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HomeMy WebLinkAboutProduct Approval r r — e .. . t h Os w ® _ BCIS Home Log In User Registration Hot Topics Submit Surcharge ( Stats&Facts Publications Contact Us BCIS Site Map' Links Search Florida 1;� P4i Product Approval LL r USER:Public User - Lr�iZ'`.�;r3 Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived LI 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 lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. l�] Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE,PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By 1 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products. FIL Ik Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3(HVHZ) Extruded aluminum blades folded together thru knuckles and Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC, INC. Approved for use outside HVHZ:Yes DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure: N/A Verified By:American Test Lab of South Florida,Inc. Other: Large Missile Level"D". Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports - one specific condition shown in span tables. See additional FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC, loads and spans on engine INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes do-0— gen 1850.2 Bertha HV Accordion ShutterExtruded aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use nstallation Instructions Approved for use in HVHZ:Yes FL1850 Rli II AMERICAN SHUTTER SYSTEMS.INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCQRDION SHUTTER Impact Resistant:Yes SYSTEM,PDF Design Pressure: N/A Verified By:American Test Lab of South Florida, Inc. Other: Large Missile Level"D". Max.span is 13'-2"for psf Created by Independent Third Party: Yes positive ASD load w/o window blade, 16'-0"for 3 negative Evaluation Reports ASD load for HV1 blade w/o window blade f dations FL1850 R11 AE AMERICAN SHUTTER SYSTEMS,INC. indicated on schedule#1,sheet 12. -3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF (*Saibve ASD load w/o wi and 15'-5 for 30 psf Created by Independent Third Party:Yes nega blade w/o window blade.See Sheets number 12,25,28 and 28A of installation drawings for other spans and pressures, 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only(HVHZ)-Drwg# 17-122 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC,INC Approved for use outside HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida,Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other: Large missile level"D". Max,span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FLIB50 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC,INC locking rod configuration for the HVi blade,8'-0"for+64,-72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent Third Party:Yes psf for metals stud mountings and 8'-0"for 110 psf.for HV1 and HV1A working in unison.See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Loyyqght 2007-2013 State of Florida.::Privacy Statement::Access(biIV 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 emalls 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: 101107121" F978 eClieck M. . Credit Card Safe GENERAL NOTES: 1 BERTHA THA FLORIDA ACCORDION MiCM SMOVN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS TEEN VERIFED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) BEBUILDING CODETABLE OF CONTENTS WIND ND LOADS SHALL BE DENERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WAND SPEED REOURED'8Y THE JURISDICTION WERE SHUTTER WALL G7 G BE INSTALLED WITH A 41RECRONAUTY FACTOR K-0.85,USING"ASCE 7-10 AND SIIA,L NOT EXCEED THE MAXIMUM M5.11), .OE31GN PRESSURE RATINGS INDICATED ON SHITS 12'7HRU 17.25,26.28&28A. ARTA '1: (•� BLADES Q IN ORDER To VERIFY THE A£OVE CONOmON,ULTIMATE DESIGN IW=LOADS DETERMINED PER ASCE 7-IU SHALL BE FIRST REDUCED TO A.S.D.DM43N WIND'LOADS . BY MULTIPLYING THEM BY 0.9 IN ORDER TO COMPARE IFASE W/MINX M.0)DESIGN PRESSURE"RATINGS INDICATED ON SHEETS 12 THRU 17,25,26.28.&2EA GENERAL NOTES SHEET 1 IN ORDER,SO VERIFY THAT ANCHORS ON THIS P.GD.,AS TESTED,.WERE NOT OVERSTRESSED,A 33 X INCREASE It?ALLOWABLE LOADS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS.BERTHASYSTEM COMPONENTS 1-20' SHALT 2 FIN,ACCORDION SHUTTER SYSEEIBS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIO- 1626 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTEM COMPONENTS 21-37 SHEET 3 REPORTS_ TYPICAL SHUTTER ASSEMBLY 38-43- SHEET'4 -HV BLADE 1)#0214.01-03,@0715.01-03,@1004.01-05,{111214.01-05, 60317.02-06,$0609,01-10 AND 10210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. jEA 2• F BLADE n AND FIY WINDOW BLAD• 1 -HV WINDOW BLADE®j#0505.01-08 AS TAS 201.2D2&203 PROTOCOLS AND 0725,01-06 AS PER TAS 202 PROTOCOL. E ppPL�te{'LF) -Hv SIA6400422.07-05 AS PER 7AS.201,TAS 2021ND TAS 203 PROTOCOLS. .TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 �'� INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 Z,1N SLADEOT A KO IN(T',ADE(4{v'¢ENGII£ERM TO WORK IN UNISON WITH EACH OTHER IN AREAS-MERE THE DESIGN PRESSURES TRANS"FROM ENID ZONE 5 TO INTERIOR-ZONE 4.EACH INSTALLATIDN DETAILS F-L,CONCRETE/BLOCK SHEET 7 WIND ZONE MUST BE CLEARLY 15-ENTIFIED IN ACCORDANCE WITH CHAPTER.3D,OF ASCE 7-10 STANDARD.ALL MOUNTNC CONDITIONS AND FAS 'CR TYPES SCHEDULES MUST BE APPLIED TO THE. CORRESPONDING WINOZONE-THIS SHALL INCLUDE EEOUIREMENTS FOR WN_SEPARATION IO GLASS.DEUMITATION OF WIND ZONES 4 AND 3 AS WELL AS VALIDITY OE COMPONENTS FOR HV BLADE 1 CENIERMATE DETAILS HV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGIST¢RED ENGINEER OR ARCHITECT BASED ON BUILDING CON'FIOURATiON AND CENITERMATE ALTERNATING DETAILS HV SHEET 9 ASCE 7-10 STANOARD,AND SHALL BE SU61AITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR CENTERMATE DETAILS H➢ SHEET 10 HV BLADE(I)AND AND HV WINDOW BLADE I0 ARE ENGINEERED TO WORK M UNISON WITH EACH OTHER UNDER THE GENERAL CENTRATIONS AND CONDITIONS OF USE INikCASEO SON SHEET 28, END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 11 3.BERTHA KV_ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE f 14X275 AND f"14X4.75 RESPECTIVELY,410-HT MINIMUM MAXIMUM SPAN TABLES - SHEET 12 SERIES STAINLESS STEEL SCREWS WITH 135.0 kSi YIELD STRENGTH AND IBD ksI TENSILE STRENGTH:PINS SHALL BE COATED WITH BERM FIV OACROSKIELD COATING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE-CONCRETE SHEET 13' APPROVED COATING APPLICATORS,REGISTERED WITH A1AERiCAN.SHUFTER SYSTEMS ASSOCIATION.PINS MUST UW THE NV MARKING ON THEIR HEAD. ANCHOR SCHEDULE-CONCRETE SHEET 14 4.ALL ALULNUM EXTRUSIONS SHALL BE ALUMINUM ASSOCtA7tON ALLOY AND TELIPER AS IHD:CATE'n ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY 1%31.7 ksi AND 3&7 kM ANCHOR SCHEDULE- CONCRETE SHEET 15 FOR 600E-TS ALLOY. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A S.AI SPEWS TO BE SrVNLESS STEEL 304 OR 316 ASI SERIES CR CORROSION RESISTANT COATED CARBON 5..EEL AS PER DIN 50076 WITH 50 ksi LOIN.YLLA STRENGTH ANG 90 k5i MSN.TENSILE ANCHOR SCHEDULE- WOOD SHEET 16 STRENGTH&SHALL GONPIY W/FLORIDA BUILDING CODESECTION2411,3.3.4. ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R, WOOD SHEET 48 U.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INSTALLATION DETAILS S-X, WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 13.14,15.15A,16:17&2SA ti END CONNECTION DETAILS"7.12 &X,WOOD SHEET 20 i HV etADE z6. AREA 3 HV BLA ONLY HV BLADE 3& WORKING IN GTN:S4N: 13.14&16 .0131 -� &THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A LLS,PAdENT¢6779.582 COVFOXFNM OF'THIS APPROVAL ARE COVERE%04 WY.OLE OR IN PART 6Y U.S.PATDF f5'45Sj75 tSSUED TO TYPICAL•SHUTTER ELEVATION&NOTES ON LOCKS SHEET 21 EASTERN METAL SUPPLY,INC.". INSTALLATION DETAILS AA-CG, CONCRETE SHEET 22 9.T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERiFY-THE SOUNDNESSOfTHE STRUCTURE WHERE SHUTTER IS TO SE ATTACHED TO INSURE PROFER ANCHORAGE.CONTRAC70nR To CENTERMAT'E DETAILS HD SHEET 23 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN"INTRUSION., END"CONNECTION DETAILS 1-6&X. CONCRETE/BLOCK SHEET 24 to.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERI=,OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES SHEET 25 HV AND HO CENTERMATES AND ENGAGE OR LOCK AL HV AND HO LOCKS. ANCHOR SC1iEDULE, CONCRETE SHEET 26 I it.SHUTTER NANUFACTUREWS tA13EL SHALL BE LOCATED ON A READILY VISIBLY LocAMN AT ACCORDION SHUTTER IN ACCORDANCE WTH SECTION 2709.9.3 OF FLORIDA SUMDi RG CODE-ONE LABEL ��{T� �y SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 11709.9.2 OF THE FLORIDA BUILDING CCD:_ _ AREA 4 HV WINDOW ,BLADE '+�•' ONLY 'yy 112 BERTHA H.V,ACCOW3N SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATEDIN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION TYPICAL WINDOW'BLACE&WINDOW DETAIL SHEET 27 WHERE PERMIT IS APPLIED TO. TYPICAL SHUTTER ELEVATION SHEET 28 13.(0)THIS P.F.D.PREPARED BY THIS ENGINEER IS GENENIC AID DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DPA1,TE FROM THE P,F.n. AREA5; W WINDOW BLADE ONLY '(b)CONT2ACTCR TD BE RESPONSIBLE FOR THE SELEOTILXI,PUP.CW'W5E AND INSTALIATION INM UDI NG LIFE SAFETY OF THIS PRODUCT,BASFD ON THIS PX.M.PRO'ADFD HE/SHE DOES NOY DMATE INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A FROM THE CONDITIONS DETAILED ON LMS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S'RESPONSI2UN. (c)THIS P.E.D.Wil BE CONSIDERED INVALID IF ALTERED BY ANY MEANS- Cd) - (d)SITE SPECIFIC PROJECTS-SEIALL BE PREPARED BY A FLORIDA RE&51ERE0 ENGIN:ER OR ARCHITECT WF3CH WILL BECOME THE ENGINEER OF RECORD(F.O.R,)FOR THE PROJECT AND WHO WILL THIS-ORAW)NG SHALL ONLY BE USED To BE RESPONSIBLE FOR THE PROPER LSE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER.TO THE P.GD.EINGINEER SHAT SUBMIT TO THIS!ATTER THE SITE SPECIFIC OBTAIN.PERMITS IN THE STATE OF FLORIDA DRAV4NGS FOR REVIEW, .. !/s/J (e)ORICINAL P.E.D.SHN,L BEAR THC DATE AND ORIGINAL SEAL AND S'CNATURC OF T14E1�� M1:TNr OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE,High velocity Hurricone Zone 111 N; ,•••.•.•.•„•'•o, x}2017 Tl-=O.INC.(ENGINEERING) _�2017 EASTERN METAL SUPPLY,INC. BERTHA r l j 406 s r ��FF►►�It� ® Accordion Shutter System i aNSwSwAw 4W 817tOE ill W/OR W"Q 0.WWW 8WE#H,V.SWE Amer-ican Shutter Systems! REV.No DESCRIPMN DATE" C%AWN BY L.C. TILLIT TESTING ENGINEERING COMPANY Association, Inc. i OLD.15-0713 crn6/11 DATE: 07/26/17 681'8 N.W.OEs+.St..Sta 305:WRMWA CMIDO 9,FLO=A.33irA(}''•, ,{ R� �r 1t 4268 West Roods Drive 2 .I-f ,I n+f /C" Ay L��Ii4y1 Phonc.(333)8�1 EO-000672SL )1371-1537 P o=(600)432 22040. Fc (561)204-8380 4 //WI 1 vG 4„ pili l777iA"L WALTER A TLUT Jr.P.E. P,E,S;ZrSAa' 16RE/DATE FLORIDA Liz.f 44157 5 SHEET 6 1 O 26 I I 1 i ]'v FDR vnuax BV4X e.. VARIES - �� 1_491' 4 371 °.55= o•rpt; 4 4q ^ a.385' f ., 4.857• - 4.B57 - _.....� � � m 0�. r.' V HV SOUR BLADE COVERED UNDER US PATENT f 5456179 2�HY BLADE �HV UNIVERSAL FLOATER o I O HV 90' 180' STARTER 1A HV WINDOW 13-LADE- COVERED UNDER US PATENT 5456179 J / 0—(D O QUALIFIED OR USE W/ 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE 'N HV BLADE-1 & 2 4�HV DIRECT MOUNT fiv BLADE& -SEE LIMITATIONS OF USE OF BLADE t ON SHEET 2fl 6005-75 ALLOY AND TEMPER QUALIFIED F�USE lY/ HV 6063-T6 ALLOY ATO TEMPER 6063-T5 ALLOY AND TEMPER BLADE V 373- o &I1? 6053-TS ALLOLLO AND EMPER ,124=i .670' .226" -085• �/ 2.67' _� TYPJ —_ 094' .67 o e 72 c 4.8 7• m .A15• .0 2' — ri n ------------rzo----- 0,072- --- 9 O7g, 2 �i_ °.72" 4.436' .726" 12 HV ADJ, ADAPTER W/LIP ©HV ADJ. FLOOR TRACK ` OUALIFIED FOR USE W/ HV GHV WALK—OVER TRACK ( 1970= T- 1.37s BLADE n1 &(2) QUALIFIED FOR USE W/ HV �D HV TRENCH TRACK 5s QUALIFIED FOR USE P!/ NV BLADL 0&222 -- -3750- BLADE�&� 6063-T6 ALLOY ANO TEMPER GUAIIFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1)&(Z ONLY. � HK3A 6063-T6 ALLOY AND TEMPER QUALIFIED FO USE [IV 1.917" VARIES 1.936 BLADE(I)&P V! a 1' 1,91°' VARIES 1.936 ql 083• 083' J m j AOL 6063-T6 ALLOY AND TEMPER T— b 087". o cl .060' .100 o m 093. 93'' mm 2.0 5' °213 ...I .060• 4 670 a 'v .rFJ3' .093'0 - � ta0' .140' iv 0 214 3.520' 1' I STD 3.52°" I 3.529'• I 630' J� HV CEILING HEADER a `BIED FOR USE W/ HV BLADE ONLY, Q V HEA 13 HD CEILING HEADER/SILL 3529 3.5B'" SEE SECTIONS FOR VAUDIT ., QUALIFIED FOR USE N'/ HV B E(�`ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOP AND ..PELT QUALIFIED FOR USE W/ HV BLADED 14 HD WALL HEADER/SILL ��SHD CEILING HE •- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE V7/ H'd - NQUAUFIEU FOR USE IV/ HV ELADE 1 &-2 6063-T6 ALLOY AND TEMPER BLADE�ONLY. 6063-T6 ALLOY AND TEMPER J 6063-T6 ALLOY AND TEMPER X T1 ! BLADE COMPONENT Ti 8 .:77 :l1gLlFle > X Y t M71%MN.Y FLL t - _ ; 7• 2" 0:125 17 MAT(. 1/8• 1/8` HVC 3" 3" 0.090' ff) SIDE ANGLES tB z" s MAx. D.192' 0.19* HVC2) x QUALIFIED FOR USE^W/ HV ALUMINUM. ANGLES 19—r zs- '7^14AX: 0.190' x190' HV 10 r20 CdRNER POSTS QUALIFIED FOR USE W/ HV6063-76 ALLOY AND TEMPER QUALIFIED FOR USE V./ HV I BLADE k Q BLADE (SEE SCHEDULE ///A//�o� 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEM�.Jj 1,ft T1 L FLORIDA BUILDING CODE(High Velocity Hurricane Zone 1111�� cc ®2017 TILTECO,INC.