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HomeMy WebLinkAboutProduct approvals, accordion 'File COPY f • o"��. ­fO E COMPLI w BCIS Home`Log In User RegistrationA Hot Topics Submit Surcharge Slats&Facts - Publicaho BCIS Site Map Links Search Rota S,To AL CIE COUNTY Product Approval /q� //�/I USER:Public User BOCrq � / Product Approval Menu>Product or Application Search>Application List>Application Detail f 6/ ���llV// ` s FL# FL389-R9 RECEIVED Application Type Revision Code Version 2017 SEP 2 2020 Application Status Approved Permitting Department Comments St. Lucie County - Archived r ; 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 [rodriguez@eastemmetal.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 r✓ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tlllit,Jr. RE, the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Tnstitute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 0 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).POF 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 I i Product Approval Method Method 1 Option D 201718 Date Submitted 09/ / Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/1212017 Summary of Products FL# 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 Ei]89 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 FU 389 Ra 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 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 29"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 ItY Act:ordlon Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 10 (Non-HVHZ?-Dnv9 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ No RICAN SHWTER SYSTEM ASS -L Approvedi for use outside HVHZ:Yes INC DRAWING 17.107 BERTHA HV ACCORD3ON SHUTTER Impact RestsUmt: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 Thrd 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. rt 389 RR AE AMERICAN SHt TIER SYSTEM ASSOC A.S.D.load for 14V blade for Keystone mountings 7'-0"p.s.f. INC. DAMIN t7.107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f,.for HV1A REPORT.POF 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 I Y Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(tap COMBO-(Non-HVHZ) Drwg 17.106 and bottom)for storm protection Umits of Use Installation Instructions Approved for use In HVHZ:No FL38 RQ 11 AMERICAN-SHUTTER SYSTEMS ASSOC.INC. Approved ferruse outside HVHZ:Yes DRAYJIIIG 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST:PDF Design Pressure:N/A Verified"By:American Test Lab of South Florida Inc. Other,Large misslle.Max. 161-0"span at 30 p sif ASD load Created by Independent Third Party:Yes for Blade 1 and l8'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R4 AE AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT,PDF Created by Independent Third Party:Yes Q Nee? C nt r ;;a601 Qvnir�r.n�+Rnne.Talri,hm�xn R i?399 c�inn�y�Sn-6flt7-2A24 . The State of flomb is an AAlEEO employer.etoy"ht M)7-7433 brat,ofRMtra.n pm rY srntesar+u::Attesstci:,ty 5t r,.ment::Ref—d 5141cmem . Under Mridai tmUv,emati addresses are putue remr02.It you do not want your a-ihod a4ams reteawd M moome to a pvOric-+amrdx mtuest,ao not ssnd cleRromc mail to Wt fs cc*:Instead,cantast Uto onim.0 Wine or by Waitlapal mait;If you hwo any Cuesuors,prcase contact 850.407.1395,•Pursuant to SeCWA 455.2750). Florida Statutes,effeett a Cctooac 1,2012,t4wsaxs IQnsed under,Clrapter 455,p:-1,m st prnv d,the Department mRh an em4a address it they tw-e are.Toe emaas pmvtde4 may be aced racWiQ&1 cornrrusara Wn with UAe.tceram ttc�email ozar=rt are vvBile Mime.if you da net Wish to suvVy a persolal:duress.please provide the Deparunegt wet an email ddaras5 Which Can:be ma4e ava'W tite to the puma—To del.munt:you ere a ta,--mee uncer Chapter 455.F.S.,pltau uhk" . pmdw=ApprR"l Arxs�pts: I GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING 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&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES n1 & BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(.(AS.