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HomeMy WebLinkAboutProduct Approval I Lynda Salsbury-Luft 5405 Suson Lane Ft. Pierce, FL 34951 i. OPENING WIDTH HEIGHT #1 92" 66" #2 75.75" 84" #3 121.75" 66" #4 82.25" 56" #5 43.25" 56" #6 43.25" 56" 1 #7 90" 89" #8 104" 88.25" #9 104.5" 87" i #10 112.75" 88" # 11 114" 88.25" # 12 43.25" 56" #13 43.25" 56" # 14 33.5" 44" # 15 43.25" 56" #16 43.25" 88" I #17 43.25" 44" I i I i j NOTICE OF COMMENCEMENT i Permit No. Property Tax ID No. State of Florida,County of St.Lucie The Undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice lof Commencement.){ )om Legal Description of property and address if available �D ftf jQ.tq (I1 I�P� S/d/ '��<� �' �'� (01Z -315'2 -O-77s) General description of improvements Owner/lessee L dC ot L Se f s b` lr L rh F L 7 Address 5 ..�Q h Lo, r` - /,Q/�'Ge FL 3 9�S r' Interest in property: Fee Simple Title holder(if other than owner) Address Contractor—b• V lit Pr 1 C4)1 e KS Y/C, Phone# -772--7 9�/- ISS'1 Address 3 1 00 V A�-'f VL ei-5 9WA , 7_9_/frC2. FL Fax#' -77Z —7 IL/— /LS2( Surety 3�(ElSf Phone# Address A Fax# i Amount of Bond .. I :r V, Phone# ss Fax# us within the State of Florida designated by Owner upon whom notice's or other documents may be served as provided etion 713.13(a)7.,Florida Statues: Phone# 0 Z ess Fax# a� dition to himself,owner designates of U a Phone# Fax# w o 0 0 :eive a copy of the Lienor's Notice as provided in Section,713.13(a).(b),Florida Statutes. Expiration date of notice of Y Q aencement is one year from the date of recording unless a different date is specified. WARN&G TO OWNER: }N LU PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER LU U Z C7 0 [ENTS UNDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF I-00 VIENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN U)_w N o O JCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF W V`fvZ _ 0 p VIENCMENT. / V) Lu M6 / OQ�xw I— �tn,L00! wner/L ee,or Owner's or Lessee's Authorized Officer, frector/Partne Manager/Signature We- Acknowledged Signatory's Title/Office (.vi,[� State of Florida,County of e Acknowledged before me this l ,day of ':3-UA.e- 20 19�-,by L y N 0� I- S<}( S r�_(,y i(-T!,- who is personally known to me or who has produced FL N _ as identification. i Signature of Notary Type or Print QName gof Notary Seal 'rifle:Notary Public Commission Number FE /3 !sl 2 r a RUBEN V.VAI�LS a: G®G Notary Publlo,5tato of Florida " Gommisslon#FF 939592 My comm:expites Jan.17,OWn I � lI ou rt ra BCIS Home f Log In I User Registration i Hot Topics Submit Surcharge Stats&Facts ! Publications I FBC Staff BCIS Site Map Links 1 Search dFlorida - io Produr '��USER:Pct Approval Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived n I , j Product Manufacturer American Shutter Systems Association,Inc. ! Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email ! Category Shutters Subcategory Accordion I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W.Knezevich,PE Q Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf i i Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 i 1994 Equivalence of Product Standards Certified By I Sections from the Code i i Product Approval Method Method 1 Option D I Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Date Revised 09/18/2017 i SummarV of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks _ Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm.protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No. FL389 R8 II A.S.S.A.INC. DRWG.IS-086.odf i Approved for use outside HVHZ:Yes Verified By: American Tes(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'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the 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,9'-6" for 55 psf HV3 blade w/window blade working in • i unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm'protection Limits of Use Installation Instructions' Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.pdf 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 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0"for+64,- 72 p.s.f. load for HV blade for Keystone mountings 7'-0"for j +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. i 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retaine COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A:INC. DRWG.15-084.pdf 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 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively i - Back Next i i P Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO'employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.-Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record,Ifyou do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Wig rigg I GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SFIML'NOT BE INSTALLED AT HIGH VELOCf1Y HURRICANE ZONES. TABLE - DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY.THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. rn IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED-PER ASCE 7-10 SHALL BE FIST.REDUCED TO A.S.D.DESIGN WIND LOADS - AREA•1:_FIV-BLADES(1)& DN7y BY MULTIPLYING THEM BY 0.6 IN ORDER TO 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.EO..AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NZ.USED IN THEIR SYSTEM.COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR C0-1.60 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 @ 10214.01-03,#0715.01-03,#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 BLADE CID ANO FN WINDOW 13LADE hA1 -AND E-1995 STANDARDS(MISSILE LEVEL D,_WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHE�F' APPLIGAB1,Ia -HV WINDOW MADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.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. IN BLADE(, AND HN WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH DINER UIroEfR THE GENERAL,LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETARS_G-M, CONCRETE/BLOCK SHEET 7 --- 3:-BERTHA H.V.-ACCORDION-PINS-(HY SCREWS).-USED AT BLADES KNUCKLE ANO_FOR DIRECT MOUNT_CONNECTION TO TRACKS SHALL_BE 014x2.75'AND#14x1.75 RESPECTNELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEE.SCREWS WITH 135.0-kil YIELD STRENGTH AND 180 W.TENSILE SIRFNGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY-APPROVED --CEMERMATE ALTERNATING DETAILS KV --- SHEET 9. COATING APPUCATOTS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MAWNG ON THEIR HEAD. 4.ALL ALUMINUM IXTRUSIOHs SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 k.;AND 35.7 1a1 FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 MAXIMUM'SPAN TABLAS SHEET SHEET 11 6005-TS ALLOY. ANCHOR*SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL.304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90'IML MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&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-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k5i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE=WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE OO : 12,13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET m HV BLADE ID&0 WORKING M.UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 15.458,179 ISSUED TO EASTERN " METAL SUPPLY.INC. .. 9. IT SHALL.BE THE RESPONSIBILITY OF THE,CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER,IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFAL/CAULK �.3:.FN WINDOW BLADE R 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 BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF.HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY�CIASE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. - - - AREA 4. FIV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURERS LABEL SHALL BE.LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER_ IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLSSHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WfIH SECTION 1710.8:2 OF THE FLORIDA BUILDING CODE, 12.BERTHA AN.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED TO. - 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION;FOR A SDE SPECIFIC PROJECT;Lc 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.EO..PROVIDES HE/SHE DOES NOT DEWATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (d)SIZE SPECIFIC PROJECTS SHALL BE PREPARED BY.A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.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 SHAD.SUB MR TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SHALL.BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. -.114116 111-. FLORIDA BUILDING CODE.