ' FOIS WALL SIDE CONNECTION I OR � LTTHER SIDE oFQ) (DOR Q�I' 1 OR SEE DETAIL X FOR-� O DR ®� TO TRACKS SIDE CONNECTION .�.©• 70.0.®•®w SEE DETAIL X FO 4 Ow©•07 w a 10 � a 6 7 w 8 10•®a ECTION TO TRACKS -0-T-0-(9)-U0•®"' �•0-0-Q'©•©w SIDE COO(T RACKS t0a®"'©'®w©•©w 10• L 6 7 6 7 �w®w© �©•©°, O.O•®w0.O•®a 6 •0•0a1)•0•6w (D-0-04).0-0- ©•07 '©"',r©���Oj1•®w ®'®"•©•®wO'®" ®.®a©.®�.©a END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL(3 END CONNECTION DETAI 4 REQUIRED ONLY FOR SPANS GREATER THA POURE RETE OR /r— —EXISTING GLASS REQUIRED BLOCK WALLEXISTING ►0l SEpAfbL71pN /10x1/2" S.M.$ --\1\7 TO GLASS(SEE O 16'D.C. ` 101.SEPARA,1p1 DSEE '------ _______= 1 BLADE ONO CONCRETE 1/2'MMI.SCHEDULE ON SHEET TO DULE ONMASS( ____ _________ ____ ©�®��OR ' '_____________ '/7 ON SHEET 19 FOR ANCHOR O—, 11 FOR RADE OAND - --------- ____ (gOR®OR(qOR\ CONCRETE BLA MO&O 12' O.C_ S BLADES O&Q ON SHEET 19 FOR ------ - OR) ANCHOR �-EO C O 16" r,--- 1/2' MIN. O.C. ^) --1 4 ----- r --EQ ->�MIN, ---- ©«R®-(9OR 2'MIN. 2 ANI. • SEE BBLADEM©ONNS OF SHEETU 9 FOR ©OR(DM(qOR(qOR(gVIEW Y 5 1 OR PLAN DETAIL X I OR & — POURED CONCRETE OR ®a©•Oa®w10-©a END INSTALLATION CONCRETE BLOCK WALL � 1 •®w®•�©•©a REQUIRED 10�®a©'®'©'©w ©•O•©a©•O•®a HV BLADE OR 16 HV WINDOW BLADE INT( CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL N CT N D © w©•® FLORIDA BUILDING CODE(Non High Velocity HUfriCOn( 1P. CEHS02017 TiLTECC, Inc02017 EASTERN METAL SUPPLY, INC. BE H T!/IL ECO1Nc. A,S,S,A■ Accordion Shutter Sys American Shutter S stems v N BLADE #1 W/OR W/0 H.V. 1MNDOw BL y EV N DESCRIPTION DATE DRAWTI 6Y TILL.IT TESTING k ENGINEERING COMPANYAssociation, Inc. I cD 1s-os; 7/v/1 DATE: 07/: LASS N.W.3614.A,Sb305,vIMaN1A GARDENS.RDIENIA 3318Phone (305)871-1530.Fox: (305)071-1537 a268 Westroads Drive z AAI a-mal: Ulteeo0od.comWest Palm Beach, FL 33407 3DRAWING t LE• ' WALTER A TRUT19. P.E. ' �— FLORIDA Uc.1 44167 5 SHEET E. SEAL/SIGNATURE/DATE 6 10 OF SCHEDULE it SCHEDULE #2 SCHEDULE #13 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-• (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND NOTES, rrulrwuTL% 0 & ® or or INSTALLATIONS W1 W 9 CONCRETE & W000 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or (D or or & & yy/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or ®or ® L-: MAX. ALLOWABLE SPAN FOR A GNEN NEGATIV CENT®MA 28 29 W ONE W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C, D. E. M. N,S. P, 0, A.S.D. DESIGN PRESSURE RATING. ® / ® ODS MOUNTING F. K & L R, S, & V. FO-T" LOCK 30 W/TWO LO NG (SEE NOTES t.1t) (VALID FOR MOUNTING RODS 35 TOP & BOTTOM EE SHEET 7 © FLOOR CEILING (2) PROCEDURE TO DETERMINE MOR FL SPAN F( NIJ CC + /� ) / G. H. I, 11, J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUf GONCR & WOO INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING law"A1 —.w T INSTALLATIONS & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATINI ssSLLIM WALL MOUNTINC PRESSt"I DETERMINE MAXIMUM SPAN 1+' FROM SCHEDULE. P 111µy MOUNTING rL00R/CEILING ,u� W RAS FLOOR/CEILING MO PANG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATIN MOUNTING (c.s I.) FLOOR/CE0.1NG MOUNTING (p�.IJ (+ON-) OR L.pR_) (�OR_) FLOOR WALL MOUNTING DETERMINE MAXIMUM SPAN Z-" FROM SCHEDULE. L+ (W L-(II) L♦ (A) L-(A) L 4 (N L- L 1 (111 L-(A) 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR 30 OR LES 16'-0" 16'-0" 16'-0" 16'-0' 30 16'-0' 16'-0' 30 16'-0' I6'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO TH 105 psf. A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN -L+'AND "I 35 4'-10' 15'- " 35 14'-10' 14'-10" 35 15'-2' 16'-10" 40 13'-10" -,0 14'-2" 15'-2" 40 1}'-10" i3'-10• t 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FO 413_ -1 45 13'-1" 13'-1' 45 13'-4" 14'-3' t HV CORNER CENTERMATE /3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5' 12'-8' 13'-7" 50 12'-5' 12'-5' 50 12'-3' 13'-t' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 it'-1o' 1P-10" 12'-1" 12•-11' 55 I1'-10• 11•-10" 55 11'-1' 11•-11" SHALL BE AS INDICATED ON MANDATORY CONDITIC>< FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4" 11'-4" 11'-T 12'-4' 60 11'-4" 11'-1• 60 10'-2' 10'-ii' NOTE )'5, SHEET 5. RATING: 65 10'-10" 10'-10" 11'-1" 11•-11' 65 10'-10' 10'-10" 65 9'-5' 10'-1" DETERMINE: L1+a MAX. SPAN FOR WALL MOUNTING INSTALLATIC 70 10'-6" 10'-6' 10'-9' 11'-5' 70 10'-6- 10'-6' 1 70 8'-9" 9-4" L2+- MAX. SPAN FOR FLOOR/CEIIJNG MOUNTING 75 10'-1" 10'-1" 10'-4' 11'-1" 75 10'-1" 10'-1" 75 - 8•-9' tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10" 9'-10' 10'-0" 10'-9' 80 9'-10' 9'-10' SPAN 'L+"OR 'L-*AND MAXIMUM A.S.D. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6" 9'-9' 10'-5' 85 9'-6" 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3" 9'-5' 10'-1' 90 9'-3' 9•-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS' DETERMINE: 9'-0' 8'-9" 9'-2" 9'-IO' 95 9'-0' e'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING L,-= MAX. SPAN FOR WALL MOUNTING INSTALLATIO 95 958•-g' 8'-4' 9'-0" 9'-7' 100 8'_g• g'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEKAG MOUNTING 100 MOUNTING OON SHEET 7. INSTALLATIONS. 105 W-7' 7'-11- 8'-9' 9'-4" 105 8'-7" 7•-11' 110 8'-4' 7'-7" 8'-7' 9'-2' 110 8'-4' 7'-7FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8•-2" 7•-3" 6•-4' 115 8'-2' 7'-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN L,+', 'L2+. AND 'L2-' 120 8'-0' 6•-11' 8'-2" 8'-9' 120 8'-0' 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINK MAXIMI 125 7'-10" 6'-8' 8'-0• 8'-5' 125 7'-10" 6'-8' ALLOWABLE SPAN AND NEGATWIE A.S.O. DESIGN 130 7'-8" 6'-5" 7'-10" 8'-1' 130 7•-8• 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2" 7•-9" 7'-9' 135 7•-7- 6'-2• WIND ZONE SPACING. 