Loading...
HomeMy WebLinkAboutProduct Approval i 11612021 Florida Building Code Online (I MOO bd BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts Publications Contact Us aC15 Site Map ? Links I Search ] � � I Product Approval usew Public User dl-bpr y/ produce Aeamval hl^�u>PMduct or Ap(�IICat10n ar sech>Qgnlication List>Appliratloe Detail y�41/ FL FL389-R10 Application Type Revision Code Version 2020 REVIEWED Application Status Approved CODE WtAPUA'N`C Comments l - r'OUNTY Archived ST■ LUC EDDD Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley irodriguez@easternmetai.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 the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Managem�nt Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. -- Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA BLADF11 pd �11� ®��' FL389 R1.b C01 C01 ASS 131 ADE1l 2. P e FL389 R10 CO g0j I ASSA 6LADE3!odP " Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code wwwfloridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d 1t3 1/612021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 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 20-165 and bottom)for storm protection Limits of use Installation Instructions Approved for use in HVHZ:No FL389 R10 II DRWING ASSA Bi ADE3.odf Approved for use outside HVHZ*Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-3"for 40 psf FL389 R10 AE PER ASSA BLADE3 P f positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,W-11"for 55 psf HV3 blade w/window blade working in unlson.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. Fn, Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades reta ne V tracks(tap `Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection s of Use Installation Instructions ved for use in HVHZ:No FL399 RIC 1I DRWING ASSA 13LADF1,pd oved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. ct Resistant:Yes Created by Independent Third Party:Yes gn Pressure:N/A Evaluation Reports r:Large missile level"D".Max.Span is 16'-0"for 30 p.s.f 0089 Rio AE PER ASSA RLADEI.ive ASD load depending on centermates and locking rod Created by Independent Third Party:Yes uration for the HVI blade,W-0"for+64,-72 p.s.f.A.S.D. or HV blade for Keystone mountings 7'-0"p.s.f.for metals ountings and 8'-0"for 110 p,s,f.for HViA working In .See sheets 7,11 and 20 respectively of Installation ngs for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades reta ne y ac s(top COMBO-(Nan-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No r1,3a9 RIn II DRW ASSA BLADE1 2.pCf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load FL389 Rio AE PER ASSA SLADE1 2.Pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively eacr; next Contact lls;;2 01 01airrStone Road,Tallahassee R 32399 Phone'850-487-1824 The State of Florida is an AA/EED employer.CKy_rIIeht 2007-20t3 State of Florida. Privasy statement::A¢esslbillty Statement::Refund Statement Under Florida law,email addresses are public records.It you do not want your e-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mad.If you have any questions,please contact 850,467.1395."Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided maybe used for official communloatlon with the licensee.However email addresses are public record,It you do not wish to supply a personal address,please provide the Department with an emall address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S„please dick hero Product Approval Accepts. ® eCraw t-� Credit Card sate www.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaLBB7Zzg%3d 2i3 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EDIIION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALT_NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-16 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 7-16 SHALL BE F1RST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(1)& QA 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 SHEET 1 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 hM USED IN THEIR SYSTEM.COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 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 ATL REPORTS: TYPICAL.SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 #0214.01-03,00715.01-03.#1004.01-05.#1214.01-05.#0317.02-06, #0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2& HV 13 AD Ib AND HV WINDOW BAD hAl AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW-BIADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND® 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADE,( ET AND HV WINDOW BLADE IS ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHE 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14.2.75'AND$140.75'RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 k9i TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEMTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS,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 6053-T6 ALLOY IS 30.0 ksi AND 35.7 Teal FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 5005-T5 AIA,OY.,ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 AI51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k.1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRErE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-3D7 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kSI MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE t�: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE(D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERER,IN WHOLE OR IN PART BY U.S.PATENT B5.458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VMFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE 1t1A1 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL,SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLApE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALT.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 SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS 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.(a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.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. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED Bf 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 RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone 11�LII 02020 TILTECO•INC. ©2020 EASTERN METAL SUPPLY.INC. °� .A.:... , BERTHA HVTM '- A���S�A� Accordion Shutter System r F' • I L E C O I N C. KV. BLADE#1 W/OR W/0 RV.WINDOW BLADE No.447 7 _ American Shunter.S stems - TILLIT TESTING & ENGINEERING COMPANY y Y REV.N. DESCRVRON' DATE DRAWN.BY. `M.P 3* S355 N.W.36th.St. Ste.305.YRGPNN GWENS.TLOMDA 3316 Association. Inc. I OLD 17-107 7/2/2020 DATE: 7/2/2020 STATE C -,e;. Phone;(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 - u rtwl�O1006®9I CeT West Palm Beach, FL 33407 3 DRAWING No -i�iC''•; �ORI WALTIJT A TILLR Jr.P.E 4 ZO-164 ,G L/SIGNATURE/DATE FLORIDA Uc.B 44167 6 SHEET 6 1 OF 20 3'.FOR E® it VARIES 1.491' 2- 1.918' 1.200' o .09� T-ZS t C 1 1 4.371i 334. 4.385 o 4.857' 4.999' py 1 I D F_- , O}1V 90'/18Q• STARTER3OHV UNIVERSAL FLOATER COVERED UNDE PATENT# 545817 OR USE W/ QUALIFIED FOR USE W/ HV BLADED ®HV QUALIFIED pIRECT MOU T HV SLADE1 HV O t 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 LAE 6063-T6 ABLAYD AND TEMPER •37 '' I 6063-T6 ALLOY AND TEMPER 3.226' 1.50" / (TYP.) _ Il 2.670' _ in 3�556" 6 .1.000 H .670' 2.226' n � 072 � •994" 842 N o O 4.897' o/ n .815" .092" O7 HV ADJ. ADAPTER WAIP 4.436" 12 r n 0.072" 0.072" 0 1.375' C QUALIFIED FOR USE W/ HV 8O HV WALK-OVER TRACK �'920 L J BLADED QUALIFIED FOR USE W/ HV 9O HV TRENCH TRACK©HV ADJ. FLOOR TRACK 4z55 QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE C1 QUALIFIED FOR USE W/ HV 3.7so' BLADE 1 _ 6063-T6 ALLOY AP0 TEMPER E(1)ONLY. 1� HV RAINGUARD 6063-T6 ALLOY I TEMPER n VARIES o' 60 -T6 ALL AND TEMPER QUALIFIED FOR USE W/ HV a 1.936' 1 1.915' BLADE t�1 b ox 1 917' Mo. ARIES 1.936, 6063-T6 ALLOY AND TEMPER 0 053' 083' .083' $ .083' 03' .093' .10" c� �I of n mi 25„ N .060" n 91`0. -060' _1 - $� :06D' .00'o n 670 ejo .093' .03'of -cy 670 1-68V $ ?Pp;�1 670 - 3.520 0 3.520' I 3.529' .� 670 �Jr, a 101 HV-CEILING HEADER i�j HV HEADER�SILL 13 HD CEILING HEADER/SILL 03 9 QUALIFIED FOR USE W/ HV BLADE(1 ONLY, QUALIFIED FOR USE W/ HV BLADE 1OONLY - SEE SECTIONS FOR VAUDITI'- 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1O 14 D EA SEE SECTIONS FOR VALIDITY. Q FlED FOR USE W/ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER E Q ONLY. X 6063-T6 TEMPER T1 _ MN.X MN Y MN.k COMPONENT A 8 71 T2 I : F1X Y t - 1' 1' .062- 2" 2" 0.725' Q 2' S"MAX. 1/8" 1/8' 3' 3" 0.090" �� 18 2" 5"MAX 0.192"' 0.192" L__X 161 SIDE ANGLES 20 CORNER POSTS QUAUFIED FOR USE w/ Hv ALUMINUM-ANGLES 19 2s• 7°MAx 0.190- QUALIFIED FOR USE W/ HV 0.190" BLADE 10 QUALIFIED F0 USE . HV BLADE(D 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2' 5'MAX. 0.139" 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``, i1111,�IIIW �7G 02020 TILTECO,INC. ©2026 EASTERN METAL SUPPLY,INC. EN l�j`i9 A.S■S.A. BERTHA H r TM Accordion Shutter System No.441 7 KV. BLADE#t W/OR W/O KK WINDOW LADE TILLIT TESTING & ENGINEERING COMPANY American Shutter S stems YREV.No OFSCRUfION GATE DRAWN BY: tLP 6355 N.W.36M.5.Sta.305.MRINNA GNID04.FLCWDA 331 Association, Ina 1 OLD 17-107 /2/20 DATE: 7/2/2020 STATE 0 a��lO/Ji(� Phone:(305)571_1530.F..:(305)871-1531 4268 Westroods Drive x - '.�p'••• F e-ma9:671eeo0ad.wm West Palm Beach, FL 33407 3 DRAWING No �ORID CA-0006719 F' •........ 