(Non High Velocity.Hurricane Zone C9 2015 EASTERN METAL SUPPLY.INC: .. BERTHA HVTM �►cFir, 0• _ rT1LTEC0 ,n-- \ A S S A Accordion. Shutter Syste>a� . . FEV. . . .BLADE{J, W/OR W/O FEV..N1N]OMG BUDS /tel American Shutter Systems omm nom DATE DRAIN DY: ILL �•• * TIWT TESTING & ENGINEERING COMPANY TE Association, Inc. , . OLD 1t-192 4/13/Is wlG .4/13/15 ,N OF ..•: sass R w.3L U.SL.St,.ws vwclEu eumENs.nom », Phone:(365)871-1530.Fox:(305)971-1531 4268 Wcstroods Drive 2 DRAWING No eS'Si •'�N4 c-moil:bTLecooea.com West Palm Beach. FL 33407 3 �NAL�ENG`-•`• m-00oa7,9 4 15-085 'V//YAI7 11\\\\\0` WALTER A_nLLR Jr.P,E .. P.E. SEAL7S�tffMRE/DATE FLORIDA Le.#44167 6 SHEET s 1 OF 20 -3',,DH avmOw(LADE �S N VARIES _1=918• 1.A91•• .. . a 54. r �B• o ' .2 W' $ � 1 f�J p k. .4.857'. _ 4.999• p S 1. HV SOLID BLADE 37J 6 p, (5)HV 90'/180• STARTER Q 3�HV UNIVERSAL FLOATER m COVERED UNDER US PATENT $ 5458179 QUALIFIED FOR USE IY/ QUAUFlED FOR USE W/ HV BLADE(D ®HV DIRECT MOUNT HV BLADE 01 to 4V WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER •SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE(1� a7' _ ®_ 6U63-I6 ALLOY AND TEMPER •1Y4• 6063-T6 ALLOY AND TEMPER - - ..:Sc28G�__.-_ 1.500,- -- - - o -- - _ - _ _ _ - J - . ¢70' y 2.670- 3.556" n � ._ .994'1 -__ 000 .610- 2.226' ai .- I -1542 1 on oI - -- - n �ya 3 1.615• ..D 2• � ��- - ------- O7 HV ADJ. ADAPTER W/LIP b.a36'' 12'• n G� 1.375• 0:07 .0.02_ .920 L_ 3.226• QUAUFIED_FOR USE W/ HV HV WALK-OVER TRACK � BLADE IO QUALIFIED FOR UGGE W/ HV ``/HV TRENCH TRACK ' a7W- �)HV ADJ. FLOOR TRACK 6063•T6 ALLOY AND TEMPER 13LADE`1 QUALIFIED FOR USE W/ IN QUAI-IFIED FOR USE W/ FIV 6063-T6 ALLOY AND TEMPER BLADE Qt ONLY. 1� HV RAINGUARD BLADE.01 6063-T6 At.LOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER J�' VAR1.1.S n 1.Q56' BLADE 1 1.915' R VARIES 1.936' 6063-T6 ALLOY D TEMPER 1617• 3.083• _ -083' -m . m .060' n .060' .093•U III ow, 7a 670 .7.529' � 5(�k p. 11 HV CEILING HEADER C9 HV HEAD/ER/SILL (�.HD OILING HEADERLSItL 31x- 0 LIFlIro FOR USE W/ HV BLADECiJONLY. QUALIFIED 0603-T6SALLOY AND TEMPER QUALIFIED FOR use-w/ HV Bv+DEC) 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(DONLY. 6063-T6 ALLOY AND TEMPER x- TI COMPONENT A R T1 T2 El Y t MK XMNY MKt .. 2- S'MAX. 1/8' 1/8' 2' 0.125-- -3..0.090' !` 16 2' 5-M4X. 0-192' 0.192' SIDE ANGLES -- - - -�t - CO CORNER POSTS QUALIFIED FOR USE W/ I-IV ALUMINUM ANGLES 19 2.5' 7•M0.[0.190• 0.190' I QUALIFIED FOR USE W/ HV BLADE(D QUALIFIED FOR USE W/ HV ----- ------ - BLADE(1) 6063-T6 ALLOY AND TEMPER BLADE( ONLY. 2- 5•MAX.(0.139• 0.131' 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY. INC. T BERTHA HVTM A S S A Accordion Shutter System ■ ■ ■ ■ H.V.HARE#1 W/OR W/O KV.WINM HARE TICCIT TESTING & ENGINEERING COMPANY Amertean Shutter Systems Lv.N DESCRIPTION DATE DRAWN BY: M.L ' l :+¢` ASsoctation, Inc. 7 O1D.11-192 4/13/15 DATE A/1s/ts STATE OF 6353 N.W.360,SL.51r.MS.WRGLNIA ovcu S.)LOFMA 331 -_-- Ph-:(305)671-1530.rm:(305)871-1531 4268-Weslroods Drive 2DRAWING No ' m6Ee6-T1oo.o.�+1L.4m BWest Palm Beach, FL 33407 3 -----•- '•,7i �c8S/...... ee ``� WALTER A TILUT Jr.P.E. 4 15-085 NAS �E� FLORIDA Uc.8 44167 5 SHEET P.E. S+ &+I ISAGNO RE/DATE 6 2..OF 20 -7454_6°0h' i - 1/4•-20 -OaCS 2.293' FIAT HEAD TN9A Ew 1/m4'-20- 2. 745' BWED D WFM . (2 TV.) A LYIED' EAKM PU AE � L E�FSS TURN i .R7+ nr - 'o • + I N 4.87:5VOLIALinEo- 319 BRASS CYL9aEH G 1_]25" o O6 L 9K55 CYl➢1DER 0,4�•RqJ I. -__ 1.`�,~ PIATEYS(a4 E (POWE PLATO) HY CENTERMATE s. = - 1.32x' " f � VFI LUCK ®QUALIFIED FOR-USE W/-HV BLADE/1 & 9 ONLY - !��) - 0 E E` °• `A'J A2TFl -�- _ -�. 3'_..___ -- FOR USE_W/ HV QUAUFlEDFOR USE W/ HV 6063-76 ALLOY AND TEMPER QU EOFOR US£ W/ HV BIAUEU& ONLY xBLADF(D& I(0 ONLY. BLADE(11)& Q ONLY. -- - 6063-T6 ALLOY AND TEMPER Q� HV CORNER CENTERMATE Q ALIFI6063ED O6 ALLOYR USE VAND TBIADE(J NLY ICC HEAD o N � 1.756' - .- _ --MOLDED TO- 16 N_. .922" 4;045' ___ - 2 SCREWnw. -T .. 7.079' 1.753' - y p a i :360'AFTQi RIVETING v000=o--- 061 N• Os o " " BEFORE RIVETING ooD � - - - - --- - - -o - - �• -z �� r S S. THUMBSCREW 11470-20 RIVNUT* 6:1 *SERIES 9444 A„L' WMJM(2024-T3 ALLOY)LARGE FLANCE Tin I—$ - V " " CK m AT 4.566" m R22� VUEL SHEET NUPA3R1,PART{062°:NEW MA?TUFAc TRfD0705 6Y AECIT PLAN FRONT ELEVATION .. .. _ __ CHERRY TEXrORN,PARSIPPOJV,NEW JDSEY 07054 OR EOUA. LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE w/ liv BLADE 1 ONLY !Q HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK ® HV ALTERNATIVE LOCK' 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE .QUALIFIED FOR USE.'N/ HV pUAUnFb FOR USE W/ LiV BLADE '@ONLY QUALIFIED FOR USE W/ HV'BLADE(1�ONLY 1y/HV BED FOR USE BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPETTYY 6063-T6 ALLOY AND TEMPER �1.9 7-. 191' -_� 3,161 1— a r43) / THUMBTURN ( — �4 1 O i CYUNDER OR .063" .214"m o .06_3 y062' - I KEY CYLINDER .214' 0.075'Min, Q, l I .125'MDa. (3� D o0 OC D �i2 R A E LOCKING� 0 .40 ° O°° Io 1 m F QUALIFIED FOR USE W/ HV BLADE(_1 & � QUALIFIED FOR USE W/ HV BLADE 1J& A HD CENTERMATE'S INSERT =A04- 6063-T6 ALLOY AND TEMPER 6063=T6 ALLOY AND TEMPER VARIES. 12'Mw. QUALIFIED FOR USE W/ HV B@ LADE & 1�Fj i __=� -_i%a•a-zD ss.oR 7Je-•-tc 1.130' 6063-T6 ALLOY ANO TEMPER - - _J THUMBTURN ALRAL THwBSCRMS. - 11/2- - -- CYUNDER (SFE O1TAnS)' DO - OR NLY CYUNDER aI I N LOCKING RODS f1_ /a'm ® HD LOCK 375'0 QUALIFIED FOR USE W/ HV BLADE01 a'� b1w3180_16 ACEiAI �7J.� 1/4 -20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. � 6063-T6 ALLOY AND TEMPER J SERIES S.S. THUMBSCREWS QUALInFD FOR USE W/ HV BLADE.@& IA Q ')INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zorle DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F LTU kr q BLADE 01 9 Y , ®2.015 EASTERN META_SUPPLY.INC. �•Q`�� �ENSF'dp•; BSA Wim ASSA *- IL E-C O N�. Accordion Shutter System H.V.BADE#1 w/OR w/0 KV.WNDON DADE * //_ �- = Ame►tcan Shutter Systems EV. .DEScFaPRDN GATE DRAWN'6Y: M.L �13T �F z TIWT TESTING & ENGINEERING COMPANY S� k7: MsociationA Inc. 1 OLD 11-192 4/1,3/15 DAM 4/13/15 $9'. P r��g C355:N.W.361h.St,S..3W,YR A GWXEN$.11.ONT511 A 6 - -- i t} � Pnone:(305)671-1530.I-:(305)871-15L 4268 WeStrOOF19 Drive 2 DRAWING No ,,F ••....•••'c_C1 e-.nou:Dlecoo9oLcem West Palm Beach• FL 33407 3 SSIONA�-`1.A`N` EU-00067,9 a - _- -- 15-085 AJ1lhnnaulLL4 WALTER A TILER Jr. P.E. FLORIDA U'c.a 44167 6 _ SHEET P.E. SEAL/SIGNATURE/,DATE 6 -- 3. OF 20 SHUTTER ASSEMBLY SCHEDULE FOR EV-M HV 3/8"¢ 41 12'TO B � LADE P 1 4625' 1 HV BLADE.1 .. 40 j i (I A) .11375-'-- ® HV BLADE 1A---'. WINDOW BLADE .0625• T x_x .0675 .0625" jST ® `aa � II .7875'6 BLADE'S LONG RECESSED NYLON BUSHING 0NENIN 30625NCLY q 39 N, (EYP) 0.a6zsy Q HV SHORT RECESSED NYLON BUSHING og3�I I i J ® HV NYLON HAT WASHER ---..^-..- - - (DOR�-. y� 1 I - - - M�\�N -- ,a+ae ! R1�SI/ 3 50" -- 0 HV WHEEL CARRIAGE AISI 302-303 SERIES 4'gI1�— �' -- -- _ - _¢.870"x3/16= THICK-NYLON WHEEL; _ _--- _ - -- _-3- -�- -- _ -- _ - -- - niJ_ z 7/a-MIN. Hvwlr�oOw 0 //ez.e�so - - - -- - ' " x-,-1315"0 0.188'0 AISI 302 SERIES S.S. RIVETS * -"`tt-.'"- "I- �1 �4 SEEP_RAN .0625"_ 6203.7500'HV„1 3/4” ACCORDION PIN W/ B8 HEAD EXTERIOR I{ OPENINGS 5 `ESRCh -ION C'3 ERS1�FIV 2 3/4" ACCORDION PIN_W/ #8.HEAD * --- :-. - .... .. - �' -- -44F" - -- 2'1/4'- CLEAR �4•- ..':7.AFl -- EVIno ® POLYCARBONATE IMPACT RESISTANT FN WINDOW r'j, IBEIwEEN TYPICAL HV WINDOW BLADE h1 AND I.j` � S POLYCARBONATE HV WINDOW DETAIL I 3 AOR ® Or �3 rv.; (SEE NOTE FOR I'I t I REQUIREMENTS) (D O I I *POLYCARBO JLQTE IMPACT RESISTANT HV WINDOW j I BAYER MA KROLON 3103 POLYCARBONATE 12MIN.CLFB�} a RESINS, LN-STABILIZED GRADE OR SABIC * HV NTS AT y -� -- To BLADE a M INNOVATIVE PIASTIC LEXAN 103 RESIN WO)HV1 1 I i O OR ® I. (SEE NOTE "F" ON SHEET 19). II ! � F (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR � BOTTOM KNUCKLES OF HV ACCORDION SYSTEPA W/ HV 1O OR i l9 1 POLYCARBONATE SOURCES FDR 4 EXTERIOR HV t� BLADE. jgICAL SHUTTER ASSEMBLY , „6 RESULTPRop _ N.T.s. !! HVPIN©2 OR a. AT n6DRICf i'aa'a�9ama (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY Al L DE iOR EXTERIOR BonOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O ¢0324" 1 BLADE'S KNUCKLE. I Pl Are BLADE WHEN CORRESPONDING TO INSTALLATION "I1 SHEEP 7. (SEE:NOTE ''FOR scrnc 9whn ASTY M2 0.0.3 16/W 0,043 le!' REQUIREMENTS) Yrnl.rrir�l' . - �Pq.•.,,–. i '.1FN9IE Mo 511hNvtH 0.1'IY DGtO 9.100 P.s3. 9–Roo P.s.i. 11 1 } i 1 FIDNWl 57A m Al T4'to /STY QM 12-1w P.-L Il.Mo p.il (3) HV PIN © OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 5� 1 It rtcxwa MoaAus Asn LIM 310.0w"j. 3'S.000 ca:. SHALL BE USED FOR DIRECT MOUNT INSTAILATION PER DETAIL X, �.