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HomeMy WebLinkAboutProduct Approval j • ^ C ; `�• i L Tari, L la aC1S Home Log In User Registration Hot lbpies Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Units Search �j b 2 i 1 ProductApproval US -� P 1� USER:Public User Product Approval Menu>Product or Aoplication Search>Application List>Application PotailRR R ^,_._ �'` ..__�_.........� tff y�--,il , ] I FL# FL389-R9 Application Type Revision J I I� r Code Version 2017 u Application Status Approved ST, Lucie County, Permitting Comments Archived C� 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 i lrodriguez@easternmetal.com Technical Representative Address/Phone/Email 0 Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. G Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE f i1 PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product.Standards Certified By Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/Z017 i Date Approved 12/1.2/2017 Summary of Products FL N Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17.108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No EL389 R9 11 AMERICAN SHUTTER SYSTEMS DRAWING 17• Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTFM.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".1-lax span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FI 489 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade yr/window blade working in unfson.Max.span for HV3 blade w/o window blade for Installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Nan-HVHZ)-Orvig 17.107 and bottom)for storm protection Limits of Use Installation instructions Approved for use in HVHZ:No FI 789 R9 It AMERiCAN SHIMER SYSTEM ASSOC. Approved for use outside HVHZ:Yes INC. DRAWING 17.107 BERTHA HV ACCORDION 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 16'-0"For 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HVI blade,8'-0"for+64,-72 p.s.f. 171_389 RA AE AMERICAN SHUTTER SYSTEM ASSOC.. A.S.D.load for HV blade for Keystone mountings 7-0"p.s.f. INC, DRAWING t7-10.7 PRODUCT OF EVA-,Al TION for metals stud mountings and 8'-0"for 110 p.s.f,for HViA REPORT.PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No EL389 R9 iI AMERICAN SHUTTER SYSTEMS ASSOC.,INC, Approved for use outside HVHZ:Yes QRAWING 17-106 BERTHA HV ACCORDION SHATTER Impact Resistant:Yes SYST,PQ Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s,f ASD load Created by Independent Third Party:Yes for Blade i and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively F1389 R9 AE AMERICAN SHtITTER SYSTEMS ASSOC_INC. DRAWING 17-106 PRODtICT EVALUATION REPORT PDF Created by Independent Third Party:Yes UacM 1'ontect ids,;;1eioS FSidir crane�,nit-at•Ahmsnr F '1 Soo Ply-—fffnj A7..IN74 The Stals of Hama a an APJEEO cr:plrryeer.C^^n'Fr 7n07.71)d 1 stave or Ftonr14•;;Privacy Rr"f.mn cf olt-ent Under Florida tan,ernalt adearessm are vvwc records.it yov do not want your e•mad address reicasca to tespen]e to a twhDc-tetnrCs rerlvMt,ao not send t:kettDr.ic mad t to this entity.Instead,Will& the office try pnorie or W traddiontl mail.It you havC any oumtiom,please contact 850.407.3395.-Pufsudnt to Sr-t-+)n 455.775(i), Florida Statutes,cdreanc Oaoxr 1,2037,kcirmem 4cczstd under Chapter 455,F.S.must provide Inc t7epartment with an chilli addru tr they hove one-'rhe enla4s provided may pe used for officAt communication min Ne,kensou.However amad addresses are puill+c retorc.If you 40 not wuh to supply a Pomona,address,p1caae provide the Department wM an email address wt<h can to made avadatk w the pudic.To ccrermme it you are a licensee under Chapter 455.F.S.,pLaso click rx,. Product Approval Accepts- �.f�' V® GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT eVALUAaIOH DOCUMENT(P.E.O.)HAS BEENcV"WFIED FOR COUMM14CE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA 6UiLOLYG CODE THIS ACCOROION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT WON VELOCITY HURRICANE ZONES. DESIGN WIND LIDS SHALL BE DETERMI{ED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL. TABLE, OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR 10-0.65,UMO ASCE 7-10 AND SV4L NOT EXCEED THE MAXIMUM(A.S.D.)DESGN PRESSURE RATINGS INDICATED ON SHEETS II THtt"U 15.49&20. N ORDER TO VERIFY THE ABOVE CONDITION,ULTIVATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS AREA1: W BLADES(1)&_I BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/VAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SEEM 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 UJ ORDS?10 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.EO..AS TESTED.WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HIM%V?,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-m37 SHAT 3 BERTHA H.V.ACGOROXW SHUTTER SYSTEM'S ADEOILACY FOR WINDAND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED,IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATI,REPORTS: TYPICAL WINTMW!GLACE&WTNDOW!DETAIL -HV MADE 0 10274.01-03,1071541-03,11004.01-05,11214.01-05.10317.02-06.10609.01-10 AND 10210.01-11 AS PER FAS-204.TAS-202 AND TAS-203 PROTOCOLS AND ASNM E-1886 AREA 2• HY SLADE(D AND W WINDOW BLADE (1Al AND E-1096 STANDARDS(USSILE LEVr'1%WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) . -HV WlfV W FRAME +Q 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND,1 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER M"ATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/SMACK SHEET 6 2.HV BLADE{}+ AND TMA WIMD0W EWE m.ARE ENOWEERED TO WORK IN UATkN WITH EACH OTHER UNDER THE GENERAL LIMATHINS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-U,CONCRETE/BLOCK SHEXr 7 CEMERMATE 3.BERTHA H.V.ACCORDION FUiS(M!SCREWS).USED AT BLOM KNUCKLE AND FOR DIRECT MOUNT CONNECTION 70 TRACKS SHALL BE 114x2.75'AND 1/4x1.75'RESPECTIVELY,410-HT MINPIUM SERIES TEHY SHEET 8 ALTERNATING DETAILS N1/ SHEET 9 STAINLESS EEL SS STSCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 Moi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSWELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEMERMATE ALTERNA CGATNG APPLCATCRS,REGISTERED WITH A:IERMCAH SHLITIR SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARIWO OV THEIR HEAD. MAD CONNECTION DETAILS 1^6,CONCRETE/BLOCK SHEET 10 4,ALL AL.UMNIIU EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM MELD STRENGTH FOR 6063-T6 ALLOT I5 30.0 kai AND 35.7 Hui FOR MAXIMUM SPAN TABLES SHEEP TL. 6005-75 ALLOY. ANCHOR SCHEDULE-CONCRETE-&BLOCK SHTEr 12 S.ALL SCREWS TO Bc STAINLESS STEEL 304 OR 316 ASI SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 MTN SO ksi MIN.YIELD STRENGTH AND 90 k.-i MIL TENSIE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 8.BOLTS TO BE ASTM A-307 GALVAIZEO STEEL.OR ASL 304 OR 316 SERIES STAINLESS STEEL.WITH 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOL ZANG SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0; 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FN RUNE O&s WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 B.THIS BERTHA H.Y ACCORDMGN SHUTTER SYSTEM BEARS A US.PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN - METAL SUPPLY"NC. AREA 3- NY ty(NDQtY BLADE A ONLY • 0.IT SHALL.BE THE RESPONSBRRY OF THE CONTRACTOR TO VERIFY THE SOUrCDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WfH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HO AREA 4: HV WINDOW BLADE C1)ONLY CEHTERMAIFS AMD ENGAGE OR LOCK ALL HV AND EMD LOCKS. 11.SHUnER MAINFACTURER'S LABEL STALL BE LOCATED ON A RFAMY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CGDE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD YIAUS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12.BERTHA N.V.ACCORDfON SHUll SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY TTUIDINO AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERIAtT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVMDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. _ (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION 04CWDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS. DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAIED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SIT.MS IKE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.EO.WELL BE CONSIDERED INVAUO IF ALTERED BY ANY MEANS. ((d)SIRE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH VALL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGNEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO 11IS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (c)ORIGINAL P.