(ENGINEERING) 92017 EASTERN METAL SUPPLY,INC. 5 BERTHA HVTM 44167 S S A Accordion Shutter System .V,BLADE 11 W/OR W/0 H.V.WIN60VI BLADE&' H.V.BLADE$ Shutter Systems REV.Rv DESCRIPTION - DATE DRANK 0Y: LC. AP �1- TILLIT TESTING & ENGINEERING COMPANY 11- 6?55 N.lv.36:6.51.,see.30i vw.Omou WmrNs.no2ta J31 AssociOtiOfl1 Inc. t OID t5-079 07/26/17 � DATE: 07/26/17 S�O••' �ORIO•: 4268 Wes(Roods Driw .a�\.1111 Ptvue:(303)871-1530.Fox:(305)671-1531 s DRAWING No -moa:47(ecaovvt.cam West PaIT 9each, FL 33407 ���Sl-y—� n4'����n' c EH-C9057t9 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 W"ALTER A.TLLLR h.P.E. REDATE FLORIDA Ua 6 44167 5 SHEET e- 2 OF 28 4.76' .929. -745" 1 - 0.33 SS.MS"a THNFJD�*PAINTEll� 1/TNREAD0 OIE CA6i a. (2�•) DIECASNg N6°XED PAAiED "'l1EOSM—,062• „I •I.J25' cq yyr(' .S1B-- .45 1 UnDfft _ ORA;.Crt0i0ER -q�aoJ ,I = :I &KEYS(CNACME (CHROME PLATM) 21 HV CENTERMATE P ED) QUALIFIED FOR USE Y!/ HV BLADE 1O& lA',QALY 12 V F OA N C N A o a• y,,o• n. 1.325- - A-I ®�{V LOCK HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER OU IED FOR USE W/ HV BLADE!J1 &1 ONLY 3.23• 675• QUALIFIED FOR USE W/ HV QUALIFIED FOR USE V!/HV 6063-TG ALLOY AND TEMPR {231 HV' CORNER CENTERMATE B1ADE(�& 1t9 ONLY. BLADE & @ ONLY. Q AUFlED FOR USE W/ HV BLADEONLY -.250.O.D- 2.874• ry 6063-76 ALLOY AND TEMPER Puslr HEAD c 78 IB" 1.756° X22�1 p ^ 21' MnLOr TRENjj �� d a 045' _S 2.079" 1.753' I c I AFTER RNETING 1.825• 3M13'` $ h!H ei "'m Oso• �I n /I�."Qf�20 X .3/4". BEFORE RIVETING " ¢I / S.S. THUMBSCREW 1 JA-Oz-20 RIVNUT* ml } a a; *SERr3 4444 ALUMINON(2024-T3 ALLOY)LARGE r1ANG[T1W: 1 7.730' I . L_ 2750• 8 SHEET NUISL7fr.PART 41 0820,AS MANUFACTURED BY A%M L PIAN "+ FRONT ELEVATION 128 HV MALE "T" LOCK CENT RE MATE 1 4-56E CHERRY TE%TORN.PARSIPPENY.NEW JERSEY 07054 OR EOLAL. �J LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE IV/ HV BLADE ONLY �g HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BADE tOONLY QUALIFIED 6063-T6 ALLOY AND TEMPER rIED FOR USE W/ IAV BLADE ONLY QUALIFIED FOR USE QUAUFIED FOR USE W/ IN rj • 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPS(1'IW/HV BLADE O1 ONLY. BLADE ONLY. 1.917 n 3.161 ° a -063' _ r m it m i -437 os N i- tLTHL'M3iURN .Ofi3 ( •� CYLINDER OR .214' r``° cj .062' •21a" `m'V I• XFY CriINDER fc• I - .545- . MTa. .125'Max. �1 H NT RM TE W . G i C E W OCKING ROD 4°5 " d m O°o QUALIFIED FOR USE W/ HV BLAOEQ), t &U QUALIFIED FOR USE Y:/ HV DLADE 1 , 1A &U2% oA 3 HD' CE MA I $ERT 6063-T6 ALLOY AND TEMPER - 1 .804' _ _� 6063-T6 ALLOY AND TEMPER ✓ $ VARIES.12"LUN. _ QUALIFIED FOR USE V!l HV BLADEQ),, vt&Q )m. m a t/4"0-20 S.S.OR 3/a'o-76 1 130' 6063-T6 ALLOY lA�ND TEMPER - ^ACUAL'DW.MCitEWS, tl/2° ___rTtfUu BTURN (�XrArLS) ° I CYUNO:R O, OR KEY CYLRIOER 1.78 Max. (1 LOCKING RODS ;375., 1/4'9 ( HD LOCK QUALIFIED FOR USE 41/ HV BLADE&:2y HV 3/8"0—:16 ACETAL 3 HV 1 f4". —20 AISI 304 BY REGE14T HARDWAHE'MOR?ISE LOCKS SERIES 2333 HOOK HOLT LOCK 6063-T6 ALLOY AND TEMPER THUMBSCREWS BSCR S QUALIFIED FOR USE.W/ HV BLAOE�, 1A &,� 5 INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE e1Vfoiyj7j���LADE 10& ;+ QUAUFIED FOR USE W/ 'N ELADE 7 &'.� LLED AT TRACKS FOR PROPER EMBEDMENT eR17! FLORIDA BUILDING CODE Hi t1 Velocity Hurricane Zone) V111eIQ • ••:J-r ®2017 TILTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY,INC. ENS F BERTHA HVTM IL EC O ,N .� A.S.S.A. Accordion Shutter System *d_ ;* V.BLADE 1 W/OR WJo_NV WNDDW D1ADE k HAL BLADE j TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No - DESCRIPTION - DATE DRATVH.fiY: Lc. 6355 H.Yc 3EH;.SL,sLe.sos,YVRONI rrAio-- TT.oaw x716 Association, Inc. f OLD 15-079 07/2e/17 LTA1E: 07/2eJf7 •:-rQ '�{��10Q;.-,p���,{V` Phone:(.05)871-1530.Fax:(305)871-11531 4268 Wes' Roods Drive 2 ••••••• M (1 a-mai:tltaao°aoLcom Vies' Palm Bccch,FL 33407 3 DRAWING No E9-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 �i-�f'M11<b•"-,A��� WALTER A Ion Jr.P,E. P.F.F1ft/&YsypWryDATE rLcwaA Oma.g 44107 5 SHEET 6 3. OF 28 41-_ 40 SHUTTER ASSEMBLY SCHEDULE FOR ' HV 1 HV AND HV BLADES. a HV BLADE 1. 39 UU 1� HV BLADE 1A N � N 20 HV BLADE 2 1'� I xt�/ 40 Nf (34I HV LONG RECESSED NYLON BUSHING i- - 39 HV SHORT RECESSED NYLON BUSHING EXTERIOR IT, 40 HV NYLON HAT WASHER I 47�mr- I 41 -4-0 I o ® HV WHEEL CARRIAGE AISI 302-303 SERIES 4 o�` I• it 0.870"x3/16" THICK NYLON WHEEL. 39or or 0.188"0 AISI 302 SERIES S.S. RIVETS EE NOTE FOR WOUIREMENTS) ' Ol ® or 4@ HV 1 3/4" ACCORDION PIN W/ #8 HEAD * I I EXTERIOR 4 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * f xo� I s� ® POLY CARBONATE IMPACT RESISTANT HV WINDOW Wi Q® or I (SEE SHEET 27) �Na N a. II 3 'sI sOR MADE KNUCnETYPICAL SHUTTER ASSEMBLYy. ', SCALE: 3/8" = 1" t '} HV PIN©OR @ AT 3 EXTERIOR (1) HV PIN Q snALL ALVJAYS BE USED AT ALL EXTERIOR BLADE'S KNUCKLE, DOT®.KNUCKLES OF HV ACCORDION SYSTEM W'/ HV 70 OR mO.32a ^ (SEE NOTE * FOR HV BLADE. 048. t REOUIREMENTS) (2) HV PIN®MAY BE USED IN LIFU OF(2)AND ONI,Y AT I I EXTERIOR BOTTOM KNUCKLES OF 1A'ACCORDION SYSTEM V//HVO2 BLADE 17HEN CORRESPONDING TO INSTALLATIONS "CC'AND "DD', -8J w ilI I SHEET 22, I I (3) IN PIN®OR®W/ 1/2"O.D. 1/16^THICK s.R. WASHFR WHEEL .CARRIAGE..DETAIL 'I� SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. ASSEMBLY LAYOUT SHEETS 11 6, 24. N.T.S. N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricane Zor.e) t1't •..,,• T✓a OD20L7 TUECO,INC.(ENCRIEERMC) @2017 EASTERN METAL SUPPLY, INC. BERTHA HV,- N A S S A Accordion Shutter System L. ECO 1 N C V.EUJ 1 W/OR W/ WINDOW BLADE&N V BLADE E 0 KV. 1 $ ¢ �TILLIT TESTING & ENGINEERING COMPANY American Shgtfer System'sREKRo OiSCiDVBDN DATE DRAWN BY: L.C. ' 6255 N.W. UM.'-e.5•s.305,WRCM e7.4DENS,FWRZA 3316 AssCelCflon, Inc. 1 OLD 15-079 . D7/25/17 ELATE: 07/26/t7 4268 V/estRoads Drive 2 0 P Phone:(305)871-1530.For:(305)871-1531 ••�'C,�`''-•.�R�a G� 1,�\ a-mot:L9teee0aoLeom %Vest PDIm Beoch, FL 33407 3 DRAWING No _str/An�e1 T[�' .art E8-OM71e Phcne: (800)432-2204 -For. (561)209-8380 a—^v7�j F�`'�I�r WALTER A.TILM Jr.PF.E. a 17-102 P.E.SEf�/r,�vgij ''RATE: FLORIDA Um..¢44167 5 SHEET 6 4 OF 28 llr---QQpM777 3`" -g' "NOTES ON.HV LOCKS AND CENTERMATES: "` "lJl 7 (5 or @ SHALL BE USED AT'1/2 OF SHUTTER SPAN FOR ANY SPAN 7.MANDATORY CONORIDN H:ONE MV LOCK , OR 72'ABOVE OR 8 OW 2 OF SHUTTER SPAR FOR SPANS UP TO 105',AND FOR INSTAL TIONS AT ANY 1 t.."'.. ELEVATION. HV LOCK W. or MAY 6E USED AS AN INSIDE OR-OUTSIDE LOCK,ATTACHED TO"OR S. - -- - ( - CENTERMATES W/(2) 1/4"O-20 x 1/2""LONG FLAT HEAD.S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 19 MMnp, Qmtd�`m l � 2 . )NDITION #2 AL RY CONnMnN if WD QNLY FOR ELOOR/CEIIINC IN$TAli!MONS. . TWO HV LOCKS"OR OR ONE HV LOCK OR ,$W/ TWO LOCKING RODS 0S AT TOP & BOTTOM SHALL BE USE ANY SPAN AND IN ALLATIO AT ANY ELEVATION. ` I HV LOCK a OR�SHALL BE ATTACHED TO OR(&CENTERMATES W/ SAME SPECIFICATIONS AS PER D9-xve MANDATORY CONDITION #1. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER:SCHEDULE #3 ON SHEET 12. dinaE25bli 6'oD3`O,�on i4� 3. ,ONDmo�I fl-IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP.TO TIVO HV � vy LOCKS IM B OR 8 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 1i OR Q SHALL BE AS INDICATED ON.NOTE(1) ABOVE. �5^ _� LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. I„a "g8 i 4.WX AT64Y CONDMON AT OR LIMITED MANDATO Hoc_flvc j�x - LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY E USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0.OR AN ALTERNATIVE'DEVICE N 3wdo yl � MAY ALSO'BE USED AT STACKING POSITION (NON HURRICANE POSITION). C�II II - 8S^��,oz C � 5.MANDATORY CONDITION A2: ONE HV LACK q 1'�'SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN llf1 11�� 3S9sGo ice,., AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2t ¢ or�5 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, �`% ATTACHE)TO CORNER CENTERMATE 54/(2) 1/4 0-20 x 1/2' LONG FIAT HEAD S.S. M.S. 'RVO LOCKING RODS AT TOP & BOPOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 / MAMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. s. FIRSr kjERKkTE TO MANDATORY CONDITION J=a - OR 22 a ONE ALTERNATE W =q§MAY BE USED IN LIEU OF HV LOCK Q4 or B FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK(8 MAY BE USED AS AN-INSIDE.OR OUTSIDE LGCK.ATTACHMENT- - I— 1 OF 1/4'0-20x3/4"S.S. THUMBSCREW.TO/ !OR 0 CENT-cRMATES SHALL BE MADE V!/ 1/4'0-20x3/4'ALUM. SEE END'=1 - - - RIVNUT AS SHOWN ON:SECTION HVE:SHEET 8. ONELOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR YN'O CONNECTION �.y" LOCKS AT 113 OF SHUTTER SPAN. DETAILS ON D Y C N I J K L 0 I P D F V W- k sHEEr n ttP. 11f i =NOTES ON HV "T" SOCKS AND CENTERMATES: FULL HEIGHT. y- ` I 1. I! OF CORNER SECIOND ALTERNATE To UMDATORY CONDITION " YA'M ONLY FOR KV-r I= AND CEN11ERMATES Q AND �ONE ALTERNATES M/?'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR qj FOR ANY SPA'AND. .a:.'uTEo tl1L1X CENTERMATE I?ISTPL.LAIION AT ANY ELEVATION.ALI RATE LCCK 1�0_AAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT C19 C C OF LOCK�O INCLUDES USING REINFORCING LOCKER O,AS SHOWY ON SECTION HVG, SHEET 9,VMICH MUST BE yJ oa K B • 7 ay 8 x 10 31�+ I CONNECTED.TO C04IMMATES'@ AND E•W/.1/4'0-20 x 1 1/2' LONG SS.THREADED BOLT'N/7/8'0 x 3/32' C101`l S 4177*Il 31ca f1�.1�S w WiNONUi OR'W/ 1%4'0-20x1'S.S.M.S..IAITD A 7/4"Ox 5/8"RNNUT.LOCK MAY BE INSTALLED AT MIOSPAN.OR 12' .J J U MAXIMUM A60VE.AND BELOW MIOSPAN.USE;OF TWO LOCKING RODS.(51 TOP AND BOTOM IS MANDATORY. C •c1-Q3 C6 07 � �• �� ��GR *NOTES ON HD LOCKS & 'CENTERMATES: Y�-� HDL / (HD OENTERuA77S({� OR V W/Q ONE ALTERNATE HO LOCK l7 MAYBE USED IN LIEU OF ��H 8 as 19 h 3�cR�q}.Ij r�ofl(a. HV LOCKS(�M OR X51 FDR ANY SPAN AND INSThLATiCNS AT ANY ELEVATION.ALTERNATE HD LOCK J MAY BE USED •`/ L��U `i 'v LJ` AS AN INSIDE OR OUTSIDE LACK.ATTACHMENT OF HD LOCK 3t'�4J TO ,IS W/3#8 x 3/8'F.H.SS.MS.,AND INCLUDES TYPICAL C1/ HV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT ij AS SHOWN ON SECTIONS 8DB-FTA AND HDC-WC.SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12MAXIMUM BELOW.OR ABOVE MIDSPAN. USE OF LOCKING RODS 35!IS COMPLETELY OPTIONAL. N.T.S. k.Tit FLORIDA BUILDING CODE(High Velocity Hurricane Zone 5,V Q� ✓9= Q2017 11L1EC0,INC.(ENGW«NG) 0'2017 EASTERN UETAL SUPPLY,INC. �CENSF ., _ BERTHA HVTM No.44167 /+ Accordion Shutter System IT':C\ ,. a�f.: 'L E�r® INC. �lS����■ V 6LtDE#1 ri/.OR IV/0ATIM!BLADE&H.V.ETADE ..- .; American Shutter ISystems REVA. DESCSIPIION -.DATE ;DRAier ar: LC: •.,' TILLT TESTING & ENGINEERING COMPANY t. C Assoclation, Inc. I OLO 15-079 D7/26/17 DATE: W/2fi/17 /m��x�vtT� •�/ 1. 6355,14A n6;R 54.$o.153 V.Tax (305),FLO1-15*A 3316 Phwe:(305)871-1s3o r :(3o5)e)1-15J1 4288 West Roads Drive2. DRAWING No �_4� •" `� .� e-m0,ulaceo tcsn Ncsl Polm Bcach, R 33407 T E8-0°°519 Phone:(800)432-2204 . Fox: (551)209-8380 1]�1�2' WALTER A 1- J4.r._ 5 5 SHEET 28 P.E SE}(!aS(C9{URE/DATE ROWOA lic:�44167 5 POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE REQU-RED 1/4'41-20x3/4•S.S. CONCRCI� REOUIRED� CONCRETE ANCHORS 1 .CONCRETE ANCHORS GACHME SCREWS REQUIRED _rte__ (SEE SCHEDULE ON / .. (SEE SCHEDULES ON �Y7/ / CONCRETE ANCHORS Ij- SHEET 13) / / ! SNEES 13& 154) NUTS® 12'O.G. (SEE SCHEDULE ON SHEET 13) 1" , 1'�, f'^2 E� -- 12oR� / .F / tAn. 1/4"0-20x3/4•S.& /' h1;6: j____� !' _ 17 oR l8 EO l^-NACHNF SCREWS ! `O Q. ' I _ USING 1/4-20 NUTS / I 1/2• , , ® t2'O.C. 1%2" II E D. "IED• I' E -- I 13 OR O3 OR 15. .2 / E D,-' /- 1 .250•Max. ` E D*/ .� r r r h1ex. i i l OPTIONALOPDONAL MN.-SEPARATION _ I-1 rj ,I .MIN.SEPARATION i w 1{F71T ' 7D��(� TO GLASS T 2 FOR� ` . -'(SEE SCHEDULE ON- 1 1 srwc ON SHEET 2sJ� I'' i OR V.N.PAPA o" 1 L csiA<sJ SHEET 12) , u, — TO EF SCHEDULE DN— (Sl ! J 1 EXISTING SHEET 12) J HV WALL HEADER INSTALLATION CI R INS 10 © HV WALL HEADER INSTALLATION EXISTING E1G OLA55---� -------- MN. SEPARATION 1 � O CLASS TO cuss(SFE 1 OR 1 j 1 IXc s (BEE T cH ON i s SD�l1LE ON S �, UIN:SEPARATION 'I SHEET 12) {t2 FOR QPFE(7)AND ON SEE 28 CR i---_. TO GLASS Q (0) (SEE SCHEDULE ON E1ACE5 t&V SHf.F.T 12) 1 '.j ; ED• f OPTIONtL ✓ .N OPRONu _ 13 OR 15 i iii tI E.D. _T r '� L.E DLJ,�' I ri/a 13 cg 1© ' ✓f/ 1•JIIII 12 I (. 1/4'o-20x3/4' PH6LP5 TRUSS HEAD SS PHIWPS L@ 1$ EQ -EO A4ICHIHE SCREWS USING ,!_- CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE AN . 1' 1/4•-20 NUTS•it D.C. L-(SEE SCHEDULES ON W/ 1/A'-20 HUTS a 12"O.C. SCHEOU ON I hrn. POURED CON RETE SHEETS 13 k 131,) POURED CONCRETE-1 SHEETS 1 ISA) / 1 OR CONCRETE BLOCK - OR CONCRETE BLOCK �--=--; / '1QDNCRETE ANCHORS REWIRED WALL REQUIRED L (OF HV WALL SILL INSTALLATION CD (SEE SCHEDULES ON POURED CONCRLTC—/ SHEETS 14 h 15A) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION "DT `S SHEET 4 FOR D``I SHUTTER INSTALLATION DETAILS W/ 7--SEE Sf1EET a FOR TYFICAt,SHuiTEFi •'E. D.=COCE DISTANCE — .. , 7SSEUBLY (SEE SPECIFlCATION$ON SHEET 14) LltA1TATKINS OF USE FOR r 2- h10UN TING SECTIONS CAN BE COMBINED E v ON SHEET 28 ,1�� H V- B LA D E N AAY WAY TO SUIT ANY INSTALLATION. /!.A/D/s L-F-a {e FLORIDA BUILDING CODE High Velocity Hurricone Zone F ,.•'C•• (•�• •✓/1 ©2017 EASTERN METAL SUPPLY, INC. GGNV�(•• z ©2017 TILiEa0,INC.(FNCINEEFGNG) i BERTHA HWA .44167 ': L E C® A. S.A. Accordion Shutter System lNC. Y.BLADE 01 4l/OR IV/0 H.V.914DOW BLADE&HV.BIACE(1 American Shutter Systems REP.N. DESCWTION DATE DRAWN BY: L.C. •�'A,A TIWT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-070 a7/26/n DATE: 07/26/17 �,(�1p/ L 6355 KW.36th.St..Ste.J=YIRGItM GARDENS.FLWiG 331 _ lam£.•�••••V ••� 4 .4268 West Roads Drive 2 7C •. ��\Its Ph-,:(3a5)871-1530.rex:(305)871-1531 o-�t LlO-C..L— West P.I1 Beach. FL 33407 DRAWING No ,`SSIONAI 1' EB-01106719 Phone: (000)432-2204 ,Fax: (561)209-8380 17-102 WALTER A.'nt IT J,PF.. P.E NZf M(7f1XTURE/DATE FIORNA,Lx.S 44167 5 6 SHEET OF 28 CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) J ro ,,�' ---C`1,,•OR REQUIRED ISDIEDAEa r¢7 ' ED".E OF 12 FOR AL AEE�y.W ON sFul 29 LAB IF APPMAULE EXISTING �+Qu 0 1 7 r GLASS i I' r. c7OSTWG � o7nE m r7 I A_ERONHAOR I II - (:i Qx3/4 HEX GLASS i ` f SNEE7 12) { / ! I I'.