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 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYMI'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 SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: . TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE OO J0214.01-03,80715.0t-03,gtG04.01-05,#1214.01-05,#0317.02-06,00609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1885 AREA 2: HV BLADE(11)AND HV WINDOW BLADE hA� AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201, 203 &203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE -HV WINDOW BLADE ©00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1, 2,3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2,HV BLADE AND 11V WINDOW BLADE ® ARE ENGINEERED TO WORK IN 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 N.V.ACCORDION FINS (W SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14z2.75'AND#141.750 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 CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3, MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 6Oa5-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k.1 MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE OO : 12,13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE( & WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 1B 8.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT S6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT Q5'458.179 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 WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUNTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE In ONLY CENTERMATFS AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. 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 t709A.2 OF THE FLORIDA BUILDING COOS 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13,(a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE 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 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 REESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1t111�F..•• �l � 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HV Accordion Shutter System 7 I L E C O .N A.S.S.A. Ii.V. MADE#, w/OR w/o ItV. WINDOW BLADE American Shutter Systems Ev.N DESCRIPTIONAT DRAWN 0Y:/L.. �$�f{ TILLIT TESTING & ENGINEERING COMPANY Assocfatton, Inc. 1 OLD 15-085 7 z7E 1 DATE: 07 2 n `3 5355 u.w.3etn.St.,Sty.305.HRCIM WDENS.FLORCA 331E � --=5p t► PIt-:(305)e71-1530.Fa=:W 4268 Westroads Drive z 05)871-153, DRAWING No :t •:,�VLiLv`:"\�1tt e- 0:tilt...M.I.- West Palm Beach, FL 33407 3 17_107 EBt 4 1VALIER,1..0067TILUT Jr.P.E. P.E. S�l~RttSiFiNA'�URE/DATE FLORIDA Uc. 44167 5 SH'ET OF 20 C3 o FOR wwocx e u es VARIES 1.918' 1.4 ' N hh .200 �;1• o o Max. 1 ' o C col \ R .09 Ci Z 4.371' m654. i 6.385' I 059 �,p_, 4.657" 4.999 „J\�C,. HIV 90,(180' STARTER HV SOLID BLADE a A•' COVERED UNDER US PATENT # 54581 9 3�HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ OQUALIFIED FOR USE W/ HV BLADE 1O HV DIRECT MOUNT HV BLADEQi 1A W DOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER •SEE LIMITATIONS 0 USE OF BLADE ® N SHEET 19 ALLOY 6 3-T6 ALLOY ANN�D TEMPER ;1P4- r m 6063-16 OY AND TEMPE 3.226' 1.SC0' - `.. o O85' :ol% 670' 2'670* ' 3.556' .994" 2,226' 72 N o0 842 .o 4.897' c/ w o 27 I m .B75" 2.092" ^ , r. IP 4.436" 12' H 1.375' -0.972" , -a.22e;- D.o72' O HV ADJ. ADAPTER 9z0 W/L - / QUALIFIED FOR USE 14/ HV �HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE QUALIFIED FOR USE W/ HV �HV TRENCH TRACK 255' 3.750" 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE 1V/ HV 6063-T6 ALLOY Ago TEMPER BLADE01ONLY. C HV RAINGUARD BLADE U J 6063-T6 ALLOY AND TEMPER QUALIFIED FOR �E W/ HV 6063-T6 ALLOY AND TEMPER !2 VNiIES ^I 1936,. BLADE i 1" L915' o VARIES 1.936' 6063-T6 ALLOY A D TEMPER Man pY, • 1.917" m 8U�,YR 083' o .093"083" 083' .100 '�3' .12 .060' O60o 'vi o U93".0606701A i l 670 1.686'.520' I I 3.529' I 670 0�7 1-1 HV CEILING HEADER 1 HV HEADER/SILL 13 HD CEILING HEAD L 3528 OUALIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ N BEMPE(1�ONLY O 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 1 W S SEE SECTIONS FOR VALIDITY:- SEE SECTIONS FOR VALIDITY. Q ALIFIED FOR USE Pl/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE( ONLY. 60 3-T6 ALLOY AND TEMPER III COMPONENT A B T1 T2 X Y I. MN%N.N Y MN t y 2' 0.125' 2" 5"MAX. I/8" I/8' 3 3" 90' 1 18 2" 5'MAXI 0.192' 0.192" X 16 SIDE ANGLES ALUMINUM ANGLES fJ CORNER POSTS 19 2.5' 7"MAX.NAX. 0.190" 0.190' � QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(2) QUALIFIED FOPR USE W/ HV II BLADE 1O 6063-T6 ALLOY AND TEMPER BLADED ONLY. 2" 5'MAX.I 0.139' 0.131" 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER II 84011' o FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. + a 'Q;�;= BERTHA TM ti�c�nrsF 9 1L E C O �H�. A■S■S.A. Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE �6 {� !7dF TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: LC. TAT,�r' 6355 t1.p.36 h.SL.Sb.305.YRG u GMDENS.F ARDA 3316 Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 Phoee:(305)871-1530.Fox 305)871-1531 4268 1Vestro0ds Drive 2 O ( DRAWING No +1q` (ORIaQ` ,+� a-moa: 0006aao.00m West Palm Beach, FL 33407 3 17_,107 ��VS�••••••••••••' ��11111 VIAL TER A.OTILL01 Jr.P.E. 4 P.E.;DA.JA)�t� 1/ FLORIDA Uc 1 44167 5 SHEET _ E•A a'%F' DATE 1 6 2 OF 20 4.660' 929' 1/4'-20a1/' 1/4'-20 OIE GAS1 4.576' 45' 2.293' 2.293' .745' I O 0.334' FLAT NERD TKRFADFDCS�ED N"'EL 1/4'-20 SS.N.S. Q E= THREADED DIE CAST y (2 TYP.) o HOUSLCO ErVUa 0 ' BAKED PAINTED GRESS TU.Nno UUJ "fi2' ERASS 0 c 1.325' c 01pry n ` n� c .318' GRASS CYLINDER PLATED)(CTRONE `(CHROUE PWEO) 21 CEN E �' QUALIFIED FOR USE HV BLADE & A ONLY (2� V FLOATING C ga°,,; °s�' 1 1.325 I - �I QUA LOCK HV EGRESS LOCK 6063-T6 ALL NO TEMPE QUA LED FOR USE W/ HV BLADE 1 & 1A ONLY ° �? 302" .8�5' QUALIFIED FOR USE W/ Hv QUALIFIED FOR USE W/ HV �) CO CE T R BLADE Q& ONLY. BLADE 10& 1CA ONLY. 6063-T6 ALLOY AND TEMPER QUALIFIED ALIFIED FOR USE W/ HV BLADE 1 ONLY --1 "250'O.D. 518^ 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC MOLD HEAD - 'S ' 22" _32 MOLOSCREW� 4 045 — � o 1 is & A - .825" v .360'AFTER RIVETING °s �I 1/4"0-20 X 3/4" BEFORE RIVETING S.S. THUMBSCREW 1/4"0-20 RIVNUT* m� *SERIES 9444 p1.Utd0r`UM(2024-T3 ALLOY)LARGE FI?NCE THIN 27 ,� I- 2.79D' 1 , m .822"I SHEET NUTSERT,PART#0820,AS IAANUFACTURED BY AVDEL PLAN FRONT ELEVATION HV MALE "T" LOCK CENTERMATE - ' 4.566" CHERRY TEXTORN,PARSIPPERY,NEVI JERSEY 07054 OR EQUAL �7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQ)ONLY @ HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1QONLY QUALIFIED FOR USE W/ HV BLADE ONLY W/ HV W HV BLADEt✓ONLY. BLADE 10ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 7.917 1. 17' 5 oh 3.161 m .0 3' — d .063' 1v {{ 1 " 331 30 I;� � THUMSTURN .214' �) of .O6} .062" 62 I " CYLINDER OR KEY CYLINDER .214" m' w'to .545" 10 n 0.875'Mm. .125"U... `1 D CEN MA W OCKI G ROD 321 E T T W LOCKING ROD 40 �I °° a =I 16 QUALIFIED FOR USE 'N/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 &5053-16 ALLOY AND'TEMPER 6063-TB ALLOY AND TEMPER , � HD CENTERMATE'S INSERT �� m S VARIES. 12"MIN. QUALIFIED FOR USE W/ HV BLADE)& �A 1J4'P-20 P-74 1,130 6053-T6 ALLOY AND TEMPER THU.MBIURN ETA, 46SCREWS. t1/2' CYLINDER ( 0 D° A it OR KEY 1.57 tan. CYLINDER 1,78"1.,-, S LOCKING RODS —114'0 34 HD LOCK 75'm QU LIFTED FOR USE W H BLADE[7) �6: HV $,�A"0_16 ACETAL HV 1/4" 9-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6'ALLOY AND D TElAPER C% SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & A �5 IN ILLATION WILL REQUIRE A 7/16" HOL THUMBSCREWS O 'V LLE AT TRACKS FOR PROPER EMBEDMEN QUALIFIED FOR iyf HV BLADE CJ QUALIFIED FOR USE W/ HV BLADE 1 FLONDA BUILDING CODE(Hon High Velocity Hurricane Zone 111P�� GENry i e2017 CO,INC. ©2aBERT METAL HASUPPLY,T0. `!l A S S A■ Accordion Shutter System IL ECO �H,. : 7 H.V. BLADE#1 W/OR W/O H.V.WNDOW MADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems XV.No DESCRIPTION DATE DRAWN BY: L.C. 'C St.5: fi355 N.W.]61h b.J09.YIRGL�OA GAAOENS,FIOROA J]I6 Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 ,n STATE OF s`� phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 O r� �N a -mmn:La14=mamP'•wm West Palm Beach, FL 33407 3 DRAWING No COR14P:',tic+��� EH-000671s .T J +•-•V(1••••'••`••" �.� 141 WALTER A.TILUT Jr.P.E. 4 ��1 O/ P.E. SEA �ttlA�j�JRe`DATE FLORIDA U..Q 44167 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR I 3/e"o HV In HV 941 1z^MIN. cE .0625^ 70 ELADE7 P ' .1875'+`I—^_._._.___. O 40 NDOt+BLADE HV BLADE 1 -3 i I+ i U .0625 .0625" FN WI .0625' ® HV BLADE 1A 3 !I ® HV LONG RECESSED NYLON BUSHING 390 tl "7 KNUCKLE BLADE's "0 QPCNIN .0625"�I 1805a625' Y1 4Y N ( ) 3O9 HV SHORT RECESSED NYLON BUSHING I � 43 ill a o FLAT PORnaN I A1.7soy� ® HV NYLON HAT WASHER ' ©OR ® �!N ;, a oa t 3 so' - ® Zn HV WHEEL CARRIAGE A SI 302-303 SERIES r� I I ^_49I' 40 i l i n X ���ax.87so' x 0,870"x3/16" THICK NYLON WHEEL. I I F- N 2 7/8"MIN. HV WINDOW CLEAR o3.00 U.188"O AISI 302 SERIES S.S. RIVETS 1 SEPARATION 3.7500" ( I _; BBBLADEN .4" -0525" * N-5 NTER crcnaN r-r 4O2 HV 1 3/4" ACCORDION PIN W/ �j8 HEAD EXTERIOR I(; OPENINGS ON CENTERS•�c .7500^ ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 3` 41 �47,5"��l I I I C2 1E1//a' nrrrnioR r;cvAnou 4 BET'/EEN TYPICAL HV WINDOW BLADE (11A AND ® POLYCARBONATE IMPACT RESIS WI TANT HV WINDOW I .a s� 39 i 3 POLYCARBONATE HV WINDOW DETAIL _ OOR ® f ® or ®3 N.T.S. %E NOTE FOR I I I f REQUIREMENTS) i FOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12"MIN.CLEARA CE RESINS, UV-STABILIZED GRADE OR SABIC To Buw-BOT INNOVATIVE PLASTIC LEXAN 103 RESIN * :IKNUCKLE FOR o� I —�-1 (SEE NOTE F„ ON SHEET 19). V 1 ��� (D OR o s (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR ` 3 c�NC, i'i ® i i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR i i EXTERIOR POLYCARBONATE SOURCES FOR HV 1® BLADE, TYPICAL, SHUTTER ASSEMBLY TTPM PROPERTIES ST� `�LT /�� N.T.S. HV PIN 42 OR 43 AT REFERENCE "'0O"`e� �•"� (2) HV PIN ® MAY BE USED IN LIEU OF (D AND ONLY AT EXTERIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iO 40.324" (SEE NOTE* FOA sREcuc cRAVRr rsrN 0792 D.0.31n7; 0.043 S/d BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 1 L''J` REQUIREMENTS) .04&�— ® t Tu+amE rmD srREcsrN w-.tu Dfisa 9,acc p.