20-164 DNA4g�`SEAL/SIGNATURE/DATE iioftmi u B ad, E s SHEET 6 2 OF 20 4.660' 4.576" 745' 2.293" 9 9' 1/t'-20x1 1/4'-2O DIE CAST r I- MT HFAD iHRCARD 7 -20 W.7745 ( ' HOUSING'"A"EL1is) 9.xED Purmn DIE CASE HOUSING ENAMEL ! © - &NOD PAINTED c r mTURN875 LL 4• qI 0.4s, .- _� LBRASS CYLINDER \-BRASS CYnUNDER RNLA G^ m u• PLATED) (MROME (CIMME PLATED) 21 C M QUALIFIED FOR USE V BLA 1 & ONLY 22 HV FLOATING CENTERMA\s� �,�• =s�; 1.325' 4" 6063-76 ALLOY AN EMPER QUALIFIED FOR USE W/ HV BLADE(1)& ONLY O/� 1023" 875 �' Q®FlED�OR�USE W/ HV ®QUAUFlED FOR SUSE OC HV 6063-T6 ALLOY AND TEMPER QUFlED OR USE W/ HV BLADE 1 ONLY BLADE 01 & ®ONLY. asD'o.D. BLADE 10& ONLY. .I 45 2.874' 6063-T6 ALLOY AND TEMPER O .518' 18' 11 .7S6' .9 PLASTIC D T 4.at5' 2' MOLDED TO nI w a 2.079" 1.753" 1I�'�(� t WOE NI pb'6 fA • I 360'AFTER RNEHNG 0s• in_ in Lq /4"�-20 x 3/4" BEFORE RIVETING 4"0-20 RIVNUT* S.S. THUMBSCREW1/*SERIES 9444 ALUNUM(2024-TS AL1OY)LARGE FLANGE THIN 9r NUiSERT MI,PART g 0820.AS MANUFACTURED BY AVDEL PLAN FRONT ELEVATION ® V M L " " LOCK CENTERMAT 4.566' MERRY TD(TORN,PARSIPPENY�NEW JERSEY 07054 OR EQUAL © _LOCKER FOR "T." LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1)ONLY �- HV FEMALE "T" LOCK CENTERMATE ® 14V "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 1QONLY �ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR QUAUFlED FOR USE W/ HV BLADE W/I.IV BLADE ONLY. BLA DE ONLY. 1 USE W/ HV (1 01 0 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 1.917 1.977, �`•�" 3.161 a 432 .03011 THUN87llRN .214' � aaalll 063 .062' E • CYLINDER R to 214' m KEY CYLINDER .545' c m iv' u • n 0.875,mi.. nI •� �O �I 1 .125"Max. 31 D 0 LOCKING ROD ® HD CENTERMATE W/ LOCKING ROD 405 m " g' O°o o QUALIFIED FOR USE BLADE(1)& A QUAUFlED FOR USE W/ HV BLADED& �1Q .eDa"6063-T6 Y AND TENPE ® HD CENTERMATE'S INSERT VARIES.ND MIN. 6063-T6 ALLOY AND TEMPER of unmi QUALIFIED FOR USE W1 HV BLADE D& j� � 1/t'o-zo sS.oR S/e'e-ts 1.130' rISERIES MPER -ACETAL TNUMBSCttEWs. q I THUMBTURN P.(SEE DEMIS) 15' n 0° - DOR KEY1.57 Min. CYLINDER LOCKING RODS �� t.7e'MoQU RED FOR USE W/ HV BLADEQt -.375'0 1;W1 HD LO�C 63-T6 ALLOY AND TEMPER HV 38 �-16 ACETAL SI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. INSTALLA L REQUIRE A 7/1 HOLE THUMBSCREWS THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& oA D 11 I FD AT TRACKS FO EDMENT QUALIFIED FOR USE W HV BLADE 1 ---QUALIFIED FOR USV BLAD 1 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ````SPA 1.••:• ?1/111'' 02020 Rl7EC0,I ®2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM L E C O �N�. A S S Accordion Shutter System N0.44 67 ■ ■ ■ ■ Hv {�BLAADE 1 w/OR w/o Hv WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY AR16rICa11 Shutter Systems •N DESCRIPTION DATE DRAWN BY: M.P s�: Z .• STATE I F 120-ZO GM N.W.36ft SL,S..W5.VIRMA CAIM ,FLORIDA 3316 Association, Inc. t I CLD 17-107 /2/202 DATE: 7/2/2020 Z No 'Al : Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 .• ORI .C^� � a-maCA-00007 91.aon West Palm Beach, FL 33407 3 DRAWING 2() �64 / S ZONAL•'\ (� WALTER A TILLIT.J,P.E. 4 i7j�AA�/�NAt EL ���\ FLORIDA U./44167 8 SHEET W.E'. SEAL/SIGNATURE/DATE B 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 41 3/8• 1 12'TMx,,'C PCE SULLADE 0625- 1Q HV BLADE 1 40 3 ! I 9GE 1A ta7s �- =—�j HV BLADE 1A ram HV WINDOW BLADE 0625' •0625U .0625' ��CTK)N X-X HV LONG RECESSED NYLON BUSHING I z� I �, KNUCKLE maPENIn oszs �1675" Y �* 3 I (TYP) - 0.0625, i ® HV SHORT RECESSED NYLON BUSHING I ��� 4 HV NYLON HAT WASHER :1 OR , w o FLAT PORTION_ I R1.7 OJ>✓/ ® ® In i I `1AOE / 3750" ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I\ N.47 4 I i / 0.870"x3/16" THICK NYLON WHEEL. C:' I' I �� f i�1TT�T � z 7/8'e1w. I��. HV YIINDOW n CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS I- 3t5"m sEPARAHON o3.ao BETWEEN .0625"J 3.7500' ®4 HV 1 3 4" ACCORDION PIN W 8 HEAD * �' - BLADE J, $5 NTER �.0625" / / i EXTERIOR m OPENINGS / ON C 3/4" :`MON ®3 HV 2 3/4"ACCORDION PIN W/ #8 HEAD * 41� a7�' � I �I- - � I z 1/a' 75ta�oR�LaN1zt ' +{ ' '-1 CLEM 4 POLYCAR13ONATE IMPACT RESISTANT HV WINDOW _ 7 -'—(• TYPICAL HV WINDOW BLADE AND r s A POLYCARBONATE HV WINDOW DETAIL ®3 111 �OR (a ® or @ REQUIREMEE NOT ENTS) I i' OOR ® i LL $:POLYCARBONATE IId_ACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE I I 12-MIN.C ,CE RESINS, UV—STABIUZED GRADE OR SABIC * p S Y TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN i " I I I (SEE NOTE "F" ON SHEET 19). O OR � � I ® - (1) HV.PIN ® o SHALL ALWAYS BE USED AT ALL EXTERIOR 3® N OWE i //''�� 1 i (3 I POLYCARBONATE SOURCES FOR 4 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR i EXTERIOR � - Rcv,LT HV ® BLADE. TYPICAL SHUTTER ASSEMBLY I TYPICAL 6 SrA _ N..S. 1HV PIN©2 OR�a3 AT RD"ER fZ —:-I m'R (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR 11""�""m m a� BLADE'S KNUCKLE. 80Sidf: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.524" (SEE NOTE s FOR SPEORC QavRr ASIM met 0.00 mAd 0.w3 m� BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. aqT�,,.�1 ® 3 REQUIREMENTS) 04 I� i lyp. i TayslE TIE1D SIRENCIH A51M 0635 9,100 pv.L 9100 P.vl, I I FLOMAL STM2 AT TELD AM 07M 13,500° L 14400 p,:. (3) HV PIN ® OR ©3 W/ 1/2" O.D. 1/16" THICK 5.5. WAS � ®. i I I E1Ex RA uDw ws Asn2 DM3/0.000 0.�• N5.000 pvl SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, I L�acT SHEET OO i I RRoccNm aDo MU 0256 'a rr-m/ti 17 WHEEL CARRIAGE DETAIL DS310KE AMU 02643 a2.2: wa: ux N.Ts. ASSEMBLY LAYOUT RATE or taAevx AMDoss C-1 CLASS C-1 CLASS SBF 14 Mm ASTM D1920 low M M T �)w,, - AM 0155 TUMLE STRDICIN AFRR WEAT,0Z LC ASTM 636 9302 p.Ai. 6610 Pv. n HV BLADE_ SOLID & (AA HV WINDOW BLADE DETAILS sty "."'"°"` �I"636 '"" N.T.S. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. l�uu,, BERTHA HVTM ��cE q S S A Accordion Shutter System• F' L E C O i N c. ■ ■ ■ ■ H-v RAM y1 W/OR W/O KV WWN MADE N0.4q'6- — American S6ufter Systems REV.N DESCRIPTION DATE' DRAWN BY: MR * TILLIT TESTING & ENGINEERING COMPANY .. w55 N.W.36th.fit..St.M.MGM EJADatS.ruoR 3316 Assooiaf)on, Inc. 1 OLD 17-107 /2/20 DATE. 7/2/2020 �'•, STATE F F� Ph-:(3os)an-1530.r9X:(3os)e71-1s51 4268 Vlestroads Drive 2 DRAWING No 6-m99:10tae5701'9 eom West Polm Beach, FL 33407 3 20-1 64 •, F CA-0006719 �ORI, I WALTER A TILLTT aT.P.E. a . �,&L/SIGNATURE/DATE RDA uo.U aat67 6 SHEET OF 20 uuuw �® � -NOTES ON HV LOCKS AND CENTERMATES: A a C a �a 1 M N 5 T u I ®,®o.l,�•®a® 1 �OATOR)t CONDITION/1: ONE HV LOCK 18 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ! I (� OR 12'ABOVE OR BEy,OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS-AT ANY 111 I ELEVATION. HV LOCK( or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO V OR 1 11 CENTERMATES W/(2) 1/4'0-20 z 1/2"'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 16��: Y 2. ONDIT190 1:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR q9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. De� 3OPTIONAL CMMON J2 MUD ONLY WHO I"PMIZY CONDITION #1 OR LIMITED MAND H -N L IS USED 1j♦(/1Y10 H.V- LOCKS) LOCKING RODS 0 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° Q4 5oR 6oR 0oR 4 dw BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS�OR AN ALTERNATIVE DEVICE v / MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). IF ,l, v 4. ►UNDATORY CONDITION/2.ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN o - AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SFIALL BE USED AS AN OUTSIDE OR INSIDE LOCK, " Ir ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2 LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS o Noc-Hvc 'I AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. y— fI MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON.SHEET 12, 5., OR 22.:ONE ALTERNATE HV LOCK Q6 MAY BE USED IN LIEU OF HV LOCK 93 or qY FOR ANY SPAN AND t ggpg33 s � INSTALLATIONS AT ANY ELEVATION.ALTERNATE LACK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT / x�1A�� „G � NDa- = OF 1/4'0-20x3/4"S.S.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. 'dam RIVNUT AS SHOWN ON SECTION HVE,SHEET B. ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO B ; LOCKS AT 1/3 OF SHUTTER SPAN. Y ®' 6.MANDATORY CONDITION+3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK®or®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 9W,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END - M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION 1 rr' OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAIL$ON D F E H SHEETS 10& HEIGHT. FULL 11 �� *NOTES ON HV "T" LOCKS AND 'CENTERMATES:.. OF CORNER 1 . SECOND ALTERNATE TO MANDATORY CONDITION °ED M0°1 CENTERMATE �$;ONE ALTERNATE HV-r LOCK Gd MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND QoR®�©+OoA®ox 10�O3 o1+ fJ VAUD ONLY FOR Hy IT*LOCK n.OD CENTERMATES a AND II&ALLATION AT ANY ELEVATION.ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9.WHICH MUST BE 10*05 cn 17+O3 a 1©+©w CONNECTED TO CENTERMATES @ AND®W/ 1/4-0-20 z 1 1/2' LONG S.S.THREADED BOLT W/7/8"0 x 3/32' O+ +© O O+O WINGNUT OR W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4'0x 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 7 1 oR 6 + 7 8 w MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. 