� /%r•,/ •' i LCCA710N i i ♦it YlASHER HEAD,; 1 I i t TEX SCREWS I �( - 1 CR 13 OR 5 ' 3/a'1/IN. 12.O.C. i i i i i ` i 1 II o i 3/aan1 CONCRETE ANCHORS I 'r r l GIJSS I r r 1 I I l i 6 - 7 I (SEE SCHEDULE ON S G 0-�— SHEET 14 r r ) ED,-1 C/ J / moi`, /f J .' ✓. EDGE OF IXISTING ' I r I I EDGE OF / - i r t i r _ ' /,• ` r / EO Or GLA55 SLAB ff r� /IL ,' I 1 J1•I 1 J �J EDGE •r f r {� APPLICABLE // EQ� EO �� / .F AI P�CAB /r.: C 'I' / 1i ' _ I)CA9LE 12 FaT Axv ri�,.cCt .� �♦ POURED-,/c /� /i ' // r- J• �, / POURED: ' • * arc skf 2B Tt:P 1 OR 7 CONCRETE CQNCRE7E�� —E'D' F(A7 HEAD CONCRETE ANCHORS vns�i s .I REQUIRED E D.• ( 1 O.*� QUIRE] CONCRETE — (EF.SCHH CON n N SHEETHO5 .REQUIRED (SEE SCHEDULE ON SHE00 ET 26) IQ"I HV FLOOR INSTALLATION t CI HV WALK—OVER INSTALLATION 11 T�2ENCH INSTALLATION NV CEILING INSTALLATION VALID ONLY FOR UP TD +70. -75 PSF ATING G FOR SPANS PER ' (CONCRETE.EE SHEEP 12 uN yrxA•TgN Ih ll T 1 (SE_5 OFI Oma, FXL.IING r —__. _ �. IXI':'71NG SH h 15A) —11 E705nNC_ ire 171 ! GLASS—� ldINTO GULSSIOIJ GUSS—I� U.-SEPARATION / GLASS TO GL SS (SEE SCHEDULE ON 'f SEE SCHEDULE O 7 1 O' !i,�- SHEET 12) ( I i I I 11 11 I 5HEET 12 i a7 rh ! .'•/ i l Ili I IJJ ., i f I £ 31 OR 15 I I �" NRI I I 91Ox3/4"HO(WASHER r 914x3/4• HEX HEAD2 i i 3/8 / IIEAD TEK SCREIVS 6 1 3/@ ;• r(r -j TEK SCREWS 0 9"D.C. - r _ 72'O.C- r I I, OR 1/4'0-.20 SS.M1LS. CONCRETE ANCHORS J _____ 6 ]� 914x3/4"S.D.S. -•/ r�i I r x IN/NUT 0 9.O.C. ' (SEE SCHEDULE ON %1/2 ®9'0.C. , 1/2 1 SHEET 15) - - 11 / 17 cR 18 1/2". _r ('74x3/4"F.H.S. EYE.OF I j�J :1, / 8 9.O.C. 7/£i'itt`7 //6 / / / i' j r SLAB I. ,r APPLICABLE •1 CONCRETE'ANCIIORS SEE NOTE 13(b) -SEE NOTE 1' POURED CONCRETE— (SEE SCHEDLLLES ON ON SHEEN 1 OUREII CONCRETE ON SHEET ,i' 1•' r .'� ` =.0. / / ,•r 1, OR CONCRETE BLOCK SII-EPS 15 h ISA) CONCREIE BLOCK '-..� '--- -ll,--.�• REWIRED SHRED OPTIONAL—''/ POURED C- HV WALL FLOOR INSTALLATION u V ALL WA K— INSTAL TION REQUIRED G)HV RAINGUARD INSTALLATION t INSTALLATION DETAILS W/ MGr FOR COMPMATirN nr Sr"ONS: - - - THIS WSTAI.IATION 5i':.LL BE 1- SEE SHEET 4 FOR TYPICAL SHUTTER ' E.D. .:EDGE DISTANCE REIUCA•ABLE M44E,N PERFOFTED `� HV BLADE (SEE SPECIFICATIONS ON SHEET 14) ADJACE14T TO AN OPERABLE EXIT •SEE ULfrATIONS OF USC'FOR 2-S IA0UNNNG SECTIONS CAN 13E COMEMED lFtpl111/ /i�� tOR ENTRANCE' BLADE CIA-Ch?SHM17 26 IN ANY WAY TO SUIT ANY INSTALLATION. p �L FLORIDA BUILDING CODE(Hirh Velocity. Hurricane Zone) \\\\tt�{`. �,l•E�f+'�•••dip1 02017 7ILTECO,INC.(ENGMEMNG) ®2017 EASTERN METAL SUPPLY•,II:C. BERTHA HVA a 0,44167 10E C O 1Nc. A S; A Accordion Shutter System V.BtABEJ1 W/OR Y//0 11N.YiINDOW BLADE do HM ME. •6ro•• .•�� e Tlwt TESTING & ENGINEERING.COMPANY American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: L.O. �C/ \ Association. Inc. 1 CU)15-079 07/26/17 DAT¢: 07/2a/t7 29 P:' .eau eLw.aew,s1,w.sas.xFow ra:o0u,fLc4cu sale 1 •......•• `G�•r% Phone:(305)871-.15!0.Fox:(305)871-1531 4268 %Vest Reads Drive 2 p \ e- lh 0I1.ee Co.!. West Palm Beach FL 33407 DRAWING No su/�NA, EO-000 3 6719 Phanc; (B00}432-2204 Fox: (581)209-@38017-102 'I •• YALTER A 111 7.r-I.E. 4 �/ / P.E.SEI�SIGUR1E/OATE FLOIrOA Lica 9 4057 5 SHEET - 6 7 OF 28. SEE END WALL ON ETS 11 20 INSTALLATIONS W H V SEE NOTES ON LOCKING®014 SHEET S. LOCKS© Q OUT 9� T I N I EXISTING GLASS � fes_ **AND ALTERNATE MV LDL% IS -SLACK DETAIL HIS IS VAUD FOR ALL 00 BLADE W HV CENTERMATES CENTERVATES APPLICATION WITH DIADEQi OR SEE ENO WALL CONNECTION —EXISTING CLASS DETAILS ON SHEETS 11 r} 2Of-----------------L------------------------ o1©OR��j'yi'fA®.�OR —�---- —� 2•.2°"I%8'"0•-2 ) V 3 1/4` 7• 5 1/2• . (6083-T6 ALLOY)ALGIL 8 + 8 w 9+ 3 a•1 5 0" 9 --_-- .. __ 7' ANGLE W/(2)1 TRIGON ; .T�Z- J OPPOSING - T- SYMMETRYCAL ANCHORS ro°°""RETE _ I r l CENTERMATES (TOP/50R01J)k_ I $70_:3/4'S.M.S.-®'12' CENTERMATES (4)t♦10xi/2'SMS.TO 7UDE I ° { --- N. SEPARAitON AT EACH lJ1GLE(TYP] O.C.FULL tENGHT. f W,�' HV LOCK oOF W/ HV LOCK Of �` TO GLASS 5FIN_] IN (SEESHEEFD;)LE ON 1 _ i 3 * 3 . aL fil 4w I I ------ - ------- - .. - — --- --- —I----- ----- 1/Z' (3) Vr ©on®w©* 7Ow®d+10�Qo" c O _1 - 2 OUT w 0-0®- HVA J HVB ©o"�w®=OQO�Io_®� ASS POURED CONCRETE OR O - /�, -EXISTING CdAS-4 CONCRETE BLOC{WALL, EXISTING '�00.�+®nx®'�n" I ———————————— __ 10 ©_aR Q'®ctq l./-O f �� j REQU EO cusS 5« 9 EXlsrw SYMMETRICAL 6 7 ' w 6 7 O O © © ® ® O'� CENTERMATES — IN !-� © � +� MINTSFPSION Goss 1 * t ®'�° 7©' °"®'�a + f //�� HV LO C 6 OPTIONAL (SEE SCHEDULE ON ` SEPARATION IN (J+U* �-(INTERIOR) ®'®69 Q+®��•�o+(� SHEET TO GLASS C7 \ (SEE SCHEDULE OPTIONAL ON SHEET 12) (INTERIOR) ` - ---- ----._._.- --_---- ------ t OUT r, -'A ANCHORS ll1^^�55,, 0+ ®wOn3 VARIES.� ... OUT 6 1/2`MAX SLACK I I, OUT `--L1.'11 (EXIEpRIOR)} HVE HVF** CJ 1111j1�CT1 '++R HVD FLORIDA BUILDING CODE High Veiocity Hurricane.Zone) {{{ Q2617 TIL7ECO.Mr_(ENGINEERING) 02017 EASTERN-I/ETAL SUPPLY,INC. No 44167 v9 BERTHA HVTm .�; /IMILEC A S S A Accordion Shutter System * V BLADE 11 WY OR N/0 N.V.11114MV BIDE&im BLADE TILLTT TESTING k ENGINEERING COMPANY American Shutter Systems BEVY. DESCRIPTION DATE DRAWN 6Y: - LC. - :' {, Association, Inc. 1 -LCD 15-079 - 07/26/. DATM 07/26/17 �� {{ 6355 N.W.361h."'Se.Z05.VIRGINIA CMMS.FLORIOW 331 {1{ Fhona:(305)877-1530.Faa.:(325)871-1531 4268(Vast Roads Drive 2 - �O��L�N6�TIly1 a- MCI%` eem West Palm Beach, FL 33407 5 DRAVANG No wAL1EE-00267 0067 79 T..P.E. ��PFane: (800)432-2204.Fax: (561)209-8380 4 17-102 ��/i/IA.nLUT P.E.SEAL/SfGNATURE/DATE FwwDA L'rc. 34187 5 SHEET' 6 8 OF.28 ALTERNATE INSTALLATION W- HV "T LOCK 30^ HV SEF END CONNECTION'DETAILs ON SHEETS 11 aE 20 MALE/FEMALE "T" LOCKS CENTERMATES 8)8, . & LOCKERS it W-n HV BLADE OUT I 90 I IN /�-%SONG GLASS �•/ I RUDEtQ SUCK DETAIL tiVF. INDICATED ON SIIEEI $, AS WELL ASUNNCRSAL FLOATING BLADE©DETAIL HDD-Hn , 55"fey®w®•O7 B�ca)p+o oa INDICATED ON SHEET 10, MAY BE USED'NRH THIS ALTERNATE iL lvxO.�e7 Q+Qoa©.®aa :No DETAIL HVG SHOY6y IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS I 1 "Q 2•xz•x,/e-xo'-z 'Z.J � ®.pa.Q.��,s.�w� (6083-T6 ALLO') MILLE W/(2) 1/4.0 TAPCON ' 1/2" ANCHORS TO CONCRETE QOP/DOTOM)A, L -----———————— --------—'----————————-- (a)p1ox,/z S.U.S.TO ruse i ' �10x3/a'SACS. ®1z ————————— AT EACH ANGLE(1YP) O.G FULL LENGHr. 30 HV "T" N MIN.SEP' TON N 30 HV "T" iD c s LOCK {INSIDE) I- 1� 3 ��LOCK (INSIDE) (SEE"CH OULE ON - - sH iz) — ----------- 28 28 1/2' \ Mill LJ / 35 OUT 5 35 2 - 1/4" 0-20 x 1 1/2" S.S.M.S. * W/ 7/8"0 x 3/32" WINGNUT. 27 / NYLON SCREW HEAD * SEE NOTE 6 FOR HV LOCK 30 @ HV "T" LOCK (OUTSIDE)- 26 1/4" 0-20 ' 1'' S.S.M.S x " "T^ LOCK, OH W/1/4"0 x 5/8" RIVNUT t. 3O HV "TLOCK (OUTSIDE) •r SERIES 9444 ALUMINUN '"VQ* ANGE THIN (2024-T3 ALLOY) LARGE FL SHEET NUTSERT.PART B OB20, AS MANUFACTURED BY AVDEL CHERRY TEXTORN,PARSIPPENY, NEW JERSEY 07054 OR EQUAL FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ,`\�� �!"�•tC7EhJS�.�"+��— 02017 TILTECO•INC.(ENGINEERING) 02017 EASTERN MCTAL SUPPLY, INC. BERTHA HV11A No.z'14167 ASSA *= r Accordion Shutter System L ECO 1 N C: .V.BLADE#1 W/OR W/O H Y.%?W#BADE&H.V.BLADE{ American Shutter Systems M.N. DESCRIPTION DATE DRAWN IM L.C. 55 W.W.TESTING & ENGINEERING COMPANY 4� Association, Inc. , OLD 75-0i9 - m/z1:/v DATE: o7/zs/s7 e!55 N.WSBeL 5)5•.d.50.5,Na Fox GARDENS,PLf153 5316 4268(Vest Roads Dr"o .t` Phone:(]05)871-7730.Fox;(305)877-1537 2 DRAVNNG No `Q�I71 � rit a-mmE: 11036Ooo7.com West Palm Beoeh, FL 33407 3 ��—+On /i6 Ep-DOLLIT J Phone: ($00)432-2204 . Fox: (561)'LD9-8380 4 1 G - •- WAITER A.TIL1iT Jr,P.E. ' P.E.SEAL/SIGNATURE/OATE FLORIDA Ua 44-47 5 SHEET � s 9 OF 28 SFC CND WALL CONNEC110NAErAILS ON SHEETS 11 dT 20 . EXISTING GU55 OUT ( IN INSTALLATION n HV BLADE I ®�© OW®a10 •�� W/ HD CENTERMATES a } 10•Q5�©•®3�i©•©°° SEE END WALL CONNECTION �EXISTING GLASS 00 � l ! ,�.0•p�0 0 5 -- -----------f------------------ ———— 'i; 2-:2•,1/8-x0•-2' 35* * 35 (6063-T6 ALLOY)ALUM. I 1/2 ANCd.E tY/(z)1/4•a ( (OPTIONAL) 4 (OPnoNAL) TAPCON ANCHORS TO I MIN. SEPARATION d10 x 3/4•S.M.S.0 12' (h) H.V. CONCRETE(TOP/BDR016f�I 1 0.C. TO C!A55 tr(R E Mp/' 1 (SEE SCHEDULE PINS (TTP.) I N to TUB AT EACH ON SHEET 12 (h). H.V. ANGLE.(TTP): 5 , �� 4 5 8' 6 1/2' PINS (]YP.) A 5�B• 1 1/2� t , 1 20 31 OR 32 33 31 GR 32 31 OR 32- 35 31 OR 32 HDA—HVA �J 3B* (OPnmu*L) HDC—HVC (OPTIONAL) HD9-.HVEIAUT SYMMETRICAL HQ.CENTERMATES SYMMETRICAL HD CENTE M.� ATES WL-G! LOC INTERIOR W/ LOCK (EXTERIOR) (0 ©-©•0 &@- SEE * SEE NOTES ON LOCKING RODS®h HD'Q LOCKS ON SHEET 5 ** UNIVEIRSAL FLOATING BLADE(3 DETAIL I1DD-HVD IS � (D VALID FUN ALL CENTERMATES APPLICATIONS V-17H GLADE1O --0 i ��0+..�Ar" HDU=HVD** 6FII' '% FLORIDA BUILDING CODE High VelocityHurricane Zone; .t ' ' 02017 TILTECO.INC.(ENCINCERNG) Mi 2017 EASTERN METAL SUPPLY, INC. a a••••' C�IVs�•+,+'�►- BERTHA HVTM ` NO.44167 I L E C O t is a. A■X71.e7■A. Accordion Shutter System ' v.E(A9E 11 w/OR w/o KV.WIDOW FADE&KV.BLADE¢' American Shutter Systems REV.Ne DESCRIFTION DATE DRA1144FM L. TICCIT TESTING & ENGINEERING COMPANY C. Z Association, Inc. OLD 15-079 07/26/17 DATE: 07/26/17' _ AS 6755 N38L%.SL.V..305.W1GeM WDDIS.FLORIDA 331 E _ •/ �•'• - ` Phone:(305)871-15.10.Fc,:(305)971-1531 4268 West Roods Drive 2 DRAWING No Went Palm 8cach, FL 33407 �pt t 1 e-men:Llleeo0ao`.cam 3 %./O,YAL 4 �•••j1 Ee-0➢06712 Phone: (800)432-2204 . Fox: (5G1)2C9-8380 17-102 1vALTER A.TILUT A,P,E. 5 SHEET P.E. SEAL%5014%fd�tE/DA7E FLORIDA Lk-#44167 6 10 OF 28 POURED CONCRETE OR ',j POURED CONCRETE POURED CONCRETE POURED CONCRETE t i,%' / OR CONCRETE ____A' OR CONCRETE I,; CONCRETE BLOCK WALL - / OR CONCRETE y REQUIRED / ��, / BLOCK WALL REQUIRED �•a/ BLOCK WALL REOUI.4ED ( i 13LCCK WALL.REQUIRED .•' r EXISTING GLASS I / CONCRETE ANCHOR � / � S —Ex_i—sn_G CLASS LASS lIIL am. --2* ,� EXISTING CLASS MIN. ' EXISTING GLASS 0 16O.C. i / WN.SEPARAI 4 2 IAI. �—— • % To ams(ScE TO LASS t /l. /Y` ' 12 MULr OSi-SMO '/ lion�TICTI �t,,r� I I MN.SEPARATION EQ EQ r ( - - I ("� j'' '� TO CLASS(S� SCHEDI&E CN EET ON STEET 2B FCR / % SCHEU LE ON SHEET )I SCHEDULE-ON St= /• i i 12 FOR P,.AOE IilAM1O 1/16"x3"MAX--- / BUOFS t7& i 72 FOR SLACIF(D 1X / {i1 12 FOR BLMECJ)WJ7 CIV SLEET 28 FOR (6063-r6)CONT.. ON SI IEET 26 FOR _CU OR 28 RYi ALUTA.CLOSER 1/2 (LG{ )aT� CUkO / ©�9lBwEsma�fy EITHSR SIDE) ATAEITHER Sttl 1UN. 7/Z•IAN. OF®) /71 4-USE 1"OR 2"MAX. I { tOx1/2"S.M.S. I I _ (As AF?LICABLE)x2"xi/a"x0•-z- sJ ALUMINUM CLIP ANGLE O.C. —.—. _.— m 16"O.C. C' I - ---�.^ 4 1 (6063-T6 ALLCY)AT IADHEIGHT j I ¢ Al C - -- '-_� (1) /10X1/2'S.M.S.TO®& / - (2)1/4"D TAPCONS ANCHORS TO f/ SEE DETAIL X FOR_• \@W WALL AT i"O.C_(LOCATEA7 / LJ� ,OR ETTHER sroE of(a�) 1 OR 6OR • SEE DETA.iL X FOR ' OR ��1�1A♦ I SIDE CONNECTION r , .bloc COVNECIIDN �'J I TO TRACKS w�w(E)-0w�8•'�w 10 :« SEE DETA'L X FOR1 4 6 I y •w�w�•Oj w(gje V_�m TO TRACKS �� V SIDE CONNECTION `10• '-*1�•3wir7. 'a^w f2iw a.6 w6«.10•L'°' 10 '�w�j•�+��nJ•�'"w TO TRAr.K.S .'0.'.. fI'�w1J•�$w 11�. 10•IS'm�i•Zw�j•n-Js'« L__�j'pp L�>©•'p_,I(_aw 0}-(2)- C6` C6) 70 Im ` ©•C7 f7lmr .n•�'« •�tw,s�•.r m�s�. w aw, «e.. ay-0j,w F_3•;�S'w�.C7- 8- 14. 3'wt 5wC9 8 �w •� Imo0.- 5l 9) BO-@ Eq'Z«L'• «C9: O-Cs'a@ @31w1 1.@-09 END CONNECTION DETAIL (KiEND CONNECTION D T IL T END CONNECTION DETAIL(IEND CONNECTION DETAIL ---- 17�! _ CONCRETE BLOCK WALL EXISTINGI 4 i �•REQUIRED ONLY FOR SPANS GREATER THEN (. CONCRETE/-POURED I2' 0• �EXISTL'LG GLASS - R=ouwED clASs 4 !N1 SEPARATION ()1OX1%z-S.M. ——————— NM.sEPW7AnCN `" TO GLASS(� / a 1s ox.f\ TO GLASS(SEE Y +X-- - _ / SCHEDULE ON SHEET SCtEtA11E ON SHEET D a _ /6)OD(B/rR f `i OR 12 FCR B1.LE OI AND CONCRETE / �`. 1/2"MIN. 12 FOR BADE OA.10 _ -_ ------_--- `'-I -- ---- �'' �� I-'7 OCl1R�.ES &TOFi r. 1 �__ _ --_ IL/�ORf11OR�,+OR CONCRETE' i' — i ON SHEET 28 FOR ANCHOR 4T :, /�_. _ r 21ACES(1'h. 12"O_C. � ;� � r•-•J 4r-' ANCHOR �� I 47 16•y%/-- 1/2-1 MIN. \5-_7— - /U O.C. }/' ` }LI—j PUN-11 . EO ! ��OR JoR`�OR �- 2 M;N. ;' 2"MIN.,. 1 ♦ SEE 0PATIONS OF USE FOR. S I GLAD-c�IA ON SHEET 28 IiOR130P. OR� VIEW Y / OR �♦ " doR Qg' PLAN DETAIL X PoUR. CONCRETE OR CONCRETE BLOCK WALL ` _j.Ow6p«�o'., .w G2o.•ns«qJ7 END INSTALLATION 10 7 5 C^�7 i7 REQUIRED C•-Q�•^•Q J.®w L�'I�'°` J•'�jw'�•�• w \—@.07••�•s•« A gwG-@'w® va n HV BLADE OR 16) HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL G•(g«"� u w'1^�•�«pp TAA�,ND,> NEC T ON DETAIL* FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ,1711 Q`�• .......... N , T✓ ID2017 TILTECO.VTC.(ENGNEMG) 02017 EASTERN METAL SUPPLY.INC. ° �'T:'�,CNs ••:�= BERTHA HVTM 0.041 1!. E C O A.S. ■A■ Accordion Shutter System Y.BIRD,11 V!/OR VI/0 H.V.MNDW BLADE&KV.BLADE American Shutter Systems ROY.N. .. DESCRIPTION DATE MAIR1 BY: LC. TIWT TESTING & ENGINEERING COMPANY 6]55 3Gm.St,Sia.X.S. GA'UDiS,fLCfi1W 3316 Association, Inc. 1 OLD 15-078 a7/IS/17 DATE: D7/26/17 � g J✓� t- YW. NTlFVR4 .