�9iT' TI BYEGL SHEET Roo ASM o239 ,3 yr-m! 17 Fr-mom I WHEEL CARRIAGE DETAIL SVOx DI-,V 'Sw MCI 172= ..5 x Wpas, ASSEMBLY LAYOUT PATE OF 9wam+C A IIM c33s C-1 CU55 C-1 CLASS N.f.S. - :SELFxamloN ISM DIM low T 9M-F 1�dII51 ASTM elm TWELLESEPENORI A=aCATt ASIY 639 9]02 psi, —0-l. (1) HV BLADE SOLID & f A HV WINDOW BLADE DETAILS I""m` 60"on"°'nl""o'° ASW 478 916,Pe.. 9399 Ps1 N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone :. .. - .. ``���1�5�•(�R A ���//i� .. .. .. .. .. CO 2015 EASTERN METAL SUPPLY,INC... BERTHA HVA IL=ECO =NC. A■S■S■A■ Accordion Shutter System 1 = ♦ H.V.RADE J�1 W/OR W/O H.V. WINDOW 0-ADE American Sh U}t6r SySI®mS Lv. oEscRIPnON oAi[ ORAwN or: ML. t-7KI� TILLR TESTING & ENGINEERING COMPANY * Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 ATE OF A.,.N.11.3w,.SE.s xis.v.YCL-tl-ErM EL(IR 331c • Phono:(305)871-1530.Fax:(305)871-1531 4268 VJeslro0ds Drive x DRAWING No F'. ORIDP .'�� Awa:tlit�wa9Pi.Co9 West Palm Beach, FL. 33407 3 15-085 ��AL EN�';�.``�` wALIER noT1LLrT ae.P.E 4 . P.E. S`pJ����3(lSM"r��URE DATE F 61aa t�.B<a,s a SHE 4 OF 20 �•��a 3. sp J� (�J�' �• °° *NOTES ON HV LOCKS AND CENTERMATES: A B G 0 F�•�m Y N 5 T U Q���' S� ' - 5, f A�.a 0•(�„ 1.MANDAMMr CONOIiroN ft:ONE HV LOCK or®SHALL BE USED AT 1/2 OF.SHUTTER.SPAN FOR ANY SPAN "Ly OR 12'ABOVE ORD OW f2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTNI(•TIONS AT ANY 1 ELEVATION. FIV LOCK 2( ora MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHm TO�1 OR CENTERMATES W/(2) 1/4'6-20 x 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON ^ TYPICAL SHUTTER ELEVATION. - • 2.QL'l�Q� IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS�4 d OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR Q SHALL BE AS INDICATED ON NOTE(I)ABOVE LOCATION OF LOCKS SHALL BE AS-INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OP110Ny C�NDft10N /Z MUD ONLY WHEN MANDATORY CONDITION +1 OR LIMITED MANQATORY CONDITION N - it i2 IS 11SED W/iW0 H.K LOCKS): LOCKING RODS%,ARE NOT REQUIRED AT�aHURRICANE POSITION, BUT MAY ° —�or 5;1a 6)oR ®� _�1a _ _ - BE-USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS�i OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION-(NON-HURRICANE POSITION). 4.MANDATORY CONDfTION/2.ONE HV LOCK t� SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV LOCK °r(2 03 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO CORNER CENTEILMATE W/(2) 1/4 0-20_x 1/Y LONG FLAT HEAD 5.5. M.S.TWD LOCKING RODS xo�c NrVD AT TOP-& BOTTOM SHALL BE-USED. LOCATION-OF LOCK-SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 'JIS v MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5 - Q sus f 3 ONE HV LOCK'�§MAY BE USED IN LIEU of HV LOCK ER $or:. FOR ANY.SPAN MID (�' INST TIONS ATANYELEVATION.ALTERNATE LOCK 20 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'6-20x3/4 S.&THUMBSCREW.TO 01 OR 0 CENIERIMTES SHALL BE MADE W% 1/4'0-201.3/4'ALUM. g �F, °0-140 og� RNNUT ASSHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 ^Z�„� I � LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION t3 FOR KEYSTONE MOLMDNG INSTALIATIOWS: ONE HV LOCK 93 or CY or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or®or•-a MAY BE USED AS AN INSIDE OR..........lgj OUTSIDE LOCK,ATTACHED TO @ or 2�SYMMETR CAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END - qtr M-S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS Q�W/ CONNECTION .:l OR 6.)TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SMELTS 10 h . THP. FULL HEIGHT. " *NOTES,ON HV "T" LOCKS AND CENTERMATES: HOI OF CORNER ..uiami7m wmm 1. SECOND ALTF73UTE TO.MANDAIO$�CONDfD�T/i VALID ONLY Fog HV'T'I=3a_AND CENTERMATES 9A AND CENTf1tMATE �ONE ION TER �V�LOCKL3a MAY BE INSTALLED'IN LIEU OF HV LOCKS q�OR 99 FOR ANY SPAN AND T.Q a�mC•(�a+(8��10 •h3 I 7�STMATE LOCK Co SAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT Q•� OF LOCK 0 INCLUDES USING RONFORCING LOCKER kJY,AS SHOWN ON SECTION HVG, SHEEP 9,WHICH MUST BE 10'h S • 3 1 w — CONNECTED TO CENTERMATES @ AND @ W/ 1/400-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGNUF OR W/ 1/4'0-20x1'S.S:M.S. INTO A 1/4'Ox 5/8'RIVNUT.LOCK-MAY BE INSTALLED AT MIDSPAN OR 12' C•U7 •©oR©'O• oR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS `S@ TOP AND BOTOM IS MANDATORY. (a�• I�s)m Ids)• 11«�)• �B(i�j•5� *NOTES QN HD LOCKS & CENTERMATES: 1. ( : ONE ALTERNATE HD LOCK(4 MAYBE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION HV LOCKS 2 OR FOR ANY SPAN AND:INSTALLATIONS AT ANY ELEVATION.ALTERNATE H)LOCK q�MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK 0 TO 6�IS W/3 SB x 3/8'F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT 1Lv.D AS SHOWN ON SECTIONS HOB-HVB AND HDC-INC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS�@IS COMPLETELY OPTIONAL FLORIDA BUILDING OD ( on High Velocity Hurricene one ``\`������p:•TI���T,,� ®2015 EASTERN METAL SUPPLY,INC. V�GENsI�' A S S A BERTHA HVTM Accordion Shutter System �y Shutter BLADE#1 W/OR W/O KV. WINDOW BLADE American Shuller Systems REV.Pk _DESCRIPTION DATE oluWN BY: Ml. TILLIT TESTING & ENGINEERING COMPANY a= STATE OF P �„s Nx.36u Association, Inc. , OLD 11-192 4/I3/15 DATE '4/13/15 --•ems. PMne:(305)871-1530.Fox:(305)871-1931 4268 Wesfroods Drive z DRAWING No G�C�`: ,- 61: rooa9Lcom West Palm Beach, FL 33407 3 15-085 I'l4,,S�ONAL ENI.% WATER�ALInc I{N 67. 5 SHEET P.E. SFAC}�SIMAIdE/DATE e 5 OF 20 1---CONCRETE ANCHORS POURED CONCRETE POUR EDSEE SCHEDULE ON OR CONCRETE BLOCK POURED - CO ( - REQUIRED 1/4'0-20x3/4'S.S. CONCRETE RESHEEr 13) CONCRETE ANCHORS MACHINE SCR REQUIRED TnR (SEE SCHEDULE ON W/t/4'I20 V CONCRETE ANCNORS17 18 ®6757ot+E(SEE uaNllrw iU!ON 511F2T 7) (S EES 13) NUTS A i2'O.C. (SEE SCHEDULE ON SHEET 13) i• 1• OR(g 1I'EQ 1/4"P-20x3/4'.S.S. ED EQ USI MACHINE SCREWS I USING 1/4"-20Nlrf5 12'O.C. {E.0.• .250'Max. 13 DR $ so - N 1�(� 1 $ 2a0. 2 'Max. � M1OPTIONAL i 1 �PTIONAL I ZI MIN STPAMM I I I i -Toa=.( _ I _ i - _ _ _ ,_ __ - - _(S MIN.SEPARATION-TO GLASS— I-19'i BLADE a90 1, R j� oasnNc --- I aN sa19FOR0A I I ® I --la G1ASS j— EE SCHEDULE ON SHEET 11)"^ EXISRNG I tiU06U)C�i I MIN.SEPARATION TO GLASS GLASS---i ..l r(SEE SCHEDULE ON SHEET 11) .. '.__ Y_._ DUSTINGI i __ _ _ _0C HV WALL HEADER_INSTALLATION (g) WALL HEADER INSTALLATION - -- - C HV. WALL HEADER INSTALLATION + KEYSTONE IXISRNC _ t MIN.SEPARATION TO GLASS MN Suva am 10R ®� D(IrnNc (SEE SCHEDULE ON SHEET 11) 1 ro a tts(sx I I J I MIN.SEPARATION TO GIJ55 wss5 ; �. 5D1FDl1L aN 9fEi i(SEE SCHEDULE ON SHEET 11) I it TDR Il HE MA`D'- CL DIL5 18 fV! {IMµ�tNI LLUyyN c I 1 aN1S lD e� � �I � FJCISTING �OPTIONAL .D.• I I i i t/4• II III E + Max. I .I II _ IIT- �-OP110NAL i f1/4'Max. 1$ ii ii E. Fr/ III ID. \ 1/219 yEQEO- --13 on Q t' -_-�" 1 2)OR 4 � � I � � .-_1/4'0-20x3/4'S.S. 1 Mia I- PHILLIPS TRUSS HEAD —/ L 1/4'0-2.0x3/4'S.S. PHILLIPS l_ 17 18 E 0--I MAC)ONE SCREYIS USING ( CONCRETE ANCHORS .TRUSS HEAD WCHINE SCREWS -0NCRFTE ANCHORS `/ ' 1'"; I/4"=20 NUTS a 12'O.C. (SCE SCHEDULE ON W/ 1/4'-20 NUTS O 12'O.C. POURED CONCRETE OR CONCRETE'BLOCK(SEE SCHEDULE ON SHEET 13) _� Min. POURED CONCRETE K SHEET 13) OR CONCRETE BLOCK WNCRIETE ANCHORS RCQUiRED WALL REQUIRED C1 HV WALL SILL INSTALLATION �/ (SEE SCHEDULE ON POURED CONCRETE-_ SHEET 14) HV.WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION yD,} TaR GOMRINATION OF SECTION$: - INSTALLATION DETAILS . W./ 1- SEE SHEET 4 FOR TYPICAL SHUTTER t E b. -EDGE DISTANCE ♦ SEE UM (IONS OF USE FOR ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BTAOE to ON SHEEP 19 T HV BLADE 2- MOUNTING SECTIONS CAN E COtABINED IN ANY WAY 10 SUR ANY INSTALLATION. I I - 1111111/11 FLORIDA BUILDING CODE(Non High Velocity. Hurricane Zone ... .. - - :..� ' _ ..07.015 EASTERN METAL SUPPLY. RC... CENs�'.,9 , BERTHA HVTM IL _EC O �Mc. Accordion Shutter System A.S.S.A. liv ,anuE#1 w/OR w/o H.v YANDO+V BI.NwE -1k l� r *c Amelicbn Shuffer Systems YY." DESCRIPTION DATE DRAWN OY: M.L .p. - TILLIT TESTING & ENGINEERING COMPANY S AT OF �; Association. Inc. , oLO ,T-19z 4/13/I5 DA1E a/t /,s '•, a3Sa n.v.XU,.St.,Sta=.WGWLA G.Rl.M.riOpoA MI6( 4268 Westropds Drive z I "'ni". Pna�,:(305)871-1530.Fa::(305)B71.1531 DRAWING No 'q F' West Palm Beach, FL 33407 s AIss/DNA(:�`vG��`\` WALTER A�LLIT1 J,P.E. 4 15-085.- 0j0YH11 11U11,1A FLORIDA Uc.6 44187 5 SHEET P.E. SPL TAI 'URE/DALE s 6. OF 20 AN PW RED CONCRETE ANCHORS -- sy/RAD.N I 1 OR ♦ CONCRETE' (SEE SCHEDULE ON SH(tT 13) I Sof a ASS(EEEE7 •T EXISTING RE ;QUIRED p- _ EDGE OF '�n fDa DtADE.j. GLASS-- NN.ar.Annd a 9+Esr(t) i T - _-fig.IF d 9-al IT itA m PHOS _ i 9 .D. APPLICABLE EXISTING� a �d`� I i ALTERNATE i i . I i i i i EXISDNO F. I ANCHOR C C I I II J I `I ✓ LOCATION I t I I I P I I t t I I x I I I Q,Oa3/4•HEX WASHER HEM i i 1 1 OR 1 OR 1$ 3/a Mw.. TEK SCREWS® 12'O.C. i EDGE OF s/e MW� CONCRETE ANCHORS 8 APPLICABLE I a 6 7 I (SEE SCHEDULE ON SHEET 13) E t II t I - _ EDGE OF 1 YSLAB u I� FUDSTINC i __ t I _ i __ _._ _- EUGE_OF-- -V ' --. EOGF:a - _ _ _ _ __. GLASS--r SLAB IF �I /1/2 / /t Mn svAPnnd APPLICABLE .EA: - EQ. /J�UCABLE 0 POURED-) T MEAD CONCRETE ANCHORS I meTMASS(SMxLE Ol / GONCR[TE I ---E'D'�--• REQUIRED CONCRETE (�E SCHEDULEONSHEET f14) it Fd 1TADE®pro +I ._ ♦ PoURED-/ __. - REQUIRED LAT HEAD CONCRETE ANCHORS _ y1gB IF --- I_-am Siw".uU - - ------- - 1 'DR --CONCRETE - ---- _ _.