&6 SHAD.BEAR THE DATE AND GRIOLNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. JLurAUA.Mi��� FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone' 1 ®2017 EASTERN KETAL SUPPLY,INC. 02017 TILIECO,INC, BERTHAFIVDM Accordion Shutter System N 3=Ec O �N�. A■S■S■A■ Kv MAX ffT w/OR w/o H.v+MNlXJN MADE dp�g ft� y American Shutter Systems Lv.x nFscR�11oH oAt7 DRAWN B+ Lc TICCIT TESTING & ENGINEERING COMPANY ' Association, Inc. , OLD 15-085 7/27/1 DAZE 07/27/17 T e3s3 R.W.3E e.sL st,, QW6aT A alta •�� 3os Wwa+u pG FW426$ 1t'estroads Drive z pRAWNG No P+wa+a;(365}87.-1530.Fax:(363)871-1531 p rORNWi� +� ,►`' a- 11:tatmfta.c West Palm Beach, FL 33407 3 1 A� WALTER iLUT T1m.P.E. 4 iLl7 P.E.�S�F1st�StQidAYUREf DATE FLGRDA u.. x167 $ SHEET OF 20 Ya ran ww.6LLDCX9 VARwES 4 1" o a ,pe w S.9 8" 1104. , a A 71' 4.38" 0. y �y 7' 4.89. k_ 1 HV SOLID 9[ADE rs" o HV 89!1180' STARTER �HV UNIVERSAL FLOATER QUALIFIED FOR USE Yr/ COVERQ ED UNDER US PATEtdf 5458179 QUALIFIED FOR USE Wf HV BLADEQ ®HV DIRECT MOUNT HV BLADE HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE w IQ tiV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE 1 s7- 6063-T6 ALLOY AND'TEMPER 3.22§: 6063-T6 ALLOY A TEMPER ,124• " 2.670' ' m n (7YP.) .991• .�' n 670" 25" $ 0 2 g 842 O • i6' .092" r c O7 0.07' l�HV ADJ. ADAPTER Wf LlP i 4 �' t s• ' 820 � - QUAUFIED FOR USE w/ HV 0HV WALK—OVER TRACK 6(�}{Y ADJ„(,OO TRACK CK BLaOE QUALIFIED FOR USE Wf HV HV TRENCH TRACK 5" 3.7 R ACK 6063-T6 ALLOY AND TEMPER BLADE(1� QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BIADE(t ONLY. 1 HV RAINGUARD BLADE 1 vARiEs , 3 6063-T6 ALLOY AND TEMPER OUAUFIEDHFOR EUff W/ HV 6063-T6 ALLOY AND TEMPER 1" 16• VAFLF$ 1.936' 6063-T6 ALLOY A D TEMPER r Mas. .IOL 1.917 .� r.083' .-T 063' mjAt 3' �� a 3. .093''o .121 r.... - _v .60" m ' ',� 670 �r670 1.680" 670 S - . 520" :JS 5529" �• 11 HV CEILING HEADER HV HEADER/SILL 13 HD CEILING HEADER/SILL I 0 iFiED FOR SE Yd/HV HLAOE 1 ONLY, QUALIFIED FOR USE W j HV BLADE DONLY HEADER/SI 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1O 1 d HD WALL LL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE V1/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY Alit)TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER COUPONENT A D 71 T2 X Y t f' WLL f6N.Y AtN.t _ 2• 2" 0.125• 17 2' S'MAX• 1/6' 1/8' 3' 3' 0.090" SIDE ANGLEt8 2' S'MAX. 0.1$2' 0.I92" S 1V CIED FOR POSTS QUALIFIED FOR USE Wf HJ ALUMINUM ANGLES 19 2.5" 7'MAX. 0.190' 0.140" ALiFTEO FOR USE Vdf HV BLADE 0 QUALIFIED FOK USE W/ HV BLADE(9 6003-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2' 5"MAX..0.t39' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane lane 1�� i o2a,7 TaTECA..ND. 2017 EASTERN METAL SUPPLY,INC. t, � BERTHA HVTT4 �t �\CENSF; ■ tt 9 LTE C 0 TNS.� A■S■S.A. Accordion Shutter System H.V.BLADE#1 Vd/OR W/0 KV.M7NDDW BLADE American Shatter Systems y,N DESLMMIA DATE DRAWN 8Y. LC TILUT TESTING & ENGINEERING COMPANY Association, Inc. t OLD I5-085 7/27(1OAtc 07/27fI7 • G//� OFv 6155 RX 36 n SL.Sm.30'•c N=G 4%CARDVM*.nAftOA 331 Q� t tVVVVV t, Phone;(305)871-1530.Fos:(305)871-1531 426$ WeStroadS Drive 2 DRAWING No ,Y. OF a--I:Wt<ao0aols4m West Palm Beach, FL 33407 3 7— �7 *Str�fj'`••..«,.••`�`�}ltttt 1VALUR A.TlUT1Jr.P.E. 4 V a�{1AL� , t I rLORVA u�!44167 5 SHEET P.E: tYl E DATE 6 2 OF 20 4.65 d 76 923• 1/4•-20.t/ 1 f'-2D CAST .745• ,28 C. ftAT 1ffAD YxRW@ RW5t+.L CNyKi i y„20 2.293" ('+tKEOKM=G COMM PANTED . SAS PANNED m' iA °d 0�• 0 4`R°J N , .� TED[.KEIS)(Move (CFADUE PLATED) 21 V CE TERMATE FLOATING C m,. / t.3zs p PU �, Hy LOCK. � HV EGRESS LOCK QUALIFIED FOR USE 1Y/ HV BLADE& t8 ONLY �� az" @7`I QUALIF)ED OR E W HV QUA)1FlED FOR USE Wj HV 5063-T6'ALLOY AND TEMPER OU Ea FOR USE W/HV BLADE t & ONLY � / 6063-T6 ALLOY AND TEMPER C BLADE{�i & Q ONLY. BLADE tUh (0 ONLY. O ALIFIED FOR USE W/HV BLADE(I)ONLY 250•O.D. t@' 74` 6063-T6 ALLOY AND TEMPERPLASM - 1.7 d�• .2' MOLDED c° n • � SCREW 1 n 380"AFTERRRhTLUC °5 " a 1�4"0--20 4" S.S. THUMBSCREW x 3/ BEFORE RtVEitNG icy + � " �: � � " 4" —20 RIVNUT* _i , „ m i° OP'• 't9011ES""AWUINUM(2024-r3 AIL*LARGE aRME DIN r, 1.730 i L i 1.15D• � m @ SHEET tMSERT,PA4T 0 0820,AS IJANUFACrLM Br AVVEL ra� PUN FRolu ELLYATKN HV MALE "T" LOCK CEN,URMATE 4 66' CxERR TEkTORx PAgS7PPElfY.xlw JEasEY G7o34 OR Eows 27 LOCKER FOR "T" LOCK CE_TERMATE QUALIFIED FOR USE W/ Hv BLADE Q ONLY � HV FEMALE "T" LOCK CENTER��TE HV "j" LOCK HV ALTERNATIVE SOCK 5063-75 ALLOY AND TEMPER `'� ((''}} QUALIFIED FOR USE QUALIFIED FOR.USE iY HV QUALIFIED FOR USE W/HV BLADE(DONLY QUALIFIEDFOR U ALLOY V BLADE ONLY tY/HV BED FOR JONE BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER 0U7Q, *.a •�� KEY C LI DR KEY CYWIDER �CENT NO 0 O H C A OC ROQ �� O o o „I t .1zs M°x OUALIFIED FOR USE W/ HV BLADE 1 °u A QUALIFIED FOR USE W/ HV BLADE(& UA , 6063-T6 ALLOY AND TEMPER �• 6063-T6 ALLOY AND TEMPER VARIES, iz"MIN, QUALIFIED FOR USE VJ/HV BLADE(9&& t� t/ 24D �0_R�3/D"e-te 4-- L'75�0 i 6053-T6 ALLOY AND TEMPER _ ;LI/2- go TCYI NDERR (SCE OErA+s i �y®■7f-y Do OR KEY HD LOCK - L1 7 Mm. CYUNOER CKiNG Raod 11 �;� i.7@ Maa QUALIFIED FOR USE V7/ HV BLADED n 6063-T6 ALLOY AND TEMPER �� � 18 �-16 ACETAL �37� �'iV 1,�yi'" 4tS—`LCI AiS/ `3a4' 6Y RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 5 INSTALLATION kALL REQUIRE A 7/16" HOLE THUM$SCREWS SERIES S.S. THUMBSCREWS OUAUFFEQ FOR USE V7j HV BLADEO&& YJ LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR tA�y� )(V BLADE(� QUALIFIED FOR USE VJ/ HV BLADE Q FLORIDA BUILDING CODE Non High Velocity Hurricane Zone (r1ff.-' .k 1S. 10-.may 02017 TIUECO.INC. 02017 EASTERN METAL SUPPLY.INC. 77 • " = BERTHA HV .-n,N' •K'�y = ■ --- ,�■ ■ ■�■ Accordion Shutter System . i■. E IN c. RV. BLADE#1 w/OR W/o KV.VAtDOw ELADE •d' l� 7 Ameriean Shutter Systems REV.N DESCRIPTION DATE DRA7IN @Y: L.C. TILUT TESTING & ENGINEERING COMPANY AssociationL. , Inc. t OLD 15-085 7/27/1 DATE: 07/27/17 STATE : 8135 N.cy.35( 5)51 303.Y.F..y:(305)5 1-16FLOROA 3316 4258 Westroods Drive 2 si tmone:t3os)@71-7530.r4y:1306)871-1$at DRAWING No •,(.•.,•�( �, ."(L y�\ °-mmE tOD067°d.eem West Palm Beach, FL 33407 r4; 17-107 OAIQ 7i EB-oDD@7ts y - 1S L WALTER A.i1WT Jc P.E. P.EF�l�slL��dA RE"rDATE FLORmAL1 g 441sT SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/8' HV M HV 12 MIN Cc 25, 41 40 70 e .1875 HV BLADE I IA WINDOW ewe .0625 .06257 HV BLADE 1A ULADES t.1875* t Y KNUCXLE HV LONG RECESSED NYLON BUSHING 0 .0 625" 3 (rep) 14V SHORT RECESSED NYLON BUSHING 75 �,�, FLAT PORTION KV NYLON HAT WASHER (D OR(D 3 50* 41 W WHEEL CARRIAGE AJSI 302-303 SERIES 4 0.670-x3/16-THICK NYLON WHEEL 2 7/8*MIN. W WINDOW CLEAR 0.188'0 AISI 302 SERIES S.S. RIVETS 315.0 SEPARATION .0625' 3.7500" X0825SEMEEN SLADE 3/4' - HV 1 3/4- ACCORDION PIN W/ #8 HEAD EXTERIORLIJ OPEN114GS C=l ON CENTERS .75w "t10 @ t� T t�2 1/4' —44� 3 14V 2 3 4-ACCORDION PIN W1 #8 HEAD CLEAR POLYCARBONATE IMPACT RESISTANT W WINDOW] —1m, TYPICAL HV-WINDOW BLADE AND j8ps POLYCARBONATE HV WINDOW T)-Euil WT.S. OR or @ % E OTE FOR LQUINROMEMS) (DOR POLY LARBONATE IlAPACT RESISTANT 14-V WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC J TO SLADE M INNOVATIVE PLASTIC LEYAN 103 HV RESIN PIN REQUIREME AT EXTERIOR BLADE KNUCKLE FOR (SEE NOTE -F- ON SHEET 19). w(14 (DO R (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR J U10 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV @ OR POLYCARBONATE SOURCES FOR EXTERIOR APKICASLE wzw HV(9 BLADE. "CAL SHUTTER ASSEMBLY TfPxAL swa-mi KV PIN OWRk AT (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT ARIOR @�4 (SEE NOTE*FOR-\ SI'Darle CS ASM DM D.U3 fbt.' 04-3 EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D oam SLAOVS KNUCKLE. BLADE WHEN CORRESPONDING TO INSTALLATION "11', SHEET 7. oaa-T- REQUIREMENTS) welxe Vw 5r`*1='" ASW DM 9.400 PAL 9=PL" FUDMM1:11111z7if AT YM ASM ffM 12A00 P..L IJACO P'+2 1 3 (3) W PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. FUD00L A�W OM 40.000 P"A -411.000 p..1 11 wroan 00) ASM 0739 te R-bf. 17 rt-m! SHEET Wff.L DEIT IL am DDGW ASTW 028.3 47.2z 0.6 x MAX -CARRIAGE -A R?EMBLY LAYOUT PAYC Of SUMM Am 0= C-1 CUSS o-1 CIAZ M.F.20" 1914 Dion 1010 T M AM 0153 Tvj=""Zag'"*rIM---a-4 AM Sia 4302"L SM P. In HV BLADE SOLID & fA HV WINDOW BLADE DETAILS TDIVIZ SV=Oil=waclami'a L N.T.S. '411"m A.TO'-f-, FLORIDA BUILDINGCODE(Mon High Velocity Hurricane Zone) .............. 