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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 2 r -' -i��'�iu°'1'✓ ,-d��'^n �fi�t��'�.'i.-4^''s X..cT�.,� i i�� LR F '# f .�,.�,,,twftyk Ana BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business;/ PProduct rofessional .k 'USER:Public User PrnduCt ApnrOVdl Meng>Product or A lication Search>AU[lication List>Application Detail a f FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley trodriguez@easternmetal.com Technical Representative Maw Address/Phone/Email Quality Assurance Representative FILE Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.,Tilsit,Jr.P.E, the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL339 R8 COI HV ACCORDION C2 NIJNHVs1Zpjt. Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code htfn-//www.floridahuiMina.org/nr/Dr abn dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/28/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary 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 FL38U R8 11 A.S.S.A. INC. DRWG.15-086.pd` Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.pcif 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 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 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.Ld1 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 1-01 pd' p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +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. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S.S.A. INC. DRWG.15-084.pol 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.pd( for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively [tack Next Contact Us::1940 North Monroe Street 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.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 here. Product Approval Accepts: .rcttraN http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/28/2016 GENERAL NOTES: 7. Sr ION DOCUMENT -4 VE, COMPLINICE ANCE Y T 'Or BERT; H.V,ACCORDON Sri STEM SHOWN ON THIS PRODUCT EVALUX: I (P.E.D.) HAS SEL !Fl_-D F, IN AICOFU FE 2014 (=V� EDITION,01- THE F, TLA BUILD114G CODE.THIS ACCORDION SHUTTER SYSTEN.SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE 7CNES. DESIGN WAND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC%1ND SPEED REQUIRED BY THE JURSD!C'pCN MERE SHUTTER WILL BE INSTALLED WITH A DRECTIONALRY FACTOR Kd--1,85,USING ASCE 7-10 AND SPALL NOT EXCEED THE MAXIMUMDES-GN PRESSURE RATINGS INDICATED TABLE OF CONTENTS ON SHEETS 11 THRU 15, 19 &20. IN ORDER TO VERIFY lliE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DErERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASID. C--IGN 1AIND LOADS AREA-1: W BLADES(1) BY MULTIPLYING THEM. BY 0.6 IN ORDER TC COMPARE THESE W1 MAX, (ASID)DESIGN PRESSURE RATINGS INDICATED 04 SHEETS 11 THRU 15, 19 &20, GENERAL NOTES SHEET I IN ORDER TO VERIFY THA:COMPONENTS AND ANCHORS ON THIS P.E.D,,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND:OARS WAS RX USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.63 WAS USED FOR VERIFICATION OF FASTENERS 14 WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD:AS BEEN VERIFIED IN ACC'ORMNC_=WITH SECTON ;509.'.2 07 THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 33-44 SHE--. 4 TYPICAL WINDOW BLADE&WINDOW DEAL -HV BLADE Ill 80214.01-03. #3715.01-03. #1004.01-05, #1214.01-05.#0317.02-06. #0602.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-2C3 PROTOCOLS AND ASTM E-IsSE; AREA 2; HV BLADE(D AND IN WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2 &3)&'11220,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WHOWW'BLADE f, #9505.01-08 AS PER E-1e85.6,110 E-1996(VISSILE LEVEL D,WIND ZONES 1,2, 3) BASIC PROTECIION ONLY AND# 0725.01-58 AS PER TAS 202 PROTOCOL. -ivicAL SHUTTER ELFvArv; &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. 4V SLAD,(D AND W WNGOW BLADE � ARE ENGINEERED TO WORK IN UNISON WIN EACH OTHER UNDER THE GENERA:LIMITATIONS AND CCN!)MONS OF USE NDICATED ON SHEET 19 INSM-LATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HI/ SHEET 8 3.BERTHA R.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2-75'AN:)J!4xl.75'RESPECTIVELY, 410-Ir7 WNWIUM SER!ES CENTERMATE ALTERNATING DETNI.S HV SHEET 9 STAINLESS STEEL SCREWS WITH 135,0 ks!YIELD STRENGTH AND IaO W TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA KV DACROS.4;.:LD COATING SYSTEM AS MANUFACTURED By APPR7VU COATING APPLICATORS, REGISTERED WITH AMERICAN StiU`71ER SYSTEMS ASSOCIATION.P:NS V'JS-BEAR THE W MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK. SHEET 10 4.ALL ALUMINUM DOPUSIONS SRALL BE ALUVRNUV ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AN)1 MINIMUM YIELD STRENGTH FOR 6063-6 AL_OY Is 31,0 ki A 35.7 1c;FOR 6005-T5 ALLOY. MAXWUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER O.N 53018%%TrH 5C ksi MIN.YEID STRENGTH AND 90 ki WIN.TENSILE S-RENGTH- ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING COCE SECTION 24113.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.DOLTS TO BE ASM A-307 GALVANIZED STEEL,OR AM 304 OR 316 SERIES STAINLESS STEEL W,H 35 ksi MNINMY YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE): 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 15 iiV MADE(' &Q WORKING It, UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETA;LS 7-12 & X. WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHIfTTER SYSTEV BEARS A U.S. PATENT#5'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR 114 PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. I AREA 3.• HV WINDOW BLADE NA ONLY 9. IT SHALLBE THE RESPONSIBIU177'OF THE CONTRACTOR TI,VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACKED To INSURE:PROPER ANC-iORAG-E.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES Wli'CH•REMAIN, THRU FAST-.N!NG IN CCNTINUOUS CONTACT WITH THE BJ!LD!NG TO PREVENT VAND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A Vllsleup PLACE WITH WARNING NOTE:-DURING PERIODS OF HURR;;�ANE WAP. NGS HOME OWNI'R, TENANT.OR OrNERS, MUST PROPERY CLOSE ALL F.AND H:) CENTERMXTES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. AREA k., HV WINDOW BLADE 61)ONLY 11.SHUTTER MANU!7ACTUREKS LABEL SHA!BE LOCATED-ON A READILY VISIBLE LOCATION AT,ACCORDION SHUTTER IN ACCORDANCE W-TH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL EE INSTALLATION DETAILS, METAL STUD WALIS SHEET 20 PLACED FOR EVERY OPENING. LABELNG To COMPLY W'.lH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S(NSTAILA710N SHALL COMPLY WITH SPECS INDICATED IN THS DRAWING P_US AY 13LI'DiNG AND ZONING REGULATIONS PROVIDED BY11:4E JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(.)THS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITCNS DEVIATE FROM ME P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR TI,.E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, EASED ON THIS P.E.D.,PROVIDE) HE/SHE DOES NOT Dmll� rg, i�'g �"i' ,JHIS, SO 0 THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACT FV RE S181LITY LY BE USED TO q"'=! 1.1,,L0BTft'fN 0 S SPON OF Fl RIDA STATE THIS P.E.D.Vtl_BE CONSIDERED INVAJO IF ALTERED BY A14Y MEAJIS. 14 il (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WELL BECOME THE ENGINEER OF RECORD (E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.F_D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.FO. SHALL BEAR THE DATE AND DRIGI14AL SEAL AND SIGNATURE OF PPE PROFESSIONAL ENGINEER OF RECORD TRK'PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zonel @ 2015 EASTERN METAL SUPPLY,INC. ....... BERTHA HV TIM Accordion Shutter System *7 0" T1 LTECOtm..\ A.S.S.A. FLV.UADE#1 W1 OR W/O KV.WNDDUW MADE American Sheffer Systems uv.NJ oEsmirrioN I DATE I DRAM BY: U.L ENGINEERING COMPA OF TILLIT TESTING & MY Association, Inc. I OLD 11-192 4/13/15 DATE- 4/13/15 per, N-W,316th.St.St�305�VWGNA WDENS.FLORDA 33161 63"pl— (305)871-1530.F...(305)671-1531 4268 Westroods D6ve 2 DRAWING No —cel;tote.0-1— West Palm Beach, FL 33407 3 D 5 /0....... Q'N' 4 15-085 ANAL 0A WALTER A.TILUT Jr.P.E. r-ORDA Lic,#44 57 5 LSH E El 1 0 0 P.E. SE'A/fLll7ftwx?6"'RE/DATE 6 1 0 F=2A yl :'3•1 i R'VIM-6TA.=CA) Bs VARIES 1518' x1'491--1 1_'2.010* s+t7o � a bar, 3.454• � o I a: pep 1:a1 I - 4.371! I I a.}6s• ---- 1 ��ti , -_ 6.657' y' •_71. a >r, 3zsi n as 91 HV 90'f 180, STARTER SHV SOLID BLADE �1HV UNIVERSAL FLOATE - QUALIFIED FOR JSE V'/ COVERED UNDER US PATENT R 5458'79 cUALIr1ED FOR USE V!/ hU BLADE1Q (�HV DIRECT MOUNT H`/ BLaDEO �� * 5CG�T6 ALLOY AND TEMFER QUAUF1ED FOR USE NY HV 6063-TE ,. ALLOY ANO iEM?Ek HV WINDOW BLADE / 5HE_r :c BLADE 01 -SEE _L.11:TAPCNS OF USE OF BLADE �0... 6053-i6 ALLOT AND TEM?Ea .Lp-i,.�a E963-T6 AT AND TEV--.; _.... .3_22=_.___ k I ,6700' �jg' ___2.670' .6701.0^.0'; Zi i .670' 2.226' '072 I E4T1�_I I' j L _ 4.897' `�/°'d/ I :_ets_• _ 7.092', � J' o qi c` i.dsb I I t12��1 1.375-- ( ^0.-072' .7)HV ADJ. ADAPTER W f LIP T t , -�}.226' -'� QUALIFIED FOR USE w'/ H`/ 6�HV WALK-OVER TRACK /6�HV ADJ. FLOOR TRACK BADE IO QUALIFIED FOR LS w/ hr/ !9;HV TRENCH TRACK _3.�sO _ ,J -,.53-T6 ALLO, A117 T-VEER BLA0``11 OUALIFIED FOR USE W/ IIV QUALIFIED FOR USE W/,HV 6063-T5 ALLOY Ah1 TEMFEk BLADEC�ONLY. ,10 HV RAINGUARD BLADE 1Q 6063--T6 ALLOY AND TEMPER OUALIFI=D FOR USE w/ HV 5063-T6 A!ICY AND TEMPER ^; VA IE3 mi 1.936_'_ BLADE lli VARIES 1.936, 6063-T6 ALLOY A D TEMPER ... o, ' _083' k_083' G83" _ c � _ _fI .125 a :; ' ! ! I .093 0 i. ... _ .060' _ a s 670. ..... IU• '� N 3.529' 6701 0�7�, • 3.520' 1 HV HEADER SILL ' z�-- 11JJ HV CEILING HEADER 13'' HD CEILING HEADER/SILL GG�A'i9ED FOR USE W/ M! BLADE(1�ONi:i,, '7JALIFIE�6O:RTUSE1c!