- -- ----_-- - - - -_ I wco;(Da0 - - _ REQUIRED E. 0 -- ---E.D.*-- .. (SEE SCHEDULE ON SHEET ,4)` 11 .TRENCH INSTALLATION __ _ VALID ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t OI HV WALK=OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER SCHEDULE#3, SHEEF 11 --- n-HV CEILING-INSTALLATION-- EX .-.._.._.. CONCRETE ANCHORS J__._.-...- 5 ---_ . �N:sA'axnm+ 1 (SEE SCHEDULE ON] d slm 1t) A__ SHEEP 15) / t/�'Ti i�T14TTAWD 1 "—ts¢s�minc- rr,, 1 EXISTING T ...J1,. ,EOC'WE.o6Y OR 1/4.O PaAugs COSHING_� EXISTING .ml� �m( CLASS--I VV FASIVi16 TAPPER+A'ai7G W/ CLASS CSS -i(str.solmw[d 9t(tT ttl : —� I y yygTld m I 1 3/1'Nt1 E1R�IF.Td,O 6' i I I qz. 0.GFCR LIP TO 6•-0'SPANAM�1 P t l I I 'I' 4-=FOR SGN6 LARGER THAN/a. 16•-0•UP TO(r-C'HALL APPLT—'SEALANT AT,E%lW FASTENER+FAD IdAlt. (TTP.)(SEE NOTE tt ON SEPT 11 �OR15 ♦ ptD.s/4"HE 3AB MAX. J WASHER HEAD CON,srA ANf._> �i ii14x3 4' FIE)(iIFAD_� 8T O 1?'O.C.p / h2D+3/4'SSNSTIX SCREw'.O 9'D.C. CONCRETE ANCHORS __ _ 6 7 a/rs yE14A3/4'5.0.5. i i I ,/^Jj, -U9NG t/4e-2D NuiS OR 1/4-0-20 S.S• M.S. . A 9'0.C.W/NU7 p 9.O.C. -(SFF.SCHEDULE ONL _ ,SHEET 14 ry - IPI •. :•• "c' pDSID1C NON STRUCTURAL ) 1'••••!�. z.oD'•IdIN.''-ti \ WNL TRW(DECORATIVE EDGf OF •• •.i E.D. 9LL) () SLAB.IF I \ )14x3/4'F.H.S.D.S. MIN. POURED CONCitE'IE --1 7 B' 17/ APPLICABLE_- Y .. - ` .. d 9'O.C. L :; REWIRED I / / / \-CONCRETE ANCHORS SEE N011 13(b) .j SET.NOTE 13(b) �•- 0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 _ POURED CONCRETE ON SHEET t " A•' ti f ,per-�--- ,-� OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK y REQUIRED REQUIRED KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED CK) HV WALL FLOOR INSTALLATION (L) HV WALL WALK=OVER. INSTALLATION IAA&SO.DESM 6P'R��?:ae`'n w+ CONCRETE RFOV RUIRED AI q HNGUARD INSTALLATION tTHIS INSTALLATION> BE NOTA FOR COMBINATION OF SECTIONS: t REMOVABLE WHEN ER SHALL * E D. =EDGE DISTANCE ♦ SFE IIMITATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUIiEfl (SEE SPECIFICATIONS ON SHEET 13) PD.I ENTRANCE TO AN OPERABLE F.%R OR ENTWNCE RIME ,A ON SHEET ,9 INSTALLATION DETAILS W/ n HV BLADE ASSEMBLY NSECTIONS E IN ANY WAY To SUIT ANY INSTALLATION. - FLORIDA BUDDING CODE.(Non High Velocity Hurricane Zone P j IZG '., - (Q1 2015 EASTERN METAL.SUPPLY,,INP.. ��. BERTHA HVTM �\CENSF r l O S S A Accoi-diot Shutter System TIL ECO i M c. . . . • FLV. MADE#1 W/OR.W/0 ALV.WINDOW aADE •/E: T American SII L�IIe� SystBm$ Ey, DESCRIPTION DATE DRAWN:B(: M.L. -O•• J TATE Of TINT TESTING & ENGINEERING COMPANY f�� Association, Inc. ( OLD 11-192 4/13/ts DAIS 4/13/16 cV.� Ta65 r..x,n.5E,71 153 1FN-:(305)135.r1 1!45ORDA ssl 4268 Westroads Drive -2- �� Prone:(3os)87+-1530.Fm:(3D5)87,=1a31 DRAWING NO mac( R � is Gn,woo e.� West PDIm 6eoch, FL 33407 3 •• N� ;` E13 0006719 15-085 AAASIUIV AL �'' WALTER A T1LLR Jr.P.F 4 FLORIDA U..B 44,67 AAr s SHEET P.E. SE�t791906'E/DATE 6 7 OF 20 SEE END ifALL CTION DETAILSON SHEETS 10 & 18 SFE NOTE'S ON LLK;KING Roos( Hv LOCKS®or 2® OUT IN INSTALLATIONS W/ 1 HV **ANO ALIFRNATE HV LOCK®ON 5tIEET 51 EkISiINC GLASS BADE SLACK DETAIL INF IS VALID FOR ALL BLADE W HV C E NTE R MATES CENTERMATES APPUCATIOV WITH OLADEQt ORE END.WAU CONNECTION 10•�5 ©•®° 1©<©:°" r—EXISTING GLASS DETAILS ON SHEETS10'& 18 - z'az'n7/87a0'-2-- - I -- ®'®°`-:O'O"1 9• s 1/4 T 6 1 /2• --- ---7- - - (6663-TO ALLOY)ALUM. 14 - OPPOSING SYMMETRYCAL i I ANGLE W/(2) 1/4•v TAPCON 1/2' as©' ANCHORS To CONCRETE I - CENTERMATES CENTERMATES (TOP/BOTTOM)h -_BI0:3/4'S.N.S. 12' M N (4)®tOd/2.'S.M-S.to TUBE i O.C.FULL LENGIR. - _ _ - ---- _ -- W/ H LOCK or 5 W/ HV LO— C.K _mor 2 INTO AT F1�CII ANGLE.(n'P)1 __ __ __ ____ __ __- _ _ _ __ _ SEE SCHlED l .N __._ _ ___—.--.. __ _ -._. _ __- _ __.__. .__ * _--___ * ... _ * _ ON-SHEET_1ij-___ 5 '/2 I _ � 3 ®�� L-. 2 '10 NV ( w®�©.07 °�®�to •Q3� 0 o ® . �UT HVG to �°1©� "'�•©� HVA HVB 6 , 7 8 ce1D• s°" - - .POURED CONCRETE OR © ® O O D O EXISTING GLASS CONCRETE BIOCK WALL ©•O•©M©• 70•®°: ip.®°R©.O�Q.©� �- REOU ED Fr?--- - - - --- ..---- iSBNC, 1'®"`1© ®°"®' w, SYMMETRICAL ——— IN �tO-©°"��� ® - •- SE —— ---- - - - ctwss * 1rw.SEPARATION 8 >e mQ9•©3 w 1®•t�5 \._ExlsnN CENTERMATES ��i ©,©m 1�•®a®.®oa To Goss 5 _�--- + _ -.- GLASS m -<�� * (SEE SCHEDULE OPTIOWLL (INTMIOR) ®'®0A O'©aR�• ON SHEEP 1 I) { MIN.SE�nON ®•® - a - 3 _.__ ©•®_.�---- TO GLA55 I N CC OP'BOTTAL (SEE SCHEDULE L - ON SHE11) (INTERIOR)- _- - _ - _.-.__.._._ 1 T OUT- - ----- .. --low— ET --... LC�HLIE _ ANGHDRS C. - ---` ----- --'—�.- * O.C. z ' � -� 0 ® -�* � _ VARIES i 03 i * / •Z - 0 OUT _ 6 1/2'MAX. SLACK — OUT (EXTERIOR) -HVE HvF** HVD FLORIDA BUILDING CODE(Non High Velocity NUrrit;Cne Zone `11111111111H11 hq� - ©m5 EASTERN META-SUPPLY,INC. :r.... '%, BERTHA HVTM P.• CENT% -� /ImA S S. Q Accordion Shutter System z ECO N C. . . . . {{7/MME#1 W/OR W/O H.V.N9NX1W BLADE *j ��, 1�'T'•*o TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV, DESCRIPTION DATE- DRAMN_Dr. M.L. o'• ST E OF �� N.Y.JGN.51.,Sla BS,NRRgI CN flON'+,FLORA JS7 Association, Inc. t OLD 11-192 4/13/15 DATE: 4%13/15 4268 Westroads Drive z �-, ""'49 ft-:(305)B71-1530.Fa::(305)871-1531 DRAWING NO per. F�aHtpP,.��` a-1a6:611a:oiYaol.aam West Palm Beach, FL 33407 3 tJ-C+85 i EB-0006710 - , WAALL Ro A. LL!ails . 5 SHEET. IDA P-011 Svu,L�A�vnirrrtF/DATF. 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK . 0 HV MALE/FEMALE ".T'.' LOCKS CENTERMATES �. 91 & LOCKERS 222 Wf n HV BLADE _* SEE END CONHEanON DETAILS ON SHEETS 10 A 1e INSTALLATION In HV. BLADE OUT IN /T�F]£TRC a Ess evp nEsTAC DETAIL F,HurwTEo oy slrcETT a W/. HD CENTERMATES AS WM AS 11104 RSAL nMUNG BLADE®DETAIL MOO-Nw. -. ®w®w©•Op.L/w�•®�' INDIrA ED ON INIS-SHEET.WY BE USED WTH TIES ALTERNATEEND WALL oDNNECnON--- 10 INSTALLATION DETALL ING SH WN IN 7105'_DIf:ET. r+`•®�®'-0��'©A. _ - _ -_ _ --- _ _ ., - - DETAILS ON SHEETS 10 & 18 -- -- -2-.ro/aw-a@'-�a0'®��'�_ (COW-T6 AUOQ AUY.- - - - - :. ---- -- - -- - - ----- ---- ----- -- -- - - -- - ---- - ----- -- - ---- - -- -- - - -- - - - - 35*. _ _ a) IMSIGRS la @ICmlc • - =/!r 1 - - OPIIONN.) 4 - - ( (o�nariW - P)/+on/z•Osu (T'P) i 2210.3/4-Sua.o l2- - ---- '----- ---- - 3 _ - ._[ R FAC H AVt3F_ O.O.IML a31aN. ,K " IN (�)xV. - -IN-- (4)H.V. 30 HV T" --AAAA. PINS(TYP.) 7 3/4. toss(TTPJ a (s¢x7snu� LOCK (INSIDE) `O :y s/e' -- - a,s 1 -- - ^b/E_I_Ii,/•'I s/ir 29 $ o- 28 �'" —@ OUT 31 OR 32 0 1 33 31 oR 32 31 oR 31 oR 2 J s 35*. -- 2 1/4" 0-20 x 1 1/2" S.S.M.S. - 35 (w1L xAE) * SE' 1101E 6 fbfl!N LOp(® # © W/ 7/8"0 x 3/32'• WINGNUT. (OPTIONAL)HDR-HVB OUT HDC-HVC r LOCK.ON SHEET 5. aMME(RICAL HO CENTERMATES HV "T" LOCK (OUTSIDE) 26 SYNTRI AL H C NTERMATES u �E�s W/6` ! LOCK (EXTERI4.B) W/�SQ? LQCK (INTERIOR) t SORES 944 AUIWMM HVG* (22074-13 AILOt)LARGE FLANGE THIN m®°�©•OHO 10•®® SHEET NUTSLRT,PART 1 UC70. 10•®a®• ©•©°• AS 1UNUFACTIIRW NY AVOEL OCC TEMORN.PARSIPPCNY NEW JERSEY / ©•O] •©oI©•O•®a 07091 OR EOWJ_ - ----- - --� F sac Hrl r:N EGaaA:soraB s lm®Lose oN;.¢r 5 YNR I N Au ItamW.wn�s nnwwno s w x WADE O HDD—HVDt� FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone Tit"' (p 2015 EASTERN METAL 5UPr-LY; INC. - ��Q BERTHA HVTM Accordion Shutter Sy stemIL �6-,N. A S SAtv. aa�E/1 w/OR v/o Hv vNoov 6.40E = �j/ 'ke American Shutter SystemsncsOlaanaN DATE oluwN:n: u.� TILLIT TESTING & ENGINEERING COMPANY o'• TATE OF r Association, Inc. I OLD 11-192 4/13/15 OAIE 4/13/15 _(V 6355 N.W.3&.SL,Sla.305,WIS M GARDENS.ROMA 3316 4268 Westroads Drive z ' - Pno-:(305)871-1530.FO,:(305)B71-1571 DRAWING No -rDOL•4221«4BaaWest Palm Beach, FL 33407 3 15-085 LNGNo ONAL • Wx1IIt ALUf19r.P.E. ''/AAE n a" FLORIDA UT.8 4167 5 SHEET P.E. Sx, �`efVTURE/DATE 6 9 OF 20 ---.-------T— _POURED CONCRETE _POURED CONCRETE POURED CONCRETE.OR / --POURED CONCRETE OE / / OR CONCRETE _--_.J _ OR CONCRETE OR CK WAL TE CONCRETE BLOCK WALL DLOCK WALL REOUBREU BLOCK WALL REWIRED REQUIRED BLOCK WALL REOVIRED ''E%tsnNG GLASSEXISTING GLASSCONCRETE ANCHOREXISTING GL SS NG GIfSS O 16'O.C. _ TMM.SEPARATION `TO QA55(SEEIAM SEPARATION ICM SEPARATION MN.S(PARVION SOEFDIRE CPI SHEET TO 0fA55(gE �SHEET EOTO(AASS(SEE 11 FOR BLADE 0AND TO GLA$5(SEE SCHUALE ON g9ET 1/16"x3"MAX. ON SFfE'T 19 FOR 1SCHEDULE 1 I1 FOR BJOEOAND (6063-T6)CONT. 0,MxS0&® oN STREET 19 FOR I ' 11 FOR BlADEC)AND ON SHEET 19 FOR ALUM. CLOSER (LOCATE AT� - ESADFSm&® PLAT 1/2'-:-- - \ ; \ B �O&� HAD6�SHM&® EmIFR SIOC AT EITHER SIDE MIN. 4 - - 1 -- - OF Q) - - - _ - .