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HomeMy WebLinkAboutProduct approval fl 389-R9; Accordion Shutters uea..c+ d IR BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats ra Facts Publications Contact Us BCIS Site Map Links Search Flt�iiCc 0--oo Prouct Approval USERd:Pubiic User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@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 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. rt:i 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(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF I Referenced Standard and Year(of Standard) Standard Year j 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 I Option D Date Submitted 09/18I2017 Date Validated 10/18/2017 Date Pending FBC Approval 101 19/20 1 7 Date Approved 12/12/2017 Summary of Products FL 37 Model,Number or Name Description 389.1 Bertha'HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ) -Drwq 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 SYSTEM.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 12'-3"for 40 psf Evaluation(reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERiCAN SHIJ17ER SYSTEMS_ DRAWING 17t HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION RFPORT.PDF HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for Created by independent Third Party: Yes 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal ; Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top, 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 1i AMERICAN SHUTTFR 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 Verdied By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max Span is 16'-0"far 30 Created by Independent Third Party:Yes p.s,f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HV 1 blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ A.S.D.load for HV blade for Keystone mountings 7'-0"p 5./. INC DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.5.f,for HV1A gFf0RT.PDF working in unison.See sheets 7, 11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spars and pressures. 389.3 Bertha HV Accordion Shutter- Ezt-tided aluminum interlocking blades retained by tracks(cop: COi-160-(Non-I;VHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL189 R9 11 AMERiCAN SHtITTFR SYSTEMS ASSOC..INC, Approved for use outside HVHZ:Yes VRA1,11ING 17-105. BERTi IA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF 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 FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.. INC, DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes h,rr El I COMMUs:t 760l tuair Sion"pgad 1'annhaesrr Ft 7?ago Chun.-r 850-487.1P74 r Tile State or Fonda,5 an AA,'EEo employer.C'nnvriahr 7007•7013 Stale of FlariAa.;: ririvacv 1�41emmt::ecccssio+hty 5tntrmpnt::rytonti Siaiemenl Under Florida taw,email addre5sc5 are public re-cords.It you do not want your e•maii adarcas tcteased in mspoose to a pubtic•,vtoros request,da not send electro,niq mail to this entity.Instoad,contact the oitke by pnorie or by tradition((mail.it you have any questions,vwie contact W.107,1]95.'Pursuant to Sets:an n55.775(1)~ Florida Statutes,urective october 1,20:2,1,tcn5ea5 ticensM under Chapter 455,F.S:must provide the avr4ilment with an email address of they have on,:.;ii,r Cow provided may he used for official communication with me I.censea however email oodrmi"art putu,c record,if you do rot wish to supply a personal aedrcss.Weasc� provide the Department with an arnad address wh[eh can be made available to Me public.To Ceiermme d you are a[ictrhet under Chapter 455.F.S.,piease,clitk hC:C Product ApprovalAcceptst LTM RE � -7E GENERAL NOTES: 1,BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BURRING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&213. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN'WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA 1: HV BLADES CD & BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(k&D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 7.INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 VMS USED FOR VERIFICATION OF FASTENERS INWOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1,2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHIJNER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BUDEO fO214.01-03,#0715.01-03,01004.01-05.f1214.01-05,#0317.02-06.R0609.01-10 AND #0210-01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE Ct)AND HV WINDOW BLADE 6A� AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&L71220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE di 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND(I 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2,HV BLADEO AND HV WINDOW BLADE © ARE ENGINEERED TO WORK N UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION To TRACKS SHALL BE d14x2.75'AND At4xl.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEMERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE RV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3,MNIMMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005-T5 ALLOY_ MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksT MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2471.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR A14CHOR SPECIFICATIONS:HV BLADE Q : 12,13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(D&0 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.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 86'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT g5'459,179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE 1nA ONLY 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT PATH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10'EACH UNIT MUST BEAR PERMANENT LABEL INA VISIBLE PLACE VITTH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE 6)ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. IT.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12,BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PUTS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13,(a) THIS P.E.D_PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGNEEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, r++ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' IL111��,.,••••. ��'`% 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. �1��.•�`cyr�SF,•%$ BERTHA HVTM Accordion Shutter Sy stemILEC ON . A SS A KV �anE#1 W/OR W/o H.V.WINDOW BADE �/ `�� ' American Shutter Systems REV.N. DESCRIPTION DATE DRAWN By. L.C. gr TILLIT TESTING k ENGINEERING COMPANY y o Association, Inc. I OLD 15-085 7/2711 DATE: 07/27/17 �r 5353 111%15;R Sl Sb.Jos. YRGNW W I N5,RGR:A 331E 4268 Westroods Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No ,C ' ttl '� 1P o-maa:tuleeooAOL�am West Palm Beach, FL 33407 3 EB-O '7_,�07 •'•........•.••+j� LPL D06719 4 'sS�ONA�ts•�v,11 WALTER.L TIWT Jr.P.E. P.E. StAttSIr1NMRE/DATE FLORIDA uc. 44167 6 SHEET OF 20- r3'o FCR WM=.EVCE QA ps N VARIES 1.918• 11.24 " 9�2 o �s• gl o A1ox- --__ a' c3 n J • 0.45C• 1 4� .09 - - M 4.371• �\�' 1 ♦36s'_ � f o5e o 4.857" i 4 999' r 5�HV 90�180 STARTER 1 HV SOLID BLADE a °\ COVERED UNDER US PATENT # 5458179 3 HV UNIVERSAL FLOATER � QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADEQ 0HV DIRECT MOUNT HV BLADE 10 �A HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE ND ,37- ' 6063-T6 ALLOY AND TEMPER 3.226" t 5C0" 6063-T6 ALLOY A TEMPER .124" I 3.556' PI .994" 1.OD0' L1.701 .670• 2226' 72 g 842A15- 2.092-4.4 6' 12 i tOC)HV ADJ ADAPTER W/LIP0.072• uo.m: �9zo.226" QUALIFIED FOR USE 1V/ HV LHV WALK-OVER TRACK�HV ADJ. FLOOR TRACK BLADE G QUALIFIED FOR USE W/ HV 19 1 HV TRENCH TRACK -{6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE QONLY. 1 HV RAINGUARD BLADE�} 6063-TG ALLOY AND TEMPER QUALIFIED FOR 5g W/ HV 6063-T6 ALLOY AND TEMPER 2) VARIES m 1936". BLADE VARIES 1" 1.915' o VARIES 1.936' 6063-T6 ALLOY A D TEMPER o May. 1.91T m� ax.� o • �� a G83' R � -oar -7 083' m ,100 .083' c II o, .C93. .093'•cm' mI ,12 .060' 1 .097 ---i .0 0- 670 1 NI ' .093-of nj ti� I I 2 � I -0� .� I v,�• i 111 � Opp] 670 1.686• d' 0-1A 670 e 52- } o }520' 3.529 3 70 11 HV CEILING HEADER 11 HV HEADER/-SILL 4, HHD CEILING HEADER/SIL QUALIFIED L 3.529' Q UFIED FOR USE W/ HV BLADE 7 ONLY, FOR USE O/ N BEMDE(7�ONLY HD WALL HEADER/ 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 147 SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 9 ONLY. 6063-T6 ALLOY AND TEMPER � x k T i I ' COV.PONENT A I El Tl T2 1 X Y l i MN.XMN YMN t { � 2' 1 2' 0.125' 1' 1' O.Os2• }7 2" 5'MAXI 1/8' 1/8" 3" J" -I L � + `J 2" 5-MAX.I0.192" 0,192" 1�6 SIDE ANGLES : CORNER POSTS ALUMINUM ANGLES ads 2.5" 7'MAX. 0.190 0.190' QUALIFIED FOR USE W/ HV ` QUALIFIED FOR USE W/ HV BLADE 7� QUALIFIED FOR USE W/ HV BLADE L 6063-T6 ALLOY AND TEMPER BLADEC ONLY. 5 2' 5'VAX. 0.139• D.131" 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone 111 R 02017 TILTECO,INC. @ 2017 EASTERN METAL SUPPLY, INC. t'y,�~ t°'Q;, BERTHA HVTM =�1GENS� Accordion Shutter System1 ECO INC. A A.S.S.A. BLADE#T w/az w/o H.v vnr>oow FADE ///P+��7 •# TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems er,No ocscwPnaN DATE oRawN 6r: Lc ly'� OF 6355 F1,w.36!h.St.,SA,.305.NRGINU GNDJ+S.FIORVA 3316 Association, Inc. 1 OLD 15-085 7/27/17 OATC- 07/27/17 �'• 4268 Westroods Drive 2 Phone:(305)871-1530.Fox:(305)871-1531 DRAWING NO OR4DA 44�'` a-mail:l6taeoQaolsom West Palm Beach, FL 33407 3 '7_ 07 (f•/-�•6''•......:'�� Ili WALTER A 00671Jr.P.E. 4 •�V/ufY�l.