/ M�BELAfl'-E 110Fr.:r QUALIFIED FOR USE W/ by BLA°E(i - 114 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY'` V Y S=F SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6053-T6 ALLOY AND TEMPER 6063-T6 ALLOY AVO TEMPER BLADE 10,ONLY. 6063-T6 ALLOY ANDTEF1?EP. - X y I Ti COM°Ot:ENT A 9 TI T2 1 I % Y t 1l`L%MN Y MTL t I 2 0.125' I I 1 1' 1' .062' dl !j I 2- I5'MAX.' 1/8' 1/8' ;0.090' t c1 U .2 .3. }. U 2' 5'MAX.1 0192' 0.192" 6 SIDE ANGLES - - ice. ,gl 2.5' 7'MA%. 0.190' 0.190" '� CORNER POSTS OUALIFIED FOR USE W/ H`/ ALUMINUM ANGLES QUALIFIED FOR USE W/ M: BLADE 01 QUALIFIED FO_R USE W/ HV -- ,---- - BLADE Qi 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. (5� 2" 5•MAX.j 0.139' 6.131' 6063-T6 ALLOY AND TEM 'Ek 6063-TG ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TICC/�///l ©2015 EASTERN METAL SUPPLY, INC. ��.....•••.... BERTHA HVTM Q . ENSF A S S A Accordion Shutter System L EC77.77\ H.V. RAM#1 W/OR W/O H.V.WtNXW`t3 N E American Shutter Systems ZEV.N4 CESCRIFI10N DATE DRAWN a,: N:_ TILUTESTING & ENGINEERING COMPANY Assoclatlon, Inc. 1 DID 11-192 4/13/15 DATE- 4/13115 S1ATE DF sur 0+5 N.W.36th Sl,Ste.JCS.V62CCM GARDENS.C_CRG 23164268 Westroads Drive 2 • Ph- (305)871-1530.Fax:(30.5)971-1531 DRAWING No D� F(DR\Q •G� a- 6:51t¢..C..L.cm West Palm Beach, FL 33407 3 5-085 j �� E9-0006713 d - SIOW.�e,�� WFFLLORIDA uLLA 4J,4, 4t 57E 5 SHEET P.E. 9bt1/&GN'AT6%E/DATE 6 1 2 OF 20 .929' 745' 2.293' 714 --1.114: CAS." (2 C62' �2 LI/ Px��V & 16 — F.- -�GP-ESS Tj R K.%*^_3. L g J L ERASS C rJNCER BRAGS CYU�IER 0.21 &KEYS pip.04r (:4lU-P-AT--I .21 .11 .214, C21 I HV CENTERMATE rl HV FLOATING CENTERMAT HY LOCK HV EGRESS LOCK 3.023' 0�7 t; FOR USE III/ HV PLADE(D,' 6063-TS ALLOY ANC TEMPER ;'K O;Jt&1E FOR USE W/ P EIrl & _j QUAU-,IED FOR USE W HI; QUALIFIED FOR USE ',V/ I-V BLADE IA ON-Y q/ BLADE 01-& Pb ONLY. BLADE'1,1 O'4LY. 6063-6 ALLOY AND TEMPER W-CORNER CENTERMATE T- O-JALIF-IED FOR USE W/ HV BLADED ONLY .21r 019. 2.974__. 6063-T6 ALLOY AND TEMPER i -LAS11C HEAD .;-1 Pco* ! p 1.756" 4.04!i' - Zi' MOLDED TO '4 SCREW T.C)79- 1.753" A.Tr. ;-A .8 8_F07 RE RVE NC 6 > —20 X 3 4" S.S. THUMBSCR 1/470-20 RIVNUT* �SERIES 9144 tUkl!N'J'4(21.r4-T3 ALLC-'rj LARGE FtNGE THIN SH-=T NUTSF36,PART I CE20,AS V,%IIJFACTURED BY AYJ=- CH-=RRY TEXTORN.PARSIPPElfe.NEW JERSE-f 07054 CA EOUk PL94 c1EVA71ON HV MALE.."T" LOCK CENTERMATE 4.566N LOCKER FOR 'T' LOCK CENTERMATE O1JA-IFIED FOR USE W/ H11 BLADE rI)ONLY q�g. HV FEMALE -1- LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK E 6 R QUALIFIED FOR USE W/ HV BLADE(1-ONLY QUALIFIED FOR US" QUALIFIED FOR USE Vl/ HV OUAI IFIED FOR USE W/ HV ELADEr.1)ONLY BLADE Q)ONLY. 6063-T6 ALLOY 4`',:) Tr.V-r-R 663-T6 ALLOY AND TEM-=',. W/HV BLADE TIJ ONLY. 1.9 17' r *0 3 OR .4 �� .214• u:j .G63 .062' .214' °• { 2. KEY MNDFR .545' Lj Iq HD CENTERMATE W/ NO LOCKING ROD 32 HD CENTERMATE W1 LOCKING ROD 2 QJAUFIED FOR USE W/ HV BIADFQ)& 4,A) QUAI.IRED FOR USE W/ HV BLADE Q,& UA.- 6063-TS ALLOY AND TEMPER C& HD CENTERMATE'S INSERT 6063-T6 ALLOY A.!.0 TEMPER VARES, 12'MIN. QUALIFIED FOR USE WZ HV BLADE�fj'& c!: /4 -1 '0-20 S.S.OR 3/8--16 " 6063-T6 ALLOY NO TEMPERR ACETAL THMJCREMS. f CYANDER (SEE DUALS) OR KEY Mi�' CYLINDE .55 ($3 LOCKING 1301),L HD LOCK QUALIFIED FOR USE W/ HV BLADED P6 -3 W Z4" 0-20 AISI .304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-TG ALLOY AND TEMPER ACETA .4 95,LiNsTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS '5JERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D& CA D QUALIFIED FOR USE W/ HV BLADE LED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED Fq5%%UM.1Wq)jy BLADE 1 10 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' . P,. I I Lijr 2w5 EksTERN METAL SUPPLY,INC. .......... BERTHA HVTM* A.S.S.A. Accordion Shutter System KY. MADE#1 W/OR W/O FLV.WNDOW MADE Cc TESTING & ENGINEERING COMPANY American Shutter Systems Ev,N DESCRp'nos DATE DRAWN BY: M.L. z TILL! Q3555 N.W.36th.St.,St..305,VIRGINIAGNUXNS.FLG�331N Association, Inc. 4/13/15 Ph-: 305)871-1530.I-:(305)571-1531 4268 Westroods Drive 2 DRAWING No ........." e-mail:IJIL-C.d.— West Palm Beach. FL 33407 3 15-085 EB-IOM of" li 101#11111.% WALTER A.T1LLrr J,P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA UP.f 44167 S SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR -- T H V I H V L HV BLADE 1 41 40 , —r I 1 ro a jar - �szs , Q1 ®- HV BLADE IA � ji J \II i%'' I ry VNIDOW GLADE 0625' -FIN x-Y i ® HV LONG RECESSED NYLON EUS.-:NG...-- --- --1 z CLAD-'-- I 1 ,•0 C-Erni I .`o- -157-' Y 309 FPV SHORT RECESSED NY-ON EUS-i!NG �� 3� ® HV N-LON HA.- WASHER - - -- --- (DOR �1A LL~ I I i FLAT PO:MONJ -- 'Vr' rn. : ##pFi I =a=sit.- _Fav ��• 41 M: :;HEEL CARP.•hGE ASI 302-303 SERIES X / azsT'c' 'X C3 I .-..�1 2.E;0"x3/16" TH'CK NYLON WHEEL. 3 �• 2 7/8'M:Y.I ! �.�-.,/` �1-v walro,t i 0.1.58"0 AS! 302 SERIES S.S. R'V75 CLEAR a3.0c ' .-_'1..__.... . r_PA ATiCN I '•s3.750a' ® HV 1 3/4" ACCORDION FR' W/ #'6 HEAD * EXTERIOR I�' -,I 1 I e:�5 � 1 ! ± 4' o=,zs' L_ L'_ L' a'EKNGS 5S h v. L'8 - E i a c u - i�-�._, i 1 cN cT Rs .7scc' ©3 IN 2. 3/4' ACCORDION: PIN W, r8 H_AD 1. _-_i..- Y i 41 _D=o I'i ® POI_Y,,ARBONATE IY?ACT P,ESlSTANT HV YG`7OW' i r -� T i ie �s �s 7 i i rA,�s TYPICAL HV WINDOW BLADE 1(oA> AND �_.. POLYCARBONATE HV WINDOW DETAIL ID I ; 2399 3 (1 1 OR ® i' 47 or 43 -- (S — (SEE NOTE FOR I I ,7 1 REQUIREMENTS) ji, jJ(DOR 9 I I '� :POLYCAR30NATE IMPACT RESISTANT-I=V WINOOS'7 \• BAYER MAKROLON 3103 POLYCARBONATE i F, RESINS, UV-STABIUZEO GRADE OR SAB;C 12'IA:N.FLF :.c .^I Cl) 'P,^,I'N��REQUIREMENTS AT EXTERIOR BLADE KNUCKLE F FOR Y 1 - To J!N.eo M IMNOVA IVB PLASTIC L.EXAN 103 RESIN HV 01 OR (SEE ^TOTE 'F_ON SHEET 19). (1) FIV Ply @ SHAU ALWAYS BE USED Al ALL EXI ERIOR 3� y�c ; BOTTOM KNUCKLES OF HV ACCORDION SYSTEM! W/ HV 1tD or N ' HV GLAD EXTERIOR POLYCARBONATE SOURCES FOR 44 TYPICAL SHUTTER ASSEMBLY "� �' Y.T.S. ^/'� M10A1 P.Y.PEIEI:T-,-, STAFd.MAO evu _ 'HV PRI O2 aR�9•V AT x�r,mlcE tea/ (2_) HV PIN b MAY BE USED I'' LIE-Di OF ® AND ONLY A- ExTT_RIDR EXTERIOR BOTTOV KNUCKLES 0; HV ACCORDION SYSTEM Y1i/ -IV 0 eo.az;._ KADE'S KNUCKLE. eLCsre < co 1^ (SEE NOTE FOR S-MLC 0PA•,1Tr AS,0+93 02,3 wt.' 0.343:6l B 4D_ '1VHEti CORKS OND: TO I\S'A'_LATION 11 SHEET 7. 0 Q { r REQUIREMENTS) �E r�STRNG H Ally e:32 9,400 P.;. 9,500 P.xl. � FUXJRAL SRE]iC-N AI RL0 ASW 079. 12500 p...:. 13,4CO Pai. (3) HV PINI © OR CJ W/ 1/12" O.D. 1/16" THICK S.S. WASHER 0 r DNRA 40Czu9 Am 079 x0,0m P.a. 3 s,acc P.J. SHALL BE USED FOR DIRECT MOUN- INSTALLATION' PER DETAIL X, `8�pr 5 III I; SHEET I O \ i N0141mC coo 1; 075e 15 FT-m,� '7 r-ate. WHEEL CARRIAGE DETAIL v4oRr DEN . ASW DZ&3 472 x °4.S x W. N-is. ASSEMBLY LAYOUT RA,E OF eLSd ASIY 0635 c-1 CLAS C-1 CLASS N.T.S. 'SCT CN0x1N A511 01T9 1040 T 960'G tYF.AT ASTM GIM TENSE SMENG H Ar"T'A,FJPHUrM AS%6w 9302 Pa+. 6810 p.a.:. ;1i HV BLADE SOLID & - HV WINDOW BLADE DETAILS '�4-STRESS°�""�"�°"° �° °`°'° °°°' N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone lil i _ 0 2015 EASTERN METAL SUPPLY, INC. V \A EN. ' . BERTHA HVT,.I L E C O N A,S■S■A■ Accordion Shutter System ` H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE J1AAmerlcan Shutter Systems m DmRiFnom oaDATEDRAWN By. N.L `E7(1 TILLIT TESTING & ENGINEERING COMPANY TE pF *S 6355 N.N.]6R SL,Ste 305,NdGINw GARDENS.FLOR OA 33161A3soClotion, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 �'• Ph— (305)871-1530.Fax:(305)871-1531 4258 Westroads Drive 2 F' ORIDA ��.� P-07:mteeooOm.PPm West Palm Beach, FL 33407 5 DRAWING 0°85 0N ..ENQ,;\N`��` WN Tai AEB-Dn0WT1Jr.P.E. 4 7a/ to FLORIDA Lie.P 46+67 5 SHEET P.E. S`twI/�3 aw#URE/DATE 6 4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES: A e N N 5 T U ( 1 r' � � � I �g:.(�'a',�g�•ISce.�7 1.MANDATDRY CONDITION 151 ONE HV LOCK�or@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN i ,i I I OR 12'ABOVE OR OVI 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY 1 ELEVATION. HV LOCK�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.A-MANED TO f OR Q ^ I CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATON 0- LOCK STALL BE AS ,INDICATED ON ! V ro�m I I i 1 TYPICAL SHUTT-eR ELEVATIOt:. I JSTF r ca=�-: I 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURBY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK-CONNECTION OF LOCKS TO CENiER.VAicS v ! I ! I 12 F OR g'SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHR ELEVATON. 03-NVB If � I I V H -HV 3. V! D ONLY*]EN Mr) RY CONDMON#1 OR LIMITED MANDATORY CONDITION -! ! �z• d 17 C /(WO H.V. LOCKS)• LOCKING RODS ARE NOT REQUIRED AT URRZ&NE POSITION, BUT MAY .1 L6'oB'Sr0 cF'4, 'S-l�,wBE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS OR AN PLTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDITION-JL.CNE HV LOCK�7' r SHALL BE USED AT CORN:R CENTERMAicS FOR ANY SPAN AND INSTAll-ATIONS AT ANY EIF/ATION. HV LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"0-20 x 1/2' LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS u`a x3�r rjrc i I AT TOP & BO OM SHALL BE USED. LOCATION Or LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.- I� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. II I 0 I a� _ II ,.-I• - I o�3VOos I i �SSu OR�2: ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR AVY SPAN AND ' 5 -� Q IN ST TIONS AT AVY ELEVATION.ALTERNATE LOCK� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACH6IE� U„Sis�+ � � OF 1/4"0-20x3/4' S.S.THUMOSCREW TO OR CENTEf2MATE5 SHALL Bc MADE W/1/4'0-2CK3/4'ALUA1. I oe� RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 0: SHUTTER SPAN OR 7W'0 1` / li _�= n i, � i i j _"; LOCKS AT 1/3 OF SHUTTF�2 SPAN: 6.u!NOATOI7Y CONOfnON f3 FOR KEYSTONE MOUNTING INS 1e B'SFXL BE PO'c• ONE HV LOCK� or�or y USED AT 1/2 OF SHLITTEP. 