� (D) If _ - - __ {.USE 1'OR 2"MAX. - 1/2' / _ '- T— 810X1/2"S.M.S. I -----_/ (AS APPUCABLE)x2•xt/B•KO'-2• --- #10x1/2'S.V.S. _—_—_—� ® 16'O.C. 1/ ALUMINUM CUP ANGLE 1 ®-16"O.C.. t� ` (6063-T6 ALLOY)AT MIDHEIGHT- _ _ _ 10x1/2'_5. .S.TO©& _ I h/�, / (2)1/4'0 TAPCONS ANCHORS TO / I v SEE DETAIL % FUR WALL AT 9'O.C. (LOCATE AT � SIDE CONNECTION 1 OR ® EITHrR SIDE OF 4Q) 1 OR V OR ® SEE DETAIL X rOR (OR TO TRACKS _ SIDE-CONNECTION - _ _ _ _ 012.0.8 •®� SEF. DETAIL X FO d®a 6 7 q.8' 10•®•• TO TRACKS T o,®�©,0'B 10•®m IUa -SIDE CONNECTION 10•®°"©•�©•©°, /- 10.646• ©•©o ®'©•�©•®�' TO TRACKS BO•®^® ®� ®�®® ET a©® END CONNECTION DAIL 3 SND CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL Q _4 REQUIRED ONLY FOR SPANS GREATER THAN 121-0' POURED CONCRETE OR EXISTING z CONCRETE BLOCK WALL /— _ 4 DOSTING GLASS / GLASS REQUIRED MIM SEPARATION �1 1/2'S.M. -• ..-------- f/\------_-- TO OASS(gL B 16" .C. MIN.SEPARATION Y D a'D------� ------ 5CHDIJ E ON SIM - TO AS5(SEE OR®OR�OR C1 II FOR MADE MWD CONCRETE 1/7',MIN. SCHEDULE ON SFIBiI _ _____ - _ ._ OR1 OR 9 0R 1 _.__I N SHF m&FOR ANCHOR.9 ____�.�_ I I FOR BLADE OANO SHE CONCRET;IIIN, ' -_ 12.O.C. ON SHEET 9 FOR S HADfS(D&® OR� ANCHOI �0 1 O.C1 2•AIN. -.-1 r --_- .'j lyt _L' - -_ ��OR®OR�OR 2' 2'NI/ _ ♦ SEE LIMITATIONS OF USE FOR VIEW Y 5 BLADE(DON SHEET 19 OR 1 3 OR�OR�OR� 1Q OR & . PLAN DETAIL X LPOURED CONCRETE OR �0R ®� \\\ m®u©O�® +D ®a - 1q® 'D END INSTALLATION REQUIRED LTE BLOCK WALL �,D•®�p.p�p•p� O• ®°" n HV BLADE OR tl HV WINDOW BLADE INTO RF.OUIRED �_©•Q7 •©a 6 U7U7 ®.map.®o,p.®„ ® ®�®•©ate•® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL5Q O•®-®•@-@-@-" END CONNECTION DETAILFLORIDA BUILDING CODE: Non High Velocity. Hurricane Zone 0�9,A-r��I !,f,' ®2015 EASTERN METAL SUPPLY.INC. �r �CENI BERTHA HV>,I Accordion Shutter System A■S■S■A■ H.V.BLADE#1 W/CR W/0 ETV. WN WN BLADE American Shutter Systems ZEV.N DESCRIPTION DATE DRAWN HY. ML • TIWT TESTING & ENGINEERING COMPANY - STATE OF r Q` 6355 NH.3M.%.Sts.3D5.VOMM GumTxs.F1LJSIA JJI Association, Inc. 1 OLD 11-192 4/13/is DATE: 4/13/15 �'• Plane:(305)871-1530.Fax (305)871-1531 4268 Westroails Driva 2 DRAWING No ,e'•., .ORID \ e-i;1nleee4wa.<„m West Palm Beach. FL 3340! 3 p /'�7j/CsS/O.N AL ` WALIER A WT19r.P.E a S�UpS SAF 1"` FLORUA Ue.0 44167 5 SHEET P.E. ft@}a9fC111ANRE/DATE 6 t0 OF 20 SCHEDULE #I SCHEDULE #2HEDULE # MAXIMUM SHUTTER SPAN'` "L+" OR "L=" MAXIMUM SHUTTER SPAN* "L+" VIAXIMUM SHUTTER SPAN*'L+" 1NsrALunoN LEGEND ' OT (ft.). FOR INSTALLATIONS W/ OR 'L (ft.) FOR OR "L-" (ft.) INSTALLATIONS CENTFf�TES.� &®or or INSTALLATIONS W/ S IY CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ,® or or or & & W/ ONE HV LOCKS 1%AtiSORI' POSITIVE A.S.D. DESIGN PRESSURE RATING. IID LOCK ®AV/ NO LOCKING RODS or ONE HV LOCK or®Or® OR W NO LOCKING L-: MAX.ALLOWABLE 5?Ata FOR A'CIVEN NEGATIVE CEN, & W/ ONE HV "T W/ NO LOCKING RODS / WALL A. B, C, D, E. M, N, 0, P, 0, A.S.D.DESIGN PRESSURE RATING. ® ® ODS MOUNTING F, K & L - 'R, S; & V. LOCK® W/RYO LOCKING RODS ® TOP & (SEE NOTES t,jt) (VALID FOR MOUNTING H (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.tf - SHEEr 7)_ ROOR/CEILING C. H, I, Il, J T. U. W & X WALL MCUNIINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&.WOOD INSTALLATIONS 6 CONCRETE.&WOOD MItuL. CONCRETE MOUNTING & M &SD�Dtsa A-".DDEW, I N AS.D Otsr+, INSTAJ-ATIONS � GIVEN A POSITIVE MSP DESIGN PRESSURE RATING, PRFSsItt WALL.MUUHTING fLOOR/CEILING PR S'URE WALL MO NO PFMESS RE DETERMINE MAXIMUM SPAN L+�FROM SCHEDULE. - wvwo - --pATMO--- &- - m7VC FLOOR/CEIUNO_NOUNnNG_ _ _GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, toe 1.) MOUNTING (p.e.l,) FLOOR/CDIING MOUNTING (a 0 OR - _ (+OR_) (.OR_) _ _ __ (.XRt-) FLOOR ALL MoUNm:c �t DETERtAINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L 4 (8) L-(It) L 4 (a)_ l-(ft) L, (ft) IC:N'W L t (ft) L-(0) O MAXIMUM SHUTTER SPAN L+'OR "L-'FOR 30 OR'LES I6'-O' 16'-0• 16'-0' i6'-0' 30 16'-U' 16'-0' SU 16'-0' 16'-0• INSTALLATIONS INTO WOOD SHALL 9E UMREU TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE .._....— _ 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETFRMINm SPAN BETWEEN L+'AND "L-'- 35 14'-10' 14'-IO' 15'-2• 16'-O 35 14'-10• -14'=1 D• -35 15'-2" -16'-10'. -- --- - 40 13'=10'- .13'-10" 14'-2" 15'- 2" __ 90 _13'-10' 13'-10" 40 14'-2' 15'-Z' - (3) PROCEDURE 1'0 DETERMINE MAXIMUM SPAN FOR-- - h5 13'-4' 14'-3' _ 45 _13'-1•_ _13'-1" 45 13'-4' 14'-J' _ t HV CORNER CENTERMATE)?3 MAY OE USED AT ALL COMBINATIONS IN BEIWEEN.WALL MOUNTINGS _ 50 12'-5" 12'-5" 12'-8'- (3'-7• 50 12'-5• 12'-5" 50 _ 1Z'-3' _ 13'-1•_ MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CF MOUNTItI('S: 55 1V-10" 11'-10" 12'-I- 12'-11' _ 55 _ _11'-7(1• 11'-10' 55 I1'=1' I1'-ti• SH BE AS INDICATED Oil MANDATORY CONDITION �2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE -80 -- 11'-4• _11'-4' 11'-7' 1T-4'_- _. 60 11'-4' 11'-4'- 60 10'-2' 10'-1I• - NOTE Q5.-SHEET S. - - RATING:_ - _ ___ .__ -. ._._.-_ -- - _ - .. DETERMINE: 65 10�-10' 10'-10' 11-1 11'-71' GS 10'-10" 10•-10" 65 9'-5• 10'-I' - Lt+=MAX- SPAN FOR WALL MOUNTING INSTALLATIONS. 70 1(1`-6" 6:Id'-6' 10'-9' 7' I -S'. .70 10'-6' 10'- 70 8'-9' 9-4' - L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING ._.-._... _- -6* -� 75 10'=1'. I0'-1" 10'-4" 11'-1' 75- 10'-I" 10'-1' ..75 - e•-9' tt'EXCEPT THAT MAXIMUM SHUTTER SPAN L+"OR INSTALLATIONS. _ 80 __ 9'-I0• e'-i0' 10'-0' 10'-9• T80 _-9'-IT 9'-10_• •L-'AND MAXIMUM&S.D.OESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE ASA. DESIGN PRESSURE. 85 9'-6' 9'-6' 9'-9• 10'-5• 85 9--6' 9'_g- INSTALLATIONS INib CONCRETE OR CONCRETE DLOCJX RATING: - -- SHALL BE UMITED AS FOLLOWS: g0 _ 9'-3• 9'-3" 9'-5• 10'-1• 90-- 9'_3• g'_3'-- DETERMINE: 95 g'_Q' e'-9• I- CONNECTION 9'-2' 9'=1D'. 95 9'-0' d'-9 S TO KEYSTONE MOUNTING L,-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _100 _B=9' 8'-4• LIMITED TO +64,-72 P.s.f. AND 8'-0' SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILINGMOUNTING_ d'-4' 9'-0• 9'-7" 100 8'-9• M _ MOUNTING ON SHEET 7. INSTALLATIONS. 105 B'-7• 7--117 8--9' W-4• 105 8'-7 10 8'-4-- %'-7" 8'-7• 9•-P" -)10 8'-4" T-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE =1 i5 8•-2-__7'-3" 8'--4' 8'-11' 115 e'-2=___7'-3' SEPARATION TO GLASS- SCHEDULE MINIMUM BETWEEN L,+, LZF, u- M+0 Lz- 120 -11" .8'-2" 8'-9• 120 W-0' W-11' (4)GO TO ANCHOR SCHEDULE WITH nNM. MAXIMUM _ 125 6'.,$-- -•8'-0' 5-5• 125 T-10• 6'-8"- ALLOWABLE.SPAN AND NEGATIVE A.S.D. DESIGN 730_ T•-8' '6'-5' T-10" A'-1' IS_0 _ 6'-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR T_e' 135 7'-7- 6'--2• T-9" T-9• 135 T 7'-T--- MINIMUM SPACING. I 140 r-s s'-,i i•-7• T-6• 140 7-5 _s=,—,= ASTM E-1996 SEPARATION 1M15 -_ 7'-3' 5--9" 7--5" 7'-3" 145 7'-3° 'W-9. TO GLASS 7:-2:'- 5'-7' 7'--4' 7'-D" 150 ..7'-2. -.-5.-7. - .___.-...__.._...__._.-__ _r, _ 155 '7'-O" 5'--5" T-2" 6'-9• 155 %•-0' �-5•. I THRU 3 1" -_-160 6'-77' 5'-2' -T-1" 6--7• 160 6•-I1" 5'-2• _ 1_65 6'-10' S'-1' /' U• - 6'-4' 165 C--td 5•-1 170 fi'-9' 4'-I1• 8'-11' 6•-2•� 170 _—__. .. .-..... ...__.._- __- 175 6'-7' 4'-9" 8'-9• 8'-0• 175 6'--7' --;80 6'-6" 4'-8• 6'-8" 5'-10" 180 _ 6'-6" 4'_B• 1 H V BLADE ....185 6'-5• _4'-6- .6--7_ ....,-8. 185 V-5. 4•-6. _ 190 6'-4' 4'--5' 8'-8' S'-6• 190 6'-4" 4'-5' _ 195__ 6'-_3' _4'-3' 6'-5' ;_ 95 _ 195 6'-.3' 4--3' 200 G'-2" 4'-2" 6'-4• 5'-3' 200 6'-2' 4'-2'-- zos s=, 4=1= a=3• -1• 205 6•-1- 4-1 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone (D 2015 EASTERN METAL SUPPLY, INC. A`LA,17,11111t1,,,,,,/, BERTHA'HV IM A S S p Accordion Shutter System �- -•� I L .ECO 1 N C. . . . . H V.BADE#, W/OR W/0 H V.NINDUN BADE r v' American Shutter Systems EV_ OESCR"ON DATE Di BY:LkW. G. TILLIT TESTING & ENGINEERING COMPANY ASSOCIatiOri, Inc. 7 OLD 11-192 4/73/t5 MTF:. 4/13/15 * 4315 NW.341h,SL.St,305,VIR(4YIA GRDENS.!TOREN 331 4268 Nleslrobds Drive -2 $ SIAM pfi-:(sos)e7t-1530.Fm:(305)e71-1531 DRAWING No w� e-Ra4:tilt-o ee. West POtm Beach, FL 33407 3 W;,-•.ALORIOP,•'�a wnE a 000iui19ir.P.c 4 15-085.. 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'1 1 1 1 I;1 1 1 1 1 1 1 � � r m wjwjw mjm mIm .m o, ;qlm a w'q Iw miq lq 'wlm n.Iw wiq mIw I j I�I I.�1 1 1 1 1 1 I l i l l l I l I l l j l it I I I I I I 0 ,Y BHN N'NN -I-= NN i l l!i 1 1 1 1 1 3rV�qOOz;OOmmN Omw;I Omg O^mm II^OmqO IN�mqOI0w 0Nw s0mwNO I;0wYsm I0mNms^0mm_mmN_jI;I N0mq�.,'N_mw N0mq-,1N�0mm_�2 �0N^.II10w0I�n 01sq11 j�0�mxl0n�N.�.Omm^xm'OYa2r iIIjmN_zrI Om�ar. hI �-1 111 II.NzI �=I1II Ii I,I1 NrII1I I^I1II nI1II I11I sI1IIIl!SIl��lII1I i�s11Ij.V zt s1I111 Ii 10 I O O O O O O a 0 �I1sI1I11 I I I I I I I 1 jrl � jn �O jh j0 CI C N M iN io I, I MAXIMUM ANCHOR* SPACING-(in.) SCHEDULE FOR"A GNEN'MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &,%D DESIGN NEGATIVE PRESSURE RATING AND A.CORRFSPONDING MOUNNNG TYPE FOR'CONCRETE OR CONCRETE BLOC(IRMIUA.TIONS (SII MOUNTINGS 4 C,&H ON SHEETS 6&7) 1.ANCHORS TO,SUBSTRATE SHALL BE AS FOLLOWS: FOURIED COI R EIVOONOWE BLOCK .. POURED cwK ETE .. .. (/) TO EXISTING POURED CONCRETE(Min.rc-3 k0f) MAXIMUM QE WALL StLL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDEOL(W..f•c=3 k.1 SPAN ANCHORS SPACING f.EGf740 - 1/4.0 x 3/4'ALL POINTS SOLID-sEr ANCHORS,As DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECA.TY COMPANY.