�E��� Il� FLORIDA Ue-$44167 5 SHEET __ P.E�SEA P,TI/I�E DATE 6 2-OF 20 4576!J(' <.660 h'y0 i I IN" mN,I ti� 29 CAST TK F]D Kpgl- �I Hm"n�l 0 ENA vEL 2.293' .745• � PA: ED dE CASTxw � �I fEI PAVED.745'I °2.293' 334 EMEDo GRRx KNOB. 7 ;t 8 ® i � LERA55 cntvmi; eRA55 CriumER 0.2� a `n�4=�' •I ^I &KEYS(CRRONE (CHROME-Wm) 21 HV CENTERMATE dj PIATm) QUALIFIED FOR USE V// HV BLADE 1 & SA ONLY `�?- HV F OA I G G °`''oy/ so."� 1.32s• - ® V LOCK HV EGRESS LOCK 6063-T6 ALLOY AND TEMPE� QUALIFIED FOR USE W/ HV BLADE 1 & 1A�ONLY � �r .o �' Ls�s" QUALIFIED FOR USE 1V/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 1`J COR N R BLADE Q7 Sc 4A)ONLY. BLADE(fl)& ©ONLY. QUALIFIED FOR USE VJ/ HV BLADE 1 ONLY — _250'0.0_ 2.874' 6063-T6 ALLOY AND TERIPER '+518' 518' PII+STID HEAD 1 1.756' 922' 2. }AOLDED TO 1 4.045 SCREY! n I 2.079' 1.753" 062 o I P o �I 760"AFTER RIVETING 825" os" 1/4"0-20 x 3/4" BEFORE RIVETING 1 ^ is c 1 S.S. THUMBSCREW 1/4"0-'20 RIVNUT; *SERIES 9444 A[l:lf.1UM(2024-T3 AHOY)LARGE FLANGE THIN - I SHEET'KUTSERT,PART 8 0820,AS MANUFACTURED BY AVDEL PLAN' z FRONf ELEVATION ,Zg, HV MALE "T" LO K CENTERMATE - I asss• 1.822I CHERRY TENORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE QIONLY qy� HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK .J 6063-T6 ALLOY AND TEMPER QUALIFIED FORQUALIFIED FOR USE QUALIFIEDR USE W/ HV QUALIFIED FOR USE W/ HV BLADEC IED FOR USE W/ HV BLADE}ONLY 6063-T6 ALLOY AND TEMPER" W/HV BLADE O BLADE ONLY_ (ONLY. 6063-T6 ALLOY AND TEMPER l 3.161 f THUMB TURN -.I 1' I D CYLNDER OR .2T4' �• .1 .063 ,062" •—m�c 62L ' KEY CYLINDER q ^? m 0 .a75 •uln. 1 .125"Max. HD CENTERMATE W/ NO LOCKING ROD HD E rT MAT W LOC IN ROD 4D .10 'a 0°D a , QUALIFIED FOR USE W/ HV BLADE�1& IA' QUALIFIED FOR USE W/ HV BLADE 1 & 1J) PO4,9 6063-TG ALLOY AND TEMPER �331 HD CENTERMATE'S INSERT , a► ^ g 6063-T6 ALLOY AND TEMPER VARIES, 12"LRN, QUALIFIED FOR USE W/ HV BLADE(1,�&•(1 tJi o-2O 5.5.aR SJa'o-t6 1.130 6063-T6 ALLOY AND TEMPER l 1f CYLINDER URN (SEE E DETAILS) CREV 5. I *I—.-., D _ " OR KEY *15' �I I 1.57 ?An. CYLINDER 1.78'•Max, LOCKING RODS _ 34 HD LOCK 375% QUALIFIED FOR USE lAN HT BLADE;11 ' :6) HV 3/8"0-16 ACEfAL (� HV 1�¢" 0-20 AISI 304 6Y REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 606S-TN ALLOY AND TEMPER SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & 1A 55 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS - DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR ,}" HV BLADE QUALIFIED FOR USE W/ HV BLADE S0 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11 � T! 1 92017 TLTECO,INC. Q2017 EASTERN METAL SUPPLY, INC. 1�(,IP�EA (l '- BERTHA HVTM �� \CEN ' . ✓y= A S A Accordion Shutter System H.V A ;y . BADE#1 W/OR W/Q H.V.WNDOW BLADE American Shutter Systems CV%N, DESCRIPTION DATE DRAWN BY: L.C. �• r��31(()T-' TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/t7 \ "a'� 6355 H.W.361h.St.,Sle.305,VIRM'.0A GARDENS,FLORMA 3316 STATE f Phone:(705)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 0^F p SS a-maa:wleaco0a.wm West Palm Beach, FL 33407 3 DRAWING No 'C •••CQRIDT::'��,\� EB-0006719 1 7-1 07 "�s/' '•• `�� ,1T VaLTER A TILLIT Jr.P.E. 4 11 " ,1� RORGA Lk,1 44167 5 SHEET P.E. SE{(LA�roAfJJJRc/DATE 5 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/B"ol— '2wR�Lq"E 0625' 4 t 10 BLADE T6P• , O HV BLADE 1 '40 i "� 4EE .1875' t�''� HV VRNOOY!BLADE .0525" .0625 .0625" HV BLADE 1A l :; i 'L�" O 1875" Y HV LONG RECESSED NYLON BUSHING W o� I N KNUCKLE�'I .0625`1 00625' 1 �* 39 4�1 F n4 _ (1YP) 3® HV SHORT RECESSED NYLON BUSHING lRN7i I ' C J \l i • N IL 7 FLAT.PORTION R1.7509; ® HV 14YLON HAT WASHER OOR 0 W, -yJ 3750" N 41 HV WHEEL CARRIAGEAISI 302-303 SERIES �/ i i �® -�4fy'� 40 ;+: % ��ca87so' J X n 44 0.870"x3/I6" THICK NYLON WHEEL. 2 7/B•LeIN, Rv LwNDow -- 4315"0 CLE+R o3.00 SEPARATION 0.188"0 Am302 SERIES S.S. RIVETS I BETWEENb3.7500" .D625 -0625' .1 I _I BLADE arrn0e+r-r ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR l Ig; a OPENINGS tt ON CEMERS•s 0 HV 2 3/4" ACCORDION PIN W/ 08 HEAD * 41 a7�' -�' I" EI1/4-1 .7sao' �• a7 +o I 2 1/a oGarDA n.vArov CLEAR , t�4 POLYCARBONATE IMPACT RESISTANT HV WINDOW r—I; BET1v SEN I TYPICAL HV WINDOW BLADE 1�1A AND ;• 3s 3g � POLYCARBONATE HV WINDOW DETAIL 3 'II (SEE NOTE FOR I j kEQU1REMENTS) OOR ® I I �ePO YCARBONATE IMPACT RESISTANT HV WINDOW 1 I i I BAYER MAKROLON 3103 POLY 96MATE I iz'N1w,cLEARANcE RESINS, UV-STABILIZED GRADE OR SABIC * HV PIN REQUIRER ENTS AT EXTERIOR BLADE KNUCKLE FOR Y t To BLADE eon L1 INNOVATIVE PLASTIC LEXAN 103 RESIN � V f F�q T OR ® I (SEE NOTE F' ON SHEET 19). o � 1 = 1 (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR ;I$ I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR ; ® ! EXTERIOR POLYCARSONAT APPUCAaSOURCES FOR 44 r�,AT HV 9 BLADE. TYPICAL SHUTTER ASSEMBLY ,TTpKA1 I'ROPERT6 9Tumw9 sm� N.T.S. -'.HV PIN©2 OR k AT R[FERO+CE "aa�/� (2) HV PIN 0 MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR 5Slt: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ ca.324' (SEE NOTE BLADE'S KNUCKLE. @_ * FOR SREOFIC GRAY MTU D792 o.o43 ler,• O.o43 mrd BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. D48;i 1 ® LJ r REQUIREMENTS) "E"c YIELD atiiA AsN 9635 9,4C0 pai. 9AG9 pat TYP. 'II I I I am RAL SIRE::Grx AT VELD ASTV D790 IzEco P.v. 13,400 p.,.L (3) HV PIN © OR @3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER - m y" !I; nExuRAL No9mrs AM o799 34a.cao p, .S.000 pxt :I SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8? II; I nre�D SHEET O •I; NOfC14D Uc9 AS1Y 0238 +e n-ern n I j.t F S iPJAVMO[A.o,CiEARTRS: MEL CARRIAGE DETAIL � RATE 1F BVFY MTV D9e43 C-1: c-1 wlm s+c`x t7Y.. ASSEMBLY LAYOUT RATE AMU o ens M'F v G Yl,1NERIN4: ASTU G155 Ta5!LE STRENGTH AFTER VFATNEFWG ASTI,638 9302 p,.L E84D p.s i1J HV BLADE SOLID & fAA HV WINDOW BLADE DETAILS TLNSLESTRESSSUCREWEATMJlIAC ASIYfi38 E481p.,.t eeeoA.gt N.T.S. 1i11+"""'•�.�„ FLORDA BUILDING CODE(Non High Velocity Hurricane Zone' V 2017 EASTERN METAL SUPPLY, INC. 02017 TILTECO.INC. S� '•. BERTHA HVTLI stem 1L E C O imp. A.S.S.A■ KV AIDE#1 W/OR WbKV.Shutter W SLAM @�� TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems ev.N. DESCRIPTION DATE DRAWN BY: L.C. Q _r (yam es� 6355 S o.306.NRGVdA CARD95 FLOA OA}}18 ASSOC1Oflofl, Inc. 1 OLD 15-085 7/27/1 naTE: 07/27/17 4268 Westroods Drive z r Ptrone (305)871-1530,Fax:(305)871-1531 DRAWING No ^ SS^E, 3� L mo7:t4tecoeaa7.aam West Palm Beach, FL 33407 3 ��NryL C�1 tlit a EB-DD06719 4 17-107 WALTER A.FLUr Jr.P.E FLORIDA LTG.3 44167 5 SHEET _ — 6 —4 OF 2D P.E. SEAL/SIGNATURE/DATE .,� ('�•�'-�X' ' *NOTES ON HV IOCKS AND CENTERMATES: A B C G VI. , N N 5 T U - 1L9` `"51 ^, 1. MANDATORY CONDITION it: ONE HV LOCK�&or�g SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORBF�1 y 2�^OW 112 OF SHUTTER SPAN FOR SPANS UP TO 105%AND FOR IN, 11aNS T ANY �4 j ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO OR d •1 r I CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON flA TYPICAL SHUTTER ELEVATION. o�®a; ; 2, IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS, f Zp OR U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES�I Z ' OR Q SHALL BE AS INDICATED ON NOTE(1)ABOVE �, t l j LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. i V ops-Hve f 3. d tl �s !g USED W/TWO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 51avrr-41- 0}Gz Q� ` f-2 °x QS BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Q, OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. A DATO COS ONE HV LOCK o SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, HV LOCK 2F'or�S SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE V!/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS S� 6HW AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. "'� xoc-xvc hWiMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. MATES - OR 22: ONE ALTERNATE HV LOCK QED MAY BE USED IN LIEU OF HV LOCK or 2 FOR ANY SPAN AND ��� IN5TALs1TIONS AT ANY ELEVATION. AL ERNATE LOCK 66 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT y >3 �$c OF 1/4"0-20x3/4"S.S.THUMBSCREW TO C)l OR g CENTERMATES SHALL BE MADE W/ 1/4"0-2ox3/4"ALUM. H 9p HooHoo-Nyvo g� RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO IP t I H � g ram_ V j LOCKS AT 1/3 OF SHUTTER SPAN. j i9a, ! I 6. '•^N^nTORY CONDMON 03 FOR KEYSTONEMOUNTING INcrAUATIONC• ONE HV LOCK @ or 23 or C6 SHALL BE 1 `) USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (ti i TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or*or @ MAY BE USED AS AN INSIDE OR 1--- I OUTSIDE LOCK,ATTACHED TO f or Q SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. SEE END 1 ( M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(Es 1V/8 SEE EN DaN ; t OR 67)TOP AND BOTTOM IS COMPLETELY MANDATORY.. DETAILS ON SHEET Fur& *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. `— OF CORNER "nwutro n;o1 1' SECOND ALTERNATE TO MANDAMIU CONDMON J1 VALID ONLY FOR W-r LOCK d-0- AND CENTERMATES Q AND CENTERIMTE �� ONE ALTERNATE HV 'T'LOCK -MAY BE INSTALLED IN LIEU OF HV LOCKS 2 OR FOR ANY SPAN AND (11i aRp) (D.�Qca 10• oR INSTALLATION AT ANY ELEVATION. AL RNATE LOCK 0,�MY BE USED A5 AN INSIDE OR OUISIOE LOCK. ATTACHMENT OF LOCK @ INCLUDES USING REINFORCING LOCKER 2.7. AS SH01V14 ON SECTION HVG, SHEET 9,WHICH MUST BE TG•5)-&@ca 17+; �+aR CONNECTED TO CENTERMATES @ AND @ W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/ 7/6'0 x 3/32" ^• WINGNUT OR W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4'0x 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 7�• l7 aR 6 7+ @- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(ivla TOP AND BOTOM IS MANDATORY. 