�. 9,Sao p.s.l. TYP. FUN RAL STREWTH AT VELD ASne D790 12,500 p..J. 13.4co p.,.I. (3) HV PIN © OR @3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER wc 0 5 li 1 I uMl u0IXRU5 AMD790 340,000 pa.1. 345.000 p.,.l. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� `� it I NPACc SHEET OO Nmn En zcD ASA D256 18 FI-�pM 17 Fr-15m/ i I I j FlRF WHEEL CARRIAGE DETAIL S"OKE DENs+n ASW 02843 472 z 64.5-MA% N..s. ASSEMBLY LAYOUT SrU`IIGNMPATE ONuRvwC ,�0 929 ow-F e6o CLASS n..s. YGd0ff8f8G: ASR.1 C755 TENSILE SiR2 vm AFTER VIEMEFINC ASTM B38 93D2 p.,J. 8840 p.,l MHV BLADE SOLID & 4-A HV WINDOW BLADE DETAILS m+SaE STRESS BEFORE AFATPFAINc I 0. 638 8461 p.a.i. CUD p.0. N.T.S. 1II1++�7FFau.�,`''< FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ®2017 Ei1.STERN METAL SUPPLY, INC. \GENS `'9 02017 TILTECO.INC. BERTHA HVTM F''•, A Accordion Shutter System .S.S.A. �p H.v BLADE#1 w/OR w/o H.v. WINDOW BLADE %•. ixsA.rr� American Shutter Systems REV.N DESCRIPTION DATE DRAWN By. LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc, 1 OLD 15-085 7/27/1 DATE: 07/27/17 Cnn 1355 N.W.367 SC,Ste.305,MRCBBA GARDENS,FLORIDA SST6 4Y68 Westroods Drive 2 s5 ••• , `�6 11--- Phone:(305)871-1530.Fox:(305)871-1531 DRAWING NO+ NAL �� 11 a-m R:t6teca0o 1—nn West Palm Beach, FL 33407 3 ES-0006719 a 1 7—1 07 ♦rsrl' WALTER A.TILLIT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.Ifsa167 6 SHE 4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES a B c c 9 u N s i D I ,,rr��p°�' S 1. MANDATORY CONDITION it: ONE HV LOCK®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN EL. OR 12'ATI ABOVE OR BE OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INST TIONS AT ANY 1 ELEVATION. HV LOCK or MAY BE USED.AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO VI OR� 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 TYPICAL SHUTTER ELEVATION. 16 120 4 O.60), 5 2. - If}ON!t: IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR 2� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL SHALL BE AS INDICATED-ON NOTE(1) ABOVE 1 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. oaQ 3. 12 MUD ONLY WHEN MANDATORY CONDITION 41 OR LIM11TED MAN 19 I 1 ED W O H.y J LOCKS) LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 3 OR AN ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION /2: ONE HV LOCK v SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 ar®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, D (� ° ATTACHED TO a CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS(5 AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xoc�xv� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. v ® aV aNso:�5 �oi5 5. FIR FJY CONDITION 01 VALID ONLY FOR W I OC�go W/SYMMEMICAL MATES ONE ALTERNATE HV LOCK �ff MAY BE USE IN LIEU OF HV LOCK or FOR ANY SPAN AND $S�FSG �,.� INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK b MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT T � x��y'3 Oc^ OF 1/4"0-20x3/4" S.S.THUMBSCREW TO�&OR @ CENTERMATES SHALL BE MADE VI/ 1/4'0-2ox3/4'ALUM. xQ,o-��— "' xooxoo-xyvD o RIVNUT AS SHOWN ON SECTION HIVE, SHEEP 8. ONE LOCK SHALL BE USED A7 1/2 OF SHUTTER SPAN OR TWO 4; LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION !!; FOR KEYSTONE MOUMYTI G INCrALLeTONS• ONE HV LOCK @ or 0'or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE END- M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ SEE EN TI OR 03 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 10& a TYP. FULL *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 UNW�IED niDM CENTERMATE �ONE ALTERNATE HV "T'LOCK MAY BE INSTALLED IN LIEU OF MN LOCKS 0 OR Q3 FOR ANY SPAN AND ���DRG��DR�G61D. y INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK @_tAAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK i@ INCLUDES USING REINFORCING LOCKER V, AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10,C9o't©•U?f0.