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HomeMy WebLinkAboutPRODUCT APPROVAL- SHUTTERS ACCORDIONfilli- OCISHOm's Log In flier Reg'stretlon Ni)t7bllni—ples SubmltSurcharge State &Facts Publiretlens Contact us BCIS Site Map Links Search # 8; �-1Product Approval i��i%DLO : Public User 4i,'t/ �> File Copy > Aodieaton �a > Applieaftn Detall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compilarce Method Revision 0 t / 1 �j'wr Revision R E I E W E D F O R 020 � Approved CODE COMPLIANCE ST. L CIE COUNTY BOCC 12124z� American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8253 bfeeley@eastemmetal.com Bill Feeley Trod riguezOeastemmetal.com - Shutters Accordlo 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 Waiter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 2/31/2021 Validated By John Hehry Kampmann Jr. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Cartiflod By validation Checklist - Hardcopy Received --1"�"" r.:i.t; � . )i j t ►_mil �: :;i<°;:,r:�_ :2df _._.�J':...i.ti i:._)I �._(1�..J;.;i•,'i_1.iiJd�.;+�3 ����� ASTMBE 886 I[ ASTM E-i 996 2012 ASTN. E-33o 2012 TAS 201, 202, 203 2002 1994 Sections from the Code Product Approval Method Method i Option D Date Submitted 1.0/15/2020 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 " Taecriptfon 389.1 Bertha HV Accordion Shutter - Blade 3 - (Non-HVHZ) - Drwg 20-165 Limps of Use _' _ �•• •�- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASD load and 13'-0" for 35 psf negative ASO load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-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. 389.2 Bertha HV Accordion Shutter -Blade i Only- (Non-HVHZ)- Orwg 20-164 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVi blade, W-0" for +64, -72 p.s.f.'W.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals Stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- COMBO- (Non-HVHZ)- Drwg 20-163 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection InataWKton Instructions ki 7Qt1 Y3.1-1.0 Ili- RWING 51 Ctl,fiDt? i.i)t1f Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports F.1.5119 AN Created by Independent Third Party: Yes Extruded aluminum Interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party. Yes Evaluation Reports Created by Independent Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions if I311W AS.SAj1J_A0E i !%jjdf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports ,Ul 6E__ff; ASSES 8 &L_)U 2-11 Created by Independent Third Party: Yes �1 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Coovriart 2007-2013 State of Florida.:: Ivac ajS ement :: Accessibility Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may of used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click berg.. Product Approval Accepts: ,ae El W eEte:N 9 (;tedit (;Brd Sate GENERAL NOTES: BERTHA H.V. ACCORDDN SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) WAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE WITH THE 2020 (71h 111"OF THE FLLMIOA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSURED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WM LOADS SFLALL BE DETOM04E0 AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL SE INSTALLED WITH A EIRMT0N LITY FACTOR Kd-OAS, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS-O.) DESIGN PREMRE RATINGS INDICATED ON SHEETS 11 THIN 15. 19 & 20. 1H ORDER TO VVW THE ABOVE COI DI ION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-18 SHALL BE FIRST REDUCED TO ASA. DESIGN WIND LOADS BY MULTIPLYING THEN 8Y 0.6 IN OROERTO COMPARE THESE W/ MAX. (DSO) DESIGN PRESSEIRE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED., AS TESTED. WERE M07 OVER STRESSED, A 33 X INCREASE N ALLOWABLE STRESS FOR WINO LOADS WAS AM USED IN THEIR ANALYSIS. HOWEVER, A WINO DURATION FACTOR CO-1.60 WAS USED FOR VEMFICATION OF FASTENERS IN WOOD. BERTHA KV. ACCORDION SNORTER SYSFEY'S ADEQUACY FOR WIND AND LARGE MISSILE BNPAC'T LOAD HAS BEEN VERIFIED IN ACCORVANCE WITH SECTION 1600.1.2 OF THE ABOVE MENTIONED CODE AS PER ATT. REPORTS: -HV BIAW (j) 110214.01-03, #0715.01-03. #1004.01-05, 01214.01-05, 10317.02-06. 10609.01-ID AND 00210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND A5118 E-1886 AND E-1996 STANDARDS (MISSILE LIM 0. WIND ZONES 1. 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE © 10505,01-0IL AS PER ASTY E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 1 0725D1-86 AS PER TAS 202 PROTOCOL 2. FN BL.ADE(J+ 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 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275• AND 114.1,75' RESPECTIVELY, 410-HT MINIMUM SERES STAK0 M STEEL SCREWS WTIH MO kw YIELD STRENGTH AND 160 kai TENSILE SMUMTH. PINS SHALL BE COATED WITH BERTHA FM DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MIST BEAR THE MV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ISSDCMTION ALLOY AND TEMPER AS NOICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6053-T6 ALLOY IS 30.0 ks; AND 35.7 ksi FOR SODS-T5 ALLOY_ ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIVILAR MATERIALS 9WL COMPLY WITH SECTION 111-6 OF THE 2D15 ALUMINUM DESIGN MAMAL 5. ALL SCREWS TO BE SIAMM.ESS STEEL. 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kt YIN. YIELD STRENGTH AND 90 k- FAN. TENSILE STRENGTH, AND SRkL COMPLY W/ TLORDA E#A ANG CODE SECTION 24113.3.4. S. BOLTS TO BE ASIM A-307 GALVANIZED STEEL. 08 AST 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE : 12.13,14,15 AND 20 HV BLADE OQ & ® WORKING IN UNISON: 12, 13 & 15 B. TINS BERTHA KV. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16'779.582- COMPONENTS OF THIS APPROVAL ARE COVERED, N WHOLE OR IN PART BY U.S. PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. B SH4U BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE INHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL STUTTER COMPONENT EDGES MACH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING 70 PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OTHER, TENANT. OR OTHERS. MAST PROPERLY CLOSE ALL KV AND HD CENriRMATES 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 17099.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12. BERM 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 PERMITS APPLIED TO. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: LG WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CORM44CTDR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.. PROVIDED HE/SFE DOES NOT DENATE FROM THE CDHDMOMS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 IKE CONTRACTOR'S RESPONSIBILITY. (c) TINS P.E.D. WILL BE CONSIDERED INVALID F ALTERED BY ANY MEANS. (d) SIDE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROTECT AND NO W&L BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER 70 THE P.E.D_ ENGINEER SHALL SUMMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVX K (a) ORGNEA_ P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1^II 02020 TTLTECO, INC. No. 441 7 -{ya TILLIT TESTING & ENGINEERING COMPANY q'• STATE l/7�y�,y F ✓�-�'✓ 6365 ", ]6A R. S1a 305. VFRp A U/etM. RLIOM 33 Pnana : (JOSjH/1-1530 . Fac : (305�T1-1511 i F� ORi'� A G-000671k �iP WALM A TLLLT Jr_ P.E TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 35-44 SHEET 4 TYPICAL MNJ30W M" & WINDOW DETAIL AR ♦ - Hy anF (ID AND HV WINDOW BLADE CUi1 (WME_E APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTAIATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS NV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCfCVEILOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHDR SCHEDULE- CONCRETE & BLOCK SHELF 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 04STAUATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD ARFA • HV WINDOW BLADE SHEET 18 ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4• HV WINDOW BLADE n INSTALLATION DETALLS, METAL STUD WALLS ONLY SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA L American Shutter Systems Assoclatton, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 OW(NDn Nigh Velocity Hurricane ZonN CF 2020 DO RN METAL SUPPLY. INC. Accordion Shutter System H.V. RAM /1 Wj OR W/t) KV. WB M B(AOE (AWING No 20-1" 4.371 4.857' COVERE 1A D UNDER US PA 5458179 HV WINDUCOMEe LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY AND TEMPER 24M- N 3.225' ✓� 06 WADJ��TRACK QUALIFIED FOR USE W/ HV BLADE (� 6063-T6 ALLOY AFD TEMPER 1917". ' 060' ��6 .. Gso'• � ~67a 1 sfis' S 3.520' 1 . HV CEILING EADER OUR. IFIED FOR USE W/ HV BLADE(:1jONLY. SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TFMPER X _ 1 � 14F1 X YN Y MN 1 . 1 SIDE ANGLES QUAUFIED FOR USE W/ HV BLADE J 6063-TG ALLOY AND TEMPER -e 4.385- 4.999' HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADECI; 6005-T5 ALLOY AND TEMPER 3.226' _ 1.500' M. HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE C 6063-T6 ALLOY AND TEMPER n VARIES 1' tat$' mcr Do- •�670' .Lp q4 J�V HEADER/51LL QUALIFIED FOR USE W/ HV BLADE I (ONLY , 6063-TS ALLOY AND TEMPERv T1 r V ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE -01, ONLY 6063-T6 ALLOY AND TEMPER ' No.441 7_ - * * J, �, .• STATE D '/'L1J 41-,J Ci/ 4.436' TEMPER \ g� 6063-T6 ALLOY A PER n 1936' y ►. 33W 33 HD CEILING HEADER/SILL OUALIFIED FOR USE W/ HV BLADE;1j SEE SECTIONS FOR VALIDIIY - 6063-TS ALLOY AND TEMPER COMPONENTi A R T., T2 U71 2" 5' MAX. 1/8- 1/8' J 2- 5- MAX. 0.192' 0. 192" J 9 2s- 7' MAX. 0.190' 0.190- ® 2- 5' MAX. 0.139' 0.131- 02020 TILTECC, INC. TL EC®,N-. TILLIT TESTING k ENGINEERING COMPANY 6355 N.W. 3,1A 5L. Sk, 30, VWGnM GAROEI6, FLORI01 33 Phone : (305)871-1530 . Fm : (305)e7/-1531 e 0: 1i11 .Naa.wm CA-0006710 VALTEA A TLUT Jr. P.E. FLOROA Lk. I A4167 55 HV 90'/lDr STARTER QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 2.970' .994' _ _ .67�_ 1.0D0- c1 _J! it �t2:7 .920 - J�TR�NCH�ACK QUALIFIED FOR USE W/ HV BLADE 01 CNLY. GW3-T6 ALLOY AND TEMPER .125 3 529- BLADE 60#S<6 ALLOY AND TEMPER ,0 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE (2 6063-TG ALLOY AND TEMPER American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 .373'- - g • 124% - ES -=- 3.750' _ - (A��N�ARD AL.IRED FOR USE W/ HV BLADE 6063-T6 ALLOY A D TEMPER CODE (Non Nigh reiocity Nurricone Zorn m 2020 EASTERN MEEK SUPPLY, INC. Accordion Shutter System KV. Wa #1 W/ CR W/O KV_ WNOOW BLADE y-,. 0(SCM110N M=� OII�N Bv: OLD 17-lDT /J/» RYE: 7/2/2 20 _ DRAWING No 4.660" - _ ' r f929' 1/41`200/r' 1 - WtC,1' 4'J7e•- 745: 2.293" • �p ilAi NND ¢ Eo NOULND D+ L 'Ij -j{�_ -4�u• SSYS {r�.'ll BVQD PNWfD 1/f1MFADEO xx ME _I y KEYS 6 �,)2, 'ENTERMAJ�s. �, �,.a,.k,.3-2a�_ Y'-__ ®HV LOCK Qt1A11FlED FOR E W/ fiY B 1 & f�i ONLY o`' ..� 3.ozT" ,875: IFlED FOR USE W/ HV 1063-T6 AHOY-Mty.-TEMPER QUA ED FOR USE W/ HV BLADE. t)& t ONLY /4 e - T - B EO& ® O 6063-T6 ALLOY AND TEMPER - - 011FIED FOR USE W/ HV BLADE(1)ONLY f _ 2.874- _ 6063-T6 ALLOY AND TEMPER ' f - 1.756' _ 922' 4.045' _ 2.. -- 2.079' 1.753• • m� -- Aw- j ^ C N PC• tAaD-- '• r' tV N ct PLAN"FRONT ELEVNION WT" HV MALE'• LOCK CFMTFRkATE ®QUALIFIED FOR W/ Hv BLADE 1 ONLY 1� HV FEMALE "T" LOCK CENTERMATE ®HV "T" LOCK T LOCKER FOR LOCK CENTERYATE i QUALFFIFD FOR USE W/ HV BLADE iQONLY USE 6063-T6 ALLDY AND TEMPER QUALIFIED FOR USE W/ W BLADE(1)ONLY QUALIFIED FOR USE W/HV BLADE 1/ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER''' 3.161 432 62 `311 HDLOCKING R QUALIFIED F SE 6063 6 ALLOY AND TEMPER VARIES. 72" NIN. t/4- s-70 SS OR 7/6-I-16 ACEFAL iRUMBSCREWS. ' (SEE OETA¢5) $ LOCKING ROD OUAUFI FOR USE W/ HV BLADE 606 T6 ALLOY AND TEMPER Q �jINSTALLAT ILL REQUIRE /16" HOLE nNlFFItIrn AT TRACKS EMBEDMENT VF HD CENTERMATE W/ LOCKING ROD QUALIFIED FOR USE W/ HV BLADE 1 & 1A 6D63-T6 ALLOY AND TEMPER 1 .130' 375'0 66 NV 3/8'0-16 ACETAL THUMBSCREWS OLIAIIFIFO FOR USE W HV BLAOI \,\GET . 9� No. 44167 Tt: * '# �;. STATE F 1 OUALINEQ._FOR USE Wf C2020 TILTECO. INC. IL I k C® 1Nc \ TIL1.1T TESTING & ENGINEERING COMPANY 6355 N W. 36M A, S" 303, MR41W GARMS. FLORM 33 Phone : (305)871-1530 . Fox : (305)871-1531 --it: ta-411 1— CA-0006719 WKw A nLLD Jr. P.E. FLOWDA Lic. 0 44167 EGRESS TURN KNOB. BRASS CYLINDER (CHROME PUTED) T 1--Z50 O.D. ASPIC /RAD D 5� 1 MOLDED TO '^ _ ,R SCREWvf' n - -.36D• AFTER RIVETING =- " BEFORE RIVETING 1/4" p-20 x 3/4 S.S. THUMBSCREW 1 /4"m-20 RiVNUTe *SERIES 9444 ALLWAUN (2024-13 ALLOY) LARGE FLANGE TMN SNIET NU75ERT, PARE 1 0520• AS WWUFACTURED BY AVOEL CML" TEIUORN, pNESPpEM. MCW JffRSEY 07054 OR EQUAL. ® KV ALTERNATIVE LOCK OUALIcIED FOR USE w/ HV BLADE 1Q ONLY .: 5: _ THUMBTVRN I .• CYLINDER OR I^ I KEY CYLINDER `J 545• m' 0.875' Min. m 1 .125' MO.. Q ° O I 0 J 11 - - '• TNUMBTURN CYLINDER f00 OR KEEP 1.57" Min. CYLINDER 1. 1.78• Y°:. u^4_n� NAR BY REGENT MORTISEDW®•• LOCKS SERIES 2333 HO�OK BOLT LOCK. QUALIFIED FOR USE W/ W BLADE 1O& C:/ HV BLADE '-I" FU RlDA BULMIC CM (Non High Velocity Hurricane Zone 02MO EASTERN METAL SUPPLY. INC. BER7 Hb HVTM • Accordion Shutter System AAS.SAM H.V. NAOE #1 W/ OR W10 H.V. WN70N► MADE American Shutter Systems ,`_opOnpK ___ WE NVM IY: -MP Association. Inc. + OLD 17-107 mr.. 7/z/mo 4266 Westro0ds DriveDRAWING No West Palm Beach, FL 33407 s _- _ �_.__-_..i 20— 1 64 a - I iD HV BLADE T ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS HV 1 3/4' ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ /8 HEAD ® I POLYCARBONATE IMPACT RESISTANT HV WINDOW t Xou j' DOR ®I& i;_DOR 03 r or 4�3 * (IV PM 0EUUIREMENTSALT EXTERIOR BLADE KNUCKLE FOR �Y HV 1. HV .`1Ac N ®Sr'9L_ k WAYS 6E JSED AT Ali. FYE:CF R. ® N WyLx 3:i1:3'j NUCKJS CF -.V A,X:GRDIGN SYSTEM W11 4V iO a'n 'V ®8[ACE. TYPICAL SHUiIIER ASSEMBLY i,'.T3. (2) HV P1N 19 VAY BE USED it, JEU ai7 ID AUD ONL'r AT EXTERIOR 3C• 20M KNUCKLES OF HV ACCMON SYSTEM IN/ PVC) BLADE WHEN CORRESPONDING '.O INSTA- W-ION "!1". SHEET 7, o4 r •; V1 /� r•' rt ,�i (31. P1 @ C- ® W/% 1/S" a:)16- T!•!CP• S.S. WASHrx SI-AL, aE USED POn DIRECT IA N Inc74 RT10% '-ER r;FT.AIL SHEE-7 WHEEL CARRIAGE DETAIL 12' MIN. C ANCE- TO e=IT,vP AGZt - ELGE 1A • i w WM001'J MADE 3625• 0"ar •062s- 'S a offroN .' 1eT5` Y KNUCKLE 0E2.' Ni i FLAT PORTKYJ ' R1.y�'�'r/.✓/ .. IRALi ••EN,'.v f 3'i6 44 /m�e>sD x 3/4- � �tV WaQ2OW /• � „ GEAR j ' DJ LO BltiE _ y Y CtENMItiS. G.NTCRS ON ., +, ."'-. 75U•v' 2 -1/4" rFAnn ar_.+Yv WAR •• B 1 TYPICAL HV WINDOW BLADE JA AND POLYCARBONATE HV WINDOW DETAIL NjS �; p�rr.e.