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 6 or 0 or @ MA! BE USED AS AN INSIDE OR I OUTSIDE LOCK. ATTACHED TO Q;or g SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2.' LONG FLAT HEAD S.S. SEE ENO I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/(Sj[' CONNECTION (�L `"'35' OR @ TOP MID BOTTOM IS COMPLETELY MANDATORY. D_TA:LS ON D f E N I J K Y N� �' 1 P R V w X I SHEETS 13& I ,i — 18 TYP. FU1 _ HE!+yT. II X35= *NOTES ON HV "T” LOCKS AND CENTERMATES: �,---- OF COP,`i'ER 1. SE=COND ALTERNATE TO MANDATORY CONDITION ft VALID ONLY FDR HV'T"LOCK AND CENTERMATES 0 AND CEN-ERM.ATE ONE ALTERNATE HV 'T'LOCK CTB MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR 0 FOR ANY SPAN AND a!'u'Jca rn�l 0.•;I 3.� I STALLATION AT ANY ELEVATION.ALTERNATE LOCK®tAAY RE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMr7•f'T. OF LOCK&INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 1 0`•1�o'�y•V;a+i`�1.! 1 a+ ------- - CONNECTED TO CENTERMATES®AND�91 W/ 1/4'0-20 x 1 1/2' LONG 5.5.THREADED EIOLT W/ 7/8'0 x J/32' �7 1 C6; C 18 w WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'0x 5/8' R'VNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' L,)• �L�j /��' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS S:1 TOP AND 5070M IS MANDATORY. i l5•(IB.OB,.1-tib I@8O OES 1 EDF _- ® C8 C9"C3 W Cs's 3;.5g *NOTES ON HD LOCKS & CENTERMATES: 1• FOR : ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL '1) HV BLADE SHUTTER ELEVATION HV LocKS OR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNIATE HD LOCK X34 MAY 8E USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCKi�j4 TO®IS W/3 f8 x 3/8'F.H.S.S.M.S.,AND INCLUDES RENFORCEme,r INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HOC-HVC,SHEET 10.LOCK MAY BE INSTATED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @IS co11PLETELY OPnONA_ FLORIDA BUILDING CODE( on High Velocity Hu,ricane one I[�/,!,,i- ©2015 EASTERN METAL SUPPLY. INC. �'NCENSF'�9 A S S A BERTHA HVTM Accordion Shutter System L ECO N c. ■ ■ ■ ■ KV. RADE#1 w/IDR W/0 KV. WINDOW BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y OLS 11-19 DATE DRAWN BY: M.L. o' STATE OF :'�` 6355 N.W.3618 SL,Ste.305.VACDM GARDENS.FLCRXIA 331 Association, Inc. 1 OLD tt-192 </i3/is CtT�• a/13/is '9'iPhone (305 871—ISM.Fox:(305)871-1531 4-268 Westroads Drive z ce R`'•.. SRI a DRAWING No -yes:execo0ool.com West PcIm Beach, F_ 33407 3 sSjOPIALIE 0N`; WALTER AE13-4�MJT1Jr.P.E. . 15-085 P.E. SEACiGNflYUXRE/DA'E FLCRIDA Cc.I"157 5 SHEET 6 R OF 70 ---CONCRETE AVCHORS POURED CONCRETE -- POUREDPOURED (SEE SCHEDULE ON OR CONCRETE BLCCK CONCRETEcREF- S 13 REOJIRED / 7/4'0-20x3,4"S.S. R N REG \_. REQUIRED \ ) -F CONCRETE ANCHORS i MA:H!NE SCRsc AS _(SEE SGHECJ.E ON W/•/4'-2^ 13) r' 17 18 0�5A c E(�va_rr c�Z cN s_:-r, / / / i s-s t 3) Nu_ ® t z G.G. (SEE sc-�a ON s+EET /, / / / '1_ ✓/% ,y�/ �I. _li; /4.0-20x3/4-S.S. �.._1 , Y_/._.__ '-EO—EO MACHINE SC:EVfS / US'NG 1 4'-20 NUTS 19 I I•r// ' i / 1 / -_ I 0 12'oC. E.I.D. //� / I' I �Sr,'M.- {t - 1 -"�OR 5 t 5• t+- /Y —f D --.- N r E D a i -% U .250' 240 / , ;; 1,tax. . taws(s= 1 ON_ 9. M N.SEPARATION TO G�5 -'11 FOR aAx rxe i1•'DP, 7 EX:ST.NG -- oi Sir.19 FOR —' I _ —--;SEE SCHrOU'= C. 5`Ii:ET• X snN5 c:Ls ) -+-t'E.1.§Jl t i \':`i. SEPT:.tRO.`:TO GLASS GLvs-- t (s-scriimu's o•. sHEEr 1T) -- -- -- --' A; HV WALL HEADER INSTALLATION --__ • . — —— - - �' J HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KE(STONE ff l EXISTING 7 ._—_—_- '_. ..__ MIN.SEPARATION TO GL4S'.-orf, -(SEE SCHEDULE ON S4EET 11)— - Mr.SePa'vlKel ill. SEPA.W,1°s TO CLASS (� EwsASS `ttwRSAX r - (SEE SCHEDU'_O`:SHEET 1I) I I CLASS I)- CN SHE-7 is FOR ( - , t . i t9AC� s 51 = EXlsrr.G VE -1 / / , GPncraL r ' CVT:rrA: i I Ir/' 13 15 ii• / i _E,91,/ Il' ;� �/� ii ii I }/ //2—f.. .. \�--lg EQ 15 .. _ \...1/4'¢-20x3/4'5:5 // M::. I %-�7 I -EO i EO- PHILLIPS TRUSS HFA IIYr' // 1/4'0-20x3/4'S.S.PHILIPS I - (8 MACHINE SCREYin USI%G 11�'�1L-_.-_ COr:^.REF_ANCHORS _ .TRUSS HFA MACHINE SCREWS � --/- --CONCRETE MICHORS I 1 7 ca 18 - E SCH70U!E aN 7 F 1 %1'_ 1/4'-20 N;lTS® 12'O.C. T .(8E W/ 1/4'-20 N�O 12 O C. (SEE SO-EGULE ON SHEET 13, /'�/ A'i POURED CONCRETE SHEET 13) POURED CONCRETE�7 / / ! - OP,CONCRETE BLOCK CR CONCRETE GLCCK i/_1_.' WALL REWIRED ! / ty9KCREL- Ar7CHOR5 REQUIRED (D� HV WALL SILL INSTALLATION (SEE SCHEDULE ON F 1 HV WALL SILL INSTALLATION POURED CONCRETE__-! SHEET 14) �l OR CONCRETE BLOCK WALL P.EOUIRED v HV WALL SILL INSTALLATION NOTE FOR ,�"�'NAT°N°F SEGP��' INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E. 0. = EDGE DISTANCE `, ASSEMBLY ♦ SEE UI.IRAnONS OF USE FOR H Y B LA D E 2- MOUNRNG S'cCTIONS CAV BE COM3iNEC (SEE 57ECIFCAT.ONS ON SHEc 13) BADE 1A ON SHEET 19 IN ANY WAY TO SUR ANY INSTAl1A710N. ' utuHTrl FLORIDA BUILDING CODE(Han High Velocity Hurriccre Zone O 2015 EASTERN METAL SUPPLY, INC. \,�CENSF `/9''�s, BERTHA HVTM L E C O N A.S.S■A■ Accordion Shutter System * _ RV.BLADE#1 W/OR W/G Kv vnwvVv ELADE *_ American Shutter Systems EV.N DEsc:TlPnoN DATE ORA'NN!n: M.L a SAT DF :�Q` TILLIT TESTING & ENGINEERING COMPANY AsgOCTatiOn. IAC. t OLD 11-192 4/13/t5 DATE 4/13/15 �'•, 63M N.W.W6 .St,Ste.365,WtGMA GRUENS,FL6RG 3316 4268 Westroads Drive z Prone (305)671-1530.F9x:(305)871-1531 DRAWING NO '�� e—mail:Iilteco0ael.— West Palm Beach, FL 33407 3 s'' EB-0006719 15-085 ,BONA n��`��`` WALT-_R•A.rLUT J..P.E. 5 SHEEP P.E. SEAL iU"TURE/DATE FLORDA Uc.4 44•x7 6 6 OF 20 POURED __._CONC-lE AVCHORS _ i-_._ 1 OR � �(� vN.2.�uta: ! CONCR-_T_�, (SEE SCr'Ep JLE Os S.,__T I*; te HEDULE a( ' JxS(��' -g r-U:SPr:G �J r ms`s ! 1 i:.'I.RE7 \ It FOP.EgAL�'PIrxJ 2 G�tS--I '1O Ile ON -EXE CF S1A aJ SQ t3 FDF. N.roFD '�' A<PL;�_ LXiS,NG �a® (_� - J GLASS-% �_ scar n1 1 _ �,//% I r// // j• / i ALTERNATE-. i 1 i i I h'CHCR \ I 1 i I ](IST tiC LCCSTON 1 i t(....'i j_ r;1C.3/ HEX WASHER PEAL) I I // LE T 1 1 t 3�v i e1v-N. E7-Z TEK SCREWS a 12'O.C. �' sva GP corlcRE,r ANCHCRs // ' / 1-7 (SEE SCHEDULE ON SH—i 13) � h'P IC3 ECCE OF--!/ //Iti 11/� j� ! ��/��•��' /i/ EDGEE OF SLP'-I: G LASS SI 45 IF i// 1 /1�2• / ECCE OF �/ I/// i% A?P-CA?LE 1 I / / / Sq9:F !%_.rI ...-i 1.i._._!.__. .�.— i O IA�.al {" -c =_0. - / �// // ��=C>3? _.._ POURED_ ( F..Ear TO aATi(D:-s „ �. � / POURED / I FLAT- L CDNCRT rY HORS. J 1 FOR ai srs / /i, / / / CONCRETE_i (SEE sc_rr�ON SHEET t,) u rT:R HI[6 9Na i-.. POIJREC-' .G / U'L.. _ 1__ _ --.c0'JIREC i REO::iftED - IN 5rw is FOR -I• - - 11)OR 11y CONCRETE I ,_FLAT HEAD CO:NCRETc h\C•iOHS XXES T'sI —.E. 0` E. (SEE SC4EDUiE CN SHEET 14) n .TRENCH INSTALLATION Vo ONLY FOR UP TO +70, -75 PSF A.S.O. I)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATIIIG & FOR SPANS PER HV CEILING INSTALLATION HV FLOOR INSTALLATION t SCHEDULE#3, SHEEP 11G' i ^ t79S7NC 1O aA.S CONICRETE ANCHORS cIAT NN.ssno.¢a: ..__.__ 1 SEE Sr.HWUiF ON ' - Lx+s!¢r 1!) ro RAs --— -- !' - ( - I/4"D ITw s obex TAPm x/ I SHcc 15) A0VANCE7TFFEADF08M Q- E%ISTINS i ExiSl'I. GLASS--;FXSTAC .. _...— 1 __ ._- TECHrx OR CR 1 4C POWCRS RS W/ C'ASS GLASS 1 .N.sv,Nulxn ro c.Are t _-..._ // I 1 r FxsT[TFSS TPPFFR+R1tCt;aS W/ MAx. ON- =1'J "� 4N.SPIFA.ON F Q.6 / 1 1 1 3/4'Mt1 EMOEDNETn O 6' C.0 FGA L'P TO 6'-0'SPIN AID D 1 i 1 ,I J 4.O.C.FOR SrA\5 IP7G01 TWN 1 t 1 1 . - / 1.} rI: 6'-0"UP TO 0'-0'NNL AFRI—' II 1 t I I //% r/` ♦ / �J ITAAUT AT EVERY FASTENER IfAO / a .1 1 - I I I MAX. ./1 / / j' (m.)(SEE Nm2 tt at sL�11/�, L... 1/2'„� r�.rR LMRATT 3/e• _ .. V CR �$ ��i i I 1 -J 7f 10x3/4' Hc7( -�rj.i' / I.. __ _-�MAX. ' v /l I e i i i -TEK WASHER HE m>r.s.v.A.v�— O.C.SS j 14x3/4" HEX HEAD 4'i :1�3Iz•/%/ I r.I-� � i 1 3.8•� I`-' ;:1 _ i:1 _L � .I .'•�.�: , ` !/4'a-xDJ/4"55 OS TEL(SCR-chs 0 9"O.C. ,�6 •�7 1 �/ / / t/a' l- 1 w1Nc 1/4'0- xc NUTSs CGNCREA,.CiCRSGR 1/4.0-2C S.S.M.SS_E SCHECC9 9"O.C. Aax '51 o ix"G.C. VJ/NuT 0 9"O.0 SHE : / /; ha+cR WA`TR.V C .%V7eR 8 I / E:GE OF % j \ I__.� •1:• E.D. 31 sa) SLAn'IF / /�.. \ \ 14x3 F.H.S.D.S. MIN. 'i/ 1 L. .t'_•J' - ! /4' Pouric Geis 7/E'-i- p?-KCAL--. .( t. ..A.i._._ '\ 9 9"O.C. .;_-__ FSFNAE7 / i� `• S -COriCP,Ec AM_FORS �-rE N�t 13;6) 1 \ 1 U / POURED CONCRETE- 1 (SEE SCHE301 E O4 GH SHEE1 1 "SEE r10 a 13(t) I .`. ,(•_.�... E. /�...i!�. �i ) POUREO CONCRETE_-' OV SHEEr 1 __--.J'�i• S / - 0� /-/�/ �__- OR CONCRETE B:CCi( SHEEP 1a REQUIRED OR CONCft E BLOCK �, DPrG>u— POURED REou'REO �KEYSTONE MOUNTING INSTALLATION CONCRETE—. L K; HV WALL FLOOR INSTALLATION (L) HV WALL WALK—OVER INSTALLATION N SS�R�WAm W-o'aE+61,-72 peI REQUIRED CJ,' HV RAINGUARD INSTALLATION t E. If).jF FOR MIRINATTON 0=SECTIONj: REMOVABLE WHEN PERFORMED D.=EDGE D'STANCE SEE UMRAl1GN5 OF USE FOR 1-.SEE SHEE 4 FOR TYPICALS„OTTER (SEE S?C1PiCATGNS ON St1EET 13) ADJACENT TO AN OPERABLE Fxn ASSEMBLY OR ENTRXIiCE BLADE CGN SHEEP 19 INSTALLATION DETAILS W/ T HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO BUT ANY INSTALLATION. FLORIDA BUILDING CODE(Nor. High Velocity Hurricane Zane N. f1(( b� @ 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM fTILIC O n�. A■S S■A. Accordion Shutter System EH.V.