° CONNECTED TO CENTERMATES @ AND @ Wf 1/4'0-20 x 1 1/2"LONG S.S. THREADED BOLT W/7/13"0 x 3/32" ^ YNNGNUT OR W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4"0x 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ©+lam•��.�j°rt©• ]�+��@����- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @TOP AND BOTOM IS MANDATORY. C5).®w 1.•©oR®'0- 80•08°+1s•�GR1s•C°R@•� *NO LO C E M ES• 1, ONE ALTERNATE NO LOCK 3� MAYBE USED IN LIEU OF TYPICAL If) HV BLADE SHUTTER ELEVATION .LOCKS(b OR(2S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 341 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK 4 TO 0 IS 5Y/3#8 x 3/8'F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS O�,IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE( on High Velocity urricane one 11+ Q�•,,..•••,.,,• ��`L` 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. +' BERTHA HVTM AS S A„ Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V. WINDOW MADE "9' ��;• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,H DESCRIPTION DATE DRAWN By. L.C. Association, Inc. I OLD 15-C85 7/2711 DATE 07/27/17 0 • n �y `1' 6355 x.Cf,36:h.S4,Ste.]05,NRGLNA WOENS.FLORDA 3318 /` .U-dT, + Phane:(305)871-1530.F°x:(305)871-1531 4268 Westroads Drive 2 DRAWING No s .,,, �� A++ a-m°a:Ote°°oaa.°om West Palm Beach, FL 33407 3ES-C '7_'07 S�aNpL� ,,+++ WALTER A.711. 9r.P.E. P.E. SEALj51GIVA URE/DATE FLORIDA Lie, aa1D7 6 SH5ET OF 20 NCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED 1/4'0-2Ox3/4"S.S. POURED—� CONCRETE SHEET 13) 4� ' CONCRETE ANCHORS MACHINE SCREYlS CONCRETE REQUIRED rCR (SEE SCHEDULE ON W/ 1/4"-20REQUIRED CONCRETE ANCHORS � i 17 18 SA cEY5108E(SEE t100NRN0®ON SHEET 7) f SHEET 13} NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) If4'0-20x3/4"S.S.--_ ED EQ MACHINE SCREW EO ED USING 1/4"-20NUTS Ij 19 r I 0 12' D.O.250"Mox. -- 13 DR )5 13 OE. 5E. O. / ` I .250"Maz. / zM i\ 1— I OPTIONAL I II i-I { ;� `OPTIONAL i i' f ! � g999 IF TO MAP= 11y n5I MR c�LE m I I 1 OR (7�p W I EX'STING� MIN.SEPARATION TO GU55 I 1 al 9@fT t9 Fai 'I I `-' I 1 GLASS (SEE SCHEDULE ON SHEET 11) EXISTING I &Q I MIN.SEPARATION TO GLASS I 1 CLASS-- I —SEE SCHEDULE ON SHEET 11) EXISTING I I I I I (:A) HV WALL HEADER INSTALLATION GLASS-4 I{I G HV WALL HEADER INSTALLATION � i (.) HV WALL HEADER INSTALLATION + KEYSTONE EXISTING I i LAIN.SEPARATION TO GLASS GLASS Vx gpAq .1 I 1 �� I I I i I �1 EXISTING_; (SEE SCHEDULE ON SHEET 11) OR 1 TO tUss(5>•:E i I I 1 � MIN. SEPARATION TO GLASS ' I GLASS I I wanxa av s,EtT `1 11 i—(SEE SCHEDULE ON SHEET I I) 11 I I FOR eVAE(D d Ih I a!SKFPT 19 rat ' �JJ t Ili I BAOT-sT&Q it� " EXISTING GLASS OPTIONAL I _� GLASS—, III� I� ; �I ,/E'D;• �: I � i i i i tf4. / ' I OPTIONAL f f 13 aR 15 E.D.-r i i i i I' E0.' v 1v �I i i i ,1/2',� EO E. 13 OR 15 2-1 � _14 I _- _ 1/4"C- TRUS"S.S. \PHILLIPS TRUSS HEAD / S.S.PHILLIPS EO EO I , rl, 4CONCRETE ANCHORSh1ACHINE SCREWS USING L' TRUSS HEAD hfACHINE SCREYlS fCONCRETE ANC 17 OR 1 8 1'•j 1/4'-20 NUTS 0 12"O.C. (SEE SCHEDULE ON W/ 1/4"_20(JUTS 0 12"O.C. Nin POURED CONCRETE SHEET 13) (SEE SCHEDULE ON SHEET 13) " 'f /' OR CONCRETE BLOCK POURED CONCRETE i i REQUIRED OR CONCRETE BLOCK 6NCRETE ANCHORS WALL REOURED CD) HV WALL SILL INSTALLATION (SEE SCHEDULE ON GF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE FLOCK WALL REQUIRED U HV WALL SILL INSTALLATION HATE FOR COIABINATION OF SECTIONS: INSTALLATION / DETAILS W 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E. D.=EDGE DISTANCE ♦ SEE LIIATAT7DNS OF USE FOR �� H�/`, BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE CA, SHEET 19 IN A14Y WAY TO SUIT ANY INSTALLATION. /0°�/ is 11L FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �h,,�:''�,\GENS'F••.,��= 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTIA .4 7 Accordion Shutter System1L ECONA S S A H.V. BLADE#1 W/OR W/0 H.V. WINDOW MADE American .Shutter Systems REVe No DESCRIPTION DATE DRA1'M BY. LC. TILL IT TESTING & ENGINEERING COMPANY _ Association, Inc. I OLD 15-0e5 7/27/I DATE 07/27/17 O R�ioP `. 6155 µ.Yt.36•A.St,Sle.'A5,VIRGtNIA GARDENS,RORIOA 3116 4P68 Weslroods Drive 2 ......... ,- e-r Ph—;(305)871-1530.Fax:(305)871-1531 DRAWING No S7�1 .A�c�L�? ,11 a--R:tllte-Cool.— West Palm Beach, FL 33407 3 0 yY" ,r! EB-0006719 7� 07 �`frr�1° °r•� 4 WALTER A.TILUIT Jr.P.E. FLORIDA Uc.Q 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 6 OF 20 CONCRETE ANCHORS 1 MR SFPARATW 1 I 11 p,� ' 1 I I i MI.SEPARAnOR I { CONCRETE (SEE SCHEDULE ON SHEET 13) TO BASS(SEE I r I 1 OR .J EXISTING 1 i0 0 I 1 I 1 RECNRED SCIED"ON s+<rrr i'(SCC 3CHEDUIB LN L�'1-.