�oAA Phone:(305)871-1530.Fax:(345)871-1571 4268 West Roads Drive 2 _ DRAVANG No 0006OmLcom Ylesi Palm Beoeh, FI. 3.5407 3 S��\1A1• FR-a0Ds7t9 Phone: (800)432-2204 . Fax: (561)209-.8380 7—102 A t� WALTER TILUT Jr.P.E. a {SI'NA,TURI:/QATE FLORAA U.f 44167 5 SHEET 6 11 OF 28' ,�CHEOULE �f1 SCHEDULE !E2 SCHEDULE tR3 SCHEDULE !!4 NOTES. FP4RATION TO CLASS REO IREMENTS MAXIMUM SHUTTER SPAN L+" OR "L-" (iL) MAXIMUM SHUI TER * kTWOOLOCKINa HUTTER XIMUM� SHUTTER SPAN*"L+" (1)L+!MAXIMUM MAXIMUM'ALLOWABLE SPAN FOR _ SPAN "Lt" OR "L-" " OR."L-" JR "L=" (ft.) INSTALLATIONS A EVEN POS7f1ME.AS.O.DESIGN (1)SEE BELAY!FOR MINIMUM SEPARATION TO FOR INSTALLATIONS or MMUI PRESSURE RATING CLASS SCHEDULE FOR.SHUTTERS INSTALLED VITHIN CENTERMATES.Q & or or W ONE (ft.) FOR I�STA l AT10 LATIONS lobs _ / A .& W ONE HV LOCKS L :MAX.ALLD.DESI SPAN FOR E GIVEN THE FIRST 30 0'ELEVATION OF BUILDING. HV L CK Or or 26 Or HD Wf O / NECAIfYE ASD. DESIGN PRESSURE RATING I,fEASURED AT BOTTOM OF SHUTTER..: LOCK 4 14/�[�OCKING RODS 35�R A 22 0 E27 & 22 W/, OR. VJ/ NO LOCKMG 25 R 26 LOCKS (2)PROCEDURE TO DETERMINE- MAXIMUM C NTERMATES 2 29 W ONE HV HV � f 1 (2)-MINIMUM A OVE 30'-0-EL VATIO FORBUILDING. (� / TLIRS v0 SPA*t FOR tYA1 MDUNTMGS ORLOCK.,30 W/T410 LOCKING 24 O 25 OR 26 t!/ NOP BOTT N $1 N FtCOR/CEILING: INSTALLED ABOVE 30'-0`f.LEVA710N OF BU LIDNC. / / MEASURED ni BOTTOM 0. SHUTTER IS J'. VAnatr+, N �FN1 1�I O�iib1124 R CONIC&WOOD REFE&t'�Q�EE �.xlu,.v CONCRETE GIVEN A POSInVF,AS-0.DESIGN RnnquAxnnu CONCRETE k V700D INSTALLATIONS O NST �pTIONS O' �gryµyA7' S"(� INSTALLATIONS PRESSURE RATING, OEfERMINE MAXIMUM. AS.D.DE"..C11 AS.D.t ESON as°.ixscx - SPAN"L+"FROM SCHEDULE. PRESSURE PRESSURE WAIL MOSINTINc3 ��1E — FLOOR/COIwC uCt1NmIG pAaNc FLOOR/� G RAnetc y RAtae R—C OR GIVEN A NEGATIVE A.S.D.DESIG PRESSURE }JINIMUM gEpARATlO 7() GI Ace S-H O WALL MOUNTING' IAOUtTRNG FLOILR/CEILWC uaUttiWG LW) (R.a3J FLppp COIaNc uOUNTIt.'G5 (p.ar.) �') FLDc eY4L uDumvtO RATING,DETERMINE MAXIMUM SPAN Y 414UTTER W/ONE LOCK WITHOUT LOCKING BS)➢fi I-011-7 .- (+OR-) ( cp-) (�°p-) FROM SCHEDULE. _ : - ,INSIAJ,ATION..W/ INSTALLATION W/ 30 t3'-2'" 16'-D" _ 13'-2" IV--O 30 12'-3' -14'-9- 30 13'-1' 16'-0' ..0. .. 13'-2, 16'-0" FINAL MAXIMUM ALLOWABLE SPAN IS SHUTTER -SYMMETRICAL OPPOSING 35_. 12'-8' 14'-70- 12'-8' 14'-t0' _ 35 11'-9' 13'-8' 35 12'-7' 15'-7' _35 12'-8" 14'-10" EQUAL TO THE NPNIMUM-DETEFACNED"SPAN SPAN CENTERMAiES CEIJTERBATES 40 12'-3' 13'-10- 72'-3" :3'-70'_ —40--� 11'-4' 12'-9' 40 12'-2' t5'-Y 40 12'-3' t3'-10' C-11WEEN 'L+"AND%-". 45 11'-11" 13'-1' 11'-11• 13'-1' 45 .•11'-1" 12'-0' _ 45_ 11'-6" 14'-3' _45 1t'-11' 13'-Y 105" 3 3/6"S 4- (3)PROCEDURE TO DETERMINE MAXIMUM. OR LESS 50, 11'-7- 12'-5-. 11'-7' 12'-5" '50 .p10--9- 11'-5-_ 50 11'-6" 13'-7' mSO 19'-7" 17-5• SPAN FOR COMBINATIONS-IN BETWEEN >105"TO MAX. 55 11'-4'_ 111-101 11'-t' 11'-10' S5 10'-6• f0'-1f" 55 11'-3' 12'-11" SS 11'-2' IV-10, WALL Y!/FLOOR/CEILING MOUNTINGS: ALLOWED. 3 7/89 4" 60 11'-1' 11'-4' 11'-0" 11'-4' 60 10'-3• 10'-5' E•0 _ 11'-0' 12'-4T _ 60 II' 10'-71- FOR A'GIVEN POSITIVE AS.D. DESIGN s USE 2 1/2'FOR HO LOCK(.'.Zr OR sit®, _65 to'-70- 10'-10' 10'-7" to'-_10" 65 10'-0' 10'-0- E5 10'-9" 11'-tY fi5 9'-5- 17-1" PRESSURE RATNG: USE INDICATED VALUES FCR OCF1'7TCRMAj�S. 70 _10'-6' tO' 6' 10'-2- 10'-6" 70 9'-B- 9'-8" 70 10'-7" 71'-5- 70 W-9". 9-4" DETERMINE. L14- MAX. SPAN FOR WALL MOUNTING 75 10'-t' ia'-7' 9'-1a' 10'-1" 75 9'-4" 9'-4" 75 10'-4' 11'-1' INSTALLATIONS. SEPARATION TO GIA55 SCHEDULE: 80 9-10- 9'-9� 9'-/• 9'-10- 80 9'-0' 9'-O' _ 80 10'-0' 10'-9" La+= MAA. SPAN FOR FLOCR/CEIUNG 5HUITEYi_DNE_LS,K-_d1 TVIO LOCKING ROQS OR 85 9'-6' 9'-6' 9-3" 9'-fi' 85 8'-9" B'-9 BS 9'-9' 10'-5` MOU.VONG INSTALLATIONS. WITH ONLY 7000 LOCKS 90. 9'-3' 9'-3' 9'-0" 9'-3' 90 .B'-6'_ 8'-6' 90 9'-5" 10'-1' FOR A GIVEN NEGATIVE A.S.D.DESIGN SHUTTER INSTALLATION W/ INSTALLATION W/ 95 9'-0" W-9' 8'-9" V-0' 95 8'-3' _ 8'-3" 95 —'9'-2'--9'-10' PRESSURE RATNG_' SPAN OPPOSII 100 "- -'8'-9" 8'-4' 8,-6" 8'-9 -_ Ina B'-1" B'-1" Ina 9•-a' 9'-7" L1 DETERMINE: CENTERMATES CENTERHATES Lt-=MAX.SPAN FOR'h'ALL MOUWTING 105 8'-7" T-11" 8'-4' 8'-4" 105 _7-11' Y-71" _ t05_ 8'-9• 9'-4" INSTALLATIONS. Tom" 2 3/4'" 3 3/16- _110 8'-4" _r-7• W-2" 7'-11' 110 Y_-8' 7'7' _ 110 8'-7" 9'-2' L2 MAX.SPAN.FCR FLOOR/CEILINO OR LESS 115 8'-2" 7'-3' V-0' 7'-7' 115. Y=6- 7'-3- '115 W' 41' W-11' MOUNTING INSTALLATIONS. >105�TO NAX 3 1/4 — 3 1/4" -120 8'-0" 6'-11- 7'-20' 7'-4' _ __120 9'-4- 6'-11' 120 8'-2" _8'-9" FINAL MAXIMUM ALLOWABLE SPAN IS ALLOWED 1 11 725 _ 7'-10' 6'-B- 7'-8' 7'-O' 125 7'-3- - 6'-8' 125 8'-0" 8'-5"'. EQUAL TO,THE MIMMUIM SL74TEN"L7+; USE 2 I5/I6'FOR KV"T-LOCK 130 7'-8' 6'-5' T-6" 6' 9" - _130 7'-1' 6'-5' 1.10 7'-10' 5.-,. L2+ 11-"AND't2-" '�• USE 4 1/8' TOR FIV'T' LOCK 135 T-T 6'-2" Y-4" _ 6'-6� 135 6'_-11' 6'-2" 1_35 _ T-9" T-9" USE INDICATED VALUES FOR HV CENiERMATES. (4)GO TO ANCHOR SCHEDULE W11H FINAL 140 7'-S- 5'-11" 7'-3' E1-3' 140 6'-10' W-11- 140 T-7' 7'-6' MAXIMUM ALLOWABLE SPAN AND NEGATIVE. 'INSFAI_IATION LEGENO 145 7'-3" 5"-9- 7'-1' 6'-0' 145 6'-8- 5,-9" .145 7'-5' 7'-3' ASD..DESIGN PRESSURE RATING TO DETERFANE MAXIMUM ANCHOR SPACING. 15C T-2" 5'-7' 7'-0" 5-10•' _ _1_0 6'-7' 5'-7- 150 7'-4• Y-0' .. CO+:CITE&ALaNSORr tYOCD 155 7'-0• 5'-5' 6`-10' S'-B" 155 W-5' E, M, N.0, P.'0.R, fi'-5' 5'-Z" - 160 T-1" 6'-7" i'/ALL A. B. C. D. g&V. 165 -b'-10' 5'-1" 6'-6'. 5'-4' 165 5'-3" 5'-'1' _165 _7'-0" 61-4' MOUNTING F, K & L 170 6'-9' 4'-11' 6'-T 5'-2" 170 6'-2• '4'-11" 170 6'-11" 6'-Y O MAXIMUM SHUTTER SPAN-L+'OR'L-'FOR 175 s'-9" 4-II 6'-5- 5'-0' 175 6' 2" 4'-9' 175 6'=s" V-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 FLOOR/CEILING G, LI, I, 11 & J. T, U. ri'& X. Pd.A.S.D. DESIGN PRESSURE RATING MOUNTING 180 6'-6" 4'-8" 6'-4' 4'-10- 180 B'-0" 4'-8• ISO V-8" 5'-10"µ 185 _ 6'-5" 4'-6- W-3' 4'-9' 165 5-11-. 4-6' 165 6'-7- 5'-1 [;FEC H V. CORNER CENLERLIAiE>f3 LFAT DE ( +���190 6'-4" 4--5- *.-2 4-7' 190 5 10- 4'-5' ISD ' E'-6" 5'-6' AT ALL MOUN7l1NC'INSTAIJA1IONS. LOCKING 1�' 1 Hy BLADE 195 W-3' 4'-3- e'-1 -4'-6' '195 5 9" -4'-3" 195 6,-5- r-3IFlCATIONS SHALL BE AS INDICATED ON /ZDO 6'-2" 4-2' 6-0" 4'-5" 200 5'-9" 4'-2• 200 6'-4" 5'-3' ND.ATC ATC: g2 NOTE#5:SHEET 5. - - -- -- 205 6'-0 4'-t" 6'-0' 4'-3" 205 5'-8' 4' Yi�7 — PDS 6'-3• s'-1" FLORIDA BUILDING CODE(High Velocity Hurricane Ione 1p� .L•., T m 2017 EASTERN METAL SUPPLY,INC_ \7 = 2017 711-TECO.INC.(ENGR7ELftING) �eEArs� .:✓y z BERTHA Tm filS A Accordion Shutter System j �'d4i8 � .v,eL�DE fi w OR 00/0 RV.WINVS BLADE do H.V.BLADE� S S- TICCIT TESTING & ENGINEERING COMPANY American Shutter Sysfel'n3 REYM. DESCRIPTION DATE . DRAM a'!. _L.C. a �• Y' \\� -0.155 RW.36tH St-Ste.:a9.MGM aWOE'NS,FLOWA 331[ A97SOCIa}IOrle Inc. I ...CLD 15-079... 07/26117 ME- 07/26/17 Phone: 303 971-1530.Fax 305 371-1531 4268 West Roads Drive ( ) ( ) 2 DRAI'ANG Na e-rrtrvl.OIt.wRaoLcom (Vent Palm Dcoch, FL 33407 y yn �.fly_ EB-0006719 Phone: (80P)432-2204 . Fax: (561)709-8380 4 17-102 WALTER A TILUT Jr.P.E. P: 014WAI OATS MCMELA uc•g 44167 5 12 F 28 uaYIMUM ANCHOR* SPACING (jnJ_SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, ANCHORS SPACING LEGEND DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRErE INST_'ALI ATIONS (SEE vOUNTENGS A s,C.D AND F ON SHEET 6) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP _ . POUND CONCRETE TAPPERS-.. A WALL HEADER MDUNONG A WAIL HEADER MOUNBNG (g)WALL HEADER MOUNTING 0 WALL iti'LL OUNTING D WALL SILL IN4RNG' C k F WALL HEADER/SILL S,� w/ w/ 4 / w/ MouNONc (A) A.S.D._ DESIGN NEGATIVE LOAD P:1 ASO. N_NECATIYE LOAD p AB.O.DESIG7 NEGATIVE LOWAD if A5.0.DESIGN I.'EGA7wE lOAD ps! 0.5.0.DFSxai NEGATIVE L0.4D 9!) A. CES1G_:i NEGAINE IOAO 30 40 60 75 90 120 160 205 30 M 175190 120 160 205 30 40 60 75 90 120,160 205 30 40 60175 90 120 160 205 30 40160 75 90 120 160 205 30 iD 60 75 90 120 160 205 3'-O- 14 12 10 9 B 8 6 6 I4 12 B B 8 0 6 14 12 10 9 8 B 6 6 14 12' 10 9 8 8 1 0 - I4 12 10 B 8 B B 5.5 B a a 8 B 8 7 5.5 OR 14 12, 10 9 B 0 fi 5 14 12 ,B 8 0' B 8 1< 12 10' 8 B B 6 6 1S 12 t0 9 8 8 e 3 14 12 10 9 e B 8 0 8 B a B B 8 0 65 14 12 70 9 8 8 6 6 14 12 9 8 B B e 14 12 10 9 8 8 6 6 14 12 10 9 8 8 e - 14 12 10 9 B 8 9 a 8 8 8 e 9 8 8 1 14 12 10 9 8 B fi ,4 14 iT 9 8 B 6 6 14 12 I t0 4 B 8 8 6 14 12 10 9 8 7 - - 14 12 10 9 6 7 53 - 8 8 8 8 ,8 7 5.5 L 14 12 10 9 8 8 43 - 14 12 9 8 8 6 4 14 12 10 9 a 8 6 6 14 12 t0 9 8 0 - 1- 14 12 10 9 a 8 5 - 8 B 11 8 8 5 6.3 5 * S 14 12 10. 9 8 8 6 4. 14 12 9 a 8 6 6 14 12 10 9 8 8" '9 6 14 12 10 9 8 8 - 14 12 10 9 8 8 6 - 8 8 6 8 8 B 7 S5 SEE ANCHOR 14. 12 19 9 8 B 45 14 12 9 8 .9 6 35 14 12 10 -9 8 8 8 8 74 12 10 9'7.5 - - 14 12 10 9 75 55 - a 8 7S 5.5 { 3 SPECIfICA1'IOKS 5'-0- 14 12 10 8 8 $5 14 12 9 8 8 45 14 12 to B 9 8 9 9 14 12 -10 9 B J 11 12 70 9 B r - - 8 .e. B B B 7 S 4 ON SHEET 14 14 12 10 0 8 8 4 - 14 l2 9 a 8 6 35 14 12 10 9 a 8 6 6 14 12 10 9 8 - 14 12 10 9 8 7.3 - 8 8 a e a 173 S5 4 14 12 101 9 8 5.5 3 - 14 12 9 a 8 45 - 14 12 10 9 a B 6 6 14 12 95 7.5 4 - - - 14 _12 93 7.5 6.5 J.5 - - 8 8 0 7.5 85 4S 3.5 - 14 12 10 9 B J - 14 t2 9 8 8 - 14 12 10 9 8 8 33 3.5 14 12 10 9 4.5 - 14 12 1d I_7.5 4 8 8 B 0_ 73 55 4 3 14 12 10 B B 3 14 12 9- 8� B 4 14 12 10 9 e 8 6 55 14 12 10 9 i 5 11 12 1U9 8 4.3 - e e B 0 8 6 4.5 - 7'-0- f 4 12 70 8 8 4 - - 14 12 9 a 6b i J - 14 1 12 10 9 8 8 1 6 - 14 12 6 4.5 - - - - 14 12 8 85 53 - - - 6 8 9 6_5 S$ 4 J - 14 12 10 9 4.5 - - - 14 12 9_ 8 4 - - 14 12 10 9 g ) )4 1, 12 10 5.5 - - - - 14 12 10 8 BS - - - B 8 8_ 6 65 5 13.5 14 12 f0 9 ]5 75 - _ 14 12 9 B 8 14 12 10 9 8 8 6 - 14' 12110 8 14 12 10 8.3 7 B 8 e e 7 5 4 12 1D 9 5.5 3 - - 14 12 9 8 4.5 - - 14 12 10 9 B 8 - - 14 It 7 - - - - 14 11 7 55 3.5 - - - 8 8 7 53 4.5 JS - - 14 12 10 5.5 3 14 12 9 8 id 12 10 9 B 5.5 - 14 12 8.5 7 14 12 8.5 7 4 8 8 8 7 5.5 4 3 14 12 10 9 5 - - - 14 12 9 8 1 4 - - 14 12 10 9 1 B a - - 14 12 95 - - - - - 14 12 9.5 7.5 4.5 - - - a a a 75 6 4-S - - ♦SEE Umj�ffpA�TIONS OF USE FOR 9.-O. 14 12 10 fly 4.5 - - - 14 12 9 7.5 - - - 14 12 10 9 1 a - - - 13 93 2 - - 13 95 6.5 5 - - - 8 a 6.5 5 4 - - BLADE�ON SHEET 28 14 12 B.5 4 __ 14 12 9 4.5 - 14 12 10 9 7.5 - 14 11.5 4.5 - 14 11317.5 6 8 8 7S 6 5 4 14 12 10 fi 4 14 12 9 7 14 12 10 -9--B - 14 12 S -- 14 12 1 B 6S - -� �- - B B 8 85 53 4 10-0- 14 12 9.3 S 3.3 - - - 14 12 9 5.5 - - - 14 12 10 9 8 - - - 713 8.5 - - - - - - 11.9 a5,5.5 - - - - - B 8 85 45 3,5 - - 14 12 5.5 3 14 72 6 3 - 14 12 10 9 6 t4 105 J 14 105 7 35 - B 8 7 55 4.5 3.5 - 14 12 9 45 3 - _ 14 12 9 5 - 14 12 10 9 8 - l4 11- _ - _ _ - 14 -f 1 73 - - - - B 8 73 fi 5 Its 14 12 ] 14 12 - - - - - it 12 10 - _ _ _ _ 05 B _ - _ _ _ _ OS 8 5 _ _ _ _ _ a 8 5 .4 33 - - - 14 12. 4 -1- 14 12 14 12 10 - 1- 2.5 9.5 - 25 95 6 a 8 6 5 4 3 14 12 65 - - 14 12 10 - _ _ - - 14 12 10 - - - 35 10 1- - - _ - - 14 10 7 - _ - Z. - 8 8 7 55 4.5 - - - 12'-0'14 12 55 - - - - - 74 -2- L 2 14 112 10 - - - - - 9.5 7 - - - -I- 95 7 35 - - - - - e '7 45 35 3 - - 14'- 72 3 - 14 I2 8 - 14 12 10 - 1.5 83 - - IIS 85 4 8 8 SS 45 4 14 12 5 - _ - 14 12 10 - - - - - 14 12 10 23 95 - - - - - 1- 13S 95 4.5 - - - - - 8 0 B 5 4 - - - 13-0 14 12 - - - - - - 14 12_ - - - - - - 14 12 - - - - - - 9 4.5 - - - - 9 6b - - - - a 6.3 43 35 3 - - - -_I _ _ 14 i0 - _ - 14 12 14 72 - 10.5 35 - OS a 8 8 3 4 33 - 14 12 - - 14 12 - - - - - - 1d t2 - - I- 1.5 B _ - - _ - 11.5 8.5 - - - - - - 8 8 5.5 4.5 - -14' -14 12 - - - - - - 14 12 _ _ _ _ _ - i4 12 _ _ _ _ _ _ a 3 _ _ _ _ _ _ g p _ _ _ _ _ _ g 0 4 3 ' A , A „ 7 - - - - - - 14 12 - - _ - - - 14 12 - - - - - - 10 4 - - - 1- - - f0 7.5 - - - -I- - B 7.5 5 4 J w- -_14 HV BLADE OR. \1✓ HV BLADE - 14 12 - - - - - - 14 12 - - - - - 105 4 - - - - - - TOS 8 - - - - - - fl a 5 4 - - - - `1 14 - - - - - - J14 - _ - - - - ly - - _ _ _ 73 - 75 - - - - - _ _ 7.5 53 3.5 3 - - 14 - _ _ _ _ _ _ _ _ _ _ - _ 1t _ _ _ _ _ g _ _ ' _ a 7 4.5 35 3 - - - W/ HV WINDOW BLADE 14 - - - - 1- - - - - - - 14 - - - - - 70 - 10 - - - - - - a 73 5 4 - -14 - - - �_ - - __ - 14 - - _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 _ _ - - - 7 55 15WORKING IN UNISON14 _ _ i_ _ _ _ _ _ _ - - _ _ ty _ _ _ _ _ _ g _ _ _ _ - - _ g _ _ _ - _ _ _ B 634l4 - i- 14 - 95 - - 4.5 - B 7 4.5 - -t - FLORIDA BUILDING CODE High Veiocity Hurricane Zone ,147y� " a2017 TILTECO.INC.(ENGINEEr no) @2017 EASTERN METAL SUPPLY, INC. t,.. ��cEnis ;. BERTHA HV- Accordion Shutter System ft!V i E E® INC. A.S.S.A. N.BLAME 11 W/OR W/0 RV.Wmh'a I BW)E&N.Y.BIAE#' American Shutter Systems REV-No DESCRIPTION DATE ORkvry 5r. Lc. y , TILUT TESTING & ENGINEERING COMPANY y " �• Association, Inc. I OLD 15-079 07/26/17 GATE: 07126/17 a>ss Icr1.36th.s_.rt 3D4 vl6cnu v�aDas,nuwA 3116 N 4'L:'• 44 Phone:(305)871-1530.Fox:(305)871-1531 47CE West Roods Drive 2 L DRAWING No 00."', �,((��\ 1< -11:01- .oL-., Wes' PDIm Beach. FL 33407 FIG {0174 Ea-DDDfi7t9 Phone: (800)432-7.204 . Fax: (561)209-8360 i� X71 'lL1CTCR A TILUT Jr.F.E. 7-1�2 P._.--l!vS)'vU'RE/DATE EI-0MOA IIc d 44167 SHEET 13 OF 2R r i I I l i lI 1 MAYIMUM ANCHO$� SPACING A..) SCHEDULE FOR A GIVEN MAX. SHLITER SPAN ASD •SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DEM NEC•ATNE LOAD AND A CORRESPONDING MOUNRNG TYPE FOR CDTICRETE INSTIH I ATIONS (SEE MOUNTINGS E.G,&H ON SHEETS 6&7) I.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONOWE (A) TO EDDsnNc POURED CONCRETE.(Min:re=3 Its!) Uumm QE WALL SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDDL (Mn.f'c -3 ksi) SPAN ANCHORS SPACING LEGEND _ 1/1Ve x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,HOLT&SPECIALTY COMPANY.