(1410.1'c=3 k-i) (R) kw usim MTAM 1wan RAM RHOL T¢GA1NE BiESIFE PAtB1G DESIM RGUNE P13SSLK RMW - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,WC_(Min.Pc_2 ksQ TAPCON OR 3D. 40 60 75 90 1120116012D5 205'30 40: 60 75 90 120 160 205 30''40 6D. 75 90 120 160 205 - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL Po0415 SCREW,BOLT&SPECW.TY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASS ON.INC .14 2 10 9 B 0 8 & 14 12. 10 9 8 e 6 6 14 12. 10. 9 a 8 8 8 THREADFORM TECHNOLOGY - 3'-0' 14 12 .10 a 8 e 6 6 14 12 1D .8 8 8 8 6 14 12 10 "9' 8 B 6 6 (Miri.rc.a 3 kfii) ALL POINTS SOL10-SET OR LESS 14: 12 10 9 8 B 6 5 14 12. 10 .9 8 8 6 tl 14 12 10 9 B 8 6 5 BLUE TAP W/CPP NOTES: _ 14 12 10. 9 B e 8 7 14 12 10 9- 8 8 6 6 14 12 ,0 9 8 B e 6 - A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHO{LS AND TAPPER+ 14 12 10 9 B. 7 55 &5114 12 TO 9 B. .9 6 ,6 14 12 10 9 8 8. .6 5TAPPER+ ANCHORS IS 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 4'-0- 14 12 10 9 8 8 G. 6 f4 12 f0 9 6 B 6 6 14 12 10 9 e e 6 55 -- - 14- 12 to- 9 B--B--e- 4 14- 12 10 9 8 0 -6 45 1a 12-90 B B -6 4 3s - _ -.-_ .0.2)MINIMUM-EMBEDMENT-OF-1/4'0 x 3/d•ALL POINTS-SOLID-SEL--ANCHORS SHALL BE 7/8'8770 THE POURED CONCRETE.NO.F318EDMEM 14 12 10 9 8 8- S 4.5 14 12 10 8 6 e 8 5.5 14 12 10 9 8 8 0 45 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND f4 12 10 9 75 3.3 J.S - 11 12 10 9 e 6 9 B 14 12 10 9 0 7 55 a •9EE Ilu�fAT.a6 OF VSE POR 1'MI141MUM FOR WAILS WITH NO STUCCO. 5'-O- I?_ 12 10 9 e e 6 6 14 12 10 9 E 8 B 55 14 12 10 9 e B B 45 BLADE I ON SHfFT 14 12 10 Y 8 7 4 14 12, lo. B 8 BS 5' 1.5 14 12 t0 if-85 5 3.5 3 A3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, _ -- -- --- - -- '14 12 10:_9 -e'75 45 - 14 12 '10 9.:8 9-:-6-45 14- 12 -10 9 8 .6 4.5 X75=---------_-- -- - =-------ANCHORS-SWILL;BE-LONG ENOUGH-TO,REM}{-THE MAIN STMUCTURE BEHIND-SAID WALL-FINGIIES._ANCHORAGE'SHALL-BE_AS INDICATED.ON 14 12 9.5 7s 65 4.5 - It 12 10 9 '8 7.5 5S _4' 14 12. 70 9 tl 8 45 35 NOTES AT)&A2),ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR wmiovr METAL STUDS CONSULT THIS ENGINEER.FON --- 14 12 10 9 6 8 6 - 14 12 f0 9 8 8 6" 5 14 12 10 9 8 65 '5 J5 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 6'-0- 14 12 10 8 75 55 J 14 12 f0 BS 7� A 1 3. 14 12 8 6.5 SS 4 3 - 14-12 10 9 . 0 - - 14 12 10 9 6 55 5 . 14 12 10 fly B S 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) l4 12 6 BS SS 3 - _ 14 12 10 '9 6 65 4,5 -7 14 72 10 8 7 5 3.5 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED TLRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDIDL. -- -- - _ 14'T2-'10'-9--8 7 S 4- /4-12- 10 9-75 SS -4--Y ------- - - 1/4.0.x•3/4•ALL POINTS -SET ANCHORS,AS-DISTRIBUTED BY ALL POINTS_SCREW.BOLT'&SPECALTY COMPANY. _ fa 12 10 9--8 -8- - -- - %'-0' . - - - --- -- -- "- - 1/4 BLUE TAP CONCRETE ANCHORS W/CM AS MANUFACT KO BY FLORIDA FASTENERS DIRECT,INC. - 14 12 10 B BS 4 - - 14 12 9 2.6 5 4.5 4 - 14 10.5 7 35 4.5 1.5 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POLNIS.SCREW.BOLT&SPECIALTY ,4 11 7 55 4.5.65 7 A - - 14 14 1 122 l0 9 75 5.5 4 14 12 9 7 4S 3 COMPANY OR ANY OT.ER APPROVED LICENSED OR AUTI{ORIZZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 - _ - 10 9 7,5 53. 4' '- 14 12 9 7 6 B 4'5 , 8.-0- 14 12 10 9 A 6.5 - - 14 12f0 9 '8.. '6 '4' - I4 12 10 8 65 5 3.9 NOTES: 14 12 18.5 7 5.5:3 - 14 12 8 65 55 -4 :3 - 2S 85 6 5 4 3 - B.1)MINIMUM EMBEDMENT IMO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 7S 6 - - 14 12 95 8 US 5 - 14 12 8' 6' 65 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1•. 1J 9' 6.5 5 15 - 14 12 10: 8 65 5 14 12. B BS 5 4 14 12' 10 9 8 - - - 1a' 12 10 9 75 45 - - 14 12 85 7 55 4 - - B.2)MWIMUM.EMBEOMEKT OF 1/4'0 x 3/4'.AL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE.CONCRETE BLOCK.NO 14 115 1. 8 11 - - - -- 11 7 5S 3 33 - - 11 8 55 15 ]5 - - - -20 S S MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO _._ 11.._-._ _- _.- .- 14 Ti __-.. .__.__. _ ..- __ ._.._ - _ _ ETdBEDMINf INTO STUCCO SNAIL BE PERMITTED. 1/4'0 .. t4 12 8 65 4.5 - 14 12 0.5 7 95 4 - - 14 105 7 SS 6 4.S - - EXIST.AND 1-MINIMUM FOR WALLS WITH NO STUCCO. 115 85 55 4 1 14 12 9 7 :6 15 - 14 /1 7 A. 45 15 - 14 12 70 9 g- - [7 - 14 12 10 8'6.5 5 -' - 14 12 8 6 5_ 4_ _'_-'_ B.3) IN GSE TINT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'_p` iJ 5 4 S - - 4 3 --� - ANCHORS SHALL EE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SAID WALL FINISHES.NICHORAGE SFIA1L BE AS INDICATED ON 14 f1' 7.S 5.5 14115 9' 25 95 6' 5 4 4 NOTES 'LN A 8.2)ABOVE.FOR WITHINSTALLATIONS ON VINYL SIDING OR f]f5 WITH OR WRHOUT KETAL STUDS CONSULT TITS ENGINEER. 05-8_ 5 _ = 14, 12 8: BS 5s 4 _ - 13 10 6.5 '9 4 3FOR INSFALLATON INTO EF5 WITH MEIN,SNOB SEE SHEET 20. /1 72 10 - = 14 12 '9- 7 fi 4A - - t4' I0.9 7 5 4_.5 _35 _ __-0-775 9.5 5 - 12' 9 6 a5 i s __ 9 7 45 ]S 3 (C) ANCHORS 514t1.L BE WSTALLED FOLLOWAL�AL OE THE RECOMMEND4TON5 AND SFEdFlUTONS OF TIG ANCHOR'S MANUFACTURER.14 10 7 - - 14 105 SS 4S - - - is 8s 55 4.5 -75 - - 4 7 45 - 11 1755 6 5 - - 12 9 6 4.9 4 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FUR ANCHORS.12'-0' 14 12 85 55 - - - 1J ,D rs 5 4 - EDGE DISTANCE VERSUS SPACIN1.5 85 4.5 - - - - 11 9 4 Js - - - e _6 4 J _ - - - MAXIMUM ANCHOR SPACINGS ARE VALID.FOR EDGE DISTANCES INDICATED BELOW.FOR E D.IFSS THAN THE INDICATED,REDUCE MdLOR SPACING J.5 9.5 6 13 9S5 5 4 05 9 5 4 BY MULTIPLYING SPACING SHOWN ON SdODULE BY THE FOLLOWING FACTORS. -5 - _ 14 10.5 ' 5.5 45 11' L 35 45 35 - REDUCED SPACING-OUTAINED USING FACTOR-SHALL NOT.BE.LESS 1HAN MINIMUM SPACING INDICATED FOR FAD{ANCHOR TYPE... 13'-0''11 12- - - - 14 t155- ¢ 5 - u 9 a i5i = - FACTOR09 e - - - - 10 75 4 3 - - - 7.5 55 4 3 - - - - ACTUAL85 - - - - -..1z. s' 4:3 4 - 9.5 7 5 a - - - EDGE TAPCON All POINT SOLID SET GLUE TAP W/CAP TAPCON WRH ATn/AN TAPPER+a 6 - - - - - 13 955 s - - - - os 7-5 5 4 - - - - 1 HV BLADE Og OICTANCE THREADFORM TECHNOLOGY .. MIN.SPAdNG 14-0' I4 12 - - = 14 105 7 5S - - - 11 85 S.5 ED. MIN.SPACING=3' MIN.SPACING •-3' MIN..SPACING 3 1/2' MIN.SPACING=-3- 3 3/4- 4- To 7.5 - - - - - - 0 7 4.5 15 - - - - 7 5 35 3 - - - HV B D W POURED CONCRETE& i&IraO CCNM.TE CONDRETE ELOCk POURED CONCRETE& POURED CONCRETE&rU EFED OXRETE fDII�IE BE= 1 V WI DOW CONCRETE BLOCK CONCRETE FAocK CONCRETE.LACK 1.5 8 = 11 175- 45 - - - 0- 65 451 - - _ - = MN EO•Y Mti F�+3 I/Y IBL.ED.- 1/2• LSH F_D.•3 I MX M.S. IQi ED. I/2•TEN ED.-2 1/Y 7.5 _ ._ _ _ _ _ _ 12 _ _ - - _ 95 7 45 - - - - -- 94 = - - - - - JS - - - - - OS a s�-_--_ _--_- BLADE WORKING 3' I•o 0.90_ _ 1.0 0.78 - ,.o 0.84 1.0 15-0' 9 T - 3. - - - 65 5 3 .- - - 2-1/2:_ _._... ___ 051_____..1.0-___.-__.____ ____ __.___ 0.67 _ 1.0_ 8. ,o.._.. .. OS __- _..__ =.'B.5_8. 4 _ _ - - 2. - _ 0.71 _ .._ - _ _ IN UNISO ♦ - 7 - - - - 1.5 - - - - B 6s 45 - - - - - 1 3/4' --- _ - -0.91 - -- - - ,0.4J la - - - - - 2s - - - - 10 75 5 - - - - - 16•-0- e _ _ _ _ _ _ _ 8 45 3 1 1 2' 0.35 .. - __ _ __...__ _.-..__.. _...__ -..0:35 - _. 9.5 _ _ _ .8 .6. .4. _ .___-- - - FLORIDA BUILDING CODE(Non High Velocity. Hurricane Zone `��S��S`p,.TIC(/�✓ij�� Q 2015 EA51172N METAL SUPPLY,INC. �.. 9 BERTHA HVTM �ENSF A.S.S.A. _ Accordion Shutter System t, 1 L E co N C. IHV.BADE#1 W/OR W/O FEV. WINDOW BLADE .. Americon ShuHer Systems FY.N DESCRIPTION DAT- ornwa eY:wl._- Ir= TILUT TESTING & ENGINEERING COMPANY = STATE OF JL4,, Association, Inc. 1OLE) 11-192 +/1J/1s DATE: 4 /15 675s N...Js( 5)51..153 YwF..:(305)871-1531 305) 1-153 3JI 4268 Wes(roods Drive 2 I'hcne (Jos)an-15JO.Fox:(305)971-1531 .-_ --- DRAWING No a-mcg:GteerooDol- West PDILT Beach. 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EACH SECTION ON SKELTS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N-U.S.) ENCEPMN:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/6-0.36(ND.S.) 2 ANCHORS 70 HOLLOW CEILING SMALL DE AS PER LgUNIiNC TYPE U.511[17 17 AND SHALL CONSIST OF -MIN. 1/2'COX PLYWOOD(1485 APA) IAD SCREWS AS PER NDS 2012 SPECECAT1ONS. 4.ANCHORS SMALL BE.INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECITCARONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM ���•'T'��t"•�-�, A S S A. Accordion Shutter System H.v. MADE#T iv/at W/O KV.WINDOW aaoE �`Q':'• ��-•. % - American Shutter Systems EV.'N DESCRIPNON DATE' DRAWN BY: M.L TILUT TESTING & ENGINEERING COMPANY A1n 44167 Z 4355 NW.36o'.Sc,W.300,w:cm1A GANDLiNS,FLONa 337 Association, Inc. - 1 OLD 11-192 4/13/15'DATE- 4/13/15 Piano:(305)871-1530.F..:(30.5)871-1531 4268 Westmads Drive 2 DRAWING No • C 0-17411;tilt-0401-M West Palm Beach, FL 33407 3 Of :1rEB-0006719 15- � �SpTATE .