--. EDGE OF In4 SW 199 FOR GLASS—{ lcv.smuutaN i I � i SHEET 11) IiY! ro cuss 1 e I III 1 AEDIIE BLE EXISTING t�lXsm�`d r(s1E SaTusC 'a i ' 1 B CLASS Hq Ir 11 ALTERNATE ANCHOR 1 1 EXISTING� LOCATION I 1 #100/4"HEX WASHER HEAD / i 11 cR 13 DR 15 _ 3/6-mxIEK SCREWS® 12"O.C. i $ 4/�j' ' / /f EDGE OF l 7/ ILY. CONCRETE ANCHORS %f.- APPLICABLE LAB IF H 1 6 7 (SEE SCHEDULE ON SHEET 13) I; , ,�E� /'I —EDGE OF H�I _� i .J i II( / // / % / '•: /.' SLAB IF EXISTING ' EDGE OF i -'/ I 1' iJ /i✓ / f; f f..' /J J APPLICABLE GtJSS 13'1 It I SLAB IF /;://, 2 " �'! OF �r `•'% : SLAB IF - APPLICABLE '. C ' /J , POURED APPLICABLE POURED / . D. CONCRETE FLAT HEAD CONCRETE ANCHORS -!Sa,mME SHEET POURED /// CONCRETE (SEE SCHEDULE ON SHEET 14) S FOR BILE mA:ro I ♦ f;i,1/-' %/ :'/ :/ REQUIRED REOU4RED aaA�mi® ( 1 0 DR REQUIRED D.•' E.D.` (SEE SCHEDULE ON CONCONCRETE RETE 11) TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. QI HV FLOOR INSTALLATION t OI HV. WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER © HV CEILING INSTALLATION SCHEOULE 83, SHEET 11 IX6Rr1C U.SFPAMWN 1 1 CONCRETE ANCHORS GtAS I---(cam sCLASS s I I I lfN.svARAna+ 1i I 1 (SEE SCHEDULE ON ON SHEET 11) ro clAss i t/a 0 mr 6u1nE11 rAPcoN w/ O ~—f s � i '.I' ' 1 1 'I EXISTING SHEET 15) ADVM4CEO)NREALFow 1 aN sNxr H1) I i 0— EXISTING -1-- TECHNOLOGY OR 1/4'0 PMES 1 a- E)(IGTINS—+ I ' 1 GLASS --i(sEE SamuicCl 5!¢E t) --0 GLASS-1 I FASIEA'Ot5 TMFERt ntaa�!S w/ Imo. 1Hxa SEwPA ro I 1 3/4•UN.El MS MJr 0 6• 1 I -I(SR'_OtEPuIE W t 11) I I O.C.FOR UP Rl 5-0"SPAN"a Q i i i 1 / I I 4.O.C.FOR SPAt1S LARGER TRAY 1 1 I I ; 'r1 1 1 6'-0•UP TO 6'-0•VAX.APPLY TTFII SULMT AT EVERY FASIeQR HFAO I J I I i I I I I i MAX. :' „ H i (rep (M ram T ON 1 2• S 11 3 �D�l #10x3/4"HEX{E.;f).x; I 1 k SHEET It FORR AXOR 1 S / IIML•L T�ASFSERFSD i' �/ COM.S14x3 4" HIX HEAD J 0 12"D.C. / $ i i i i 'i.49 / J r'I' /:f aa y I� I'1 3/e',/ '{ " ;//%�/' 1/4"0-20x3J4.55)A5 TEK SCREWS 0 9-O.C. I CONCRETE ANCHORS 3 1I/ -- $ 7 [ JJE —#14x3/4"S.D.S, j,; _/___ 1/4�J i' %%.'�• OSINO 1 4 e-30 NUTS OR 1/4.0-20 SS,M.S. I '1 - •O 0 9"O.C. 'i/Z ----- 1'11 %'%;'' 0 12'0-Cl i (SEE SCHEDULE ON � / MOx. '••• /• / W/NOT®9"O.O. I SHEET 14) { ' EXISTING NON SIRUCNRAL -------F. ___-__: i/ 17 OR 18 1/2•_L'.._:.1• i/,\/' 17 R 1$ 'r 2,UE.OhfIN. WALL)TPiM(DECORATIVE / .:! EDGE OF / J /' J•.I / '�' SLAB IF L�\\ #14x3/4"F.H.S.D.S. MAN. / APPLICABLE_'I• —.J \; ` ®9"O.C. POURED GONCREIE / 1 7/8".' 17/8� / 'J 1-`CONCRETE ANCHORS "SEE NOTE 13(0) t ` REQUIRED % POURED CONCRETE) (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(D) POURED CONCRETE ON SHEET 1 LJ OR CONCRETE BLOCK OR CONCRETE SHEET 14) BLOCK !• •' DPno)uu� aouReo REQUIRED MQ KEYSTONE�M0UNTR $,6 S j4LLATION CONCRETE KO HV WALL FLOOR INSTALLATION © HY WALL WALK—OVER INSTALLATION MAXAI M A.S.D.SHUInR SPAN B'-D• REQUIRED ( HV RAINGUARD INSTALLATION t ON SHALL 8 NOTE FOR COMBINATION OF SECTIONS; x �REMOVAB THIS LE WHIEN PERFORMED E.0.=EDGE OfSTANCE ADJACENT TO AN OPERABLE EXIT ♦ SEE LIMITATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHtfRER (SEE SPECIFlCATIONS ON SHEET 13) OR ENTRANCE BLADE 1UA ON SHEEr 19 INSTALLATION DETAILS W/ HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (1IFF .—A. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �1� ,••`�•sHl/•• 02017 RLTECO,INC. 02017 EASTERN METAL SUPPLY, INC. SF'••�' BERTHA HVTM *' U• ^' A S S A Accordion Shutter System L E C O NC. H.V. BLADE#1 W/CR W/O H.V.WINDOW MADE '•q American Shutter Systems ��'•, /� 2 TILLIT TESTING & ENGINEERING COMPANY Inc. REV.N DESCRIPTION 'DATE DRAWN EN: L.C. o Association, I OLD 15-085 7/27/1 DAM- Z. 07/27/17 '• •,.• ,p 6355 N.N.361h.St.Ste.305,VQiGNA Ggfl➢FNS,FLORIDA]318 4268 Westroads Drive 2 .........-•-- -(4 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No .- I] GRe:aroaol.Pom West Palm Beach, FL 33407 3 �V/V�AL�[��1HISL E9-0006719 1 7—'07 ' "� Ail/AAj4A WALTER A RLLR J,.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 c SHEET OF 20 SEE END WALL CO C O Q AILSON SHEETS 10 & 18 ,A/ SEE NOTES ON LOCKING RODS 3®,HV LOCKS®orAND 2® OUT 90' I IN j�EXISTING GLASS INSTALLATIONS T., � 1K 1K BLADE SLACK ALTERNATE HVF IISVAUD F ON OR ALL BLADE W HV CENTERMATES CENTERMATES APPUCATION Y7RH BLADEQi OR SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 0 O+O•©eRO+O+18 oR 2'x2'xt/s'a0'-22ev 7' 6 1/2" 7"(6o63-Ts ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE Y!