�t:Gh�TE- +�� 2ES!.yTPIdT_I•V W`!IJl'.JW ,• SAYER NtWOLON 3103 r-OL'(CAR—BORA'T . NN C:Es}tAOCE RESi:JS. LTV-STABbZFD GRADE OR SABIC iC SME 8M•: U INNOVATIV' P!. AS10 C: A°: I G3 RES11 ' (SEE NOTE "4 $F c + Ail EXTERIOR i•HV PIN 4g':R(4--; AT ExTVIOR -f. - � - •° L BLADE'S KNUCKLE. SEE NOTE P.EUUIF•ENENi_) j�. RMBLY V LAYOUT 1 HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS N.T.S. No. 44 6 9 STATE ' F IL ECOLM�. TiLLiT TESTING & ENGINEERING COMPANY ES55 F.T. 3Et4 R.. I.. Va. tl:4'vNF L+AJva. Fu'A2.;A �Po : (135)8.1-7530 Fa.: !30:)V7 U3r e Z1. Lift o i-Wx_ .^A-CDDBT'9 N'ALTER 4 •!ELSE I'. F.1: FLGPov-P Lk. C 44w. PCL'''GAR9CNA•T SOURCES FOR Oar �cAe R Af c�iCE ;��ss apr r�m0 W. D7i= 2/: vv�STI f 1. 0.w me SAC3o i 9V0 ov. E-•AK& IsTu 12K: +23 ' C s. '!Avc ps-' F'w1A: a..Jt a. AM . Mxc a... "50% x.: "N�. Jti 02W 43.2 A "Al i YAK •.+K< L .1I "5 o-1 CLs! Taw A:M'• G13F. 'VZ .'ERE"w NITF NZ..'.G.\: Wu :.[•. a37 Pv SW pz:. "SL- s2Fi3: %nn w ..-.m, I Aa^u !3a .".la. pc:. "aG W. A.S. S.A. Amedcan Shufter Sytf�ms Assoataiton, hm. 4268 Westroccis Drive Wc=_+ :'&r, Becch, FL 334C' CODE (Non Ni •t Veic4ilt•; HuTriccrle zoni t 2020 EASTERN IAETAL SJP:LY. W. BERTHA HV-... Accordion Shutter System H.V. &4X #1 W at W/O LTV. WIDDW BIAM !AW!NG Kc 20-164 END YECTION LS ON 15 110 e YP. FILL HOC-NVC li 1 i c =sg 'p E N1 J K' L 1l• P O 1aixlm wc1N TYPICAL _1 __ LN BLADE SHUTTER ELEVATION N.T.S. uGEN, No. 441 STATE C " ;S 3 �Bs C" SSx OF CORNER CENTERMATE I *NOTES ON HV LOCKS AND CENMIMATES: , 11, VNWWLaM=W #I- ONE HV LOCK a or I(a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR ][2 OF SHUTTER SPAN FOR SPANS UP TO 105", MID FOR INST TIONS T ANY ELEVATION. HV LOCK or �^ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO� OR CENIERMATES W/(2) 1/4*0-20 x 1/2" LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2, �]�LjL IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO 11V { LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES �' OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOG N OF LOCHS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. f2 LS LISFn ►y/FWO CKS) H.V. JD: LOCKING RODS ARE NOT REOUIRED AT URRICANE POSITION, BUT MAY 13E USED IF DESIRED TO ENHANCE SHUTTER PERF MAt•10E- LOCKING RODS Sj, DR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ONE HV LOCK JE7 ® SMALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK• or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TOORNER CEJNTERWATE W/(2) 1/4 6-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS; AT TOP h (iA.0SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. i 5 •ONE ALTERNATE HV LOCK MAY BE 1/5ED IN UEU OF LOCK or FOR ANY SPAN AND INSTAEATIONS AT ANY ELEVATION. ALTERNATE LOCK 0 MAY BE USED AS AN tSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-2Dx3/4' S.S. THLWRSCREW TO fl1' OR ® CENTERMATES SMALL BE MADE W/ 1/4"f-2Dx3/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. ONE HV LOCK ® or @ or 0 SHALL BE j USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 8 or @ or a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED m (Ft or 0 sYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ OR @, TOP AND BOTTOM 5 COMPLETELY MANDATORY. CNOTES ON t{V "T" LOCKS AND CENTERMATES: 1. , ITZS-T{SLATiON AONE T ANY ELEVATION. ALNATE HV "T" LOCK 7E LOCK t Y MAY BE INSTALLED OBE UUSED AS ANEU 0L�NFOR ANY SPAN AND SIDE OR Dlq DE LOCK. AYTACtMAFM OF LOCK 0 INCLUDES USING �RaEINFORCING LOCKER ��, AS SHOWN ON SECTION HVG. SHEET 9. WHICH MUST BE i CONNECTED TO CENTERMA7ES I& AND @ W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32' ? WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4'Ox 5/8" RNNUT. LOCK MAY BE INSTALLED AT MIOSPAN OR 12' MAXIMUM ABOVE AND BELOW! MIDSPAN. USE OF TWO LOCKING RODS g.TOP AND BOTOM IS MANDATORY. *�QTES ON HD LOCKS d( CE RMATE�; 1, ••0 LOCK U W/ ND CFNTERMA-ES ,.31 OR 32 W/ 33 : ONE ALTERNATE HO LDCK154 MAYBE USED IN LIEU OF HV LOCKS 24 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LACK. ATTACHMENT OF HD LOCK � TO @+ IS W/ 3 JIG x 3/8' F.M. S.S.MS., AND INCLUDES REINFORCEMENT INSERT (i� AS SHOWN ON SECTIONS HW-HVB AND H,DC-HVC. SHEET 10. IDCK MAY BE OWN -LED AT : MIDSPAN OR 12' MAXIMUM BELOW CR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL_ FI(1RIilA RIIIIfYN(: C.ffiF(Non Hiah Velocifv Uurricone NZare t x�� 02020 TILTECO. WC. •' TILLIT TESTING dL ENGINEERING COMPANY 054 x.w. �. 5L. Ste. 3M. w - C'AOOF. nmftm M's E Phone : (303)871-1530 . Fat : (305)871-1531 1 e-mail: DIe"0001.wm 1 CA-ODD6719 WAITER A MLR Jr. P E. `�EAL{SIGNATURE/DATE FU7R104 Lie. j 44167 ' etvI,� American Shutter Systems Association, Inc. L268 Westroads O,ive West Pairn Beach, FL 33407 ® 2020 EASTERN METAL SUPPLY, INC. BERTHA HYTM, - - Accordion Shutter System tW, R" 11 W/ OR W/0 H.V. WNDON RACE i aLD n-toT T2W40ATE 7/21— DRAWLNG No 20-164 RED CONCRETE SCHEDULE ANCHORS LO \\\ POURCD (SEE SCHEDULE ON OR CONORkTE BLOCK POURED CONCRETE f1E0UnE0 1 zw%99 S.S. CONCRETE i REQUIRED SHEET 13) CONCRETE ANCHORS ICiIEMS REOURtEO \� .. rop (SEE SCHEDULE ON W/ 1/4 -20 (SEE S CONCRETE DUIX ON Q t o LISTONE tffE NouNONO ®OR 9RF ,) SHEET 13) ran a 12' O.C. • (SEE SCHEDIRE ON SHEET 13) �\ 1• 1' i -- 12 1/4'�-20r3/4 S.S. "" -EQ--rQ MACHINE SCREWS-.EO- )---1 _ USING 1/4'-20 NUTS + J 1 _—,-...0 12' O.C. 1 L. `• E. D.+ 1/2• ?+, S { 1 , zw' 0.1 Y 3 0. 15, ' . ® � I: : - 1 - ` C l I 2W I aP1IDfrM r 4-1 I sf�llap. L'( •t i Ida � I so9IDAE a 9EET 5 q I 11 FOR RARE VAID 3 1 IVw 9f011fEXISTING 0(yl, n , i MIN. 5IPARARON TO GLASS GLASS----' I -(SEZ SCHEDULE ON SHEET 11) Y EXISTING I { I I GIJdS--^ HY WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING cuss--.-�♦ TEE LIKE1 R iFe 1 (� MIN. SEPARATION TO cuss �- 11 It flAl IA Al)Q �NTOR DE mAlO Il -(SEE SCHEDULE ON SHEET 11) !{E Q. 1H.21 19 l tY 1jj I 1 1 9� j 3 EIOSUN43 G GEA55—+ 1 i OPTIONAL { I E. a*i i EF• 3(t JII r- ..1:.. 1 it 13 12 oit lC4 L 2 r- - y�r.1�—� `Cry 1/4'0-20X3/4- S.S. - EO - - EO - PHILLIPS TRUSS HEAD 17 OR I $ MACHINE SCREWS USING CRETE ANCHORS _ 1' 1/4 '-20 NUTS O 12" O.C- (SEE SCHEDULE ON SHEET Min_ POURED CONCRETE --- ' OR CONCRETE BLOCK CONCRETE ANCHORS WALL REQUIRED C HV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL RECURED E` HY WALL SILL INSTALLATION 'NOTE_-0RS0�91N9llW_•L_O.F.SEG1Rtl5: 1- SEE SMEI 4 FOR TYPICAL SHUTTER I I 4 E. 0. < EDGE DISTANCE ♦ SEE UM/TATIONS OF USE FOR ASSEMBLY i (SEE SPECIFICATIONS ON SHEET 13) r BIADE AEON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED —' IN ANY WAY TO SUN ANY INSTALLATION. EXISW LAIN. 5EPARATION TO CLASS GLM (SEE SCHEDULE ON SHEET 11) `C� HV WALL HEADER INSTALLATION EXISTING__ GLASS E. .. .D •�_. 1(2- _- POURED CONCRETE OR CONCRETE BIDCK REQUIRED \'j H ON SHEET 11) - OPTIONAL 44 nl ri• r- a 19 -EO - ED- -M_ 1/4'o-20A3/4' S.S. PHR_1PS XCRIMEE SOIlmILE TRUSS HEAD MACNI SCREWS fm 13)W'/ 1/4--20 !ate : O 2. O.C. INSTALLATION DETAILS WA/ 1 HV BLADE FLOM BUU1NG C Mon Nigh Velocity Hurricone Zone i+u �CEN : N0.441 k; * :,• STATED �s •••...... p/Q 11 _ ;9 c— 7'/ f� ♦ s292D TILTEfA. INC. �• E c ■ ■ ■ American Shutter Systems Association. Ina. 4268 WestrOOds Drive West Palm Beach. FL 33407 02020 EASTERN METAL SUPPLY• INC. —i BERTHA Accordion Shutter System KY. BLADE f1 W/ at W/O Kv %WD W BLADE 55 ]6TESTING k ENGINEERING COMPANY 1]]S N.W.N.NN. Y. Sle US. VMfGilU DS. FLORIDA]716� GARO Ph— : (305)871-1530 . Fm : (305)871-1531 •- • : Un.oO«Rl.c•m CA-0M719 WALTER A T9DT Jr. P.E. FLORIDA Lk. , aa197 " 9A1E ORION"9N �` My , 01.0 1T-107 . 