15•®aR 1�3+ 8�ax®.17 a+ . ®+®�OO•©"19+�°"�+® *NOTES ON HO LOCKS-& CENTERMATES: 1. HD LOCK W/HD CENTERMATES31 OR(t3 W/CENTERMATES 31 OR(t3 W/�: ONE ALTERNATE HD LOCK 3@ MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS V OR Ell"FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR'OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO®IS W/3 J8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC.SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. A■�■S■A■ BERTHA HVTM �. \,�GEN •;��'-,, 1 L E C'O rNc.. H.VAccordion Shutter System A J . BLADE#1 W/OR W/o H.V.WINDOW BLAX •• No.441 - - American Shutter Systems EY.N - D6CRD'f10N DATE DRAWN BY: MP TILLIT TESTING & ENGINEERING'COMPANY *: Tt• ;7}7 / sass N.W.36th.St.,5t,303.wRGM GWDENS.FLORIDA 3316 ��C(Ot(Ofl• Inc. 7 OLD 17-107 /2/202D DATE 7/2/2020 o: Ph°°°:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 �., STATE 0 � West Palm Beach. FL 33407 3 DRAWING No e- a:Wt°co®°ol.eom D,�•, F(ORIO 'e. CA-000157 9 20-164 '�i tcS•'• \�� WALTER A TILLIT Jr.P.E. SHEET �• 14EAL/SIGNATURE/DATE FLORIDA Uc. 4t167 6 5 OF 20 nH 1 ONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEEP 13) REQUIRED -1/4"0-20x3/4'S.S. REWIRED REGUIRED I, CONCRETE ANCHORS MACHINE SCREWS CONCRETE ORS \ 17 18 FOR ONE(SEE NOUNRNG®ON SNEEf 7J SHEET 13�U1E ON NUTS/®•12o O.C. (SEE SCHEDULE SHEET 13) 1" 1 0 14 rMtn:l 1/4"0-2Dx3/4"S.S. / I�Min. I _ ___ EG EO- MACHINE SCREWS _-- FED 11,EO- / 1'(2�� NO a 112'O.C.-20 NUTS _ _ 19 F_--_ —13 OR 5 E.D! 250'Max. (J / _ J 13 oa 15 0 I I , .250'Max. D» �r LE.Dt I)f -p - Max.Mar. 1 1 I/1 OPTIONAL ' Nil-1 III III �DPRaNAL III m a�(SEE 1 i i I i i - 1 FOR MAX m T i I 1 OR 1�� i i i EXISTING MIN. SEPARATION TO GLASS EXISTNG s�19 1 I i I I I 'I r(SEE SCHEDULE ON SHEET 11) Ox® I II I MIN.SEPARATION TO GVSS I I 1 GLASS -(SEE SCHEDULE ON SHEET 11) I I I I EXISTING I �A HEADERLA ON G"`�� 1 1 ©HV WALL HEADER INSTALLATION BO HV WALL HEADER INSTALLATION •F KEYSTONE EXISRNG �— I MIN.SEPARATION TO GLASS � GLASS-1 aASS� I i -� i�OR ®� I �g�,,c (SEE SCHEDULE ON SHEEP 11) 1 ON 5927 , � MIN.SEPARATION TO GLASS I GLASS '- �gON�pgt I 1 (SEE SCHEDULE ON SHEET I I)- I I S M 19 FOR tLU I {{Lyyy1 i I 9/65 a)d:® I HI EASTING OPTIONAL GLASS—� I OPT) i i I i I /4'Max. E• L-C f Max.kax. E.D. 1/2' ---T 19 EO.I EG77 13 R 1© II�LL 1/4'O-2Ox3/4'S.S. 1 Min. PHIWPS TRUSS HEAD / 1/4'0-20x3/4•S.S.PHRLPS /J 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS _ -CONCRETE ANCHORS / Q 1• 1/4'-20 NUTS® 12"O.C. V(SEE SCHEDULE ON 13) Min. POURED CONCRETE SHEET 13) W/1/4'-20 NUTS® 12"O.C. POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED WALL REQUIRED D HV WALL SILL INSTALLATION CONCRETE ANCHORS Q (SEE SCHEDULE ON FOHV WALL SILL INSTALLATION POURED CONCRETE-/ SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION I-S FOR COMBISHEET 4 FOR PI SECTIONSLSHT: _INSTALLATION DETAILS W/ 1-SEE SHEEP 4 FOR TYPICAL SHUTTER • E.0.a EDGE DISTANCE ��� LJ 22--ASSEMBLY LNG SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ♦BLADE®ONSEE NSHEETS OF U19 SE�R \I J I-1 1� B LA D E IN ANY WAY TO SUTT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\t wI41II (WAYAA/' 02020 7ILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. ;�P� ...-:••• Z/ BERTHA HV,M ��cEN Q S S A Accordion Shutter System /IL E C O 1Nc. KV. BLADE#1 w/OR W/O FLV.VAMON MAX 3 N0.44t. 7 _. American Shutter Systems*: * - TILLIT TESTING & ENGINEERING COMPANY y Ev.N oFseraPnoH DATE DRAWN BY: MP ' ?0fCP 9355 N.W.331R St.Ste.305.WRGRM GARDENS,FLORIDA 3319 Association. Inc. , OLD 17-107 /2/202 DATE: 7/2/2020 STATE 0 Ph— (: a05)an-1530.Fax:(305)971-1531 4268 Westroads Drive 2 West Palm Beach, FL 33407 s DRAWING No F awC 000-6oxal.eaa �ORID cA-aOoeT,e Fs' NAL 6 At WALLTER u g ii,ei s 20-164 &e"SEAL/SIGNATURE/DATE 6 SHEET OF 20 R CETE ANCHORS POURED CON WL WARADSN I CONCRETE (SEE SCHEDULE ON SHEET 13) I TO CLASS(SEE I •I (D OR ® i. 1 ' MWTOam N I I O I S091XXE RR SHTET EXISIING ' ITi REQUIRED _ EDGE OF i tt rli+ae>E tpae I ' GLASS--I ' �<- ON- SLAB IF I CN S1w 19 FOR I MN.S�MAlI9N = I, 91ET:T i1) E D. APPUCABLE EXSTING l \ oGLASS a ulsnulF l E ALTERNATE NG TO EXIST ANCH CLASSLOCAO • _ O I I _ g10x3/4'HEX WASHER HEAD i i t OR 13 OR 1$ o 3/8 Nd.11 CTEK ONCRETE ANCHORS 12'O.C. i f EDGE OF J/ CONCRET e'uYT E HORS 8 �SLAB IF II I ©+ 7I (SEE SCHEDULE ON SHEET 13) I E / `APPLICABLE EXISTING II It li i _1 /. III / SLAB IF IF / ../ EDGE OF, /. GVSS� � �✓ /I., VD 1 I SLAB S I I 1 2 EDGE I F APPLICABLE t i i nPPUCABLE I .E.Q. D' '/1 SLAB IF IdN SDAW.RON• � / ' j /, RPPUCABLE POURED CO CRRETE FLAT HEAD CONCRETE ANCHORS , -ISCHEDJLE ON SHEET 1T FOR CLAW(DAMD I i POURED— (SEE E D' REQUIRED (SEE SCHEDULE ON SHEET 14) ON WE17 19 FOR I I 1 OR I� CONCRETE REQUIRED FIAT HEAD CONCRETE ANCHORS _i BLADES a:®. I REWIRED" .E D. E D.* (SEE SCHEDULE ON SHEET 14) 11 TRENCH -INSTALLATION VAUD ONLY FOR UP TO+70, -75 PSF A.S.D. 9 HV .FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER 0 HV CEILING INSTALLATION SCHEDULE J3, SHEET 11 EXISTPIG ITN.SFDAHARON I CONCRETE ANCHORS G "i TO cws ro�l smell 'I t - -- 1O (SEE SCHEDULE OtJ-7 -(Dx sxm 1J - - I SHEET 15 / 1/4'0 M EUMbI)t TAPCON W/ ) I O I ) ADVANCED TH(7FADFOFW ) . G%USIINGGLASS EXISTING Imu.SFFAramx to CiA.S "'i 1 IXGGLLANSS---1 - IV— TECHNOLOGY OR 1iA5TQh72"i TN4at+/IW OaWTS W I 1/4" CLASS I !I -i(SFL YNEX11E=il SYFLT tl) I I ' tAll,S�ARI9Gt1 ID I i..I. 1 3/4'VAN.US DM NT 0 G " (SEE 504DIRE aN 61Fyf ll) t O.C.FOR UP TO 6'-0'SPAN AND I 4'DC,FOR SPANS LARGER THAN .I 1/4' J/ i .1 6-O"T TO 8'-0'kAX APPLY i ii YTP.1 1.NOTE fl GN Sf¢L7HF iL _1 /CC2770 13 or 15 d' S10x3/4'HEx E r I FOR UurtnR .3/e MAX. VlASHEERR HEAD CONT.SEAUWT-� i . - wra' t TEK SCREWS' .• It I #14x3/4' HEX HEAD.,_/I - 1 J 8'. .. ® 12'OC. - TEK SCREWS 0 9'D.C. 1� _ OR 1/4'0 MS ' - - 6 + 7 y 14x3$S.D.S. ___ i I i ss < /• /4'm 2D�NU15 CONCRETE ANCHORS / f i 4 1 4 a-20x3 4 W/NUT®9'O.C. (SEE SCHEDULE ON 1 JlF �'.O- �a 9'0.C. __ MD%. -t15RJO t l � .i SHEET 14) •,h 111. _ }.• Ev q.',4:• (3 12'O.C. 05SILNQ NON STRUCTURAL J I EDGE OF / • 1/2' 1' .�I7 R18 E.D. SILLMIN `1 )TRW(DECORATIVE —SLAB IF f�{)14x3/4'F.H.S.DS. MIN 1 7/8' 1 7/8' APPUCA13LE 0 9'O.C. L POURED CONCRETE / CONCRETE ANCHORS ...SEE NOTE 13(b) _REQUIRED ✓ - 0 - POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 , SEE NOTE 13(b) S OR CONCRZE BLOCK SHEET 14) POURED CONCRETE ON SHEET'1 REQUIRED OR CONCRETE BLOCK ~ OPTIONAL POURED) REQUIRE° ®KEYSTONE MOUNTING INSTALLATION CONCRETE �K HV 'WALL FLOOR INSTALLATION © HV WALL WALK-OVER INSTALLATION NMA M A.S.D.DESIGN PRESSURE:+64;T2 PAF EQUIRED ' NA%IMUM RER SHU SPAN W-a' QJ HV RAINGUARD INSTALLATION t xa>E NOTE TOR COMBRJATION OF SECTIONS; THIS INSTALLATION SHALL BE E.O.=EDGE DISTANCE t REMOVABLE WHEN PERFORMED I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE ADJACENT TO AN OPERABLE IXR BADE®ONNSHEETS OF UI9 SE FOR ASSEMBLY INSTALLATION._- DETAILS Wf O HV -BLADE 2-MOUNTING SECTIONS CAN BE.COMBINED IN ANY WAY rO"SUIT aNY 1NsraLlAnory. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``` 11i11�1III 1C( '4� 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ;•P�...••••••• ..!r�.; - BERTHA HVTM �' cEa F'..�� A S S Accordion Shutter System No.44 67 ��.' E�: �Nc. ■ ■ ■ ■ Itv aaDE#1 w/OR w/o ttv iMNXNJ BLADE 0 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION _ :.DATE= DRAWNNBY:.-N.P q' F 5355 N.W.360,.St_Ste.305.VRGINA GARDEN&FLDBRM 3310+ Association, Inc. I _OLD 17-107-,. /2/202 DATE: -7/2/2020. STATE - Z'f)'., Phwa:(305)871-1530 Fax':(305)871-1531 4268 Westroads Drive 2 - DRAWING Na O�•. F(QRI ac��'�. -^=Ic FI(e==a=el•=em West Palm Beach, FL 33407 3 F .,y•.......:•'��`Y� WALTER A.TILUTi Jc P.E. 4 2O—�6Y• ;�NAL �`�SEAL/SIGNATURE/DATE FLORIDA U4.p 44167 5 SHEEr 6 7, OF 20 SEE END WALL CON ECTION DETAILS ON SHEETS 10 18 SEE NOTES ON LOCKING RODS a.HV LOCKS®ar oUT IN r EXISTING GLASS WZ 1 HV **AND ALTERNATE HV LOCK®ON SHEET 5. f/ BLADE W HV CENTERMATES ENTERNATES APPLICATION BLADE SLACK DErAIL HVF WITH BLADEQ QoRO OR ONNECTION EXISTING GLASS $ SHEETS SEE END WALL C ----- ---------------- ----------------------I-- 00 O © 00 2•x2•x1/a5m'-2 a+ 9• m 19• 5 S 1/4' 7' s 1/2• 7- (6063-T6 ALLOY)ALUM. OPPOSING ANGLE W/(2) 1/4 ® 10 TAPCON 1/2• w `® SYMMETRYCAL ANCHORS TO CONCRETE - CENTERMATES CENTERMATES (TOP/BOTIbM)k ®lOx7/4•S.M.S.® 12' MINTOS GLASS N (4)g1D:1/2 s.M.s.To ruDE a.c.FD11 LENCH. W/ HV LOCK 4 or rCS) W/ HV LOCK or AT EACH ANGLE(TYP) I / (SEE SCHEDULE 5 / ® � * 35* I N 3 * 3 ON SHEEP 11) ��®r,�°R©� ,�2• �®�,G,CDR -=- �1 — ._so• - -�/�—� �--- ---/- -te-- ' -®—----a PF-7 ----- -- —------------- — 2 ) ��5 ,,2. ap L a ® HVB ® m - HVC H VA ©a®a©`OQ Ooa 1 U+113°R POURED CONCRETE OR EXISTING CLASS I REOURED BLOCK WALL EXISTING`©+O © � O O m C IA` SYMMETRICAL 6 7 m 6 7 rctAss `EXISTING CENTERMATES 6 �,� © ���f® MIN.SEPARATION i J GLASS * I N ©+®m1�,®oRO+�] oR TD GLASS 5 m W HV LOCK FL61 OPTIONAL (SEE SCHEDULE (INTERIOR) ON SHEEP 11) MIN. SE�TION ®'® TO GLASS ® m ® ---- (SEE SCHEDULE\ I N OPTIONAL O OCRHEET 11) (INTERIOR) —_—_—_ OUT R SETE ®� * 3 / VARIES \ / L(V*��j1 ` � �UT I / 6 1/2•MAX.SLACK I � "`CCC"JJJ oUT (�4lj 5 (D(TERIOR) HVE HVF** HVD 1 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' ®2D20 TILTECO,INC. ®2020 EASTERN METAL SUPPLY,INC. 44, BERTHA HVTM A.S■ ■A. Accordion Shutter System No.44 67 L' E C,O �lwtc. Hv. BtaoE , w/OR w/o Hv WlrmaW MADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P �'• STATE F a 102� 6355 N.W.361A.St,SM.305.VMGINIA GARDENS.RDRIDA 3316 ASsociatlan. Inc. , OLD 77-107 /2/2 DATE- /2/zD2D Phone:(305)61-1930.Fox:(309)61-1531 4268 Westroads Drive 2 DRAWING No 'rCORI P ` °-m°D:tjteC�0LwM West Palm Beach, FL 33407 3 20-1 64 A E ��`` ALTO IR D�u.8 441167E s SHEET " '/aIIgNLL1�11tE��SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOC 0 V MALE FEMALE "T- LOCKS CENTERMATES 8 9 & LOCKERS at W 1 HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 k 18 INSTALLATION In HV BLADE OUT IN `�� �""� BlA0EQ51ACK DETAIL HVF,INDICATED ON 5HE178. Wf HD..CENTERMATES I ®a® O 0 O IN WELL AS IINTVERSIL FLOATING BLADE®OETAII HOD-MYD., 0 oK 6• 7 a 8 a 10• 3 oe INDICTED ON THIS SHEET.MAY BE USED WITH THIS ALTERNATE 1L 10•®"©•@-0.0 a INSTALLATION DETAI HVG SHOWN IN THIS SHEET. DETAILS ON SHEM 10 R0 6 16063-116 Z ILUR. ANGLE w/(z7,ab TAPCON I s/a. °"I©•® 35..