/(2) 1/4'0 TAPCON1/2" CENTERMATES ANcroasroca;1cRETE CENTERMATES(TOP/BOTTOM)& M17J. SEPARATION (4)�'tOx1/2'S.M.S.TO tTUIEJ10x3/4'S.M.S.C 12- I W/ VLOCK 4 or ob) W/ HV LOCK �24�o 2Re ATEACHANGLE. O.C.FULL LENGHT. (SEE SCHEDULE IN 35ON SHEET „) ----------- - — — — ----- — --- --- ------ 5* 1 O , � lO 90• 1 Jt °' ® ®°"1/2^ NVF ° -or J � a HVB our ® � * HVC oR cR 6 7 oR 8 w 10 3 �� 10 15 ca Q+13 cx 1©•1©oR HVA QoR®°R©+OoA OoR 10•13°fl POURED CONCRETE DR EXISTING GLASS r CONCRETE BLOCK WALL 6 7 1 cR 6 7 1 B°x i 10•Q5°R 1©+�3 oR 1 ©cR I REOU ED EXISTING ®"'®'t7 °�� SYMMETRICAL- IN �'O7 '�°R�'�'®°" MIN.SEPARATION^ — — 8 + a°R 9• a 19• 5 �Exlsnn CENTERMATES 6 g oR 1 + 8 oR g To CHED GLASS © O © O I * ©'O © O O'® (SEE SCHEDULE 5 —r—7——©® Jclass HV LOCK 26 OPTIONAL ON SHEET 11) TO GLASS L5 aR 2• ® * 3 —� (INTERIOR) O © O O ©.® MIN. SEPARATION I I! (SEE SCHEDULE` IN (INFENAL RIOR) \ ` ------(----- ON SHEET 11) ( fff "----`- ---------- f/j / OUT "CONCRETE y _ O 1 ANCHORS® c * 1 I 1 16'O.C. If 0- 23 VARIESI 90'-\/'1101 \ * °x1 1_.!�iI , ' 0 U T 6 1!2'L,ax.SLACK OI 1T /_'� */1 (EXTERIOR) HVE `�J HVF** HVD U ��%3y � °°eA, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 f r ©2017 EASTERN METAL SUPPLY, INC. •'•. �✓ 02017 TILTECO,INC. �10ENSF, y BERTHA H1sTl., L E C O I N A.S.S.A■ Accordion Shutter System FLV. BLADE#1 W/OR W/0 H.V. WINDOW BLADE American Shutter SySIems REV.No DESCRIPTION DATE DRAWN BY: LC. i TILLIT TESTING & ENGINEERING COMPANY 'Q o Associat(on, Inc. , ol0 15-065 7/27(17 DATE-- 07/27/17 fi365 N.W.]BtR.St.,Sl<.306,YIRGINW GAROJJS,RORAA JJ1f .<5r •• CncT1nA •_'4 4268 1Vestroads Drive 2 Phone:(J05)B77-1530.Fax:(305)671-1531 DRAWING No (1 \ 11 4-m°11:Lift°°°o°°l.— West Palm Beach, FL 33407 3 -+IVIOAf AI �1�1,11 EB-OODS719 4 17-107 !!'!/!/lxxl L5'ALTER A TILLIT Jr.P.E. FLORIDA Uc.#44167 3 SHEET P.E. SEAL�SIGNATURE/DATE 6 8 OF 20 I ALTERNATE INSTALLATION W/HV "T" LOCK HV MALE/FEMALE "T" LOCKS CENTERMATES Lt8 69) & A LOCKERS at Wj In HV BLADE * V /� SEE END CONNECTION DETAIL ON SHEETS 10 E4 1S INSTALLATION 11J HV`D BLADE OUT EXISTING GLASS BADESACK DETAL HVF, ND„ATED ON SHEET S. W/ HD CENTERMATES ®w®°RO O O ©® /S wELI AS UNIVERSAL iLDA1RIG BLADE WITH t HDDTMN (J 6• 7 a 8�'10• INO.CATa)aN T185 sHEEr,Wr DE USED WITH THu AITERNA INSTALUnoR OETAa HVG SHOYW IN THIS SHEET. SEE END WALL CONNECTION I 10-®��-®°"©•®°i DETAILS ON sHEEis 10 & 18 00 (606}lg A11A7 � 35# ANCH. TD COhT8E1E TIONAL) _Q4 (oynonk) L__________________________.__-.-_-___-_-_-___ (4)JlOAI/a'6.k5.TO NEE i / Jlo,]/4'SIA$.O 12- - 3 (TOP/am U) AT LKN RlGIL Illy) O.G NLL LENGMf. # I N (4)H.V. I N (4)H.V, vN.SEP,PATOfI do _ 30 HV "T•• 1 PINS(TYP.) ]]/A. Plus(TYPJ (SECgaASS C 5 3 LOCK (INSIDE) a FHEET ,i 1 -� - - -1----- •--------- - ---L--- - ---- - --- ----- -Ti ( l 0 5 1 28 29 1 1 1 35 35 BUT 31 op I. 33 31 oR©2 31 oR� 31 aR 32 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (oPncNA*L) SEE NOTE 6 FOR HV LOCK 3�, * W/ 7/8"0 x 3/32" WINGNUT. (oPIIDNAI) DH B—HVB oUT HDC—HVC 'T'LOCK,ON SHEET 5. 30 HV "T" LOCK (OUTSIDE) 28 SYMMETRICAL HD CENTERMATES IC D C NT RMATES H�/V� W/ (Sd+ LOCK (EXTERIO W/ LOCK (INTERIOR) SERFS 9444 ALUd/O:UTA �—* (2024-T3 ALLOY)URGE FLANGE THIN an®a©•Ow®a10•®°° SHEET HUTSERT.PART 11 0810. —10•OS w®•®�•®•®w AS YANUFACTURED BY AVDEL CHERRY TEJOORN,PARSIPPEIIY,NEVI JERSEY ©•O] •©y©.O•®w 07054 OR EQUAL '���•®°°O•©°i (D *SEE NOTES ON LOCKWO RODS®O.0)LOC<S ON SHEET a utt\RRYL R04=G MADEQ MML HDD-HVO R VAUD FOR All CENRRYAIES APPUCAVONS VIH EWE Q HDD—HVD** FLOATING STACK ++1+'%Jir1iAA T "' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 ••''•' ozon nLTEco.INC. m 2017 EASTERN METAL SUPPLY. INC. ;A1 :•�1��NS. ✓�j Y BERTHA HVTM 0.4 7 A S S A Accordion Shutter System . . . . KV. BLADE#1 W/OR W/O H.V. NINDOW BLADE • !% Y TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.NQ DESCRIPTION DATE DRAWN 8Y: 4C. ��•'•. �, wQ' 1Y pi g]55 Nsociation, Inc. i OLD is-a85 7/27/1 DATE: 07/27/17 l O •.• \\ .W.]6111.54,81a.105.NRGtt11q GMDENS FLORIDAFIGRIDA SSte. Phone:(305)871-1530.FGx:(305)871-1531 4268 INestroads Drive 2 S'/� A ' N�V ((1( e-mail:III-OGoleom West Palm Beach, FL 33407 3 DRAWING; ;°07 Fj11T VIALTEE A.CTI0LUT 671Jr.P.E. 4 •AAYrYII FLORIDA Uc.8 44167 5 P.E. SEAL/SIGNATURE/DATE 6 SHE 9 OF 20 POURED CONCRETE POURED CONCRETE ���OURED CONCRETE POURED CONCRETE OR " OR CONCRETE _--, OR CONCRETE ��• L CONCRETE CONCRETE BLOCK WALL / BLOCK WALL REQUIRED I V BLOCK WALL REQUIRED I` �,,i'—" BLOCK WALL REQUIRED REQUIRED i �. —EXISTING GLASS I % EXISTING GLASS 1 CONCRETE ANCHOR /i IXLSTING GLASS i / T7-— `:�, I / II--l2"MIN, /EXISTING GLASS O.C. IAN.SEPARATION / 2'MIN..' LGLASS ,i I / h^PL ScYARATIOAI ' SCHEDLE N(SHEET ( / / Mla SEPARATION 'l/ � I i, i MDL SEPARATION EQ EO TO GLASS(SEE 11 FOR 6-ACEcAND SC TO LO ASS(SEE EEf ! I i' / 70 GLASS(SEE O SCHEDULETOMA OV SHEET 1/16'x3'MAX. ON SHEEP 19 FOR i / 11 FOR EllAI1E EET 1 %�I r�. SCHEDULE ON 51'.r"ET % 11 FOR ETPDE 1QAND (6063-T6)CONT. BLADES Q1& t 1 FOR ET 19 BAN➢ T�� ON SHEET 19 FOR ALUM.CLOSER -HEFT 19 FOR 1/2" ) ON SF11Ef 19 FIXi ELITH R SDE V �`�0&® PLATE (LOCATE 1/2� ` ES IQ& BLADES AT EITHER SIDE LAIN 1 OF(5) I OF®)� I •T USE V OR 2"MAX. 1/2"MIN.Fj �1oz1/z" M.S.s. I ± I ____—___ (AS APPUCABLE)z2"xt/8"x0'-2" ___ __�- 1,0x1/2" Ot 16 O.C. i ALUMINUM CLIP ANGLE ® 16"O.C. I (6063-i6 ALLGY)AT MIQHEIGHT `/1 (1) #10x,/2'S.M.s.TO®& I WALL AT 10C1/4-11 TAPC N(LOCATE ATTOSEE OETAIL FO � EITHER SIDE OF®) O OR SIDE CONNE ION DR ®� SEE DETAIL XFOR- DR ®� i TO T KS SIDE CONNECTION I)+I ®°'©• 70a BO°'f0•®� SEE DETAIL X FO 4 6 7 a 8 10• 3 ®a,6. 