02017 EASTERN METAL SUPPLY,INC. 02017 TILTM.INC. -- BERTHA HVTM Accordion Shutter System Z7mrE C 0 KV. MADE#1 W/OR W/b H.V.WMOW MADE A.SwS.A American Shutter Systems MYS"a DESCRIVRON I Y TjWT TEST] �� 17 NG & ENGINEERING COMPANY DATE OATE-�80/27�/ on is-os5 07/27/17 Association, Inc. I I G=N.W.3ft.St.sit.!0%VMCM*kQDM rLDFODA 3316 4268 Westroads Drive 2 A. PM- (n=530 I-:(3M)871-1531 DRAWING No %....... �W��Oftw— West Palm Beach, FL 33407 3 14 Z 1111 EB-00067$9 17-107 ...... WALTER A.TACT Jr.P.C. 4 "167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 55 ' „L'4- rp" 4- *NOTES ON HV LOCKS AND CENTERMATES" • e �+" c § / n N s T U R.Q.--' 1.Y mOATORY CONDITION/1:ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR AN SPAN OR 12'ABOVE OR BV11 1,f2 OF SHUTTER SPAN OR SPANS UP TO 105'.AND FOR INSTALL,�+TtONS f ANY ELEVATION,tN LOCK t2j or�S MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Pt,,V OR 2�7 CENTERMATES tY/(2) 1/4'11-20 x 112'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHURER ELEVATION. 2.QMRAL CQNQMOV ft IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV �a LOCKS 93.(0 OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CE14TERPAATES OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. -12 OWID ONLY � `_�y �x �, W/1WD N.V. LO(9(S1. LOCK RODS ARE NOT REOUIREO A7 URRICANE POSITION, BUT MAY i 4 5 6 O oa BE USED tF DESIRED 70 ENHANCE SHUTTER PERFO MANCE LOCKING RODS OR AN ALTERNATIVE DEVICE N MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ,(CLCO,Npj110N /2:ONE HV LO �`' SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN o AND INS7ALLATtONS AT ANY ELEVATION.HV LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. x ATTACHED TO Qr CORNER CENTERMATE W/(2) 1/44-28 x //2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS�$ 11 AT TDP&BOTTOM SHALL BE USED, LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Ick _ MA)OMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 2 CT ALTERNATE TO MAt;DAT C 1 n11D ONLY FOR HV LACK FTm�/. CET., ATM 6t lr( x• a t5 S.FIRS A TER O CONDinoy !NA W/`S"MMA ALTERNATE HV LOCK 2g MAY BE U5 IN LIEU OF HV LOCK Q,V or gj FOR ANY SPAN AND f x g}a z IN 7/4'0-2 AT ANY ELEVATION.ALTERNATE LOCK MAY M USED AS AN-fNS�E V1 OUTSIDE LOCK.ATTACHMENT OF ij4 c-20x3f4"S.S.THUMBSCREW TO Qi OR CENTERfdATES SHALL BE MADE Wf 1f4'6-20x3/4'ALUM. o RNNUT AS SHOWN ON SECTION HVE, SHEET B. ON LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 =fig$ ?<`•g LOCKS AT 1/3 OF SHUTTER SPAN. •. n1 6. MANDATORY CONDITION i3 EQS KEYSTONE MOUNBNO_INSTALLATIONS: ONE HV LOCK @ or @ or @ SHALL BE i USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 'or 1 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FIAT HEAD S$. SEE 1") M. �TOP AOF LOCK ND BOTTOM SH CO BEAS INDICATED DON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ COt;taECTtt DETAR,S OtN D r E N I J x L u P O a v w x SHEETS !O& 1B TYP.FULL =_ - *NOTES ON HV "T" LOCKS AND CENTERMATES:. HEIGHT, I OF CORNER 1,ecc1:ND/LiT228tt71:TD LttuOATORY C0N01RON 0 VALID ONLY FOR HV 9'IOCIsIfD-ANDMWMATES bl AND CENTERMATE tL-ONE ALTERNATE HV'P LOCK(S MAY BE INSjALIED IN UEU OF HV LOCKS N3 OR�9 FOR ANY SPAN AND �oa }oa®• 7 ox$C�cR 1 Q+T 3� INSTALLAT1 AT ANY ELEVATION.ALT TE LOCK iX},_Z. BE t15E0 AS AN INSIDE OR OU 1DE LOCK,ATTACM.dENT OF LOCK INCLUDES USING REINFORCING LOCK „7/ AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10• 5 oa • 7. CONNECTED TO CENTERMATES @ AND 0 W1 1/415-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' YINGNUT OR MA}ODU.ABOVE D4 8ELOWI MIDSPrAN. USE OF TWOiOLOCKINGRODSS(1Y-,s`OCK TOP LAY BE AND BOTOM IS MANDATORY.TALLED AT �d OR 12' Q•®�^1 a 1 T1s,�^�s •rt„�°° ®+�«�' �Ts•��Q•&� *NOTES ON HD LOCKS &�E�TEERMATES: 1 1 HD�D C RMA OR 33 W/(31: ONE ALTERNATE HD LOCK Q MAYBE USED tN LIEU OF TYPICAL (J) HV BLADE SHUTTER ELEVATION HV LOCKS�OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK a MAY BE USED NTS AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK Gxl TO @1 IS W/3 E8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT 1331 AS SHOWN ON SECTIONS HD9-HV9 AND HOC-ENC,SHEET 10.LOCK MAY BE INSTALLED AT NIOSPAU OR 12•MAIOMUM BELOW OR ABOVE WOSPAN.USE OF LOCKING RODS a�IS COMPLMY OPDOUAL.. t TTtYNiUinA���. FLORIDAI IN C on High Velocity urricone one 11L�P ,nn..n^.'' jj.'L 02017 TO.TECO.WC. (02017 EASTERN METAL SUPPLY.INC. L V MY h �:' 1s'•=,��'-_ �� BERTHA M Tid —=c1 O =N AI.S■S wA■ Accordion Shutter System Mtv. r #1 w/oR w/o KV.W!t®ow MADE .ti i 1 f� . * American Shutter SystemsREV.W DATE DRANK 8Y: LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. - 1 OLD 15-085 7/27/7 DATE, 07/27/17 \ d399 WW,18th.St.St*.395.HRGfM GAfiLNS,fl1YYM 331 pRAWING No Poo-:(305)1171-1930.fox:(305)871-1331 4268 Westroads Drive 2 �ryyj��\{ `� it a-mal;tmeeoonw.w West Palm Beach, FL 33407 s 17— � ••�ujUtY/M4 1iT11T WALTER A TIWITT Jr.P.E. � i F.E. SEA!JSIGl�A"TUREjDAIE noRwA ur.J 44167 a S�5 OF 20 itCREf€ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON 0R CONCRETE BLOCK REOUIREO 1/4b-20x3/4"S.S. CONCRETE RCON 1/4 SHEET t3} _„__� CONCRETE ANCHORS fU.; SCREY15 REQUIRED FWt " / r (SEE SCHEDULE ON W/ 1/ 20 - r CONCRETE ANCHORSr r'' 17 18 0uE(SEC uxmmlto Q�WRlT+9 >) V I `� ! /' SHEET 13) NUTS 9 12,O.C. (SEE SChWUt.E ON SHEET 13) 1• < r �.' +' r<• Gin, tf4"O-20x3/4"S.S. ' <'•,,ji r OR f 4 r•/'r -- _ Ea TO MACHME SCREWS �'' i f _--- EO EO USING 1/4'-20 NUTS. rt 2" 19 r <• „i r / 1/2•/ r- 6 12'O.C. r < ! - // Edo r RIL!J' E D,• / r .250'Max. ----` E O.•• ' r :� I .280'Max. Tu'°-' r j' uox. OPTIONAL ii _ I <' < IDUAL I —� WL SWAWNa 11 to UAW(s> r 1 L 9�ZuE ON shm ♦ MIN.SEPARATIOtt TO GLASS 11 FIRS X I I ---(DOR ; ( t GLASS�(SEE SCHEDULE ON SHc'ET 11) EX7571HG rtx Q�Q,)T GOD.SEPARAT7QN TO CLASS GLASS- EXISRNC -(SEE SCHEDULE ON SHEET It)- -1 t) 1 (�A HV WALL HEADER INSTALLATION -- @ HV WALL HEADER-INSTALLATION HV WALLa HEADER INSTALLATION + KEYSTONE CLASS EXISTING MIN.SCHEDUSCIPARALE O TO SHEET i OR 1 (SEE SCftEOULE Oil SHEET tij 1 1�D,SEPAPMM �♦ i EICL SEF+ARATRIN TO GLASS 1 I T EX�S� y-974D:AG d+9sEf f '`{5EE 5CEDSIff ON MEET it) 1 i p8/aff`'(Cuyy EX�e�i OP74OtWL f i t E r </ . •'f i i r f i s i i 1/a"Gox. j < r< i �.-oPnoNAL -/ Q oa 15 / / E.o.•j I E.O.- / r j` /</ I r i l ' << / /J i N I i i I .'<,r1lZ"< _ r / D.�'' ' / rr 1z` ' ' 13 1 14 Ea Ea �/ / OR n rel/ +:+ •, 1- < / r <' 1 OR14 , . __/ 1/4.0-20x3/4•S.S. ' ,rr LGn. '`"MJ Ea PHILLIPS TRUSS HEAD tJ4'0-20x3/4'S.S.PHII.I.IPS / / !" a CONCRETE ANCHORS MACHINE SCR€Pt5 USIING 1 TRUSS HEED LtiCHINE SCREWS 'Jj OONCF¢-TE ANCHORS 1/4--20 HIM 0 12'O.C. r (sEE SCHEDULE ON W/1/4'-20 NUTS 0 12`O.C. POURED CONCRM---" ('''� (SEE SCHEDULE ON SHEET 13) /+ ^r - M:n. OR CONCRETE MOCK SHEET 13) POURED CCNCRETE._! f r REQUIRED OR CONCRETE BLOCK i :{ ,A;g1tCRE7E ANCt1pRs WALL REQUIREDHV WALL SILL tNSTALLATtON (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) CR CONCRETE BLOCK WALL REQUIRED HV WALL SILL ANSTALLATION Na OR�tBINATIONaP, : INSTALLATION DETAILS Wl t-SEE SHEET 4 FOR TYPICAL SHUTTER +E O.a EDGE DISTANCE ♦ SEE LR AVMS OF USE FOR 10 H V BLADE ASSEMBLY SEE SPECIFICATIONS ON SHEET 13) BLADE&ON SHEET 19 2-MOUMRNG SECTIONS CAN BE COMBINED ift ANY WAY TO SUET ANY INSTALLATION. Ttt' P A- ...... T %� FLORA BUILDING CODE Hon High Velocity Hurricane Zone' ��s1E 02017 TILTECO.INC. 02027 EASTERN METAL SUPPLY,INC. BERTHA HVTIA _ .I_ A S ASystem I�CoINc. ■ ■ N.V.HAe( OgrwiaRpw/Soht wOi TILUT TESTING & ENGINEERING COMPANY American Shutter Systems nV.H OLS"WAON OA6C ORA+tti W. LC. 6755,N,IY.78tR 9.Ste.705,LQf>INNA GARDOG FLORM 11L6 Association, Inc. t OLD 15-08507/21/I7-0A-TF---0772L-7/17: t"''•tR7 4268 Westroads Drive 2 Ptwm:(305)871-t530.Fax:(30571-1531 DRAWING No r�Ntll• ,x1171 a-moa:tnte"O.W.— West Palm Beach, FL 33407 3 17-10 7 Ee-U06719 4 "ryexifrAxMe.r WALTTR A.ttLUf Sr.P.E. P.E. SEAL/SIGNATURE/DATE ��"� i 4ae7 1 8H&OF 20 POURED CONCRETE ANCHORS + 4:L SUTAMON 1 OR �� ;~_ i i utviD nw, 1 CONCRETE (SEE SCHEDULE ON SHEET'13) � ro DUs(5EE � � EXISTING 1 �. tgLnREQ E4CE —I tit FMau p � ten.sim�nv, t�NHLT tq ' ' r `Y'''i' S4kT,D TCR t to CLASS i EXISTING EfADE3lDk a + ,1 B ` 1 t GLASs� ((' // ,t.'irF''f'�Y'fir'`{! ALTERNATE .1 i i i ± i 1+ 1 EXISTING F i�:`////i l" .r i�! 1 ,f///fi'r UOCATtON =i t t ' CLASS (+10X3/4"HEX WASHER HEAD 1 +1 I // { 11 OR i 3 caus I 3/aW TEK SCREWS 6 t2'ac i <i/ / !/rr// E of m 3/a RCA CONCRETE ANCHORS .+�"/ / B t;/;,. r, lrl�/'`/! SUIB IF i t i i 60. 7 , (SEE SCHEDULE ON SHEET 13) �'!./ E '1 / fi �/f f r` ,/fr J f / ` PUCAgLE /r/f , / ,` E1nsTD1cIF ; / / / / ♦,r / . /!;. / `v� / "// / mce OF F-- /f S;1.A55— EDGE OF t 2"•"'t• //J Il` EDGE OF , ,1l ! APP11CABLE s1Adf v- „ /:.�/ t�i/ ,!.'/J i/ STAB IF , //!!'.//r' t= i WL&FA:u'Iat APPETE LICA. i j/'. EOf/ q.%'ri �j - J AFPUCASLE PpUREp PgUREO FLAT HEAD CONCRETE ANCHORS 10 CLASS M.j x1EauE seET PouRED '/'r/r/fi//.r //>' r J/ * manor J ,rte' !",,/ • / Cpt:CREtE (5£E SCHEDULE ON SHEEP 14) 1,FOz rdA�EDA"» 4 REQUIRED FLAT HEAD CONCRETE ANCHORS w stir is rat ---(DOR I� CONCRETE sAasm&Qa I REGURED a.