(MADE#1 W/OR W/O KV.WNXW RADF �r: _�9p�//J American Shutter Systems uESCRIF lam DATE DRAWN BY: u� -0'• 'IATEOF T11 IT TESTING & ENGINEERING COMPANY Association, Inc. I 0(D 11-192 4/1J/15 DATE 4/13/15 6_59 N.W.36M.SL,Ste.3h5,NRQiM GARCaxS.FLORIDA]}I6 4258 Westroads Drive i anoRe:(305)871-1530.Fax:(305)E71-1531 DRAWING No C�•. \� a-RaR:urce�RoRaI.WR West Palm Beach, FL 33407 s ''/'/III//Ise•/./lY�i�-'L1�SSS�`` 'HALTER A.TILL Jr.P.E. - 4 SHEET 5 EET P.E. S�StySlu"NA�UFLORIDA L:e.r RE/DATE x 6 7 OF 20 -1EE END WALL CONNECTION DETAIL2 ON SHEETS 10 18 F-T-- S-!,ETES On LCCK,NG RODS® tH LOCKS Q cr oUT 5 ; � IN -f' - EXST NG GLASS HV W1 1 HV *AND ALTR`i47E If/LW4®ON SKIT°. BLADE SLAC<DEML,'VF VALiC Fa.,ALL BLADE W HV CENTERMATES RVArES APFUCAT.aN RT:3}L= 1 OR SEE END WALL CONNECTION 10+ 5 1 1 ca L-•ss DETAILS ON SHEETS 10 & 18"-! 2-moi,/e'xC'-2' ; ®+®°x O+OcR 19+� j 3 1/4" (6663-T?AciCY) —_._._.�_....._..— r .... /-•—.... .._.. —___ ._.._—.._...-7• A:rG:E W'/(2)V�m TAPcor' ! I ! a, I OPPOSING - /2• ©'® SYMMETRYCAL Ar:cic( 7o OTTOM)& i i CENTERMATES CENTERMATES (rCP/6orrau)q ! I I' %I i (s i o.,/z's.Ms.ro rus_1 i I t cIDxS/4'FLLL 0 HT. 1 o, 1/2 To CLASS AT EACH ANGLE_ I /r O.C.�uL1 LENGi-. i W/ HV LOCK 4 or ,,5 I (Tri I N! HV LOCK �4 (SEE SCHEDULE I I ` 5 / _- IN I _ i f � I I I T I I L I I , O 1 I�u� 2cii - —- — -—-. —T- - --0 -- HVQ NMET7 OR HVA HVB © ®« POURED a --EY;571hG GLA55 CONCRETE ODI.00K YGLL —ExsnrG @.®a 1©'®�®•©� __ 10 R Pa ED / �J — - i GL�Ss SYMMETRICAL ^* ©•07 +©`"v«Q ®w {-- R it j�� I�! MIN. SE 21TION I �` Ea'S'!Nr ., ( CENTERMATES* ---..-.-- ©, ,6-�Q @-08 ,�j x ro Gess r 5�.... W HV LOCK 6 (sNE SCHEDL)) I * I .• 1__— �� OPTIONAL o>i sr;EST 1,) LE M!N.Sr3A.4ATIC6'..• 1C/ � ��)S�`_. _---.____�ti�='R'OR) _ TO GLASS ` `-� `�" _ I i ._ _— _..—__. _ I �•• (SEE SCHEDULE C IN CFTONAL �• C% _._._ ' _. ca© +® ON sf EE ,) \ (NT-ROR) 5 i' 6 o.c TI/ 3 VARIES I 4' ��m O U T L---6 ,/2 MM.SA K i HVD oUT (EKEROR) HVE HVF** FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 10%Ji11111ii1 A// ©2015 EASTERN METAL SUPPLY, INC. I/ i�C%TV•,� BERTHA HV RI ,SEP, _ p S S p Accordion Shutter System H.V.BLADE#1 W/CR W/O KV.W1NDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems MY.M4 DFSCR'TIDK DATE DRAWN BY: N.L. o'• F a;2 5353 N.W.36th.SL,Ste.3C5•W,gWA CARO .FLORIDA331 Association, Inc. 1 OLD 11-192 4/13/,5 DATE: 4/13/15 STATE O Ph—:(Sos)871-!530.Fax:(30518]1-,531 4268 Wastroads Drive z DRAWING No °- ®6aoae®19�^ West Palm Beach, FL 33407 3 ppC ,i�AAFS'S,TJ••••••.(`��j``�� 'HALTER A.TILLIT Jr.P.E. ` SHEET OC35 P.E. ;L/� �1iC}FZE/DATE FLORIDA Lit. 44!6] e 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK PO,. HV MALE FEMALE "T" LOCKS CENTERMATES 8 R & LOCKERS W M HV BLADE SCE END CONNECTION DETAILS ON SHEETS 10 18 INSTALLATION n HV BLADE ouT IN '`� °� W/ HD CENTERMATES Gi Ei�3 �i I BtA.'.E�Bucx 0 4.H,F,R�DI-aTEO Ct.ShFT B. AS NEL AS U.V'v9TAi FLOA17\�BL' (�OvA'L Ft7C iN. ©a®�©•O�'L°1,O°'lO•�" I.NCf�1TEO Cti 1H:S SFc-_f.4AY EE L5E7 N:TH Tr^u XIE�\! I1D•®�©•®w©•®T INSA:SAION Dc AL HJG SOWN IN H5 5 ter. 1 SEE END WALL CONNECTION_.--; ©•O•®"©•�•�" DETAILS ON SHEETS 10 &.1R ©•®w©'�a'� ©� I (fG6]-T6 A1C7 114 ' In^L'N/(x) :CN /•. `w' - 3S 35�...._ u:o-Rs.7 CCNCREIE I�. i.. # (c.TIGsAa ; (4f•o.1/x•S.esror t.3/4•s.Ns.e 12- _..___ .._. .. ... -----------.. .... ..--- ----' --1 .._..- ---- ----- ----- - - ---'---. r. : O.G.FJI:L:i0-:. .. __T'_.- i v I f 30 IHV "1(' —' (4)HJJ. _ --T �� e H.v. 1 vi..s Aan-ul �i $ F �* i N ,.>(rL I - enis 1,ws l 3 LOCK (INSIDE) 1 �1' �!\5 'N -- A---- ---- ---------- ---- - ------ - -- -- _ Cl , 35 LOUT (� J �i O + f35 _ J O 21 33 31 aR 321 31 oR 32 31 on *sEE Nor_ 1/4" 0-20 x 1 1/2" S.S.M.S. 4 --35*.._ _. (,• ,AL) 7•L',-z".ON SiEEi 5. * W/ 7/8"0 x 3/32" WINGNUT. (o no,aL) DB-HVB LqUT l HDC-HVC 0i0 HV "T•' LOCK (OUTSIDE) ' 26 M METRIAL HD CENTERMATES SYMMETRICAL HD CENTERMA ES } HVG* W/ ��' LOCK (EXTERIOR] V�P. LOCK IN0 TERI I SEHIS 9"4 ALU4NJV (2024-T3 ALLOY)LARGE FLANGE THIN a'.�, 6• 7 8 10 SHEET MJt cs 7.PART 1 0820. AS WANUFA=RED BY A40EL CICFZfl' /.-10 �'©•®w©-©w PQU:PPEN'.,NEW JERSEY .7054 OR Evu. Q`Q•©�O O•®a 30 -- -- 10 #SE NO cS ON OC WG R6©&NO®IOOC'Lti v41 FtnAnvc B1ASE©cETeL Neo-H.0 s ( vA�o TCR ALL CEvrtFLAiEs APlunnas wr H MACE OO HDD—HVD** FLOATING STACK 11t11F FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC_ �\V, NSA( `�9% BERTHA HVTN A S S A Accordion Shutter System H.V. MADE#1 W/CR W/0 H.V.WINDOW BLADE American Shutter Systems .N OESCRWMN DAT, DRAWN BY. M.L.TATE OF 71LLJi TESTING & ENGINEERING COMPANY 6355 N.W.3G@.SL.Ste,305,VWGIWA GARDENS.RDRan 3316Association, Inc. 1 OLD 11-192 4/13/15 nA 4/13/15 Phone:(305)871-15M.Fex:( r. as B -1sr 4268 Westr°ads Drive z %'c4C'• 'G\ `� e-mcR:Glteeoonot.c ) West Palm Beach, I'L 33407 s DRAWING No IONALE�\ WALTER A.°T00W71Jr.P.E. 4 15-085 P. F ORon ue. d u1t7 5 SHEET E. fS9"W7` OTURE/DATE B 9 OF 20 �\ ---POURED CONCRETE OP. I J \\%^�-- - —POURED CCONCRE7E �� __ TOURED CONCRETE SOUR-n CONCRETE • /% ; / OR COt: RT` •�. __- e_OCK .:ALL RE07IRED •A _-___ BLOCK"'NAL R REQUIRED CONCRE=BLOCK'WALL j / __ _ °R CONCRETE --J\ _ �/ / REOL'REO I i' i / BLOCK WAL_R_°UIP.c] V / % \/ i� EO' r EX'SnSG Gass( , �...E-CSTINC G:-ASS f / I CONCR.r c ANCH04_- / EX;ST NIC GLA-tea . - --- '-'7 / / ` Ex;Sr.Nc GLASS j T3 MASS(SEE I I ANL SEP:AAIUI /• \RN.93'A9A71Cil SEE Eo, I EO TO r.ASS(SEE I / i' / cam• -AOR BLADE / / T°(;Las_(SEE I/ /' i�; I VIN.�AAFT:CN SC"_.lLl�Cr!9-FET 1/tE"z3"N.LY.--�` ON SPM 19 FOP / sC-WUE GI SEEP Iii S�EDLVE ON-10 GLASS(4j-_T / % 11 FOR E9-ADE DA`G (6063-T6)CONT. BLADES j)&® �l / / 1 FOR ENLACE OA\D I -_77 FOR BLADE DAA CN Sl F_-7 19 FOP. ALUV. CLOSER i .CP!SEEr 79 FOR 6 SFS'T 13 STHERE ID -- 3ADES(Ddo Q PLANE. (LOCATE 1/2. / T \ ECl✓� 7Q Sc p 1/2• / -- LTI STET td FDft ErH�R slcElJ `. 7—� I I AT E rER SIDE M'V IFI— +;2"tS. -__.—_ 1 -- _-i t.UsE 1"OF. ?.'t,SCC§10x;/2"S.N.S -J + 1/ _—_____-- (AS AFPUCABLE)z2"xI/57x2S.V.S. / �,.--.__ -9 tE'OC � C 16"O.C. ALUV!NUM CUP P,VG_j6063-T6 ALLOY) AT MDHEIG!i J (1) §10x1/2'S.M�. TO(D(2)1/4"D TA=CONS A.CHORS TO WALL AT 1"O.C. (LOCATEaT S= DETA.L X FCR. ♦ i♦ S.0c CONNECnON �OR ® ErIERSDE. DFOOi 1 ORdOR l�l -=DETP.^_X FOR_ OR ®♦ '� T.0 TRACKS _.--- -- ]SI}_CONt:ECT.ON L---_ I ©"®"©•0w® 10•O3 SE=DET.-%,_X FCR'• 4 :I TO TRACKS f 6 SIDE CONNECTION O �"L7O4O �6�I 10•®� ®rQ� Oa;�^+o ®a 10•®�© ©'©m TO TRACKS I 1D•®"©•�"©•©� 10 'x. ®'©©> 10•®'©.®a©.©„ -© 02 ©�© 07 ®' 1.p.�.pM©.�.®a O.O•©60.0 ��' O.O•©a0.O•®� ®•®�©-imp•©> B E 8O.®"®•®"�'�°'®.® O• 1 5 w O.O`^O.Os®•®O1®•® O.®°'®'®"�•O5"®•® END CONNECTION DETAIL 1� END CONNECTION DETAIL off®® END CONNECTION DETAIL END CONNECTION DETAIL _ ?. REOUR DNu•FOr7 SPANS GRENT:R niA! 12•_0• CONCRETE EBOCONCRETE OR - EX:371NG CONCRETE BLOCK YiAL �I / --ri(iSTiNG G'1a5 REOUiRED GL0.5S Q'9 /2-S.V. -L TO CLASS(SEE /� / ® 1E' .C. I2,_-___-_ -� L`c=_== __ / ( / \ MIN.SEPARt11ON Y / Y.1 E.OL'LE ON sF'E.T / / �. TO GLASS(SEE 1 ... j/ - ©OR®OR@OR j :I ._ Fl7Fi HaCE M:• C YOREf_ 1/2" KV cC,,�E ON _______.. / ON OfEr 19 FCR ANCHOR B _ ..__..._.._� BLADES Q& A , __�_ - 1 FOR FS 1Q TO 0CR)SOR(qOR(0 WtiCP.EIc/.., 12' O ,, SOP!SHEET 19 FOR ..� - - __ ___ r- - AIC40R •� / I D.C./ /0 �_._- _ __ I BLIES'O fc ___ ORP /I !/2"MIN. •� EO - -N_— ! '�OR®OR(BOR 2"1.1111. / /2"A!I.`,. ♦ SEE LIMITATIONS EF USE FOR © O ® © © VIEW Y / / ---------- / ;/' -- - BLADE 1©Ott SHEET 13 ) OR)3 OR i OR i OR) e OR ®♦@ PLAN OR DETAIL X ©m®�O O O�O ®r END INSTALLATION POURED CONCR%E OR - 6-7=8 10 ---- CCNCRET=BLOCK WALL --� 10•®A®•�©•©a REQUIRED HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� END CONNECTION DETAIL© gyp® FLORIDA BUILDING CODE(Non High Velocity Nurricarle Zone `��a•'��R A:TI��T.,,�� ©2015 EASTERN hicr&SUPPLY,INC. BERTHA HVTAI A■SSS■A■ Accordion Shutter System H V. BLADE#1 W/CR W/0 H V. YAP>DOW BLADE ¢�r)4-•� l`(_:'k= American Shutter Systems REVw No DES011PTION DATE I DRAWN ef: M.L. ITILLIT TESTING & ENGINEERING COMPANY STATE OF .:�S 6355 N.W.36L1.sL,slc 305,•rnDoaA DaTDN7s.F1nRDA», Association, Inc. 1 OLD 11-192 l/13/16 DATE: 4/13/75 9 Phone (305)871-1530.Fcx:(305)871-1531 4268 Westroads Drive 2 a DRAWING No /C••. DRi •'•\ a-moil:tiHece®ao!.com EB-aoawl9 West Pelm Beach, FL 33407 3 �'''nsJS��D,NALE�G``� WALTER A TILLR J,P.E. ♦ 15-085 P.E. Jt74L} ('A�fURE/DA?E FLOROA Ue.§4<167 s SHEEP 6 10 OF 20 SCHEDULE 41 SCHEDULE #2 SCHEDULE #3 NOTES: S. YAXIVJM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* iow.um SHUTTER SPAN*"L+" (k). FOR INSTA-LATiONS W/ 1-1. INSTAI LATION L;-:Q'NQ OR -L-- (ft) FOR DR "L-' (ft.) INSTAL CATIONS CONC%l & %NCOD 11)L+;MAXIMUM ALLOWSLE SPAN FOR A VtEN W/ ONE H.V. LOCK 0- or Mm & NANS pos97.VE A.S.D. DESIGN PRESSURE RATING. & @ ar or - INSTALLATIONS W/ P S G or, ONE Kv' LOCK or 0 or @ L-: MAX.ALLOWABLE SPAN FOR A GNIN NEGATNE -19 LOCK (S W/ NO 2OCK011NORFOODDOS(I om WALL A, 5: C O. 41, N, 0 p 0. AS.D, DESGI; FIREESSURE RA-'WC- W/ NO LOCKING RODS @ CENTERMATES W/ ONE HV 11-1 24ODS 0& MOUNTiNG K R. S, & V. LOC', @ W/TWO LOCKING " (SEE l,;OT-zS t'tf) (,2,� rp DLq=- To I)=-- V'XE MAXiMUM SPAN FOR ROCS & TOP & ROrE N OM (SEE NOTES tffl SH=ET 7) FLOOR/CEILING G, 1, j T, U, w & x MOUNTINGS(1`071BOTTOV) OR FLOOR/CFIU%'^.: CONCRETE&WCOD 045MLA-IONS 0 CONCR.=&WOOO CON MOUNTING. & M GrVEN A F-Ot MIrE A PA=- IN CRETE J)ESI�'N PRESSURE RAT NG. INISTALLAMONS 0 A.S.D.DEW.N' STALLAnON5 kS�D.DEMM &&D.DES-4 DETERMINE MAXIMUM SPA,% 'L+' FROM SCHEDULE. FiLR51FfiE WALL V-:)UN-ING F-LOOR/CEILING WXL MOUNTING -=S"G.N PRESSURE RAnNG. Rk�� F-,Wp/c--luNG Mok'Nuc'-' GWEN A NEGAT,,vE A.S.D.ASD& OETERM:,,;7 tjA)('.k1UM SPAN 'L-" FRCI.- SC-!EDUCE. 'LCCfi/Cs'U..'G Moutr'NG CR-1 1-T-R, FLOOR V.Ourr.NG MAKIMUM SHUTTER SPAN, OR FOR -TiV, FINAL + t+ 6) To L i t-(.'4 L+ Cft)- I L-ld; I 0ED MAXIMUM ALLOWABLE SPAN 13 EQUAL TO THE 161-01 i 6'-0, 16'-0' 30 1 16'-0' 30 161-13" 16'-0' INSTALLA*,qONS INTO WOOD SHALL EE LIA N BETWEEN 'L+'AND 'L-". 