1r151•®cx 131•�ca�•C'm+ 1 @8 1 s=C31..109 e(1 ax 7 7•CA) *NOTES ON HD LOCKS & CENTERMATES: t HD LOCK 3 W/HD CENTERMATES( 1 OR 32 W/(31 ONE ALTERNATE HO LOCK G MAYBE USED IN LIEU OF TYPICAL 1) HV BLADE SHUTTER ELEVATION HV LOCKS2S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK Dal TO C3•IS W/3#8 x 3/8'F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT 4j AS SHOWN ON SECTIONS HDS-HVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS+3�5`IS COMPLETELY OPTIONAL. MIA UILDING CODE(Non High Velocity urricane one 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S S Q Accordion Shutter System H.Y. MADE#1 W/OR W/O H,V. WINDOW RADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Inc. I EV N DESCRIPTION DATE DRAWN 0 L.C. p17'••, �h F 2�\ 6155 11?S.3".Sl.,S14.305.YLRGIN'A CAFOD+S,FLORDA 3318 Association, cOLD T S-O85 7(27/1 DAZE: 7/27/17 e Fhone:(305)871-1530.Far:(305)871-1531 4268 Westroads Drive 2 DRAWING No 61 1 e-man:GltecoOauLcom West Palm Beach, FL 33407 3 '7_ 07 --'OAIAL��G� '111 WALTERAOTOILLIT 9r.F.E. r�F FLORIDA U.,f 44167 5 SHEET P.E. SEALjSIGIVATURE/DATE 6 5---OF-20- _ -CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED- CONCRETE REOUDTED -1/4'o-20z3/a'S.S. SHEET 13) �i_ CONCRETE ANCHOR$ MACHINE SCREYIS COtICREIE � R'cQUIRED REQUIRED 1-.-^ _(SEE SCHEDULE ON Y(/ 1/4"-20 CONCRETE CHOIRS j;! \_' 17 18 RSA FEYRSIO.vE(SEE N.JNfIr,G®ON SHEET T) l $HELZ 13) NUi$® IV O.C. (SEE SL7iEDULE ON$HEFT 73) 1' \ 1" ----- 102 '4) 1/40-20x3/4'SS. __ j J• i lAin. !I j _-_ ORi� .;( ___ EO ED MACHINE SCREWS ,. E i EO i y_.___ USING 1/4'-20 NUTS 1/2"i 012"O.C. E.D.. I I .250'Mw,. ' DR 15 13 aR 15 j/ I I 1-� • I. �!- -_. I I .250" I IE D-• .I I .250'MOx. �LD : IAlas1_ ' I i �� OPTIONAL ,I� -OPTIONAL ' I„+SPlPATKF Skro¢DUE�Cci�( µtI I i TAN. SEPARATION TO GLSS L N FOR BADE®A'c7 I I -tjOR l�� I EXGLASS -(SEE SCHEDULE ON SHEET 11) I 011 SFR2T 19 FCR I I I I I I 1 GI15$ EXISTING I 5(D&© MIN.SEPARATION TO CLASS CLASS ti _J1 -(SEE SCHEDULE ON SHEET 11) I I' i I IS71NG � Ill HV WALL HEADER INSTALLATION (� HV WALL HEADER INSTALLATION eX ,B) HV WALL HEADER INSTALLATION + KEYSTONE LAIN.SEPARATION TO GUSS ! EYASTING r-- , I =— CUSS-^ yY,,eEPA ATRII 1 OR tl�� I I I IXISTn�GJ -(SEE SCHEDULE ON SHEET I') I 1 TO O.ASS(6•.E i I III MIN.SEPARATION 70 G1H55 i ,I GLASS yu� `- sail ' I I (SEE SCHEDULE ON SHEET II) `I I FOR BADE IDRO m a,SH•ST 19 FOR i j �' .' 1 - f OPTIONAL BAam L&® I f ' EXISTING GLASS h I ;E.o•. I I l'I 1 4' 1/4"MGM. rE D. J J N tl 1 ! IPill �r OPTIONAL i ---- 13 oR 15 , E.o.• '' .D. ---- t 9 6 I EO -EO I. I_ I . �"\ . I � j 1•J 12 GR 14 I i' ----- 1/4'o-20x3/4•S.S. n9n. I 4'o-20x3 4"S.S.P14IWPS EQ EO- MACHINE TRUSS HEAR `TRUSS HW MACHINE CREWS ' MACHINE SCREWS USING CONCRETE ANCHORS S `--CONCRETE ANCHORS j 1 y R 1 8 I.- 1/4--20 NUTS 0 12-O.C. I , r` (SEE SCHEDULE ON W/1/4"-20 NUTS 0 12.O.C. MiO POURED CONCRETE SHEET 13) (SEE.SCHEDULE ON SHEET 13) ` OR CONCRETE BLOCK POURED CONCRETE-/ I� REQUIRED OR CONCRETE BLOCK NQRETE ANCY.OR$ WALL REQUIRED CI HV WALL SILL INSTALLATION f (SEE SCHEDULE ON ( HV WALL SILL INSTALLATION �� POURED CONCRETE.' SHEET 14) OR CONCRETE ELCCK WALL REQUIRED I� HV WALL SILL INSTALLATION NOTE FOR CCMBINATION OF SECTION$: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E. D. - EDGE 01STN,CE ♦ SEE LIht DNS OF USE FOR (� H BLADE ASSEMBLY ^ 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ELAOE( ON SHEET 19 IN AIJY WAY TO SUIT ANY INSTALLATION. I FLORIDA BUILDING CODE Non High Velocity Hurricane Zone PL 02017 EASTERN METAL SUPPLY, INC. ®zD17 LTEco,INC. `1BERTHA B THA HV T1 _ A S S A Accordion Shutter System 1 L E C O u N�. KV. BADE#1 W/OR W/O FLV.W1ND0'N WDE • American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. • •'Q 4' 36tn.St,Ste.TILUT TESTING & ENGINEERING COMPANY p'•, �, �+ Association, Inc. t OLD 15-085 7/27/1 DAZE: 07/27/17 • lL�lil 63-NV,. I�GG3iW OPRDQi6.FLO 331 p Phone:(309)871-I530.Fox:(305)871-I:3I 4268 Westropds Drive z DRAWING No e S`�7711 •t `11 -moll:lBlecoCooleorn West Palm Beach, FL 33407 3 1.7_'07 VI,}A`,1• 'I EB-0006719 !lFF,•• WALTER A.7ILUT 11.P.E. 5 P.E.'SEAL/SIGNATURE/DATE RORWA Uc.( 44167 6 SHSET-OF 20 POURED CONCRETE ANCHORS Y' �x szp�zm DI OR q�' EXISTING sc�m LE ON- CO"CR E (SEE SCHEDULE 13) TO QASS(SEE M EDGE SOfOULE ON SKET' �.EET 1.) 0" is SLAB EL4xsx OL'SS It M SLIDE TDA"' OF (STE APPUVELE EXISTING 11 GLASS.E GLASS—,' ED EXISTING • F'E I ANCHOR CLASS LOCATION i I11 ""-1EK SCREWS 0 12'O.C.0.3/4'HEX WASHER HEAD 11 OR 13 OR(15) 7 % OF CONCRETE ANCHORS APPLICABLE ' SLAB 7 (SEE SCHEDULE ON SHEET 13) E EO 06 - EDGE OF OF— SLAB IF EXISTING ED S . .1 1 - I EDGE OF APPLICABLE GLASSITII LAEB IF X 1, 1,"1 1 ! I I - APPLICABLE Q. SLAB IF SEPARA7.1 E.. APPLICABLE POURED Z POURED FLAT HEAD CONCRETE ANCHORS TO M�(Sa: E D. CONCRETE IT 14) Same ON 1" Z CONCRETE (SEE SCHEDULE ON SHEET SIMT REQUIRED I I Fm SLIDE ON' POURED--Z REQUIRED FLAT ---C1',OR �g'CONCRETE HEAD CONCRETE ANCHORS Ri 921:1 9 M­ (SEE SCHEDULE ON SHEET 14) REQUIRED —E D.- (Di TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. (B) HV FLOOR INSTALLATION t 0 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER ­ & HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 CONCRETE ANCHORS To GIAZ (SEE SCHEDULE 0 —(SEE 1/4-0 rTW StD­6 TAPCON W/ ON S�11) V SHEET 15) AZI&OCED THFZEADFORM N7 (D— EXISTIN TEcta.,ouxv CR 1/4' PO.-IRS EXISTING EXISTING GLASG1-- FASTENERS TAPPER+M*HOn W/ FMAX. GLASS GLASS -EE- a TO� ,31r".DA&DUENT 0 6' ­ -11 tE S.','ON� I m 11) O.C.FOR UP TO S'SO'SPAN AND I DHAN 1/4' O.C.O-C -0 T ET.O"D5 =7 (TYPI)(Sw NOTE t as/ 1/2' 'q SHEET'.I FOR UIATATIOt�)' #10-3/4-HEX'' MAX. 3 OR 105 WASHER HEAD C.NT.a VIAEK SCREWS CONCRETE -0 2ft3/4-SS US 3/8- 140/4" 1/4 HEX HEADJ! i -L EK 0 9'D.C. 4.3/4 SING 11'r-20 NUTS 9*a.C. MON. OR /410-20 S.S.M-S. CONCRETE ANCHORS 010 S.D.S.S' 1SCREWS rL 3/6 7 0 T2'0C. w/NUT 0 9'D.C. (SEE SCHEDULE 0.13 EET SHEET 14) ? EXISTING N072 SIRUCTURAL ------- ZOO-'&IIN.. E.D. Sul) WALL TRIM(DECOFMPr. -------r @DR@ EDGE OF -\�#14.3/4-F.H.S.D.S. "IN, C _SLAB O.C.9 _PGUR:D=4 RETE 7/8---�L71 7/8 APPLICABLE IFS REQUIRED CONCRETE ANCHORS SEE NOTE 13(b) (SEE SCHEDULE ON ON SHEET I P \--EE NOTE,13(b) POURED CO'CR POURED CONCRETE ON SHEET I OR CONCRETE LOCK SHEET 14) E�D OR CONCRETE BLOCK ------7— REQUIRED REQUIRED KEYSTONE MOUNTING INSTALLATION Op'1'NAL-j POURED @)MAXIMUM A.S.D.DESION PRESSURE:+64­72"f .1 CONCRETE HV WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATION MAXIMUM SHUTTER SPAN S'-O' RE QUIRED AINGUARD INSTALLATION t NOTE FOR t THIS INSTALLATION SHALL BINA REMOVABLE WHEN PERFORMED-WN OF SECTIONS: ICE ADJACENT To AN OPERABLE EXIT • SEE LINTATIONS OF USE FOR I-SEE SIZE,"4 FOR TYPICAL SHUTTER ON SHEET 13) OR ENTRANCE BLADE to ON SHEET 19 H V BLADE W/ 0ASSFUSI Y INSTALLATION DETAILS 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUfr ANY INSTALLATION. .,If A. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. — BERTHA Wy 0. Accordion Shutter System ME—C-0 ,—../TM A,S.S,A. H.V. RAM#1 W/OR W10 H.V.WWN RARE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY REV.N DESCRIPMON DATE DRAWN BY. LmQ Association, Inc. I OLD 15-OaS 07/27/17 DATE-. 07/27/17 1355UM.3Su,.St.S%t.!M WqM A -SITIZU41,FIOPMA 3310 4268 Westroads Drive 2 P h.n. (305)871-1510.FEN.:(305)871-1531 DRAWING No ......... e­3:Gite.0-Leem West Palm Beach, FL 33407 3 EB-CO06719 A 17-107 WALTER A.TILLIT Jr.P.E. FLORIDA Lic.#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE B 7 OF 20 SEE END WALL CONON DAI ON SHEETS 10 A IS SEE NOTES ON LOCKING RODS®.HV LOCKS D or® 1' L i' {NSTALLATIONS W f 1 HV *#AND ALTERNATE IN LOCK®ON SHEET 5. OUT 90' ( I N I/—EXISTING GLASS BLADE SLACK DETAIL HW IS VAUD FOR ALL BLADE WZ HV CENTERMATES CENTERMATES APPLICATION RTIH BLADEQ 1 OR SEE END WALL CONNECTION ©3-7©.©°z F EXISTING GLASS DETAILS ON SHEETS 10 & 1 ---------------------I----------------------- � SOIL aOR a . 7 as - 3 1/4" 7" 6 1/2" 7' (6063-T6 ALLOY)ALUM. J OPPOSING I SYMMETRYCAL 1 AN Vr/(2)1/4ro TAPCON 1/2' -@`® ; PIA.RORS TO CONCRETE , CENTERMATES CENTERMATES I (TOP/BOTTOM)&. #t0z3/4•S.M.S.C: 12" 1 Mftd. SEPARATION (a)g1ox1/2's.LLs.TO TUBE+ j O.C.FULL LENGHi. W/ HV LO r fZ5) y W/ HV L— LQCK 2n4�or 61 To cuss I AT EACH ANGLE(TYP)I I 1 I * (SEE SHEET 11) { i * * ON SHEET it) r + I ! I —� - ---�---- �. - -5*-- ---- - ----a- — GO --- © ® O'O OUT]T p a's�c`RR©6 ' 13 cx��•�0°R 3� HVCHVB ED T RK. RHVA STING GLASS CPOUNRREI EIL tOLC REQU RED EXlsnac �� SYMMETRICAL �'Q'©°��'�'®� MAN.EAnnnoN— _ � rcuss 1p QOR®,Qw�.� I`GLSS o CENTERMATES 6 IN ©'®`"�•®0P® ©" E CHED rJ ——————————_.—I GLASS * (SEE SCHEDULE I L W1 HV LOCK 26 OPTIONAL ON SHEET 11) i ; an •® * --�' (INTERIOR) ®'®-O9.O°n 7�+ i MIN.SEPA.RATION\ o. -----1 �— � 1 OR©. TO GLAS5 � F ' --( (SEE SCHEDULE �( IN ®IONAL L, —)___—_ _ —_—_—_—_—_ ,' d ON SHEET 1 1) ) (INTERIOR) _ ___—_ _—_—-— , OUT L-CONCRETE', 1 -_ ANCHORS C. c9 -�`-' ') I j � 16 Q.C. 2' . 1 ----- - l 3 VARIES ci� _ C \7 90• Q. 6° �, 0 U T 5 1/2"MAX.SLACK OUT ! ,*35 (EXTERIOR) HVE ���lll Cy HVF** HV D LLTffaN �>y� t� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1 T- T•" 02017 TILTECO,INC. @2017 EASTERN METAL SUPPLY, INC. EIVg� •.t'y=, BERTHA HVTM AclASSA Accordion Shutter System .? Y I L E C O NG. . . . . FLV. LADE#1 W/OR W/0 H.V.WINDOW Bt1� { TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRANK BY. LG '•. �, CC o Association, Inc. I OLD 15-085 7/2711 DATE_ 07/27/17 '•` •, ,•'K4�,t4 6355 N.W.36th St.,Ste.3DS.NRD%U,CAFIDFM.FLORDA 3316 4269 WestfOOd$ Drive 2 Phone:(305)871-1530.Fez \ (305)871-1531 DRAWING No 1tt a 0:slI°DDawL°O D West Palm Beach, FL 33407 3 s/�WAL��L'ttlt EB-0006719 '7_'07 N ItiPLTER A TILUT dr.P.E. FLORIDA Lie.