• E.D.* (SEE SCHEDULE 014SHEET la) @ TRENCH INSTALLATION VALID 0LY FOR UP TO+70, -75 PSF AS,O. Q HV FLOOR INSTALLATION t OI HV WALK—OYER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER Q HV CEILING INSTALLATION SCHEDULE 83, SHEET 11 ` EXTUID r_.SWAIWI y, r— —— L CONCRETE=HORS �' t° CLASS , (SEE!iCHEDULE ON �•--�p O -(SI ET 1s) 1/401 NS A1 I +1 ' �— ' + E�I$TING EXISTING--'i EXISTING--i .>auwio+1n Nus ������—^ n acc��"-- FASI ISERS TIIPPERRA TE001MINSY CA MO /W 1 1 CLL i t r f CUSS -t2[ro-[ta4t:Cn 5*cR tt) �l ' tr-c 4P4il+al m 1 3/4•wa.COMBO O S. 1 I I 7(wx OUAxi W t,) i OC.FOR UP TD e'-O•Sint Arm ' 10 i i 4.OO FOR SPAN5 vFQR THAN t 1 ",LIAL APPLY 1/4• 1 � vn AST Tiv°rxr rA\TFAER IffAD ' 1/2. 9 i ' t7.s _ HEX IE-,p*/' / SHEEF,t FOR 3fa— �um OR 1S ' WASHER HEAD , gTSXs/a• HEX HFAD�� _...{3� " -- � t t2•SCREWS c f;�'3/e%j 8 1 i' arR,sulArrt—^^J t % %� ,p'*-a s 4 ss us TEN scmis o 9•D.C. , tj _ 6 �uX3/4•S.D.s. __-_ , , t/4• IL ! /4=-»11Drs OR t/a`6-20 ss.US. ; Co;tCRETE ANCHORS m (t %'-� 'ti:1 3 I 9 9'0.C. `f =- U.. t.): r ;rrf j l •04. W/rttn o s•O.C. (SEE SCHEDULE ON 't/2 / _ .. I SHEET 14) I ^____`_--_yV-�-� �, �FJUSRN6 t.'(CO CORACRtRat. ----'r 51------ i?at 18 t/2- r 11. ;! r 17 18 ` 2pO•rmN, xvu TWu tamaAr x 1:. E.O. Sal.) r` ' ,„ i,/};' // ��' .,• i If/ % /' % EDGE OF' / /� #14X3/4-F.H.$0.5. IA[N. . wpUSLABtF T l� - �'' fi / 0'9"O.C. r •„^POURED CaN"M APPU CONCRETE A+"CHORS E NOTE 13(h) '+ •: REOUtRED ✓ �• f / f"�u E.D` POURED CONCRETE (�SCHEDULE ON ON SHEET i NOTE t3(a) ~ A.." j OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK POURED CONCRETE SHEET I REQUIRED REQUIRED ©KEYSTONE MtIUNTI 40 INSTALLATION CRTlotlllL POURED M+Iv1LU A.S.D.CESMI FfMSSU�:4C4.-72 0*1 �1 D Q HV WALL FLOOR INSTALLATION © yy WALL WALK—OVER INSTALLATION LWCBUU sT41TtTR 5P1x a'-D• (2)HV RAINGUARD INSTALLATION t NMI t THIS INSTALLATION SHALL BE NSE FOR COfJRhLjLON OF SECTIONS: *I-D.a EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT ♦SEE LSM ATtCNS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFiCAitONS Ott SHEET 13} OR ENTRANCE BLADE LA ON MEET 19 INSTALLATIONASSEMBLY DETAILS W/ 10H V BLADE 2-MOUNITNG SECTIONS CAN BE COMBINED r I AnINSTALLATION. 1 I -- 9 IN WAY To sutr ANY tlr R FLORIDA BUILDING CODE High Velocity HurrtcOne Zone \\\ ........ 02017 1` ✓~� 02017 TOJECO.INC. 02017 EASTERN NETAL SUPPLY,INC. BE THA HV m 0..�g �.. A► Q Accordion Shutter System * L E H¢. ■ . . ■ H.V. BLADE#1 W/OR WHO H.V.W1NDW BLADE American Strutter Systems MV.No DESCRIPTION DATE DRX611 BY: La TiLLIT TESTING & ENGINEERING COMPANY .r.� • \ Association, Inc. , ow 16-085 7/27!1 OTE: 07/27/17 6335 UM.Mth.St..Ste.343.14RCIM GARDEN$nORDA 331" � P4268 Westr44ds Drive 2 l �r'G• ,t' Priore:(305)071-1530.FaX:(365)B7t-1331 DRAWING No _ e-EDIT:IXROGPDIII.tbm West Palm Beach, FL 33407 3 CONAL ENG,,t1 ER-CD0a719 4 17-107 +I„�....A/I/Altsrr WALTER A TIUIT dr.P.E. P.E. SEk/SIGNATURE/DATE FLORma US.p 44ta7 $ SHEET 7 OF 20 SEE END WALL CONN6CTIDN DETAILS pN SHEETS 10 dt 18 SEE ttOTES ON LOCK ND RODS ,W LOCKS EET 5. OUT g� IN �- EXISTING GLS INSTALLATIONS, WJ C1 HV **BLADE SLACK CU 13wo OR ALL BLADE Wj HV CENTERMATES CIFUTMATE'S APPLICATION IWH BLADE 03 OR sEE END wAL CQNNECTtpN 1 t0-iQa�-��3�t(�•i(5�«� �EwsrlNc class DETAILS ON SHEETS 10 dE i o•o•��o•o•� �---------------------- ______________________ ' i aaaaaa 2',2"0/8'to'- 3 1/4' 7• G 1/2` 7- (6063-TO ALLOY)ALUM OPPOSING I SYMMETRYCAL ANGLE N//2)1 a'0 TIF[b'1 1/2- Wt©. AHCH�F&r/o CO=1 21 CEN E M TES CENTERMATES _._.....�- MIH.SEPARATION U)B10x1/z s /moivaE 1' %c.FSULi Lrir2r. -.- Y+t/ � — 2 TO cuss W HV LACK ors NY LOCK �) or AT EAa111:GLE.(rYP) ( 5 35 IN 3 * 3 OEDULE Ns�EET 11) OUT « HVC t0•�OA45/'V�J'T©`Q°� HVA H V B @-@-&0-0-@-@M 0-0-10 -Q3 a EX15TDtG GLASSJREI POURED CONCRETE OR 6�}•a7 •@aQ• 7a«(@''1 ___ 10•QQ NLl©J V@-C U ESD BLOCK t•Jal1 ------------ 8m 8eA$ a l 6 7 oR 6 . a �------ r� IsnNc Q Q'� a SYMMETRICAL I� ^�'a• �'�$ mac L * Mw.SEPARATION � 1 8 •�8 6-6-6-6 �Exrsntt i CENTERMATES 6 ©.@-@. $-�}8 • j « TO cuss , .� GLASS 1 * (SEE SCHEDULE !j`J !' Y p INTERRI PTIOR 8a« �@•Qa�•IS ON SHEET 11) f. t WN.SEPARATION TO GLASS C% °n V✓' ---- �• (SEE SCHEDULE IN IOPRONAL - /'` f ON SHEET 11) (INTERIOR) ,!ANCHORS I. O.C. ..._1.. 2 * YAM ci 03 ✓ /I 3� * a rF 90' * OUT B T/2-MAX. r: our HVE HVF** HVD /,.•lA�..,t,,l� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane' ,1 :Q' :�Illlpl 1161p2017 TILTECO,INC. 02017 EASTERN IAEIAL SUPPLY,INC. �icnrsF... =:. BER�i`�A�IVnt A■ ■ ■ ■ Accordion Shutter System TLE INC. H.V.DILE#1 W/OR W/0 KV.WINDOW BLADE � $ j.� • ' American Shutter Systems Ev. DESCRIP/iDR DATE DRAWH BY: LC. 0 T TILUT TESTING & ENGINEERING COMPANY ASsoclatlon. Inc. 1 OLD 15-085 7/27/17 DAM 07/27/17 =. �••.• .•• 'L4 �` 6155 H.N.1G".R SL,Sa LDS.YJirAVA GARDT1iS,flDRM 1116 Phone:(M)II71-15'A.raw:(nos)g71-1531 4268 Westroods Drive z DRAYANG No '�-S�QNAt��' 11111 e-RFs-0006719lsom West Palm Beach, FL 33407 s 17-107 `101 i III//•/es WALTER A.TILUT Jr.P.E. + P.E. SEALX1GNATUREJ0 E FLORIDAU.¢aafs7 S SHEET 6 8 01' 20 ALTERNATE fNSTALLATION WjHV "T" LOCK t HV MALE/FEMALE "T" LOCKS CENTERMATES 9� & LOCKERS 2� W/(D HV BLADE SFE END CONNECTION DETAILS ON $ EETETS 10&18 .. INSTALLATION 1 WV BLADE OUT 1N j��� MAX(DSLACK MAIL KYr,=WA=C"MET 0 Wz HD L. 5 I AS—15 I—FIDATUffi—®OELtL I'10-MD. VVICATED CH TKS SHEET."Y 6E i:D N'fil rME$ALiERKl4 I W , ,,,��(;sr•ca+,��,. SEE END WA L CONNECTION�,o•®m®.0m6.6a DETAILS ON SHEETS 10 18 I @-o 04.0•@a A TD CCttF1'IC (DP-:aU L-_.---_ _ ______.__________-...--___-...-_-___...._�._____' r- 't «7f'olxvs 'ul ro / 110.3/x•sus.o ts' ---- --- a ncK aC.FM Acw. s IN (a)H.Y. IN 30 HV "T' stn tT•) .3.• Pws{tYP.) tuc sn c9u c S 3 LOCK (INSIDE) 1 B ar n I I _-....�._..._.-..... a�r — — 5 1 28 29 1 R 0 0 3 OUT @..@jS3 31 9R 3t�7 31 DRQ 31 oa 2 SEE NOW 6 FOR kn LDCK 14 8"o x 1 1/2" S.GNUT. !'41 35 Q• # w/ 7/a"m x 3/32" wINGNUT. tD�,u7 HOB—HVB OUT HDC—HVC T ioCc•off SHEFr a 0 HV "T" LOCK (OUTSIDE) 2 LMETTICA HD CENTERMA�S SYMMETRICAL HD C RMATES WLJ9fLOCK (EXTERIOR) W/�" LOCK (INTERIOR) '}Sf.RtEs 9sta sww,uv HVG* (2024-T3 MM UF7LE rW=Du, a®a©• Sim MFtsar.PART j om ,A{''�� yy"'�� pA""��y AS V"FAMMD 8Y AVDE1 C-URY 1D'30-S•'L'-c�-9�a TWOM PAR:7PPE4 Y.k W JERSEY ®. .®p1®•of•�.T p 07054 OR COUAI- •�Ha1�•�61�$•�a $•baa®'�aC1 �m� I� 3 () *M.arts as LDC.,9 Fl= r w®Eo« a,V ew 5 V �-Q1 `"•' 1 ##u'-t•tM RotnnO w'"Oram iW-Nv0 a HDD—HVD#� #r#ttrtiriir��� FLOATING STACK ,"'` EP A. '- FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone .. 02017 FAsTERu uErAL SUPPLY, INC. 1�1 '�,\CEArS anon mTEco.INC.�;., vim=., 0.4 ~ A■ ■ ■A■ BERTHA H T1d d WE C O7c. Accordion Shutter System Hv RADE#1 W/OR W/O H.V.WINDOW RADE % ; TILL(T TESTING & ENGINEERING COMPANY American Shutter Systems E+,.R DESCRIPTI011 DATE DRAWN 8n LC~ ., ^ �' Association, Inc. I OLD 15-085 7lz7/1e OATE 07/27/17 ••. V N:•• i1 9359 N.T.35th.St.S-395.W=ACASOENS.RCR'M 331 Phan-:(305}877-1530.Fav:(305)671-IS31 42&8 Westroods Drive x DRAWING No ;•f�N�L EAG\ 1(11 c- ESS 14Csi 8l<om Plest Palm Beach, FL 33407 3 „•rrrrF„FFtF1 17-107 WAETEq T.rU ff Jr.P.E. a F.E. SEAL/SIGNATURE/DATE F40fiDA lkSHE .j F4187 6 9 OF 20 „”-POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR { ! �v %� t� OR CONCRETE f� OR CONCRETE OR CONCRETE �...—/ �, CONCRETE BLOCK'NILLL i BLOCK Wltll REQUIRED :v ♦ BLOCK WALL REOURNED { r BLOCK 1'lFJ.L REQUIRED ! REQUIRED I f ( f i • ,:{ --•EXISTR(G GLASS r' /i EXISTING GLASS / ( EXISTING GLASS CONCRETE ANCHOR' /- EXISTING GLASS .' r ,r!, j%r ♦ '--) !' :'` �' _ /rF 2'MIN.— _ _[ / D 16.O.C. J !/LY SEFRARSJ C f % G' /." i7• 4- j�-'1 TO GLASS(SM f �r/ / T S CHID LE ON xfT ! !! OL+ {EEL ( f RCN.SEPARATIOtl EO EO//• TO GASS(SEE it FOR BtFDEpxt6 ; r! IQ GA,5{SEE SCHEDULE ON SFEET i ,I i ♦• SGffDUi,E al I SOgEDULE IDN SHEET 1/16-x3-MAX. ON SKET 19 FOR .,rt/ „FCFJ B1F9E(I)AND �, �J r 11 FOR BLADE OAND (6063-76)CONT. ' FNADF:p&® / ON J¢tT t9 FOR t/2- NON SHEEP 10 FOR (LOCATE AT ,ON Sim 19 FOR ALUM.CLOSER �1 . FJTHF�R SIDE I gyp.IV PLATE.(LOCATE ,/2- J r gyp& OF ER I AT EITHER SIDE MIN 1/2-JdIN, I OF(D) .G USE 1.OR 2-MAX, ( , (310xt/2"S.M.S. $Tox7/2'-&M.S. I `— , _ AL INUM UP AN'xi/e'xo'-2" ALUMINUM CUP ANGLE ® 76.O.C. '—"-� 0 16•D.C. y--�! (6063-T6 ALLOY)AT M:DHEIOHT r 0 (1) oj (2)1/4.9 TAPCONS ANCHORS TO YIFlJ.AT 1"O.C.(LOCATE AT SEE DETAIL X FOJ 5 DE CONNECTION OR ®� EITHER SIDE OF 4O) 1Q OR t OR SEE DETAIL X FOR TO TRACKS @-(2).O«O ®« �• � SIDE CONNECTION ) 0R �' ?