140 7'-5' 5'-11' 7'-7" b6'- 140 7'-5• s•-„• ASTM E-1996 SEPARATION 145 r-3" 5'-9• r-5- 145 r-3' 5'-9" TO GLASS 150 7'-2' 5'-7" 7'-4' 150 7'-2' 5'-7' 155 r-0" 5'-5' r-2' 155 7'-0' 5'-5' 1 THRU 3 1" 160 6'-11" 5'-2' 7'-1' 160 6'-11 5'-2- 165 61-10' S'-1' r-0' 165 W-10' 5'-1" 170 6'-9" 4'-11' W-11' 170 6•-9" 4'-11' 175 6•-T 4'-9' 6•-9" 175 6•-7- 4'-9' l I�� HV BLADE 180 6'-6' 4'-8• 6'-8' 5•-10' 180 6'-6' 4'-8' 185 6'-5" 4'-6' 6'-7' 5'-8" 185 6'-5" 4'-6' 190 6'-4' 4'-5' 6'-6' 5'-6" 190 6'-4' 4'-5' 195 6'-3' 4'-3' 6'-5' S'-5' 195 6'-3' 4'-3' 200 6•-2' 4'-2" 6'-4" 5'-3' 200 6'-2' 4'-2' 205 6-, , e T s-1 205 6-1 ,v FLORIDA BUILDING CODE Non High Velocity Hurricane .............. "017 nLTECO,INC. C2017 EASTERN METAL SUPPLY, INC. vwENER "Y", 1 L ECO A S S A Accordion Shutter Sys 1 N C. ■ ■ ■ ■ H.V. BLADE #1 W/OR W/O H.V. WINDOW BU ' * American Shutter Systems �'•, � TILLIT TESTING k ENGINEERING COMPANY Y EV. N DESCRIPTION pAtt DRAWN er:M Q Association, Inc. I c_D 15-D8s 7/27/1 a1E: 07/: 6355 N.W.]6N.St.,SU.305.VIRQNN GARDENS.FLOPS&33, 11 Phone:(305)871-1530.F..:(305)671-1531 4268 Westroods Drive DRAWING 1d e-m I:Otec0000a.com West Palm Beach, FL 33407 3 '7_ sLS1R WALTER A.TTILUTIJ9r. P.E. 4 FLORIDA Uc.#44167 5 SHEET P.E. 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DES!nr NEG Thi PRESSURE RATING h`})A CORR-UMDLNG MMITING TYPE FOR CONUCE OR CONCRETE BLOCK INSTALLATIONS (sEE MOUNTINGS E G.&H ON SHEETS 6&7) 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: 9'OUIWD 01X4CIaTt;/COML7aTE Bldgt POUIRO OONdE7E (A) TO EXISTING POURED CONCRETE: (Min. Fc - 3 k0i) OWALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 1/4Y TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Fc- SP/9NANCHORS SPACING LEGEND - 1/4'0 x 3/4•ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Min. Fc - W ffem WGM P ORO NECAfi¢PRESSURE RAnK OEM NMW���� TAPCON OR - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min.1 � 2 ksi) b b 60 75 90 120 160 205 b b e0 75 90 .20 160 205 30 b W 75 90 120 150 205 TAPCON WITH ADVANCED - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPEC is 9 • s ft 12 / 8 e a 6 e 14 1 to 9 6 THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOGA 3'-0' 14 12 f0 9 a a 5 6 14 12 10 9 6 8 6 0 1♦ 12 f0 9 6 a • 6 (Min. rc 3 ks�) ALL POINTS SOLID-SET OR f♦ 12 10 9 8 8 6 6 1{ 12 10 9 e 8 6 6 14 12 t0 9 8 8 6 S BLUE TAP W/CAP NOTES: 14 12 f0 9 D a 6 7 1{ 12 f0 f a 6 B 6 14 12 10 9 6 8 6 6 TAPPER+ A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS ANI 14 12 10 9 8 7 S.3 33 14 12 10 9 8 8 6 6 14 12 10 9 a 8 6 S 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 e 6 6 