#44167 3 SHEET----_ --- 1P.E_SEAL/SIGNATURE/DATE1e 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK HV MALEZEEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS �2t W/ (T) HV BLADE SEE ENO GONNECnON DETAILS ON SHEETS +o ✓3 +a INSTALLATION n HV BLADE y �, E%ST4c Du53 WZ HD CENTERMATES (3��i _ifs OUT sJ IN ` ELADE(DSLACK CETAIL.HW.INO:CATED ON SHEET 6. 1 w®nO O O © GET 1. WELL As WrvSHSHE T,WY I eUDE®TH;HC IN . I (• 7 a•8 lO• INDICATED ON TICS SHEET,W1Y 6E USED WITH THIS ALiEP.NA I t 10•�S a©-�'©•®� wsrALunoN DETAIL r+vc sHo-rx ul THI SHEET. SEE f ON CONNECTION ttl�8 (E453-T6 NLO Auar. i p.y . 35* no .v'a-E w/fal 1/+o recant e!e• I • lK -CHDRS TO CO.SCREr (oPrrova) 4 (DPnoHAL) y ------------------'-------------------^--�---(�--- --- ---------- -'-'— (fD_LLS T PH3 h I /0.3/4.51A5.O 12• -'--- - - { (.)aLOxl/2"SJAS TO Ttl��� /f a`O.G N.L LENGNI. O* FIN 4 N.V. I N AT EACH AHG[E,M"p) I (4)H.V. 3 -I YN.STIPATCN PINS P PRlS(TYP.) rP cuss 5 3 LOCK (INSIDE) 1 -T7 oN HLa » f � I 1 1 rt 1 — __ - - - -- ,• I 1 i O- 29 11�- y y ( � 5 F y 29 i- n z 3/ S/a' T s' L(1 35 35 OUT 31 oRU 33 31 OR©2 31 oR@' 31 oa 32 35: 2 1/4" 0-20 x 1 1/2" S.S.M.S. �- 35 (oPncm) *SEE&ME 6 FOR HV LOCK®, W/ 7/8"0 x 3/32" WINGNUT. (oPT1onw HDB—HVB OUT HDC-HVC -r LOCK,ON SHEET 5- * �/ SYMMETRICAL HD CENTERMATES ®0 HV "7" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES •I•SERIES 9444 AL V s LOCK (EXTERIOR) W/ St LOCK(INTERIOR) ARG,,FL HVG* 4yf� O1®ar©•Oa'O�1D'®� (2024-TS ALLOY) RC FI.4YCE THtI © 7 SHEET TAITSERT.PART a Ono. 10•©5 aI®'10-0 .0 a AS DANtIFACTURED 9Y AVDEL CHERRY TEJO0Rt1,PARSIPPENY,NEW JERSEY ©•(J7 •©w©•U7 +®ce 07044 OR EOU1 .@_& 3 iQ *EEE NOTES ON Locxo4 Rmo K!O® LAGS w sHETY e UNVFRS FWAXI V_QEQ=&'L H7D-H IS —D FOR ALL Cal<RWTES APJUCATIONS 111N EWE() HDD—HVD** J�Asaso FLOATING STACK (t1)'-j) Tk A. i''- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1' .••' �'r G2017 TiLTECO.INC. m 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S S A Accordion Shutter System L E C O 1 N G. H.V. BLADE#1 W/OR W/0 H.V.WINDOW BADE 1/ ' TILLIT TESTING d( ENGINEERING COMPANY American Shutter $YSfemS REV.N DE5cRIPnoH DATE DRAWN BY: L.C. '•, =�4,' ° Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 - 0 °► sass ILW.xen.s1,sLA.sas,VMtj4%OAROENS.FLORIDA 331644268 1Nestroods Drive z Ph—:(305)871-153D.Fax:(305)871-1531 DRAWING No - - L$ .-'n*I:DReaceaoLcom West Palm Beach, FL 33407 3 _�OLygLo EB-CA06719 G ' 17-107 • lAA7+Ff71! 1VAUER,1,TILL(,Jr.P.E. 4 FLORIDA VC.If 44167 S -- P.E. SEAL/SIGNATURE/DATE 6 9 OF 20 X POURED CONCRETE POURED CONCRETE U POURED CONCRETE OR OR CONCRETE A 1, OR CONCRETE OR CONCRETE BLOCK WALL REOVIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED CONCRETE BLOCK WALL "A I— REQUIRED v EXISTING GLASS _ffING GLASS CONCRETE ANCHOR % _2"MIN. EXISTING GLASS /—DQSVNG GLASS /. > a 16"O.C. N MIN AM SERAPATIC To CLASS(SEE < WM SEPARARON 112J.SEPARATION TO GLASS(SEE SCHEDUI-E ON S"EET TO CUSS(SEE E. TO CLASS(SEE 4 11 FOR MADE©AND 'IMU - S'_WJYt.IUE ON SHM 0"SHEET 19 FOR SCHEDULE ON sea _CH LE ON SHEET MAX 11 FOR BI ADr(DAND 11 FOR MADE(DNQ (6063 T% T' ON SHEET 19 FOR ON SHEET 19 FOR COL am SHEET iq FOR (LOCATE AT LOSE BLADES ITT wwm(D PLATE. (LOCATE 1/2' SIDE Al EITHER SIDE MIN No\ EITIS OLA 1( 1 1/2 OF& USE V DR I 1/2' #10.1/2,S.AA.S.—/ -—-—-- (AS APPUCABUE)x2'xl/8'xO'-2- S t'.17 ALUMINUM CLIP ANGLE #Ioxl/2- a 16"D.C. 0 16"O.C. --—-—- - (6063-T6 ALLOY)AT&4[DHEJGKT (1) #10.1/2'S.M.S.TO(3)L' (2)1/4-0 TAPCONS ANCHORS TO ANCHORS WALL AT I-O.C. (LOCAT E N. CONNECTION 16 OR SEE DETAIL X FO 4 SEE DETAIL FO ♦ 11 SID=CONNX '-' OR EITHER SIDE OF(D (D OR (9t SEE VETA41.X FOR OR (W TO TRACKS OE CONNECTION SIDE CONNECT TO TRACKS 10 I TO TRACKS L END CONNECTION DETAIL(1) END CONNECTION DETAIL I(@ END CONNECTION DETAIL Q END CONNECTION DETAIL 14 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" /­POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL EXISTING 4 REQUIRED GLASS �2,floxi/2"SALS' 4 C > CONCRETE L - NNE SEPARATION TO GLASS(SEE Q is :C. I`(@OR@OR(DOR SEE SCHEDULE ON SHEET 7011IG—LASS(­ > I I FOR SLAO-E(DAND CONCRETE SCHEDULE ON SHEET OR@OR(90R(g GN SHEET'IS FOR ANCHOR 0 It FOR ELADEOA146 I CONCRETE12'O.0 ON SHEET 19 FOR ANCHOR OR EWES(D&9 16* MIN. MCHO ELADESO)&a T7 1/MIN. --—-—- ED A)OR®OR(DOR 2-MIN. I N 2"MIN. • SEE LIMITATIONS OF USE FOR @.R@.R(q.R0.R(g VI :W BLADE(DON SHEET Is (CO R 4 PLAN DETAIL (p OR (6♦\ ZP.UREO CONCRETE OR END INSTALLATION CONCRETE BLOCK WALL @-@ REQUIRED In HV BLADE OR -A& HV WINDOW BLADE INTO (D(D @-T.0, CONCRETE OR -CONCRETE BLOCK WALL. END CONNECTION '1�0 NEC ION DETAIL @ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', ', P2017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. BERTHA HVT. 1LIECO INC. Accordion Shutter System I, 1 A,S.S,A. RV. a"#1 W1 CR W/O H.V.INIMM BLADE American Shutter Systems im No DESCRIPTION DATE DRAWN EY: LC_ TILUT TESTING & ENGINEERING COMPANY OLD 15�085 DAM- 07/27/ 6355 N.V.351,SL, Association, Inc. F7 ;4r_' "inomb, 305.\RRMU MR104S.FLO�33111 Phone (305)871-1530.Fax z(305)871-1 E31 4268 Westroads Drive 2 DRAWING No .-mol tit—a.W.... West Palm Beach, FL 33407 3 E-0006719 17-107 70NAL I'JALTE 8 4 R A T[Wr Jr.P.E. p FLORIDA U.,j 44167 5 -SHEET- E. SEAL/SIGNATURE/DATE 6 1�dF iO SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIh1UM SHUTTER SPAN "L+" OR "L—' MAXIMUM SHUTTER SPAN* 'L+" MAY.IMUTA SHUTTER, SPAN*1+" (ft.). FOR INSTALLATIONS W/ SYMM�Q(Qgl, OR "L—" (ft.) FOR OR "L_" (ft.) INSTALLATIONS INciA ATON ND OTg, INSTALLATIONS W/ P W SYMMETRICAL CENTE CONCRETE & W000 (t) L+:MAXIMUM ALLOWABLE SPAN F03 A GIVEN VJ/ ONE H.V. LOCK ® or ® or or TI T 1 & & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HO LOCK ®W NO LOCKING RODS Or ONE HV LOCK or I6 Or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA E 28 29 W/ ONE W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A. B. C, D. E. M, N. 0, P, 0, A.S.D. DESIGN PRESSURE RATING. H!�"T" L0 30 �PJlO LO K'VG (SEE NOTES -t.tt) RODS MOUNTING F. K & L R. S, & V. ®' (VAJD FOR MOUNTING(11 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM 16SEE SHEET 7) FLOOR/CEIUNG G. H, I, 11. J T, U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: N�tT�S /� CONCRETE&W000 MOUNTING CONCFEII-&tA70 INSTALLATIONS V CONCRETE vb.01ll A-%D.DEN INSTALLATIONS ,�DL� INSTALLATIONS & IA GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, As.o.D�Icv MESSURE WALL MOu1Mr= %,LmOR£ DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. PR69J'E Y7ALL MOUr607G FLOOR/CENNG WLIG RAR,yG FLOCR/CEILING 11W111NG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. IuiwG NOUMING OR OR (a•cL) FLOOR/CFJUNG MOUNTING OR (��_) (t OR-) (r cR-) FLOCR rAU.MourmNc f� DETERMINE MAXIMUM SPAN"L^"FROM SCHEDULE. L 4 (A) L-(ft) L i (ft) L-(II) L♦ (ft) L-!hj L t (I!) L-(h) 0 MAXIMUM SHUTTER SPA14 'L+OR "L FOR 30 OR LESS 16'-0' 16'-0' 16'-0" 16'-0' 30 16'-0" 16'-0" 30 16'-0' 16'-0• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 ps1.A.S.D.DESIGN PRESSURE RATING. MINIMU6 DETERMOJED SPAN BETWEEN "L+"AND L-'. 35 14'-10" 14'-10- 15'-2- ' 16'-0' 35 14'-10' I,'-to' 35 15'-2" 16'-10" 40 IY-10" 13'-10' 14'-2' 15•-2" 40 13'-10" 13'-10" 40 t4'-2' 15-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1 13'-4" 14'-3" 45 IS-l" 13'-1" 45 13'-4' 14'-3" t' HV CORNER CENTERMATE n"3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-B" 13'-7" 50 12'-5" 12'-5' 50 12'-3' 73'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: 55 IV-10' 11'-10' 12'-1" 12'-11" 55 11'-10" IV-10' 55 11'-1' IV-1 I" SHALL BE AS INDICATED ON MANDATORY CONDITION$2 FOR A GWEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 1Y-4' 11'-7" 12'-4' 60 11'-4" 11'-4' 60 10•-2' 10'-11- NOTE g"5,SHEET 5. RATING: 65 10'-10 10-10 11'-l" 11'-71" 65 10'-10" 10'-10- 65 91-5- 10'-1" DETERMINE: Lt+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6" 10'-9" 11'-5" 70 10'-6" 10'-6" 70 W-9" �9-4' L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-Y 10•-1" 10'-4" it'-1' 75 10'-1" 70'-1' 7S - 8'-9. tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 1 W-10- 9'-10' 10•-0" 10'-9' 80 9•-10' 9•-10" SPAN 'L+"OR 'L-*AND MAXIMUM A.S.D. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 65 9'-6, 9'-6- 9'-9- 10•-5- 85 9'-6" 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING 90 9'-3- 9'-3' 9•-5' 10'-1' 90 9'-3" W-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING L­ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'^0' B'-9' 9'-2' 9'-10" 95 _ 9•-0' 8'-9' LIMITED TO +64,-72 o.s.f. AND 8'-0' SPAN, SEE 1­2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 B•-9" 8'-4" 9'-0" 9'-T 100 8'-9" 8'-4' MOUNTING®ON SHEET 7, INSTALLATIONS. 105 8'-7- 7'-11" 81-9" 9'-4" t05 8'-7" 7'-ll' T 10 8'-4- 7'-7' S'-7" 9'-2- 110 8'-4" r-7' FINAL ''MAXIMUM ALLOWABLE SPAR IS EQUAL TO THE 115 8'-2' 7'-3" W-4" W-11" 115 W-2' r-3' SEPARATION TO GLASS SCHEDULE MINIMUM-SETYIEEN 'Lit". 'L2+•. "Li-'AND 12 120 8•-0' V-11" 8'-2" 8'-0- 120 8'-0' 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-t0' 6'-8' B'-Cr 8'-5' 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-B' 6'-5" 7'-10" 8'-1' 130 7•-e' 6•-5- WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r-7" 6'-2' 7'-9- 7'-0' 135 V-7' 6'-2- SPACING. 14o r-s' 5•-11' 7'-7" r-6" 140 7'-5' 5•-11• ASTM E-1996 SEPARATION 145 7'-3- 5'-9' 7'-5- r-3" 145 7'-3' S'-9' TO GLASS 150 7'-2" 5'-7" 7'-4" 7'-0' 150 7'-2" 5'-7' is5 5'-5' 7'-2" 6'-9" 155 7'-1' 5•-5' 1 THRU 3 1" 160 6'-11' 5'-2" 7'-1' 6'-7" 160 6'-11" 5'-2- 165 6'-10' 5'-1' 7'-O" 6'-4' 165 V--10" 5•-1. 170 6'-9' 4'-11' 6'-11" 6'-2' 170 6'-9' 4'-11' 180 6'-7- , 4'-9" 6'-9' 6'-0" 180 6•-7- 4'-9" H V BLADE 180 6'-6' 4'-8- 6'-8' 5 '-10" 180 6'-6' 4'-8" T85 6'^5" 4'-6' 6'-7" 5'-8" 185 6'-5' 4'-6' 190 6'-4' 4'-5" 6'-6' S'-6' 790 6'-4' 4'-5" )05 6•_}• 4--3' 6'-5' V-5' 195 6-3 4'4'-3' 200 6'-2- 4'-2" W-4- 51-3- 200 W-2' 4•-2" 205 6'-t' 4'-l' 6'-3" 5'-1' 205 6•-t" ,sEt "�. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ' \.� ••••• T 1 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. c�NSF �= BERTHA HVTI.1 y IL E C O �N�. A■S.S.A■ Accordion Shutter System H.v BLADE#1 w/OR w(o H.v.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsREV.N. DESCRIPTION DATE DRAWN BY:MLGY. LG. w� ll�_'•• L :'Q q Association, Inc. 1 GLD is-Gas 07f2711 DATE: 07/27/17 / '• �/ �� 6355 1LW.361h.St.,St..305.VRC,.YN PRDOIC,FLORMA 3318 ^ C-unild. . 1� Phone:(305)871-1530.Fox:(305)871-1531 4268 1Yestroads Drive 2 DRAWING No S ••........•'r\ ,1 a-mdL•URecoa.W.< West Palm Beach, FL 33407 3 ,�7—,�07 _SS�Oh�A L f.�,v..11 EB-0006719 F M 4 1YALTER A.TILLR Jr.P.E- +' ,r FLORIDA Uc,Q 44167 SHEET P.E. SEALJS1GfSATURE/DATE 11 OF-20= _ :� .•' � . .i• •' 11.E .111 :� • r . . :11/ ':�T : :.:1. :�r •::�'r.• . ur �11. 11' •: , �� :al •: r� :i �mmc�ooalal>nmm • 0000mmmoanvE�ImmmEa>vo mmaaEa ° nOOoonnnnr�> o �i0�000`�'OOOOOOOOOOOOOOoo`j'i OIDmOOnOO�m0000nn0000 one .4 MEAN ' mmamoonOmmm�•oondmmmononnmmmonnnOmmmonoonnon��olno ®man maooOOmmmE�OO[ [lmmmE•o010[lmmIDOODi>aOmmm000®Q on000®o IM03 Mao samm��gEan�olmmmvEanr��ImmaaE�no�ommfL7Ea[E0000000nE7nEf mmmK7Eao®Qm oo ilmmmMEEEt•aOmmM "M emmig RN onononnma elm mmmolnnori mmmE>•DDon mmmEavnr�Q nannna•Fam mm0 v7007mME : UMIM0mNH0ME1QmmWEEi0mMI E" O0OOOalmmO®®oanoonmm0© .- mmtD000[7Qon�7OOOQQ . ml®OOODOOmm0�1700o0m000DO oMMmM000OOmm00OOnonon®©0 ' �EX MEN D®©CIM MM"0®Qmmm""MRStlmIDmmOo)vC�mm�iFFiIDmiiOOiln®�[fiF�Q OIDmO00000 000000000000 00000®ON O®mo®000nnno®mOE®1 EMMIUM " iEMI MM"MusmID . M"MMMmmmO©OiaOmmfI7E1I�ID000OQQE7Q®Q MMM"O pOmm1DJ0aR7[I.Oul INMWM93 iim®mE»ODo mIDmMKS M mmmd®�FiOmmmolovne�immIDE>tMMM O m®[OL7000QQD[7Q©E�aQ mmQ7E1ID000 mIDE700[lzinC•mmiQE710IDiinm ID®n0 mmQ70©O•a mID¢�m0 OMCI El 7M E �O EN an 0 no m000 OOnOOO>F�70 .- 00m000000mOOOOOOOOOMIN CN00m0000000�00000000 NI000 mmaam®oMR HIM amoop mmEsaQas>tlommaovvao®ma�voQo�tnom©v©�M mmm�looON MEll®OOOOIDiDE1fE>iOnomma7000Qommi�oM0O0onOnolmoQ ' mffimm" mMORM 000mmQ7E%®onom®I9v000OmOEMMEN oo"QF39000oQ m 0531M 0n mIDII7Et000OmIDm0oonQmmt7oO0C�mm"MEN WIOQQmmQi7Q MIDIDE!®OnOmmm©®OCaQmIDm000nQ3EMM I0On01MM®o000QOnE 7®®OnM mmmE!®fiClQmmmdE�QppQmmm©DOOQ m®iapp00 OmmID®©OoMOwl , ID®®Q ' mID®©OOOQ mmm0E70nO mIDmOtltOnOOm000000 Om000O0 00®OOOnnO mm0 ©OnnmIDl�OElOnOmIDmoi701aQ 0 �mmf�ORSnOmIDmOORinOmmm000iilD�AovO�i 0 0©a0 nnpOO©L>t®OOQ mIDEiOOiaaniEmmm000C�OOmR7000nOmm©oolea3o�ID[OovEMmrMK Oo®Q mmneoondmmm00000�sammeonnenmt�noon sammno>v MEN - olum mmQ]C�OOOQmmmO00ndmIDmoOooOD ]0no00oC11mmQs000OonQmmOMQ �m®maQOa01 mmm000o0 mfE�m00000IDOno00o0 mQ®OOOMM nQ®mQanQ ®mOOo000O0000OOO�Qm�OOOBO OEM M�pUS MM000m MEN 0000 OOOO ; � • . , m�aOoosanmmmonnn p pp 0 �OO1 o1 0OImm US Imm OOo�i00000E OO000000000000[�0000000 • mIDno00nOmID0000o mmoo0)tan Ma©000000nn®I00001 �Oimm0000aQm®noovoommoopovsaovv0000000rr�novRann00000mOQ • - • m>tOooi0000m®OOo000O000ri0�oOm0®o00�OmOoni000son m0aO0o m®0000sanmO0onoaomma0000Q "N Wl- 00�ooM nooQono mv000ly a ooQon ooQvonamv o rsv�aaoonamm®E1010n0 as ON If MEN oiOl�o�vvoe�OOO�o0o00000Oo00000®Pm©OOe OOOo0000000000QOnovoOnmonelloneaQmvanolvoQnm©o MEN nQ �mo000a"{00000"nO00000000000�"00000aomi m�'i00MWIMWI oo iMM El m000O00000000000000000000000®O 0000000OOOOo00O0 • MAXIMUM ANCHORS SPACING {IDJ SCHEDULE FOR A GIVEN_MAX. SH-UTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES g e D DESIGN NEC AM PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTpLATIONS (SEE NOUNDNGS E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE/CONCRETE BLOCK POUTED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.Pc-3 ksi) ! 130 §T6 6YALL SILL MOUNTING ©CE]llNG MOUNTING HO FLOOR MOUNTING - 1/4%TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX. (Min. V.=3 ksi) ANCHORS SPACING LEGEND - 1/4 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. (Min.Pc=3 W PSGN NEFATOE PRESSURE.RKTWC( .DESIGN FiEG11NE PRESSI)RE RAILING ti) SD.DESIGN ITGtIM FRESSVRE fiNLVC _) - 1/4'0 BLUE TAP CONCRETE ANCHORS W(CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'c = 2 k9i) 00 75 90 720 160 205 30 40 60 75 90 120 160 205 30 40 6O 75 90 120 160 205 TAPCON OR - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY LAPCON WTH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. /4 f2 10 9 B 8 s 5.5 14 12 10 9 6 8 6 6 f4 12 10 1 9 a 8 6 6 THREADFORIA TECHNOLOGY (Alin.1'c= 3 kSi) 3'-0' 74 12 SO 9 8 8 6 6 1L 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 ALL POINTS SOLID-SET OR LESS 14 IZ t0 9 e 8 8 E 14 12 t0 9 8 e 6 6 14 12 10 9 8 8 6 5 BLUE TAP Y7/CAP NOTES: 14 12 10 9 e 8 6 7 14 12 10 9 8 9 6 6 14 12 to 9 e H 6 B AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 t0 9 8 7 55 3.5 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 5 TIPPER' ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 f0 9 8 6 B 6 14 12 10 9 8 8 6 6 14 12 10 9 8 a 6 55 µ 12 I0 9 e 8 6 4 14 12 to 9 e a 6 45 14 12 10 9 e 6 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4'O x 3/4"ALL POINTS SOLO-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 l0 9 e 8 6 4.5 14 12 10 9 8 e 6 55 14 12 10 9 8 8 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'TANG MINIMUM SHOULD STUCCO 4 SEE lJU_IAttONS CF USE FOF 14 12 10 9 75 SS 33 - 74 72 to 9 8 8 6 5 14 t2 10 9 8 7 55 4 _1v�CN 5H_Ef t9 EX15T,AND I MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 55 14 12 10 9 8 H 6 45 /4 t2 ID 9 e 7 4 - t4 t2. l0 9 e 6S 5 35 14 12 t0 a 6.5 5 J5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 t2 10 9 e 7S 4.5 - 14 I2 t0 9 8 e 6 45 IL i2 t0 9 8 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 75 85 4.5 . - 14 12 10 9 8 8 55 4 f4 12 10 9 8 6 4.9 3.5 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6'-0' /4 I2 t0 9 e e 6 - l4 12 t0 9 8 e 6 5 is 1Z to 9 8 65 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. T4 12 10 9 7.5 5.5 3 - 14 12 10 8.5 7 5.5 4 3 14 12 8 6.5 55 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 5Z 10 9 e 6 - - 14 12 10 9 e 65 5 S.IS 14 12 10 8S 8 5 4 - - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 IZ 6 6.5 SS 3 t0 9 8 8.5 {5 3.5 L 12 ID 8 7 5 3.S 3 t4 t2 to 9 e e - - is tt tD 9 e 7 5 a 14 12 t0 9 aS S5 4 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7-0" 1a t2 fD 8 6.5 4 - - 14 12 9 7.5 a 4S J.5 - 14 70.5 7 -9 7.5 5.5 - 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W'/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. t4 /2 10 8.5 7 4 - 14 12 to 9 7S 55 4 - 14 t2 II 7 7S 45 - - -1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 17 7 S-5 4.5 - - to t2 to 9 75 5s a - to 12 9 7 : 4.5 J - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. B'-0' 14 t2 10 9 8 65 - - ib 12 t0 9 8 6 4 - 1{ 12 10 8 6.5 5 3.5 - NOTES: It l2 flS 7 5.5 3 - - 14 12 8 6.5 55 4 3 - 2.5 9.5 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON ti 12 95 1.5 6 14 12 9S 8 6S 5 - - ib 12 8 e 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 65 5 3.5 - - - 14 12 t0 8 BS 5 - - 14 12 a 16.5 1 5 1 4 - - • 14 12 I - - - 14 12 t0 9 75 4.5 - - 14 12 8.5 7 5.5 ♦ - - 6.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO u "S - 14 11 7 55 5 3.5 - ii a 5.5 45 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SMALL BE 1 t/2'LONG MINIMUM SHOULD STUCCO t4 12 - - 14 12 8.5 7 5.5 ♦ - 14 10.5 7 15.5 6 4.5 - - EXIST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 115 85 - - - 14 12 9 7 6 4.5 - 14 1t 7 5.S 45 3.5 - - t4 12 - - t4 12 to B 6.5 5 - - 14 tz 8 6 5 a - - 8.3) IN CASE THAT PRECAST STOW-PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 104 - - - 13 9S 6.5 5 4 3 - - 10 7.5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRICTURE BEHIND SAID WALL FINISHES ANCHORAGE$HALL BE AS INDICATED ON 14 11 - 14 1.5 9 6 5 4 - 25 9.5 6 5 4 4 - - NOTES 0-1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYLSIDING OR EIFS YLTTH OR WITHOUT MELPL STUDS CONSULT THIS ENGINEER t05 e - 74 f2 a 6.5 55 4 - 13 10 65 5 4 3 - - FOR INSTALLATON INTO EIPS WITH METAL STUDS SEE SHEET 20. 14 f2 - - - 14 12 9 7 6 4s - - is 105 7 55 45 35 - - (C) ANCHORS SHALL BE WSTALLED FOLLOWING ALL OF THE RECOMlA(NDAT10N5 AND SPECIFlCATIONS OF THE ANCHOR'S MANUFACTURER123 95 12 9 6 4.5 9 7 4.5 35 3 - - 14 10 1 7 - - - - - is JIMS 7 &5 49 I It"8.5 55 45 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9S 7 43 - - - - - 14 11S 7.5 6 5 - - - 12 9 6 4S 4 - - - 14 t7 10 - - - - - t4 tz a 6.5 5.5 - - - t3 t0 65 5 4 - - EDGE DISTANCC,E VERSUS `;PACING SCHEDULE FOR ANCHORS• 12'-0'115 B.5 4.5 - - 11 B 5.5 4 J.5 - - - 8 B 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW,FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 135 9.5 B - - - - - 13 9.5 B.5 5 4 - - - 1D5 e 5 4 - - - - BY MULTIPLYING SPACING SHO'AIN ON SCHEDULE BY THE FOCLOt'ANG FACTORS. 9 8.5 - - is 9.5 7 SS 4.5 - - tt 8.5 55 4.5 3.5 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TIM MINIMUM SPACII;G INDICATED FOR EACH AACHOR TYPE. 13'-0' 14 12 - - - - - - 14 115 7.5 6 5 - - - 12 9 6 4.5 4 - - _ FACTOR tOS e - - - - - - to as 5 -4 -3 - - 7.5 5.5 4 3 - ACTUAL TAPCON WITH ADVANCED TAPPER + 125 8.5 - - - - - - tz 9 6 4.5 4 - - 95 7 5 4 - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING 8 6 - - - - - 13 9.5 6.5 5 - - - - 0.5 7.5 9 4 - - - - V BLADE O,R DICTANCE A1IN,SPACING 3' MIN.SPACING=3' MIN.SPACING 3 1/2' MIN,SPACING•-}' 3 3/4' 4' 14'-0• ti 14 1OS 7 5.5 _ _ - 11 8.5 55 4.5 - - - - E.D. 10 7 5 _ g 7 4.5 3.5 - 7 5 SS 3 1 BLADE POURED CONCRETE& P�xxD CU'Y..C4:tE 03tlaNfTE BLOC( POURED CONCRETE& POURED CaNCRETE&NLRzm�EIE c ED-6L1%ll Ii5 8 - - - - it 8 5.5 4.5 - I 9 65 4.5 - - - - - ' NDOW CO A:NCR D BOCK AN1 E0.