«®« 6 t0 SEE DETAIL X FO 4 « «6 7«8"'V•�a TO TRACKS « «6. T«B t -�o^ tO•y� ;�, A^�_ SIDE CONNECAON «�«©•�°•� t0`�« @ Y3'«�•`LY+-®`®`� TO TRACKS IO•jC�S«�.�«�•�« ,0.4 '�•YJ'®•(�°' 10•®n©•Y'J"�j-®°" ®•70•®«©•7U,@°° END CONNECTION DETAIL�3 END CONNECTION DETAIL END CONNECTION DETAIL(J) END CONNECTION DETAIL 2Q 4,REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• _ POURED CONCRETE OR r r J-EXISTING CLASS ,` CONCRETE BLOCK WALL GLA5STING 5 4 ®� L REQUIRED ffJ ! lay,SEPAR001 8,axi/2'sRL. 5/ e TO GLASS(SEE 1 @ O:G. \1/2' 10N.SEPAPATION F —_---_--•SCrEDL E OTj SI-"7 /� rTO CLASS(SEE -_' __' � G ___ . _.. _ ®OR®OR@OR -_--_--__ -it FOR FlAOE pu:O CONGCNE[E MIN. SGNE7XAE CN SHEET v. _-- ---Z - jOR�OR j�OR tIDN S,EET 19 FOR ANCHOR 0 ."r n FOR FTJJE(K)AND ♦'CONCRETE/ ; BLADES p&Q,9 T2'O.C.. , S p�kON SHEET 19 O ----- - ORI: ANCHOR + /EO %T O.C. J--^- t/Y MRN. I 4 f �� MM. 2'MIN. 2-MIN"fEO I SEEBL4aATI US OF USE 9 �R ti@J�ti@/GR�OR@OR@ S� 5 �' (CDR ®' PLAN DETAIL X POURED CONCRETE oR t oR �' I «O O«O 10•®aj2 � EMD INSTALLATION CONCRETE BLOCK,?IWL t t0•�«O•�©.�« REQUIRED C6?•0-6-a•o'@« (1 HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILQ OB «fid®«@�•�«JFK, •'C NEC 10 N DETAIL(6Q «®•p FLORIDA BUILDlN6 CODE(Nan High Velocity Hurricane Zone LLtLy 1 "� M017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA HVTM 1 L. E C o N�. A.S.S■A■ Accordion Shutter System Liv. RAM#t W/OR W/0 KV.WlMM MAE American ShuHer Systems qCv.N DESCRIPTION DATE DRUM DY. LC. yS% `IYi� TILLIT TESTING & ENGINEERING COMPANY Vim'• /L`/ 'w�1�` 83y$H.W.SBtR SL,Sf 705.MAWC✓Swa FLOR 3SIt AssOc[Otion, Inc. T OLD 15-085 /2T j, BATE 07/27/17 t A Poene:(7as7,-75 0.Fe::(aos}87L-,ss7 4268 Westroods Drive 2 Q1A1,, } No a"1:W-6- West Palm Beach, FL 33407 3 DRAWING 17-1074 7YQL JFJN WALTER A TLUT Jr.P.E ` SHEET -"��ifi/If/A..• FLORIDA Lil-B N167 S P.E. SEAL IGNATURE/DATE 6 10 OF 20 SCHEDULE #T SCHEpULE #2 SCHEDULE 43 MAXIMUM SHUTTER SPAN 'L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*'L+' (k). FOR INSTALLATIONS®/ OR "L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS WEALIanON LEGEND -- CENTERMATES_ 24 or or INSTALLATIONS 1V/ W FNTERht CONCRETE & WOOD ("I'S 1) L+: MAXIMUM ALLOY/ASLE SPAN FOR A GIVEN VI/ ONE H,V. LOCK or or or & W/ ONE HV LOCKS MANSQRY PO A.S.D.DESIGN PRESSURE RIVEN Hp LOCK W/ NO LOCKING ROpS or ONE HV LOCK or or L-:MAX.MAxALLOWABLE SPAN FOR A GIVEN NEGATIVE CENT(9 28�y 29 W/ONE VJ/ NO LOCKING RADS @ OR W/ NO LOCKING WALL A, 0. C. D, E. M. N, 0, P. 0, A.S.D. DESIGN PRESSURE RATING. L! ODS MOUNTING F. K & L R, S, &V. "i" LOCK 30 W/TWO LOQNG (SEE NOTES t.tt) MUD FOR MOUNTING s (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR Q RODS 35�IT�OS7P& BOTTOM{(jSEE /� SHEET 7) FLOOR/CEIUNG G, H. I, It• J T. U. Y/ & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CFJUNC: M-10GON CKW%�� INSTALLATIONS V CONCRETE&WOOD ��E MOUNTING �M �, Asn uuY� I ISTAI I.ATI0. "0..nOES t INSTALLATIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, A.S.O.SURE vRtsslrc WALL.MOUt1TRNG FLWR TING Pn.ua xr4l IAOuetlriG cgFOM DETERMINE GA IVE A.S.D.SRAM -L+'FROM SCHEDULE. rutet0 MOUNTING RxsetO & t+AraO FtaCR/tE4.tYG u601t1atG GIVEN A NEGATIVE DESIGN PRESSURE RATING" (P..r.) (P+A noOR/CDuttG MWWNG b.a7J OR DEFBWJNE MM(MUM SPAN%-"FROM SCHEDULE. C.ut-) (•oR-J moat tuLL UOUNT41G 1+ 04 1-04 1.} N L-(6) t+ (0) L-0) L+ (IB t-fit) � MAXIMUM SHUTTER SPS{'L+'OR 1-"FOR 30 OR LE 16'-O' 16'-0' 16'-0• 16'-0' 30 16'-0• IS'-0' INSTALLATIONS INTO 5'/OOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOV/ABLE SPAN IS EQUAL TO THE 35 t4'-10' 15'-2' 16'-O' 35 14'-10" 14•-10' 35 15'-2' 16'-10' 145 RSI.A.S.D.DESIGN PRESSURE RATING. M IM DETERNUNED SPAN SETSYEEN"L+AND'L- 4Q 13-14 13'-SO' 14'-2' t5'-2' 40 13'-10' 13'-t0' 40 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13`-1" 13'-1" 13'-4' 14•-3- 45 IS-1' 13'-1' 45 13'-4' M14'-3* 't' HV CORNER CENTERMATE g3 MAY BE USED AT ALL vj/FLC R/S IN BETV,'EEN WALL MOUNTINGS 50 12'-5' 12'-5- 12'-8" 1S-7• 50 12'-5' 12'-5' 50 12'-3" MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONSV!/FlAOR/Cf3UNG MOU}fiNGS: 55 11'-10- 11'-10' 12'-1- 12'-1155 11'-10- I1'-10' 55 11-1SHALL BE AS INDICATED ON MANDATORY CONDITION 92 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 1'-4" 11'-4- 11'-7- 12'-4" 60 it'-4' 11•-4' 60 14'-2' NATES,SHEEP 5. RATING; 65 10'-10• I0'-10• 11-111-1165 t0'-iO" IO'-10• 65 9'-S' DETERMINE: LETS MAX.SPM{FOR WAIL MOUNTING 1NSTALtAT10NS. 70 /0'-6' 10'-6- 10'-g" 11'-5' 70 10'-6' 10'-6• 70 8'-9' L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-I10•-1" 10'-4" 11'-1" 75 10'-i- 10'-1' 75 - tt DXEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10- 9'-t0' 10'-0• t0'-9' $O W-10" 9'-10" SPAII'L+'OR 1-'AND MAXIAW AS.D,DESWG FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6• 9'-6' 9'-9' lo•-5' $5 9'-6" 9'-6- PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3- 4'-3' 9'-S' t0'-i- 90 9'-3' 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS' DETERMINE: -9'-0- 8'-9' 9'-2' 9'-10- 95 9'-0" B'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING LiMAX. SPAN FOR WALL MOUNITNG INSTALLATIONS. 95 950-g• B'-4' 9'-0' 9'-7' IOD $-9' LIMITED TO +64.-72 o.s.f.AND 8'-0'SPAN, SEE L2-= MAX.SPAN FOR FLOOR/CEILING MOUNTING too MOUNTING M&ON SHEET 7. wsTALLATTONS. 105 W-7' 7'-11' 8'-g' 9'-4- 1D5 8'-7" 110 8'-4' 7--7' 8'-7' 9'-2' 110 $'-4' 7'-7FINAL MAIIIMU}A ALLOWABLE SPAN IS EQUAL TO THE 115 B'-2 7'-3" 8'-4- 8'-11• 115 8'-2- 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETIVEEN"Lt+.14+'.'1.t=A14D'L2-' 120 8'-0' W-11' 8'-2' 8'-9' 120 W-O- 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10` G'-8• W-O' W-5' 125 7'-10' W-81 ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 130 7--8' 6'-5' 7'-f0' B'-1• 130 7'-8' 8'-5• WIND ZONE PRESSURE RATING TO DETERMINE KWIMUM ANCHOR 135 7'-7- W-2- 7'-9' 7'-9' 135 7'-7" 6'-z" MINIMUM SPACING. 140 7'-5- 5--11• 7'-7• r-6• 140 7'-5' V-11' ASTM E-1996 SEPARATION 145 7'-3' S'-9' Y-5' 7'-3' 145 7-3' 5'-9' TO GLASS 150 7'-2- V-7' 7'-4' 7'-0• t50 7'-2' S'-7' 155 7'-0' W-5' 7'-2' 6'-9` 155 7'-0' S'-5' 1 THRU 3 1 ee 160 6'-H' S'-2' T-I 6'-T 160 W-2" 165 6'-10" W-1' T-D' 6'-4' 165 W-10" 170 6'-9' 4'-11' 6'-11' 6'-2' 170 6'-9• 175 -7" -9' 6'-9' 6'-0' 175 6•-7' W Ce4'-B- HV BLADE 180 6'-s• 4'- ' 6'-e" S'-t4' 1$0 6'-6' 4'-8' 185 V_5' a-6' 6"-7' 5--8' 185 W-5' 4!- 190 6'-4- 4'-5- V-6' S'-6' ISO W-4• V-S" 195 6'-3' 4'-5' 6'-5' S'-5- 195 W-3• 4'-3" 200 4" S'-3' 200 6'-2' 4'-2- 205 s'-r :4L 6-3' S'-r 205 6'-1• +41 ., FLORIDA BUILDING CODE(Ron Nigh Velocity Hurricane Zone' ,+� \.� •. -!"1 02017 T6.1LY:0,DNC. CD2017 EASTERN METAL SUPPLY,INC. BERTH VH TM A A Accordion.Shutter System * T R H.V. BLADE#1 W/OR W/0 H.V.NWNDOW BLADE •a'; '� 21 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems MY.No GESGIRP00N GATE DRAWN ITC:MLOW. t.0. J, Q Association Inc. 1 OLD 15-085 /27(1 DAM- 07/27/17 'Fa '• 44V��� 6M ILN.s6u.s1..�.345.WRCUM OKUUOI.FLAVA 331 4268 Westroods Drive 2 L Pitons:(305)871-1530.F.t(305)871-1531 DRAWING No a- .." West Polm Beach,il:Wl"00colFL 33407 3 SS�OEB cGo571R 4 17-107 ER A ,++ WALTTILLiT Jr.P.E +'' FLOPoOA Ua If 44167 5 SHEET P.E. SEAL/STGTIMRE/DATE 1 6 11OF 20 -ilia lZI pill I ZRIVRwixt]11A Al JI.I ll" !: !. :al •: !. :al '�.�''� • 'a .•. .• . .0 I . . , . S: •. ^a. .• .. :.• : .. .. 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SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REOUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &S.D_DESIGN NFPrM PRESSCr?-WING AND A CORRESPONDING M01WNG TYPE FOR CONCRETE OR CONCRETE BLOCK IWAILAWKS (SEE MOUNTINGS E 0.&H ON SHEETS 6&.7) 1.ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: POURED CONORE E/1XkI5N:TE OLOCX POURM CONTE (A) TO EXISTING POURED CONCRETE:(Min,Co:-3 imp 17tJOMilY E{}WALL SILL MOUNTING 1�CEtUNG MQUNTING Q FLOOR MOUNTING - 1/4'0 TAPCON OR TAPOON WITH ADVANCED TMREADfORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDEX.(Min,re=3 tai) ANCHORS SPACING LEGEND -J/4'O It 3/4'All POINTS SOUR-SET ANCHORS.AS DZIRISMO BY ALL POINTS SCREW,80LT&SPECIALTY COMPANY. (Wtn. YO m 3 Tai) SPAN(R) OVIO taL11'N FAMA .OE9GY NCG4RlE F50551RE RA@•C .tt9Gp 7EGA15E FRES51. FAR.9 F>} - 1/4"o BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Nin.1'e 2 k0i) 30 40 60 175190 120 160 205 30 40 60 75190 120 160 205 30 40 60 75 90 12011601205 TAPCON OR - t/4'P TAPPER; ANCF{ORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POUTS SCREW,BOLT&SPECIALW TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC, to t2 t0 9 6 6 5.5 14 12 10 9 a a 6 6 14 12 to 9 0 a a e THREADFORM TECFDNOLOGY (Wm 1'e m 3 k4i) S-0' 14 12 1O OTO a e 6 14 12 10 9 a 8 a e 14 12 10 9 a a a 6 ALL P�,�-UD-�T OR LESS 14 12 10 9 8 a 6 5 14 12 10 9 8 0 6 6 14 12 10 9 8 8 6 5 BLUE TAP III/CAP NOTESt 14 12 10 9 a 0 6 7 t4 12 t0 9 8 6 6 6 /4 12 70 9 B 8 O 6 TAPPER+ AT}L:.NINM EMBEDMENT INTO POURED CONCRETE OF TAPCON CYi TAPCON VtiDH ADVANCED 7HREAOfDRM TECHNOLOGY ANCHORS AND TYPPERt 14 i2 t0 9 8 7 5S 3.5 14 12 10 9 s 8 6 6 t4 12 10 9 8 0 6 5 ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 lj2'. 