30 OR LESS f 6'-0" 105 p.f.A.S.O.DESIGN PRESSURE RATING. _k�MMU_M D--TERI,4:N--D SPA 16*-0' 35 1 35 14'-10' Cr.. 35 (3) IROCEDURE TO DETERMMAXIMUM SP94 FOR TO 13'-10' 13•-Io-—" —le-2" —157--2;- 40 1 _40 __15'-2' COMBINAMONS IN BETWEEN WALL t 4�5 13*-1' 14'-3* 45 13'-1 4B 3. HV CORNER CEf'.ER%kXr--#Z MAY BE USE:O AT ALL VII/ FLOOR/CF.11NG MOUNIINGS: 50 121-31 13'-1" IVOLI"NG INSTALLATIONS. LOCKIN3 SPECIFICATIONS 12'-3" IS-7* 50 1 .7 ---- ---- -—;"- 5,WLL BE AS INCICATED ON CONDITION #2 FOR A GWEN POSITIVE A.S.D, DESIGN FRE 5URE IV-11 -S 55 11-To- 11--10' 12--C 12'-I1' 55 1 V-10' ;V-10" #5. SHEET 5- RATING: NOTE 4' 1 2- 10" IT' 12'- t'1'7 1-0 DETERVNE: 65 W-5. IO'-T" Lt+= MAX. SPAN FOR WALL MOUNTI%,� INSTALLAVON3. 65 10*-10" IV-10* PAN FOR F1-OOR/CVIjNf,MOUNT"IG 70 L2+- MAY. S INSTALLATIONS. 75 75 75 8'-9- ttEXCEPT THAT MAXIMUM SHUTTER S-AN OR 80 • 'k , q.- FOR A Grr,,N NEGATIVE- XSX. D�IG4 PRESSURF 9'-SO" W-1 'L-*AND MAXIMUM A.S.O.DESING PRESSURE RATING FOR ..5 "-85""--—9,-6, 8-5 INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 SHALL BE LIMITED AS F0111-OWS CETERWNE: -3. -3* -ON- MOUNTING 9'-3' L I- CONNECTIONS TO KEY--ON' L— MAX. SPAN FOR WALL 610U4T,N:G INSTALLATIONS. 95 9,-0, W-9, 9'-2 95 LIMITED TO +64-72 p.s.f,AND 8'-0* SPAN. SEE Lz-= MAX,SPAA POR FLOOR/CEILING MC)uNT114G -a- `-9`--TiC'0 W-9, --�O—O 'Li4 -4- MOUNTING LION SHEET 7. INSTALLATIONS. —To5 -8;-�—7'-1 t. -1-05 FTNA-vAxi,%w?4 ALLOWABLE SPAN IS EQUAL TO THE MUM B--rWEEN 'Ll+", 110 1'-4� 7*-Y" 8'-7* g'-2" ........ 'L,-'AND 115 8'-2' 7'-3- 8'-4- 8'-1S` i15 6'-2' SEPARATION TO GLASS SCHEDULE -OU�-E W.TH FINAL WkKIMUM SPAN AND NEGATIVE ks-0. DEVON 120• V-11' (%) GO 0 ANCHOR SCHE ------- 11 ---- AILOWABLE 125 v-0, V-6, RA7,ING To DETtRIVNIE MAXIMUM ANCHOR ---.11- - PRESSURE t3C -I. iSO 7'-,9' 6'-5' MINIMUM SPACING, —135 WIND ZONE 135 7'--7."-. -C -- -7-9' STM E-1996 SEPARATION 140 11-11 5'-I1" 7'-7" 7'-s' 143 7'-5 A TO GLASS 7 i5 —7'-3 V-S. 7'-5* 7'-3' 145 7--l' 150 V-2' 5'-7 7'-4 7--6' 150'. 7'-2' V-7" 155 7'-0' 5-5- 7'-2- 6'-9" 155 7'-0' V-5" 1 THRIJ 3 160 6'-11' 5'-2• 7'-I*_ 6'-1- 160 V-11' 5'-2' 165 6--j0- 5'-1- 7'-0' W-4- 165 6'-10' 170 11-1. 4•-11' W-11* 6*-2- 170 4'-1 I' 6'-7- 175 7- ISO V-6* 1--6- V-8' 5'-10* ISO • HV BLADE 165 _5' 4--6' 6'-7- 9" 1185 V-S' 4-6 • --190 6'-4- 4'-S* 6•- 1 190 4 195 W-31 4S'-5" E 195 6.-3. 4 6 3. 200 '-2- - —- • LE2Q5- 4•-I* 6`-3' 205 l FLORIDA BUILDING CDDE(Non High Velocity Hurricane Zonei (c)2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System [71 LTE C70 i=ttc A.S.SwAw KV.RADE#1 W1 OR W/O KV.WNDOW RP4)E American Shutter Systems EV,N DESCRI"ON o1 3/ MLO.Y.I.G. TILLIT TESTING & ENGINEERING COMPANY I OLD 11-192 4/13/15 DATE: 4/13/15 Association, Inc. &155 N.W.36L4.5L.Stt.305,VIRGINIA CARDENS,FLiNIM 33IrA 4268 Westroads Drive 2 • DRAWING No Ph (305)1171-15310.F.:(305)871-1531 3 —41'. West Palm Beach, FL 33407 15-085 0 EB-MG67 9 4 WALTER A.TILUT J�P.E. SHEEr LOR0 411 . ....... 11 OF 20 E/DATE FLORIDA Uo. 57 1� 6 i MA1nMUM ANCHOR* SPACING On.) SCHEDULE FORA GIVEN MAX. SHLITTER SPAN, A.S.D. D SI N NEGATIVE PRESSURE RATING AND A C IRRESPONDiNG MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACINGDEGFND _ POUF CONCREFE SEE 31WNI7N05 A 61 C,0 AND DN StiEL7 6 POURED GONCREM BLOCK VpCON, OR (A)WALL H ADER MWNTiNG A WALL HEAD- MOUNfiNG 0 WALL SILL WNi1NG D WALL SIL OUNTiNG C& W,L'L HEADER/S_L TAFCGNI WFiH ADVANCED SPR{ W/ W/ ®WALL HEADER A!WNT{NG w/ W/ 4 MOUNTING THR:ADF03N TECHNOLOGY 00 ASD.IPSGN NEW-V PRESSME R47SN0 ASD.DE901 t1:GVI PRIMI E RAi91G ,0.OESNF7 18;61TAE Ffi.�.itE R•434 ASO.DMGN NMMF P R11d76 ASD.0EE6N IEME PPSSSLRE Fr*G A.S.D.tesma N9:VNE P$F1';i1rE RA.' W, ALL FOI\7S SOLID-SET 30 4016017 5 190 720 1600 2 5 3D 140 160 75 90 I2A 160 205130140 160 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 4C 75 90 120 160 205 30 40 60 75 90 123160 205 "BLUE. TAP 14 12 70 9 @ 8 6 6 14 I12 10 9 $ 8 8 6 14 12 10 9 B e S 1 6 14 12 10 9 5 8 B - 10, 12 10 9 8 1 8 6 5S 8 8 8 B 8 8 1-7 55 ---- TnF�J=-- 3-O" 14 t2 t7 9 8 '8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 10 i2 10 9 .6 8 6 8 t4 12 to 4 $ @ 8 6 8 8 8 8 8 a I.a 8 t} t2 ,0 9 8 8 6 5 14 12 10 9 E '8 6 6 14 12 10 9 0 8 6 6 14 12 10 9 5 8 6 3 14 12 10 9 8 8 6 6 B 8 8 8 $ B 8 6.5 14 12 1tl 9 8 8 6 6 14 12 10 9 B 8 6 6 14 12 10 9 $ 8 6, fi 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 6 8 8 8 8 8 8 e 7 t4 /2 10 9!E 8 5 4 54 t2 to 9 9 1 8 6 6 14 12 10 9 8 (8 6 6 14 12 10 9 8 7 (_ _ 14 12 10 9 8 7 5.5 - �--1 a 9 @ 8 7 5.5 4 4�-O• 14 12 10 9 8 a 6 4 14 12 10 9 8 8 6 6 14 I2 10 9 8 T8 6 5 14 12 17 9 8_ E 15.5 -_ 14 12 10 9 a 8 5 6 8 -8 B B 8 8 8 74 !2 10 4 8 $ {S - t4 S2 10 9 $�B 6 4 14 t2 10 9 878 6 6 14 72 t0 9 8 8 T- _ t4 12 i0 9 8 a 5 j- 6 8 H14 12 10 9 8 8 6 4 14 12 ,0 9 8 8 6 6 14 12 10 9 It 1 8 6 6 14 12 10 9 H a - 14. 12 10 98 8 9 8 8 7 5.5 IS I2 10 9 8 B 4S - 14 72 IO 9 @ 9 6 J5 /4 t2 10 9 8 $ 6 ', 6 ,4 12 ID 9 7,5 -1- - 14 12 10 9 7.5 5.5 - - E 8 8 H 7.5 5.5 4 3 APICNO� 14 i2 70 9 8 $ 4S - S4 i2�10 9 $ 8 6 35 14 ,2 to 9 0 0 5 16 i{ 72 10 9 E 7 - ^ 14 12 10 9 9 0 5 - 8 8 B e H s 8 B 5•-D" -- S?ECIFICATOtiS 74 I2 10 9 B 5,5 - - I4 12 10 5. @ 9 4S - ,4 12 10 9 8 a 6 5 14 12 17 9 $ 3 - 14 12 10 9 8 7 - 8 8 @ 8 8 7 5 4 14 12 50 9 8 8 4 - ti 12 70 4 0 8• S 35 S4 12 54 9 $ 8 6 S 1; 12 SO 9 8 - ,4 72 9. 9 $ 7.5 -T- 8 H 8 8 8 7.5 5.5 4 Oti SHEET i3 14 12 10 9 a 5.5 3 - I4 12 10 9 0 !B {.5 - 14 12 sm. s 8 E _6 14 12 9.5 7.5 4 - - - 14 S2 9.5 7S 8.5 33 - - 8 $ B 7S 6.5 4S 7.5 6•^0" 74 12 70 9_ 8 SS - to 72 ,0 9_ 0 8 4.5 - 14 12 B 8 6 6 14 12 t09 84 - - S4 12 10 9 a 8 4 _ 8 8 8 8 a8 8 7S14 12 10 9 8 3 - 14 12 10 9 8 8 - - 14 12 0 B5.5 35 Si 12 10 9 4.5 - 14 12 10 9 7.5 - B_ 8 8 _@ 7.5_ 55 4 3 14 12 18 9 8 5 - 14 12110 9 B 8 4 - 14 S2 6 8 6 5.5 ,4 12 10 9 5 - 14 12110 9 a 4.5 - - 8 6 8 8 8 6 4.5 - 14 12 10 9 e 4 - - ,4 12 10 9 E 65 J - 14 12 10 9 8 8 6 - 74 12 6 4.5 - - - - 14 12 8 65 5.5 - - B B e 65 5.5 4 3 - 7�-D, 14 12 10 9 8 4 - _ 14 12 10 9_ 8_I}I.6.5 3 - 14 12 10 9 B 9 6 - 14 12 10 9 6 - _ - 14 12 10 9 8 7 - 8 8 B _B e $ 7,5 6 t{ i2 10 4 {S - - - 14 12 10 9 8 1 4 _ - t4 t2 10 4 8 7 4 _14 ffi_ ,0 5.5 - _ t4 12 SO E 6.5_ -- 8_3 0 8 8 65 5 3S - 14 12 10 9 75 ,75 - - 14 I2 10 9 i @ 16 - 14 12 10 9 B 0 6 14 12 10 6 - 14 12 10 8.5 7 - - - 6 8 8 H 7 S 4 - 14 12 t0 9 SS 14 12 SO 9 8.4.5 - - t4 72 to 9 8 8 '- 14 ii 7 - - - - 14 ET 7 5.5 3.5 - - a 8 7 5S 4.5 - 8�-0' 14 12 70 9 5.5 - _ - t{ 12 10 9 8 4S - = ti 12 to 9 B B = 14 ,2 to 4 - _ - 14 12 to 9 8 7• _ = 8 9 a _a 9 l5_7 4_ *SEE LI.NTAl1ONS OF USE FOR 1< t2 10 SS - - - 14 12 10 ? 6 - 14 12 10 9 8 5.5 - t4 12 H5 3 - t* 12 8.5 7 4 a 6 8 7 5.5 4 3 - gsy7Oc ON S-f£i:t 15 t4 12 70 9 5 - 14 12 10 9 8 4 - 14 72 10 9 8 9 S4 j2 9.5 - - 14 12 9.5 7.5 4.5 - B B 6 F.5 - - 14 12 10 65 4.5 - I4 12_SO 9 7.5 - - 14 12 10 9 $ 13 9S 4 - 13 9.5 6.5 5 a 8 &5, 5 4 3 - - �.-D. S4 12110 2 3 70 ff5 { _ - - 14 12 10 1 9 7.5 - - - 14 12 10 9 8 - = 14 12 t0 5111 - - - 14 12 tO 9 55 - _ e a 8 8 8 8S 6 3 14 12 18.5 4 - - - 14 t2 10 9 4,5 - - - ti 12 10 9 7.5 - - 14 115 4.5 - _ - 14 11S 7.5 6 _ 8 $p7fi 4 74 12 j i0 8 4 - t} 12 10 9 7 14 12 /0 4 $ - - 14 T2 5 - - - - ti 12 8 SS - - - B 8S 4�.4 12 9.5 5 3.5 - - 14 12 10 9 55 - - 14 12 10 9_ H - - - 1.5 8.5 - 1.5 &5 5.5 - _8 8 .5 -4 I2 95 5 3.5 - - 14 12 t0 S 6S - - - 14 12 10 9B74 /2 7 - - - 14 t2 70 7.5 5 - - - 9 8 75 4.5T2 10 8 3 - ii i2 20 9 6 S4 Ok 3 - 14 10.5 7 3.5 - 8 6 .5 35 12 10 9 5 - 14 12 to B 0 - - 14 71 - - - - - 14 11 75 - - B 85!{ i2 7 _ _ _ _ _ .4 12 W - _ _ - 14 T2 10 _ _ _ _ _ OS 6 _ _ - _ _ _ OS 8 5 _ (_ _ _ _ 8 8S 14 I2 7 - _ - - - 1412 10 - _�- 14 12 10 - - - - - 14 12 Si- - - - 14 1210 8 BB_}7.39-0' _ _14 12 4 _s - _ 14 I2 10 _ _ - - - 14 12,10 _ 2S 95 - - . 9.5 S _ 4 1-3tl 12 6.5 - I- - - 14 12 10 - - - - 14 72 10 - - - - 3.5 10 - - - - - - 14 IO 7 - - - - 6 84.51 - - - 14 12 5.5 -_1- - - - 14 12 10 - i- -!- - 14 12 10 - - - - 95 7 - -_ _ - 9S 7 J!5 - _ - - - 0 7 4.5 35 3 - 12-0" t4 52 55 ib 12 i0 = =7^ _ - t+ 12 la - - _ 14 12 d = - L- _ = 14 12 10 - - - - - 14 t2 3 - I-_ _�- _ 14 12 to 14 i2->0 I- - T4 t2 tv - I- - - 25 95 - - -1.5 8.5i- - - 3.5 95 4.5 - - - - - 8 8 8 5 4 - -- [14 4 12 5 - '- -11!- - - - - - -_ _ - - `� HV BLADE OR M HV BLADE 12 - - - - 1- - 14 12'- - - - I- - 14 12 _ - - 9 4.5 - - - 0 6 S 6 B5 4.5 J.5 3 - - ~ 12 - - _ - - - 14 12 _ _!; _ _ - S4 t2 - _ _ _ _ 44 12 - 4i - 14 72 - _ - a 8 8 - 10 - - - - - 14 12 - - - „ 12 - - OS 55 - I - a5 B = - - _ - 8 6 5 4 3.5 - WHV WINDOW BLADE 12 - - I4 12t- -T- - - - 1{ 12 - - - - - I5 6 - T= - IS HS - - - - = e e SS4S - -12 _ _ _ - _ _ 14 72 - _ ._ - 14 12 _ _ i- _ _ _ B 3 _ _ _ $ B _ _ _ _ _ B 6 4 3 - - - . 12 - _ - - - - 14 12 - - - - - 14 12 - - - 14 9 - - - - - - 14 12 - - - - - 8 8 8 8 7S 4 _ -_ _ WORKINGiN UN(SON 7 - it S2 - - 14 1210 4 - SO 7.5 - -T- 8 7S 5 4 3 - - 11.5= - - - - - 14 12 - - - - - - 14 12 - - - 05 4 - - - 9S B 8 5_ _ _ - _ _ j4 1 _ _ t4 1 _ _ _ - 75 _ - 75 - - 7S 5.5 3S 1S• - - - - ,4 - _ - - - - 14 - - - - 1- - 14 - - - -�T- 14 B 5 7 7 3S - 14 - - 14 - 9 9 - - I- - e 7 45 3S 3_ 14 = - 14 - _ _ _ _ - S0 - _ _ _ _ _ to _ _ _ _ _ _ e 75 5 4 _ __- 74 - - - - - 14 - _ - 7 - - - - _ _ -15• - 1{ - _ _ _ _ _ _ 1{ _ _ _ _ _ 7{ - _ _ _ _ 1_ _ 8 It- 8 .. _ _ _- tb - - = 14 - - - - - - - 9S - - - - _ - 9S - - - - - - - 8 7 +5 - - - - - FLORIDA $!!?LDiNG COGS{Non kigF. Yeiocity Hurricane Zone 111 1I/l CEJ 2015 EASTERN METAL SUem PPLY,INC. ,.