(Min.1'c-3 ksi) (fl) ASA DESIGN NECA7NE LOAD(q1) ASD_DESIGN NEGATIVE LOAD(p2) ASD.Df9GN NEGATIVE LOAD(pef) I 4 0 BLUE TM CONCRETE ANCHORS W/CFP AS MANUFACRIRED BY FLORIDA FASTENERS DIRECT,DTC, (Miro Fc 2 ft4Q 30 40160 7S. 90 120 11 GO 205 30 40 80 75 90 i20 160 20S 30 40 60 175 70 720 160 20.5 TAPCON WITRM ADVANCED _ 1%4'p TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY THRFADFORM TECHNOLOGY 14 lx t 10 s- B 8 G 55 to 12 10 9 8 8 6 8 14 12 10 1'9 8 e 6 e COMPANY OR ANY DITHER APPROVED LICENSED OR.AUTHORIZED VENDOR REGISTERED WITH THE AMEfNICAtN SHUTTER SYSTEMS ASSQCL4T(H4 INC. 3'-0' - - - - - - - - - - 14 12 10 9 B I 0 1 6IT ALL POINTS SOLID-SET (Min. 1'c=3 I's.) OR LESS 1♦ f7 70 9 8 8 6 E 14 12 10 9 8 e 1 6 1 6 14 1210 9 a e 6 5 BLUE TAP W/CAP NOTES: 1{ 12 f0 9 B 8 8 7 14 12 10 D 8 B 6 6 14 12 10 9 a IT 6 6 TAPPER+. A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WMi ADVANCED T14READFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 1 9 1 8 7 5.5 1S 14 12 10 D 8 B 8 6 14 12 10 9 0 9 6 5 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS.1 1/2'. 4'-0' - - -4 12 10 9 a e_ 6 5.5 A2)MINIMUM EMBEDMENT OT 1 14 '12 ID e e B 8 4 14 12 f0 9 e e 6 4.5 14 12 IO 9 e 'e_4 JS /4'o x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8-INTO THE POURED CONCRETE.NO EMBEDAEM i4 tx f0 9 a e fi 45 14 12 10 X3 0 6 8 55 11 t2 10 9 8 e 6 43 - - INTO STUCCO SHALE BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.5 55 35 - 14 12 10 9 0 8 6 5 14 12 f0 9 B 7 5.5 4 •sli °Arora aF 16E FOA EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. SL-DE♦�ON W/E 28 5'-0' • - - - - 14 12 10. 9 B 8 6 4.5 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 0 7 4' : 14 12 10 9 'B 6.5 5 3.5114 t2 10 8 85 5 IS S ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 12 f0 9 e.75 45 - 14 12 f0 9 B B e 4.5114 12 10 9 8 6 4.5 J.73 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON VINYL.SIDING OR EDS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGDNEER.FOR 14 f2 95 73 65 a.5 - - 14 12 10 8 8 73 55 4 14 f2 10 9 8 6 14513.5 INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 2BA. 6•_0• - - - - - - - - 14 12 10 8 8 65 5 3.5 14 12 10 B 7.5 5.5 3 - 14 12 10 85 7 SS 4 3 14 12 0 8.5 55 4. 3 - (B) TO EXISTING CONCRETE 6LOCK:(AS IJ C-90) 14 12 IO 8 8 1 6 - - 14 t2 10 9 B 6S 6 J.76 14 12 10 18.5 8 5 4 - - 1/4'0 TAPCON WITi1 ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.F.W.BUILDER. 14 t2 8 es 5.5 3 - 14 t2 to 9 0 b.5 ♦5 3.5 14 12 ID'e 7 5 3.5 3 - 1/4"0 x 3/4'ALL POINTS SOTIO-SEF ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. - - - - - - - - - - - - - - - - 14 12 10 I-9 75 9.5 4 3 - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 72 t0 8 la 4 - - la 12 r 75 6 4.5 3S - 14 I05 7 5.5 45 3.5 - - - 1/4'0 TAPPER.ANCHORS AS MANUfACTUREO BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 12 tD 85 7 4 - - 14 12 70 9 73 S6 4 - 14 12 4 7 7S 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHCRIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATOIL INC. 14 11 7 5S 45 - _ 14 12 10 9 73 55_ 4 _ 14 1Z 9 7 6 45 3 =- -_ _ _ _ 14 1Z 10 8 6.8 5 3.5....-_ NOTES: 14 12 0.5 7 55 3 - I4 12 8 6.5 5.5 4 3 24.9.5 b 5 4 3 B.f) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER.ANCHORS 1$ I 1/4"AND TAPCON WITH 14 12 9.5 LS i - 1{ i2 8.5 8 6.5 5 - t4 12 E 6 65 4 ADVANCED THREAUFORM TECHNOLOGY ANCHORS LS/'. 13 95 5.5 5 is - - - 14 12 10 8 6.5 5 - - 74 12 0 65 5 4 - - _ - 14 12 a5 7 5.5 4 - - 82)MINIMUM EMBEDMENT OF 1/4'0 x 3/4-ALL POOTi$SODD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NOT, 5'-D• 14 115 7S 6 _4 - 14 71 2 5.5 S 15 - - It E 3.5 a.5 15 - _ _ EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 7/4.0-20 S.S.MACHINE.SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 6 6.5 4S - - 14 12 8S 7 5.5 4 - 14 10.5 7 5S 8 4S - DOST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 85 55 4 - - - 14 12 9 4.5 - - 14 11 7 55 45 35 - - 0.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10-0' - I- - - - - == - - - - 14 12 8 8 5 a - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 1D5 7 5 3.5 - - - 13 95 65].t4 3 - - 10.7S 6 4 3 - - - NOTES B.F)Ec 8.2)ABOVE FOR�ONSTALIATIONS ON MNNYL SIDING OR eIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 14 11 7.5 5.5 - - - - 74 715 9 s 5. 4 - - 2.5 9.5 6 .5 4 4 - - FOR INSTALLATION INTO ETES WITH METAL STUDS SEE SHEET 28A O.5 8 9 14 12 B I95 5.5 4 - 13 10 BS 5 4 3 - - - - - - - !' - - - - 14 105 7 SS 45 15 - - (C) ANCHORS SNAIL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 12.5 95 S 12 9 6 4.5 4 3 9 7 45 3.5 3 T4-70 7 - - - - - 14 m5 7 5.5 4S - - - 1-5 55 5.5 4.5 L75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 45 - t{ 11.5 7.5 6 5 12 9 6 4.5 4 - _ 12,_0• - - - - - - - - - - - - - - - - 13 f0 65 S 4 - - - ED&E DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• 11-5 tL 4-5 - - - - - I1 8 55 4 3.5 _ 8 6 { 3 - - - _ MAXIMUM'ANCHOR SPACINGS ARE VAUD FOR EDGE DISTAxom INDICATED BELDW.FDR E D.LESS THAN THE IhUCATED,REDUCE 135 9.5 6 - 13 9.5 6.5 5 4 _ Nf15 e S ANCHOR SPACING BY MULI1PLYI7G SPACING SHOOK 014 SCHEDULE BY THE FOLLOWING FACTORS. 8 6.5 - - - - - - la 10.5 7 5.5 45 - 11 BS 5.5 45 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT SE LESS THAN MININUM-SPACING INDICATED FOR EACH ANCHOR TYPE. - - - - - - 12 9 6 45 4 - - - FACTOR .. 70.5 B - - - iD 7S 5 4 3 - - 7S 55 4 -3 1- - - - ACTUAL 12.5 8.5 - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - - EDGE A�1 w/A""c"D Ts1D1DFORM TEALL POINT SOLID SET BLUE TAP W/CAP TAPPER+ 13 S'.316.5 5 - - - - OS 7.5 5 { - - - - BLADE OR DICTANCE NM.SPACING MIN.SPACING 71 85 5.5 45 - E.D. 3- 4' 4AIN.SPAGNG=3 1/2' MIN.SPADING=3' J 3/4' 4' 14'-0' BLADE NUffD 7E la`NCfE7E f9D0( POURED CONCRETE& POURED CONCRETE& POURED COtATifTE HL'CY Lo-75 7 4.5 3.5 - - - 7 5 3,4 J _ _ UP ED. LI Ea=2 1 CONCRETE BLOCK CONCRETE BLOCK 11.5 B - - - - 1- 11 B 5.5 4.� - - - - 9 05 +S - - - - VWINDOW /r MN.ED.-3 1/2' MH ED-3' MN.Ea-:S 1/2- NPL Ea-2 1/2- 7_5 - - - - - - - 12 9 1 6 -- - - - - 9.5 7 4.6 - - - - - 3' 0.90 1.0 0.78 1.0 0.84 1.0 - - - - - - - - - - - - - - ass s - - - - - BLADE WORKING 15'-0' y.._ _ _ _ _ _ _ 85 as 4 _ _ _ _ _ 6.5 -5__.J _ _ 2 1/2' 0.81 LO - - 0.67 1.0 ,D - - MS e s - - IIS 6 4 - F_ = IN UNISON a 2• -0.71 5.5 - 0- 1 1/2' 035 8 8 6 4 6 4S J - 9s B 1 6 114 - FLORIDA BUILDINC7 CODE High VSlocity Hurricane Zone A1V411��T' •,.•••••••.,-- /� ®7017❑LTECA,INC.(ENGINEERING) 62017 EASTERN METAL SUPPLY, 114C. BERTHA HVTM N0 ¢47 MEC O INe. A,�s�.A� Accordion Shutter System y .�AA N.6LADE$1 'N/OR W/0 KY.WINDOW BADE&H.V.BLADE TILER TESTING & ENGINEERING COMPANY American $hUHe♦' Syilems REV.N. MCRIPRON DATE DRAWN RY. LC, •' Association, Inc. 1 OLD 15-079 07/28/17a4r• 07/26/n 6135 ILMI.36tH 5!-Ste.JOS,WRGItW GWDDtS,FLORIDA 3316 Ph-:(305)871-1530.F0,:(335)871 1531 4268 Vlest Roads Drive 2 t��+ j•�-...• \\I L�4 a-nut:einecoOGW.ecm West Palm Beach, FL 33407 3 DRAYANG Na PhoOe:(800)432-2204. Fox: (561)209-8360 4 7-�02 1V'ALTER A GLUT dl.P.E. P.E.�St�516t(ATURi%DATE FLORXOA U.8 44167 5 - SHEET 6 14 OF 28 7CO N O a y CA = � o,z W W 72 o n n o - Q N (�1 W ,� z _ e - o� O Mm n �O I oav OWaN .ry- LLA E m O W ZIL V) N V/ Q a 3o:1zm � wn4Z O�mY � ` pal .. ,J J �.•�.Q SL 4. ZR!W m 7•-a a4� � OVI W LO"mo v� C �a1lVn > O glmoa rn'i . 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CONCRETE BLOCK TAPCON WfTH ADVANCED . WAXIM SPAN 0 SPALL SL,MOUNTING 0 WAIL SIS M01171TWC OWALL SILL MOUNTING C&F M0117TT1HN�G ER/501 O•yyl/FLODR MWNRNG ©WALL/VIALK OVER MOUNTING THREADFORM TECHNOLOGY ({U A.S.D.DESIGN NEGATNE LMD A.S.D.DESKGN NEGATIVE LOAp pa! ASD.DESIGN NEGATNE IOAO pal ASD.DESIGN NEGATIVE LOAD AS.O.OESI:zY NEGAINE IDAO(psf) AS.D,pLRGN NEWIIYE LOAD psf BLUE TAP 30 40 60 75 90 120 160 2D5 30 40160 751901120 160 205 ]0 40 116-175 90 120 160 205 30 40 60 75 90 120 160 205 30 a0 60 75 90 120 160 205 30 40 60 75 a0 120 ifi0 205 TAPPER+ 3•-D• 4 12 10 9 B 7.5 - It 1 10 9 B 7.5 4 4 14 12 10 9 6 7a 55 4.5 8 B 8 8 8 7.5 5.9 4.5 14 12 10 B 8 74 5. - 14 12 10 6 8 7S 5.5 DR LES' 14 12 l0 9 8 n 6 - 14 12 10 9 B 8 6 6 74 12 10 9 B a 6 35 8 B a _8 8 8 7a 6 14 12 IO 9 8 6 6 3 14 12 10 9 n 8 6 8 14 12 10" 9 B 8 6 - 14 12 10 9 B 6 6 6 14 12 10 9 8 8 6 7 B 8 8 B 8 8 8 7 14112 10 9 6 B 6 - 14 12 10 9 n 8 6 9 f4 12 10 9 75 5.5 - - 14 f2 t0 9 73 5.5 - - 14 12 10 B 74 5.5 4 - a B 8 8 7.5 54 a - 14 12 10 0 7.5 5.5. - - 14 12 10 9 73 5.5 4 - 4'-O' f4 13 f0 9 8 75 fi 12 t0 9 0 75 5 - 14 72 10 9 B 75 S.5 - 8 8. B 8 8 7S 55 45 74 t2 10 9 n 73 = 14' 12 10 9 8 73 5 - * SEE ANCHOR 14 12 10 9, B B 14 12 70 9 .8 B 8 - 14 12 ID 9 8 n 6 45 a a 6 8 9 a .7 5a 14 12 40 9 8 8 t4 12 10 9. 8 8fi- SPECIFICATIONS 74 12 9 7.5 '6 - I4 '12 9 7.5 6 45 - 14 12 9 75 .6 4.8 - e 6 B 7.5 6 4S _ - 14 12 9 7.5' e - - 14 12 9 7.5 6 4.5 - - ON $H:LT 14 5�-0• I4 '12 70 B_ 8 - 14 12 70 9 8 6 14 12 10 B 8 8 4 - 8 8 8 8 B 6 45 3S 14 12 10 9 8 6 - 14 12 10 9 B 8 - - 14 12 10 9 B - - 74 12 ID 0 $ 7.5 - 14 12 10 8 .5 4.5 8 8 e a B 75 SS 4 14 12 10 9 8 14 12 10 9 8 7.5 - _ 14 113 7.5 6 - - - - 14 Ila 7.5 6 5 - - - f4 15 7.5 6 5 - - - 8 8 -7.5 6 5 - - - 14 113 75 6 4 - - - 14 11.5 75 8 5 - - - 14 12 10 8 4 - - 14 12 10 8 7 4 - - 14 12 tD 7 5 - - 8 8 B e_ 7 5 3.5 - 74 12 IO e' 45 - 14 12 t0 8 7 4 14 12 10 9 5.. - - 14 12 10 9 6 4.5 - - 14 12..10 9 8 8 8 8 a^s -'0 6 4.5 - 14 12 1D 9 S - 14 12 100 8 6 4.5 - IJ5 10 65 - - - - 13.9 i0' 85 5 45 - 3S 10 6S 5 1A - 8 8 BS 5 :5 - 15 10 85 5 - 35 10 65 5 44 - 7•-O' I4 12 9 5 - - - 14 12 0 7 G 14 12 9 7 6 33 - 8 8 a 7 6 45 - 14 I2 9 ] - - - 14 12 9 7 8 - - 14 12 10 6 - - - - 14 12 10 95 7 - 14 12 10 8.5 7 4 8 8 8 8 7 5 4 - 14 1. 10 6 - - - - 14 12 10 IS 7 - - - L$8-5 5 - - - - 15 85 5-5 45 - - - - 1.5 a5 55 4.5 - - - - a 8 5.5 43 - - - - 1.5 B.5 55 _ - 15 85 55 43 - 6'-0• fa 17.5 7.5 - - - - 14 11-5 7S 6 4 - 7a 11. 6 5 8 B 7.5 6 5 3S - - 14 114 7.5 6 14 11,5 17A - - - 14 12 9-5 - - - - - 14 12 9S 7,5 4.5 - - - 14 12 9. 7.5 6 - - 8 B 8 7.5 6 4.5 - - 14 12 9.5 - - - - 14 12 7.5 4.5 - - - ♦$EF, LIMITATIONS OF USE FOR 0.5 75 - - - - - - OS 75 5 4 - - - OS]5 5 4 - - - - B 75 5 4 - - - - 0.5 7.5 5 - - - - - 0.5 75 4 - - - - BEIGE lA ON$HEFT 28 14 105 4 14 10.9 7 55 - 11 pg 7 n B 7 Sa 4.S 34 - - 1l f05 7 14 10553 -14 12 5 - - - - 14 12 8 6.5 - - - - - - - 8 e 6 65 5.5 i - 14 12 5 - - _ _ - 14 12 6.5 - _ - 7 - - - - - - B 7 4.9 - 9 7 5=.. - - _8 7 45 - _ - - - g7 _ _ -0'-0. 24 96 - - - 2 9 6 - - - 8 8 8 5 4" - - - 2.51514 11 - 1- - - 1414 f1 - 14 if a.5 6 8.5 C 4 { 8 6. 4 - _ - 8a .H - - 85 8-0 11 85 - - - - - 15 85 551- - - - - _ - - _ _ 8 8 5a 45' 3.5 - 1.513fly33 1C - _ - - - - 14 10 7 - - - - - _ - _ 8 7 "i9 44 - - 3.5 70 _" 14 10 _ - _ - 7.5 55 - _ - - 73 SS - - - - - - - - - _ 75 5.5 - - 7.5 55 - - - - - 75 55 - - - _ _ 12'-0• 0.5 7.5 - _ - - - - I05 75 4 - - - - - _ - - _1 B 75 5 4 35 - - 0.5 73 - - - _ - -10.5 75 5 - _ 25 9.51- - - - - - 13.5 95 45 - - _ - - - - 8 8 8 5 4 - 25 9.5 - - - _ - - 13.5 BD 4.5 - - - - - 7 _ _ _ _ _ _ _ 7 y _ _ _ _ _ - 65. - - - _ _ 7 5 - - 7 45 - - _ - _ - 73 5 - _ _ 9.5 5 - - 9.6 7 - 10.5 8 _ 1_ 8 7.44 35 - 8.5 5 __ _ - 9.5 7 1.5 6 - - _ - - 114 as - - _ - - - 2.5 8,5 - _ _ - 8 8 S5 45 - - 11.5'6 - 115 8-5 - - - - - - 85 _ _ - H:5 5 _ _ _ - - 7 55 _ _ _ _ _ _ 6a 5 - 0.5 5 - _ _ _ _ 1 5 14'-0• 9 3.5 _ _ _ _ _ _ 9 bg _ J.5 _ _ _ _ LD5 ,- - - - - _ - 03 e - - - - - - LLA _ _ (� HV BLADE OR n HV BLADE _ _ _ _ _ 6 _ _ _ _ _ _ - _ - 6 4S I _ _ _ _ 6,5 _ _ _ - _ _ 15_0• a _ _ _ _ _ _ e _ _ _ _ _ - _ _ = - - W f l HV WINDOW BLADE -- 8 75 5J_4 - - - - 10 - - - - - - 10 - - - - - - - y4 _ _ _ _ _ _ _ g5 ♦ 55 _ _ _ _ _ _ y,g ,6'-D•7.5 - - - - - - - 75 - - - _ _ _ - 7.B - 7.5 8.5 35 - - _ - - 7.5 - - - - - - - 75 - - - - - - - WORKING IN UNISON 95 - - - - - Ior._7 OQ % FLO91DA BUILDING CODE (High Velocity Hurricane Zone ,1140 •'.G. .��og 4D2017 TILTECO.INC.(ENGNE'ERING) 02017 EASTERN METAL SUPPLY. INC. �10ENS%eBERTHA HVTM NO 44 S S Accordion Shutter System � /� L E C O ��C. ■ ■ ■ y.BADE1 W/OR W/0 H.V.WINDOW MADE&H.Y.BLADE¢ r• TILLIT TESTING & ENGINEERING COMPANY Amerlcan Shutter Systems RM.N. DESCRIPTION DATE BRAytN BY: L.C. Association, Ind. l OLD 15-079 07/76/17 DATE- 07/26/17 TES St.IN Sb.305.GINE RING$71Op0A 331! f ••:C•• {e ,r't` 1741 Prtpne:(305)871-1530.Fox:(305)871-1537 4YEE1 West ROndS Orive 2 DRAVBNG tJD 4 !-moa:V77eec0ap+xpm West P01m Bcaeh, rL 33417 3 SfONt1I ���\ 114 E8-0005779 Fh-e: (600)432-2204 . Fox: (561)209-8380 4 17-102 WALTER A 71LLT Jr.P.E. P.E.SDr-fSMKATORE%DATE FLORMA 0 44167 6 1 SHE 28 MAXIMUM ANC HOR+ SPACING (in } SCHEDULE FOR A GIVEN MAX SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) SOUTHERN PINE No. 2 W/ MIN. 0=0.55, SPRUCE PI14E FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0,36 PLYWOOD MAXIMUM SPAN CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T (1t) WALL MOUNTINGS. WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS M, N, O & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS A N, U TI R FLOOR MOUNTINGS P & Q W & X W & X W & X A.NEGATIVE DE=LOAD(Pel S.0:NEGATIVE DESIGN LOAD(P11A.S.D.NEGATIVE DESIGN LOAD(W ILS.D.NEGATPlE-DESIGN MM'(Psf A.S.D.AiGATNE DESIGN LOAD(Ps, .DNEGAIM DESIGN LOAD(psf kSJI.NEGATIVE DESIGN LOAD 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 9D 105 30 40 60 75 9O 105 30 40 60 75 90 105 -0'OR LESS 12110 10 9 8 8 6 6 6 1 6 16 15 12 10 110 1.9j 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4,5 4 3 6 5 4 4 4 3 r __. _ 4'-0" 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 _8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0. 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - _6 5 4 4 3.5 - 7'-0" 12110 10 8 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 _2 - 12 10 10 7 3 - 5 4 2.5 2 -__- 6 5 4 4 - 8'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 7.5 2 2 - 12 10 '10 4 - - 4.5 3 2 - - fi 5 - - 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 .2- - 12 10 8.5 4 - - _5 3.5 2.5 2 - - 12 10 4 2.5 - - . 