4,-0' 14 12 10 9 a 6 6 6 14 12 10 9 8 8 6 6 14 Q 10 9 s a 6 5.3 14 t2 t0 9-18 8 6 4 34 12 10 9 a 8 6 45 14 12 t0 9 a a 4 35 A2)MINIMUM EMBEDMENT OF 1/40 x 3/4`ALL POMM SOUD-SET ANCHORS SHALL BE 7Ja'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 IT--r 6 4.4 14 12 10 9 a 8 e 53 14 12 10 9 8 0 8 4.5 INTO STUCCO SHALT.BE PERMITTED, 1/4"0-20 SS.MACHINE SCREW USED SHALL BE 1 I/2"LONG MINIMUM SHOULD STUCCO 14 12 10 9 75 SS 35 - t4 12 10 9 8 8 6 5 t4 12 10 9 a 7 S. 4 4 SEE�Al#7+Q VSC PoR DIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 0 8 6 6 14 12 10 9 0 0 a 5.5 14 12110 9 a 8 6 45 MADE ON�T t9 6'-0` 14 12 10 9 a 7 s - 14 i2 10 9 8 65 5 35 14 12 10 8 65 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST COL'{CRETE PANELS.PAVERS OR ANY VEN ER BE FCUND ON THE EMSTNG WALL.OR FLOOR, 14 12 40 9 8 1.3 45 - 14 12 SO 9 8 8 fi i.5 t4 t2 10 9 B 0 4.5 75 ANCHORS Sl{ALL BE 1.aNC ENOUGH TO REACH Tr ILV17 STRUGNRE BEHIND SAID WALL FltosfiES.ANCHORAGE SHALL BE AS INDICATO ON to 12 95 7S as 45 - - 74 12 10 s 8 75 SS 4 to 12 l0 9 a 6 as 3.s NOTES At)&A2)ABOVE.FOR RMEALIATIONS 014'AM Sf02NG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6,-0. t4 12 10 9 0 6 6 - 14 12 10 9 6 a 6 5 14 12 1D 9 8 05 51&51 INSTALLATION INTO QF$WIN METAL 5TilOS SEE SHEET'20. 14 12 10 9 74 5.5 3 - 14 12 10 85 7 55 4 3 14 12 B s.5 55 4 3 - (8) TO E705TIHC CONCRETE BLOCK:(ASTM C-90) 14 12 t0 9 8 5 - - It 12 f0 9 8 85 S .7$ 14 T2 t0 85 a S 4 1- -iJ4'0 TAPCON Oft TAPCON WITFH ADVANCED THREAtlFORM 7Ei3HNC4ACf ANCHORS,a5 MA1tUFACTUi1E0 6Y LT.W.BUIDEX. 14 12 8 6-515Z 1 - - 14 12 To 9 6 BS 45 15 14 12 1D 8 7 S 4 3 - 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POWs SCREW,BOLT&SPECIALTY COMPANY. 7,-0' t4 12 10 B 0 8 - - 14 12 f0 9 a . 5 a ti 0 1 9 75 5.5 4 3 .-1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MJYU€ACTURED BY FLORIDA FASTENERS DIRECT INC. it 12 10 a 65 4 - - 14 12 9 TS 8 #5 3.5 - L4 0.5 7 S.5 4S 3S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASME S.INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECW.TY 14 f2 10 8.5 7 4 - - 14 12 10 9 7S S.6 4 - 14 12 9 7 75 4.5 - - C014PANY OR ANY OTHER APPROVED UCE LASED Cit AUTHORIZED VENDOR REGISTERED WITH THE AMOUCAN SHUTTER SYSTEMS ASSOCIATION,INC. t4 it 7 55 4.5 - - 14 12 10 9 75 55 4 - 14 12 9 7 6 45 3 - 8'^0' /4 12 10 9 8 6.S - - 14 12 10 9 8 6 4 - 14 12 10 8 85 5 35 - NOTES: 14 12 85 7 55 3 - - 14 12 8 65 55 4 1 - 25 A5 6 S 4 3 - - B.T)MNNPI.Uil EMBEDMENT D{TO CONCRETE BLOCK OF TAPOOM BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS LS 1 1 J4'AND TAPCON T4-t2 95 75 6 - i4 12 95 8 OS S - 14 12 8 6 6.S 4 - - WITH AINANCED THRFADFORM TECHNOLOGY ANCHORS IS 1. 13 05 Fs 5 1.5 - - - 14 12 10 8 8,5 5 - - 14 12 0 GZ 5- 4 - - 8,-O. i4 !2 10 9 e - - - 14 12 t0 9 75 45 - - 14 12 a5 7 55 4 - - 8.2}MNN97UM tD.i8ED1MEM tff!j4'0 x 3j4'ALL POINTS SOLlD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 6 4 - 14 11 7 55 S &S - - 17 8 55 45 3.5 - - - EUBLDMENT INTO STUCCO SHALL BE PERMITTED, 1/4'0-20 S.S.MACHINE SCREW USED SHALL.BE 1 1/2"LONG MINIMUM SHOULD STUCCO ti l2 8 0.S 4.5 - - 14 12 85 7 55 4 - 14 IIS 7 55 0 45 - - EXIST.AND L'MINIMUM FOR WALLS WITH NO STUCCO. 75&5 5.5 4 - - - - T4 12 9 7 6 L3 - - 14 11 7 55 45 3.5 10*-0" 14 12 to D 7-5 - - - 14 12 10 a BS S - t4 12 8 6 5 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DaONG WALL OR FLOOR, 14 10.5 7 S 35 - - - 13 95 65 5 14J3 - - t0 75 5 4 3 - - ANCHORS SPALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DOW SAID VALL FINISHES.ANCHORAGE SNAIL BE AS INDICATED ON 14 11 75 5,5 - - - - 14 115 9 6 S 4 - - 25 9.6 6 5 4 4 - - NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER t05 8 S - - 14 12 6 &5 55 4 - - 13 t0 65 5 4 3 - - FOR INSTALLATION INTO EM WITH METAL STUDS SEE SHEET 20. 11'-0" 14 12 10 - - - - 14 12 9 7 6 4.5 - - 14 OS 7 55 45 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 125 9.5 5 12 9 6 45 4 3 - 9 T 45 3.5 3 - - !4 t0 7 - - - - - it 05 7 SS 45 - - - 115 a5 55 45 75 - - - (D SEE SCHEDULE BELOW FOR EDCE DISTANCE(ED.I VERSUS SPAONC RELp110NSF1W FOR ANCHORS. 9.5 7 4.5 - - - - 14 11.5 7.5 6 5 - - - 12 9 6 45 4 - 12'-0' 14 12 10 - - - - 14 12 8 6S 55 - - - 13 10 BS 5 4 - - - EDGE DISTANCE VERS$.SPACING SCHEDULE EOR ANCHORS- 115 65 4.5 - - - - 11 8 5.5 4 3S - - - 8 6 4 3 - - - LwowuU ANCHOR SPACINGS ARE VALID FOR EDGE 05TANKES INDICATED BELOW.FOR E.M LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 135 95 a - - - - 13 95 6.5 5 4 - - - 105 8 5 4 - - - - BY MULTIFIMN'a SPACING SHOWN ON SCHEDULE BY THE FOLLOVANG FACTORS. 9 OS - - 14 05 7 59 45 - - 1t 85 99 a5 35 ^ - - REDUCED SPACING OBTAINED USINI FACTOR SHALL.NOT ASE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 f2 - - - - 14 715 7.5 6 5 = _ - 12 9 6 45 4 = _ - FACTOR 05 8 - - - - 10 75 5 4 3 - 75 5S 4 3 ACTUAL TAPCON WITH ADVANCED TAPPER + [84 - - - - - 12 9 s as 4 - - - s5 7 s a - - - - EDGE TAPCON ALL POINT'SOUD SET BWE TAP YV/CAP- - 139S65 5 - - - IDS 75 5 a - - - 1 V BLADEOR DICTANCE THRE'ADFORM TECFGYOLOCY MIN.SPACING 14•-0" 12 - - - - - 14 05 7 53 - - _ _ 11 8.5 55 t3 - - - E.D. L0N•SPACDNC»3' MIN.SPACING m 3' M07.SPACNNC-3 1/2' MM.SPACIIG m S` 3 3J4'75 - - - - - 9 7 45 35 - 7 5 35 3 V DEW POURED DOU REIC& fOUPFD Ca EWE o37oaTE BODS PaiARED CONCRETE& PDuaEO coNCRETe&Pam OXCRM aeamE Btal CONS 3a� �En.31/r 1RL ED,•21AY CONCRETEtai ED•3 1/2'LDL ED•2I1Y tt 8 55 <5 - - 9 6.5 s5 - - - - - 11N.Ea•3TLV.F11..31 MIL Eb.•3'12 9 a - - - - 9.5 7 453' 1.0 O.aO 1.0 0.78 1.0 0.84 /A 15'-0' - - - - - 35 10 65 - - - - - os a 5 - - - - BLADE WORKING z T/2' - o.Bt T.o0.67 1.0 &5 65 4 - - - - &5 s 3 - - - �N UNISON ♦ _ -- - 105 a 5 - - a5 5 a - - - - - 2" 0.71 Ds1 - ME - - ifs IDS 55 - - - 9 65 iS - - - 1 3/4' - 0,91 - - 0.43 161-0' 14 - - •- - •- 125 9S G - - -• - - 10 75 $ D.35 0 - - - - - 0 8 4 - - _ _ _ 6 45 3 5 - - - a 6 4 - - FLORIDA BUILDING CODE(Non-High Velocity Hurricane Zone L 1{t \1, 02017 TILTECO,6%-- 02017 EASTERN METAL SUPPLY,INC. '..10Eiy 4'A� BERTHA H TM A �► A Accordion Shutter System i L G G o i N c. ■ ■ ■ ■ FIV.BLADE gi W/OR W/0 H.V.%MNDOW BLADE TILLR TESTING & ENGINEERING COMPANY American Shtjtter Systems arv.ff. OEstRmnml - DAYE DRAWN BY: LC. ?�; TgjFQF r ' a3s5 N.W 36u s1,s1e.say,tuw4.6AanOs Fta4w 3116 Association, Inc. 1 OLD 15-085 7/27/l7 DATE: 07/27/17 i� 4260 Wastrocds Drive 2 DRAWING No% t Phom:(305)871-1530.Fox:(305)871-1531 � . '••.. D 1� 0-1:01.00-L".19Lm Vlest Palm Beach, FL 33407 3 17-107 • ••••• 'G\�1111 WALTER A Twr N tS 1 FLORIDA Ue.a 44167 5 SHEET P.E.�SEA4� RDATE 6 13 OF 20 o0 axe UJ— C-D 00 9 of C)OCL m LLI ■ o FPq l- .1 (D 9 HIB m 0 09 w W M Rfa5CL in 2, .fA 4 < K CL ,0 LLsRtz I C pt j zc!..d!!j m ov?.m C. 0 .01 11, 666666 id ......... ..4.4...... 0 i .+ Z .............................. ..... ....... ............. 4.0.............I..I.o...10.1...I.... 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G=0,43 {Y MIN. G=0.36 UAYa smo OQ WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, 14, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N. 0& R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W& X W& X W & X P & 0 S&v S&v S&v Q34 NU.'.S I@3LE B^.0(`y) a3U1 NDCd 11LSFiELDG{F.'} rLSN i[90a 1TLT>DL SAx f,� � alsa�aDTzssE Mlu(a)Ls6:Etc1 RTAra WSItf FAx{� ➢0x11 NCa'+F:1�15 E:LY.(,�3Il 1133N 1Cu«E 1TL',I�Fk'd2 f¢1 Osa lEik,5l�sa ecw�al tT0140^311p71_11L^i.FEbarG i�Ls11EYR RTA:£,I9iS +O'1C 1�"lI 30 40 62 75 SO 05 30 40 60 75 90 05 30 40 60 75 90 O5 30 40 60 75 90 OS 30 40�60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 GO 75 90 W 30 40 60 75 90 05 30 40 60 75 90 05 -O'OR I..Eg 12 10 10 9 0 8 6 6 616 6 6 12 10 10 9 18 6 6 6 616 6 6 12 10 10 9 8 6 6 6 6 8 6 6 6 5 4 4 4 3 12 12 12 12112 12 12 12112 12 12 12 12 12 12 12 12 12 4'-p' 12 10 10 9 6 8 8 6 6 6 6 6 12 10 10 9 8 6 6 6 6 6 6 6 12 10 10 9 8 8 6 0 6 6 6 G fi 5 4 4 4 3 12 12 12 12 12 12 12 12112 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 6 6 6 6 6 6 5 12 10 10 9 8 7 6 5 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.; g'-o' 12 10 10 9 8 65 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 8 6 6 5 4,5 6 5 4 4 .5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 65 4 6 6 6 ,S .5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 102 12 12 12 0.5 05 7.5 g'-0' 12 10 10 75 45 3 6 6 6 5 4 3.5 12 10 to 8 5 - 6 6 5 5 35 3 12 10 f0 4 - 6 6 S .5 5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 ?.5 6.5 9•-0" t2 10 10 5 35 - 6 6 5.5 5 35 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 45 4 3 3 6 5 3.5- - - 12 t2 12 12 12 0. 