`�`'•P�t�t..... til'%,, BERTHA HVTM ASS A _ � KV.aAx#1 W/OR ShKutt lDWON M tMIC American Shutter Systems 6V.N DCSCRIFRON DATE BRAWN BY: N.L TiLLIT TESTING do ENGINEERING COMPANY 4: *_ Association, Inc. , OLD 11-192 4113/is DATE 4/13175 STATE OF z 6355 N.W,36th.SL,Ste.305,HRG9YA GARDENS.FlLORmA 3315 9' Ph.Oe:(305)871-1530.F0,:(3&5)871-1531 4268 Westroods Drive 2 DRAWING No �, �'•• LORip¢ ,•�<{, moa:hlteea�ao.cm West Palm Beach. FL 33407EEI- 3 ,,�ss•�•S�•,.+......•``•G`i```� WALTER A006719UT r.P.F. l ' 15-OSS 'All/ZONAL�t�AA\� =LDRIOA Uc. 1 44'67 5 I SHEET P.E. S'Ey&Vy IONA117P,E/DAT= 6 12 OF 20 MMMUM ANCHOW SPACING ('(Q,) SCHEDUIF FOR A GIVEN MAX, SHI TTM SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AID, DESIGN hEGATNE PRE+aIRE RATING AND A CORRESPO!"N^Iw_nnwG FOR ON SEE OR CO' ET BLOCK R:I 11AT)ONSS (SEE MOUNTINGS r.G,&H ON SHEETS 6&7) 1.ANCHCRS TO SUBSTRATE SHALL BE AS FOLLOWS: POUND ODNCFEIF/OCNmME:BLOCK rCUI ED OOINCRETE (A) TO EXISTING POURED CONCRETE:(Mia.V.=3 Iv') ukvJ-n QE WALL SILL MOUNTING ©CEIUNG MOUNTING O FLOOR MOUNTING - 1/4'0 TAPCON 03 TAPCON WITH ADVANCED -READ ORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUr.DEX.(.MCn.('c=3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'AL POINTS SOLFJ-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SPECIALTYSCREW, BOLT&SPECIALTY COMPAN'Y.(Min.f'. 3 ks:) (ft) O-DM t5.AW_Pim ILAIiG ' .CpON NVA-h£PRSM MTOCM kSJD DESIGN IIEG E FRESM FAPC - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CA AS MANUFACTURED G-LOFCDA F.ASTENERS DIRECT,INC.(Min. Fc= 2 ks") 30 4D 60 75 90 120 160 205 30 40 60 75 8011201160 205 30140 60 7.5 90 120 1fi0 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTI;RED 0-POWERS FASTENERS.INC.,AND DISTRIBUTED 9Y ALL POINTS SCREW,SOLT&SPECIALTY TAPCON W'r:i ADVANCED CO PANT OR AY OTH APPROVED LICENSED OR ALliHORRED VENDOR fEGITRED WfrH lir AUEzIFAN SHJTTER SYST_M.-ASSOC�An :Nc. 14 12 10 9 8 8 6 SS 14 12 10 9 B 8 6 6 14 12 10 9 B B 6 6 THRFAJ)FORM!TECHNCLOGY 3•-0' 14 12 10 9 B 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 B B 6 6 (Mir:. 1'c =3 ksi) OR 14 1Z 10 9. 8 B 6 6 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 5 AL POINTS SOLID-Si-i 14 112 10 9 B 8 6 7 14 12 10 9 B 8 5 6 14 12 10 9 B 8 6 6 B*UE TA W/CAP NOTES: 14 12 t0_ 9 B' 7 5.5 3.5 14 12 to, 9 8 8 6 '6 14112 10 a e 8 E 5 TA--P + A-1) MINIMUM EM3EDMEN7 INTO POUREG CONCF.ETE OF TAPCON OR TA-CON W.TH ADVANCED TdREAJ.=CR!1 TECHNOLOGY ANCHORS AND TAPPER+ �•_U' 14 12 10 9 B 8 6 6 14 12 10 9 B B_ 6 6 14112 10 9 8 8 E 55 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP A4C.H0R5 i5 1 1/2". 14 12 10 9 8 B fi 4 14 12 10 _9 B e fi 4.5 14 12 10 9 8 6 4 J.5 14 12 76 B 1 8 6 4.5 14 12 1C 9 8 B 6 5S 14 12 10 19 B B 6 4S .4.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL PCI,NTS SO+_O-SET ANCHORS S?AU BE 7/8"IN70 THE F'CURED CONCRE E NO EMBE-Ji.V.-',T 14 12 t0 9 7S 55 JS - 14 12 ,e s I e 8 6 5 14 12 10 9 B 7 SS 4 45r u A:A:vS 0:cs F'IP INTO STUCCO SHALL BE FERNJTTED.1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/e LONG WSIMUM SHCLLD STUCCO EXIST,AND 5'-0' 14 12 10 9 8 8 6 6 14 12 1C 9 8 8 6 SS 14 12 10 9 8 B 6 4S ewe SA DV s��r 19 t"M!H!MUU FOR WALLS VBi}i NO�JCCO. 14 12 t0 S 8 7 4 - 14 12 to 9 8 65 5 3.5 t4. 12 10 I e 6.5 5 35 J A3)IN CASE TAT PRECIS STONE,PREC�CONCRETE PANELS, PAVERS OR AN VENEER BE FOUND ON TIE EJGST4G Vi,LL OR FLOOR. 14 12 10 B 8 7S 4.3 - 14 12 10 9 8 B 6 45 14 12 10 9 B 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN S-R'UCTUR=BEHIND SAID WALE!FINISHES.ANCHORAGE SHALL BE AS INDICATED 04 14 12 S.5 7S b5 4.5 - 14 12 ID 9 8 74 5.5 4 14 12 l0 1 9 B 6 4.5 3S NOTES A1)&A2)ABOVE.FOR INSALAT.ONS ON VINYL SIDING OR EIFS WITH OR WTiOUT METAL STUDS CONSUL'TFIS ENGINEER. FOR 5'-0" 14 12 10 9 B 8 6 14 12 10 9 8 8 6 5 14 12 10 19 B 6.5 S 3.5 INSALLATCH I.N70 DFS WT''METAL SUDS SEE SHEET, 20. 14 U 10 9 75 55 3 - I} 12 10 8.51 7 SS 4 3 I4 12 B 6.5 55 4 J 14 12 110 9 0 6 - - 14 12 10 9 1 8 65 5 3.75114 12 10 8S 8 5 4 (3) TO EXISRNG CONCRETE BLOCK:(AST!A C-90) 14 12 1 8 6.5 SS 3 - - 14 12 10 9 8 65 4.5+31� 1 12 10 8 7 5 3.5 3 - 1/4'0 TAPCOH OR TAPCON WITH ADVANCED T'HP•EAOFGRM TECHNOLOGY ANCHORS.AS MANUFACTURED EY I.T.W. BURDU. 7•-0' T4 12 110 9 B B14 12 10 9 8 7 5 12 10 9 75 5.5 4 3 - 1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECALn COWPAY. 12 .4 12 9 7S 6 4.5 3.5 35 1/4"0 BLUE TAP CONCR_TE ANCHORS W/CAP AS MANUFACTURED BY FLORICA FASTEtiEFS DIRECT,INC- 14 12 10 8.5 7 4 - 1- 14 12 10 9 75 55 4 T. 9 7 75 45 = - 1/4'0 TAPPER+ANCHORS AS MANUFACTURE BY POWERS FASTENERS,INC.,AVD DISTRIBUTED BY ALL POIN:] SCREW,B0�_T&sPECALn 14 11 7 5.5 45 - _ 14 12 10 9 175 5.5_ _4_ __ 14 12 9 7 fi _4S ] COMPANY OR ANY OTHER APPROVED LICENSED OR AU7HORFLED VENDOR REGISTERED WITH THE AMERICAN Sl-.' ER SYS:\rS ASSOCIATION,IN:. B'-C' 14 12 10 9 8 6.5 _ - 14 12 IO 9 8 6 4 I4 12 10 B 5.5 5 3.5 - NOTES: 14 1Z 8.5_7 5.5 J - - 14 1i B 8.5 55 4 3 - 25 9S 6_ 5 < _3 - - 9,1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER:ANCHORS 15 1 1/4'AND TAPCON 14 12 19.5 7.5 6 - - - 14 12 9.5 B 65 5 - - ,4 12 8 6 6.5 4 - WITH ADVANCED THP.FADFORM TECHNOLOGY ANCHORS IS 1'. 1J 9.5 fi.5 5 J.5 - - - 14 12 10 8 6S 5 - - 14 12 8 6.5 5 4 - a._D• 1- 12 10 f4 12 10 9 75 4.5 - - 14 12 9.5 7 55 j-'4 - - B.2) M;N.MU!A EMBEDMENT OF 1/4'0 z 3/4'ALL POINTS SOLID-Su ANCHORS SHALL BE ENTRE!Y EVBEDDetD Ih70 THE CONCRETE BLOCK.N0 14 t15 7.5 '6 { - - - tb 11 71 5, 5 3.5 11 0 5.5 45 -3,-5T-- -�= EMBEDMENT 1470 STUCCO SHALL BE PERM?TID. 1/4'0-20 S.S.MACHIN`SCREW USS SHALL BE 1 1/2'LONG MINNUM SHOULD STUCCO 14 6. B 6S 4.5 - - 14 I2 B.5 7 K5 4 - - 14 105 7 5.5 6 14.5 - I- EXIST,AND 1"MINIMUM FOR WAJ15 W':D+NO STUCCO. 11.5 85 5.5 4 - - - - 14 12 9 7 6 45 - - 14 11 7 5.5 4-9 3.5 - I_- 10'-0' 14 12 10 9 7.5 - - i4 12 10 e_6.5 5 - = 14 Ii e_ 6 5 1 4 - B.3) W CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND GN THE DCSTNG WALL OR FLOOR, 14 105 7 5 3S - 17 2.5 6.5 5 4 3 - 10 75 5 4 ] L I _ -_� _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SH!A L BE AS INDICATED ON I4 11 7.5 5.5 - - =T= 74 11.5 9 6 5 4 - - 2S 95 5 5 4 4 - - NOTES 8.1) &B.2)ABOVE FOR INSTAIATONS ON VINYL SIDING OR ERRS WITH OR W"ThOUT METAL SUDS CONSULT THIS ENGINEER. 0.5 e 5 - - 14 12 8 6.5 5.5 4 - - 1J 10 6.5 5 4 13 FOR INSTALLATION INTO EIFS WITH META.SUDS SEE SHEET.20. 11'-0' 14 f1 10 - - -- - _ 14 12 9 7 6 }.5 - 14 10.5 7 5.5 4_.513_5 - 25 95 5 _ _ 12 9 6 4.5 4-- 3_ _ 9 7 4.5 3.5 3 - (:) ANCHORS S4ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MAN'JFACURER. 14 15 7 - 14 70.5 7 SS 45r-- 7 - ,1.5 AS SS 4.5 .75 - 9.5 7 4.5 - - - - - 14 1S 7.5 6 5 - - 12 9 b 4.5 4 !-_ - 1- (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 10 14 12 8 65 55 ... 13 I0 65 5 4 T -- 12'-0' _ - - - - - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS, SS 4 J.5 - - - e 6 4 3 - _ - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS TUU•THE IND,A'ED,REDUCE ANCHOR SPArING 13.5 9.5 6 113 19,5 16.5 5 4 1 1110.5 B 5 4 - _- -�- BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. - - - - 1S 10.5 7 5.5 4.5 _ M57 55 4.5 3,5 REDUCED SPACING OBTANED USING FMT03 SHAI1 NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TIPS. 13'-O' I4 12 - - - - - 14 11.517.5 6 5 - - 6 4S _4 - - - FACTOR OS 8 - - - - - - 10 75 1 5 4 3 I- - - 4 3 - _ _ = ACTS TAPCON WITH ADVANCED TAPPER + 25 8.5 - - - - - - 12 9 1 6 4S 4 I- - - 5 4 - 1- - - EDGE TAPOON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP e�Ts ,39.516.5 5 __ - D.5 75 5 4 - - - - 1 HV BLADE OR DlcraNCE MIN.SPACING 14 - - - 14 10.5 7 5.5 -.� _ 11 BS 5.5 4.5 _ - E.D. MIN.SPACING= 3' MIN.SPACING 3' MIN.SPACING 3 1/2' MIN.SPACING = 3' 3 3/4' 4' 10 - - 9 7�4.5 7.5 - - - - 7 5 35 3 I{} _ - HV BLADE W POURED CONCRETE& pp1BLOCKCRE ,1!�1 NXY1E D_V4U�T BOOL PCURED COHCREfE& POURED CONCRETE&pL},�ORNO�E g. - - - 11 8 15.5 4S - - - - 9 65 45 - - I - - HV WINDOW CMN EM=3'' F�'31/Y MON.ED.•21/Y CONCRETE� 3 1/2- CONCRETEB30CK Lg��.,]1/Y MN ED.-2 1/Y 7.5 - - - - - - - 12 9 6 - - - - - 9S 7 45 - - - - BLADE WORKING 3- ,.o o.sD ,.o D.7B ,.o 0.134 1.0 f4 _ _ _ 3.5 10 1.5 _ _ - _ _ 0.5 8 5 _ _ _ _ _ _.-._. - __- 9 - - - - - - - B5 B.5 4 - - - - - 6.55 3 - - _ _ _ IN UNISON ♦ 2 1/2 - 0.81 1.0 - - 0.67 1-0 0.5 B 5. - - - 8.5 6 4 _ _ _ _ _ 2 __ .___._ 0.71 _ __-__-..__ _.-__.____._ -- 0.51 - 1.5 8.5 5.5 - _ _ _ _ 9 BS 4.5 1 3/4' - 0.91 - _ - - - - - 0.43 - 15'-O' 14 _ _ - _ - _ _ 2S 95 6 _ _ _ _ _ 10 7.5 5 B B 6 6 45 J 1 1/2- 0.35 0.35 95 7451- - - - - 8 6 4 - - - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TILAA14i ©2015 EASTERN METAL SUPPLY,INC. �ENSF'J9 BERTHA HVTM LTE C O N A■S■S■A■ Accordion Shutter System EUV. MADE#1 W/GR W/o ELY.WINDOW aADE American Shutter Systems EV.N DESCRIPTION BATE DRAWN Br M.L. SATEof ;Nom; TILUT TESTING do ENGINEERING COMPANY �kA` 6355 N.W.36th.sc.6,e.]O5.YNGIAA GARDT25,FORM 331 Association, Inc. 1 D� 11-192 4/13/i5 DATE: 4/13/15 Ph-:(30.5)871-1530.Fax:(305)971-1531 4268 Westraads Drive 2 O •., OR a- 01 b1tecaccal.com DRAWING No k �C?�� West Palm Beach, FL 33407 3 '°n11,SIONA�-TA`�`A�� WALTER 0.�U1T1Jr.PP. 4 EB- 15-085 P.E. ft*-y r1ATUrRE/DATE FLCRIeA ua.p 44167 6 1 �H13 OF 20 C N N 0 N QJ 4 co o IU Com/] 1� Z O 4 { O U Z ' W� Q In ,, dQ �Yevc uC)s lLI I v D z +H# I 7 '510 7 = N wog ,n 'na W m E o 'ate d _Z� ~WI o m mn p T a2 1- OQ W O ¢ a 7{11J ad 4 W 0 p 'Jy�U CM Z 1- N �' W Q UVJ Z. 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DESIGN PRESSURE RATING (p c f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GM MAX. SHUTTER SPAN, NEGATIVE AS.