1N17E 7/2020 2 2 DRAWING No 20-164 1 4 Lti rf%' SH 6 OF 20 0 -- PCJRED CONCRETE SCHEDULE ON , w 9 1 ` (! 1 I CONCRETE (SEE SCHEDULE OE. GHEE' 131 1 104N61� i. 1 I c- 1 0F2 '�90 j a 1 rH ;�uwrJ: •�:� REVURED9NYI G 9QT7 i EX!S7NRG i TO G:Ass Ef :E OF I1 EON G.0 *At.0 i (( c Ass - `(s¢ =.CX•r C/ • E D.' - IF AFP�UCABLE EXISTING 9roL5 1 c . C P ro cA� 1 i• wrr +:, r r } GLASS—' i i 9' Y ALTERNATEANaNOR ___.- .-. ___ i it . `t 1 r E. LOCATION QASS- r�• t 1' = 5' I I f • �; wl i ' N1ox3/4' HFx WASHER HEAD i li i� i 1 i iI i U TEE: SCREWS 6 12" O.C. i EDGE OF F'• ur ne CONCRETE ANCHORS a ` , I (SLE SCHEOIAE ON SHEET 13) F' - - 1 APPLICABSLAB IF„E . F.i As. • � ' r� EDGE OF ---i r rr SFAS . •� I APSL48 IF POCAPIS , " I .t/2'r .� `I E.- OF - A-PL [ a• u1 �.wctal 1 A - .. E.V.. --•t:0. , - 1' SU9 P 1 to Tt� 4� r = . , 2 a: �1E.T I - T AFFi:CABIC FOURFD s ___ POURED F. A? HEAD CUNC VE ANCHORS t1 t:R 2At d.J;;, ?.i t _ PCURE' CON:.Re.E E. D COHGEE?E O`: 9FE* +1 FOR 1 OR 14 "CONCRETE REO:)LRED REOUREC (S:c SC'-mbul OR S v— "sSet} , 1 � - _ FATr HEAD JR:' _ p I r REOGIRED C Y - E D.•— tSFE SCHEDULF ON S4EE' 1A) /f1.i TRENCH INSTALLATION , 1) HV WALK —OVER INSTALLATION VALID ONLY FCk UP TO .70, -TS PSF A.S.D. HV FLOOR INSTALLATION t DEN PRESSURE RATING dr FOR SPA^1S PER TA i HV CEILING INSLLATION SCE;ECULE 03, SHEE- 11 Ea Srrc •,.Ass *, c.as ( CON7CREIE Aw.+.i FS e' u+ sTrJra::-r _ -- •xi Gati�1c L U _ ; ; (SEE SCIffDUL :N / v as,t i i f ' •' I 1:kr ^x,sTwG sHEE' :C <3 r-- a :'!. aca, ExI5O ..- A Fx611NG - Q • rCIA- 61A55 ...A55 rLr. •-rr.:• I ee 'Fan. :•'477 T; a•¢valr'c I 1/: I -'•1:� =+T-r 1 9 I i ASifAEr•- IN'FEP. MICH7. i a n Er-C. Sir s EAAx. , --.lz[ svTr.Ae-r. ra• n) !` � s ' yr �C Fr•. .v T c e' svv. Atc q, . -.. s_r•� CC FOR 9IML LARGER M. -114' • {I hA T' N' c' w ro a rAx 1AMY— R MAx. 1 r.AunT Al Error F/mMR .tea: 31 �5 E ^ r -- - .1 r:e.�/4 HEr .: :se : aF ,, ,$ 4 `� 5 1L, E. FOP .III'TA1P,V;�' 3" e• _ T 1 , ) NASfW. HFA7 r i _ - MAX. 1 L iFr, SCREWS f- 1EY HEAD •. / I r J a l..• C.C. ".E•R SCREBS - 9' C.0 OR 1 2: S.S. M�. CONICRE•f ANCHORS ' �•4, _-_��• `�._(7 .' ' J/. ` �IGrS/4. 3.L.S _ iI IY Ilf,•:,4:i ��. f •�111-2C., d S M' w; var o v o.E. (sr sE1EEDULE D. 1 :. -- — c B' o .!� _-- rl w. e r�l mw 1,a : __ `��— _1 D,• 17 c1 :�$; /z 1 1�7 R T & _ 2Do" �aB2.. Ess:w(, ^'! gx3/4H SS • . i RdW,*roacomRnern � Su APFLTCAS:E t, 'NCREIE ANCHOFS S"F N'T: 13(b; ♦ 9s V.C. FMPED C::Oa:F _. . E.L•-. J'i nuR:u CONC+i7E :SEE S:M.LE Cl, (ri SFf ET 1 SEE NOTE 13,1b) OR CCNCRE^ B I:N SH;E- 14; POURED CCAGRETE ON SHEET 1 .. RECKARF0 CR CONCRETE &Or:x V11IORA_E u�sQ gEOUIREp d KaE NfG INSTALLkiGiK�: HV WALL FLOOR INSTALLATION W WALL WALK-0 ER iNSTAIIATIG ,FN s<.....r J; HV RAINGUARD INSTALLATION t —� wn-E �>k ru lRa•Y: gF SE':aa1s: t h75 L!.5':_V: ':! S"T .L SE ' E. 1;F—M 0.'�7ANCE EIEWJ.'A9:L i64E'- Gn-OA11E:. 1 t- SEE SHa EE' FCR TTP':.AL SHUTTEit (. :E S''Ed:"CAT?ONS CN :!i-.ET •51 A7_ACET.T 'n x. J�ER,�'c Eg- ♦ SEF 1! ASOVS CF USE FOF ASSEMBLYa:-":SE SLAVE :F:C'Is,:E_Fr+s 6E CGN SFINSTALLATION DETAILS W,/ 1 HV BLADE - YY:AAY CCAS CANe1NEL ---_ t:: MY MAY 7O SUIT ANT INSTALAT". fIORIDA RUING CODE(Non Bien Ve!--:ci:y &I-ricane tone: ' ,1�CE 1 NI :202(• T L-ECO, a1:', :° 2CZD EtBTE0, •Auml s,iP-L'/. ihc:. BERTHA -HV-.. ' _, p E C O, a A Accordion Shutter System NO.44 67 _ - - • S • u ° /�! a H.V. MADE #i W/ C R W/b Kv WIN(JDW BLADE * *d' 7t7�10 TILIT TESTING k ENGINEERING COMPANY American ShutfOr Sysf©Este rr. o oAfc ORAAY err. Y8 — '= Association, Inc. STATE 6P.5 N.N. XM. Q• S:e M. A°kCG GWOO.S. FOR" :3'6 OW T%1C% 7ATE 7/2 2020 -lk ••• ••� •c.e : (3C5)¢:1-1930 . F°.. (=S)aT1. 15J1 42F8 Westrc.ads rUove z O,R� �l"RI �' 04�� •'"'H" sN«600:ca• West ?alrr. E3ecch, FL 33407 DRAWING NC }, CA•00057rs - ,,,,Rs's� ;•• J P.E 20-164 AL k.1r�c_At Xlr_Nnnlac/Herr FLJFCIA L2. N 441A7 1 CYCL SEE NOTES ON LOC30MG RODS ® W LOCKS © o. 0 OUT) 7-i iN r INSTALLATIONS W/ +'1� HV**AND ALTERNATE HV LOCK ®ON SHEET 5 DCISIING GLASSBLADE W/ HV CENTERMATES G�MATES APPLPuamo ��©2� ;g2 OR 23 SEE END WALL CONNECTION 100 r-ExlrnNc Guess DETAILS ON SHEETS 10 k 1x ,Q•L,/e•.oLU M. �, 7- ANGUE wA2) -To,/,•. TAPCON : • . f ,/2• „©.® OPPOSING SYI�IMETRYCA� AN04M TO CONCRETE _ r (rap/eoTroT) `•, CENTERMAIES CENTEJ21ylAT}S MIN. SEPARATION (•)/1o.T/z' OP/B TO TUBE ho.a/,' S.M.S. o ,z' ,�].Li$ J�rNZ L D.C.FULL LENGHT. _W� HV K or _ S' TO GLASS AT UCH ANGLE. (TYP) -• W�_.HV_��- (SEE SCHEDULE 5 ®' 25'# 35 * --1N 35' 35 ON' SHEET „) w 5 i4 \ Z•-_ 1/2' �i.—.�` 22 ® `S' •®°'Z-4 L TT-�` GZ�® ©"`�°'©• 7O1„® 10 .Q� 20 y ��1 x; 2z AYl7UT ® 2S'� lJ HVB HVC 10•®�©•�©'©a+ V ©a®°"©•OaO 10 •®°" POURED CONCRETE OR ©�O • ®a©'O`�,—ExISTING CLASS CONCRETE BLOCK WALL 1 — 10'®a©•@-.0- 1 REQU.-ED SMETRICAL 'S « IN '�'©°"�` 7®�.------�--- ----- -- -. - - 1 - r•, I` - --1jM6 MIN. SEPARATION L: • ®°' ®. ®" ®. ® . `ExIsrlNc 1 ��NTI j21AATES * 26 ©. ®" ®,.Q. ®,, TO GLASS 5 yfl_d�L4QCK �2�, i c°""E R� ®.®A•0.®-0.@(SEE Ste°;') MIN. SEPARATION V TO GLASS �J _ (SEE SCHEDULE 1N OPTIONAL 2 3 ©` ®_ _ --- - ON SHEET 11) . —. _. (INTERIOR) DUIT —CONCRETE ANCHORS ® - -;—*35 * 16' O.C. F a ®^ 21 35 '�: 3 VARIES SKY 35 ;. - . _ .. .. - __ __ _ _.. _ _—. —_ . * •[ 4 ® _ 2 t .. ® OUT _I - 6 1/2- MA%. SLACK HVD OUT 23 _35 cExLaeoR, HVE HVF** FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 1 1J%1II S14,4" 02020 TRTECO• INC. ® 2020 EASTERN METAL SUPPLY. INC. -- BERTHA HV-,: ���'��cE 4 ^ a% ®ENc. Accordion Shutter System - No. 44 C 6"-�� r— E) e e rtv BLADE /1 w/ DR wp Kv NINDOW BL4pE TILUT TESTING h ENGINEERING COMPANY CV. N D=MPTION PATE ORANN MD *• * •- �': �"- -- ?' American Shutter Systems Y Association, Inc. , DLD n-107 y2/2Gx: M1 .15 z/zozo "a STATE �'•• ;F �•8 6355 N.W. 3 5L, Sea 305. `r+a'A CAAOaa, FLORIDA W31` Ph.- : (305y71-1530 . Fox : (305)e71-1531 4268 Westroods Drive _ ^. Oi •. F�DRi ii��FS ••..... ,p .•'t:' !� • e-.Doll: fNocoeooi.eom TU 719 West Palm Beach, FL 33407 DRAWING No 20-1 64 3 4 ������S,ONA, ER A rALTTUR J,. P_E eOA1pL u` "i67 SEAL/SIGNATURE/DATE SHEET nr �n ALTERNATE INSTALLATION W/HV "TN LOCK 30� HV MALE/FEMALE "T" LOCKS CENTERMATES �8.-- A & LOCKERS (j, W/ .1 HV BLADE * SEE END CONECTIN DETAI a ON SHEEra 10 r u INSTALLATION J.' NV BLADE OUT _ a 1N �'�E61NG °,,,S — MIZE0SA X DETAIL RW "rmiurEn aN s�T e. HD CENTERMATES 3-1 A5 WEu As uNNEnsu, F1oATNc aAaEmDand HDp-1rr.D . tjay� ®-o-o-b-� •®- INLM�70 aN THIS SMELT. � BE USED W,N THIS K,Ef1,-: �'�®'®•�©•®°• . P6TALLATK°I D11- Hvc S,ORH IN m S.M. SEE END WALL CONNECTION DETAIS ON SHEETS 10 >le 217'•1/610'-2�� - axttt 00"CAM 5,0- -1 •® 35 L 35-E (wr/mnua<:.,,`` '.•--------_--------------------------- __ (aPrwNAL) 34 (OPHDNAL) (01-1/2' .. ' N - - _ - _ - - - (s) N.v. N EaDI AHDTE. (:m) ! O.0 Fuu LDf . -- -- _-- IN--_--_. - 33 e 5 . 30 HV T" --. Pn+s (T,P.) T ° 1p:e�cn►J ; LOCK (INSIDE) 1 t!r ° s T'j sortaKi D/A I�--, ;s _® —I � �� �� '3� •'� DUT 31olt32• a •i33� 3� �on32 * 35 NOTE 6 FOR HV LOCK 3� •*_.. .