12 12 12 1. 95 8.5 12 12 to 8 8.0 5.5 10'-0' 12 10 7.5 4 - - 6 6 5 4 3 12 10 6 3 - - 6 6 4 .5 3 - 12 10 ] ^ - B 6 d .5 3 ^ 6 S - - 12 12 12 12 1.5 9.5 t2 12 12 10. 8.5 7.5 12 12 9 7 6 5 It.-a' 12 10 5.5 - - B 6 45^ - - 12 10 4-5- - - 6 5.5 35- - - 12 10 - - - 6 .5 4 - - - 6 5 - - 12 12 12 12 10 8.5 12 12 12 95 8 7 12 12 8 6.5 55 4,5 12'-0- 12 10 4.5 - 6 6 4 - - 12 10 3.5- - - 6 5 3.5- - 12 111 - - 6 5 3.5- - - 6 5 - - 112 12 12 1.5 9.5 8 12 12 j1e5 7 13 12 1.57.5 6 5 4 13'-0� 12 f0 - 6 6 - 12 10 - - 6 4.5 - - 12 7.5 - - 6 4.5 - - - 6 4.5 - 12 t2 t2 18. 8.5 7,5 12 12 65`a5 12 0.5 7 5.5 4.5 4 14'-0' 12 10 - 6 5.5 - 12 7 - 5.5 4.5 - 12 7 - 5.5 4.5 - - 6 3 12121212 12 5 6 4.5 12 9.5 6.5 5 4 3IS'-0• 12 - - - 6 - - - 12 - - - - 5 - - - - t2 - - - 5 - - - - 6 - - 12 t2 11 9 75 5 12 12 8 4 12 9 6 5 4 16'-0' 12 - - - 6 - - - - - 12 - - - 5 - - IL - - G - - 12 12 10. B5 G.5 4 12 12 5 5 3 f 1. ,5 5.5 4.S 3.5 - NV BLADE OR HV BLADE W/ d�1A HV WINDOW BLADE WORKING IN UNISON' v •5EC 1e/ n01M9 CF IkLC FOR GAS 8dN StQET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO HALL.FLOOR OR SOW WOOD SOFFIT SHALL BE AS FOLLOWS, 3.SUBSTRATE 6HAL1.Gown OF THE rOLLomo. -SOUTHERN PVKT 14.2 W/G-0.55(ND.S) -1/4'0 TAPCON ANCHORS,AS LSNNUFACTURED 6Y LT.41.6UILEEX W/U24MLFU EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-040 EACH SECTION ON SHEM 16&17, -SPRUCE PUIZ RR NORM W/0-0,43(NO.S.) EXCEPROtL SEE NOTE 2 MOH. -SPRUCE FINE RR SOUTH W/6-026(WOS) -U".1/2"COX FLYWOCD(1988 APA) 2.ANCHORS TO HOLLO'N CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF (AC SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWLNO ALL OF THE RECOL-AD 0A ONS ANT)SPECIFICATIONS OF THE ANCHORS UANUFACTUREFL FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone is- . ...........• / «� 02017 TILTECO.ULC. 02017 EASTERN LIETAL SUPPLY. INC. : ucft�s�:.,..4.�,=` BERTHA HVTM A■S■S■A■ Itv.AECOr��OaRnvi Shutter System yEm American 5hufiter Systems EY.N DESCRWMN DATE DRAAN W. L,C. �, �¢1�• . TILUT TESTING & ENGINEERING COMPANY Association, Inc. t OLD IS-085 07/27/17 DATE 07/27/17 T 6355 W.,050,Si-Ste,30A V-=rA GARIMM FLOADA 311 Y� Ph-:(305R71-1530.rc::(305)971-1531 4268 1Vestroads Drive 2 DRAWING No -nIw,, `41LV a-meO:GIMcoQ..Lcp West Palm Beach. FL 33407 3 17-1017 1»�S�1F,1`1 YIAL.TER A.TW jr.P.C. 4 P.E. SE�/"3tSid 164E/DATE FLORIDA Lk.}44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR a) HV & ti HV* BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ 0 L— 0 INSTALLATIONS TO WOOD�'WITH V BLADE 1 Y SHALL {`"`L FINISHBE LIMITED TO 105.0 psf. &S.D. DESIGN PRESSURE RATING, SEE SHEEJ 19 FORSPAN & +/+¢TAPCON OR ASD DESIGN PRESSURE RATING FOR INSTALL 10 T LADE & (LA) WORKING UNISON TAPCON WITH ADVANCED THREADfOR31 TECHNOLOGY I t/4'0 TAPCOH OR Y7/1 iJr Min.PENETRATION ./ I 9 TAPGON WITH AOVA,'.'CED THREADFORM TECHNOLOGY --T-•-•— t 0 THREADED AREA TO ( t W/ 1 1/2'tan.PENETRATION OF THREADED AREA TO EXISTING E'%1s=7100D HEADER. j �� ' %TODD HEADER(SEE SCHEDULE 014 SHEET 15) TO GLASS(SEE I J I \ (SEE SCHE047.E ON SHEEP 15) • , 1/4'0-20.3/4'S.S.NACHWE SOiD"ON SHEET f ` ' t f , I 1 18 SCREWS W/1/4•-20 NUTS 11 FOR EASE(DANO ' Ca 1"Min. 0+ 12.O.C. ( ON BEET 19 FOR EXISTING 1 Q u $ CLASS--4 ti C. WALL I I, •'� /J %, j'''� N fJ1 1 OR 1 ry #L—OPTIONAL EXISTING MIN. ISH r.4'WOOD l�t� Ex15Tt:3G Ulu. I i ---Q OR REQUIRED OR I 2'x4•WOOD ` _ iHREAOFORM TECHNOLOGY AT 1 1VA 1 ¢ HEADER REOUSREp I 1 { I 1 '0 TAPCON OR TAPCON MATH ADVANCED EXLSTIltG 1 tLY SIPARATION I( I 1 1 1 1` 1` :�'•� Min.PENETR4TlON OF THREADED AREA TO G� TO®fQ{SEE MIN,SEPARATIGN TO GLASS I I ty 111 ' •. EXIST114G'WOOD,HEAGER 1t F dtDE mAAV ^Dlfi'T' (Ssootte ON EE SCHEDULE ON SHEET 11) _ { ' L j,l (SEE SCHEDULE ON SHEET 1s) ON SS.ET 19 ITSi GL `A'S"`"^1 1 t( tt 1 t�� ,l 1 2'x4'CONT.SILL ELAR�0& I I I PLATE REO D. &HV WALL HEADER INSTAL TION @O HV WALL SIU, INSTALLATION HV WALL HEADER INSTALLATION ' 1 EXISTING 1 MIN.SEPARATION TO GLASS 1 L MPT. HEDULEEPAiRATIN TO GLASS 1 (kASS--1 NG (SEE SCHEDULE ON SHEET 11) 1 (SEE SdEDULE ON SHEET 11) . MI&SEPARATION TO GLASS (SEE SCHEDULE ON SHEET it) a REO'0. 5 •.~•-`-,11/4"0-E SC/REVlS W 1 US114C 1/4--2053 I 13 I 1/4'-20 NUTS O 12' d 1 r O.C. WALL..sem.�. FINISH I I I �� O.C. OR18 i �oR18 13 OR i •7' 2ro4oD CONT. PLA 1 o. %t III I�L�'REO"0. Min. ! \ cy Min14t4 0 TAPCON OR TAPCON WITH ADVANCED OR � t n1iII + TNREAdFORLt TECHl30lOEA W/i ATO2'xa'COMMiPENETRATION OF THREADED AREA TOiTAPCONORTAPCDNWIC ADVANCED t �l )} TAP4 CON WI1H ADVANCfO 1�-SEE SHEET 4 FOR TYL'ICAL REO'D. �t WALL FINISH 4{ t. THREAOFiSRld IECHNffLOGY W t//2' 1 ` (SEE SCHEDULE ON SHEET 15 1 :xi Min.PENETRATION OF THREAD'cD AfIEA INTO PLYWOOD v \1t� j �, ' ,( 1 4 A I _% (SEE SCHEDULE aV SHEET 15) STUDS OM78'OC•UA% PLYWOOD0 TOPCON OR RE00. WJ %iFOFa til,PENHETNROATi OF 2-MOGY OULTWC SEoNS 1/2'LIN.COX PLYWOOD REd'a WAIL FIDS --������THREADED AREA IWG PLYWOOD COMBINED IN ANY WAY TO ' REdro.PLYU'OOD 70 BE (SEE SCHEDULE 0.4 SHEET 15) SUIT ANY INSTALLATION. R�HV WALL SILL INSTALLATION NG LIN.2x4'STUDS 0 16'G.C.144X.RVY0. A TACKED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WRfi SECTION 2306 OF THE F,M.0 SECTION 234$OF THE HV WALL SILL-INSTALLATION SEE Mv�1AT1oNs OF U dF P HV WALL SILL INSTALLATION F.B.C. BLADE , o"S+EET,s FLORIDA BUILD! CODE Nan High Velocity Hurricane Zane 02017 TIMC0,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA E TBI %111' P O H Accordion Shutter SystemA.S.S.A. MADE#1 w/DR w/o {v WINDOW&AE� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems •H 9ESCPJPnoR OATS DRAM"6Y; L.C. Z}•' Association, Inc. I OLD 15-085 7/27/17 DATE 07/27/17 6355 N.M.36111 SL.Ste_305,WWWA CWIMHS,FIMM 3316 ti Phare:{3OS)B7t-1530.Fox:(3$5)071-1531 4268 Westroods Drive 2 =fin"'; 0411JPt•.:�4TA1111► a-maag4Te�a0a60aQLaam West POIm Beach, FL 33407 3 DRAWING No V '••• � t WALTER A TILUT Jr.P.E. a 17-107 P.E j 4141DATE FLORIDA Li.P 44167 5 SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR nl HV &M HV+ BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD Wl Hi HV BEWDE M ONLY SHALL BE LIMITED TO 105,0 psf. A.S-D. DESIGN PRESSURE RATING, SEE SHE T 19 FOR MAX WALL FraSH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE Cl)& 6A) WORKING IN UNISON 1/4*TAPCON OR f ED 2'UX —i 71 -4 4.8'(M; )"Isn"I0 r_EQ_T_ I .7 TAPCON PATH ADVANCED Vw=o eEA""A REOUFRED. �MGE(IF APPLICA" RU TECHNOLOGY PENETRAVON STRUCTURAL ADEQUACY tt I/4`LIPS0;3USS B.S. OF EASTING WOOD SCAM E PHIL OF HEADER HEAD TO BE CERTIFIED Ell VOSTING WOOD I I. EXISTU.'a VC00 H ER, MACHINE SOS EMIS REGISTERED ENGINEER OR (SEE SMEDUME ON gim 15) vl/le4*-2o NUTS ARCHITECT PRIOR TO TRUSSES OR ro 0 1 2 D.C. SHUTTER INGSTALWON. __71 RAFTER 0 24* O.C.REQUIRED Ed ED A— V4&,IMON OR ✓ t_M N I lE)IGR� 5 A; T G SOFFIT (f r3/4-MOX,THX. ,�7EXISTI D H ADVANCED p', 257 THREADFOFUA TECHNOLOGY w/1 1/2'Win.PENETRATION EA TO COIN.ALUM.TUBE OF THREADED AR lEO (6053-T6 ALLOY)W1 EXISTING WOOD HEAVERL P 0 Fol @ 0/1610 LAG SCREWS.TO \:-PTJONAL (Sa SCHEDULE ON SHEET 15) D1 or I or H RAFTER OR TRUSS. or @ or @ L017MOTH Or DaSTUIG WOOD LOCATE LAG SCREW$AT or I EXISMG MIN 2-.4- MEMBER. [2'Lln.NOMINAL sr,I (D OpEaN H AT EACH WIDTH)W/2'Uln. 0-1 HEADER REO'D NU 11 11 - CLA*S I I.SEPARATION TO GLASS EXISTING ACCEPT PENETRATION OF THREADED SCHEDULE(III SHEET I I)— GLASS— JSQ610 LAG Scpjav AREA.VALID,FOR CENTER Of TUBE. INSTALLATIONS WITH 72pst 11 1 MAX.A.S.D.DESIGN LOAD AND Wl.SUAPATION EXISTING "IlAx.SpAm THIS CLASS 70 CAM ca IrISTAL-ATION IS ONLY VALID HV WALL HEADER INSTALLATION =I&M. I I A, 11 rCA uAtc mm Na FOR WOOD vl/MIN.SPECIFIC IN 9�`Ea 19 6 OR (W 0 As DOUGLAS 2T .5 Dim(D&6) FR OR SOUTHERN PINE No.I 0'4 FOR TrRCAL SNUTRR OSSEMOLY A OR EQUAL, OR GRAVITY or 0 ID SHEEP 2-00UNTUNC SOCrOlCAN BE 00vM410) �VHV CEILING INSTALLATION IN ANY KAY TO SUN ANY INSTALLATION. Wk.SWAMI (Y)HV CEILING INSTALLATION ------ OR It I i I I .%."n M-9w SEPARATION 1.614.SEPARATION to CLASS IG 11 rOR&7r�(DIA) To GLASS -(SEE SCHEDULE ON s-imr itr— Exisni Ott SIM t99 �(SCE "" E DAM(D& zs "L) GLISSN' _7 GLA I ANCALTERNATE I�j 8 HOR r 1/4-j LOCATION VLM .0 VO.3/4*HE)( 27,6-MIN.I= HEAD(fJ TEK OECr REQUIRED mox. 4.3,11t C[D t3 VX SCREWS 0 112 (NO FINISH DECK REdUIREo`IGN0 ALLOWED FI-41SH ALLOWED) --- /-EWE I• or DOE OF DECK 19 EDGE OF DECK LE DECK IF IF APPLICABLE APPLICABLE !a 114 -20.3/4'S.S. IF APPLICABLE E IT, _f PHI 4'o TAPCON PS TRUSS HEAD L OR C TA ED MACHINE SCREWS 1/4*0 T;PCON OR TAPCON INITH ADVANCED .2*.4Il''COIEll. THREADFORM TECHUGLOGY W/,'/4�20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORNIJ L THREADFORM TECHNOLOGY W11 1 1/12'MI.. LL LAT -MITI.PENETRATION a 2'O.C.