4 3 2 - - - 6 5 3.5- 10'- .5 - 10'-0' 12110 7.5 4 - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 11'-0" 12 10 5.5 - - - 5 3,5 2 - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0' 12110 4.5 - - - 4.5 3 2 - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - 3 2 - - - 6 5 - - - - 13'-0" _jLLLLL- - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 - - - - 14.'-0" 12 10 - -L - 4 3 - - - - 12 7 - - - - 3 2 - - - - 12 5 - - - 2.5 2 - - - 6 315'-O" 12 - - - 3.5 - - 12 - - - - - 3 - - - - - 15.- - - - - 2 - - - - - 6 - - - 12 - - - - 3 - - - - - 12 - - - - - 2.5 - - - - - 6 - - - - - + NOTES ON ANCHORS REOUIR MENTS• WOODSUBSTRATES- 1. 8 TRAT1.ANCHORS TO WALL,Ft00R OR SOLD 1X)00 SOFFIT SHALL BE AS FOLLOWS: 1/4'0 TlUUU WITH ADVANCED THREPENETRATION AS IN TECHNOLOGY ANCHORS,AS MNfEETS'18 1 I.T.W.BUIPTION: Q H V BLADE. . ..0 R (11 H V BLADE W�/. SE V OTE?.THREADED FENETRA710N AS INDICATED AT EACH SECfRGN ON SMEElS.YB k 19.E1tLEPDON: SEE. RSTOHOLDB. HV WINDOW BLADE WORKING IN UNISO-N 2 ANCHORS TO HOLLOW CENNC 015 S BE!IC PER MOUNTING-TYPE U,SHEET 19 AND SHALL CONSIST OF LAG SCRERS AS PER N.D.S.2015 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ♦ VIARATIONS OF USE'Ot" -SOUTHERN PINE No.2 W/XSEE 0.55(N.D.5) BEE 1TA�.IO SHEET SE -DOUGLAS FIR W1 0-0.50 U1D.S.) V 29 -SPRUCE POE FIR NORTH W/G=0.43(ND.S.) -SPRUCE PINE FIR SOUTH W/9=0.36(ND-S.) -1,11N. 1/2-COX PLYWOOD(19156 PPA) 4.ANCHORS SHALL BE INSTALLED FOLLONING ALL OF THE RECOVAMEN ATIONS AND SPECIFICATIONS OF THE ANaoR's MANUFACTURER. FLORIDA BUILDING CODE(High Velocity Hurricane Zone) X141', �- ,....... *.- Q2017 T�LTECO,INC.0GINEETND) ®2017 EASTLRN METAL SUPPLY, INC. '` cEN&j%.� BERTHA HVTTA o,44)8 Accordion Shutter System E.0® INC. A.S.S.A■ .V,BLADE 01 W/OR VI/0 N.V.'t11RJOW BLADE do N.L'.BUDE American Shutter Systems REVJra I DESCRIPTION DATE . DRAWN By. L.C. Nq TILIWT TESTING & ENGINEERING COMPANY 153 N.W.36'A SL.Sx.309.V.RCVa DARD:NS,FLO+, 3310E Association, Inc. 1 OLD 15-079 07/26/17 DAIS 07/26/17 Kj 4, 4268 West Roods Grivc 0 1A Php:p:(os)si1=1s3o.Fvz:(3osla7,-031 2 RID �4,1 a-man:tateamonteom West Palm Beach, FL 33407 3 DRA'MNG NO � i,S'Jn„�'��'��•••��,11 E8-0006719 Phone: (800)439-2204 . F= (561)209-8380 �- D2 '✓IALTER A 11LUT Jr.P.C. 4 P.E X3,1. �,Na1U... /DATE FLORIDA LK.4 44167 s SHEET 6 6 F 28 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FORA GIVEN MAX SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) L J B __tea T F; AT E t NOTES ON ANCHORS REQUIRFMENTS WOOD SUBSTRATES. SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 W MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4.0 TAPCON WITH ADVANCED THREADFORV TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX DOUGLAS FIR VV/ W MIN. G=0.43 W/MINIMUM TREADED PEI,15MMON AS INDICATED.AT EACH SECTION ON SHEETS I k 19. MAXIMUM MIN. G=0.50 W/ MIN. G=0.3fi EXCEPTION:SEE NOTE 2 BELOW. SPAN (1t) B.O. 'NALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF S v S do V S & V LAG SCREWS AS PER ADS 2015 SPECIFICATIONS. ASD NEGATIVE OES:GN LOAD(ps .NEGATIVE DESIL;;R COPD(p51 A.S.D.NEGATIVE DESIGN LOAD W3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING_ SOUTHERN PINE No.2 W/G=0.55(N.D-S) 30 40 6D 75 f 90 05 3D 40 60 75 90 105 30 40 60 75 90 105 -OOUGIAS FIR W/C-0S0(N.D.SJ 3'-0'OR LESS 12 12 12 12 12 12 12 1212 12 12 12 12 12 12 12 12 f 2 -SPRUCE PINE FIR NORTH W/G-0.43'(N.DS.) -SPRUCE PINE FIR SOUTH W/X0.36(N.D.S.) 12 12 12 12 12 12 12 17. 12 12 12 12 12 12 12 12 _72 112 -MIN. 1/2'COX PLYWOOD(1986 APA) 5'_O' -- 12 12 12 12 12 12 i2 12 12 12 '12 12 12 l2 12 12 11.5110 4.ANCHORS SHALL BE INSTALLED FOLLO167MG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE W-0" 12 12 12 12 12 12 12 12 j12 12 112 12 12 12 12 11.5 9.5 8 ANCHOR'S MANUFACTURER. 7'-0' 12 12 12 12 12 1242 12 72 12 12 10 12 12 12 10 8 B 8'-0" 12 12 12 12 12 12 12 12 12 12 10.5, 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 10. 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 12 -12 12 112 11.59.5 12 112 12 10 8 7 12 1218.5 7 6 5:5 Tt'-0" F2 12 12 12 10 8.5 12 12 1.5 9 7.5 6.5 12 12 8 6 5 5 12'-0' 12' 12 12_ 1.5 9.5 8 12 12 0.5 8 7 6 12 11 7 6 5 4-5 12 12 12 10. 8.5 7.5 72 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 12 12 12 9.5 T786 T 2 12 9 7 6 4.5 12 9.5 6 5 3.5 12 12 11 9' 12 12 B 6. 4. 4316'-0" 12 12 10.58.5 01) HV BLADE ONLY 4nAAAi���� FLORIDA BUILDING CODE(High Veiocit4 Hurricane Zona) N ttt ..,✓<���. X2017 IILTECO,INC.(ENGINLERING) ®2017 CASTERN METAL SUPPLY, INC. �'.:ucl��s :r z BERTHA MVT1., Accordion Shutter System A�S,5,A■ 3 V.8 §1-W/OR W/U,H.V.WIDOW WDE k N.Y.BLUE{ e t T TICCIT TESTING do ENGINEERING COMPANY 'American Shutter Systems MY. DESCR XWIPTION - DATE DRAWN BY: 'LC. •� �� Assoclat(on, Inc'. 1 CLDIs 079 07/26/17 DATE 07/26/17 '4 f gS .J6U 4.SN.JaS.NRG tN C ACE A.Ra N 3116 _ e Ph-:(305)671-1530.Fo :(305)1171-1531 4268 West Roads Drive 2 a�•'• ��Id�•,,` . t14, a-mw1:tllocoO-t- 'Nest Palm Beach, FL 33407 3 DRAWING NO Ea-0006719 Phone: (800)432-2204 . Fa:: {561)209-6380 4 17-102 ? Y�CGNt WADER A.TLLR.r.RE '_A:., I- ATURe;0ATE FLORIDA Lic.g 44107 5 1 SHEET OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV HV♦ BLADES AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV 13LADE1 ONLY SHALL BE LIMITED TO 105.0 ppf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 28 FOR MAX SPAN. & r qtl / r-1/4"m LP ON YA1H ADVANCED ASD DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADECl & WORKING IN UNISON THREAOFO.RM TECk040LOGY. - ! -01/ 1 1/2'Min.PENETRAROt4 •y';. 1/4'0 1"APCON WITH ADVANCED f OF THREADED AREA TO �THREADFORMTECFIN`DLOGY - h- /',, I E1057BJG WOOD HEADER. �-�=�" Y1/1 1/z'LSr1.PENETRATION 1 1 1 OR I�ya (SEE SCHEDULE ON SHEET 16) I OF 1HREADED ARTA TO ) M:'L SFPAROON I 1 1. I F EXITING WOOD HEADER. O CLASS M I 1 (SEE SCHEDULE ON SHEET 1 E) I y�Fry r G 0:4 I 1 ;7 i 1 /:,1 lr i ' / j - 12 FOR MADE(1 JAfit1 I - t-._... I 1'din. 1/4'm-20x3/4-S.S. MACHINE SCREWS EXISTING ON S 1 t•EEF 28 FOR I ` Y FINISH J I � r '•.i 1 -.'r.1yALl II II -�- I _ I 11 11 .:� f% .1 •.,,..,T! FlMSl1 I I s 1�.—-OPTIONAL II t EXISTING MIN, I I , - (FINISHDo 1 HEADER-REOURED --OOR ®� EXISTING MIN, _T�_ �, I I 2'x4'WOOD • w / 1;. 1/4-0 TAPCON WITH ADVANCED IXtSTINC F HEADER REOUIREO I I THREADFORM TECHNOLOGY GLASS- TO !�(SEE I I T MIN.S. ON I 1 2"x4'CONT.SILL I I -7 Y7/ 1 1/2'Min.FETrETRATION Jam._ SCHEDULE ON::IJFCT I 'HI TO CLASS MATE REDID. /', �I' I' ''I r FOA OV DTH OF WOOD PLATE. { 12 FOR 13AD't(t)AND_. I I J ExIcTINC I,�'—' IS SCHEDutE (SEE SCHEDULE ON SHEET 76) - I ` -� , ( EHE7 28 FOR _^-- GLASS -; ON SHEET 12) EVOLS C�&0 JI ' 'T- UM HV WALL HEADER INSTALLATION ®HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION r ..SLPARnrION I, MM.SEPA A'noN TO GLASSE)GS1 GLI ING UR4.SEPARATION I1. I 1 TO GLASS431 . 1 - (SEF SCHI'DULE ( i0 GLASS 1 1 .EXISTING 'may-(SEE.SCHSDOLE—"- j O EXISTING ON SHEET 12) 2"x4'COAT. (SEE SCHEDVIE I G1A55� ON SHEEP 72} I CLASS—j I e REQ D. ON S EEr 12) 1 1/4-0-20.3/4'S.S. 1/4'a-20x3/4-S.S. r IIr��II� MACHINE SCREWS MACMNE SCRE175 5Y/ USING 1/4--20 NU1S •j WALL1/4"-FINISH12"O,C. t f li yF//ORIF LJ \� � --OCR 1$ / J 2-x4"CONT.- ��--'r- `a11S\ EQEQ• T 2 iq wooD PLATE Ea--Ea- a um. 1 r `� REO'D. I i! 't -I,-Win.(-- s �f �`�• - 1/4"0 TAPCON'IM ADVANCED I 1/4'm TAPCCN WiTri ADVANCED rTFRFADFORM TECHNOLCCY I �• 1 `1/4-G TAPCOY WITH ADVANCED w/ 1 Sln.PENETRATION OF 11 }'Y 11 I�� THREADFORM TECHNOLOGY �: � IHREaOFDRAI TECHNOLOGY THREADED AREA INTO PLYWOOD. rl W/ 1/2'L1in.PENETRA710IJ OF 1-SEE SHEET 4 FOR TYPICAL + 2x4 CONT. W 1 1/2'LGn.PENETRATION -�'f F °, ' - THREADED RREA DIN FL"'O., SHUTTER TTER ASSEMBIN. } SILL ELATE WD THREADED AREA e 1l fl (SEE SCHEDULE ON SIEL7 16) t t� ;REOD {\--WALL L!IOVIIDAf OF WOOD PLATE. /`- ,� (SEE SCHEDULE ON S`iEET ffi `I .,•� FINISH (SEE SCH�ULE ON SHEET 18) I L EMSTDIG MIN.2'x4"SFUD } 2-L10UMING SECTIONS CAN BE @ 16'O.C.MAX. REO'D.--� MBLNED IN ANY W;.Y TO I ' ,h. I 1/2-MIN.CDX PLYWOOD REQ-0. FLYWOOD:O BE ATTACHED TO 1/2'MRI.PAX WAIL FINISH SUIT ANY IVSTALLAn0.N. LLEXISTMG fA 2'x4'STUDS B 16.O.C.?.VX.REO'D. STUDS M ACCORDANCE WITH FL'WCOD RED D. ®HV WALL SILL INSTALLATION PLYWOOD TD BE ATTACHED TO STUDS IN ACCORDANCE .SECTION 2322 OF THE F.B.0 ♦SEE LIMITATIONS CF U E OF WITH SECTION 2322 OF TWE F.B.C. BLADE to ON SIEEI �1 ©HV WALL SILL INSTA TION j1zFAAiiA V WALL SILL INSTALLATION LI A p FLORIDA BUILDING CODE H;gF1 Velocity Hurr;cone Zone 14 .•• Q2017'nLTEco.INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM i. NO.44187 ■S.S■A■ Accordion Shutter System * ; .l BIADC 1 W/OR W/O H-V.WNDOW BWE&H9.BLADE } TLLLT TESTING ENGINEERING COMPANY American Shutter System, REY.N. DESCRIPTION DATE CRKKN By.- L.C. '• 1� 6359 N.M'.3GR St•Sta.305,NRGINI4 GARD`J15.ROROA 331 Association, Inc. I OLD 15=079 07/2G/17 DATE: 0?/26/17 D 0 Phone:(3G5)871-1530.Fc.:(:05)871-1531 4268 1Yest Roofs Drive z DRAWING Na _ L1 1Ye9t Palm BEoch. FL 33407 1 e-mal t.10cocoo.com 3 ,S'J�•"ppAl ,fl E8-0008770 Phone: (800)432-2204 - Fax: (561)209-8380 4 17-102 + "'PIrt� 7•' WALTER A TILUT:i.P.E. S SHEET P.E.S`CldT/Y6 Alii %DATE iR.oR10A Lic.q 44167 6 78 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE T.1)ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 28 FOR MAX SPAN & t HALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE n & 1A WORKING IN UNISON 1/4'0 TAPQQR iWTH ` �--E0 --EQ- 2'MIN.--I TE ...EO.THRPAOFORM EDGE(IF APPLICABLE) L'n6' I! TECHNOWOY W/ 1 1/2'Vn. ( n.)IXISTRJG-- ;_-_ - - - C PENETRATION OF THREADED WOOD BEAM REQUIRED. AREA TO EXSnNG WOOD STRUCTURAL ADEQUACY HEADER. OF EXISTING MOD BEAM `••,1. 1/4.0-2Dil/s'S.S. TO BE CERTIFIED BY _____ _-_ _ EXISTING WOOD (SEE SCHEDULE ON SHEET 17) PHILLIPS RU55 HEAD -_ TRUSSES OR 1"Min. PHRAFTER 0 24" LUPE SCREWS REGISTERED ENGINEER OR 0 L _ 19 cQ W111141--20 NU1S ARCHITECT PRIOR TO _ 1J2 _ -1/2• O.C.REQUIRED 6 2"O.C. SHUTTER INSTAL MON. L 1 91 1/4.0 TAPCON WITH— L 1 OR 1 ADVANCED TTREADFORM - - '-' - EXISTING SOFFIT �- ' • 250_ TECHNOLOGY W/1 1/2'Afm: Y' r'° ✓� "'...-- 3/4".U.,THK � I .j PENETRATION OF THREADED h••,;•,I NZ; +� I(- I Man. AREA ID EXISTING WOOD B Bis.y/4• Q E 1'i4ir1/B•CONT.ALUTA.TUBE II TON;JL I �I (SEE SCHEDULE ON SHEEP 16) �Q Q S.M.S. (6063-TE ALLOY) D.C. Or Q Or I© TACH 5/16 or ORLAO S SUSS TO ,,;_X•-- 1 i i (•' ©1 Or 13 Or 15 I I LOCATE LAG SCREWS AT ( EXISTING PAIN 2'x4' I 1 i j 1 VIDWDTH OF EXIST114G WOOD I uEMBiR(2'Idn.NDIL•lAL WICK) .�5 Ij HEADER REQ'D DOJ.SEPARATION / I OPER HOLE AT EACH 'u!n a OF 1, STUD TO T 2 .PEt."TRATON TO G..A55 t ACGPT �' I ( ( (SEE SCHEDULE ON SHEET 12) EMST`;G I 1 THREADED AREA.VPL70 FOR GLASS I I• SJ15'o UC SCREW +NSYAL1AT10N5 WTRL 72 pst s MAX.ASA.DESIGN LOAD AND N TUBE. y'-0°UAX.SPAN.THIS AT CENTER 0 1 NK 5?PI44Ilr)1 ; I MN.s7—nm N INSTM LATON IS ONLY VAI.TO OS HV WALL HEADER INSTALLATION 'I a To Q' � FOR WOOD W'/MIN, SPECIFIC ra RA,e['.-1AfD ) t IXISTNG as7muE eA* I Go OF d50 AS DOUGLAS IJADES C GLASS--�'2 ran `O 5 OR ®� FIR OR SOUTHERN PINE No,2, I I( 1 OR'�• i aAXSQi a© OR EQUAL N-SEE I 1-SEE SHEEP E FOR TYPICAL SCORER ASSEMBLY, 2-MOUNTING SECTIONS CAH BE COMB97£Q IN ANY WAY TO SUIT ANY INSTALLATION. nHV CEILING INSTALLATION U'HV CEILING INSTALLATION maAss,M 1 r OR �� IuL'J,SEPARATIONMSN.SEPARAT0IJ 1 _I5ve17.RL a:senCLASS1TO GLASS --- I EXISINC 2 tat al.A W I - (SCE SCHEDULEO(SEE SCHWIJLE ON SHEET 12) f GLASS I w9w1n,TJt I OS SE'cT 12) I I IE1312 -I \! C*�A 1�I ALTER SAtJCHOR �IiI EXISTING ! WALL FlNLSH I I• I O ,I LOCATION 3/8•Emt i - GLASS- I HEX I 1 1 DECK REQUiRRED L� 1/4', 3/b init YASHER4HEAD.TEK L tA,n. I .I 1 (Nb FINISH ALLOWED) 216'MIN.YJOOD SCREWS'® 12•ac 13 OR I�S OCCK REOUIf�D(h' -��•---LOGE OF DECK w ��� - I •�.I FNNSH ALLOWED --- IF APPLICABLE EO--EQ- 1/4'0-20.3/4 S.S EDGE OF DECK, •�•-� '' - _1/4"0 F.H.TAPCOIJ WITH J'0 TAP ON WITH 1" PHILLIPS TRUSS HEAD IF A•PPLIC✓:SLE ^� .EDGE r -----' ----- - ACVANCEU THREADFORN ADVANCED 111READFORM Asn. MACHWE SCREW5 - t- -� OF f---_ - -�. ---- TECHNOLOGY W/ 1 1/2'Min. I - TECHNOLOGY W 1 1 2"Min. W11114*-2p NUTS 2"tAI;J. - - 2 M;tJ.-_ APPLICABLE �,• '- _------ �A,1 / / - DECK Ir PENETRATION OF THREADED L 2•i�•COM_ I PEYe"iRAION OF THREADED G 2'O.C. -2-N+N. ARE4®u!0'M.DTN OF WOOL 1 L..gLL PATE AREA®Ur.LOTH OF WG0n 1/4'0 TAPCON WITH AaMNCED THREADFORM TECHNOLOGY REO•D. .� PLATE- Y!/1 4/2'lLir.PEtdELTAT:ON OF THREADED AREA INTO WOOD (SEE SCHEDULE ON STILL 16) j .?,I (SEE SCHEDULE ON SHEET 17) DECK. (SEESCHEDULEON SHEET 16) ♦ SEC.'U!!ITA710N5 Of USE C= L- j BLADE U oN SHEET 28 lJ HV HV FLOOR WALK—OV R INSTALLATION HV WALL SILL INSTALLATION INSTALLTION A Wo FLORIDA BUILDING CODE (High Velocity Hurricane Zone) t1t �\ " •••• ✓ �201f nLIECO,INC.(LNGMEERING) 82017 EASTERN METAL SUPPLY„INC. %`,`Saar :J�ENSF' BERTHA HVTM. No.44167 `: A�S�S■A� Accordion Shutter System i.V.BIADE JI 15' OR 1/0 H.V.WINDOW BLPDE&N.V.BLADE fi American Shutter Systems RN.NP DESCRIPTION DATE O-mN BY: L.O. TILLIT TESTING & ENGINEERING COMPANY ASsoeiaHOn, Inc. L OLD 15-079 07/26/9! DATE: 07/26/17 =��R•t,]. Q.i•av\ LIM N.W,36U.SL,51e.J05.NRGinu MDDiS.FLORD"331&E 4268 West Roads Drive ((�Q �•LJOJT \�t� Ph—:(305)671-1530.Fu:(375)871-1531 1 :1 o-moa;tltccPOPP!.c0m West Palm Beach, FL 33407 Dr2AWING NO EB-0000710 Phone: (800)432-2204 . Fox: (561)209-8380 4 1 7-102 WALTER A TILUT:6 P.E. P.E.SFiSLJSIGMfURE/DATE FLORDA Le.A 44157 5 SHEET 6 9 OF 28 i END INSTALLATIONS 10 HV & CAI HV* BLADES INTO 2"x4" MIN WOOD STUDS . / . WOOD STUDS,. �. \ 1/4'0'TAPCON WITH .. , ,' / j 21s•MN. (AS AFPUCt9LE) \\ /( TAFV=STUDS CHNOLOCY OW 6URDEx VCS JF O*O. i / 2•N•YIN.DWa -�\ / r I (S PLCQ E) utafORS O 5'O.C, fI - X4 L` W/t t/2'LUN.TNRV= I.. STUDS REVD.