=}1/Z' MN E0..21/2' CONCRETE FD.•31 2* CONCRETEVIC E.D.B3'CK 16`L ED.•J I/2'MUL E0..21/2' 7.5 - - - - - - - 12. 9 6 - - 9.5 7 4.5 - - - - - 3• 1.0 0.90 1.0 0.75 1.0 0.84 1.0 14 5,6 to 6s - - 1D.s e 5 - - - - - BLADE WORKING 2 1/2• - 0.81 1.0 - - o.s7 ,.0 9 65 5 3 - - - - - IN UNISON - - - 10 9.5 6 4 2' - 0.71 - 0.519 65 45 - - - - 1 3/4' - 0.914 - - 107.5 5 '" _ _ _ _ 0.3 t, 46 + - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2017 EASTERN METAL SUPPLY, INC. � aeon nLTEco,INC. BERTHA HVTM �tcFTys •. 4,p 1� /� . A . N Accordion Shutter System o. 1 L E C O -N�. . a H.V. FADE#1 W/OR W10 H.V. WNDOW BIAX y� American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Inc. Lv No DES 15-o N DATE DRAWN 0 L.C. % 6355 R1R.36:h.SL.St..305.YRDINtA GMDD4S.FLCRIDA 3316 Association, C t OLD 15-085 Ol f27/II GATE; 07/27/l7 -% 1 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No �^'• <QRIpA ,:'t 4+ e-maa:DtecoccoLc,m West Palm Beach, FL 33407 3 q ':DVS/O ......... 11 WALTER A.TILL71 Jr.P.E. 5 7-I ON tl 4 N FLORIDA LIc.§44167 SHEET �N _ P.E. SE6 aT{tRE DATE 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FO A GIVEN MAX SHUTTER SPAN A.S-D DESIGN Er PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK IN�ALLAlIONS ^ 1 (SEE MOUND DIGS I,J.K 1E L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND AIA7mNM 1 WALK OVER At t TRE7NC11 OU RA)NGUARD MOUNTING g)YIALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING MQU_1' - TAPCON OR SPA NA5.0.DESGN NSIONE PRESS F-FA1Uc wlk=0=1 tI MS PRWU6c Iu1r.:G ASA OMN BECATrv-v10550RE RArM(N9 AS.a DMON DEWIVE PREMIRE WNW(rf TAPCON WITH ADVANCED 30 40 60 75 so ,z0 t60 205 JD 40 60 7s 90112011801205 70 4D IT 75 90 120 160 205 30 a0 6o 75 90 120 160 2os THREADFORM TECHNOLOGY 14 12 10 B B 8 6 5 12 12 12 12 12 13 BS 6.5 7 7 7 7 7 7 7 5S 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0" 14 I2 10 9 8 8 6 6 12 ,2 12 1T 12 12 9.5 7 7 7 7 7 7 7 7 7 5 9 5 5 5 5 S 5 R LESS 14 12 f0 9 8 8 5 6 12 12 t2 12 FaX B 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 9 BLUE TAP 14 72 10 9 8 8 5 6 12 12 12 12 12 10 7.5 6 7 1 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 B 6 6 6 12 12 13 12 1.3 8.5 6.-1 5 7 7 7 7 7 7 SS 4 5 5 5 5 5 5 5 4 4'-0" 14 /2 IO 9 H fl 6 6 12 12 12 12 12 99 7 S.S 7 7 7 7 7 T 7 7 5 5 5 S S S 5 5 14 72 10 9 8 8 6 6 12 12 12 95 8 6 4,5 35 7 7 7 7 7 7 63 3 5 5 5 5 S 5 5 S 14 12 10 9 8 8 6 6 12 12 12 12 70 7.5 5S 4 7 7 7 7 7 7 7 5.5 5 5 5 8 5 5 5 5 74 12 f0 9 e e 6 8 12 12 I2 11 9 7 5 4 7 7 J 7 7 5.5 4 3 5 5 5 5 5 5 4 3 r7 . I4 12 10 9 8 8 6 6 12 12 12 12 10 75 S.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 1S 12 10 9 8 H 6 6 12 12 9.5 75 6 ♦.5 35 - 7 7 7 7 7 7 5 3.5 S 5 5 5 5 5 5 a 74 t2 10 9 e e 6 6 12 12 12 95 8 e 45 - 7 7 7 7 7 7 S.5 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 t0 s 8 8 6 6 12 12 S 9 7.5 5.5 ! J 7 7 7 7 7 46 3.5 - S 5 5 5 s 4.5 3.5 - SPECIFICATIONS 14 12 10 9 8 8 6 6 12 12 t2 10 8 6 45 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 113 9 8 8 6 6 12 12 8 6 { } 7 7 7 7 7 5.$ 4 - 5 S S 5 5 4 } 1{ 12 10 9 8 8 6 6 12 12 10 6 6.5 5 75 - 7 7 7 7 7 8 4.5 - 5 5 $ 5 5 5 4.5 - 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 35 - 7 7 7 6.5 SS 4 - 5 5 5 5 5 4 3 14 12 10 B 8 8 6 6 12 12 12 85 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 t4 12 70 9 8 8 6 6 12 10 65 5 4.5 3 - - 7 7 7 7 6.5 5 3 - 5 9 5 5 5 $ 3.5 3 14 72 10 9 8 8 5 6 1z I2 85 7 s5 4 7 7 7 7 7 5 - - 5 s 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 e 8 6 - 12 12 8,5 7 5.5 4 } 7 7 7 5.5 4.5 J - - 5 5 5 5 45 35 - - PSF A.S.D DESIGN PRESSURE 14 12 10 9 8 8 6 - 12 12 10.5 7S 6 4S 3S - 7 7 7 7 7 7 7 4 5 5 5 5 s 5 5 5 RATING & FOR SPANS PER 1-4 t2 l0 9 8 e 6 - 12 9 6 45 4 3 - - 7 7 7 7 5.5 4 - - 5 S 5 5 5 a 3 - SCHEDULE #3, SHEET 11 f4 12 10 9 8 8 6 12 11 7.5 6 5 .75 - 7 7 7 7.5 6 4.5 - - 5 5 ' S 5 4.5 - I4 12 10 9 e e - 12 11.5 75 6 5 35 - 7 7 6.5 5 4 - - - 5 5 5 5 4 3 - B,-0" 14 12 /0 12 12 9.5 65 5.5 4 } - 7 7 7 7 7 7 8 3 5 5 5 5 5 S 5 5 14 12 70 9 8 8 O 8 5 4 3.S - 7 7 7 8 5 ]5 - - -1 5 5 5 5 4 3 - 14 12 10 9 B 8 - 12 10 5.5 5 45 - 7 7 7 6.5 5.5 - - - 5 5 5 S 5 4 - 14 12 10 9 8 8 12 05 7 5.5 4.5 15 - 7 7 55 45 3.5 - - 5 5 5 4-5 AIR_ - - 10'-0"14 12 IO 9 B 8 - - 12 ti fl9 6 5 7.5 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 5 CS 14 12 10 9 e e - 95 7 4.5 15 3 7 7 7 S.5 4.8 - - - 5 5 5 5 4.5 15 - - 74 12 10 9 8 8 - l2 9 6 S 4 7 7 7 6 5 - - - 5 5 5 C5 S - - 14 12 10 9 e e 12 9.5 6 S 4 3 7 7 5 4. 3 - - - S 5 3 4 - 11'-0"14 12 10 9 8 8 - - 12 10 7 55 4.5 15 = - 7 7 7 7 7 7 3.5 - 5 S 5 5 5 5 5 4 14 12 10 9 8 H - - 856.5 4 3S 3 - - 7 7 6 5 4 - _ 5 6 5 5 , J - (J HV BLADE ONLY 14 12 10 9 8 8 - - It B 5.5 4 - - - - 1 7 7 5.5 4.1 - - - 5 5 5 5 45 - - - 14 12 10 9 e 1.5 8.5 55 45 3.5 - 7 7 4.5 3.5 - - - 5 8 4.5 3.5 3 - - 12'-0'14 12 10 9 B - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 8 J - 5 S 5 S 5 5 4.5 JS 14 12 10 9 8 B 8 4 J 7 7 SS ±5 15 - - - 5 5 5 4.6 4 3 - - 14 12 10 9 8 10 7.5 5 4 7 7 6 5 - - - - S 5 5 5 ♦ - - - 14 12 10 9 8 05 8 5 4 3.5 - 7 65 4.5 JS - - - S 5 4.5 35 3 - - - 13'-0"14 12 IO 9 8 - - 1.5 8.5 6 4S 35 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.S JS 14 12 10 9 B 7 15.5 35 3 7 7 5 4 J - - 5 5 5 4 3 - - 14 12 10 9 e - - - 9 1 45 .15 - - - - 7 7 5.5 4.5 - - - - 5 5 5 4.5 4 - - - 74 12 10 9 10 J.S 9 4 3 7 6 { 3 - - - - 5 5 { 3 - - - - i4 12 10 9 - - - - 0.5 a 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14•-0`14 I2 70 9 - 6.5 5 J 7 7 5 IS - - - - 5 5 5 4 - - - - 14 12 10 9 - - - - 85 65 1 - - - - - 7 7 5 4 - - - 5 5 5 4 - - - - 14 12 IO - - - - 9 7 4.5 SS 3 - _ - 7 5.5 3.5 - - - - - 5 5 a.5 3 - - - 15'-0"14 72 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 15 - - 5 5 $ 5 S 5 4 3 I4 12 10 - 6 I!5 J 7 7 45 3 - - - - 8 5 45 3.5 - - - 14 12 10 _ _ _ _ 8 6 4 _ - - _ _ 7 7 g - - - - - 9 S S 4 _ _ _ - 14 13 IO - - - - - 8.5 6.5 4 J.5 - - - - 7 5.5 3.5 - S 5 ].5 - - - - - 16'-0° 4 12 10 - - - - - 9.5 7 4.5 3.S 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 35 - 14 ,2 Miff - - - - 6 4.5 3 - - - - - 7 8.S 1 - - - - - $ 5 4 1S - - - I{ ,2 ,0 - - - - - 7s 5.5 .75 - - - - - 7.r7+< .: - - - - S 5 4.5 - - - - - FL�RIDA BUILDING CODE(Non High Velocity Hurricane Zane' { 02017 EASTERN METAL SUPPLY, INC. "iiCCC/.y 't/ d2017 TLTECa.INC. BERTHA HVTM Accordion Shutter System L E C O INC. A.S.S. ■ HIV MADE#1 W/OR W/O H.V. WINDOW RAX TILUT TESTING & ENGINEERING COMPANY ATi'16fIDCO Shutter Systems im N. DESCRIPTION DATE DRAWN 5r: Lc. + .�•'• Ul-� a 6355 N.W.361T,St.Ste•305.MRGDOA ORRDE115•n.OPoDA 3316 ASSOC�Ot�OfltInc. t OLD 15-085 7/27/t oATe 07f27/17 t +� Phone:(305)871-,530.Fa �268 West roads Div :(305)871-1531 esroas re 2 DRAWING No ^Cs''•..... ��N ttl 6-mou:Ut-Coosa West Palm Beach, FL 33407 3 /ONA�����7t1t11 4VALTEIt A. WTIJr.P.E. 5 7� O� FLORIOA Uc.§44167 SHEET _ P.E. S AVStGNATURE/DATE 6 --- 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R S.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE ILOUNTIms ON SHEETS 16 L'17). t_J FEZ :!S�TF=-> SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. CDX 2 w/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DOUGG 0.FIR 50 V7/ 1V/ MIN. G=0.43 1Y MIN. G=0.36 OA1tISItIN (111 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T . FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS. WALL MOUNTINGS B.O. WALL M1lOUNTINcS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M. N, 0 & R W & X M, N, 0 & R W & X M. N, 0 & R W & X P & Q S &V S &V S&V .Q531 NTALC fffaYfE FALY.(;4J R9.77 kZARE R757iE FADL( LE43<R7RS T4 011�lF�1 m am mea mna mG(F)w.M-6Lw1K KM%F=(}tl) rsn ifSGv firms wflilPt Poltc(F11 [12 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 4p 160 75 90 05 30 40 60 75 90 OS 30 40 60 75 9p p5 30 40 60 75 90 OS 30 40 60 75 90 OS JO 40 60175 90 05 '-0-OR LES6 10 10 9 8 8 6 6 616 6 6 12 10 10 9 8 8 6 6 6 fi 6 6 12 10 IO 9 6 B 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 72 12 112112 12 12 12 12 12 12 12 12 12 12 12 4•_p' 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 12 12 5•_p• 10 10 9 8 8 6 6 6 6 6 5.5 12 t0 10 9 8 8 6 6 6 6 6 5 l2 10 10 9 B 7 fi 6 6 6 6 5 6 5 4 4 4 3 12 12 V122 12 12 12 12 l2 12 12 12 12 12 12 12 12 0,5 TO 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 IO 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 1212 12 10 8.5 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 1D 10 9 5 3 6 6 6 5 4 3.5 I2 70 10 7 J.S - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.58.5 7.5 70 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 34i I- 6 6 5 50.5 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 54 - - - 1212 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 72 10 9 n - 6 6 4.5 a 3 3 12 10 < 3 - - 8 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 0. 12 12 12 1.5 9.5 8.5 12 12 70 8 6.5 5.5 -c' 10 7.5 a 6 fi 5 4 3 - 72 10 6 3 6 6 4 .5 312 10 3 - - - 6 6 4 .5 3 6 5 - - - - 12 12 1.5 9.5 12 12 12 0. 8.5 7.5 12 12 9 7 B 5 11'-O 10 5.5- - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- (- - 12 10 - - - 6 5.5 4 - - 6 5 - - - - 12 12 10 8.5 12 72 12 9.5 8 7 12 12 8 6.5 5.5 4.5 1Z"-Q 10 4.5 - - 6 6 4 - - 12. 10 3.5- 6 5 3.5- - - 12 10 - - - 6 5 3.5- - - 6 5 - - - - 12 12 5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 413'-O t2 t0 6 6 - l2 10 6 4.5 - - - - 12 7.5 - - - - 8 4.5 - - - - 6 4.5 - - - - 12 12 B.5 .5 12 12 10 8 6.5 5.5 f2 0.5 7 5.5 4.5 412 10 - - 6 5.5 - - 12 7 - .5 a.5 - - t2 7 - - - - '.5 4.5 - - - - 6 3 - - - - 12 12 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 35' 2 - - - - 52 - - - - - 5 - - - ^ 6 - - - - - 12 I2 7.5 5 12576 a 12 9 6 5 <i6'-0' 12 - 6 - 12 - - - - f- 5 - - - - 11.5- - - - - 5 - - - - 6 - - - - - 12 12 6.5 4 12 12 8 6.5 5 3 11. 