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTIN" TYPE (S�MOUNTINGS ON SHEES 16& 17). ALJ B :E3TRATE SOUTHERN PINE No. 2 V//MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOLFTH 1 SOUTHERN P,NE No. SPRUCE PINE SPRUCE PINE /2" M.N. COX 2WCIASN. 0., FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN, LAS F W/ MIN. G=0.43 W/ MIN. G=0.30 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS COLING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & P, FLOOR, MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUN7NT. B.O.WALL MOUVTNGS W & X W & X W & X P & Q S &v S &v S&v i1®ti!FJ,'SE fC'9FE'i L rr.I k"'N F-mse:Fix IW Os016V 7'.uz a-&W, s M 1Eww FMK M4 w' m,P[JTE ffl3M w"M n Dr/.4!r"_?FM%KX IW, 116+IGC4i cQ�`DE urc rye) 0M W"_RMF wx 1� 5.0M R;zr pwm_Rw:,M tD'�I Ycu t r'4rcE rcw Is; r121 fid 75 90 OS 3040 6D 75 90 F. 30 40 60 75 90 OSjI_30 40�60 75 90 OS 30 40 fi0 75 90 OS 30 40 6J 75 90F6513.14. 60 75 9C OS 30 40 60 75 90 OS 30 40 fi0 75 3D OS 3J 40 60 75 90 i05 -0'OR LL 1019 8 8 E E 6 E 6 fi 12 10 10 9 8 8 6 fi_ 6 fi fi b 12 10 10 9 8 8 6 6 E 6 6 b 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 _.... 4'-0' 10 9 8 8 6 E E 6 6 6 12 10 iC 9 6 8 G 6 6 _E 6 12 10 10 9 8 8 6 6 fi b E 1 6 6 5 4 4 4 j 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 i2 p1D 9 8 8 6 E E -e 6 5.5 12 10 1C 9 B 6 fi 6 6 6 6 5 12 10 10 9 6 7 6 6 1 6 6 6 i 5 6 5 4 4 4 [_L2 2.. 12 12 12 12 12 12 12 12 12 12 12 ,2 12 1212 ,0.5 0'-0' 10 9 B b.5 6 E 5 6 5.545 12 10 1C 9 18 5 fi 6 6 .5 5_4.5 12 1C 10 9 6 3.5 6 6E 6 5 4_5 6 5 _ 4_}.5 _ 12 12 12 iZ 12 12 12 12 12 12 12 72 12 12 12 7p 8.5 10 5 fi.5 4 5 c E .5 4.5 4 12 10 70 9 'S 3 fi 6 I fi 5 4 3.5 12 10 10 7 3.5 - 6 E fi 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 10. 72 12 12 10.58.5 7.5d'-0' 107.54.53E E6543.51210_110613_5 - 6fij5 .53.53121010M1 - - 66 5 .513.53fi5 4 - - I- 721212721212121212115.512121.597.56.5 10 5 3.5 - 6 E 5.5 .5 3z 3 12 10T 9 4 1- - 6 E 1_4.5 4 1 3- 3 12 10 4 3 - 1- 6 6 4.5 4 13 3 fi 5 3.5 - - '- 12 12 12 12 :0. 12 12 12 1. 3.5 8.5 12 12 10 8 6.5 5.5 7.5 4 - - 6 E 4 3 12 10 E 3 6 6 4 .5 3 12 10 3 - - 6 b 4 .5 } - fi 5 _ _ - L- 12 12 12 1.59.5 12 12 12 :0. d.5 7.5 12 12 9 7 E 5 11'_0' 5.5 - - 4.5- - 12 10 4.5-{- - 6 5.5 3.5 - -_12 110 _- - - 6 5.5 4 - - - 6 5 - - 12 12 12 10 8.5 12 12.12 5.5 8 _7 12 12 8 6.5 5.5 4.5 -- 1- -- - - - - - - L-_ - - - - '2 10 4.5 _ _ _ 6 fi _ _ f_ _ - _ __ i- - - _ _ _ _ - _ __ _ _ _ - -___ _ ..12.-0',_. _ ,___ 4 - 12 10 3.5 - 6 5 J.5-_ - i2 1p - - - - fi 5 3,5- fi 5 - - - - 12 12 1.5.9.5 8 12 12 11 8.5 7 6 12 1.57.5 6 5 _4 12. 10 T E - - - - 12 10 - - i- - 6 4.5 - - - - 12{7.5 - - - _6 4.5 _ 1212 12 0. 8.57.5122108 6.55.52_ . 7 5.5_ _._ _ _ _ _ _7 2 10 - - 6 .i.5 - - - - 12 7 I- - .5 4.5 1 - _ - 12 L 7 - - - - °.5 4.5 - - - - 6 13. - - - - 12 12 12 9.5 6 6 1212 9.5 7.5 6 4S i .5 5 412 _ -111- E - I - - - - 12 _l_ - ;' 5 - r- -T -_12 - - - - 5 - - - - - 6 - - - -. I- 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6- 5 4 12 - -I- - I- 6 - I - - - - Iz - i I}- I- 5 - I- I. -- - --_ -_--- - -- -- - Iy 5 -I - - - - �- - 5 6 - 1- i2 1210. 8.56.5 1, 12 8 6.5 513 '148.55.5 4.53.5 (10 HV BLADE OR n HV BLADE W,/. HV WINDOW BLADE WORKING IN UNISON* ♦6EJ.7E�ON T E T 0z'S OT JSE FSR SVEE7 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO'NAT,FLOOR 0,2 SOUO WOOD SOFFTr SHALL 6E AS FOLLOWS: 3.SUBSTRA'E SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/C=0.55(N.OS) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX 'N/MINIMUM EMBEDMEN•115 INDICATED AT -DOUGLAS FIR W/G=0.50(N.D.S.) EACH SECP.ON ON SHEETS 15&17. -SPRUCE PINE FIR NORTH W/C-0.43(N.D.S.) IXCEPDON:SEE NOE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) 2.ANCHORS 7C HOLLOW CEOAG SHALL BE AS PER MOUNrNC Tf'E U.SHEET 17 A110 STALL CONSIST OF -MIN. 1/2'COX PLYWOCO(1986 APA) LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWNIC ALL OF THE RECOMMENDATIONS AND SPEr]FCARONS OF TK ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane O 2015 EASTERN MErAL SUPPLY, INC. BERTHA HVTM �4„IttTI1111T1,T, S S A L E C O �w�. , � � � Accordion Shutter System ....... '' A KV.RADE#1 W/OR W/O HN.WINDON BLAME P p F�I�$�^•, American Shutter Systems EV,NJ 0OCRIFION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY 2.in 4416 6155 N.W.361A.SL,St,.365,VMIN'A GMIDENS,FLORIN 112 A880CtatlOnr Inc. 1 OLD 11-192 4/13/15 GATE 4/13/15 Prone:(3D5)871-1530.F a:(305)87,-1531 4268 V/eStrOOdS Drive 2 DRAWING No j� e_d:6Necc6cel.com West Palm Beach, FL 33407 3 * STATED` A®.TrLLfJr.P.c 4 15-085 WALTER 0067,9 E FLORIDA ue. g 0,67 s SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR In HV & I& HV+ BLADES AS-APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ffl ONLY SHALL /-WALL FN'S�i BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING, SEE SHEEJ 1 FOR MAX SPAN TAPCON CR A.5.Q. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE CO& 1A) WORKING IN UNISON 5k-CON WMH ADVA.NCZD TAICCI I THRZ—AD=ORM TEC-11,IR W R 'D 'I ADVANCE THREADFORM TECHNO*�CrY —T- T ENE-RA-r1i TA.-"r. A I AREA TO VI/1 1/2"Mil.PiENIETRATICN OF THREADED AREA TO EXSJG I VN.S`--APATGI� 01OR(g' Wi 11,.1116KO",-I I 1 WOCO HEADER.(SEE SCHEDULE ON SHEET 15) To Gk-5(BE- �N'j HEADER, (SEE SCHEDULE ON SHEET !A',' 1/4-0-20X21/4-S.S.MACHINE S,HEDU_E ON SHOE, v� \ / . I ll.FCR BArE 0Ik%O*_ 10 SCREWS w/ 1/4'-21 NU—i- i'. SKEET 19 FOR Q,D.C. LE _X;ST'N-. )IR 2 LEO, ED Loa,: WALL— CL R 15 r FINISH/ I I j :--WA�L 'INISK @ (R EXISTING M:N. cx 2'.4*WOOD '!s";NG M.-N. .(DOR(13'* z HEADER REQUIRE) '---2".4*WOOD 1/4-0 TA.-CON OR TAPCON'WITH ADVANCED HEADER REQUIRED I TECHNOLOGY W/1 1/2* MN.SE-Ap"'1101 Mi, PENURATON OF THREADED AREA TO EADER. E)CISTIKSU WOOD R: (SEE SCHEDULE W.VEET TV -70 CLASS(SEE Mj SEPARA,; 4 TO GLA-�S C, SQEDIAE ON SHEET EX,SrNC; I—'---(SEE SCHEDULE 01;"xEET,1*1)- I I FOR BADE Omv ON SHEET 19 FOR 2*x4*CONT.S%i- BLADES 0& PLATE RECIT: HV WALL HEADER INSTALLATION BY WALL SILL INSTALL00- I HV WALL HEADER INSTALLATION _i _ _T6— SEP,��"& C T NO WN.SEPAP.A.10t, TO GLASS -(SEE SCHEOVI _E ON SHEET DLV_ SEE SCHEP ULE N SHEET 11) -20.3/4-S.S. WOOD PACKNE SCREWS XI. LkS%. SE.- CHEOi:LE C�.SHEET •1)' XI.TNG r j- EXSTING G ON TO GLAZs I VAISTIN�. MIN, S7 GLASS-1/1 1/4-0 LIS -t 1/4*0--20.3/4*S.S RED'( ING 1/4*-20 NJIS 0 • MACHINE SCREWS W/ 0 12*O.C. 2. 1/4.-21 NJTS 0 1 PIN IT 0. OR C, 11,1 ffir X4'CON'`- !,' -0 17 wCOO FLN-,- ED -ED REO'V. !IL-0 TAPCON OR TAPCON WITH ADVANCED 111READFORM TECH&OLOGY W/1 1/2* i;1 2-.1'CONT. Mh PENETRATION OF THREADED AREA TO S1 I PLATE EXISTING WOOD HEADER, TAPt�OS OR TAPCON WITH ADVANCED 1/4-0 TAPCON OR 0:9. (SEE SCHEDULE ON SHEET 1-�) T READFORM TECHNOLOGY W1 1/2" 'fA.-CON IMTH ADVANCED I-SEE WALL FINISH it ! - SHEET 4 FOR TY'ItCAL i LYWCOO THREADFORM TECHNOLOGY SHUTTER ASSEMBLY, • PENETRATION OF IREADED kREA I TO P 1/2'MIN.COl" t"Iil I J All ED Il SiEET 15) ED( _4 (SEE SCH LLIE a% 1SnN1 MIN. 2* I\ PLrNO0O*RE�Q'D. W/ 1/2'M,,.. PENETRATION OF 2--MOUNTING SECTIONS CAN BE STUDS ki. THREADED AREA INTO PLIVOOD COMBINED IN ANY WAY TO `L_1/z*MIN.COX PLYWOCIQ Rt."D. REDID,PLYWOOD To OE_ WAIL F�% (SEE SCHEDULE:ON SKEET 15) SUIT AM INSTALLATION (A)HV WALL SILL INSTALLATION 1fXISTING WS.2•x4'STUDS 0 16*O.C. MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS 11,ACCCRekICE ACCORDANCE WITH +SEE�M ONS OF U§E OF gn THE F.B.C. SECTION 2308 OF BY WALL SILL INSTALLATION U ON SHEET 9 Hurricane Zone H)WTVEGTIL0IN 23D8OF@ e I _jI IL NSTALLATION 8w FLORIDA BUILDING CODE(Non High Velocity Hurr 9 2015 EASTERN METALSUPPLY, INC. %witi 41 .B VTM Accordion Shutter System A.S.S.A111 a"#1 Wj OR W/0 KV. WII`WW ILADE WA TE American Shutter Systems Ev.N DESCRIPTION —1DDRAWN 3: M.LATE TILLIT STING 17 & ENGINEERING COMPANY 63M N.. 36th.SL.Ste,=,VIRGINIA WWiS.F.ORCA 33-611 PI..*:(305)871-1530 Fax 4268 Westroads Drive z DRAWING titAlt:U17 .-MR:t3teEoaoa.eem West Palm Bacch, FL 33407 3 4 15-085 _01 t q�"'- "' WALTER A. LT J,P.E. SHFETWDATFORDA UE "16T p....... ..... ' E 16 Of gn INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR nl HV &-M HV+ BLADES SAS APPLICADJ"E MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(f) ONLY SHALL HE LIMfTEQ TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE U) & L&WORKING IN UNISON 1/4'0 TAPC0N -ON w;TH AD%wsc---�l _77T 7-f- 4-XS-(Mrn.)EXISTING OR TA?- WOOD BEALM REOUIRED. R,PFORM M TF.HNO-Ory ADECUACY W/1 1/2'Wl OF DCSTINC OF THREADED AP. 1/4-0 0.3/4'S.S. i -i ........ MAC41 -SCREWS REGISTERED ENGINEER C-3 MSTING WOOD -2 0 To PHILLIPS TRUSS HEAC TO BE CER11:1T, 9E�"' EXISTING WOOD�&:R -I 1 /4--25 mu--S ARCHITECT PRIOR TO yV=� P,*7tR 0 2-' (SEE SCHE=Z ON S;.��7 '5' 1,!, IN TRUSSES OR EC C 12*D.C. x SHUTTER INISTALLAM.N. 1/2'-t-.Z-: 1/2" 81, -, ..' V C.C.ftcOUtRx1 4- 1/4-0 TAPCGr.OR TAPCON V4TH ED 1-;'(" 14-1—3/4'V.X.Mg. 4 A3VANC r..257* THREADFORM ']�$ // -, EO-y-EQ A-w. "NI 1 1/2-N'�.'7.cp.'" ' V w/4" CF THREADED AREA TO -3-T5 Al DY) V.S (CDC -L EWS T3 EXSTING W=;HEADER 1 -1 117 fl,117y 0 F O.0 or 'J g) PLATER OR TRUSS. or or (S-7.S-HEO'jLE ON siiEzu I a r CJ3 V1 LOCATE LAG SC"m S AT W, ff.DW.Drri OF EXISTINIG �03 MEMSER.(2-IN'. NOWNZ EXISTING MIN 2%4' (9 1 II EX'STi 11. PEADeR REO'D V: S OPEN HOLE AT EACq WIDTH)W/2*Min. G -s .,I EPA?A-104 TO GILA STJD TO ACCEPT PENETRATION OF-.HRE-DED LA, - �;s 7-X;S T I NG MEAL VALID FOP, ---- (SEE SCHEDULE.Cli SHEET 1 1)— r 5/16'0 LAS SCREW MAX. W,`Ri,'2 'LASE AT CEN'r.R 0- r,18� MAX.A.S.D. DES;GN LOZANO SPA%,THE M a-vis(SM EXISTING W4.SEPARATON I VALID 'n IN ItIST&LATION is ON-Y HV WALL HEADER INSTALLATION 9>luxtr ADS GLASS-- 'SM I I FOR OLADE AN FOR WOOD W/MIN,SPECIFIC w— _ti '.,' of sir 19 FCR 10 OR 9' -1 11 FOR HADE 0XV GRAvJTY OF 0.50 AS DOUGLAS - N PIIiF 9LALES(r� RR OR'O'jr'-P' 2 -0"vy OR OR ECAJA- I-SEE SHr-T 4 FOP.IYP:CAL j"Cu HV CEILING INSTALLATION ?