14 12 f0 9 f e 6 5.5 14 72 10 9 6 8 6 ♦ 14 12 10 9 0 e 6 43 14 12 10 9 5 6 4 ]3 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 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 53 14 12 10 9 8 8 5 43 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 f0 9 7.5 S5 33 - 14 12 10 9 8 e 6 S 14 12 10 f 8 7 5.5 4 •5¢uyTA170rt5 OF USE FOR EXIST. AND 1'MINIMUM FOR WALLS WITH NO STUCCO. /4 12 10 9 a a 6 6 14 12 10 9 0 8 6 5.5 14 12 10 9 8 8 6 43 MADE iX ON SHEET 19 5-0' 14 f2 10 9 8 7 a - 1{ 12 10 9 0 6.5 S 3S 1♦ 70 a 6S S 3S 3 A3) IN GSE 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 s.5 - 14 12 /0 9 • 8 6 4.5 1t 2 IO 9 6 0 43 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SLID WALL FINISHES. ANCHORAGE SHALL BE AS INC if 12 90 7S e.5 a - - 14 12 10 9 a a 6 { 14 12- 10 9 6 6 4.5 3S NOTES AI &A2 ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EKS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINE 6•-0' 1♦ 12 10 9 e 8 6 - 14 12 t0 0 e e 6 5 14 12 10 9 a a5 3 J3 INSTALLATION INTO UFS WITH METAL STUDS SEE SHEET 20. N 12 10 9 7.5 5.5 3 - 14 12 10 aS 7 5.5 ♦ J 14 12 8 6.5 15 4 3 - 14 t2 10 9 8 6 - - 14 12 10 9 8 0.5 S 14 12 10 63 6 S { - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) i{ 12 • 6.S S.S 3 - 14 12 10 9 a a5 4.3 .7 14 12 10 8 7 S 4 J - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. 14 t2 10 9 6 a - - 1♦ 12 10 9 6 7 S { 14 72 f0 9 73 S.S a 3 - 1/4'0 z 3/4'ALL POINTS SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. 7-0" 14 12 10 a 65 4 - - t4 12 9 7.5 6 4.5 3-5 - 14 0.3 7 53 13 !.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 1♦ 12 10 63 7 ♦ - - tf 12 f0 9 7.3 SS 4 - 1s 12 9 7 73 45 - - - 1/4'0 TAPPER♦ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECL 14 11 7 5.5 4.S - 14 12 10 9 73 SS 4 - 14 12 9 7 6 ±-_5 J - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIAT 8.-0. 14 12 10 9 6 6.5 - - 14 12 f0 9 6 6 4 - I4 12 10 6 6S S 3.5 - NOTES: 14 12 a3 7 5.5 3 - - 14 12 6 63 15 4 3 - 2.s S 6 S ♦ 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4'AND 14 12 9.5 73 6 14 12 f3 6 64 S - - 14 12 e 6 83 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 13 11 6.3 S 1 - - 14 12 10 a 63 S - - 14 6 a5 3 4 - - 9. 14 12 10 f 6 - - - 14 12 /0 9 73 4S - - 14 83 7 33 4 - - B.2) MINIMUM EMBEDMENT OF 1/4'Y x 3/4"ALL POINTS SOUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE B 14 111.517-51 6 4 - 14 11 7 5S 5 3.5 - - 11 • 5S 4.513.5 - - - EMBEDMENT INTO STUCCO SWILL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOU 14 12 • &5 43 - I4 12 63 7 5.6 { - - 14 03 7 S3 6 4.5 - - EXIST,AND t"MINIMUM FOR WALLS WITH NO STUCCO. [14 53 4 - - - - 14 12 9 7 6 43 - - 14 Il 7 S.5 43 JS - 12 10 9 741 - - - 14 12 10 a 6.S 5 - - 14 12 8 6 S 4 - - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLC 10•-01 7 S 3.5 - - - 13 93 63 3 ♦ 3 - - 10 7.S S 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SND WALL FINISHES. ANCHORAGE SHALL BE AS INDY 11 73 SS - 14 1.5 9 5 S 4 - - 23 93 6 S ♦ 4 - - NOTES B.1)& B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR UFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEI 6 S - 14 12 8 a3 5.3 ♦ - - 13 f0 63 S 4 3 - - FOR INSTALLATION Dn'O E65 WITH METAL STUDS SEE SHEET 20 12 10 - - - - - 11 12 9 1 6 43 - - 14 OS 7 5.3 43 33 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER93 S 12 0 6 4.5 4 3 - - 9 7 43 3S 3 - - - tO 7 - _ - _ - 1f 0,5 7 S5 f,5 - - - 13&3 5.3 4.5 75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 743 - _ _ _ 1{ 1.5 73 e 3 - - - 12 9 6 4.5 ♦ _ _t� 0• 12 10 - - - - - 1♦ 12 8 63 53 - - - 13 t0 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: [�4 BS 4.5 - 11 8 SS 4 33 - - - e 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FCR EDGE DSTANCES INDICATED BELOW. FOR E.D.LESS TWIN THE INDICATED.REDUCE ANCHOR SP 6 - - - - - 13 9.0. a3 S ♦ - - - 11 a 3 4 - - - - REDUCEDBY -LYING SPACINGPACING OBTAINED OWN USINGFACTOR SHALL NOT BE LESCHEDULE 13Y THE SS THAN NG CMIINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. - - - - - - it 03 7 15 ♦3 - - - 11 a3 5.3 1S AS - - - t3'-0' ! _ _ - _ - 1{ tS 73 6 S - _ - 12 9 6 ♦3 ♦ - - _ FACTaR 10 73 S 4 3 - - 7.5 &S4 ! - ACTUALEDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W CAP TAPPER + O.S - - - - - - t2 9 6 43 • - - - 9.s 7 s • - - - - THREADFORM TECHNOLOGY � MIN. SPACING - - - - - - 13 9.s " s - - - - 0.5 73 5 ♦ - - - - V BLADE OR DICTANCE 12 - - - - - - it OS 7 SS - - - - 11 63 6S {.S - - - - E.D. MIN. SPACING 3" MIN. SPACING = 3" MIN. SPACING- 3 1/2' MIN. SPACING 3• 3 3/4 4 14'-0' 73 - - - - - - 9 7 s3 33 - - - - 7 s u J - - - - V BEAD W OURED CONCRETE& Pam cnnasFE aorrffTE BI= POURED CONCRETE& POURED CONCRETE&Pa16D CONCRETE omaa ETE• - - - 11 a S.5 ♦.3 - - - - 9 a3 4.5 - - - - - 1 HV W)N O CONCRETE BLo17( E.0..3 1/2' I&L FJl•2 1/2" CONCRETE BLOCK CONCRETE BLOCK1&a ED.•3 1/2' E0. IML ED.•r MN.EA•3 1 MH ED.•r- - - 12 9 6 - - - - - 9.5 7 4 - - - - - • 1.0 0.90 1.0 0.79 1.0 0.84 1.0 -o" - - - - - - u 10 6s - - - - - 0.5 e s - - - - - BLADE WORKING6.s • - - - - - IN UNISON ♦ 2 1/2• - Det to - - a167 t.o - - 03 a s 2• - 0.71 - - - 031 - t3 a3 33 63 1 3�4• - 0.91 _ _ _ 0.43 16'-0' 14 _ _ _ _ _ _ - 23 9.5 6 _ _ _ _ _ f0 73 S _ _ _ _ _ _ _ _ - e 4 - - - - - e 035 p,3 - - - - - - - 9.5 7 5 - - - - - 6 9 4 - - - -* FLORIDA BUILDING CODE( on High Velocity Hurr'ocom 1111 02017 TILTECO. INC. ®2017 EASTERN METAL SUPPLY, INC. BERTHA H_1�r7 ESS' `� ASS A Accordion Shutter Sys * O, I L ECO 1 N c- . . . ■ H.V. BADE #1 W/OR W/0 FAV. 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