8.5 5.5 4.5 3.5 n HV BLADE OR n HV BLADE W/ 1�A HV WINDOW BLADE WORKING IN UNISON* •SEE UMITATYJNS OF USE FOR BUD-OON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOIUOWS` 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING, -SOUTHERN PINE No.2 W/0-0.55(H.DS) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY LT.W.BUBDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.SJ EACH SECTION ON SHEETS 16&17_ -SPRUCE PINE FIR NORTH W/0-0.43(N.O.&) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CERING SHALL.BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. a.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 1`111V,'�t ,,,...,,,•-•��e+ 02017 nLTEco,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM tem > IL E C O sac. AA&S.A■ KV. RAM#1 W1 OR W Shutter WIND ysM O ;y ENGINEERING COMPANY American Shutter Systems REV.x DESCRIPTION DATE DRAWN BY: LC. TILLIT TESTING Association, Inc. t OLD 15-065 7f2717 p7/27/17 /J A ! 63$5 N.W.369A 5t.,Ste.305,\7J0NtA DARD[N$,FLDRa'A 3116 4268 Westroods Drive 2 1 Ph..:(305)871-1530.Fax:(305)871-1531 DRAWING No �1p'•.--A 1,1 -.a;WtO v..L'.l West Palm Beach, FL 33407 3 + 'S� RFIYL�•`��e 1L, EB-0006719 4 1 7-1 07 O �3 ( VALTER A TILLR Jr,P.E. FLORIDA Uc.f 44167 5 SHEET 6- _ P.E. SEl+C/3tt t4 A' E/DATE_ - -15` OF-20 _- -- INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & a HV* BLADES AS APPLICABLE o �� MAX. SHUTTER SPA L+ OR L— FOR INS ALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET, 19 FOR SPAN & -/ —1/4-0 TAKON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE CI)& A WORKING IN UNISON I '%. TAPCON WITFI ADVANCED THREADFORM TECHNOLOGY '1}V��. 1/4.0 TAPCON OR I �'�..� TAPCON-WITH ADVANCED THREADFORM TECHNOLOGY 1/2'Min.PONETRATIOrJ �II ,•'V OF THREADED AREA TO / I W/ t 1/2"ld;n.PENETRATION OF THREADED AREA TO EXISTING E Wry SSEPARA71CN EXISTING WOOD HEADER j %-±_.. f'I MOOD HEADER(SEE SCHEDULE ON SHEET 75) ) TO MASS(SEE 1 I I 1 OR ( +f{ (SEE SCHEDULE ON SHEET 15) I ;{, 1/4'0-20x3/4'S.S.MACHINE E•___SOfeDULE CH SHEET 7W. �R1 r scREV15 w/ 1/a'-20 NUTs 11 FOR BLADE(DAND 18 ® 12'O.C. ON SHEET 19 FOR I 2 t'Min EXISTING6 BLADES rilI4. 0 Q GLASS--I: i� 1 �� I k 1 WALL 1 OR 15 ( FINISH 7 1 1 1 �V-OPTIONAL •1 V-WALL � -'I, �; �� �` � II.• .� `` ^ L ] �EXISDNG MIN. ?' FINISH o �ry ql OR� 2'x4'WOOD I__ EXISTING MM. HEACFR REQUIRED ! 1 OR (R* J 2'x4'WOOD I EXISTING I T HEADER REQUIRED } 1 I�1 1�` 1 }II I} {+f 1/4'0 FOR. OR TAPCOG WITH ADVANCED V7V-SEPARATION I THRFAOFORM TECHNOLOGY W/ 1 1/2` CLASS TO� SEE ( ]} I. (.. { 11 t 11 }1 Gin.PENETRATION OF THREADED AREA TO �_SCF;cDULE 0N(SHEtT EXISTING —(FEE SEPAFWION TO GLhSS f f i }, `' 1 l'II i I (SEE SCHEDUkjOLLE ON SHEET 15) ] 11 FCR Ei1ADE 0AVO GLASS (SEE SCHEDULE ON SHEET 11) I I ` 1 OH SHEEr 19 FOR 1 (-.1-_��1?�I'.1 -'�`)} �-2'x4'CONT. SILL MARES.W&(D I 1I 1 I ,i PLATE REO'D. (N HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION MgHV WALL HEADER INSTALLATION L I l l _ !I I EXISTING II LAIN. SEPARATION TO GLASS "I , I. }_ MIN. SEPARATION To GLASS ] GLASS 1 EXISTING —(SEE SCHEDULE ON SHEET 11) 1 6 (SEE SCHEDULE ON SHEET If) I 1 I z O EX STING L11.L SWARATIOrd TO G1A55 I I I GLASS-�� I I : GLANS WOOD FLAT (SEE SCHEDULE ON SHEEP 11) I , J F _ �+ l P t 1/4'o-20z3/4'S-S. I v REO'D. S " t �'�- 1/4"o-20x3/4'S.S. .1 • ] MACHINE SCREWS Q USINO 1/4-20 NUTS r € 'MACHINE SCREWS W/ 12"O.C. WALL 'I '.`,` f 1/4--20 NUTS 0 12' 11 I'--1 a _ ® LL_J•:'._".' G. FINISH I i" j 11I .�0.0. I1 I oR 18 — l i �OR 7@5 13 Ox 15 I •\.� , J' 2"x4"COM 1 OR WOOD PLATE IJi I REO'D.. Jf.lt. it S l II. _ ,I ,' \ 1'Min. ] II 1/4`0 TAPCON OR TAPCON WITH ADVANCED TMREADFORM TECHNOLOGY W/1 1/2` CONT. Y I Mfn.PENETRATION OF THREADED AREA TO 1/4.0 TAPCON OR TAPCON WITH ADVANCED ,�,_ 4'0 TAPCON OR I LSILL PLATE ',I I EXISTRIG WOOD HEADER. THREADFORM TECHNOLOGY W/ 1/2- ^- — / ° I IREO'D. ` \ (SEE SCHEDULE ON SHEET 15) 'I Mtn.PENEERATION OF THREADED AREA INTO PLWICOD U TAPCON WITH ADVANCED )-SEE SHEET a FOR TYPICAL `ty�FINISH MIN.CD� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. _—, �,_1 (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2`x4` V// 1/2`h1in.PENETRATION OF 2-AIOUNIING SECTIONS CAN BE ' 7 PLYWOOD REO'D. `• �1/2"MIN.COX PLYWOOD REO'D. STUDS® 16'O,C.1.7A%,_j WALL FlNISH—�THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1 REO'D,PLYY4000 TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION LEXISTMG VJN.27x4'STUDS® 15'O.C.MAX.REO'O. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SE Lr 2308 OF THE F.B.G SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE LI6!QATIONS OF U Of P HV WALL SILL INSTALLATION F.B.C. BLADE Iv ON SHEET 19 eepL�7ly}.. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ylTrdl \Ok A. f�� ®2077 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. �01� ............ ��J"= BERTHA HVTM c�Irs� .,v A■S■S■A■ Accordion Shutter System IL ECO �N�. H.V. BADE#1 W/OR W/0 H.V.WINDOW ELPDE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.H DESCRIPTION RATE DRAWN BY. L.C. ..r� TA Association, Inc. t Ol'D 15-085 7/21/1 DATE: 07/27/17 !t1 • . 6355 N.W.36th.St.,St,305.NR(JNA GARDENS,FLORGA 3316 _ Phone:(305)871-1520.Pox:(305)871-1531 4268 Westroads Drive 2 DRAWING No �a�IflP• ��4 a% e-T0;tit...a 9L— West Palm Beach, FL 33407 3 7 .e` �Q• �`� 1111T WALTER A TILLR Jr,P,E. 1�_ 0- {J 4 P.E.-;'A �/DATE FLDROAu�.9satst 5 SHEET - - --6- - ---- — 6-OF-20-- INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & a HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEADE Cl) ONLY SHALL BE LIMITED TO 105.Q s A.S.D. DESIGNPRESSURE RATING SEE SHEET19 OR MAX r1yAL`FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4'o TAPCON OR I _ E EC 7'MN.— T =% rTAPCON WITH ADVANCED 4'x8'(Min.)EXISTING THREADFORM TECHNOLOGY WOOD BEAM RED. i+1+ t/ -- - _ EDGE (IF APPLICABLE) W 1 1 2-ITn.PENETRATION STRUCTURAL ADEQUACY / / t 4'0-20x3 4'Ss. ! i r 1 OF THREADED AREA TO / / OF EXISTING Y.'000 BEAM 1 e r t 1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. rv.ti� MACHINE SCREVIS REGISTERED ENGINEER OR /� EXISTING WOOD i \ II II (SEE SCHEDULE ON SHEET 15)0-')I` W/1/4'-20 NUTS ARCNREC,r PR[OR TO EQ--f--Ep i �— — -_.__,__ TRUSSES OR E I EQ ® 12"O.C. SHUTTER INSTALLATION. ;f1 I 1(2' t/2'.� RAFTER®24" / 19 i O.C.REQUIRED OR 1$ 1/4'0 TAPCON OR �' I +, '-- - - EXISTING SOFFIT ! TAPCON WITH ADVANCED ��, -- —3/4'Max.THK. 25T THREADFORM TECHNOLOGY /' 1gxG 4• r; •x4'xl/8-CONT.ALUM.TUBE Mo=. yr 1 1 2 Min.FETthTRAT10N EO-¢EO-• ® / eo-� OF THREADED AREA TO i I! S.M.S. (6063-T6 ALLOT y1/ ( ,)/ I•+ 1 I I`ppnp"gl EXISTING VIOOD HEADER. {` ®6'O.C. � (3)5/16"0 LAG SCREWS TO .. 1 I 11 Or 13 Or 1:.a EACH RAFTER OR TRUSS. (SEE SCHEDULE ON SHEET 15) or 13 or 15 I La .•7-y`-`✓'-" I I + I I I �2 MIDWIDTH OF EXISTING WOOD I ( MEMBER. 2'Min.NOMINAL EX STING `HEADIER REO'D IN' 1 i OPEN HOLE AT EACH WIDTH)Y!/Z-Min, GLASS fl tAUl.SEPARATION TO GLASS STUD TO ACCEPTSCREW ' (SEE SCHEDULE ON SHEET lt) EXISTING PENETRATION OF THREADED �'JJ 5/16'T LAG TUBE. AREA VAUO FOR GLA55—� AT CENTER OF TUBE �I � INSTALLATIONS WITH 72psf It I —0—ASS M. I MAX.A.S.D.DESIGN LOAD ANO 0 HV WALL HEADER INSTALLATION 170� EXISTING TO AS � � INSTALLATION MAX.SPAN.THIS I SO2o1>•'F a!9t'ET GLASS-- t0 O.14(SEE IFISTAL:ATI017 IS ONLY VALID n FOR astt 9;Ma • I SnfW2 OU Ra_i I FOR WOOD V!/MN. SPECIFIC i 0+1 Stet 19 FOR O OR l �II Fat�ohm I GRAVfTY OF 0.50 AS DOUGLAS �efa I �g® ♦ FIR OR SOUTHERN PINE No.2, tI-SEE SHEET 4 rOR TYPICAL SHUTTER ASSEMBLY I 1 OR ® OR EQUAL. 2-MOUNHNG S_MOHS CAN BE COMBINED �T HV CEILING INSTALLATION - 'f IN ANY WAY TO SUIT ANY INSTALLATION. SEPA%ITION U V CEILING INST ELATION .T QASS(s ET 1 OR®♦ I sEPIMIN.(, LAN.SEPARATION TO GLASS I EXISTING 11 FO.aALE mp�v ' _I TO GLASS(SEE SCHEDULE ON SHEET 11) I' GLASS, I NSHE t C FOR I(SEE SCHEDULE I EXISTN„ f I --0 \ e) \ ION sH :f 11) I I ALTERNATE F WALL— I LOCATION EXC.SS I 1 6 FINISH I I 1/q• I J/B NPL #10x3/4'HIX cuss—I 11 I 2'x6'MIN.1y0rD 1/4 ©� 3/e W. �—WASHER HEAD TEK I DECK REQUIRED 13 OR 2"x6•MIN.WOOD � SCREWS®12'o.c (NO FINISH DECK REQUIRED (NO - -� ^-- --- ALLOWED) FINISH ALLO'NED) i__-� _ �Ir- _ -EDGE _ EDGE OF DECK-f - 72 I OF --._-- __,.._ = EDGE OF DECK DECK IF1111 I I IF APPLICABLE 1F APPLICABLE {11 L 1.� 1/4.0-200/4'S.S. `_..-_1 ^_ �_�__-- I I 1 ldlil \ 1/4"0 TAPCON OR Min. �PHILLIPS TRUSS HEAD ^'2'.kIN,�I -_ ._----•I - --- �ll' '1;1 TAPCCN WITH ADVANCED MACHNE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED I !/2'x4'CONT. THREADFORM TECHNOLOGY A"- _� THREADFORM TECHNOLOGY W 1 1 2'V.. '2•MIN, I�-SILL PLATE \\ 1y/ 1 7f2^tAfi•pENETRAT70N O 12'O.C. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM- 2'MN. PENETRATION QF THR:A7ED + •�• \ OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO IXIS 1NG WOOS HEADER. (SEE 1 •0 (' TI —EXISTING WOOD HEADER AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEEP 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SEE LI IT&�qqp�$$�OF USE FOR OX HV WALK-OVER INSTALLATION �iHV WALL SILL INSTALLATION 6 H! .LiJYHE6TJt9 �HV FLOOR INSTALLATION L p _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,,,\1�p••••.••••• •• ��J.t ®2D17 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. �����'sF•.•�� BERTHA HVTM IL E C O �N�. A.S■S.A. Accordion Shutter System y ' H.V. BLADE#1 W/OR W/O H.V. WINDOW DADS •; d� American Shutter Systems •N. DESCRIPTION DATE DRAIYN 6Y: LC. TILLIT TESTING & ENGINEERING COMPANY Gl / Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 .