-UWN"r SECCTIO�r CAN E T IHV CEILING INSTALLATION IN ANY WAY TO VJ11 ANY :,,y ION OR gl * T SEPARATION 11 M'.%�SFFARATQN TO C-453 CLASS (SEE Sr ....... Ex5r.N' fy To UE Wi SHEET 11) T is (SEE SCHEOU CUSS'.. T&i I.N SHEET 11) i ALTERNATE_ ANCHOR EX;.,ING LOCATION ,.I:N WWI 7-' FINISH 1/4'I JI-00/4"FEX f::m-�- ASHES HEAD TFK DECK FlEqup.E.) , . :�- Mc.. 0 (NO MOSH WALL- SCR'-'WS 0 12" ALLO-NE13I 2'.6*WN 01 3 OR OR CECK.RECURED(N FINISH ALLOWED) --EDGE T72", EDGE OF DECK I* OF IF APPLICABLE EDGE OF DECK IF AP DECK IF PLICASUE S.S. A: 1/4'0 TAFCOX OR A�A IM I 'A� I, PHILLIPS SUSS HEA'D 1/4*0 TA.-CON OR rAPCON WITH ADVANCED Z� THREADFORM TECHNOLOGY W/ 1 1/2'W-1. -2'MIN.-- t `tTHREADFORM TECHNOLOGY W/ te4'-20 NUTS 1/4-0 TAFCON CR TAF-CON WITH ADVANCED 71FRE --2'MIN— PENETRAMON OF THREADED CM. i T�kPCON W,'TH ADVANCE MACHINE SCREWS LATE W/1 1/2-Min.PENETRATION 0 12` 2 O.C. FORM TECHNOLOGY W1 1 1/2'Min.PENETRATION OF THREADED DOSTING WOOD HEADER. (SEE OF TriREADEO AREA TO AREA TO L A EXISTING WOOD HEWER. AREA TO D(ISIING WOOD FEWER, (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SIMEOIJUEON SHEET 15) • SEE UMMATIONS OF USE FOR OX HV WALK—OVER INSTALLATION , 'OV BY—WALL SILL NSTALLATIADE4 C TION N w'SHEET is HY L0 INSTALLATION Zone BUILDING CODE(Non High Velocity Hurricane ZoLH4-4 M 0 2015 EASTERN METAL SUPPLY,INC. A.Tk, nN, BERTHA HVT. v\CENS —7E7C07 i 7Nc RV.RAW#1 W1 OR W/O KV.WNDX 3AX Accordion Shutter System rTTLI7 A.S.S.Aw American Shutter Systems DATE DRAWN By. M.L. TILLIT TESTING ESTING & ENGINEERING COMPANY EY.NJ MORIPTION 4/13/15 DATE: 4/13/15 I OLD 11-192 6351 N.W.36th.5L,Sta,3M,VRGM GARMS,FLORCA 3316( Association, Inc. A-, P (=)871-1530,Fax:(305)871-1531 4268 Westroods Drive 2 DIRAWING No 'UHIlurl e-mail: West Palm Beach, FL 33407 EB- 6719 4 —085 ... .... NZ 15 /ANAL`E� WALTER A.DW 5 TILUT ""ll, 0#00A FLORIDA Uc, #4�41P7'E SHEET P.E. SEZ79 URE/DATE 5 t7 OP 20 END INSTALLATIONS n HV BLADE OR dA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2.V WN.Wx_ 66x1%JCS. 1/4-1 TAPTA UQ .1 R.6'C.: F T". 0 '41 /* WL Mq WXL MCN S..alz at L.T311C."F'! &1", 11 FOR�J'AIZ S'm `Yr Ta 10 C' A- h1/2 SM ,of,CR S= i- SEE CUAL F 07 ____ C�q WE CCN'E 9 G SEE X�L X F� XE CCN-,E=ON TO SEE DETXL X FOO_ I'- Q_6'07-1-3-f&l iD 01-T_@ U- 0-8.5- .9-9-ck- TC 1e 13 9-'-6 CS Cq1 0-0 END CONNECTION DETAIL END CONNECTION DETAIL C END CONNECTION DFTAI (§0 END CONNECTION DETAIL GVSS V.S - .7 X QLASS- 0 17'C "' Vf' 016 OC p, V4 T2 O.C. j\\ \''. '.. '.. * SEE Ll�!.IAIICNS OF USE VO 71 Fi 11 FOR AID ELAH Qk ON SHED 19 5 1/2- y T 17, R R z:D)CW i (4 -0-'6i•07 CS- -23 2'.4'WN.'1O / c I�c <13 VIEN SN12S REDID. — rllS -PLAN 0 END CONNECTION DETAI -END CONNECTION DETAII 102 DETAIL FLORIDA BUILDING CODE(Non High Velocity Hu,ricane Zone,' 4R A 17 T1,"1,- Oc 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTl,1 A.S.S.A. KV. AcADBLE#cordionORW/OKVShutterNDSyOINstem 1 Wj . WIBILADE TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsUV.blDESCRIPT09 DATE I DRAWN BY: U.L Association, Inc. STATE OF 055 N.W.36th.SL,Ste.305,VIRGINIA GARDENS,r_oRDA 33*6f I OLD 11-192 4/13/15 DATE 4/13/15 P"I", 12;05)871-1530.F-:(305)871-1531 4265 Westroods Qive 2 —DRAWING No 0 Nest Palm Beach. FIL 33407 3 EB-000.719 ........ 15-085 IONAI, ENG 0 WALTER A.TILLJT J.P.E. 4 P F",44k, FLORIDA U�.#44167 5 SHEET 6 18 OF 20 GENERA 114i7AMONG AND CONDITIONS OF Sj$E FC R BERiHa --7 {Ate( T j I I t.U0.A.S,D.0--.lGN PRESSURE FIXING,'.-1:0,- 113 PAJ. r r r; J - 2.hIAX SHLf,TIER SPAS:96' t$ I 3.ALLOWED MOUVP-4GS:A.D,G&N ON Si-:FTS 6, 7; AS WE L AS MOUNTINGS M.O,T.U&W ON SH=TS is a 17. filr-a g�ONLY CENIERMA'1S67a EOiF.W (2�4 OR ARE A1oWE0 Yif?i 1 4•oR1�' (2Zt ARP IN A M. u�tt'GL oR oF.xJ�,+tG to fU'.rc CASE 4i" L1(YOlfi,�C`�j�M:15T BE INCLUDED ONLY A"EXI'r.RICR ACCESS SLOE OF cET1FE 2i,tk z . ALL ' 5. (A)M!WNDOW BLADE 7A SiPL ONLY AU 5 OPENNGSiYF.EA.EN:. {3-y}� CNGS Sr.OW1J ON SHEET 4.� , " A . MAX.5 W\CO'h5 (B)MRI.CLFARMCE Fr20u TOP OR EOTTON MCE Cr)4V VaIDOW E-ADE try A:.LOWED AT t+V, N r r r s r r r' r OF ANY 3'I HOLE FOR�SNAIL BE 12*. W"NDOW B" S w10 I (G)FIRST ORLW BLAH£COMENG OT FROM START'--?S AT ENDS MAY BE HV W.NDON BLADE 6 L OOT1 BLADE� • THROUGHOUT SHUTIEt'S WOTH. USED ti.TEP.NA7E'.•-A SOLD i:.'EtADE tt s o • I r CIA I I r • `� a a (E)Cc ERNA'E5 S;ALL ALWAr EE INSTALLED ACJACEVr TO A SOLD}N I r I - 35gg BLADE t AT ETH€P.S1DE OF TFEM. SEE END '`, 1 Y a (F)POLYCARBONATE FP7 WINDOW©SIiALL BE INSTALLED SO iP TA3S FACE CO`NNECDO;t _ r r r r +' THE OSIEWOR OF THE OPENING BUNG PROTECTED.HO WINDOW116)NST BE DETAILS CN SM—.TS:' ( g„§2 a as ONLY INSTALLED AND LOCKS USING A hV SETTING TOOL PROVIDED BY ASSA, 10& 18 TYP.�r1 L"" I ;',A# INC. FU'L H?1r,}sF. I , &;5R 6.SEE ANCHOR SPACING SCHEDULE FOR INSALIAIONS INTO WOOD FRAME tl I �sa4 BUILDINGS ON SHEET 15.AS lh'.tt€D 8Y SPAN AAF.}Of�Gti LOAD(SEE t;OTEa z P P ` I I � 1 &z A_BOVE). n L t 7.SEE ANCHOR SPACING SCHEDULE FOR,NSTALLATIONS INTO POURED 1 � CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LINKED Bl' SPAN ANDDESIGN LOAD(SEE NOTES T &2 ABOVE), 8.MINIMUM SEPARATION TO GLASS SCHEDLLE,PER ASTM E-1996: (SEE PLAN FOR REOU•IREMEN^S) •- D H -3' TYF TOP&BO-TOM 1y ? ��i 2 c"''4 aN�[J.(71�' WiND ZONE MiIlMLiM SEPARATICN TO CLAS'S -^UNT.MI-ED W:DT:-I.-__...._.. I ELEVATION sr.L SEAPAiOA;To GLASS _ .-( T ANO SONE9'EET 4 C7NL Tis S-CFOR iN3 Run .. �0 Typ• srMM-aa CENTERMATES;J" i------ ! AND W/O u(SEE NO 4 PBOVE) FLAN... , 21 4a=A25 / 5 / TYPICAL 1LHY BLADE WORKING IN UNISON WITH BY WINDOW BLADE ,1A SHUTTER* -- rLrs. FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone " Taj AfAj'�r ©2015 EASTERN}.(ETAL SUPPLY,INC. ,... : . /T'�,, BERTHA HYTM A A Accordion Shutter System 11 L E C 1 N C. ■ ■ ■ ■ KV.RADE 1 W/as W/0 PLV.W1P6YJrJ 8CA4JE TttllT TESTING & ENGINEERING COMPANY American Shutter Systems e,. Dc�IPRDN DAA DRAWN Bf; M.L. r *= Association, Inc, I DFD 11-192 4/13/15DATE 4/13/15 STATE n J 6755 XW.76th.SL,Ste.Sas:VIRGINIA GARDENS,FM 53 371 - ' F Ph.-:(305)871-1530.Far:(305)$71-1531 4268 Westroods Drive z �JDRAWING No ��D{•. FjORiOP `JL4 -m�:txece6om.cun West Palm Becch, FL 33407 3 ®-Do017,11 15-085 �r�t5,,+••• ,+�\��` WALTER A 11LUT br.P,£. 4 44- P E."' �%TkUP E�DATE FlgRDA u�.Y a's7 6 H19 4F .0 ,Ei*. 1 1/2'.O.C35'MICK M... ASTM A-653 GRADE INSTALLATIONS W/ HV BLADE & HY CENTERMATES 2.MC'Max.- G-60 GA-'V.S=- T VIAL S%i- ,S a If,'O,C. O INTO METAL STUD WALLS c co K-4 a 6,O.C.f —10 475* 3a 1 O(A"o NOMINAL jGENERAL UMLMONS AND CONDITIONS OF USE ALUMINUM SLEEVE 4 FOR BERTHA(l),HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY C& I t2 SM Tl_�TFVCK 4' 9 E -SYSTEM INSTALLATION TO MAL STUD WALLS ASIV,A-1553 G?9*XE 40 G_ 5'O'C'; SEPARATION TO GLASS"'.MNIZZ- FASr_NM TO sruDs SS SCHEDULE W1(2)1ExI/2*TE<S /!�.,SnNM FINSI 39 i I 1. VAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) X Ir.ERIOR&EENX-M-OR FA .AFFL:%A:-P I t2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ISASTM E-1996 SEPARATIONEXIS71'.",GLASS TO,GLASS ... 1-- 3. ALLOWED MOUNT!,14G:nM-S ET ON THIS SHE . TO GLASS 02. 2 (SEE scqwu;r) 54. ONLY CENTERMATE 21 W/ LOCK ARE A I LOWED I THRU 3 1. (�5 114"0-2OX3- BOLT (Typ') WffH n2�ARRANGER A &MW METRICAL LAYOUT,- MUST PENETRATE 03,1 1- `0 a USE OT(2)(3ti` )(6' LONG, MINIMUM) MUST ALWAYS BE 4 4" -MK -EXTERIOR OR INTERIOR 1/4'.C.035"r I 'CQNT.CAM STEEL.TPACR APPLICAZ� INCL-UDED AT ACCESS SIDE OF 2- i ASTM A-653 CPU,:40 Vi_G-60 CENTERVATE. pi I-VANIZED FASENED TO STU 7S r''-, JIE� Q q� `,, T� 2) 5.1/2'TEX scRexs a: -JOR FACE TE�VOR#&EMZ r. a- i_c THREADS SLACK DETAIL HVF IS ALSO VALID FOR Ell ADE 1/4"0 ELCO 90-SIRL100h CENTERMATE APPLICATION wrrt,, BLADE(D PRODUCTS FAG-LOK HD 436 W..AST14112'.A-653 GRADE 4r 0 6' O.C. .fA" Mi..G-60 CALM STEEL .2'0.1 COMPONENTS S7JCS AT 1MS WALL HEADER/SILL INSTALLATION METAL 5- 1,j, 7 -EXiS,-1%'G FNI�Ili 1-3 A`ri.V,�V.t SCALE: 3/8"= I" (rrp.To" BOTTC%I, & 4" 33 .6 1/4".0.035"T-ir-K Min. GLASS IT.GAIN.'STEEL TRACKCHANNEI, G-60 TO STUDS EC aMMETRXQ4L W/(2)JS.1/2'TEK SCREWS ON m! 1: MME RYCAL SEPARATION INTERIOR&EVER'OR FACE CENTERMAT TO GLASS 2' 'S -OUt E) CENTERMATES W w/_ ; i (SEE SCH_ Mq MERIOR-MICESS SIDE 1 1 . i INTERIOR—AccEss SIDE -I r---------------------- -------- 771 4 3,7 YMM � C ENTER XTE 10 - --------- I LER R L A<3 5)('-Min.) INJ -- . ....... ----- ------------ ------—--- ------------- - ---------------------------- n12 --- ----------- —--------- ------ ------------- 24 Y ------------------ :::-7 - ——------------ -- -------------- _j (2) 42 TED AT LOCA @ --- ------ HV HWER/SLL ENDS ------—-—--- -- ---- ------ (D2 �/ i i VIEW Y 3 (6"Mim) n24 SIDE CONNECTION TO TRACK (Cant.) T-, LTYP 1/2'(typ,)_4___7. ---------L-6 1/2'VAX. SLACK BYA _HV R BLADE SLACK DETAIL HVF jLVC FLORIDA BUILDING CODE(No-1 High Velocity Hurriccrie, Zone, @ 2015 EASTERN METAL SUPPLY. INC. LCA f'•............. BERTHA HVTM A.S.&A Accordion Shutter System T1 LTECO mc.\ 10 Kv.aADE#1 W/OR W/O H.V.WNE)OW Mgt T`ILUT TESTING & ENGINEERING COMPANY Shutter System. MY.No DESCMPTION DATE ORA,'AN BY. M: 6355".W'36-sr_,s-3w,vumm.(305)671-1531 ,4 Assoclation, Inc. I OLD 11-192 4/13/15 wn 4/13/15 (r5) Pl,.n. (30,9)977-1530.I. k....... 4268 Westroods Drive 2 DRAWING No toRl - - I West Palm Beach, FL 33407 e-mai b1tec.00.1 Es-ow �,'n 6719 15-085 WALTER P.E. •'••••.....1•G %�' 4 a• FLORIDA L,',LLr#r J,',.7 5 SHEET P.E.SQw&61r0w;1)ATE 6 20 OF 20