# 35 ANb1O6 Po cor1GRETE _ (aR'fIONAL) 84 (OPTI)NAL) (4)910.1/2•SYS.ro TUBE I Il Wd4•SUM O 12• -._--/-_--~ -- ------- -- --- --- 3 ` OD.. _�______ ____ ____ --_ AT FACH ANGLE.(11'P) _ I / C.FULL L&1,2T * IN (a)H.V. IN e 5 3 30 HV T" PIN (TYP.) S 6 • T]/•- PINS(TYP.J /\5 e (si xSmAE LOCK INSIDE tO _ oN s1axT 1) 1 — 1- -- — —-—-—-—-—-— —eir -- -- - — -- �e/e• .r3/a• 0 i \� 5 �J OUT 31 OR32- /3 31 w+32 31 oR©2- 31.I * 35 *SEE NOTE 6 FOR HV IDCK 3 2 -1/4" 0-20 x 1 1/2" S.S.M.S. 4 3 (OPTIONAL) ® W/ 7/8"0 x 3/32" WINGNUT. (OPNwrAL)HDB_HVS oUT HDC-HVC r LOCK,on SHEET 5. ©OxHV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR_ W/-I-SERIFS 94/1 ALUUINUN HVG* ) LOCK (INTERIOR)' (2021T3 ALLOY)LARGE f1ANGE THIN ®W®qO O O O ©w 6. 7e+8�10• 'SHEET N /0820. AS MANUFACTURED Err AVDEL CHERRY HERRY O TD(TORN,PARSPPENY,FEW JERSEY 07054 OR © •O®w.©©•oa®©w•©O••®®weK_EQUAL SEE NOTES ON LOCKING RODSO S WO IDOIS O11 SNIT S **UNnERM HOATNO IAADE®OTNL NOD- IS vNUI TOR ALL CEMFJOIATFS AFPIIWpNS w011 BLADE(D HDD-HVD'� FLOATING_STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' (1!511111 a,�A, a12020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. �........, BERTHA HVTM ;T:�\CENS P �- I L E C O ��,�. A■S■�'■A■ Accordion Shutter System H.V. BLADE#1 W/OR W/O H,V.WINDOW MADE No.4411 i7 _ American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y EV.No DESCRIPTION DATE DRAWN BY: M.P BSW N.W.36ft SL.Ste.305.VLRMNt GARDENS.FLORIDA 3316 Association, Inc. I OLD 17-107 /2/202 DAM- 7/2/2020 s o'•, STATE UZI Phone;(305)871-153D.Fox:(305)971-1531 4268 Westroads Drive 2 F �; -..It:tin..GGW.00m West Palm Beoch, FL 33407 s DRAWING No s O' o R I .•,t� CA-ODo6719 20-164 �/,��'•. ('7.`�. WALTER A.TILLIT Jr.P.E. a - ONA T�(ti���$EAL/SIGNATURE/DATE FLORIDA u`y sa1s7 6 SHEET 5 9 OF 20. POURED CONCRETE OR --POURED CONCRETE POURED CONCRETE OURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE --A OR CONCRETE REQUIRED / BLOCK WALL REQUIRED BLOCK WALL REQUIREDBLOCK WALL REQUIRED z —EXISTING G1A55 IXISTING GLASS CONCRETE ANCHOR IXISRNG GLASS --7 2'MIN./ EXISNNG GLASSO 16'O.C. r" 2 MIN. I MIN.SEPARATION I — 1" r( TO GLASS(SEE r L MIN.SEPARATION SCHEDULE ON SHEET MIN.SEPARATION r MIN.SEPARATION EO.=�}r-�EQ TO GLASS(SEE 11 FOR MADE mMID TO CLASS(SEE ITO GASS(SEE i'1 I SCHEDULE ON SHEET 1/16"x3"MAX. ON SHEET 19 FOR SCHEDULE 9�T .1 1 SCEDULE ON SHEET 11 FOR BLADE®AND (6063-T6)CONT. BLADES Q)& 11 FOR&AOE MIND t 11 FOR BUOE®AND (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER ON SHEET&FOR 1/2^ / (L .SIDE BLADES C)&� PLATE. (LOCATE 1/2" , BUDFS�& �L ON SHEET 19 FOR OF SQ) AT EITHEORF SOj MLN 1 r I 1 BIAD�.�m&Q/� 1/2'MIN. / I 4•USE 1'OR 2'MAX. I _I! T— �10xi/2"S.M.S. / I , _—___ (AS APPUCABLE)x2"xl/B"x0'-V #1Ox1/2" L �> ALUMINUM CLIP ANGLE ® 16"O.C. IM1/ - V / ` 4 (6063-T6 ALLOY)AT MIDHEIGHTI` � (1) #1 Ox 1/2"S.M.S.TO®& \J O (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1"O.C. (LOCATE AT SEE DETAIL X FO O �J �// SIDE CONNECTION DR ETHER SIDE OF®) O OR O OR �♦ SEE DETAIL X FOR DR (W TO TRACK SEE DETAIL X FOR O-. ®m O.O7 w 8O 10•®w SIDE CONNECTION a.©•O7 a.©wO0•®w 4 w 6•O7 a.8 10•®w TO TRACKS w m 6 7 w 8 10•®w SIDE COECTIO O NTRACKS 10o®w©•�©•®oa L •®m©•@-®•®m © o ©w 10 ao•.®w B. w, END CONNECTIONm DETAI® 1Ow©® END CONNECTION�DET®®20� E D CONNECTION DETAI END CONNECTION DETAIL REWIRED ONLY FOR SPANS GREATER THAN 12'-0' �-POURED CONCRETE AL IXISTING O - / ————— EXISTING GLASS CONCRETE BLOCK WALL 4 f/ /// REQUIRED '� GLASS 4 IqN.STPpAgTION �70z1/2'S.M. �____________ TOGIASS J/! SCIEWLE ON SSEEHEET / ® 16' C. TO(LASS(SEE i1 _—_—-< ---- ON - S 6 OR$ R OR I1 FOR BLADE(DAND CONCRETE \/2"MIN. - O O° O 19 FOR ANCHOR® 11 FOR MADEQ D ® --!_ ___ QORQOR�OR(3 CCNCRETE4 / 0 12"O.C. ON SHEET 19 FOR r ANCHOR \ / I El] BLADES m&Qy� ____ 1: OR(p O 16' O.C. 1—_ 1/2'MIN. -�f 1 2'MIN. `� / / ED __L.___ _— lCOR®OROOR IN. //2"MIN. ♦ S�LIM ATIONS OF USE FOR VIEW - r BLADE IA ON SHEEP 19 OR130R�OR�OR� (DO R ®' OR ®. DETAIL POURED CONCRETE OR 11 _ ®w©•Qw 6Ow10•®w ®w©'Ow©w1O'®w �N TALLATION CONCRETE BLOCK WALL ,O•'®O1©•�®•®°' g a®m®•�©'®w REQUIRED O`©w©•O•®w )HV BLADE OR HV WINDOW BLADE INTO ®•®mom ®ap.®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(A) O ®m0 ®w@ Ow@® END CONNECTION DETAIL(g) O'®w®•®qp FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\�A'% r 1�TTI /•}s •/// 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. �'V\cE A BERTHA HVTM IL E C O .N�. A■S■S■A. ccordion Shutter System _� �• No.4416 _ - H.V.N MADE#1 w/OR w/o kv.WINDOW BLADE iILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 1EV.N. DEscwPTIGN: DATE ' DRAWN BY: M.P STATE F 8355 N.W.361h.5L.Ste.30%VIRUINIA GARDENS,rLOPoR13316 ASSOCTct10D. Inc. 1 OLD 17-107 /2/2D2 Dn,E 7/2/2020 '9'•• Phone:(305)871-1530.Fm:(305)871-1531 4268 Westroods Drive 2 DRAWING No Off• FtORI P .�cV`� e-mai�Glllee0ao6019I.wm West Palm Beach, FL 33407 3 ....... 20—1 64 WALTER A MUTT Jr.P.E. SHEET //IA�nE1TjTLH 1�\\SEAL/SIGNATURE/DATE FLORIDA La.8 u1s7 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ CA OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTAL ON LEGEND "d4IE.5- CENTERMATES. ® &® or or INSTALLATIONS W/ N - W/ ONE H.V. LOCK ® or ® or or A &�a W & W ONE HV'LOCKS NTERMATES COMANSORYNCRETE & WOOD pOSTTNE S.ID UDESIGNW PRESSURE ABLE SPAN RATING GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or® OR W/ NO LOCKING WALL A. B, C. D..E, M, N, 0, P, p, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV "r W/ NO LOCKING RODS ® A.S.D. DESIGN PRESSURE RATING. LOCK®-W/TWO LOCKING RODS ®TOP & (SEE NOTES t,ft) oos MOUNTING F,-K & L R. S. &V. (VALID FOR MOUNTING Q BOTTOM (SEE NOTES .t"r (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING CONCRETE do WOOD G. H, I, Il, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS CONCRETE MOUNTING & M ASA lSURE ASG.DMlonaNiGN 1 T wsu�GN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, WRATING WALL MOUNTING FLOOR/CEIUNG PRESSURE WALL MOUNTING PRESSURE RATING MOUNTING RanNG & RATING nDOR/CEILING MOUNTING DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE (P'°F.) (P.-J.) FLOOR/CEILING MOUNTING (P-0 OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (+OR-) (+on-) (+OR-) FLOOR ALL MOUNTING DETERMINE MAXIMUM SPAN `L-'FROM SCHEDULE. L+ (6) L-(rt) L+ (0) L-(It) L+ (1Q L-(ft) ..L+ 1rt) L-(rtJ O MAXIMUM SHUTTER SPAN •L+"OR 'L-"FOR 30 OR LE I6'-0" 16'-0- 16'-0", 16'-0- 30 16'-0' 16'-0• 30 16'-0" 16'-0• INSTALLATIONS INTO WOOD SHALL BE LLMffED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10' 15'-2" i6'-0' 105 psf.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND "L-'. 35 14'-10' 14'-10" 35 '15'-2" 16'-10' 40 13•-10" 13'-10' 14'-2' 15'-2' 40 13'-10" 13'-10" 40 14'-2- 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1" 13'-4' 14'-3" 45 13'-11 13'-l' 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'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: 55 11'-10" 11'-10' 12'-1' 17-11' 55 1V-10" 11'-10" 55 11'-1' 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION 82 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7" 12'-4" 60 11'-4" 11'-4' 60 f0'-2' 10'-it' NOTE#5, SHEET 5. RATING: -65 10'-10' 10'-10• 11'-1' 1V-11' 65 10'-10" 10'-10" 65 9'-5- 10•-1" DETERMINE: 70 10'-6' 10'-6" 10'-9'- 11'-5' 70 10'-6' 10'-6' 70 8'-9"__ g_q• Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1"- 10'-1" 10'-4' 11.-1' 75 10'-1• 10'-1" 75 ttEXCEPT THAT MAXIMUM SHUTTER SPAN"L+-OR INSTALLATIONS. 80 9'-10'_ 91-10" 101=0' 10-9• 80 W-10" W-10' 'L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR 85 9'-6' V-6•� 9'-9" 10'-5" ]40 9'-6' 9'-6- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE SHALL BE UMITED AS FOLLOWS: RATING: 90 9'-3' 9'-3• 9'-5' 10'-1" 9'-3' 9'-3' DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0' 8'-9' 9'-2` 9'-70' 9'-0' 8'-9' L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.f. AND B'-O' SPAN, SEE L2-- MAIL SPAN FOR FLOOR 100 8'-9" 8'-4' 9'-D' 9'-T 8'-9' 8'-4' /CEIUNG MOUNTING MOUNTING ON SHEET 7. INSTALLATIONS. 105 -8'-T T-11' 8'-9` 9'-4" 8'-T T-11" 110 8'-4" 7'-7• 8'-7- 9'-2- 6'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7'-3- 8•-4" 8'-11" 8'-2• 7'-3• MINIMUM BETWEEN "Lt+', 'L2+', "Lt-'AND "L2-" 120 8•- 6'-11" 6'-2• W-9' 8•-O• 6'-11• SEPARATION TO. GLASS SCHEDULE 125 7'-10" 6•-8" e'-0' 8'-5' j T-f0' 6•-8" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-10' 8'-1' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 13s 7-7" 6'-2' 7'-9 7•-9" 7'-7" 6'-2- WIND ZONE MINIMUM SPACING. 140 7•-5" W-11" 7'-7• 7'76• 7•-5' 5'-11" ASTM E-1996 SEPARATION 145 7'-3' S'-9' _7'-5' 7'-3" 7'-3• 5•-9' TO GLASS 150 7'-2' 5'-7' 7'-4' T-0" 7•-2" 5'-7' 155_ ._ 7'-0' 5'-5• 7'-2• 6•-9' 155 7'-0' s-s• 1 THRU 3 �'• 160 6'-11" S'-2'_ 7'-1' 16'-7' 160 6'-11' 5'-2' 165 6'-10• 5-1' T-0" 6'-4' 165 6'-10" 170 6'-9" 4'-il" 6'-11' 6'-2` 170 6'-9' 4'-11' 180 W-7' 4'-9' 6'-B" 6•-0` 175 6'-7` 4'_9" H V BLADE. 180 6•-6" 4'-8' 6'-8' 5'-10' 180 6'-6• 4'-8" 185 6'-5' H4'-6" 6-7" 5'-8" 185 6'-5" V-6'190 6'-4" 6'-6• 5'-6' 990 6'-4" 4'-5' 195 6•-3' 6•-5" 5'-5' 195 6'-3" 4'-3' 200 6'-2" 6'-4" 5•-3' 200 6'-2" 4'-2"205 s•-1" 6'-3' 5'-1' zos 67-1• 4•-,- WIDA BUILDING CODE(Non High Velocity Hurricane Zone P `'e lg((+'I r 7j7jii 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. ,,,•��..