---- ___. __. _ Z,' Tom' 1/4" 0-20 x 1 1/2" S.S.M.S. - 34' LOCK. ON SHUT 5. :35 SEE , �� ;oPna:a) W/ 7/8"0 x 3/32" WINGNUT. mopmw HDB_HW DUT HDC—HVC T # ©HV "T" LOCK (OUTSIDE) ® SYNyETR��/1� Hp CENTER1µT) S SYMMETRICAL HD CENTERMATES f SEDCS Dua AUWUY H�/�* w -s;*`- K_LE1i�F QR; W,' _' LOCK .INTERIOR_ (202�T3 FLANGE THIN ISWEET NUISERT. P� ®-©. Ooe®a 1 O •®^• ITtXEpiN,FERRY PARRWENY. NEW JERSEY I tOw®y ©•,('1-©•®u ---------------------------- -- % _ O qT[S DR EOGAC RDDs Q HD® EOds ON SYDII 5 �^ /F ** urR c rsa (TMTND wac®aE a HOD- m a � `. I vAUD FOR u oaNlrnuns AIR 00.s wrH MADE (D I V —HVDfs FLOATING STACK F-WRIDA BUILDING CODE (Non High Velocity Hurricane Zone: 02020 TILXCO. INC. 02020 EASTERN wrx SUPPLY. NiC. BE A H �\\ '�jcEa ' :'� c OL ECC�N�•���®�® Accordion Shutter System No. EN 7 RV. a DE #1 W/ OR W/t) Kv M1 N NI aADE TILLIT TESTING &ENGINEERING COMPANY w American Shutter Systems Ev. M. Dlsas�DR e omm Br: YP C� S r" 6 55 N.r. JIMA. SE.. s:.. 105. VRG— GARDENS. «Sow .U,6 Association. Inc. E OLD 17-107 '/2 MlE 7/2 2020 PnDDa : 305 71-157a . FD. 4268 Westroads Drive DRAWING No q S7� ( )e : (3D5)e71-1s31 2 etoOaol.— West Palm Beach, FL 33407 a __- • CA-0006719 _ 20-164 WALTER A TEN Ur. P.E. sS%nuei k� \\4 rA1 /c nun .nr /Harr FLORVA U.. / N167 5 1 1 �41ECT --POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE ,\ OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED ' LOCK WALL REQUIRED BLOC!( WALL REQUIRED CONCRETE ANCHOR /—EXISTING GLASS 7 EktsmG GLASS / 1 IXISrMfG GLASS o16-DC. rIw _T— 7 - Y MIN. fEXISTING GLASS TO 4AS (SEE � — 7 .. 1 • I1 ` — -- rr EO,. i-�- ED ro CUL55 ((SEE �_. 1 ETTLApE m 10 (STE { i j MR SEPARATION SC1LmULE ON SHEET 1/16-x3' IIAX. ON SHEET 19 FOR saEnuE sNFFT , I TO CLASS (SEE 11 FOR BLADE ONO (6063-T6) OOM. ON SHEET (LOCATE AT •) D ON SLEET 19 fW ISIiY. CLOSER S mA Q� - ION SHEET 1919 FFOORR `_._ • , + .1 EEET 19 F 1 f�• E,THETE SIDE BA.FS mk ® PLATE. (LOCATE 1/2'' / 1 HIID6 m ON SHEET 19 Of SO) I AT EITHER S E MIN' 1 , ' BADES m & -_S(I OF 4�) �_ .. - t +USE 1' OR 2' IWT. i - _ f1Ox112' S.M.S. l I )110x0 S.M.S. ,�, _ O 16' O.C. / ,,,. - T AL AINUM eLE)x2'x118'xo'-z• ` -----"---• ® ,6- D.C. k ------- I y/— —ALUMINUM CLIP _ _ i j- -T6 Q1Dr) AT MOHEIGNr ` / - J �__ 1) flo:l/z• sM.S. Tope 1� 2)1/4'0 TAPCONS ANCHORS To 5• / _ SEE DETAIL F WALL AT 1' O.C. (LOCATE AT �; OR or SEE DETAIL X FOR -J SIDE CONNE ON tI , OR ® EITHER SIDE OF (3) 1, 1't OR 1, OR Ta SIDE CONNECTION >�a©.QrBOe��p. ®. SEE DETAIL X FOR 4.,--1 - . s t a To Tlucics _ aO-t� O"O-O ®' �n ��• ��•®' (rysi6,•;j:.8 .'-10-®" �,®a©�� ®P SIDE CONNECTION 6 7 8 f0 V ®�©'�©•®� �•0,0.0-©-0" ©- TO TRACKS �•®s©.�„©,©� �' 0�®'��-®'• END CgNNECTION DETAIL 01 END CONNECTION ETAIL 02 END CONNECTION DETAIL Q END CONNECTION DETAIL D --- -- -- _ s I�am oNr raa swws 6RFw1ER »uw 1z-Q NCRETE OR L— POURED CO ..._ �- EXISTING GLASS -�� CONCRETE BLOCK WALL xREXISTING 4 -- _ _ L REQUIRED CLASS 4' _. I N SETWiATION N!: 1/2" S.M.. y l_';__ ------- TO GLASS (SHE ®16• :.C. MN. SCHEDULE ON SIM i TO CLASS (SEE D ._ _ . _-- ' - . ---� 1 © pR(6�v JOR OOR /1 FOR BLADE Q)A167 CONCRETE 1/2_M. SCFECUE ON WEf x �_i: �_ ___-___ ON SHEET 18 FOR ANCHOR O 11 FOR BLADE Q)pND _ CONCRETE $AGES(D6 ® 12" O.C. - -- ." ON SHEET 19 FOR '4 _ _ _ c,L: ) oR 30R) OR j + ,•i ANCHOR S BALES A `' ! O.C. 1 :J 1/2" MIN. ` r MEN 7 2" MIN. _ _ �— i - 6 : OR�(5 oft1� ! , 2 11,01. ! • SEE UMOAl10NS OF USE FOR J+ - r5. ' - ^ - BLADE ON SHOE' S ®1 --_ DR R qOR) OR j�' VIEW Y POURED CONCREW OR :j OR ©�„©•OO'©°'�', •Q > Csl-0.Oa0 +o •®m D TA X CONCRETE BLOCK WALLREOLAEC END INSTALLATION 1_ HV BLADE OR 1 A HV WINDOW BLADE INTO ®•®P0• t�0• ®> CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 5� ®®a® ®�� ®•p®END CONNECTION DETAIL © Os®®®® /�f�11� F[DRIDA BUILDING CW (HOn High Velocity Hurricane Zone ``` _•„ 11J111 �F1..,.', ozo20 1ILTECO. INC. - 02020 EASTERN METAL SUPPLY, INC. BERTHA HV-:• c MFE C p ��� Accordion Shutter System No. 44 67�c `,. --� ■ ■ KV. a NX ft W CR W/o RV.W=N SME TILLIT TESTING a ENGINEERING COMPANYAmeNcan Shutter Systems n, N 1 OQCBFT Om WEL111A111N BY. M P ,O:•'' '10?.t7 ,asz K.r... �. s,e. 5m. Necnxr. DA1mENs, nowTX, 53,A AsseCtOtlOn, Inc. , OLD 17-1 W /2/2020 STATE F x :/z/2 LD,TE: t •. P •• • ` Ph-- (305)571-153D . Fm : (J05)871-,531 <268 Westroads ()five z—ipRAWiNG No F. FIORt .--a: hue oOao.wm West Palm Beach, FL 334p7 3 S•••..... • .tip - CA-OWS>19 20-164 xL7ER A DLUf 1 A.E. 4 -` x",'"M N AI+PL.SFN./SIGNATURE/DATE FLaWaA G`' 11 4"" s _ - _ 1 SHEET 6 10 OF 20 SCHEDULE J1 c_tylcn(n c o2 SClIEDULE i3 eAXIMUM SHUTTER SPAN* "L+" R "L-' (ft.) INSTALLATIONS w; r� E_=iNTFRM (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GNEN i W/ � HV �5 POSrtgE A.S.D. DESIGN PRESSURE RATING. OR W/ NO LOCKING L-: MAX. AtLOMIQE SPAN FOR A CNEN NEGATIVE 'ODS A.S.D. DESIGN PRE5518E RATING. ivAU0 OR M 7 ® (2) PROCEDURE TO DETERMINE YAIWJIILI SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE "app01 INSTALLATIONS f1VEN A POSRNE ASD. DESIGN PRESSURE ARIM�. IIiSOME DETERMINE MAXOMUM SPAN 'L+" FROM SCHEDULE. Tow PIOOR/CE4OR LN01AN1I/G GNEN A NEGATM AS.D. OESIGII PRESSURE RATING. (1-1-1 I nwRtmu NOONTNG DEFERYBIE MN(RIUM SPAN 7-" FROM SCHEDULE. L + (p L - 8 MA1snRu SHUTTER SPAN 1+" OR 'L--' FOR 30 16'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE LRBTED TO FINAL MAMA ALLOWABLE SPAN IS EQUAL TO THE 3S 13'-2' t8'-10" 105 W. AS.O. DESIGN PRESSURE RATING, Lumm l DETEamm SPAN 9ETWEEII 'L+" AND "L-". MAXiMLILI SHUTTER SPAN "L+' OR "L-" (tt). FOR INSTALLATIONS W/ ES ® k or or W/ ONE H.V. LOCK ®® ®or or HD LOCK ® W/ NO LOCKING RODS or Ct7NTERMATES ®BL W/ ONE HV i LOCK ®WjIWO LOCKINGRODS ®TOP dl BOTTOM SEE NOTES MAXIMUM SHUTTER SPAN* -L+" OR -L-- (fL) FOR INSTALATIONS W/ ONE HV LOCK `oar ate® W/ NO LACKING RODS ® (SEE NOTES t.1I) WANOW AS& CROW/�pL1NG kA1w tP R (' °A -) CONCRETE k WOOD INSTILLATIONS MNOM win. mow � (r.�1) (• °" -) CONCRETE k WOOD W. :PAIMM WALL IIOIRNINC k i1DOW�CEfuN1: NT01N0sNc t ♦ l - WALL MOUNIIHIG L L - (11) I:LQQI( lYOli lIING l ♦ L - (p 30 OR LES 35 IS -a 16'-0' I4 -f0' 14'710- 16'-0' 76'-0' 15'-2' 16'-0' 30 35 16'-0' 16'-0' 14'-10' 14'-10" 40 45 f3'-10' 13'-f0' 13'-1• 13'-1' 14'-2- 15'-2- IN-0 14'-3' 40 45 13'-10" 13'-10' 13'-1" 13'-1' 40 14'-2' IS'-2 (3) PROCEDURE TO DETERYNE MAXIMUM SPAN FOR 45 13'-4' 14'-3" t W CORNER CENfQtMATE 03 MAY BE USED AT ALL COMERNT1011S IN BETWEEN WALL MOUNnNos 50 12'-5" 12'-S' W-8" 13'-7' 50 12'-S" 12'-5' 50 12'-3' 13'-1• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ F(ZR/CEILING MOUNTINGS: 55 60 11'-f0' I1'-10' 11'-4• 11,-4- 12'-1" 12'-11' 11'-7 12'-4' 55 60 11'-10' il'-10" 11'-4' 11'-4' 55 IV-1" 1)'-11" SWILL BE AS INDICATED ON MANDATORY CONDITION 12 FOR A GWEN POSITIVE A.S.D. DESIGN PRESSURE 60 10'-2' 1 1W-11" NOTE #5, SHEET 5. RATING: 65 70 75 60 85 90 95 i 00 105 10'-10' 10'-f0' 10'-6" 10'-6' 10'-1' 10'-1' iF-10- 9'-10" 9'-6' 9'-6" 9'-3- 9'-3" 9'-0' 8'-9' 6'-9 r-4' 8'-7" 7'-t t' 11'-1' 11'-11' 10'-9 11'-5 10'-1' 11'-1 10'-0" 10'-9- 9'-9' 10'-5" 9'-5" 10'-1" 9'-2" 9'-10" 9'-0' 9'-7 B'-9' 9'-<' 65 70 75 80 85 90 95 100 105 10'-IO" 10'-10- 10'-6" :O'-6' 10'-i' 10'-1• V-10' W-10" 9'-6' 9'1' 9'-3' 9'-3- B'-0' W-9' W-9' B'-4' 8'-7' 7'-1 T' 65 9'-5" 10'-1' DETERMINE 70 8'-9• 9-4' Lt+m MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Lt+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 - 8'-9" tt EXCEPT THAT MAXIMUM SWUM SPA! "L+' OR INSTALLATIONS. 'L-" AND MAXML4A ASD. DESIGG PRESSURE AMINO FOR FOR A GNEN NEGATIVE ASD. DESIGN PRESSURE IFLSTALLA11ON5 INTO CONCRETE OR CONCRETE BLOCK RATING: SHALL BE LAM AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING LI-: MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.n.F. AND 8'-0" SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING ©ON SHEET 7. INSTALLATIONS. 