•F ,:.Q St 6355 NA.36:h. .Ste.305,NRvWYI WGRD?15,rIDRIDA 33I 1 Thane:(J05)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 O.I�,••C`, - DRAWING No ` 111 :Wt...Baa6cam West Palm Beach, FL 33407 3 •7 Y A 0 lALTER a-man00671LLII Jr,P.E. 4 1/—1 07 `GN SHEET P.E. SEALrJSIC"URE/DATE FLORIDA ua. 44167 s - -- 6 - —- -170F 20 - END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2"..NPF.T(DOD STUDS K01, J'�2'ri'upL ROOD 37z4•YRL RCOD Vnt.5. 1/4.0 iFPCGN '• I I %{ / 2'x4 ItC1 (IS APiVGbtE) STUDS. +1 A� JJ'J/ valeRwl,��io � T�� V 11• •� 1j{%� � -�j\V % � (as AcalLAatq wc cws--, SNDS ro k I- Proirni'absr ro .! f •"1 mT. • ff�, -C6L+'-fuY„61/5�• / /-Eluslinc D115s ..:J i/��`\ i t �TL•,0 4USS / ` VJL AWIat 'A-Pll`4 C9�0 `•. ! •t> �1 _�!�� \ l22 SF?l4V'AJ 1LY 11 Sc'-(iA55(SEE / _-• -- ECK.124E 4 5KF PLYnLCR tl FM RAM N W !�.. :5-- J` u � ai S�EEf n�^.Df:C ARlaf SQ'�-f9IM aEIK4EcST II i9a'r�A III ffav•I n:L (EL1bJ}16T-6)S CS'43DCEE NR Fx Z!'wt ax CN_•M 1.FOR ' 1I afRV sDlEuSflr ias 1/2"I It BADE(�D^ . WL QOER PDOO M-StDa-A W/it_j aT 19 Fa ya -1 fAHPmR B] j OF©) � I .U6L 1'rot a•INM. AtD,t/Y S.u.S. i ��� —_— tuiv u�i.n.P a^.•.'�'aa ----—r 016¢C skis / C U83-T6/J,Ol)Ai 4SlD6M �/ \ (t1 Ama(a•s.Ys.ro.9a f OR QN� SEE DSTM x EL MER mE aFCj) 1 OR�V SME o0W+ECM)N !!.... SEE EMML%FOR I OR I TO TMo<S `al-(,�-u-�-� , 3 SEi OET0%R f'Of1J(4 } 6 _ •l - / SmE Ca'YSCOat S'oE C'OV+ECTON l °'Lt-10,-fyT- "�'L�'d'`J''t-4• l ID TR,tCKS -Cd;•�.:- ro TRncxs (131�6 'f�•L3"'V19'•�3•' &_6 TO• ^_o•f3^ C C^�•1 �T - 6.q. 6. . ,o Q- a-�•0•a- x,';�3.,, ,Q,a;\}..n�^ l�.l�•fji^,�•J.!$- l7�J �'e e•�- �s.Z.3.�p.L'6)•�' G•©•L"06-0 " �3•CQ- -Ca''O.0- -@q O -L:•� �.f -®is'vf1- C-f.- .Ls.s.p C 16- -@1�-``�L END CONNECTION DETAIL 0 E.A END CONNECTION DETAIL 8 END CONNECTION DETAIL�9j @ END CONNE TION DETAIL EAST. - 11RSD ONLE FOR SPAS GREATER 1-1 12--0' ]•ri'WII.HOOD _1/4"0 WCON M.T: S ,4 0 TMYOV AIaI0R5- t f sltros Rmn. {W/t 1/2•EETt J- 1 }va/z"s.lcs i re/,t/a"YRt Ot6 Qa EF151UiD CIASs�• FFNETRai1CN O t2-D.a PEN.RFZR O 12-Q.C.` 1C2 SFP:RAlILN •\ To ais(+s ♦ SEE LIMITATIONS OF USE FOR 1/Y I, Soma[at S�1w�, BLADE CAI ON SHEET 19 TO wsI(Sr `(Sr:,PC)'R`S CU `c° ^y, •�_�, (1�CP6 4 fl7cTZ3!rt�ca(3 VIEW Y - _5'o,'y3.�•s3'CJ.�I.s• sTuOS RED'D. mFSN ���a.�.y�.�,.1`3. PLAN p.p.e.�.,,.6�. �n- rJ L3-fd.S3-`s.�s ©L6' -La'L3 DETAIL X END CONNECTION DETAIL END CONNECTION DETAIL'12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1\'11,`'1(1�.• ,,,....,,•,•�?.��_ 02017 71LTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. A S A BERTHA t S a Accordion Shutterer System KV. BLADE#1 W/OR W/0 H"V.W NDOW MADE �+ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N. DESCRIPTION DATE OR",N BY: L.C. i. �r� �j� Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 • 6355 N.W.361b.St.,St..305,i5RG6tN OARDEfIS,RDRIQA 3318 U :'� Ph—:(305)871-1530.Fo.:(305)671-1531 4268 Westroads&Drive 2 DRAWING No All••. ` a-mall:tRewaDOlscm West Palm Beach, FL 33407 s AL E�G� EB-OTIL T,9 4 H 7-107 ,• WALTER A TILLIT Jr.P.E. P.E. SEA.L'f SIGNATUREjDATE rLORV,Uo.#44167 5 -----S EE[-- _ - - - --- 6 18 OF 20 (M�)� pA�� 7A� 1�uA01� d��'S'°'7.z1°"'J' •GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA A G ({ Y Y �Y W �1 !!! 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110.- 110 psf. 2.MAX SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6.7:AS WELL AS a MOUNTINGS M.0.T.U&W ON SHEETS 16& 17. (�)^�7 �F� ONLY CENTERNATES R 2n2(BOTH W/ OR_Vo ARE ALLOWED WtiFl�211 �� N CIOq�Ci) K-JID IN A SYM CAL OR OPPD NG LA OUT.IN CASE OF OPPOSING v C: LL���(���(YYYYYY000000 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 11 6EA E- ♦ • / 5.(A)MY WINDOW BLADE B SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS { (3'0 HOLES)FOR®PER LADE AT SPACINGS SHOWN ON SHEET 4. 4 ( (B)MIN.CLEARANCE FRO A TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1�D MAX-WED5 vAHDDYAs a ♦ ♦ / • OF ANY 3'0 HOLE FOR V4 SHALL BE 12-. AYANDOLLO A7 HV n 'WA BLADE wt (C)FIRST OR 1 BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV PAN001V GLADE SN ♦ • / , V ( NY WINDOW • BLADE 1@ MUST BE USED ALTERNATE TO A SOLID HV BLADE 1D THROUGHOUT SHUTTER'S w1m. s (E)CE MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV TAT o _ • / • ♦/ • - wg B1ACE EaI ER SIDE OF THEM. 1 / ox 331LLL `0 yg�y 7S ' (F)POLYCA%ONATE HV WINDOW®SHALL BE INSTALLED SO TtK TABS FACE SEE END ( ' OY89$ THE INTERIOR OF THE OPENING BEING PROTECTED.HV VANDOW`&MUST BE CONNECTION �` • • / • k ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA DETAILS ON SHEETS • tla INC. 10& 18 TYP S�S FULL MIGHT. 8 9S� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME _z Pi t Ltl� L) BUILDINGS ON SHEET 15•AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES PESO 1 &2 ABOVE). M1gM1 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURFD -=5 CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: ($EE PLMI FOR REDOIREMENTS) D H J TYP TOP 4,80TTOM W L pq Ov WAND ZONE MINIMUM SEPARATION TO CLASS 'n+LIUITE0 WADT 1 THRU 3 1' ELEVATION MDL SEPARATION 7D GLASS 4 6.25' --EXISTING CLA55 (SEE SC1 THIS E SILT It FOR BtAD^EO -- ' A•A ON— SHEEP I.Ell•— &•V --5/---1�- //t I 2 _ 1(, P. 26�-' \ C T p, sYL.DAETRICAL cENTERA1ATEs21 12�1 f / / Lun�c�vn 1 W7/(OR'�9�AND ��\„•, W/0`'_'(SEA NOTE 4 ABOVE) PLAN TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE CA SHUTTER* �'�--- 1+�,''"'A� `''.. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone _ m 2017 EASTERN METAL SUPPLY,INC. tp Q• •.. .,. ' A/"•. ezD17 rurEco.INC. BERTHA HVTM A.S■S■A. Accordion Shutter System yt H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE 'Q'•� tr; TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems .N DESCRIPTION DATE ORMN BY: L.C. Association, Inc. I OLD 15-085 7/27/1 DATE 07/27/17 ati'•.�1 RR1T1�W _�� �55 N.W.36N.51.Ste.153 NRF-;(30)8S.BORN.331 4268 Westroads Drive L-6 Fftona (305)871-1530.Faa (305)87L-1531 DRAWING No �;�5 1 `�y ,,' e-m0]:47teca9aoLcam West Palm Beach, FL 33407 EB-0006719 17-107 `1 WALTER A 11LLIr h.P.E. • "„'' FLORIDA Uo.d 44167 SHEET P.E. SEAL/SIGNATURE/DATE - - __ —_ --19--017-20 A - ., 1/2 THICK INSTALLATIONS W/ n HV BLADE & HV CENTERMATES �1 -�2.aDa'M°x.l- I.Kn-AST!/A-653 GRADE 40 lIN. VARIES 1 LE..G-60 GAL'STEEL W 2 V...743h INTO METAL STUD WALLS METAL STUDS AT 16"O.C. j ------- 0 6" Z. W'W -J 1/2 1 // 475` 3E * GENERAL LIMITATIONS AND CONDITIONS OF USE 1 f4"o NOMINAL / ALUMINUM SLEEVE I t FOR BERTHA HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY (,l 3/ra 5 1/rx O-ass THICK .( 43c 1 43° SYSTEM INST ELATION TO METAL STUD WALLS CONi.GALV-STEEL TRACK LHAhNE1•,®6"O.C. ®6.0-C.^. ,1 1 ASTM A-653 GRADE 40 I6n.G-60 1 T-1. SEPARATION ,TO GLASS SCHEDULE n 3.00D" GALVANIZED FASTENED TO STUDS ; I 1. MAX. A.S-D. DESIGN PRESSURE RATING: +75, - 75 (psf) ✓•i M. W/(2)16x1/2"TEX SCREWS ON I EXISTING FINISH 39 1'I' ' �� 1 INTERIOP&VaERIOR FACE , AS APPLICABLE a 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM 1 ASTM E-1996 SEPARATION - 43. LENGTH + 1 MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING GVSS (SEEOSC EDP) 1 i ' /'� N 1 THRU 3 43 1/4"18-2OX3" BOLT -CT �4J�) a 4. ONLY#(2) ENT ERMATE 21 Wf 24 HV LOCK ARE ALLOWED 1" MUST PENETRATE 43c 1" WITHARRANGED A SY METRICAL LAYOUT. USE 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" EXSTING FINISH 4 ' INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF t.373' i 3/4'x 6 1/4'x 0.035•THICK M:L 1 r I COMT.GALV.STEEL TRACK CHANNIEL,I 1 S APPLICABLE ,i, ,i I CENTERMATE. @ I .250- r - .osa• ASTA A-653 GRADE 40 Min.G-60 CALVAItIZED FASTENED TO STUDS ! W/(2)86x1/2"7EK SCREWS ON i L 43C RaMOR At EXTERIOR FACE i ;®6'O.C. ®6"O.C. N 1 f 4"a-20 THREADS % p k k BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C 1. 470 ELCO CONSTRUCTION 12 38 CENTERMATE 21 APPLICATION WITH BLADE lD PRODUCTS FAR-LOK HD ,6"x t 1/2"x 0.035"THICK w ' vPRfES ® 636 0-C- Wi ASIM A-653 GRADE 40 COMPONENTS MIn.C-60 G L°•s'EEL '" MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16"O.C. !!.fi- -{ EXISTING FiNLSN AS APPLICABLE SCALE 3f8"= 1" t(IYP.TOP&BOTTOM) 1 3 4-x 6 1/4"x 0.035-THICK Min, C. GAJ-V.STEEL TRACK CHANNEL, =EXISTING GLASS _ _ _ _ - - 1 I - - 1ASTIA A-653 GRADE 40 Min.0-60 GAL—ED FASTENED TO STUDS I W/(2)Q6xt/2"TEK SCREWS ON 'y ,' SYMMETRYCAL SYMMETRYCAL I +: MIN.SEPARATION VARIES I 43r7 43b 43c;__ ;•„ ; I I 1 CENTERMATES W " ; TO GLASS 2 ; INTERIOR&EXTERIOR FACE 1._ :-r: I ,. CENTERMATE W/:. '; I SEE SCHEDULE) M°x. I —�:: -� I -- i •;EXTERIOR ACCESS SIDE { ; :.INTERIOR ACCESS SIDE :: 1 11: 1 6 (TYP.) IN B"Min.)I r ( ---------------------- ------- ------------------------- ----------------- --------------- - ----------- _ _ T--- ---- ----------- ------- ---' a ----------------------- ----- ------------- ---------------- --- -----------'---- ------- -- -- ----------- -----_ --_-- _---__-_ �1 2)42 - j - 21 \ _ 2 1 121 - 2� I LOCAT D AT(2 --\i - ----- - -- I - -_ - - HV HEADER/SILL ENDS VIEW Y -- -- - - - -' -- --------- ------ - ' ---- ------ L(4 , 3 or Min.) 24 SIDE CONNECTION TO TRACK �l 1 2 3 1/4'(TYP-) 6 1/2"QYP-) I 7* 1 �- 7- 6 1/2"MAX.SLACK ** (cant.) _HVA HVB BLADE SLACK DETAIL HVF i VC FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone' 11j1 Et 0.TIQ/T�; 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. � _ BERTHA 'IVTIA G19 d L E C O N A.S.S.A. Accordion Shutter System 0 Itv BLADE#1 w/OR w/o H.V. WINDOW BLADE j, // ,-pl•� 'df TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems i EV.Nc DESCRIPTION DATE DRAWNBY: 7 6355 N.W.361E,SL,Ste.305,`ARM>. Gkmm,FL°RIDA 33IN Association, Inc. , OLD 15-085 7/27/1 DATE 07/2 /17 '-a=•• CTBTIC()F 4.10 Ph—:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 _ F p 1t DRAWING No ._MoA: West Palm Beach, FL 33407 a d�'"'•.�oil���,.' 1 Ilt' EB-ODD5719 17-107 WALTER A TILLIT Jr.P.E. 4 'qq yy FLORIDA Lie.8 44167 S SHEET P.E. SEXL/ ATt7 E'DATE 6 -- ---20 OF-20_