• /r�., BERTHA H1/TM �: vc NS ' �'' A■S■S■A■ Accordion Shutter System Z77RLT E C O i N c_ H.V. BLADE#1 W/OR W/O RV.WINDOW BLADE No. 1 - Amerlccn Shutter Systems ❑,,N DESCRIPTION DATE DRAWN BY.MILW. G.-*; TILLIT TESTING & ENGINEERING COMPANY Association, Inc. ) OLD 17-107 6355 N.W.351h.St.,Ste.303.VRGRN GARDENS.FLORIDA 3315 I2/20 DATE- 7/2/2020 fl' STA OF rJ 71 Phone:(305)871-1530.Foy:(305)871-1531 4268 Westroads Drive 2 ' kr e-mail:tatecooaoLcom DRAWING No ��D�•, FAO lull, � CA-0006719 West Palm Beach; FL 33407 3 2�—�64 �ii�tCiS' '•... ...•' `�� WALTER A.TA,LIT Jr.P.E. 4 *A FLORIDA 1/SIGNATURE/DATE ❑a.1 44167 a SHEET OF 20 MAXIMUM ANCHOM SPACING fin.)_SCHEDULE FOR A GIVEN MAy cHurrEg -P N e c D DESIGN NEGATIVE PRESSURE ReTING Q A GORRESPONDIN h0LINTING PfPF FOR CONCRETE OR CONCRETE ANCHORS SMING LEGEND POURED CONCRETE - SEE MWW0165 A,B,C,D AND F ON SHEET 6 POURED CON .CONCRETE BLOC TAPCON OR WALL HEADER MOUNTING A WALL HEADE MOUNTING ®V1�y HEADER MOUNTING D WALL SILL OUONG D WALLL-SILL' OUNTINC C& WALL HEADER/SILL TAPCON WITH ADVANCED SPAN W/ W/' 4 W/- W/ MOUNTING THREADFORM TECHNOLOGY (B) A50.M6M METANE WaaI1BE 9A1RtG A_SA DEM IQefM MOM RAW Asa.MM IEGAINE MMURE MM ps1 ASD.OSW Mr.M PMMM PA1pG Dd AS0.D67CN NEGIOIYi PRESSUff TNO AS0.OF9R7 1$1A5'E Pf8,S511RE 9Alpii ALL POIMS SOUD-SE( _ 14 '40 60 75 80 120 160 205 30 40 60 7S 90 120 16D 205 3D 40' 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 .75 BO 120 160 203 30[40 60 75 90 120 160 205 BLUE TAP 14. 12 10 9 a 8 5 -5 14- 12 f0 9 a 8' 6 6 14 72 10- 9 8 6 e 14 12 10 e. a a B- - 14 12 10 e B e 6 55 8 a 8 V B' B '7 5.5 _ 3'-0° 14 12 10 9 B- B 8 6 14 12 10 9 8 8 8 8 14 12 10 B -8 8 6 6 14 12 f0' 9 8 8 B B 14 12 f0 9 a '6 6 6• e. e- B e .B' e e TAPPER+ OR 14 12 10 B 9 8 6' S N 12 10 9 8 8' 8 '8 14 12 10 9 B ,B' 6 6 14 12 10 9 a 8 8 3 14 12 10 9 B B 6 6.1 a a B' B 8 8 6S ' 14 12 10 9 0 .B '8 5 14 12 10 9 e e 8 8 14 12, f0 9 8 6 8 -8 14 12 10 A a 8 8. - 14 12 10 9 B e 8 8 B B 8 B 8 a 71 14 12 10 9 6• 8 6 4 14 12 10 9 e 9 '6 8 14 12 10 9 'B B 8 6 14 12 10 9 B 7 - 14 12 10 9 B -7 55 - 8 e 8 8 ,7 5.5 4 4'-0° tt 12 '10 9 B' B 6 4 14 12 10 0 8 B 8 6 14 12 10 9 6 8 6 6 14 12 10 9 6 8 5.5 - 11 '12 10' 98 0 6. 8. B B B 6 B a B t4 12 10 B. 0 8. 4.5 - 14 12 10 9 8 8 6 4 14 12 iD 9 8 a 8. a 1t 12 10 B 8 8 - 14 12 f0 9 e B 8 8 a D 8 B 85 S 14 12 10' e a 8 6 4 14 12 10 9 'e e, 6 6 14 12 10 9 B 8 6 8 14' 12'10 9 6 5 14 12 ,0 9 B 8 8. - B 8 B a 8 7 5.5 14 12 10 9 a 8 4S - 14 12 f0 9 B' 8- 6 3.5 14 12 10 9 B e ,B 6 14 12 10 B 7.5 - - - 14 12 f0 9 7.9 S5 - 8 8 B 75 55 f 3 * SEE ANCHOR 14 12 10 9 8 e AS - 14 72 .10 9 e 8 6 J.5 14 12 f0 9 8 8 6 6 14 12 10 B B 7 - - 14 12 10 9 .8 8 6 - 8 B -B, B a 8 8 14 12' 10 9 'B:65 - - ,4 12 10 9 8 8 4.5 - 14 12 10 9 8 8 ,8 5 1t 12 10. 9 B 3 - - 14 12. 10 9' a 7 - - 8 B B 8 7 S t. SPECIFICATIONS 14.12 10 '9` B. . '4 14 12 10 9 e 8. '6 JS 14 12 10 9, B. 8 _s '6 14 12. 10 '9 B' - - 14 12. 10. 9 '8 7.i - a' a 8 a, a 7.8 55. 4 - ON SHEET 13 . 14 12 10 B B 35 'J. - 14 12 10 9 6 8 4.5 - 14 12 10 9 B B 6 6 14 12 95 75 4 - - - 14 12 95 7.5 6:5 3S - - 8 8 8 7S 8.5 4S 35' - 6•-0° 14 12 10 9 B 55 - 14 17 10 9 8 a 4S = 14 12 10 9 8 8 B 6 14 12 f0 9 8 4 - - 14 12 f0 9 .B. B 4 - B 8. B e a B 0. 7S 14 12 10 9. B" 3 - - I4 12 10 9 a 8 - - 1f 12. 10 e. a a 5.5 3.5 14 12 10 9 45 - _ 14. 12 10 9 7.5 4 _ 8 8 8 B 7.5'5.5 4 3 14 12 10 9 8 5 - - 14 12 10 9 6 8 4 - 14 12 10 9 B B 8 5.5 14 12 10 9 '5 14 12 10 9 B 43 - e 8 8 8 8 8 4.5 - 14' 12 10' B 8 4 - - 14 12 10 9 e 65 J' - 14 12 10` 9 e e 8 - 14 12 B 45 - - - 14 12 8 6.5 55 - B 8 8 6.5 9.S 4 3 7,-0° 14 12 10 9 8 4 - - 14 /2 10 9 a 85 3. - 14 12 10 9 0 8 .6 - 14 12 10 9 a - - - 14 12 10 9 8 7 - e 8 8 a a 8 7.5 8 14 12 f0 9" {.5 - - - 14 12 10 9 8 4 - - 14 12 10 9 e 7 4 - 11 12 10 SS - - - - 14 12 10 8 BS - B 8 8 B 85 5 J.6 14 12 10 9 7.S 73 - - 14 12 10 9 8 6_ - - 14 12 10 9 8 B' 8 14 12 10 6 14 12 10 B.5 7 a a 0 8,1 7 5 4 14 12 10 9 55 3- - - 14 12 10 9 8 4.5 - - 14 12 10 .91 8 B - 14 11 7- - - 14 11 7 5,5 3.5 - a 9 7• 5.5 4.5 35 - .6'-0° 14 12 10 9 5.5 - - - 14 12 TO 9 0 4.5 - - 14 12 10 9 0 -B - 14 f2 10 7 4. - - = 14 12 10 9 B '3 - 8 e -e 'a 'e•75 7 4 ♦SEE LIMITATIONS OF!UJS�EFOR 14 12 to 5.5 '3' - 14 ,2• to -e B - - = 14 12 10 9 8 5.5 - 14 12 8S 3 - - - - It A2 a5' 7 '4 - - - .8 8 0 7 55 4 3 -_ BLADE OA ON SHEEP 14 12 10 9 5 - - 14 12110 9 8 4 14. 12 10 9 B B - - 14 12 95 - - - - - 14' 12 95 7.5 Cs - a a- 8. 7.3 6 4.5 - _ 14 12 10 B.5 4.5 - - 14 12 10 '9 7.6 - - f1 12 10 9 0 - - - 13 95 4 - - 13 95 BS' S e 8 BS 5 4' 3 _ 9,-Oa 14 12 10'6.5 4 - - 14 12 10 9 7.5 - - - 14 12 10 9' 8. - - - 14 12 10 5 - - - - 14. 12 10 9 5.6:- - B e a -e 8 85.6 3 14 12 8S 4 - - - - 14 12, 10 9 4.5 - - - 14 12 f0 9 7S - - - 14 11S 4.5 - - - - - 14 115 75 6 8 8 75 8 5 4 14 12 10 8 4 - 14 12. f0 9 7 - - - 14 12 10' 9 8 - - - 14' 12' 5 - - 14 12 8. 85 - _ _ - a 8 8 B5 6.5 4. - 14 12 95 6 3.5 - - - 14 12 10 9 5.5 - - 14 12 10 9 8. - - - 1.5 8.5 - - - - - 15&5 5.5 - - - - B:.a 55 45 35 - 10'-0° 14 12 9S 5 3S - - - 74 12 f0 9 b.b - 14 12 10 9 8 - - 14 12 7 - - - - 14 12 10 75 5 - - - 8' 8' a 8 "a 75 4.5 - 14 12 55 ! - - - - 14 t2 10 8' 3 - - 14 12 10 9 B - - -- 14,10.5 3 - - 14 10.5 7 35 - _ - B a -7 e3 45 75 - 14_ 12 B 4.5 5. - - - 14.12 10 9 5 '-_ - - 14 12. 10. a 8. -..I-. 14 11 - - - - 14 1i 7.5 - - - - .- B. 6.75 8 S - 14 12 7 _ _ _ 14 12 10..- - - --.14 12 10 _ _ _ _ _ 05 B _ _ - - OS B "5 _` B: B `5 4 15 - .. 14' 12 7 - - - - 14" 12 '10- - - - - 14 12 10 - - - - -: 14 12 -5 - - - - 14 12 10 - _ 8 8 .8 8 0 7 3.5 14 12 4' - - - - 14 12 f0 - - 14 12 1D - - - - 2S 9.5 - 25 9.5 8 - B B 6 5 4' 3 14 12.8.5 - - - - - 14 12 10 - - - - 14 12 10 - - - 35 10 - - 14 10 7 _ - _ - 7 SS 4.5 - 6, B - 14 12.5.5 = - - 14 12 10 - - 14 12 10 - - 9.5 7 _ .-_ - - 9.5 7 15 - - - - - 8 7 45 3.5 3 - - 12'-0° 14 12,5.5 - - - - 11-4 12,AD - - - - - 14 12, 10 - - - - - 14. 12 4 - - - - - 14 •12 f0 - 8 8 a a a 6 3 _ 14. 12 J - - - - 12 '6 - - - - - 14' 12 10 .- - - - - 1.5 B.5 - - 11.3 a.5 4 - - _ - - 0 B SS 4.5 14 12 5 - - - - 12 10 - _ - - - 14 12 10 - - - - - 25 9.6 - - - - - - I35 9.5 4.5 _ B .8 6 5 4 = _ HV BLADE OR n HV BLADE is 1z - - u - - - - - - u Iz - - 9 is - - - - e 65 - - - - e es 4s 3s 3 - t3'-o' a 12 = _ 12 - - - - - - 14 12 - = 14 ,z .- - - - - 14 12 _ - - - = e a a -e B 4s la to - is - - - - - - t+ ,2 -,IO.S Ss - - -' - - 0s e = - - - e e -s 4 3S - _ Wf l .HV WINDOW_.BLADE 14 12 - - - - 12 - - - - - - f1 12 - - - 1.5 5- - - - - 15 BS - 8 8 55 45 4 12 - - - - - 12 - - - _ _ -. 14. 12 - - - - - - B 3 - - - - - - - _ _ _ _ = a' B 4 J, - _ = WORKING IN UNISON 14'-0° 14 12 - - - - - 12 - - - - - - 14 12 - - - - - - ,14 9 - - - - -•t14 ��12 - - - 8 e' 8 8 7S 4 14 .7 - - - - - 12 - - - - - - 14 12 - - - 10 4 - - _ - 6 7S S14 115 - - - - - - 14 12 - - - - - 11 12 - - - - - O5 4 - - - - - - 8 05 414 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ - _ 7.5 _ - _ _ _ - _ - 75 5S 35 314 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ 1/ - _ _ _ _ - _ _ _ B e e 7 7 3.5 - 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ _ p _ _ _ _ _ _ _ .B _ _ _ _ _ - _ _ _ _ _ _ 5. 7 is !S S14 - - - 1414 - _ - - - 10, - - - - - - - - - - - _14 - - 14 - _ 14 - 7. _ - _ _ _ _ _ B 7.5 5 4- _ _ _ _ _ _ _ _ _ _ _ _ 7 5.5 35t4 11 - - - - - 14 - - - 14 - - - _ - - _ - - - - 8 8 a 7S 6 316'-0° 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ e.-_ _ _ _ _ __ _ _ _ _ _ B5414' -.. _ _ _ _ 1{ - ._ _ _ _ _ 14 -� _ , _ _ _ - 9.5 - _ _ _ _ _ - _ _ - _ _ _ B' 7 15 FLORIDA BUILDING CODE(Hon High.Velocity Hurricane.Zone Vpip" o2D20 MTECO,INC. 02020 EASTERN NErAL SUPPLY, INC_., �� •...... t/r %,, BERTHA HVTM �Q �%CEN ® �ea�. A, ,S,A,. Accordion Shutter System No.441 1 _ - Kv SLAM#1 W/OR W/O I-M WMOW MADE TILLIT TESTING do ENGINEERING COMPANY A ®A° - Shutter Systems DESCRIMM - .DATE DRAYM Br: �e.v. m n Shu e n a'• STATE 8355 RW.36,h.5L,SN.3D5•VIM"WOW,FLMDA 3316 ssoclatlon4. Inc. 1 -OLD n-TD7 T/2/zoz DATE 7/z/zozD �•, Phone:(305)871-1530.Fa::(305)871-1531 4268 Westroads Drive 2 %0('•. o�ORI me:UR...G.W.- West Palm Beach, FL 33407 .3 DRAWING No Fs 19 ••.... Ss WALTM a 11LUT Jr.P.E. 4 20-1 G4 ..d ',�S/NNAL 1�0%, FLORIDA Uc r 44167 5 n ��T SEAL/SIGNATURE/DATE _ 6 SHEET OF to MAXIMUM ANCIHOR* SPACING fin.) SCHEDULE FOR A GIVEN MAX. SHUTra SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D.DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSALATIDNS (SEE MOUNTINGS E,G.&H ON SHEETS 5&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED OOIICRWOOPICRIETE B OLX POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.f'e-3 k87) 144O OE WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Wain.f c 3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4.0 x 3/4"ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f'c=3 ksi) (N) kS.D.DESGN REAM PRIMIRE RMINC(W)kS.D.DESIGN KWK PRESLRE kSD.DESIGN NFGAINE PRESNARE RATING - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.fc-2 ksi) 30 40 60 75 90 120 160 205 30 40 6D 75 90 11201160 2D5 30 40 60 75 90 120 160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT.INC..AND DISTRIBUTED BY ALL PORTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERIC.AN SHUTTER SYSTEMS ASSOCIATION.INC. Min.f c-3 ksi t4 12 to 9 B B e 5.5 f4 12 10 9 e e 6 e 14 12 10 9 e e e B THREADFORM TECHNOLOGY ( ) 3'-0- 14 12 10 9 8 B 6 6 14 12 10 9 6 B e 6 14 12 10 9 e 8 6 6 ALL POINTS SOLID-SET NOTES: OR 14 72 10 0 B 8 8 e 14 12 10 8 6 8 8 8 14 12 10 9 B B 6 5 BLUE TAP W/CAP A.11)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 6 6 6 5 7 14 12 10 9 e 6 6 6 14 12 10 9 8 8 6 e ANCHORS IS 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 14 12 10 9 6 7 55 3.5114 12 1D 9 e e 6 6 14 12 10 9 B 8 6 5 TAPPER+ 4'-0- 14 12 ID 0 e e e 8 14 12 10 B 6 6 e e 14 12 10 9 8 6 6 5.