1 10 8--4- 7'-7• 8'-7" 9'-2 110 8'-4- - 7'-7- FINAL 1AA)OMUM ALLOWABLE SPAN IS EQUAL TO THE 115 125 125 130 135 140 W-2• 7'-3' '- 0' a- a " 7'-5"" 6'-8' 7'-6' 6'-5' 7'-7" 6'-2" 7'-5' 5'-11' W-4- 8'-I1" 8'-0' 8--9' 8'-0' B'-I. 7'-10' 8'-1' 7'-0' 7--9' 7'-7' 7'-6' 115 120 125 130 135 140 B'-z" _ r-s• 8'-0' 6'-11' r-10" 6-8' r-8" W-5' 7'-7- W-2" 7--5' S'-11- SEPARATION TO GLASS SCHEDULE MINIMIAI BEWUN t1+', %2+'.'L1--AND "I.:-" (4) GO TO ANCHOR SCHEDULE WITF? FINAL MAXIMUM ALLOWABLE SPAN AND FEGATNE A.S.O. DES" PRESSURE RATING 70 DETERMINE MAXIMUM ANCHOR SPACING. 145 7'-r 5'-9- 7'-5" 7'-3" 145 7'-3" 5'-0' 150 7'-2- S'-7- 7--4" 7'-0" 150 7'-2- 5'-7" 155 160 7'-0' 5'-5- W-11' W-2- 7'-2• W-9• 7'-1' 6'-7' 155 160 _ r-O' S'-5' W-11' 5'-2" 165 r-10- 5'-1' 7'-0' 6--4- 165 W-10' 5'-1' IM 6'-9' "711. "-IT. W-2- 170 6'-9' 175 6'-7' 4'-9" 6'-9" 6'-0' 175 6'-7' 4'-9' ,� 61_51 4'_B- C_6" 5'•.,a" ,Bo 6'-6" 4'-C 185 19D W-5" C-6" W-4' ` W-5" W-7' 5'-8' 6'-6" 5'-6' 185 190 8'-S" <'-6' W-4- 4'-5- 1 H V BLADE 195 6--3- 4'-3" 6'-5" 5'-5- 195 fr-3" 4'-3" 200 W-2" 4'-2" 6'-4' 5'-3" 200 6'-2' 4'-2" 2(75 8'-1' 4'-i' 6'-J" 5'-1' 205 8'-1' � CW on Nigh velocity Hurricane Zone AA = No. • * : STA 0 �iyA�As '•. ��ips/ON (i11/1WNNA7jN r w ' 1 ---- - - ,� f4 yr`/ OF 'q- ILIA r 1.1 .. •' ` 2 /SMATURE/DATE IM 02020 ,ILIM. INC. I L E�CO�m, . . . a A S S A AmsrtNsan ShM1Mr Systems Asscciction, Inc. 4268 WestrOods Drive West Palm Beach, FL 33407 0=0 EASTERN METAL SUPPLY. INC. BERTHA Accordion Shutter System KV. BADE #1 W/ OR W/0 KY. W WR BLXIE TILLJT TESTING 6c ENGINEERING COMPANY La33 ,,.. xo,. st. >.,. ,,,,, rTv4A almaa, naD. ni Ptw : (305)07,-133D . Fm : (305M71-1531 r 9GA­XNa„ "" 1AILTER A TILL, .. PE FLORIDA ae / s167 Lv. NJ BE3eIrIlDI BANE BeAr /l Bw MICW. NL , OLD n-1o7 /2/202: DBE: 7 z/202o 2 No 20—� 64 2 --DRAWING 4 3 SHEET OF 4 1dSTlMAmBLLF1)EeR CONCRETE B, WOOD YANSORY WALL A. B. C. D. E, M. N, 0, P, 0, MOUNTING F. K AL L R. S. do V. FLOOR/(lEllLMC C, H. I, It, J T. U. W & X MOUNTING 6: M WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 V. OWICNIX INE WOLIP1111105 A L L. 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NC. No. 441 7 . - Q� �CQ Tic. TIWT TESTING R ENGINEERING COMPANY 6tm a9. 3e0.. S1. VA. 305. 9002M CNIOse. ROWL 33 131. : (305)e71-15M . Far : (303)B71-1531 4-meth tl0.c117111 om Ta-000e7l• oR �Rd1~llc� Jr- PE 0 M167 *; STATE -Q:-.• J' IE 4��it`�;• F�O-14 (f:f 4b NS' -i yi... UNat '.' •:.. - ' ay .•` R.. .. ,. d. i .. .:., r in - t TAPCON OR TAPCON WITH ADVANCED THREADFOW TECHNOLOGY ALL POINTS �LIDLID-SET I _ BLUE iA `y...... _. TAPPER+ AMCNpt { ON SHEET 13 • SEE U ATXM OF USE FOR! MADE ON SHEET 19 - 1 HV,SLADE OR 1 HV BLADE W/ 1A HV WINDOW BLADE WORKING IN ._UNISON B AIIS.S.A. American Shutter Systems Association. Inc. 4268 Westraods Drive West Palm Beach. FL 33407 WK(Non High Velocity Hurricane Zone ® 2020 Ei stm METAL SUPPLY. Mc- -- BERTH-A-R-V, -- Accordion Shutter System IM BADE 01 W/ OR W/O H.V. WNWW BADE -- ; -;DRAWING No - - - ' 20-164 Phu® 0MCNVAD ARM sum 90UTo CONCRETE MIAMILIN SIM (I)WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING �q � w= MELUNE I'96mm Won -. u : M= WNW IIiniiiiss ww IPA &SIx Om www pw"A MR Gun 34,40 60 75 90 120 1 W 30 40 80 73 , {0 180 160'205 30.40 W 75 90 120; $60' f4, 12 10 9 i �8 16 14 12.10 8 6 S412 fe .,, 6 { ,4{ .�� 14. 12 10:9 6'6 6 1A'12 10'9'8 6 6 07 /4 12110.9 e'{ 6 6 fa',2.10'9.e'6`�I 14 12 109 a s 14.12.io 9 6'6 aIa 14'12'10'9 b e e 6 1A 12 10 G -7 7 53, .•. 1 12 10 ■ 6 { 14 12 10 9 B 8 6 4'•� 14 : 12 10 ' 912 ID 1 6 l ■ 16 '1210A6' �) 643 f4 UI 1 # 10 9 8 8 8 ' `S '1■116 14 12 10 9 8 8 6 4 '4.5 14 9 8 N6 19 8 6 4 3.5 'II 1412 10 9'8e 11 14 12106tI6 9 1ss 1410 9 6 66'4b 14 12 10 9 7.5 55 33 - 14 12 10 ■ 8 { 6 11 : + 10 f { yyy 5.5;4 5.-0. 14 12 10 9 8 6 6 16 14 12 10 ■ 6 616 'S5 '12 f4•iE 10 ■- ■ ■ T4b 14' 12 10 916 7 4'- 14 10 6 8 855 Sb /4 /2'IO 8 Y 5f`5f3 11612_10 9 1917i'45•- 14 1210.916 8 645 14 12 10 91%16 45,3`! 14 12 9.5 7 •- - 14 12 t0 9 ■ 73 55: 4 t1 12 10 ■ � ■ { 45 3`- 9.,,,9. 14 12 W 9 8 { 6 ' - 14 IY 10 9 ' { 8 6 • 5 ' 14 12 10 9 ■ 85 5 35 14 12 10 9 73 5.5 3 - 14 12 10 63 7 5.5 4 3 14 12 B 65' S5' 4 3 ' 14 /2 10 9 B 6 14 12 8 6.5�5.5 _5 - $4 12 � 10 9 6 8.5 a J.71 1{ 12-,0 9�8 65 1.5.35 14 ' 12 10 LS ' 8 ' 5 4 7.� 14 12 to 9 8 8 - - 14 12 10 98 7 e 4 14 'It 10 9'7385.43 14,12 10 8 6.5 4 - - 14 12 9 75 6 4.5 33 - ' 14 IMS 7 '0.5 48'3S' - - 14 12 10 65 7 4 - 14 12 10 9 73 55.54 � - 14 12 9 7 ' 75 . 14 11 7 55 4-5- - - 14 ii 10 '9 73 53 4 - 14 12 9 7 6 43 3 e.-0W 14 12 10 9 B 65 - - 14 ' 12 10 9 ' 8 ' 6 • 4 • - 14 2 . 10 8 65 3 33 - 14 12 8.5 7 5.5 3 - - 14 12 8 63 35 4 3 . 2.5 93 6 5 4 3 14 12 8.5 73 6 14 12 93 8 65 5 14 12 8 + 6 63 4 14 12 8 6.55 a _' 13 9.3 6.5 5 J.5 - - 14 12 10 a sa 3 9.-9. 14 12 . 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E4 SEE UUITATONS OF USE fUR BlN1E ON SILENT 19 1 HV BLADE OR 1 HV BLADE W/ tA_H_V WINDOW_ BLADE WORKING IIJ_ UNISON <­ 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (MIA fc - 3 lo,) 1/4"0 TAPCON OR TAPCON WITH ADVANCED TNREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILOEX. (Min. fc 3 ksE) 1/416 K 3/4' ALL POINTS SDUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW BOLT 8: SPECIALTY COMPANY. (Min. fc - 3 k61) - 1/4'6 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, W. (Min. f. - 2 ki) - 1/4'6 TAPPER+ ANCHORS AS MANUFACTURED Bf DEWALT, INC., AND DISTRIBUTED BY ALL PONES SCREW, BUT h SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWION• INC. (Min. f'c - 3 k7.1 NOTES: Al) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR IAPOON WITH ADVANCED THIREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4% AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". A.2) MRKMUM EMBEDMENT OF 1/4'6 • 3/4' ALL POINTS SOW -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PfRWTTFD. 1/4.0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHDULD STUCCO DEIST, AND 1' MINIMUM FOR WALLS WITH NO Stucco. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE DESTINE WALL OR FLOOR, ANCHORS SHALL BE LONG ENOLIGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SMELT 20. (8) TO EXISTING CONCRETE BLOCK: (A\STAI C-90) - 1/4-6 TAPCON OR TAPODN WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. 1/4'6 • 3/4' ALL POOLS SOLID -SET ANCHORS. AS DISIR(BUTED BY ALL PORTS SCREW, BOLT h SPECIALTY COMPANY. - 1/4.0 BLUE HAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. 1/4-0 TA -PER+ ANCHORS AS MANUFACTURED BY OEWALT. INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICANI SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: 9.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ GIP ANCHORS AND TAPPER+ ANCHDRS IS 1 1/4- AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/4.6 . 3/4' ALL POINTS SOW -SET ANCHORS SHALL RE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK, NO EMBEDMENT IWO STUCCO SHALL BE PERMITTED. 1/4- 6-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR• ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS IfOI.