�` WALTER A.TIUD 3r.P.E 4 f�j F-A nDRIOA L4. 44167 5 SFIEEi INSTALLATION. DETAILS .:ON'. EXISTING WOOD BUILDINGS FOR n HV HV.+ BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL -WALL FINISH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN .& I� --1/4'0 TAPCON ORA.S.D. DESIGN. PRESSURE fOR ISA LAD 1 .& A WORKING- N UNISON TAPCON WITH ADVANCED - THREADFORM TECHNOLOGY - 1/4'0 TAKEN OR W/ 1 1/27 Min.PENETRATION �� - _TAPCON WITH ADVANCED THREADFORM TECHNOLOGY :OF THREADED AREA TO W/1 1/2'Min.PENETRATION OF:THREADED AREA TO EXISTINGSEpy,AT2)N EXISTING,WOOD HEADER. WOOD HEADER(SEE SCHEDULE ON SHEET 15) Tp nns( Q OR \ (SEE SCHEDULE ON SHEET 15) 1/4'0-2OaJ/4'SS.MACHINE 1 S YY,F ON SHEET SCREWS w / -20 NUTS 1 FOR -- 'Min. ® 12'D.C. ' $ ON Lg1�&�9)� i 4 ACES E1DmNc 'I ' w 2• ( 1 - III .�. i r-N - J / / OR 1$ FINISH I N WALL I• Ly - LJ� EXISTING MIN. ; FINISHIHy{11 1 --N _ -Q OR 20X4" x47 WOOD 1 DR ♦ ✓- ' IXIS'TNG MIN. vI - - - HEADER-REQUIRED -D_ _ _ l 2'x4.'WOOD -1 t` l" 1 j^0 TAPCON OR TAPCON WITH ADVANCED -_- -_-- ---- - 1 -- 1-172- HEADER REOUIHEU -- - --- - -- -- I •1 t11C- THP.FADFOFM TECHNOCOGY-W/1-172.-- E%ImNG 1 MNL SEPARATION I I ) I 11 Ili - 61ir- PENCfRATION OF 1HREAI:CD AREA 10 GLASS -T -TO GLASS(4L 9 I I X1111 L)uSnNG WOOD HEADER. I-__--SCHF41E ON 9 ET---- IXISTWG (—---SEE SCHEOULE'DONTSIR`EEfSI t) (SEE SCHEDULE OY SHEET 15) 11 FOR BADE(DASD 1 ON SFEE 19'fCR GLASS--' I I I 1_1_. .2'xG'CONT.SILL I BlPI1F5 o h f') - r - _-__-. ._.__ --.-..--.___ _ . _ PLATE REO'D. ( HV WALL HEADER INSTALLATION OO HV:WALL ILL INSTALLATION OHV WALL HEADER INSTALLATION r— =--- I I _-MIN.SF3'AMTIUN TO CLASS _ 1 EXIST! `— _ MIN.SEPARATION TO GLASS 1 (SEE SCHEDULE DN SHEET 11) I O GLASS- I ll IX1mN0 3_--(SEC SCHLDULE ON SHEET 11)-. xC� E%ISi1NG —_ 2•x4•CANNT�-,-tt MW.SEPARATION-TO GLASS I I �D G GLASS— 2 WOOD PLATE((SEE SCHEDULE ON SHEET 11) ,�I. 1/4'0:20x3/4'S.S. v REO'D. �1] t MACN'NE SCREWS 1/4'0-20x.3/4'S.S. 1 I MACHINE SCREWS W/ I 1 USING 1/4'-20 NUTS - - WALL 1/4'-20 NUTS® 12 O.C. I II I (WISH / D.C. I I i 1 OR II 8 1 oR 15 214'00117. p-r-E WOOD PLATE 1 1 _ -EO-- 0-F EU'D. \tS -..-_.. �' -� --I*Min, R l ' ! i"Nin. t J tII 1/470 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' 2'xT. LLin.'PEN 4'.CONT- Or THREADED AREA TO SI 1t V+ . LL PLATE ER _— EX6TtNG WOOD HEAD . t/4"0 TAPCON OR TAF•CON WITH ADVANCED 1 I 1/4"0 TAPCON OR j�QjE: REO 0. 1 I iHRLAOFOFM TECHNOLOGY'W/ 1/2" - / (5�SC`IEDULC ON SHEET 15) .•I Miri. PLNELRATION OF THREADED AREA INTO PLYWOOD J 7AYCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAS. 1 �--WALL FINISH .).�U---'.� 1 II I•� (SEF SCHEDWE ON SiEET 15) Df1mNC MIN.2"x47 1/2'MIN.CD7� � THREADFORM TECHNOLOGY SHU71ER ASSEMBLY- PI/ REp•p, W/ 1/2'Alin. F4NETRATION.OF 2-MOUNTING SECTIONS CANOE 1/2'MIN.COX PLYWOOD REO'0. SKIDS Ni 16'O.C.MAX._ yNALL FINISH- THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REO'0.PLYWOOD TO BE (SEE SCHEDULE ON SHEET i5) Sulr ANY INSTALLATION. ®;HV WALL SILL INSTAL TION STING MIN. 2"x4"STUDS E9 16'O.C.MAX.REO'D. ATTACI IED TO STUDS IN '" PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDA4CE ACCORDANCE WITH WREN SECTION 2308'OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SFE uM�AnI aF to or ©HV WALL SILL INSTALLATION F.B.C. 1LADE oN sH ET 19) FLORIDA BUILDING CODE(Non Hi4h Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. +�AP��A.!r14(i'''',.,, BERTHA HVTM �'s'• ' 'r-a IL E ,A. accordion Shutter System 'co ,... A.S.S Itv. BtA1 w/OR w/o RV. v�roow RAM American Shutter Systems EV:ti. OESCRIWION DATE ONAWN W: M.L. j"'Y• - TILLIT TESTING & ENGINEERING COMPANY *G 635+3.N.onA.36th.SL.Ste.303.VQGM GARDEN^.ILORIOA 33N Association, Inc. 1 OLD 11-192 4/13/15 DATE, 4/t.�/15 Phe:(305)871-1530.Fox:(305)871--1531 4268 Wesirodds Drive 2 DRAWING No a';90 m T:tilt«awd.rom West Palm Beach. FL 33407 3°EB-0006719 15-085 WALT ,C`•'•, ORI •'����� ER A MUTT Jr-RE FLORIDA L1c.d 44167 5 SHEET P.F'!A��t{�I�11pN1 'DATE 6 16 or 20 H1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1�ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19- FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON -��- --T/AP,GoN VlIIEI ADVANCED 4I TAPCON OR 'x8'(Min.)EXISTING 717�< = FF EO-- EO 2'MIN.---1 �� WOOD BFNd REQUIRED. -- ---- EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY T/2'Min.PENETRATION 1 9'D-2p:3 4'S.S. STRUCTURAL ADEQUACY - / / OF EXISTING WOOD BEAMf- OF THREADED AREA TO pHIU.IPS TRUSS HEAD TO HE CERTIFIED BY .. EXISTING WOOD HEADER. 1•' MACHINE SCREWS _ .. __-.�T ____.__ EXISTING WOOD of Min. REGISTERED ENGINEER OR - --- -_—� --- - - TRUSSES OR (SEE SCHEDULE ON SHFT.T 15) W/1/4"-20 NUTS ARCHRECi PRIOR TO EQ EQ- _ RAFTER O 24' 0 O 12'O.C. SHUTTER INSTALLATION. 1/2' - 1/2' O.C.REQUIRED 1/4.0 TAPCON OR �S V_.. _____—__ _ P 1 Ott 1 IAPCON i AN EXISTING .THK. 3 4'Mas.TRK. �a .25Y THRFADFORM TECHNOLOGY MOx. .-W/ 1. 1/2'-Min.-PENETRATION - _ _ _ _ __ __ ____ 14x3J3" E EQ _ _ 1'x4'xl 8'CONT.ALUM.NDE l I "O THREADED AREA TO .Ep_ _ _ - S.k.S. ._ _ _ _ (l -----" J(6063-TB ALLOY)_W/ ___ _ __ _- / I 1\ OPIIONAL EXISTING W000 HEADER. O 6'O.C. I (3)5/16'0 LAC SCREWS TO _ (SEE SCHEDULE ON SIICEF 15) 1 or 13 or 15 EACH RAFTER OR TRUSS. I@1 or 13 or 15 I LOCATE LAG SCREWS AT li I MIDWIDTH OF EXISTING WOOD i - -XISIING-MIN 2'x4' - - - ---- - Q - -- 1 __ 1 I i I .I I - MEMBER.(2'Min.ROMIN4 EXISTING-11 HEADER REO'D OPEN ITOLC AT CP.CH - "70TH)-W/2'Min. - MIN.SEPARATION TO GLASS i - STUD TO ACCEPT I.I PENETRATION OF THREADED GLASS I___..-.._._...._.-__(SEE SCHEDULE ON SHEET 11) EXISTING 1 I. S/16-0 LAG SCREW It( MEA.VAUD FOR GLASS---i ' AT CENTER OF TUBE 'tgp'p{TI INSFAl1ATIONS WITH 72psf MAX.A.S.D. DESIGN LOAD AND NTL,SFFNNTKN EXISNNG MIN,SITPAR.VION 9'-0'MAX SPAN. THIS EIV WALL HEADER INSTALLATION ( G' —i mea 9W I FOR WOOD W/MINE SPECIFIC I ON 94ET 19 rot (DOR ® 1 t1 FOR RALE ON b14XT 19 an I GRAVITY OF 0.50 AS DOUGLAS R-1-1_15 II S: LaATksNeld .. _ _.___..)t._._ Ova150),te 1 - 1 OR ♦ FIR OR SOUTHERN PIN..No.2. t-SEE SHIFT 4 raft rr;nd&SHUTTER ASSEMBLY --O ® OR EQUAL 2-MOIINPUG SECTIONS CAN HE COMBINED CTJ HV CEILING INSTALLATION ' .� IN ANY WAY TO SUIT ANY INSTALLATION. ,U/HV C LNG ST ELATION I - I ro G ASS(SEF --OOR I ARAMIN. I I I _ NTN.SEPARATION TO GLASS. ��E a+STET I SEPARATION ---------SEE SCHFDULE ON SHEET 11 _1 It 101E uiaE-Fr I I i (• )--- ASS l OI DESC 19 Kit (SEE SCFIEDUI) I l CXE � _ /1 1 NALESo$I(�3 I \ ION SI IEEI 11) I I I \J \l ALTERNATE_ ( (ANCHOR EXISTING 1 8 I T WALL.- FINIS11 I I 1 4-) I LOCATION S� .W WASHE 4"HEX G�S�I I I I J�----I I I- 2'x6' EQ WOOD DEC RU aa. ..- I (NOKF7NI$H(RFD Lt... WASHER HEAD 2'.6'MIN.WOOD - I I .I SCREWS O .. ALLOWED) J-1 � / DECK REQUIRED(NO _ ----- - - _ d 1 FINISH ALLOWED EDGE _ _ - _ _.---- ! ) - - — EDGE OF DECK J _- `17�- _ _ - EDGE OF DECK \ Q IF APPLICABLE _ _ _.:1=Q- E:T3;= DECK IFIL -. IF APPLICABLE 1/4'0-20A3/4'S.S. _ ---... -- _ -.v--- APPLICABLE I -- - - ----`- y I { ! 1/4'0 LAPCON OR PHILLIPS TRUSS HEAD .-WPIr ____ _ TAPCON WITH ADVANCED Min. MACHINE SCREWS --�" `-�'��- -�- ��� 1/4'0 TnPCON OR 1'APCON WITH ADVANCED " -2 MIN 7,x4'CONT. . I•I 1 1 f1/2"M TECHNOLOGY W/11/4�-20 NUTS I TKREADFORM TECHNOLOGY W/1 1/'2'Mln. 1/M1'P TMCON OR TAPCON VADA ADVANCED THRFADFORlA 1--- ' SILT.PLFTE II w%1 1/2'Min.PENETRATION 9 2'O.C. -2'MIN. -- PENETRATION OF THREADED + R10-1 ` OF THREADED AREA TO TECHNOLOGY'N/ 1 1/2'Min. PENETPATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE L 10•LL EXISTING WOOD HEADER. AREA TO D(ISTING WOOD HEADER.(SCE SCHEDULE ON SHEET IS) SCHEDULE ON SHEET 15) �I- (SEE SCHEOULE ON SHUT 15) ♦SEE 1-IMIrAT10NS OFUSE FOR CX)HV WALK—OVER INSTALLATION U VD .0 SHEET HV WALL SILL INSTALLATION H19 HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona p,: Tki",��- ©2015 EASTERN METAL SUPPLY,INC. BERTHA V,TA s ASS r F Accordion Shutter System ■ ■ ■A■ H,V.BLADE#1 W/OR W/0 RV.WINDOW RADE = American Shutter Systems v. ucscnvroN onTE DRAWN Tar: M.L TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t --OLD n-iB2 4/13/15 W7E. 4/13/15 6333 N.M.16N.St,Sta 3J0,N9GAtA GARDENS.nalw 3316 , - PMne:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z_ DRAWING No lut.•'�l`�`- a .M:tilt e..0.0 om West Palm Beach, FL 33407 3 15-085 AL E��;;�``�� ILTCRRA.TILLTI Jr.P.E. 4 FLORIDA Ua.S 44167 5 SHEET P.E. SEALJ�'�'WNAYURE/DATE 6 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO.. 2"x4" MIN. .WOOD STUDS UD rICN.woou . $iV05 RC-0U 2•.1•YN.DODO _.sru6s REa'o. DODO 51003._.yr /' A0 S' • D0.v SIWS. las YArvcALet)' \ 7 AnotDA:o e•D.C. \ /f �w I 1 \\ i 1/ PT �r7,DU� y I EXMING CLASS ». G RYY OD NO SLU05 F3p5T. --fOISIINO C1A'S 605RNG CYISS .( /.�\ IXSf1N0 GIATa w SflIWA:UO4(IDCOX w lel. YI •�,�-, •,,,.. '1/7•H .t �S, - .S 1.'gm1L OM 9ELT TD Q (YE Ile Yw.QiXJ w '{�il!••4....