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'D1T0 THE POURED CONCRETE NO EMBEDMENT 14 72 fo 9 6 8 6 4 14 12 10 9 8 6 6 4.5 14 12 10 9 6 6 4 JS INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 14 12 To 9 8 8 6 4.5 14 12 10 9 8 6 6 5.5 14 12 10 9 e 6 6 45 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7S 55 SS - 14 12 10 B B B 8[14 i2 10 9 6 7 5.5 4 •SEE U A1xIN5 OF USE PDR 14 12 10 9 9 8 6 6 14 12 10 e e e 6 12 10 9 8 e e 43 GLADE ��19 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 5'-0' 14 12 f0 0 e 7 4 - 14 12 10 e e B.5 5 12 10 8 8S 5 15 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 t0 9 B 73 45 - 14 12 f0 9 8 8 e 72 10 9 B 6 a.5 J.75 NOTES A1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.573 85 -I- 14 12 10 9 6 7.5 S_5 12 10 9 B e 4.5 ]S INSTALLATION INTO ETFS WTOI METAL STUDS SEE SHEET 20. 80 6 B 6 12 10 9 9 6.5 5 S.514 12 10 9 75 5.5 } - 14 12 10 d5 7 5.5 4 12 B 65 53 4 3 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 e e - t4 12 10 B e B.5 5 12 10 e.5 3 5 41/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS•AS MANUFACTURED BY I.T.W.BUILDEX.f4 12 8 fiS 55 3 - 14 12 10 e B B.5 4.5 12 l0 8 7 5 J.5 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS•AS DISTRBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. 14 12 10 9 E e - - 14 12 10 9 5 7 5 12 10 0 7.5 S5 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT•INC. 7'-0- 14 12 f0 8 &5 4 - 14 12 9 7S a 4.5 3.5 1..5 7 5.5 4S ]31/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.•AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY OR ANY 14 12 10 811 7 4- - 14 12 10 9 75 5.5 44 12 9 7 7.5 4.5 - _ OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 4.5 - - - 14 12 10 0 75 5.5 4 14 12 9 7 e 4S 3 - NOTES: 14 12 10 e 8 6.5 - - 14 12 f0 0 8 8 4 - 14 f2 f0 a 65 5 3S - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON 14 12 8.5 7 S.5 3 - - 14 12 a 65 55 4 3 - 23 BS B 5 { 3 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1-. 14 12 9.5175 6 - 14 12 93 a 6.5 5 - 14 12 B 8 85 4 13 95 65 5 3-5 - - - 14 12 10 6 83 5 - - 14 12 B B.5 5 4 - - 0.2)MINIMUM EMBEDMINT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 12 10 9 8 - - - 1{ 12 10 9 7S 45 - - 14 12 e5 7 55 4 9'_O- 14 713 75 e 4 - 14 11 7 53 5 3.5 - - 1f B 55 4.5 }5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO - - - - EXIST.AND t-MINIMUM FOR WALLS WITH NO STUCCO. 14 12 a 6.514.5 - - 14 12 SS 7 55! 14 10.5. 7 5.5 6 45 11SI 5.5 4 - - - - 14 12 9 7 6 45 - - 14 11 7 5.5 a.5 33 - - B.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DOSTINC WALL OR FLOOR, 1♦ 10 B 75 - - 14 12 10 9 65 5 - 14 12 6 6 5 4 - = ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 7 S 33 - - 12 BS fls 5 6 3 - = 10 75 5 4 3 - __ NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 1475 55 - - 14 11S 9 B 5 4 - 125 95 6 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 0.5 B 5 - 14 12 B 65 55 4 13 f0 6S 5 4 3 _ 11'-0. 14 12 10 - - - - - 14 12 Bt7645 - - 74 1D5 7 5b 45 35 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2S 95 5 - - - - - 12 0 81. 7 4S }S 3 - _ _ D SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 10 7 - 14 t0b 7 = 1.5 85 55 4.5 175 - ()B.5 7 4-5 - - - 14 11.573 - - - 12 9 6AS.4 -12'-0- 4110 - __� 14 12 6 =_= 13 10 eS 5 4 - _ EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: I1.5 85 45 - - - 11 8 6B 6 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED•REDUCE ANCHOR SPACING 1JS B.5 8 1J 9.5 65 OS e S 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 53 - - 14 10.5 715.514.5 - 11 8.5 55 4.5 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 12 - - - - - -[E11112 115 73 e s - - - t2 9'B 1s 4 - - FACTOR t 3'-O.10.5 B - - - - - 75 5 4 3- - - - 7S 53 4 3 - - - ACTUAL 12.5 a3= - - - - 9 6 45 a - - - 9.s 7- 5 a - - - - EDGE TAPCON TAPCON WITH ADVANCED al POINT SOLID SET BLUE TAP W/CAP TAPPER+ B e - - - - - - 9.5 83 5 - - - - 0.5 7.5 5 4 - - - - 1 HV BLADE OR DICTANCE 1HREADFORM TECHNOLOGY MIN.SPACING 14 12 - - - - - 104 7 5.5 - - - - 11 &5 5.5 4.5 - - - - E.D. MIN.SPACING=3 MIN.SPACING-3' MIN.SPACING-3 1/2' M9N.SPAdNG 3' 3 3/4-14'-0' 10 7.5 - - _ - - - 7 4.5 3.5 - = 7 5 3.5 3 - - - V BLADE W POURED CONCRETE& p01��E MM30E B." POURED CONCRETE& POURED CONCRETE& CONCRETE BLOCK CONCRETEBLCONCRETE BLACK �� OONDiE7E LLOIX15 B - - - - - - B 5.5 4S - - _ - D 83 4.5-_ - _- 'IV WINDOW M L M BU ED-3 1/r Mit ED.•21/2' AVL EA•31 Y MNFD.•}• IBC ED•J 1/2'MK ED-21/Y 7.5 - - - - - - - 9 6 - - - - - 9.5 7 49 - - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 14_ _ _ - - - - t0 es= - _ - - as h5 = - - _= BLADE WORKINGz 1/z• o.et t.o - - D.B7 1.0 - - - - - .5 4 - - - - - 1.5 5 3 -_ _ _ _ _ IN UNISON10= - e 5 - 9.5 B 4 2' 0.71 - - 0.51 7 - - - - - - - 11.5 B5 SS - - - - - 9 BS 4S - - - - - 1 3/4' - 0.91 - - - 0.43 L16-0- 14 7.5 5 - - - - - 1 1/2' 0.35 0.35 B e e 4 6 43 3 _ - 9S - - _ - - - - 9.5 7 s = - - _=6-e T- - - - - FLOMDA BUILDING CODE(Non High Velocity Hurricane Zone ' �1 LI III Illy// 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVTM EINSF J�'' A S S A Accordion Shutter System No.44167 = �FL E C O N c. ■ ■ ■ ■ FLV.RARE#1 W/OR W/0 FLV.WINDOW BLADE 2fJ/Lo TILLIT TESTING & ENGINEERING COMPANY AT1'IBrtCOfl Shutter Systems REV. DESCRIPTION DATE DRAWN BY: M.P 6355 N.W.3601.St.Ste.305.WMDINIA GARDENS,TIDRIM 3316 Association, Inc. i OLD 17-107 /2/202 DATE 7/2/2020 STATE F Phone:(305)671-1530.Fox:(305)871-1531 4268 Westroods Drive 2 �D�•. F(pRW P•:��. o_11:Hlteco04el.cem West Palm Beach, FL 33407 3 DRAWING fNo �i F•''••.... CA-0006719 a 20-1 6,4 ''��''ssr0Nlu R�`REAL/SIGNATURE/DATE WFLORIDA L .1 4416 TILUT Jr. E 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (jp,�_SCucnLu F ma A GIVEN MAX, SHUTTER coral AS.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INS I 1 a.T10N (SEE MOUNTINGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED CONCRETE CDNCREE BLM ANCHORS SPACING F END I WALK OVER& I1 TRENCH MA7011181 MQUNDNC ORAWOUARD MOUNTING QK WALL/FLOOR MOUNTING ©WN.L/WALK OVER MOUNTINGSPAN TAPCON OR (8) EMN W-M PRESSURE RNNO(W k=DISGN NWK RaSM P10O(PA A5.D.DM NEfANE PREM E RNIM .DESEN NEWK PBE WE RUDIC TAPCON WITH ADVANCED 30 40 60 75 190 1120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 7s 90 12011601205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 12 12 12 12 12 15 a5 6.5 7 7 7 7 7 7 7 Ss 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3•-0' 14 12 10 9 a 5 a b 12 12 12 12 12 12 DS 7 7 7 7 7 7 7 7 7 5 6 5 5• 5 5 5 5 R LESS 14 12 10 9 8 B 6 6 12 12 12 12 03 5 6 43 7 7, 7 7 7 7 7 aS s s 5 3 3 5 e 5 BLUE TAP 14 12 10 B B a 8 6 12 12 12 12 12 10 7.5 8 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 B 8 B 12 12 12 12 1.5 5.S 6.5 5 7 7 7 7 7 7 5S 4 5 S 5 5 S 5 5 4 4,-0' 14 12 10 8 8 8 6 6 12 12 12 12 12 9.s 7 5.5 7 7 7 7 7 7 7 7 5 b 8 5 6 5 5 5 14 12 10 8 8 e e 5 12 12 12 93 a 5 4.5 3.5 7 7 7 7 7- 1 7 8S 5 5 5 5 9 S S 9 5 14 12 10 9 8 a 6 6 2 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 53 5 S 5 5 6 5 5 6 14 12 10 9 B a 8 8 12 12 12 11 9 7 9 4 7 7 7 7 7 55 4 3 5 5 3 5 5 S 4 3 5•-0' 14 12 10 9 B 8 6 8 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12 93 73 6 45 S.5 - 7 7 7 7 7 7 5 J3 S 5 5 3 5 5 5 4 14 12 10 9 8 a 6 fi 12 12 12 9.5 8 8'4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 e e 12 12 13 9 7S 53 4 3 7 7 7 7 7. 4S 3.5 - 5. 5 S S s 45 3.5 - SPECIFlCATIONS 6•-0- ,4 12 10 9 8 a 8 9 12 12 12 12 e 8 4.9 ]_5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 e ON SHEET 13 14 12 10 9 8 a 8 6 12 12 5 B 5 4 3 - 7 7 7 7 7 5.5 4 5 5 5 5 5 S 4 3 14 12 10 9 a 3 B 8 12 12 10 6 0.5 S 75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 S 5 4.5 14 12 10 B B 8 e a 12 12 10 8 8.5 S J5 - 7 7 7 63 55 4 S 3 5 5 S 4 3 7'-0. 14 12 10 9 a 6 B 8 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 3 5 S 14 12 10 9 8 8 6 8 12 l0 53 S 43 3 - - 7 7 7 7 65 5 3 - 5 S 5 3 S S 3.5 5 14 12 to 9 5 5 6 8 12 12 BS 7 55 4 - - 7 7 7 7 7 s - - 5 5 5 5 5 s 4 - Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 e - 12 12 8s 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - - s s a s 43 33 - - PSF A.S.D DESIGN PRESSURE 11 12 10 9 B B 6 - 12 12 OS 74 6 4.5 3.5 - 7 7 7 7 7 7 7 4 S 5 5 5 5 9 5 S 6'-0' I4 12 to s 5 e s - 12 9 6 45 4 3 - - 7 7 7 7 ss s - - s s s s s 4 3 - RATING & FOR SPANS PER 14 12 10 9 e a e - 12 11 73 B 5 0.75 - 7 7 7 75 6 4.5 - 5 5 5 5 5 4.5 _ SCHEDULE #3, SHEET 11 14 12 10 9 e 5 - 12 13 7'.S 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 S 9,-0. 