{ F4IETRATION INTO SIaD5'OR=—,1/2'T768I0� J I L. --WLE7c c1Ass I 1 FENLTR4T10NTo7/YcPL.OGD C NO STUDS DUST. FXSDNC'CLASS Exmwa CLASS `I I' M.STING CLASS I / \F 1 Nat.[Dx ••;_c-�/EO 0\ I1,ice:�� —) KVSH . FAIL SS NUT)ai n•PLYWDOO- ...\I I .T 10'OOw(SEE 1/2•Yw.'Co% �,,, n .- - Itti SOWU11Wt NN.SO•Nc(SM To SERARAMON LASS SOfDUL ON 4FII - PLYNOOp. •"- 10 GTNS(SfE. —— TO aAS(¢E 1/2'NLN.CD% 1, i'•;:: _ SO4DUlE WI SHEET 12 itA ft/ilE N)N� t/1lT'a3'LAx. 504DI3E a7 Sk.iT y`,n Sc Wt 3EEr PLVWODo. ON 9fEf 23 rDq '� (s0o3-TB)roNT. FWtSM -1/2•uVL L9x Iz FWI 0.4�a'7)N!D /z FOR HIDE lS�A50 1/2 1 to FOR RODE ONO ON SQST 28 HN6�L• GLIAL CLOSER PaTWOOD., ON SKEET•25 FUR W+41. I BLIES N SLEET a9 (1k FON t 2•MiN. PLATE.(LOCATE 1/2• ELAOEStD&Q) ntt LL I Ok + Co L_ AT ETHER SIDE Nin uu w Y YN it `> - gto.1/a'S.U.S. I8 O.C. 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R_ �7 REACEU PE7 EtRAnoN fHREOD(O PENETRAnOti NaL sEn\ STUCS fYiOb ITKR sTEDs m u•1.11 ung slugs.m t2'o.d. #10.1/2"S.U.S. `s�4nai ["[':DE IMI CATIONS OF USE OF -=-%, ,(� 015 o-c,-., sOmAWE�trt(9�F17 4 to ON SHEET 28 1 MAXROAK, '..III` � ,' �.: =77.. � 1/2'set. �tmi s�ffi mRN® 4 9A0E9�� 1 \ I 9 EA7ESrv11G Thi __=__"+ I MW Y> 7r, /� --- \I -_-•' .�OP. ORI'g1Gi�a' R�ya(4�. i 2'Matt\ /,Mw. ,� II iu0R C4-- '� ...._� r-- '•�61w�'oRQtaRr // O 0-. •� t�IOR)30RC�ORI` VIEW Y ZNAEL.Fw611 i-..-L4N.W000 W.1 I (y"(9o-©•7-0'1� Sia PLAN . -C�'1--4�•S3'',�J•V- STUDS REOD FDnSH +-1o'�5-h.�i•� v��'- - ' DETAIL X END CONNECTION DETAIL '1 FNDI��ON DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ®i017 TiLTECO,INC.(ENGINEERING) - Uc 2017 EASTLRN MIJAL SUPPLY,INC. \ CENg •..�$ BERTHA HVTM No 44167 I L ECO,N�, A■S,S■A■ Accordion Shutter System k s A Shutter Systems UDE 11 W/ R W/O H.V. NDOY BLADE k Y.BLADE .V 8 .V. H Z 1 TIWT TESTING ENGINEERING COkPANY American ShU er y ems F".Ne Twit OTE oRmm aw, Lc. " Z Q Association, Inc. I CED 15-079 or/2s/U MATE 07/20/17 4�<%j \ 6Tss N.N.]eN�SY.sFa 105,NJ.Y�VW Oy4W1S.FLORIDA 3310 �,6yhy��t �� �\� Ph ne:(305)871-1530.Faa:(305)571-1731 4268 Mist Roads Drive 2 Gra i\ a-mai:nteeomo�1— %Vast Palm Beoch, FL 33407 3 DRAWING NO �r7 ED-DDoan9 Phane: (800)432-2204 . Fax: (561)209-8380 a 7�102 WALTER A 7,0117 J,P.E. P.f SFJII.,$IGNANtr/OnTE i2owoA Le. 44167 5 ...SHEET .. 6 20 OF 28 1 (QI.,�)•� IIa fs, * NOTES ON HD LOCKS AND CENTERMATES: p T011 ATE C�•La.lf _ 1. 'MANDATORY CONDITION "- ONE 1 raH.D. LOCK SHALL BE USED FOR re-,ma Nva_xas 10 �2D C ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, .HDA-HVA 1 OR 1+33)AND AT ANYELEVATION. (P)/�H.D_ LOCK MAY BE USED AS AN INSID�OR`bUTSIDE LOCK, ATTACHED f6 0 HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M:S. LOCKING C P RODS 335 ARE NOT MANDATORY, Le_ THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF H.D. LOCK SHALL BE AS z 1 Z INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". H 6 Nvc-ffcc $ o I o 14 H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" =l 3 ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER II II Hg !I �3 THAN 105 `4 H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF rg_ SHUTTER. 7,�1EaNulrl�tna „ �S3 L i 2 - cn II a 1 ae cn N 1 0 NVE-xDE -1 E 0 SEE ENO g CONNECTION ¢ R GG Cha I DETAILS OA— SHEET 24 TYP. FULL xrtca*mu--..._- HEIGHT. og oR�ors� .07 - TYPICAL j HV BLADE SHUTTER ELEVATION N.T.S'. ►j444r"�����"'% FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02017 TILTECO.INC.(ENGINERING) ©2017 EASTERN mrTAL SUPPLY, INC. BERTHA HVTM No.441 A S S A Accordion Shutter System. IL. ECOtN�: :- k ■ ■ ■ tv.BIADE 11 W/OR W 0 H.v.WINDOW BADE&H.Y.SAE� 1 TILLIT TESTING.g ENGINEERING COMPANY American.Shutter Systems NEvse DESCAM11IDN aATE o4+WN ft. Lc 9a��•+ •��a r'-• M5 MW 3612 St-Sts.305.WiGWA GWrM nMDA 731e Association, Inc. 1 CLO 15-070 07/26/17 n,aE: 0712s/17 Ph—:(705)871-1570.Fax:(7D5)971-1571 4268 West RoDEa Drive y a�,W tit —0:Ut...06.1— West Palm (Reach, FL 33407 7 ORAA7INC NO S/jllnAl 'E` .rr E0-0006719 Phcna: (800)432-2204 . For. (581)209-8380 4 17-102 WALTER a,TIWT Sr.P.E P.E.Sf/C[/51GNARiRE'/DATE FLORIDh ix.g 44107 5 SKEET 6 21 OF 28 POURED CONCRETE ANCHORS REOUIREO CONCRETE {(SE r /SCHEDULE ON 1 4 0 20x3/• a S.S. •- SHEET 26) MACHINE SCREWS USING I jl/4*-210 CONCRETE ANCHORS ONCRETE' Lf: N11T5 6 6"O.C. POUREDRCOUIRED (SEE RETESCHFOULFA1C ON SFTEE7 26) EDGE OF SEAS IF I To allss '1' 18 / / E D - APPUG461E I 4inTD5Er M[t 1 O (SEE SC?tMULE '(sEE sa tnu E ON sear ss) bD !1 ED /� / f ( s1 El.T 25) EX1571MG�I I. ✓ / I 1 EXISTING / iGL/Sql,. _ OPTIONAL i I I r i I 1 i i _.( // ' " /!/�>•� . EXISTING_� .--( ✓ /�f—SLAB IF EDGE OF GLASS APPLICABLE / i / ^'i �. EDGE OF ✓ L /' SLAB IF MIN.SEPARATION / I / % I ! / / I NX SMARAnON I / r ' ='/ `/ 1 l/ `mo i / / Aa2ucnSLE 7D GLASS I I (SEE sarmoLc oN I, I 2 --j(srE SHEET 25)ON �'I MEET 26) II SHEET x5) w O ! J Lr POURED r D.- EXISTING .� LASS , I 1 - NCRETE CONCRETE rLAT HEAD CONCRETE ANCHORS HFVUIRED FIAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 26) (SE SCHrCULE ON SHEET 26) ® HD WALL_HEADER INSTALLATION ® HD CEILING INSTALLATION ® HD TRENCH INSTALLATION ® HQ WALK—OVER INSTALLATION EX ISTING ' Ifh SPAWia: I I 1' ' MPt SESARAMN I Gl1SSr i To Gt ' �--� t..._ To cuss r g O MY.SEPARAnCN i O `"-(s¢SCHM E ON— (seE:n+Eoutr ox-' A Z ra ciAss z 9RLT 251 i i I I 6HEEf 25) I I , i 'Xsm SCHEDULE ON I' z 1 EXISTING i SHEET 25) `s .LASS'I I j EXTSTING CLAS' _ OPTIONAL ALTERNAr i' I; ,1, OPTIONAU i #14x3/4-HEX ' LOCAHOR TION ON i i i i #14x3/4'HEX WASHER I I +1' 'WASHER HEN' •.'�'" /'' i I' '' 1 $ i TER SCREWS �+ I I I r AHEAD TEX SCREWS c e 6.O.C. '3 -�COiCRETE ANCHORS 7�• r� {SEE SCHEDULE ON #14x3/4' );E%HEAO_JI- SHUT 26) 18 TER SCREWSO.C. [0 EO �--0 OR 1/^'0.2015.5.Y.S. CONCRETE RiCHORS. EDGE or-1 /1 i i /,:'11i Yr/rlUl Q 3'O.C. I (SEE SCHEDULE ON n SIA3 ff i� /f ./� ljr 1 EDGE OF AFPLIGtEIE II EO - FO / `,� MA IF 1/4'0-20x.5/4'S.S. SHIN 26) 1 AP?UCA6LE �PHLUPS TRUSS HEAD - �� rAACH2NE SCREWS POUR ,CONCRETE A;iCHORS I !i >./ / / / / EDGE OF USING 1/4--20 '. / 1,/ / /f / CONCRETE POURED CONCRETE (SITE SCHEDULE ON NurS®6"O.C. RECUIRED WALL REA'0. SHEET 26] -/'' / f �, _ / j SLAB IF Ei-C., APPA HD FLOOR INSTALLATION Pau ©E HD WALL SILL INSTALLATION CONCRETE REWBRTEED NOTE FOR CousTyATInN OF SEGDONS: F© HD RAINGUARD INSTALLATION INSTALLATION DETAILS W, Q HV BLADE T-SEE SHEET 21 FOR TTWICAL SIIUMR - ASSEM13LY 17,70.0.e.EDGE DISTANCE SCALE: 3/8'=1' 2- MOUNTING SECTIONS CAN EtE CCIlBlr ED (SEE SPECIFlCA1tONS ON SHEET 26) jllllz'iiz o� IN ANY WAY TO SUIT AW INSTALTATTON- .d FLORIDA BUILDING CODE(High Velocit Hurricane Zone) E11( Q` ,.•"•••••— `e Q2017 TILTECO,INC.(ENGINEERNG) ©2017 EASTERN T7ETAL SUPPLY, INC. BERTHA HVTM •,,,1C iYSF••..�a NO,44167A S $ Accordion Shutter System E C Q {N C. ■ ■ V.BLADE 11'N'/OR W/O H.V.YWOY!BLADE k H.V.BLADE TILEIT TESTING & ENGINEERING COMPANY AmerlCOn Shutter Systems M.N. DESCRIPTION 'DATE DRAWN Hf., LC. 6755 R.W.36th SL Ale ]es WRciI6i WRDDi nowoA s51e Association, [Inc. I OLD IS-076 07/26/17 DUE: 07/26/17 :�,��1 \ ,� Pro,la:l3os)a71-i53D.rox:(305)871-Tsai 4268 west Roods Drive 2 DRAWING No �1 (! e-moa:e'le:oDa06cam 1'/est Polm Beech, FL 33407 3 �qo �_,/ONAt F,N yl- �-[006719 Phone: (800)432-7204., Fox: (581)709-8380 4 1 7�1UG" 1'/ALTER A ON Jr,PSE. P.E.SEJ/SI(;Nd(URE/DATE FLORIDA U.y 44167 5 SHCET 6 22 OF 28 SEE END WALL CONNECTION DMILS ON SHEEr 34 EXISTING CLASS INSTALLATION our 9a,t IN NOTES HV BLADE * SEE NOTON LOCKING RODS 3®& HD 3� LOCKS ON SHEET 21 SEE END WALL 0N DETAILS ON SHEET24 EXISTING GLASS ' 2-i2•Y1/eio'-2• I (6063-T6 Aum)ALL, 1/2' r---35 ANGLE W/(2) 1/4.0 . I OPnoNAL * * . TAF=J ANCHORS TO 1. 914.3/4•S.M.S.O 12' U1N. SEPARATION 4 H.V. ( ) 4 (QPTIOnAL) CONCRC7E(TOP/BOTTOM I TO CLASS ( ) I &N)914Yt/r SM I r J O.C. (SEE SCHEDULE PINS (TYP.) (N �3, TO TUh1BELA-T(�9 ' ON SHEET 25) - I N (4) H.V- 3 5 a s a 6 1/2- PINS (TMP.) a s � � .. 1 L 1 5 2• 2p 31 OR 32 *(' 33 _ 31 oR 32 31 OR 32 31 OR 32 HVA—HDA 1 35* 35 g. GN®oR® .Q7 oa1 �"� HVB—HD8 (oanoNAL) HV NT HDC EXISTING CLASS (nPnoNAL). OUT SYMMETRICAL HD CENTERMATES ——i—— ———— It SYMMETRICAL HD CENTERMATES W/ LOCK (INTERIOR) W/ 34 LOCK (EXTERIOR) �. MIN-SEP ZION TO GUM I N. l..+ll - /�/ 191 (SCC SCHEDULE ON SHEET 25) AN%�4 I ANCHORS C. i \ VARIES _ t OUT- I 6 1/2-MAIL SLACK __ � HVE—HDG POURED CONCRETE OR HVD—HDD CONCRETE OLOCK WALL TTTF/T/��ii�ii e' REQUIRED _ FLORIDA BUILDING CODE(Nigh Veloci Hurricane Zone kkkk�P�• ••EPd• T✓ 0207/0:4So,INC.(EXCIREERR:G) 02017 EASTERN METAL SUPPLY,INC. BERTHA HVnA * ' No.44167 1L E C O A■S,S��t. Accordion Shutter System T Y.BLADE 11 W/OR W/O H.V W'PIDOW BLADE&ILV BLADE • _ TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REVNe DESMI'71oN DATE ORM1•N Eh. LC- ,I 01SS N.G.S6N.SL,"54.Zoe,"R';N"G�1RDQ5.RCRIDA 3316 Association, Inc. 1 OlD 15-079 07/76/17 OAiE: 07/26/17 •.,� �•••::•' 1\ Pn-:(305)871-t530.F.Y:(705)871-1531 4'e 6B.West Roads Drive 2 4--h 011cc0Pool.com Wast Palm 20.Ch. FL 33407 3 - DRAWING N0 S`aA F� WALTEF a 0003L6l7r19., P.C. Phane: (800)432-2204 . F= (561)203-9380 4 17-102 P.E.SEAL/SiGNdURE/DATE FLORIDA Us.9 44167 s SHEET 6 23 OF 28. f, POURED CONCRETE OR / 5i % POURED CONCRETE POURED CONCRETE URED CONCRETE CONCRETE BLOCK WAIL h 'OR CONCRETE OR CONCRETE OR CONCRETE `_,• '., _,�. �/ REQUIRED I ''% 61DCK\BALI.REQUIRED �./^ BLOCK WALL REQUIRED , /, "- BLOCK WALL REQUIRED l .� EXIS,7NG GLASS ' i; f., ° �CONC"ANCHOR' ;' i> DUSTING GLASS r' J 0 16 OC. ti /—'EXISRNG GLASS -.` EXISTING GL:55 Y>:� •2"MIN. — EO t EO MWI_SEPARATION _ MIN. SEPARATION t MtN. $EPARAl10N MW-SEPARATION / !' I 1 1/tb x3 MAX. j i0 GLASS ! 1 I TO GLASS TO GLASS (61763-T6)CONT,—�'� E C IEDULE ! (SEE SCHEDULE / J1 (SEE SCHEDULE (LOCATE AT 6 I (SEE SCHEDULE ALUM.CLOSER (SEE SOIT25) — _ ON SHEET 25) 1/2" / ON SHEET 25) EITHER SIDE ON SHEET 25} PLATE(LOCATE t/2" i ON SHEET 25) 1 F—,- OF S) AT EITHER 510E LUN 1 1 O L„ OF®) j 1/2"MIN. OF S.M.S--� I %J � ( I -^ #US=1"OR Y MAX_ #14x1/2"�3.1A_ _ _— '/ ------ (AS APPUCABL).2'x'1/8"x0'-2" 0 16"O.C' -— O i 6"O.C. +/ i F J` ALUMINUM CUP ANGLE {4; (6063-T6 ALLOY)AT MIOIIGGHT�../ (1) #74xl/e SJA,S.TOS`4J&(2)1/4"0 TAFCONS ANCHORS TOSEE UETAIL X FOR I WALL Al 1"O.C. (LOCATE AT SIDE CONNECTION EITHER SIDE OF 4 SEE DETAIL X FOR U)TO TRACKS $FE OETWL X FOTE CONNECTION (70 TRACKS ` SIDECONNECTION `RVQaI��+�'raR -©+�cR�DR$10� TOTRACKs uI�7 c�� +��IY� + GR 01+6 I(J.+IBJ) 1�+�1 END CONNECTION DETAIL�� END CONNECTION DETAIL .0 SND CONNECTION DETAIL I` ) END CONNECTION DETAIL i ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR / CONCRETE BLOCK WALL /` PQt� ETE LO CONCRETE AL ✓i ,' REQUITED DUSTING GLASS ` :'' REQUIRED EXISTING/ CJ r ————— 1 ————-- . -1. -----------�� _.. /— ! ' ,y 140/2" MIN.SEPARATION D 0!18"O.C. \ TO GLASS _ __ �`-.' fi1!je ` ORO OR1C 1 ' (SEE SCHEDULE j MIN. SEPARATION CONCRETE "-_ / 1/2"MIN TO GLASS ATtCHOR e= ON SHEET 25) 21--� _7-- ,'CONCRETE. (SEE SCHEDULE 12"O.C., � L_____ ANCHOR ON SHEEP 25) , !Q \ t--L� I l - / OC 1/2"MIN. ..S- -1 j t ( t r2 LL,.,14K:JLY. NT'. 80 OR}fit %2"IiLIW_j .. I, 'f'�2.611N. 1 PLAN VIEW Y / 51 DETAIL X �s aR *IuDR aR'�fS�RV07♦I i.R END INSTALLATION C9 HV BLADE INTO CONCRETE OR I a, + , (a,0, COC.+ y(5:, C81+f' CONCRETE BLOCK .WALL. END CONNECTION DETAIL(5; _TI N DETAIL 0' FLORIDA BUILDING CODE(High Velocity Hurricane Zaneti 02017 RLTECo,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM No.44167 A,S.S.A1. Accordion Shutter System �7 N.B1A9E$1 W/OR W/O H.V.MWON BLADE&HY,BLADE iri • ' Ameriedn Shutter Systems. F.LV.Na DESCMPDON DATE DRKMI BY; LC. '�• � p`y TILLIT TESTING& ENGINEERING COMPANY •Oj(,• ., �tlld .' �(•v 144 5355%W.36th.St,S­305,10R NN 33 GARDUS,rLCQDA 16 ••. ..9Association, Inc. 1 010 15-079 D7/J6/t7 DATE: 07/26/17 :. \�11, PhOno:(305)871-1530,Fox 1(305)871-153ve 1 4268 West Roads Dri2 Sip a-maa:171aca*e Loom West Palm Beach. FL 33407 3 DRAYNNGNO NAL S E3-0038719 Phone: (800)432-2204 , Fax: (561)209-8380 17-102 'WALTER A.TILUT Jr.P.E. 4 P.E.SEAL/SIGN4TURE/OATE FLORIDA Uo.If 4+167 5SHEET 6 24 OF 28 MAXIMUM SHU TEFL SPAN * NOTES; 4 S P aqy�[q a11�REn1Ehm "L-+" OR "L-" (ft.)* (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE MINIMUM SEPARATION TO GLASS FOR SHUTTERS .INSTALLATIONS Yr/ SYMMETRICAL AS.D. DESIGN PRESSURE RATING. INSTALLED.AT.ALL ELEVATIONS OF BUILDING IS 3". L MAX. ALLOWABLE SPAN FORA GIVEN NEGATIVE A.S.O. NO3T OR Qr DESIGN PRESSURE RATING W� ONE HD �} LOCK BL NO (2) PROCEDURE TO DETERMINE NAXIMU`A SPAN FOR VJALI. LOCKING DS 35 ♦ MOUNTINGS OR FLOOR/CEILING- GIVEN A POSITIVE A.S.D. DESIGN PRESSURE WING, MAX 18UO POURED CONCRETE INSTALLATIONS DETERMINE MAXWUM SPAN 'L+-FROM SCHEDULE. ASPPJMSSMEE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, - RATMO ALL MOUNTING CONDITIONS DETERMINE MAXIMUM SPAN "L-*FROM SCHEDULE L+ (Pa - L-(RI ` FINAL tAAXIA!UM ALLOWABLE SPAN IS EQUAL TO THE p OR LESS - 15'75 18'-0" MINIMUM DETERMINED.SPAN BERNEEN 'L+'AND "L- 35 14'-IO" 18'-D' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR -40-- 14'-4" 17'-.10- COMBINATIONS IN BETWEEN WALL•A•/FLOOR/C.UNG INSTALLATION LEGEND 45 IN-ti, 17'-6" MOUNT.MGS: SUBSTRP.TE POURED CONCRETE 50 13'-8" 17'-0 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: MOunrl:I; (SHEET 22) 55 DETERMINE: - 60 -- 12'-11' _ 16•_2- L1+-MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. WALL AA & FE 65 12'-8" i5'-6' L2+=ALAR. SPAN FCR FLOOR/CEILING MOUNTING MOUNTING INSTALLATIONS. 