-u`.,. . A]fAlt ON SaEDAE W SVEI 1 ITB aN. (D— -.. �BDMG W 9QT FLYwWO. — _-_-- _❑IOR a!/tE Q;MID 1 1/1613• -. -w)yL QY 9FfT t5 Tat ____ 1FlGl HHE UiND_ _ - - 1/2•' - -- 11 RR n mNo -- - -- - -- -`_ - w61EE1 reIaI __._ -�.- _-_ _-`- .(wa3-ta)-cONr.- -_ s> T/a•I6NL-NX-.arxs m11 --___ _- _ =-t _ _ _ _ _ _ T_1_ _ -w.�rar lv___ _ _ __ _ - -' 1L.•QSIDa - ALUM.110so, - F131FDOD. a wul- 1 2•YM. PI111E.(LOGIC Vz' �L511 T MTINLI. -- or(+) - uu•z r w r Y.X. -— I 616 O. 016 OC --- - - -- — — ------ -- ---- --- -- -- - Cl) _ rali a 1•D.c. rt e ro I 1 OR(V'' 6CL DaTru X r0 NJ 6, bb SAE CONNECTION ���. SQ IX:WL X FOR^� 1 OR�D TO 1RM3IS -' SEL'OLTAI.X Fafl_ (4)- a"V"Oa�•�' �.� SDE comn SAE caluaLCiION I - .(�-©•`,�•S. ti- TDTRA�(0°"s fl. T°Tw•a6 58-1?'•:��'O-C�3-®• •®-e•xre o- s 7 a 40 END CONNECTION DETAIL(5� - (� END CONNECTION DETAIL((8� END CONNECTION DETAIEND CONNECTION DETAIL,dq . .. �SDNC . RE➢UIRm onY i6R$PANG GTCAIlR 1HIN 1I'-0'. . ,/-Z L S - .. . 21t'—.WDM 1/.-e TAF•CO)!NIa13Rs 1//'e)/JKOII i1a1/Y s3Ls. stubs r¢7u w/ 1/2.tau W/l 1/rbW.1 of6 oa oosnac cuss-� _1411�RniXN a iz'D.C. PENEI:a11D?1 0 12•O.C.` ro a ( F SEE UM R_Ti0N5 OF USE FOR i - - 1/2•Ym. SomD ON NUT ®-/ -- 0) BLADE BLADE lA ON SHEET 19 ^; 11 1w 0/ 0)Aw .__ SOmIXE 1r WT'I ." .O aNT 11119 _ 1 F1T1 T3AOE NA•A I.__.� �^._�. a S¢T re rIn 1/2•!uu '+ D -— < 6 1w 8 cR 1 IDR wusl0at ir:i - ---� OT RR _ _I YiEW - J G aa)-, .0- \-.ALL mo9 z•.4- roo0 r6vl 5i-Co-1�•i7�.tiLD•4�- fA iDA��IrAr1�DA�� l. fp-�D mms Amro, racsN i G9 -©Cr�j•? - .ALAN U,�-U.U.®. 0a-&:@.G• .k.Cs 0'f'CSS fm DETAIL X END CONNECTION DETAIL END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \L3,1I11161 1111"' ©2015 EASTERN METAL SUPPLY.INC._. P��MP1 A. r�� BERTHA HVTM CEN - A S S A Accordion.Shutter System L .ECO N c. KV.RADE#1 W/OR W10 KV.N1N N MA[I American Shutter Systems 16.R :: DESCRIPTION DATE. DRAWN[f Y. M.L. TIWT TESTING & ENGINEERING COMPANY � * Association. Inc. 1 OLD 11-192 a/13/Is DATE: 4/13/15 8355 N.W,3610.St-Ste.305.MRWNN CAROD S."RDA,3316 S7ATE OF 4266 Westroads 1[31•ive 3 . :-c�- ImoDe:(3Ds)en-Is3o.r0.:(a05)e�1-1531 DRAWING No O(•: `��RIDp ;�k``� D_ 6RacoO.I.... West Palm Beoch, FL 33407 3 15-085 " F EB-0006719 4 S/ 6� WALIER,A.mur Jr.P.E. '��. 4N EN 3\�` FLORIDA Uc.0 44167 5 SHEET yL- P.E."3EAi,/n :VX 6 18 OF 20 os`5o��14 s RENERAI LMRATIONS AND CONDITIR?tia �a 1.WAX.A.S.D.DMON PRESSURE RATING+110,- 110 P-0. 2.MAX SHURER SPAN:96- 3.ALLOWED MOUNTINGS:A.D.6&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.0.T.-U&-W ON SHEETS 16& 17. " 3 ONIRYA CEHTEHMA7E5 1 (BOTH W/ OOR NGR AOUTRE ALLOWED N'TTFL 1 IAYOIJf,ps)MUST BE RICLUL AT t LT.I,NS DINE o OPPO�NC M.EA DID • • ♦ • • 5.(A)Hv WINDOW BLADE @ SHALL CKLY ALLOW A MAMAUM OF 5 OPENINGS (3.0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN,CLEARANCE FROJ!TOP OR 607TOM EDGE OF HJ NViOOW BLADElO MAX.5 N9NUUN5 7dl • ♦ • • • ♦ o • ♦ _ OF ANY 300 HOLE FOR 14 SHAt1-BE-12'._ ---_ - -ALLOWED AT HV - - WINDOW BLADE (CN FIRST OR EI BLADE COMING OUT FROM STARTERS AT ENDS MAY BE Hv DOW • ♦ ♦ • • ♦ (D)IN WINDOW GLADE 1©MUST BE USED ALTERNATE TO A SOLID HV B1lJ1E0 _-_ o..•.` l ALWAYS BE INSTALLED A _r' - -_ � � - - - _ - _ - THROUGHOUT SHURER'S N1DIH - -- - - - - - C , , • (E)C EFUMIFS SFMLLL P11ID AOV CEM r0 souD HV 1 BLADET Ar OTHER SIDE OF THEM. I ;, - QSit (F]POLYCARBONATE HV WINDOW SHALL BE INSTALLED SO TABS FACE SEE END I :a 9 /�qBE CONNECTION _ • ♦ • • ♦ - o THE INTERIOR OF THE OPENING TNG PROTECTED.(TOOL PROVIDED UUST S DETAILS ON SHEETS �„j g ONLY INSTALLED AND LOCKED USING A IiV SETTING 700E FRONDED 01'ASSA 10&.16 TAP- FULL INEiciTT:J I Bust gg 6.SEE ANOD ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOFRAME P$ A BUILDINGS ON SHEET 15,AS LIMITED DY SPAN AND DESIGN LOAD(SEE NOTES z P P 44 � �- 1 &2 ABOVE)_ C . k 7.SEE AN(]tOR,SPACING SCHEDULE FOR INSTALLATIONS INTO POURED cI CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY _ SPAN AND DES ION LOAD(SEE NOTES i &2 ABOVE). S.MINIMUM SEPARATION TO.GUESS SCHEDULE.PER ASTM E-1996: F� (SEE PINI FOR REQUIREMENTS) I —'"-"- - '--""-'- ?TP TDP&BOTTOM yV 1 l�CR(4)m�.q7A WIND ZGNE MINIALUM SEPARATION TO GVSS --UNUTAiTED WIDTH—_._.-_.. -••/_ l-� 1 THRII 3 1 NK SEPARVIION TO GLASS ELEVATION EX1511NG OIASS- S SCIMILE ON SHEET=,)a.%DE:(t) ^ --�` A•D CRN- SHEET EOR-- -- t7 . TAP. ' �'� J TAP. W/ OFi 504TERMATES 21 W/O 3S ft 1;OTE 4 ABOVE) PLAN TYPICAL J) HY BLADE WORKING IN UNISON WITH HV WINDOW GLADE I'AA SHUTTER* Y1A111tl11111UENEI„♦' .. - FLORIDA BUILDING CODE(Non High Velocity. Hurricane Zone 0:2015 EASTERN METAL SUPPLY, INC. `,,;,,P���RA:r�<</T, , BERTHA HVTM F A S S Accordion Shutter System ■ ■ ■ ■ ttv.MADE#1 w/OR w/o RV.vnNWw RADE TICCIT TESTING ENGINEERING COMPANY American Shutter Systems Ev,. oEscRIPT,DH DALE auNv Bi: M.L. ASsoclation♦ Inc. 1 - OLD.,i-192 4/I3/15 DATE: 4/13/15 -STATE WM H.W.360.SL,Sh.705.NR(.iwA GARDMS.FUDFM 3316 .. .. r0 DF —` Phonc:(3D5)B71-1570.F'ox:(305)871-1631 4268 Westroods Drive 2 DRAWING No e-mal:IRKoOnolcom West Palm Beach, FI. 33407 3 15-085 WALTER A T�ILL111Ur.P.E. 4 /,��/�NM �• \\/ FLORIDA Uc. 44161 6 .. SI'{ � P.E. &A 4i�OT�E DATE 6 79 Of 20 6-x 11/Vx 0.035-THICK INSTALLATIONS WZ n HV BLADE & HV CENTERMATES 21 ' 2.000'Max-r- Min.ASTM A-653 GRADE 40 ;Min. �VARIES:.;I o Nin.G-60 GALV,STEEL o_.- .,27, pO.J�-:o03- v1 r INTO METAL STUD WALLS METAL STUDS AT I6-O.C. I ' -- ----- 1 e 6-o.c. -40 41 moa. Wa ------ ,-/2- 4>s * 3a 1/4"o NOMINAL wGENERAL I IMQNS AND CONDITIONS OF USE ALUMINUM SLEEVE 1 3/a•x.6 1/(-.0.035•THICK M:n.i 143c. '430 - .12 0: FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063 T5 ALLOY LONT.GN.V.STEfl TRALK CHANNEL I,®6-O.C.- M 6.O.C.^. SYSTEM�INSTALLATION TO METAL:STUD WALLS N 3.oao- ASTII A=GSJ GRADE b Min.C-60 I GALVXIUM Fnsmim ro sruos SEPARATION TO GLASS SCHEDULE Zw/(2)1Gz1/2"TEK SCREWS ON i EXISTING FINISH 3g ^ 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (PSO - T- ETUOR G EXTERIOR FACE I AS APPLICABLE ,_0 N 2. MAX. SHUTTER SPAN: 84e WIND ZONE MINIMUM _ SEPARATION aac rENcrH + I' i MIN. SEPNtAT10N �' 3. ALLOWED MOUNTING: MS ON THIS SHEET. - - ASTM E-1996 TO GLASS 114 /4"�-20X3" BOLT EXISTING GLASS-1 TO CLASS (SEE SCHEDULE) 43 N 4. ONLY ENTERMATE 21 W 24 HV LOCK ARE ALLOWED - -- _ -- (m') =� WI-TH-21 =ARRANGED A S_ METRICAL LAYOUT. - HRU 1 USr 3c I- A T 3 M PENETRATE E USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4. 4" 13/4•.6 1/Cx 0.035-THICK U. EXISTING FINISH OO INCLUDED AT�IOR OR INTERIOR ACCESS SIDE OF 1.373--I COM.MV.STEEL TRACK CIWiN0.I `A%APPLICABLE ,, CENTERMATE. I-z50'_H1 , .osa'_M A-F,53 GRADE 40 Min Gr6OZED FASTL'NED TO STUDST.(2)16.1/2-TEX SCREWS oN _,_ 4,3c IEPoOR d EXIEFBOR FACE i4 6-O.C. - _ __ _ .. .. .. _ _ _ /40.::10 THREADS 7 #* BLADE SLACK DETAIL HVF IS ALSO VALID FOR ® 1/4"0 ELOO CONSTRUCTION 38 CENTERMATE 21 APPLICATION WITH BLADE 1D PRODUCTS FAB-LOK HD oI -;----- 43b 6'x 1 1/2-x 0.035'11UCK M�.Asnl A_653 GRADE ao 11- -- .2.uax, ® 6' O.C. COMPONENTS Min.G-60 GALV.STEEL •J !' _ . , .'_I MS WALL HEADER SILL INSTALLATION EXISTING FINISH AS APPUCAnLE SCALE: 3j8"- t- MLRAL STUDS AT 16-O.C. Ili.. (TYP.TOP d BOTTOM) _ -----_-- -- _ __--. - _ - _ /ASTMGALV�AI 653FASTENED GRADET MCHANNEL,10 � 60 IXISTING GLASS 1 L' SYMMETRYCAL '. , ' .NI W/(2)16:1/2-TIX SCRE IS ON 43a 43b 4SYMMETRYCAL MIN.srnaRAorINTERIORdExrERIOR Fnce LI.---I--. -6 (TYP.)-,.-..:.•-. -i ..., ° •` . — ro class z CENTERMATES CENTERMATES W/ (SESCHEDULE) Mox. I I •.. 4EXTERIOR ACCESS INTERIOR ACCESS SIDE -------------------- ----- ---------- --- --------- ----- 1IN Min.) IN `) ----------------- ------- ----- --- — --------------_ __-----------------.--------- — _----— — — 12 ---------------------- —-- ---- ------------------ --- -------- -- -- ---- - - ------------- -- --- --- --t t Y -- ----- --- T 1. - --------------- ------ -- ------------ --------------- = ------------ -:1 1 _ _ * - ,(2)4 r , O \ 2, --- 21 21 ; -U IAWED AT,2 s012 / .. / - \ 6-Min. \ I1V HERDER/SILL EMUS 1 Z -- �� - - 24 - -� - -X=—=— VIEW Y 3 1/a-(Typ) ( ) ---�� I SIDE CONNECTION TO TRACK L 40 --- - 61/2 (7yp.) — T ---T- 61/2-MAX $LACK (cont.) HYA .Y BLADEBLADE SACK DETAIL HVEDET41L HVF HVC FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0111111 I I IIlllll - 0 2015 EASTERN METAL.SUPPLY, INC. �ER A:r�<<iT� BERTHA HVTM A S S A Accordion Shutter System ■ ■ ■ ■ I{v.MADE#1 w/OR w/o RV.WINDOW L3IaDE �Il A. = American Shutter SystemsDESCi1fif0N DATE.. DRAWN BY: M.L.TILLIT TESTING $ ENGINEERING COMPANY - 6355 NW.3cM.5L.St..MS.NRGINA GAR f ,ILORDA 331 Association, Inc. 1 OLD-11-192 4/13/15-MTF: 4/T3/15 "��` Phone (305)871-1530.Fax (305)671-1531 4268 Westroads Drive 2 DRAWING No e-moiUReooOool.00m West Palm Beach, FL 33407 3 6719 5-085 Es-000 '.,�xFSS� ^.....• �````�: WALTER A nLur 3r.P.E. a P.E. JII�J;/, QbA1 /DATE FL°':ID°LIo./+a167 5 SHEET 6 20 OF 20