14 12 10 9 B B - - 12 12 95 65 53 J 3 5 5 S 5 5 fi S 14 12 10 9 3 e - - 0.5 a B 4 JS - 7 7 7 6 5 3.5 - 5 5 1, 5 5 { 5 14 12 10 B a 3 - - 12 10 65 5 4.5 - 7 7 7 e.5 5.5 - S 5 5 5 5 4 14 12 10 9 B 5 - 12 DS 7 S.5 43 3.5 - 7 7 SS 4.5 3.5 - _ 5 5' S 45 15 - 10•_O. 14 12 10 9 8 B - 12 11 83 5 a-3.5 - - 7 7 7 7 7 7 45 5 5 S 5 S 5 5 4S 14 12 10 9 8 8 - - 9.5 7 4S.3S 3 - - 7 7 7 53 4S - _ 5 3 3 5 43 35 - 14.12 10 9 8 6 - - 12 9 e 9 4 7 7 7 6 5 5 5 3 43 S 14 I12 to 9 B e - - 12 95 6" 5 4 J 7 7 5 4 3 5 S S 4 33 11•-0'14 12 12 10 7 5.S 4S 35 - - 7 7 7 7 7 7 3S - 5 5 5 S 5 S 5 4 ,{ i2 70 9 8 8 - - d5 85 4 3.5 7 _ _ _ 7 7 6 5 1 _ _ _ 3 3 5 5 . J - H V BLADE ONLY t4 12 10 9 5 5 - - 11 8 5.S 4 - - - i 7 7 7 3.9 4.5 - - - 5 5 S 5 45 - - 14 12 10 9 6 - - - Lb 85 5.5 45 A5 - - - 7 7 4.5 35 - - - - 5 5 43 &5 3 - - - 12•-0-1�12 10 9 5 - 12 95 63 5 4 J - - 7 7 7 7 7 8 J - 5 5 5 5 5 S 4.S 33 14 12 10 9 e - - - 8 6 4 3 7 7 5.5 45 33 - 5 5 5 45 4 3 14 12 10 9 e - to 7S S 4 - - - - 7 7 6 S 5 5 5 5 4 14 12 10 9 8 - - O5 6 5 4 35 - - - 7 6.5 45 3.5 - - - - 5 5 43 SS 3 - - - 13•-0'14 12 t0 9 8 - - - IS 5.5 8 4.5 15 S - 7 7 7 7 7 4.5 - - 5 5 3 S 5 3 4_5 35 14 12 10 9 B 7 55 d5 ] 7 7 5 4 3 - 5 5 5 4 3 14 12 10 9 8 - - 9 7 43 75 - - - 7 7 3.3 43 - _ - S S 9 43 4 - - - *12 9 - 10 75 5 4 S 7 e 4 J 5 5 { 314•-0' - - - OS5 SS 4 JS - - - 7 7 7 7 7 4 - - 5 $ 9 5 S a 4 3 9 - - a.5 5 J _ _ 7 7 5 SS - _ 5 5 5 4 9 4 7 7 S ♦ 3 5 S 4 -- 14 12 10 - - - - 9 7 43 33F33 - 7 55 3.5 - - - - - S 5 3.5 3 14 12 10 - - - - 10 75 5 4 - - - 7 7 7 7 7 33 - - 5 5 5 S S 34 31{ 12 10 6 4S ] 7 7 4.5 3 14 12 10 - - - - - 5 B { - _ - - 7 S - - - b 5 5 4 14 12 10 - - - - 8.5 65 4 3.5 - - - 7 55 3.5 - - - - - 5 5 3.5 - - - - _ 16•-0'1{ 12 10 - - - - - 9.5 7 4.5 33 3 - - - 7 7 7 7 6 3 - - 5 3 S S a 43 35 1{ 12 10 - 6 4S J_ 7 63 4 5 5 { ]S - 14 12. 10 --- - - If. 55 75 - - - - 7 7 4.5 - - - - - e 5 4.5 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\`�•`,�tL111J111' + 02020 TILTECO,INC. 02020 EASTERN MRAL SUPPLY, INC. / BERTHA HVTM �CEN F'�`�9 A S S A Accordion Shutter System L E C O N c. itv eIADE T w OR w o itv ulNDow MADE ' No.44157 • • • • / / * •• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.Nc oEscwPnox DATE' DRAWN BY. Mp Siro' STATE F � 6355 N.N.35M St.Sta.305.VIKG rJBDENS,aOMDA 331&z Association, Inc. 1 OLD 17-107 /2/202: DATE: 7/2 2020 Pnone:(305)871-I530.Fox:(305)871-1531 4268 Westroods Drive 2 '�O�•. F(�RI \�; e-meDGNo9'Bl.com West Paim Beach, FL 33407 3 DRAWING No �,�c�5'•...... ro, `( WALTER A TILLIT Jr.P.E. 4 20- 64 "";'ONAL A�` FLORIDA U.0 44167 5 . �7 SEAL/SIGNATURE/DATE 6 SH14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (tn.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16 6t 17). !S3 U B _'E�;TFZATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR.SOUTH Ln MIN ry O. SPRUCE PINE SPRUCE PINE 1/2' MIN. COX DION 0=IN.�7R;0%5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.CLAS W/ MIN. G-0.43 W MIN. G=0.36 UAAMUM SPAN(N WAIL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIUNG MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS M. N, 0 & R W & X M, N, O & R W & X M, N, O & R W & X P & Q S&V S&Tr S&V C IEID1 NW6E R®fi 0®D� t7371 N7A3F IBS9tE ILN6 I79) LEWI IHIINM1T 11®If 1LU16(pQ D3N,Trro3t T7®H H+m1s(p) P,D➢T I,®,pS R191d TAI1G(P� RN01 EWnE R>ES4iE TtlDO(F4) 31L�TfW1E RtS9fS f0.RD(0Q D.Omgy IHB7IIN:IRSS7S EVFs(FJ) R9DI I�f1EOA 7W14(Ffj l39 0®1 TWA£�aauc(plJ 30 40 60 75 90 05 30 40 60 5 90 105 30 40 60 75 90 05 30 40 160175 90 05 30 40 160175 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30,40 60 75 90 05 30 40 60 75 90 05 '-0'OR 12 10 110 9 8 8 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 12 10 11019 B 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12112 12 12 12 12 12 12 12 12 12 4'-O' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 1019 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0' 12 10 10 9 B 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 B 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 S 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12.12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0• 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10.'12 12 ,2 0.58.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 35 - 6 6 5 4.5 3.5 3 12 10 10 4 - 6 6 5 4.5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 72 12 11 9.5 12 12 1.5 9 7.5 .5 9'-0' 12 10 10 5 3.5 6 6 5.5 .5 3.5 J 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 0. 12 12 12 11. 9.5 8.5 12 12 10 8 8.5 .5 10'-0' 12 10 7.5 4 6 1 6_. 5 4 3 -112 10 6 J - 6 6 4 3.5 3 - 12 10 3 - - 6 IS 4 3.5 3 - 6 5 - - - 12 12 12 12 1.59:512 12 12 10 857.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - 6 6 4.5- - - 12 10. 4.5- - - 6 5.5 3.5- - 12 10 - - - 6 5.5 4 - - 6 5 - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 127 0' 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- 6 5 3.5- - 12 10 - - 6 5 3.5- - 6 5 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 12 10 - 6 6 - - 12 10 - 6 4.5 - _ - 12 .5 - - 6 4.5 - - 6 4S - 12 12 10,`8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 12 10 - 6 SS - - 12 7 - 5.5 4.5 - - 12 7 E .5 45 - - 6 3 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 15'-0' 12 - - - - - 6 - - - 12 - - - - - 5 _ - 12 - - - - 5 - - - - 6 - - im 12 77 9 7.5 5 72 12 8.5 7 16'-0' 12 - - 6 - - 12 - - 5 - - 11. 5 8 - 12 10 8.5 6.5 4 12 12 8 6.5 5 3 11.5 .5 5.5 4.5 3S - Cl) HV BLADE OR1 HV BLADE W/ tl�A HV WINDOW BLADE WORKING IN UNISON* ♦SEE IJYRATON6 OF IISE FOR BVDS©ON SFEET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL..FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS.` 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:-SOUTHERN PINE N.2 W/G-0.55(N.DS) -1/4.0 TAPCDN ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGRAS FOR W/G-0.50(N.OS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.DS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE FINE FIR SOUTH W/G-0.36(N.0.5.) -MIN.1/2'COX PLYWOOD(1986 APA) 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO.INC. m 2020 EASTERN METAL SUPPLY. INC. N.T11 BERTHA HVTM Q` �cEN A.S■S■A■ Accordion Shutter System 44167 �L E C O M C. KV. MADE#1 W/OR W/O KV.WINDOW MADE N0. American Shutter Systems EY.N. DESCRIPTION DATE DRAWN BY, M.P TILUT TESTING & ENGINEERING COMPANY *: * 6355 N.W.36tl�.St,Ste.303.VRM"GAROEHS.FLOWDA 3316 Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 x A. F / t Pal W Beach, Drive 2 DRAWING No STATE Phem T(305)871-1530.Fax:(305)871-1531 F_ P:• u mOR:UMOS7aolcom West Palm Beach, FL 33407 3 '•,07(.•,, LOR .• • GA-0008718 4 20-1 64 WALTER A TILLT Jr.P.E. S/ON .tSTtt`EAL/SIGNATURE/DATE FLORIDA ua.B a4167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 8A, HV♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ 0 L— FOR IN TALLA 0 S INTO OD V ITH HV BLA E LY SHALL r WALL FINISH/ BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN &1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (D& A WORKING IN UNISON TAPCON WITH ADVANCED ?( THREADFORM TECHNOLOGY I/ 1/4.0 TAPCON OR �\ W/1 1/2'Min.PENETRATION y I TAPCON WITH ADVANCED THREADFORM TECHNOLOGY / OF THREADED AREA TO W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO DUSTING MIN.SEPARATION -O OR _EXISTING WOOD HEADER. I ' WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO LESS(SEEI I hV'l'' (SEE SCHEDULE ON SHEET 15) I 1 l J 1/4'0-2ax3/4'S.S.MACHINE SCHEDULE ON SHEET scREwS w/1/4'_20 Nurs I`—11 FOR MADE mINO r 1 Min ® 12'O.C. I ISTING I Ei DSHEET( 19 a - / 1l 11111111tt 1 = —! 11-EQ E g IXGL/SS—I 9ADF5 O ac�r \ I FOR I WALL ,ICI U n p IINISHHV (I I ate .` I c../ \'r'�1 I I Pi1QNALL ! ' _ 1 I WA EXISTING MIN. - FINISH j f iltllSllli /'' )2' LL x4'WOOD (� I o. 1 I ♦ y EXISTING NIN. //v1 \ HEADER REQUIRED DR II 2'x4'WOO I D 1 HEADER REQUIRED I� �1/4'0 TAPCON OR TAPCON WITH ADVANCED EXISTING 1 MN SEPAPJMON I I 7 1 '+I THREADFCRM TECHNOLOGY W 1 1 2' GLASS--I I 01 / / —I TO SCHEDULE ON SHEET(SEE O GLASS Min.PENETRATION OF THREADED AREA j— R. II FOR MADE m V--(SEE SCHEDULLE DONTSHEET I l I I (SEE SCHEDULE ON SHTING WOOD EET 15) TO EXISTING 0 SHEET 19 FOR GLASS---I - BIADES 1 2'x4'CONT.SILL �— PLATE REO'D. ®HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION (0)HV WALL SILL INSTALLATION I II II EXISTING 1 MW SEPARATION TO CLASS I III MIN.SEPARATION TO GLASS 1' GUSS—I�--- DO�ryG (�—(SEE SCHEDULE ON SHEET 11) ) (SEE SCHEDULE ON SHEET ll)-- —(D MIN.SEPARATION TO GLASS I I O I EXISTING I WOOD PLA2'x4"DOT(�SCHEDULE ON SHEET 11) GLASS--'t RED,Doi x II I 1 �;+�,� ' 1/4'0-20x3/4'S.S. I ' - <.:=.. 1/4'0-20x3/4"S.S. I I MACHINE SCREWS I 7 MACHINE SCREWS W/ �I�I I USING 1/4'-20 NUTS 1 ` F 4. I. \ \��� „ oc-za Nurs® tz� ® 1z'D.C. ©aRO n- I� s�.:;• 1 oR 1® OR V 1 e j 2 z CONT. L _ •'/ WOOD PLATE , 1.! I _ 1 1 1 I REQ'D. ( \l 1 \' �..D'`j-�� \A 11 -EO--CO E �1' �1'Min. I t THREADFORM TECHNOLOGY WITH TAD/2' Min.PENETRATION OF THREADED AREA TO 1/4'0 TAPCON OR 7APCON WITH ADVANCED \ ��+ SELL PLATE •'T.i EXISTING WOOD HEADER. �I THREADFORM TECHNOLOGY W 1 1/4•b TAPCON OR / /2 fKJSE• R V - EQ D. S SH TAPCON WITH ADVANCED 1-SEE SHEET 4 OR T'PICAL (� EWLL H SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ( " WALL FINISH (SLR SCHEDULE ON SHEET 15) EXISTING MIN.2'x4" V2'MIN.CD� STUDS® 16'O.C.MA%. PLYWOOD REOb. W/1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE �1/2'MIN.COX PLYWOOD REO'D. WALL FINIS THREADED ARE INTO PLYWOOD COMBINED IN ANY WAY TO RTTAC PLYWOOD STUDS TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION STING MIN.2'x4'SPUDS a 16"O.C.NAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS W ACCORDANCE ACCORDANCE WITH © WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE U TIONS OF USE OF HV WALL SILL INSTALLATION F.B.C. BLADE lA ON SHEET 19 dl '1111)III �I '�YYiA, 02020 TILTECO,INC. fLORIDA BUILDING CODE(©202 High EASTERN METALySUPPLY. INC. Zone BERTHA SUPPLY. ;`y�;'��CENS �� _. QL.SI.�I.