^, D ON NOTES 9.1) 8 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFIGTIDNS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED) VERSUS SPACING RELATIONSHIP FOR ANCHORS EDGE...DIF-ANCE VERSUS SPAC IH; _SCHEW1{.E FOE_EWCNDR51 N MAXIMUM ANCHOR SPACINGS ARE VALE O FOR EDGE DISTANCES INDICATED BELOW. FOR E D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING 1 BY MULTIPLYING SPACNG SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. ACTUAL EDGE EDGE ____.._._ TAPCON TAPCON WITH ADVANCED POINT SOLD BLUE HAP SET I . _ TAPPER + C1p1--- MCTANCE E.D. RAN. SPACING - 3'+ THRFADF'ORM IEgRNOLOGY. WN. 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FLOOR OR SOLD WOOD SOFT? SWILL BE AS FOLLOWS: & SUBSTFAX SHALL, CONSIST OF THE FOLLOWING: -SOUNRIWI PIPE A. 2 W/ G.0.55 (H9.S) - 1/4.0 WCDN AV04M' AS WKWAMM 8Y I.T.W. BUDOEX W/ MNNUIM WEDUENT AS INDICATED AT -D000 A5 FBI W/ G•O.W (N.DS.) EAcm SEGI,ON ON SNEEIS 1s t 17. -SPOCE PINE FIR NORTH W/ G.0.43 (N.D.S.) O[CFPTICIE SEE NOTE 2 BELOW. -STRIIOE PDB: FIR SWIH W/ 0=0.35 (N.DS.) -101. 1/2' COX PLYWOOD (190 APA) 2. ANCHDRS TO HOLLOW CEDING SWUL BE AS PER MUUN71NG TYPE U. SHEET 17 AND SkA CONSISE OF LAS SCREWS AS PER NOS 2018 SPEC*MIDH$. 4. ANCHORS SHALL BE OL30LLED FOLLOWING ALL OF 7HE RECOIBIENDAIONS AND SPECIFICATIONS OF THE ANCHOR'S W)IBACTUREIL ' No.44 67 OM20 TILT= INC. TIL LIT TESTING & ENGINEERING COMPANY GM NN. 39N1. St. 9N. 3G3. WHOM OAO M ,I0910A 33 Ph." : (30 )571_IWO . Fm : (305)871-1531 A- & UTLACA090san CA-0006119 NWLIER A IILO Jr. P"E ROMA lit 1 44167 ®� ©�� Amertoan Shutter Systems Association, Inc. 4268 Westraads Drive West Palm Beach, FL 33407 @2020 EAS'i%•. METAL SUPPLY. INC. BERTHA H TM Accordion Shutter System FiV. &AGE It W/ OR Wjb ITV. WNDOW I ADE WESCR►DON WAIIIIE DRAWN BY: MP OLD 17-107 OWE 7 2 2020 r.. DRAWING No 20-16.4 --_ 1NALL FINISH I.J L E70571NG MIN. 2'x4' VAOD HEADER REOWHRED EMS11NG I VN, 58ANAnGY cuss—� TO Goes M SENEDUL• .1w SHEET 1EBADE 4) AID ON SHEET IS FOR BLADES:.Ds QA 1/" TAPOON OR TAPCON VRTH ADVANCED ' THREADFORM TECMOLOGY W/ 1 //2' M'n. PENETRATION OF THRFJIDED AREA TO EXISTING WOOD HEADER. (SEE Somu ON sHEET 15) T2 �® i ) I 11 DM H, V WALL HEADER INSTALLATION EXGSIBNC GLASS— YN4 COLT t mN sE�avAnx+ ro GLASS WOW PLATE (SEE SCHEDULE ON SHEET 11) i WALL FINISH an 1/4-0 TAPCON OR UPCON WITH ADVANCED THREADFORM TECHNOLOGY i s/ 1 1/2. 11n. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHIMLE ON SHEET 15) N I �® 1/4 0-20 c /4- S.S. MACHWE SCREWS M/ 1/4'-20 NUTS 1- NG1. - e 12. O.C. r - LLNtu - O-. E: - N F' O . .l._ WALL it, �i' • EXISDNGIMIN.Z ) ) 2'x4' WOOD y HEADER REOUIRED 1 ( �_AN4. SEPARATION TO GLASS _ y (SEE SCHEDULE ON SHEET 11) ON HV WALL HEADER INSTALLATION MIAL SEPARATION TO GLASS � "t Boom [--(SEE SCHEDULE ON QAe4 , • f f ►r 1 ` •• . MACHINE SCREWS W/ •1 1/4--20 NUTS ® 12- .� - --- - -- — -- I T' oR® ram• 13DR@ rw am. WOW PLAIEE "�ll i5-' -E, �EQ- cr 1/4-0 TAPCON OR TAPCON WTPF ADVANCED 1/4-0 TAPCON OR 7HREADFORM TECHNOLOGY W/ 1/2" �- TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL Alin. PENETRATION OF THREADED AREA INTO PLYWOOD ) I/2- Ylla CD)THREADFORM TECHNOLOGY $HUNTER ASSEMBLY. . {SEE SCHEDULE ON SHEET 15) EXISTING MIN. I•x4- PLYlY00D REO'0. W/ t/2" 3Gn, PENETRATION OF ; 2-MOUNTING SECTIONS CAN BE I/2- NW. CDX PLYW(CD REO'D. STIRS ®1N. D.C. MAX. RED'D. PLYWOOD TO BE WALL FlN6H-- TM�ED AREA INTO PLYWOOD (SEE SCHEDULE ON S{EEr 15) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. i EXISTING MIN. 27x4' STJOS 0 16" O.C. MAX. REa'0. ATTACHED TO STUDS IN _--.-_ -- PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WON SECTION 2308 OF THE F.B.C. 6r wA I 1 cu 1 AucTA,A 1 AT1n►/ ACCORDANCE WRH SECTION 2wS OF THE F.B.C. ® HV WALL SILL INSTALLATION s SEE Ll1�AT10NS OF 11 of BLADE 1uA ON SlEE7 �-,L1111)........ 02020 711TEC0, INC. No. 441 ✓� -1-T SS• - ��. TILLIT TESTING k ENGINEERING COMPANY o STATE 0 : 4'`' 5355 N W. 36M A. Sr. 305, V9105" CWR . FLDR3A 33 . �•• O,<: FC0R10 .•'�� .� Phon4 : (705)571-1530 . F. : (305)871-1531 a- 1, '•.. "i ''1iNbNAI N a -- CA-OD06719 WA.7ER A TAMT Jr. P. ..�``�� __. ,�, ...... � , .� FI,0100A L;G P 44157 C Ilea SEPrvwwv i t 1 OR b TO w\as (SEE 1 1 1111 MRS a MAC i ' ON SHEET 19 MR y ) { EXISTING Goss___4 WALL FINISHCf 1 I 1/44-0 TAPCON OR TAPCON WITH ADVANCED i THFEADFCRN TECHNOLOGY Wf 1 1/2- Min. PENETRATION OF THRDIDEO AREA TO 1 EKfSnNG MOOD WFAL3ER. (SEE Si'HEWLE ON SHEE1 15) 27a4' COHr. SLL 'Z REO•U. OO HV WALL SILL INSTAW1. MN. SEPARATION To GLASS ... . T OO (SEE SCHEDULE ON SHE11) Gtpss 1� x LASHEET—.; T/a'm-zox3/4• S-S. ( MACHINE SCREWS , I USING1/4'-20 NUTS @ 12- O.C. ,A I (;= c .;-;• iu -- I' Min. 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' rw cDNT. Mln. PENETRATION OF THREADED AREA TO !TILL PLATE _— EXISTING WOOD HEADER. } i (SEE SCHEDULE ON SHEET 15) 1 I WALL FINISH ® HV WALL SILL INSTALLATION A I C L' American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Becch. FL 33407 Wff (Non Nigh Velocity Hurricane Zone 02MO EASTERN METAL SUPPLY, INC. Accordion Shutter System KV RAM /It W/ OR W/10 Hv WNDIX RAM DRAWING No 20-164 WALL FINISH c 1/4.0 TAPCON OR s' TAPCON WITH ADVANCED I r THREADFORM TECHNOLOGY W/ 1 1/2- Mil. PENEMTION { OF THREADED AREA TO 1• EMnNG 0000 HEADER. (SEE SCHEDULE ON SHEET 15) "M"'' lll7lurill 1 L------- --- .t\{t{ll)\1S Ex6TING WN 2•x4` �t Exsi*tG --0 HEADER KEO'D -1� ; CLASS UN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) AW WOOD 6F/IY REQUWla. , . STRIIC(URN ADEpUACY 1 { 4-2Ox3 4' SS. OF Ex1S11NG MOOD BEAM ' - HEAD TD BE CERTIFIED BY SCREWS ■MA lf4'- S ARE HS PRgR TEFR OR� ._-. Ep , ITIECIr 12' O:L, SHUTrER INTIALIATON. •� r 13De•.15 .257• k tit � t SO HV WALL HEADER INSTALLATION 1-SEE SHEET 4 FOR TYPAL SFcot1lTe®U ASSFA47-Y 2! aAOuxrwc sEcnalls cAN Be Lm ANY RMY mm su�rt ARr NSTAtunON. i MIN- SEPARATION TD GLASS (SEE SCHEDU'-E ON SFW -.1) -I • I 1' I Ela7TrnaaA1�•t I 1; ; ! WALL Hf4- r� _( _Jr 13DR�S C-EO''' - i C 1/4.0-20x3/4' S.S. � �• 1/4"0 TAPCCN OR - 1 PHILLIP5 TRUSS HEM CONL TAPCON WITH ADVANCED +A ^ MACHINE SCREWS THREADFORM TECHNOLOGY W 1/4' 2C HITS C -- 1/2 t --... S 2' WN.- .---• ! EDGE (IF APPLICABLE) _ I EXISTING WOOD 1 TRUSSES OR .. 1� RAFTER 0 24' -.- ---.-_ O.C. REWIRED 1/4.0 TAPCON OR TAPCON WITH ADVANCED �' -_-. .—f'-._ --_.-.._�_� _.! ! DIISTING SOFTIT THREADFORM TECHNOLOGY 1i _ _-_._Y -� _.�____.�_ 3/4" Yoc THK W/ 1 1/2- "Tin. PENETRATION EO �- OF THREADED AREA TO #14x3/4' 1: '= -.EO • - EO- +• - V XI/8- CONT. ALUM. TUBE EXISTING WODC HEADER. (SEE SCHEDULE ON SHEET 15) `-_. -_ S.N.S. _ 0 6' O.C. . _- ?_t _ -T.11, or Q or 15 (6063-T6 AU_00 W/ (EACH 7R-RARER OR TRUSS.d LAC SCREWS r�-� © O I� 1 or g LOCATE DMD LAG SCREWS AT OF EXISTING WORD MEMBER, • `"I' -•-. s. I c i �' _�:`MEMBER, (2' M.. NOMINAL OPEN HOLE AT EACH 1 F 1ry0IH) Wf 2" Y:n. EXISTING —' -� �- STUD TO ACCEPT "' .I ) I PENETRA37ON OF THREADED I c Ass—i ! 5/i6-4 LAG SCREW AT CENTER OF 'UBE. 9 E # I AREA. VAUD FOR ViS1ALLA110NS WTH 72Pst I Let I S : •� .'. ) MAIL AS.D DE.SCH LOAD AND M OUIS (3E + I . m 1d1 [ 1 EXSTING I Mx s>YPu1w I GLASS— W GAs (� I N 9'-0' MAX SPAN. THIS INSTALLATION 5 ONLY VALID w -I 1 E9A�DE ��I I � w sPa3 ,T FOR I E 150mAE ON SHM I I 1Q OR ® 1 'W." � t I I FOR HOOD W/ MRd- SPECIFIC MAVm OF 0.50 AS DOUGLAS DALES O)k �) X (1. f-1 OR FIR OR SOUTHERN PINE No. 2. �HV CEILING INSTALLATION OR EQUAL i U HV CEILING INSTALLATION -.-I SOMME 0 sxEfT � ! r I SEPARATION Lx s•\ OQY M' ! 