�.E W/1 1/2 PENETRATION OF THRWED SILL PLATE OF THREADED'AREA TO TECHNOLOGY W/ I I/V min.PENLTRATiON OF THREADED AREA TO WSTINC W00 HEADER.(SEE YVO AREA TO EXISTING'W000 HEADER. (SEE SCHEDULE ON SHEET 15) L L EXISirif* D HEADER. SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) 1 SEE Uwtff5 OF USE FOR — 1 0 HV WALKOVER INSTALLATION .HV WALL SILL INSTALLATION I wgift, 4�N� @).HV FLOOR INSTALLATION FLORIDA BUILDING CODE High Velocity Hurricane Zone, 02017 EASTERN METAL SUPPLY. INC. ..........:4�/A 02017 TILTECO.INC. G 1$2C.._�5 It GEN Accordion Shutter System _11LIECBERTHA HVTM Omc. ►A.S.S.A. RV. R"#1 W/OR W10 KV.WNDW MADE TILLIT TWV.No DESCPJPTtCI4 DATE M&N BY-. Lc. IES American Shutter Systems TING & ENGINEERING COMPANY a St.St.Sdi,M=ZA CARDOM,FLOR"331& Association, Inc. I OLD 15-085 07/27/17 we 07/27/17 4268 Westroods Drive 2 —DRAWING No c—moil:01140..Lco. West Polm Beach, FL 33407 —3 WALT 17-107 N..."I _.DAfAL fO 0.TILLIr Jr.P.E. 4 If FLOROA Lic. 44167 3 P.E. SEAI_/NG*N^'A'T'IJ`R'E/[)ATE 6 SHEET 17 OF 20 END INSTALLATIONS HV BLADE OR 03 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS W wo smos='a—Doo , ne 'L wow f—M= r. GC. j 1. fha4rt/r paxtuwl TO 1/2 CDX P-MV00 r No • 01�s C.'supa WWI x X z7""' • rot=.F1!= socur ai a+gym Is /Z' =t M' Q)& ,u Jw slar 9 POR T-f cr S (1) 10. S w I OR(W sm crux x r 1 09 M,co.Kcnon I OR To TRIPAM X F 0 TPA= to END CONNECTION DETAIL(2) END CONNECTION DETAILEND CONNECTION DETAILCO END -CONNECTION DETAIL msi_ • 4Et2<76 03y ron bPUS�?U�m TV 2'.=Z itrul S, 016 Falf`Twoft 0 12' SEE LR@X PD ME. DZ� It BLADE 19 CI)ONS OrUSEFOR N S14E� S"� r Ri 942T T9 TCR >n•KN r 4DbR /jX1 u` (TOR 4 (C2)oRCVC;(GCR CJS VIEW 57LDS MSH PLAN 06-0 to X @-4.0 DETAIL ZC END -CONNECTION DETAIL (13+ END CONNECTION DETAIL FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone, 02017 TILTECO,INC. 02011 EASTERN METAL SUPPLY.INC. 11 T BERTHA HV7M Accordion Shutter System A.S.S.A iL E H.V. RAM#1 W/OR W10 KV.WINDOW aADE American Shutter Systems 4CV.Nc DES 15-0 DATE DRAIN BY. I-C. TILLIT TESTING & ENGINEERING COMPANY Association, [no. I OLD 15-085 07/27/17 DAM 07/27/17 sass fIX M..St.,S-IM VLRCnA CJ=C,Flow&331C• 4268 Westroads+Dr;,ve 2 — DRAWING No ...... M- 6719 —107 West Palm Beach, FL 33407 3 4 R A.Ow 17 n"�'P'E' rLoiziDA Uc.9 44167 S SHEET P.E. i6L/SI(3NATURE/DATE I 1 6 18 OF 20 �,1�q�y (p�� (7y� (�U°yJ �ya� •LEg, MAORDION WORKING IN nobS_ANO_CON0111GNG QE 31 USE FOR BERTHA Y Y Y "Y v t 1.VAX A.".DESIGN PRESSURE RATING:+t tD.-110 psf. 2.VAX.SHUTTER SPAN;86' 3.A11DV1ED MOLRaWGS:A.D.G&H Ott SHEETS B.7:AS WELL AS 1ADONDNGS M.0,7 U(2&W OON(SHEETS 16&1177.} '7YEc Y ECEMEI A7ESUST BE ISYIaAETfatAL CRN NCLUDED ONLY P NWI OR ACCESS SCID OF ARE ALLOWED M 6b S ®u m, Ek EttO ". . , . , + " (A)FN @OY ALLOWA uAJOs OPkT7NG$ (3's HOLES)=UDP£RBAT SPACINGS SHpNON SHEET 4. 4 (9)LRL ClFARAFNCE FROM TOP 0R BOTTOM EDGE OF FN WINDOW BLADE 4LN L+ALL 5 SSTNOQYJS t s t , f+1 t"F • (•) OF aw 3'a HGLE FOR JR SHALL BE 12'. ASL07JED AT FFV�;T Qil u "t la.L1 " "t 'u, W(NO(WJ BIACYc.'iY K (0)FIRST T Jy BLADE COMING OUT FROM STARTERS AT ENDSFJAY 8£NV CCCjjj+ VJWD07J Li%CL1O t • y • "\ t" •t (p)FLV tV1HD0'At B[FDE l'.'Y NST BE USED ALTERNATE TO A SOLID HV BLADE lO " THROUGHOUT 5HURER'S WIDTH. .e • t • , RS } "" ""• ,", " gCE'f AT Efa{EATESS R SfOE ALWAY OF THEME INSTALLED ADJACENT TO A SOW W t' N 9 �/+�y TF4A9 CSEE DIDONST{gt'DCny ,, t t t t ' th} {IHEPOLYCARSON TH)W%ENDO 6F14'G PROTECTED.>�IDON 4(TABS A CONN E ON SHEETS Hoe +•\ " 1s 1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSN DETA10&t6 IYP. +� tl LLLFFF "111!!L FULL HBma'. AR� R 6.SEE Aj.TNOR SPACING SCHEDO4E FOR INSTALLATIONS INTO WOOD FRAVE R T Ad�� F�FOS Q BUILONGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOW(SEE NOTES P P I&2 ABOVE), gg iY V URED CONCRRETSEE E as CC�1 `�K WALL LE ON 12 D13 AS UL41 D BY SPAN AND Di51GN LOAD(SEE NOTES 1&2 ABOVE), 8.HCSUUM SEPARATION TO CLASS SCHEDULE,PER ASTM E-1096: c� I(SEE PLAN FOR REOU6RENENTS) ,('� {� -` D H TYP TOP&BOTTOM LY 'i_Y'OAc.;I• � WRLD ZONO: kRNtNUu SEPARATION TO GtA55 NNED WID.A t THM1 3 1' Wt.SEPAWTOI TO CLASS CIOSTING= ELEVATION utE sw co sRzEr 11 R7T mADE a) 4 6.25' E%LSiOIG t1A,S5 -..` AW ON T1C5 SST?1i LTAOcs( 7z 0 CENTERMATES log ONLY) TYP r LZOi TIP. SritTR CA CENTETOJATES 21 W/I24d1N OR s ANa ,f ) YJ/a (5E HOTS s ABOVE) ? AN— r i TYPICAL I HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SIA SHUTTER* flf,'�`°'AA `t"• FLORIDA BUILDING CODE{Hon High Velocity Hurricane Zone, ••" f/�- 02017 TILTECO.INC. ({92017 EASTERN METAL SUPPLY.INC.CENSF BERTHA NVTM �"�' ASS A F17,L ECfl �NG. � � � Accordion Shutter System # H.V. BLADE#1 W/OR W/o PLV.WINDOW RADE ' ,/ +✓< AMeriat5n Shuler SyS>BTne EV.H DESCRIPTION DATE DRAIN BY: 4C. ITL Q•; TICCIT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 /27/1 DATE: 07/27/17 6195 ILW,!6th,SL.SLS.SDS.MR 1A VJCOK.ncAAA 3316 DRAWING No .. ht Phew:(305)871-1$30.Fos:(305)671-1531 4268 tYestroads Drive 2 _ I !'•........ �`,I t e- 0;t�80 tc= West Palm Beach, FL 33407 3 s`sQNAi WALTER A TIL0067 o P.E A 17-107 •'• ......" FLORDA Uc.1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 t ,/z-.0.035-TRCK t' INSTALLATIONS 1Nj 1 HV BLADE & HV CENTERMATES } �2.dda Max. Wn.ASTM A-653 GRADE 40 f:n. VAfDES `o UET G_TU SM%AT� 2-un.. INTO METAL STUD WALLS * '0B3• iALTAL STUDS AT 18'O.C. W 43b m Op' -- --- 0 6'O.C. 40 41 3a 114"o NOMINAL Im- =W W --- ---- 1t2 1� 3 75' aKGENERAL LIMI T N N OF U ALUMINUM SLEEVE 0 t V ACCORDION 6063-T5 ALLOY t s/ax s 1ts'.eo3s THGK W4, 43c ' a3o 0 1`' p� SSYSTEM INSTALLATION TO META cora.suv.s,EE= TRACK CRAZNEL S o s'O.C. m 6-o.a S — STUD WAILS ASTO A-653 OWE 40 W.t.G-60 I �----� SEPARATION TO GLASS SCHEDULE ��.-3�0' GALVAI(REO FASTE!!ED Jd SM15 , i t K t10K. wt(2)40.M Tt3N SCRL4 S dN t EXISTING FINISH 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) IaaOOR F EXItMOR FACE ; AS APPLICABLE 1 H 2. MAX. SHUTTER SPAN: 84• WIND ZONE MINIMUM I ASTM E-1996 SEPARAnON ax LENGTH+ ,- WSTING GvsS--i WN`50'�sD 3• ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS CLASS —(SEESNLE) 443 1/A"0-200' 0.0 I t (�) ° 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1' MUST PENETRATE i WITH R ARRANGED A SNqMETRICAL LAYOUT. : USE 0 (2) 35 (e LONG, MINIMUM) MUST ALYIAYS BE 4 4- t 3/4'.s,/v.0.035'D4CK u; ' ExtsRVG n asH T INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF ,.373•i carr.GALv.STEEL TRACK CHANNEL! As appuCAa E � CEAITERMATE. ,250' r 0 50 •Y o AST6t A-633 10tADE 40 Win.d-64 GAi.M42FD FASMIED TO SND. w (2)/6x,/2'TEK SCREW$01 i 43G 430 nT— --lo EXTERIOR FACE `O 6'O.C. O 6.O.C. ry 1/4.0-20 THREADS BLADE SLACK DETAIL NVF IS ALSO VALID FOR 43C 1 L4-!O EL-CO CONSTRUCTION •1/2 B CENTERMATE 21 APPLICATION WITH BLADE 1 •`•�-= O pRODUCTs,FAB-LOK HD -.i 1/2`x35-THICK AST '� i�'VARIfiS.� © 6•• D.C. COMPONENTS ' t1in. U A-65653 GRADE 40 :.;�v}},�j;.;. N&"`O-d0`ALV.SSS` ` IMS WALL HEADE$fSIL! INSTALLATION IJLTAL STUDS AT 16'O.C. m. ." ` DUSUNG FISH AS APPLICANIELE SCALE: 3/&•= i• V (TW.Top&SOTTOM) - ---.-w V-_._.-..--. _ 1 .- -..;) T 3/4•.6 its'.0.035`THxK t0 EXISTING GLASS _ _ ., _ _ _ _ _ •GALV.STEEL.TRACK CHANNEL, ASTM A-653 GRADE 40 vn.G-60 CALVANQED FASTENED TO STUDS : MMETRYCAL I SYMMET4RYCAL 14 v w 2 f6.112'TER sGREws oN I ; _ ; {";4 M1N.SEPARATION ARIES i f 1 RLTER OR&EXTERIOR FACE CENTERMATES W/: ; 'I ,,:CENTERMATES W/' roGess z• i` t. i i : •: i t (SEE SCHEDULE) Mex. i I:•.EXTF(210R ACCESS SIDE; �'•. JNTERIOR ACGESS S1pEI 1 IN 2)A,'2 -- 1 21— 21 — * 21 Loca a AT t 2 HV HEADER/SI ENDS VIEW Y (1 1pr, 1/4, 3 IS'Min.) 24 SIDE CONNECTION TO TRACK (TYP•) 6 ,t2"(Typ.) ( 7- ""--'-`-"-""--"-7 6 i/2'MAX.SLACK {cant.} � HVB BLADE SLACK DET IL HVF HYC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 1$""- 02017 TILTECO.NC. 02017 EASTERN METAL SUPPLY.INC GENS � BERTH HVTIA 11 L.1 E C 4 .'\ A■S■ate!►■A■ Accordion Shutter System RV. BADE#1 W/OR W/0 RV.WINDON t // TILUT TESTING & ENGINEERING COMPANY American Shutter Systems !CV.H OEsanPTtON GATE DRAM By, Lc NN.»m. sea•�,, CAROM ,,, Association, Inc. 1 OLD 15-M 07/27/17 OATe 07/27/17 ' --NATE Q _Z Pooh:(305)871-1x30,N.:(303)471-1531 4268 Westroads Drive a .,•Je P.:tV Tis e- eh Ot—Ocal.— West Palm Beach, FL 33407 3 DRAWING Na ,P .•�ORRO;.r���,�� EB-OOM10 17-107 �q V �, WALTER A TIUA Jr.P.E 4 P.E. SRI E1DATE FLOROA Lk,g 44197 s SHEET s 20 OF 20