�L. Accordion Shutter System IL ECO �N�. No.441 i H.V. MAX#1 w/OR W/0 KV.1WND0W MADE * TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems Tv.H DES MOON DATEDRAwN In: M.p o STATE 0 - 6358 N.N.36 h 6L•SW.3D5 W GB U GHROENS.FLOflmA 3318 Association, Inc. I OLD 17-107 /2/202 DATE � 2/2020 Plane:(30.5)571-1530.F:(305)871-1531 4268 Westroads Drive 2 F�OR1�• '���'�` e-mail:UXecaftoLvom West Palm Beach, FL 33407 3 DRAWING No ,, (cS;•......... `'c,^. CA-0006719 20-164 �� WALTER A. u Jr.P.E. NLA a 1p``\ nP.E.SEAL/SIGNATURE/DATE FLORIDA U�®44167 5 SHEET 616OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+' OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUDE In ONLY SHALL BE LIMITED TO 1054 psf. S D. DESIGN PRESSURE R - G 'SEE SHEET 9 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE WORKING IN UNISON 1/4'0 TAPCON OR 4,x8• Nn EO - -EQ -- --2'MIN.— WOOD IF APPLICABLE) THRTAPCON WfTFi ADVANCED (T.)REQUIRE 1 W/I IFORM TECHNOLOGY WOOD BEAM REQUIRED. OF W/i 1/20'WTI.PENETRATION 1/4.0-20x3 4'S.S. STRUCTURAL ADEQUACY I: OF THREADED ARFq TO / To IXISTING WOOD 1' PFOWPS TRUSS HEAD Tp BE CERTIFIED BY r EXISNNG WOOD HEADER. �n'j MACHINE SCREWS BE ENGINEER OR `a " /'EASTING WOOD (SEE SCHEDULE ON SHEET IS) C I W/1/4•-zo NUTS ARCHITECT PRIOR TO ED EO TRUSSES OR ?, I 19 -EO-F-EQ^ 012'O.C. SHUTTER INSTALLATION. a 1/2 -�+ 1/2• OTC.REQUIRED 1/4'o TAPCON OR / ~ i1 T 1 OR 1 TAPCON WITH A13VANCEO I �.. / / �__ EXISTING SOFFIT _ .257• THREADFORM TECHNOLOGY 3/4'Max.THK. Max. OF TTHR ADED AREA 7 PENETRATION .�E� / (<14z3/4' EO' EO _ Vx4'xl/B"CONT,ALUM.TUBE _X1/26 Min. S.MS. (6063-T6 ALLOY)W/ PTIONAL I EXISTING WOOD HEADER. O 6'O.C. © © (3)5/16'0 LAG SCREWS TO I (SEE SCHEDULE ON SHEET 15) Oj or iiJ3 or 15 j 1 or R t or 1 oG I LAG SCREWS AT MIDW OTH OF EXISTING WOOD �� MIN 2'x4' 1 I I I OPEN HOLE AT EACN WI�ER.(2'Min.NOMINAL EXISRNG— HEADER REO'D )W/2'Wn. GLASS I MIN.SEPARATION TO GLASS EXISTING I STUD TO ACCEPT '' PENETRATION OF THREADED 7 (SEE SCHEDULE ON SHEET 11) I 5/1610 LAG SCREW AREA.VALID FOR _ GLASS I' I AT CENTER OF TUBE. INSTALLATIONS WITH 72psf MAX.A.S.D.DESIGN LOAD AND 1 u2L SS(SM EXLSnNG T ICI SPIWIG9 9'-0'MAX.SPAN.THIS �S HV WALL HEADER_INSTALLATION' I xL GLASS I 10aA4Ls1 INSTALLATION IS ONLY VALID II RrtE CN mMD OR �� SC MM�9A0Em FOR WOOD W/MIN.SPECIFIC I CH am 19 1rn � ON SIB 19 FOR FIR OR GRAVItt OF 0.50 AS DOUGUS 1�SEE SHEET 4 FOR 1WHAL SHUTTER A55F3NBLY 9Atbm@® I 9A76�dt 1 DR®� OR EQUAL SOUTHERN PINE No.2. 2-MOUNTING SECTIDNS CAN BE mMgU TO kV CEILING.INSTALLATION IN ANY WAY TO SUIT ANY INSTALLATION. U HY CEILING INSTALLATION /i-- 1 OR 1 I E&E O N MIN. I I ANN.SEPARATION TO G SEPARATION LASS _ I -1 1 Eg pEp 1 (SEE SCHEDULE ON SHEET 11) DOSnNG I ON SHEET 16 F TO GLASS -O CU55 I aADESO k 1D (SEE SCHEDULE EXLSiW. A --'-O ION SHEET I1) I I I I I I 1 1 I I I= WALL----�� - - i LOCATION IX15t11ANS5C FINIS 7 I I ( T 4 O D!a �' ®10x3/4'Hp( 2"x6'MIN:WOOD 9 •�`T��_� Nax, 6 " 7 3la mBi. -WASHER HEAD TEK I DECK REWIRED 13 Oli 2'x6'MIN.WOOD -- �..IT SCREWS® 12'o.a (NO FINISH - ALLOWED) DECK REQUIRED(NO - - �j5��t\ I 4= 19 EO I I nIEFOT E OE�CK_ 2' . �IF --.--�— — IF GE OF EC Wl.. 1. LE 1/4'0-20x3/4"S.S. —Jrf 1/4•0 TAPCON OR PHIWPs TRuss HEAD 2 y . 2'x4'CONT. TAPCON WITH ADVANCED Min' MACHINE SCREWS � - 1/4.0 TAPCON OR TAPCON WITH ADVANCED 2'LUN THIR FORM TECHNOLOGY W/ 1/4'-20 NUTS THREADFORM TECHNOLOGY W/1 1/2'Min. SILL PLATE W/ 1 1/2'Min. PENETRATION ® 1p•p.G. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFAOFORM 2'MIN. PENETRATION OF THREADED REO'D. OF THREADED AREA TO TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER(SEE ,i;�` EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER:(SEE SCHEDULE ON SHEET 15) SCHmU.E ON SHEET 15) ' (SEE SCHEDULE ON SHEET 15) : UMTTATIONS OF USE FOR O HV WALK—OVER INSTALLATION Q.HV WALL SILL INSTALLATION H ADE®ON SHEET 19 O HV FLOOR INSTALLATION FLOW BUILDING CODE Hon High Velocity Hurricane Zone `��1111111111s j��' 0202o mTEco,INC. ©2020 EASTERN METAL SUPPLY.INC. ........ A■�■�■A■ BERTHA ter S '��GENS••:!' -. Accordion Shutter System No.441 7� KV.61ADE#i W/OR W/O KY.WINDOW BADE # * TILUT TESTING k ENGINEERING COMPANY American Shutter Systems Ev.N Dmit1PnoN BATE DRAWN BY: MP •m 6355 N.W.360h et.Ste.305.VIRMNA GAIIDFRS.RORIM 3314 Association, Inc. I OLD 17-107 /2/202 DM- 7/2/2020 s-o'•• STATE 0 % Phone:(305)B71-1530.Fox:(W5)B71-1531 4268 Westroods Drive 2 FLORID•.•��?� .-.all:tot.. ..I.— West Palm Beach. FL 33407 3 DRAWING No aA OMuffJ 4 20-164 WAITER A TILLIT Jr.P.E. NA>; ``SEAL/SIGNATURE/DATE n-owDA Va.i 44167 e SHEET 0F 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 214'YIN.W'DOD SRDS REO'D. 2 4'UK WOOD SPUDS REO'D. 27x4'YW. :i\ \ \\\\ / // / /1 !i' ./ 2'.r MAL WOOD StU05.^`• 1/a'/wow .Z / /// /1/i —WOOD STUDS. (AS APP ICAW-0 l"INCNOR o D•OL xx� '-I� ,: (a APFLICA E)V (STUDS OR OR WiUTION \ J `t V r TD 1/2•mn I \Q EDIRTWG GlA::S t ��I" fRYWOcO 6 NO CDSRNG GLASS 'I •' / \ STUDS DW. r, WSTINO GLASS `I ±1�SONO G1A55 yam ; J�hO\ �I 1/z•MR.Cox XXI -(I J k 1OL EiAYWgI YlL SFPAR.VaT1 PLYWOOD- 1/2- YN.SmNUtGN fO1 SEIWPNRI TO am(SiE `;;!.S..a.�,E .:.'•-1J2'uulT� w�:. c:..'•- -•'� ;pmuE a sm p ,yp��-= SoeroDlxE�w s�EET ro DHSS(s¢ s �.:"jh.=,ai SO®YE N WAU. / ONSUM 9, nip tit i 9N mAw 1J2• - tQ1F0R9w 1O RR It FOR 9/OE mA•o .�6 ISO63-TO)COM.`` VOWS{ r-1/z•MIN.cox1 w 9¢T iv IOP eda®&® 1 Pu DiD�ut�E 1/2" P�twcoO. 9�mFs mt6�l �(D&0 ' 13Mrsme�ig I -MIN. AT Otll(CR S NWV OR - - `Otw1/r SN.S �J /Iwt/2•SIM 018 QC. J (6OaS-te YWl Ar I�rt , 016 Da -—- 4 0))tltwt/2'GY$.ro a a �J (D1/1;tumn TO 4 EnIdA':iOE��J At - SEE DErA�x FTR+ I OR SIDE�N / SEE DEEML x POP 1 SEE DuAh x FOR t DR® 16,�-0.0.r0•a SIX cONNID; N 4 -c�•ao-o�•®- 6 a�®- ro TRAcxs o o ©-o 0 O®'®'®•�'(� END CONNECTION DETAIL(A) END CONNECTION DETAIL II END CONNECTION DETAIL® END CONNECTION DETAIL ��qD� • REOYRFD D'LL Ib9 9'Wr5 GAFAIER 1NIH f2b' 2-aa'MR.WOOD 1/a"e TAFI:gI ANCHORS 1/a'0 TAPCN!ANOm O1wIJ2'S.YSSTUDS REO'D W/1 I/r A". W/1 1/r Y3i 016 O.C. ,�„,�71' E%5r-%cuss �vD+E1RAnOrf o 1Y D.c Fp.... o 1Y oa� ip% � • SEE UMITA71ONS OF USE FOR SO .AE w sAT3 � e�w BLADE IA ON SHEET 19 uV sEP P� 11 FOR RICE 0B ON 9ELT fe F6tt/2CP@CN�OR@ Q Q§ 5f Ot OR �'> \ •. _ / ©OP@DR®CR� VIEW Y `VNL TOM 2"%W000, Y111�J• ll%%�� CCZYY, PLAN Brim �•�•®'�•Q`{•® O'®-�'�®'® DETAIL X END CONNECTION DETAIL ® AND CONNECTION DETAIL 12 - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A. j/� m2o2o 7R,TECO.INC. Cz12020 EASTERN METAL SUPPLY,INC. ..�. �y BERTHA HVTM No,44i IL �qo INS. _ A■S■S■A KvACE#1 W/OOR Shutter System gA.S.S.A. #� / w/o Itv.vnrmor+euwE American Shutter Systems EY.N DESGRIPVION DATE: DRAWN BY: M.P STATE OF 2i� TIWT TESTING & ENGINEERING COMPANY As3oclo41o11, Inc. I OLD 17-107 /2/20 DATC 7/2/2020 9 �'�LO SM5 N.W.361x.SL.Ste.305,VWGO rJADETIS.FLORDA 3316 4268 Westrocds ADMive z o,(•, Az IRO- • Phone:(305�71-1530.Fax:(S0.5)871-1531 DRAWING No %��CS•.,' •c, e-mmCCA GIOt00006719.com West Palm Beach, FL 33407 5 20-1 64 WALTER TN-U 44167E 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 15°'®"�'l • GMER.AI LMRAMNS AND CGNDRIONS DF IICC FDR BER11iA c�op .� n�> (t�FAF BIADE AGFYNRTI-Inu M WORKING IN � UtilS N WITH HV NNDOW JI AT E AA f � 1.MAX.AS.D.DESIGN PRESSURE RATING:+110.-110 ps.f. 2.MAX.SHUTTER SPAN:96' S 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6.7;AS WELL AS MDUNTINGS M.0.T.U&W ON SHEETS f6&17. ONLY CEN7ERMATES U ®(T W/�4 OR A(ARE ALLOWEDP,O WITH 21 OIYOLD, EMUST HE INCLUDED ON YO T SVIT {OR ACCESS SIDE of of OPP031NG 16 m 24 CM ENO I ♦ ' ' 5.(A)FN WINDOW BIADE\'7.SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3b HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4�4 -�_- MAX.5 WINDOWS ♦ ♦ ♦ ♦ ♦ (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLARE 1@ ALLOWED'AT HV �i OF ANY 3'0 HOLE FOR®SHALL BE 12'. WINDOW BLADE® ' (C)FZST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE NV ♦ • ♦ ♦ ♦ WINDOW BLADE 1 - ♦ ,, ♦ (D)HV WINDOW BLADE g)MUST BE USED ALTERNATE TO A SOLID HV BLADED THROUGHOUT SHUTTER'S WIDTH. 'o ♦ ♦ • • ♦ • � n n '�.. (E)CE�ERIIA SINLL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV I _ A .L•Vl_ (`h!) BL1DECAT ERHER SIDE OF THEM. SEE END g - (F)POLYCARBONATE W WINDOW®SHALL BE INSTALLED SO BS TA FACE 1 CONNECTION ♦ ♦ ♦ ♦ ♦ I:' 4 �j,1` 7HE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW 0 MUST BE DETAILS ON SHEETS IS,I) ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED UY ASSF. 10&1B TYP_J H INC FULL HEIGHT. ✓ bAr ryp F ,a, 686 g 6.SEE ANCHOR BUILDINGS ON SHEET SPACING5.AS Mu RED BBY INSTALLATIONS AN ANDDODE9L�NO WOOD FRAME LOAD SEE NOTES _ b9 3 1&2 ABOVE). IZ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). (SEE PLAN FOR REQUIREMENTS) 8.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: - z p H $ TYP MP&HanoiW� 1. oR a 6 7 WINO ZONE MfNLMIM SEPARATION TO CLASS NUMTTEO WIDRI 1 THRU 3 1' �LE"TION .SEPARATION GLASS EXISTING G r MN TO GLASSSTE SaIEDL[IE ON SIR ET 11 FOR BLADE(D 4 6.25- �" _---- _AFID OV THIS SHEET FOR 6LADESD&® . _ P. ` . 4 2(1 2ti\ Q TYP, svJ�TOIRFzlaNERMATEs 65 ,\ w/o(�sUs(sEE�NaTE 4 ABOVE) TYPICAL HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* N.T.S. E f rrF FWPJDA BUIIDWG CODE(Non High Velocity Hurricane Zone ..` ..:.• A♦' 102020 RLTECO,INC. 02020 EASTERN METAL SUPPLY. INC. _ . �icEN r9 BERTHA H r TM IL E C O iN�. A S S: Accordion Shutter System ND,441 7 _ ■ ■ ■ ■ kv.MADE#1 W/OR W/o RV.W"M MADE * American SFIUtter Sy$telnB REV.fi DESCRIPTION DATE DRAWN BY: NP TILLIT TESTING k ENGINEERING COMPANY •_ Z ;' STATE 0 '�.. 6=N.W.36UL SL,St&305,MRG M GARDENS,FLORIDA 3316 Aeeociation. Inc. 1 -OLD 17-107 L 202 DATE: 7/2/2020 D• F Phone:(305)871-1530.FaX:(305)871-1531 4266 Westroads Drive 2 'L�F• �DR1D .••<t,�`'� a-1NoI:9ne000eDLcom West Palm Beach, FL 3340Z s DRAWING No ss/ANAL G �r``` LTA Jr.�'1) P.E t 20-164 AFFFInNnN1u ��. SEAL/SIGNATURE/DATE FLORIDA LIc' 1 44167 5 SHEET 6 19 OF 20