70 12'-6" 14'-17' FLOOR/CEILING BE, CC, DD, 7512-3 14'-5' FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: MOUNTING FF & GC --- -- -t2'-0' 14'-0'. DETERMINE: gp L-.-= LLMC SPAN FOR WALL MOUNTING INSTALLATIONS. 85 11'-10' 1J`-7 L2 MAIL SPAN FOR FLOOR/CEIUNG MOUNTING 90 ll'-6' 13'-2' INSTALLATIONS, 95 11'-3" .12'-10' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 100 f 0'-6' 12'-6' - MINIMUM BETWEEN 'L1+, -1-2+-, 'L1 AND -L2-- 105 1p'-0' 12'72' 110 9'-6" 11'-11" (4) TO ANCHOR SCHEDULE WITH FINAL MAXOAULI ALLOWABLE SPAN AND 1JAXOAUN A.S.p. DESIGN PRESSURE 1159•-1 11'-8' RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 120 ..-_ 8'-9' 11'-5" 125 - 11-2- 130 1•-2'130 135' 145 - 10•-4. 150 __ _ 10'-2' 160 - W-10" 165 170_ - 9'-7" 175 _ ._..9-5. 9'-2"-_ -4" n HV BLADE 185 - ISO 195 - 8'-9' .. g1j11•`�T3 7/ r�� \� ��•.• �/��= FLORIDA BUILDING CODE (High Vetocity Hurricone Zone) \\\ F•''. ®2017 TILTECO,INC.(EYGINEDIING) ©2077 EASTERN METAL SUPPLY. INC. No.44987 3 BERTHA HVT- Accordion Shutter System A.S.S.A■ y_EIAIE R1 W/OR W/0 RV.Yfl\OOH BLADE L KV.6IADc'J' Q�••.•F - America Shutter Systems REYJ10 DESMUMION DATE DRAWN 8Y: LC. �j 11 TILLIT TESTING & ENGINEERING COMPANY ` r11 055 U...7SJ_St.S...JM.vmF aCorw F im.mi 038%'(ost otId Inc. 1 OLD ns-mV o7/2s/n DA1e: m(28/t7 •• �\e'1 Phonc:(305)871-1530.I'm:(305)871-1537 4268 Vlast Roads Drive 1 - DRAWING No r West Palrrl Rnaah, Fa ..3.'5407 e-meS LlteeaakoLmm 3 '- EB-0006719 Phaae: (8G0)4N-2204 . Fax: (561)209-8380 -4 17-102 WALTER A TIL U7 Jr.P.E. P.E.SE,l/SIGNATURE/TATE FLORIDA Uc.1 44107 5 25 F 8 *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FORA GIVEN (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: MAX SHUTTER SPAN MAXIMUM A.S.D. DESIGN PRESSURE MIS.TAPCON x RATING AND A CORRESPONDING MOUNTING TYPE A.1) TO EY.LSRNG POURED CONCRETE: (Min. rc = 3192 psi) FOR CONCRETE INSTALLATIONS - 1%4"0 1APCON ANCHORS.AS MANUFACTURFD By I.T.W. BUILDEX. WNWMUM DADEDMENT INTO POURED CONCRETE-0F TAPCON IS 1 3/4'. A.2) TO EXISTING POURED CONCRETE: (Min. I'c - 2899 psi) POURED CONCRETE - 5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED 9Y 1.?,W. BUILDEX. MAXIMUM MINIMUM EMBEDMENT INTO POURED CONCRETE.OF 5/16'TAPCON XL ANCHORS IS 2 1/4 SPAN ALL MOUNTINGS AA THRU GG (SHEET 22) (ft) USE MAXIMUM VALUES BEPNEEN POSITVE AND NEGAI DAF; A.S.D. DESIGN LOADS A.3) IN CA_SF. 7HAT PRECAST S1CNF, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER FE FOUND ON THE EXISPNG WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >760 TO 195 WALL FIYSHES.AIICHORAGE SHALL BE AS INDICATED ON NOTE A1)ABOVE. FOR INSTALLATIONS ON MNYL SIDING OR EIFS CONSULT THIS ENC!NEER. - 8'-0" 8" 4 1/2" 3 1/2" - - (B) ANCHORS SHALL BE IN-RAILED FOLLOWING ALL OF THE RECDMMDJDATIONS AND SPECIFICATIONS OF THE OR LESS -- - ANCHOR'S MANUFACTURER. -"�--" - 12" 8" 6" 4" :1 .5/4- (C) SEE BELOW FOR I&NIMUM REOWRED EDGE DISTANCE ANCHORS. >8'-9" 6" 3 1/2" 3"$ - - UP TO _-- 12.-1" -- - 10" 64" 4" - >12'-1" 4 3 1/2" - - - MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS UP TO - -- MAXIMUM ANCHOR SPACINGS ARE VALID FOR 7 1/2" 5 I/2" 4" - - 3" EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/16"0 TAPCON XL i' VALID ONLY FOR UP TO 10'-0'SPAN C2] 'HV BLADE ONLY dltt77NE,i3�A- T!l =. FLORIDA 13UILDING CODE (High Velocity Hurricane Zone 110,EN t/ Q2017 n-%Eco,INC.(ENCINEERNG) Q2017 EASTERN METIJ-SUPPLY, INC. No.4 BERTHA HVTIA 4rs� C/+ S Accordion Shutter System e 7} I L. i C O INC. 1 ■ ■ Y,6($pE¢1 W/OR NJO H.Y.YAI:DDN BLADE&FLY.DUDE American ShuHer S sfoms 1iGV.Nu DESCRIPTION DAL[ ow'm BY. LC. 0,' TILUT TESTING & ENGINEERING COMPANY Y ��� •• � (4�`f' 6355 KW 36L4 Se,S•--305.vuz(=f—om 1LOWA 3316 AssoeiaHon, Inc. 1 CLD 15-078 07/28/17 DATE 07/26/17 (3051871-1530 F _(395)571-1557 4268%vest Rands Dore 2 DRAWING No +►�L��, a-moa.❑lccoaao-.can West Palm Beach, FL 33407 3 LE-0006719 Phcne: (800)432-2204. For. (581)209-9380 4 17-102 'NALIER A.T➢Lr.r.P.E. P:E.,SEAL/SIGNATURE/DATE FLOMDA Uc 0 44167 s S14EET 8 26 OF 28 1875' ------ 12•MIN.CLEARANCE' EXTERIOR 0625-1-0625 t EDGESLADE .0625"1A .0625" SECTION X—X • HV WINDOW BLADE SCALE: I" - 1" eLi DF _ .1875" Y SNP) 3'0 OPENMIG f .oszs" Z—�44 POLYCARBONATE IMPACT RESISTANT HV.WINDOW JBAYER MAKROLON 3103 POLYCARBONATE D.o6zs RESINS, UV—STABILIZED GRADE OR SABIC E° CO INNOVATIVE PLASTIC LEXAN .103 RESIN FIAT PORTION (SEE NOTE ''F" ON SHEET 28). aF DLAoe/ --�\� R1.7500" 4 EXTERIOR % //� X101 / IN wlnoow 1.3750"r J jr,� POLYCARBONATE SOURCES FOR 44 X / APPUCA13LF RESULT j/ 02.8750 STYPICAL PROPERDES STANDARD S, —.Tm �/ X REFERENCE am+k/SODal PLA= I:c3.xu/n1I 3103 1aOn 1W 16n ±5.3/4` 1 � ON CENTERS SPECIFIC GRAVITY ASTM 0792 0.043 Ibj'.n' 0.043 Ib/in MEC11AMCP TENSILE YIELD STRENGTH ASTM.D638 9.400 Pc.i. 9;SC0 S CLEAR t.2 1/4" FLLXURAL STRENGTH Ai YIELD ASTM D790 12.500 pal. 13.400 Psi. FLEXURAL MODULUS .ASTM D790 340,000 P.e.i. 345,000"J. 03.7500 .0575 NOTCHED IZOD ASTM 0256 18 FT-Ib/in 17 FT-lb/in SEPARATION e�E Sf i e�� to3.0000 � -�+ .8625" .cIRE BURNING CHARACfT�71cIICS: SMOKE DENSITY ASTM D2843 47.2 X 64.5 X MAX SECTION Y—Y L RATE OF 13URNING ASTUI D635 C-1 CLASS C-1 CLASS - SCALE`: i" 1" 7500"— SELF 1GNnrOIJ PSTM DIS29 1040•F 980'F �YEATHER,NG: ASTM 6155 TENSILE STRENGTH AF•T"eR VIFATHERING ASTM 638 9302 ps.i, 8840 Ps.L EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8451 p.sa. 8880".i. SCALE: i" = 12'MIN.CLEARANCE TDB EDGEDTTDY TYPICAL HV WINDOW BLADE (1:& AND F'OkMMOONATE HV WINDOW DETAIL FLORIDA BUILDING CODE High Velocity Hurricane Zone) 11 �,y GT1p• ®2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. No.44167 BERTHA HVTM ` ZIL ECO (Id J:. A.S.S.A. Accordion Shutter System o V.WDE#i W/OR W/o R.V.WINDOW ME di H.V.BLADE ��. American Shutter Systems RN.fio DESCRIPTION DATE DRAWN BY: L.C. '(4'4 TIWT TESTING& ENGINEERING COMPANY 1`q`^p�/�!�� `v�,' SM5 N.W.360,56,Gk.305,V QwA CWOENS,P.ORIOA 331 Association, Inc. I OLD 15-079 07/26/17 DATE:� 07/26/17 -. ■■-1"�"•" `Cy��r.' Phan.:(305)871-1530.F..:(385)671-1531 4268'West Reeds Drive 2 /�T11At�`` .--%rit-c-L.- 1Yes( Palm B...h. FL 33407 3 DRAWING No EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 -WALTER A.TIWT J'-P.E. PAD.SEAL/SIGNATURE/DATE FLORIDA U--0 44167 5 SHEET 6 27 OF 28. GENERAL UIrMITATIONS AND CONDITIONS OF USE FOR RERTHA G7 HV BLADE ACCORDION SHO r5MA WORIONG IN :UNISON WITH W WINDOW RLAnE Oo 1.MA1t.ASA.DESIGN PRESSURE.RATING: +110.- 110 ps_I. 2.MAX.SHUTTER SPAN:96', 3.ALLOWED MOUNTINGS:A.D.G&H ON SH�TTS 6,7;AS WELL AS 22 uOUNiNGS u,0,T,U&W OR SHEETS 10&19. F }� ('2��1(BOTH W/�4 R ty/R1tE ALLOWED WITH ONLY CENTERMATES 1 i 70 `S�i a +r UfRAy�S�EOMUST anCLUDW ONLY AT EXIERI R ACCESS SIDE OF OPPO NG S. CR75 CENTERMA7E. D. 5.(A)HV WINDOW.BLADE(D SHALL ONLY ALLOW A MAXIMUM OF 5 DPEMNGS �,.EA.E74o (3'0 HOLES)FOR 404 PER BLADE AT SPACINGS SHOWN ON SHEET 27. (a)vis.CLEARANCE FROM TOP OR BOTTOM EDGE OF IN MNDOW BLADE 101 ®�-- OF ANY 3'6 HOLE FOR 44 SHALL.BE 12'. MAX,5 WRIDONS AWNDOWLLOWED WINDOW BLADE 1D aT ELA1N n (0)FIRST OR tW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV ALLOWE EC C N (D)W WNDON BLADE 9 MUST Be USED ALTERNATE TO A SOLID HV BLADE(D ' THROUGHOUT SHURER'S WIDTH. (E)CT MATES SHALL ALWAYS BE IYSTALLED ADJACENT TO A SOLID HV _ 0!ADE 1 AT EITHER SIpE OF THE1l. •! Les= (H)POLYCARBONATE Hv WINDOW )SHALL BE INSTALLED 50 TABS FACE SEE END L '.� THE INTERIOR OF THE OPENING NG PROTECTED.Nv"WINDOWT`44 MUST BE DON ON I 1 q CYLY INSTALLED AND LOCKED USING A HV SETTING TOOLETAPROVIDED BY ASSN 1 g 1 INC. VIELT 11 T7P. < 5�b� 0 '0 FULL HEIGHT' 8 aa 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS NTD WOOD FRAME a O'JIDINGS OWSHEET 16,AS UUNEO BY SPAN AND A.S.D.DESIGN LOAD(SEE a P P aEz NOTES lSPU 1 &2 ABOVE). LL 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED " CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13& 14 AS LIMITED BY SPAN AND ASD.DESIGN LOAD(SEE NOTES 1 &2 A3WE). D H �(SEE TU&FBRDITREOU�REMENTS) oa�Ioa .� 6.MINIMUM SEPARATION TO GLASS SCHEDULE SHUTTER SPAN MINIMUM SEPARATION TO GLAL55 ELEVATION &CL MRQt, 4 TO MASS .. 96•Mox. 5 ——EXIat CJSS �{.1'-SEE SYO EUL E 0.9 Sim 12 111,a 7� —.`--_—_--- - Z— .-._—_.� I ON 9121728 FOR RAIC&C 9P. i^ 60) TYP. IVV/( ORAL `DA DERMAT_S 21:20" \ �— ^�— I tonsneY.av�.; 1 W/G a5 a;IerE 4 Aeatc) :PLAN \ �� TYPICAL 171) Hv BLADE WORKING IN UNISON_-WITH HV WINDOW BLADE CI SHUTTER* EEE FLORIDA BUILDING CODE(High Velocity Hurricane Zone ♦L,L`1� :.��GNS[r•✓�b Q201'7 IILILCO,INC.(ENGINEERMC) ©2017 EASIER14 METAL SUPPLY, INC. G BERTHA HV- 44167 A.S,�,�� Accordion Shutter System 1.0 N.BULGE{1 W/OR H'/0 H.V.WMDD'N 6(ADE&H.V:BADE % . TILUT TESTING & ENGLY. INEERING COMPANY American Shutter Systems RNO DE6GRIPTION LATE D.RAVWI BY: L.C. � L\X.. G]5!ILW.]GfA St.,St..306,NRGIA'A G6RODS,fLCf1W]]1G 'AssOCIOtIOM, Inc. 1 OLD 15-079 01/26/17 DATE; .07/26/17 t)14fr• � 4268 West Roads Drive DRAN'WC No Q �1 Phme:(305)871-1530.Fax:(]05)671-1531 2 r 77 tNoco60ol Com W-t Pelm Beach, FL 33407 ! 3 EB-0006719 Phone: 800)432-2204 . Fox: (561)209-8380 4 �J —�r� WALTER A 7IWT Jr,PX ( ( ) 1 7�1 OL tMIr5I�'976E/DATE FLORIDA ua B 44167 5 - SHEET 6 28 OF 28 OUIRED MINIMUM VARIES INSTALLATIONS. W/ n HV BLADE & HV CENTERMATES �1 -�2•000'.At- 61 1'1/2.0.035"THICK VARIES 0 7— A5 U A-653 GRADE 40 NIh.G_60 GALV.STEEL W s'436 INTO METAL STUD WALLS * 1.�© D83• �.L NETT_STUDS AT 1fi O.C. I _— -_— o.c0 41 - g e .� 4 0.09 o o I ------ i/2'' 075 3 * 1 L4"e NOMINAL _W ; J �— GENERAL LI A 0 ND CON ALUMINUM SLEEVE 7" Ir r._430 N i2 N 8 ACCORDION $ U 6063—T5 ALLOY (1 3/4"[D ua/uuM SYSTEM INSTALLATION TO METAL STUD WALLS +J/4'A 6 1/4.oMC THICK u.. 43c ' m s- D.C.^ I ;I�� SEPARATION TO GLASS COTe CAW.STEEL TRM7( ,c-G7..1 n Asru n-6s]GRADE,o urn,c-co I o s'c.c. 39 1 -/� i 1. MAX. A.S.D.DESIGN PRESSURE RATING: +75, — 75 p.s.f. T Max. GALVANIZED FASTENED TO SIUOS 1 LEXISTNG FINISH a 1' I--O c 1r/(2)1ext/2'WK SCREWS ON 1 AS APPLICABLE y VAND ZONE LNIEKIOR&I:XTF30CR FACE I I 2. AJAX. SHUTTER SPAN: B4" ASTM E-1996 MINIMUM EXISTING GLASS—•I MIN.SEPARATION I SEPARATION 43c LENGRi r I" ~ GLASS (sE�scHEDULFj 43 ' 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS +^ i THRu 3 1- 43 1 413— OL i (TYP•) MUST PENETRATE EXISTING FINISH m 4. ONLY(§NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED RLOUIRLD LOMMu11 , 1lAs APPLIC>8LE q Y11TH 21 AR GED A S METRICAL LAYOUT, 4 4^ 17/4-x a 1/41 0.035'7HK•K MtI I USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE ca r.cuv.s1EEt rRAGc cR,NN l l r 43c 1 i—43o I I I i_1 INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF ASTM A-653 GRAN 40 ST G-60 GA1-V(2)ifi FASTENED C scups I 'im 6'D.c,'` �� m E•D.C. -- -- CE:NTERMATE- Nt(2)fs.1/2•TER FACE=S OR , _ ;' ; ;�' n• _ INTERIOR r<EXTERIOR FACE 1 Min. N 1/4-0-20 THREADS BLADE SLACK DETAIL HVF IS VALID FOR 43C 1X0 ELCO CONSTRUCTION W 1 -_—__ 1/2- 72 38 CENTERMATE 21 APPLICATION WITH BLADE 1 � O PRODUCTS FAB—LOK HQ OREoLDREO umiumi 16.1 A ----��� 43b /6-x I i/2'x 0.035-THICK • i O 6- D.C. COMPONENTS Tun.ASID A-653 GRADE 40 ".� k�+tF:% MS WALL HEADER/SILL INSTALLATION Min.c-so cALv.STEEL METAL STUDS AT 16.O.C. .--_LXISPNC FINISH BL AS APPLICABLE SCALE: 3/8-- 1 '4 (rYP.TOP&BOTTOM) VA . /4-.0.035'THICK If- _ L.IXISTING GLASS.———- — — _—�-——————_I._ _ y� ——� :COFT. [-ALV. If- STEEL TRACK CHANNEL, 4 EXIST - - ASTM A-653 GRADE 40 Min.G-60 a.1 gz . ` GALVANIZED FAST-NED TO STUDS ;.\�•', ' i ' II 11 N W... , , • i SYMMETRYCAL Fr. , SYMMETRYCAL �; !: yam /(2) #6.+/z TEK scRFws ov 430 43b 43c +•s • 1 1 IMIN_SEPAFATIC14 VARIES ; IWERKIR&EXTERIOR FACE 'J :::`.S •'CENTERMATES W/;i ; 'rt=a° ,�5�< ;Y'CENTERMATES W/ .' ;c�' TDGLASSz•.i.•�7'� j: �•}, I :i:'�' r.•F;; +4. I 1 ♦ I ��•°F (SEE SCHEDULE) uc.. ;�� ; $EXTERIOR ACCESS SIDE,�; " INTERIOR ACCESS SIDE:' s,`�_ I lit _—�_—__�___—_—�__ --_ -_-___--� 6•(TYP.) :rsPa AR TION TO lis 3 urt SEPARATION TO CUSS IN i W — ----� w!x0(1:iliac(SFE 9HtUEJ IN (6-1 In. N/OUTSIDE 1 C(K(SIE sAw-Q " 4 __r -------- -- ---- ---=—•------- ---- _ _ -= 12 --------------------------------- ---------- 24 -------------- ---------------- -- -- — <l _--- 1 21 \1 —� — 21— ' 21 21 1 LociE2o AT 12 -------------- -- ----- - -------- - -- ---------- ----- -- — - - --�---- -'-- ----- - -- -- ------------- - Nv H /lu e,0= VIEW Y FADER S _ ((6"0.1in.) I 24 SIDE -CONNECTION TO TRACK 12 3 1/4"(TYP-) I §1A)Aiiiirr t--_. 7^_ .^ 6 1/2"MAX.SLACK **� (Cont.) 1 6 1/2" (TYP•) t17+ --•�--ter—• _ 0 .......... HVC BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE(High Velocity Hurricane Zone F' ®2017 TIGECo.1Ac.(ENriNIERINC) 02017 EASTERN METAL SUPPLY.INC. * * I BERTHA HVTMNo.44167 -!\ Accordion Shutter Sy stemL CA■S■S■A. .. ADE 11 W/OR W/O N Y.VANDO'N GIME&N.Y.BLADE `' off. •, ::'•`CV TILJT TESTING do ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE I IxWjN Bf: LC. pp C 6355•W +6th St t 5 v. n AssOclaflOn, Inc. T OLD 15-079 07/26/17 DATE 07/26/17 P � 4268 1Yest Racea Drive None-:(305)87+-,530.Fox:(305)871•15J1 2 e-mcg:t'Ileca@aol.wm 'Nest Palm Beech, FL 33407 3 DR�A7WING No 'r•�...rn•• Ea-=671@ Phcne: (800)432-2204 . Fox: (561)209-8380 4 - 1/—1 fl2 0ALTER A.NLIJI J1.P.L. P.F.-SWSIGNATURF/DATE PLO uc.f 44167 5 SHEET 6 28A OF 28