1M S I � 1'{a NA65 Q'R 1(� I,i.( � � Sc�puE' 9 ,` \ ;ON SHEET I'L •' i ' i ALTERNAT: ,ANCHOR.a'I•rT�---.._�-.'. 8 II 1 ' I I. LOCATION EXISTING I.. - - © f : i gy1W1 010A3/4- HEX j!'. 4N"ERR• _ WASHER HEAD TEX GLASS- �( ' 11I �-'I'-^yet ' .il.- , �i '' r :• JJ 2'x6- MIN. WOO DECK REQUIRED 2X6• MEN. WOOD I SCREWS O 12- oe �_ l� 1 C (No FED)H DECK REQUIRED (NO -..•.- - . . ---• --�__— ._-- FINISH ALLOWED) d EDGE - L OF - ! `- EDGE OF DECK i i .-- DECK IF ) =E OF DECK IF APPLICABLE IF APPLICABLE -- - I APPLICABLE - 9 2•-' ' 1/4-. TAPCON aTHREADFORM OR TAPCON WITH ADVANCED TECHNO i ' - 2- MIN ' SILL PLATE • • / - 7/4-Y TAPCON OR TAPCON WITH ADVANCED THREADFORM - -2- MIN-- PENE7ITATION OF THREADED W/ 1 /2 n1. I W/ 1 EA LtiA PENETRATION ®12' O.C. TECHNOLOGY W/ 1 1/2. 16^. PENETRATION OF THREADED OF TNRFAWO AREA TO AREA 70 E7(S SHE T 15) fHFJ10ER. (SEE »rvrG MOOD HEADER ABTA TO SOWING WOOD f1=JDFJi. (SEE SCHEDULE ON 51#ET 15) scHmm-E ON SHEET 1s) (SEE SOHmIAE ON SHEET 15) •SET= LyRAHays.or USE FOR O HV WALK —OVER INSTALLATION HV WALL SILL INSTALLATION TA ON 9EET Is *HV FLOOR INSTALLATION FLOMDA 6111IDiN(T M (Mon MIQh Velocity flurricone �\C ENS No. 44117 _ 's o'• STATE 0 F /oR 9. c - _TI, 02020 TILYECO. MC. L, E C ®) a e . fl o American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach• FL 33407 02020 EASTERN METAL SUPPLY, INC. BERTHA HV-... - Accordion Shutter System �Il / w/o Iry wll�t)W t31ADE RV. (MADE W ;-' _ Y r ••z- TILLIT TESTING & ENGINEERING G COMPANY 5 ""''°'" n 51i' "°"f11 RO4d "' PIwKI4 : ( 05071-1530 . Fax : (305)071--153t .-mod tilt- 4oL G-Oa0B719 WALTER A TILUT J.. P.E FLORID% U. / 44167 v_ DFsOe.rlw DATE DIAaW Or. Y.P + - OLD 17-1107 LYVE 7/2/2020 2 DRAWING No 20-164 3 4 s t SHEET END INSTALLATIONS i HV BLADE OR yA WINDOW BLADE INTO 2"x4" MIN WOOD STUDS rr W. ( NArtgt) \ /Y/RfIDR OL ,NW DIISIM CLASSj- t0 t a / SIM EW. trx s7ROta _tn'tmA rnt RYe001 KAM CA,9 r _... _.._ _ _._4 4 e16 O.c 5z1� 5 1 OR �J•O• t�i•J•OO •i�• C� •Q-d3•i�dtJ•L� END CONNECTION DETAIL (7; z•.s• f•ra wxm 1,••0 IV= Ar,4= DUMO CLASS -\ Pa.LnARDN C tr D.0 to 47itwt•+ � .... �.._ ---._ Is Im sum , mow air �n• IfOI �sw77U777u IiA00L0! •�: 4 -(i•© Ot -�a3 d — \-RAu o-o•o-©•o•®- END CONNECTION D AIL (13, 2•A• NK 60D0 60m 110M 1� w®+® a s� n tat mee�e or�j f cis 0.2• 4 SM DEERL x rcw sDD CRICEECwN 7 OR O* . 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EA END I j • I „ I EI 01 ALLOWE>A p ;� N '� is ' I v �� FANOOW &IDOL WK •i .'I �'I 1 ", i �r .i I :.0- io! �' >, �� n ., �� � 1; SEE ENC i .^:. j' �, `I ��':� •1;TVVVn- VV DETAILS CN SHEETS .CONNECNION �C.'1; II:.' 1 tN {S..T, 1��( •�i IdJ• ��1; I:�� L�I 10 H IMP t , FULL HE CHT. •ifB7( - ) i i 31 (SEE PLAN FOR REOIAREMENTS) �5 TYP TOP B Bormu NUICTEO "a- ELEVATION H:H sFARXIOI TO QM ExISRAIO eLASS- SEE 4JMILL a SHEET II FOR MADEQ -------.tA ---- - --...-r-------- �= -----� ------------------ rVA ON 1F5 S1kEi FOR aA1Zt & TIP. ----- -I - 4 5 16 ® 21 PIP. m cENrEJa7Ar�s zl Gn w/ 2 OR �3 JwD VI/O J (SEE NOTE 4 ABOVE) PLAN' TYPICAL 1 HV BLADE WORKING _ IN _ UNISON WITH HV WINDOW BLADE 1A SHUTTER's N.T.S. ��`�a' EN NO. 441 O : STATE �0 •C• DIN, U ' 'ILL ✓+'fir ••� 02020 LL7ECO, WC- TILLIT TESTING k ENGINEERING COMPANY wwRmla C.ADas, ... s, . 305. n=M 33 Phone : (305)F71-1330 1- . (305)071-153I iALTER F1DmAALk. 0 4MIT 4N t. YAK. AS.O. OESEN FRESSI1RE RAWM 411D• - 110 p:f. i IIA1C. STWTIER SPAN: Be' i i AILOIED LWITIH05: A. O, a R H ON SHEETS 6. 7. AS WELL AS LFOIRt1BW 14 A T. LI * 1E ON SHEETS 16 4 n_ (ANSI BE QdY IN IN AT ACCESS SIDE i I5. (4) IN RVJDON WADE 1O MALL ONLY ALLem A mAnsi IM OF 5 OPE77R cs 1 (3-e HERES) FOR ® PER MADE AT SPACWCS SROM ON SHEET 4. ' 1 1 (B) AM. CLEARANCE FROM TOP OR BOTTOM EDGE OF N7 1IUIOW BLADE Q OF ANY 3-0 HOLE FOR (0SHALL BE 12'. i(C) - OR .�T - OOHING OUT FROM srmn RS AS ems MAY BE Hv leNoor IIADe 1�1 (D) NV WNODW BLADE IQ MUST BE USED ALTEM&TE TO A SOLID KV BLADED I THROl1CHOur SEUTTER'S WIDTH. i (E) CV ERNA SWILL ALWAYS RE INSTALLED ADJACENT TO A SOLD HV ®IDOL I AT E3THER SIDE OF THEY. (F) POLYCARBOWTE NTV VFNIXIW SHALL BE MULLED 50 TyFj TABS FACE THE WEEROR OF THE OPENDIG BIND PROEECIED. HV WIDOW C{y LEUST BE ONLY INSTALLED AND LOCKED USM A HV SETTIRG TOOL P D EFY ASSA INC. & SEE ANCHOR SPACNHG SCHEDULE FOR INSFAL3ATIDNS N10 WOOD FRWE 13ULC HM ON SHEET 15. AS UNITED BY SPAN AND DLSIUT LG%D (SEE NOTES i I k 2 ABOVE)- 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS OITO FOURM CONCRETE OR CONCRETE BLOCK HALL ON SHEETS 12 k 13 AS LUM Ur SPAN AND DESIGN LOAD (SEE NOTES I @ 2 ABOVE). I B. MWWM SEPARATION TO GLASS SCNEDLAE. PER ASW E-19M W_ W ZONE MM- 1.110 SEPARAION TO CLASS I THRU 3 y _ _ 1 . AND W E NIfTE 4 ABOVE Am,St7SoAm American Shutter SysMme Association. Inc. 4268 Westroads Drive Wcst Palm Beach, FL 33407 High Velocity Hurricane FASfEEM LQTAL "PLY, INC. Accordion Shutter System ILK RACE It W/ OR W/O KV. WND(XV RAM CAWING No 20-164 t/2'k D.035• TFw]L - 1" "» { W. —CkV 40 ten ;., INSTALLATIONS W 1 HV BLADE & HV C*NTERMATES METAL STUDS AT yr D.0 W INTO METAL STUD WALLS 450 3' EEC 0 6'01C.__-- �``--?T- Xg NOMINAL � i 3Bs j* GENERAL LIMEMONS AND COMMONS OF USE ALUMINUM SIME 4 o e.. r2 .?gyp; • FOR BERiiU' NV BLADE ACCORDION SNL sos3-Ts ALLOY F4 6 I/4•x C YCHA t_; `,� i Q - 'j� I SYSTEM INSTALLATION TO METAL STUD WALLS �• STFfI SR'� nIAI0�R1 f 0 6. OC O 6. DC ^ AS M A-653 GRADE w W. G-,» { .. -. • O S=.��SEPARATION TO GLASS SCHEDULE °si 4rj I� aFASTM 'raEws on exrsnne Fln,st � ��' '': ;� 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) MIX WU;K% A 0111ERaR tACE 1 As APPUCABLE :tls 1 • `!/ o� 2. MAX. SHUTTER SPAN: 84"VAND ZONE �plyy� ABM E-106 SEPARAMON ax LovcTH + I . EXWFTNG GLASS --� WNT� O'�TION : i ! ; 3. ALLOWED MOUNTING: O ON THIS SHEET. ` TO GLASS O (SEE SCH___ -=T _=r =—� 3 N I I 1 THrsu s 1--20X3" ®OLT I 4. ONLY RMATE 21 W/ 24 HV LOCK ARE ALLOWED •� a i MUST PENETRATE 3e 1' WITH 21 ARRANGED A METRICAL LAYOUT. USE OF (2) (6" LONG. MINIMUM) MUST ALWAYS BE 1 4 4" t s/a.6 t/4: o is neca trs �MKI FM9t t�l r, � INCLUDED AT OR OR INTERIOR ACCESS SIDE OF I 1373" cow_ aay. 5gL = a+Nna, A6 AFHJWL.E pp � ` 2S0'- Ds0' ASTIN A-617 DRADE 40 Mn. c- 0 S • I r{:•� CENTERNiATE. sg•21_ I` 7j w (zw) t/z TLx'Ds�ctE►Fsatl lZM% .3:41 - t i i :ST—�'��lm anE RKM s EYMOR FACE { M' O.C. • 6. 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Z 1 '21•� t '1—a"ZJ - -� LOCATED AT 1!Z t -- - — - _ -_ -=-- •---------6 --�°—_ =� ' - --- -- > -- --r --- - V HFAM/SILL ENDS 4 VIEW 1P -=- - -=_— 4 6" �24 SIDE CONNECTION TO TRACK 12 ' , v4 rnFa • 6 1/21 (T".) - 7. 35 ( ) — 7' 6 1/2• W. SLACK ** FADE SLACK DETAIL HVF t f10RN SING CW(N n High Velocity Hurricane Zone, ` 11t1U1 02020 70ECO. WE 02020 C457 N METAL SUPPLY• MR. ,s �pEr ` �,� BERTHA TMTM 1� C O 61JC. Accordion Shutter System No. 44 67 _ -: �_ _ AsSwSAE; ILY GAM 11 W/ OR WA Kv. VMW KAM -,r' TAUT TESTING # ENGINEERING COMPANY AttlMrkan Shuiffer Systems ,•. DE>e�tat am I,11A11eI ,� STATE f 'v atss ".ti '°� a sm so waaAA DMDDB. FtO1M n,6 Association. Ins. t OLD 17-107 :/r/102+ DMF 7 2/2020 ' 9'.• / ft- : Ls05)4T1-15N . Fox : (SOS)B71-t55t 4268 Westroads Drive z DRAWING No '�O,L.• �0R1 f+ _•� •- » d..�.n West Polm 9e0ch, FL 33407 S 20- 1 64 rALTEt1 w TALFf a. P.L �'tis�ONA �`�,r�� ., , ..,._. FLU. Lk- 0 44t6) 6 SHFFT