7 w8 IO•Om TO TRACKS m n 6 7 0.B n10•On L,DO®E'©•®a©•®m S1DE COO NTRACKS f0•®�0 O 0� 10��5°'©•®_©•©°' 10•®n©•Q3'©•©°' ©.O.©m©•O7 •®m 6.O•©a©.O.®„ © On0 ©n0 Om®® ©•@-@.@-@-@°'0'® D NNECTION IL(5 END CONNECTION DETAIL END CONNECTION DETAIL 1� END CONNECTION DETAIL 02 h REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' �-POURED CONCRETE OR /4 CONCRETE BLOCK WALL EXISTING ,q h EXISTING GLASS REQUIRED GLASS 4 `/ _ I !5-�4AP.ai (}ioxi/z-S.M.s' I II y�� �'' ------------� L..------- i ® 16'O:C. V —_- —/fir__ ___ - ©OR®OR �)OR /•' TO MASS(SEE lRN.SEPAW+TICN a % SCHEDULE G`I S-EET % \ TO GLASS(SEE __ 11 FOR BLADEOAKD CONCRETE ,= �,1/2'MIN. SCHMULE ON SHEET • "' ----------- -L__-- _ / Grl SHEET 19 FOR ANCHOR® 1 11 FOR BLADEOAND SHEET 79 FOR 4 _______ QORQOR00R@ CONCRETE FADES (9 12"O.C., �BLADFS Q&® _____ _ pR� ANCHOR i i /EO I ® 16" % 1/2"MIN. I O.C. -- yjr- �_____ L % -----..---- : EO I lOR®OR(BOR /� ;'2"MIN. .! ♦ SEE L1htITgTIONS OF USE FOR �.! ������� y �'2"MIN.,• s/'l BLADE 1�ON SHEET 19 0 OR OR�pR(5OR@ VIEW 5 �'// 1 OR ®' I PLAN DETAIL X L POURED CONCRETE OR ®a© On1D ,Q. ©. ©. END I S ALLATION CONCRETE BLOCK WALL REQURED � ,o4®a®•OMB•©m ©-0.0m0•07 •®^' 1 HV BLADE OR 06 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� O ®M® ®n19'®°���+ 'e NNEC 0 DETAIL© M0.0 FLORIDA BUILDING CODE(Non High Velocity•,v ^ 9 Y Hurricane Zone `llll�•,.••; c '••.,• S L+2017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. c SF 9= BERTHA HV TM L E C O 1 N C. A■S.S■A. Accordion Shutter System H.V. BLADE#) W/CR W/0 H.V.VdNDM BLADE American Shutter Systems i TILLIT TESTING & ENGINEERING COMPANY Y Ev.N DESCRIPTION DATE oRAwN er: LC. Association, Inc. OLD 15-085 7/27/1 DaE o7/v/n 0�'•, �t 4, 6355 N.W.36N.5L,Ste.305.11RGM GARDENS,FLORIDA 3316 _ ` Fhone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No $1 u•••••••Q`^`1f1L11 e-mcEB`T00067191.com West Palm Heach, FL 3340E s 0NAL�`.,1� 1.IALTER -0067 Jr.P.E. 4 17-1 07 inrn+" FLORIDA Ue.g 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 - 10 OF 20 SCHEDULE 41 SCHEDULE '�2 SCHEDULE #3 MAXIMUM SHUTTER SPAN'` "L+" OR "L MAXIMUM SHUTTER SPAN* "L+' MAXIMUM SHUTTER SPAN*"L+" rt.. FOR INSTALLATIONS W/ M OR "L-" ft. FOR wS7A anoN LEGEND NOTES. (� ) ( ) R "L-" (ft.) IISTALLATIONS CFNTFRMATB_ © & ® or Qj or INSTALLATIONS W/ W SYMMETRICAI M CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H,V. LOCK ® Or ® Or Or 1 & &)W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA E 28 29 W/ ONE WJ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C, D, E, M. N, 0, P, 0, A.S.D. DESIGN PRESSURE RATING. ® ODS MOUNTING F. K & L R. S, & V. HEI T" LOCK 30 W/TWO L06ONG (SEE NOTES t.to (VAUD FOR MOUNTING 11 'V O (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NNTrr1O177P��GG& BOTTOM 16SEE SHEET 7) FLOOR/CEILING G. H, I, 11. J T. U. IN & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONC 29S -K. 1NSTAL"'.'s V CONCRETE&WOOD MOUNTING VAVMUM wvaMutJ INSTALLATIONS w um CONCRETE & fA AsO.Dmcr! wPRE DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A.S.O.PRDESIGN DETERMINE MAXIMUM SPAN SIG FROM SCHEDULE. Y�AI-L MOUNTING FLOOR/CEILING P� V/ALL Llouriiltic PRESSURE FLOOR/COUNG LIOUt01KG P��E MOUNTING R`T°'!c & RAnvc GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE.RATING, (p.a.i.) (v.ac) FLOOR/CDUNG MOUNNYG (P-0 OR DETERMINE MAXIMUM SPAN 1-" FROM SCHEDULE. pe_) M OR-7 C.OR-) FLOOR lAL 1 ML-00 O MAXIMUM SHUTTER SPAN "L+'OR "L-'FOR L J (ft) C-(ft) L r (A) L-- L 6 (I) L-- l 6 (0 L-(IQ FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESSIW-0" 16'-0' 16'-0" 16'-0' 30 16'-0" i6'-0" 30 16'-0• 76'-p' INSTALLATIONS INTO WOOD SHALL BE TINGED TO 105 psi.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND 'L-' 35 14-10" 14'-10" 15'-2" 16'-0" 35 14'-10" I4'-10' 35 15'-2" 16'-10" 40 13'-10" 13'-10' 14'-2' 15'-2" 40 13'-10• 13'-10" 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13--1- 13'-4" 14'-3" 45 13'-1• 13,-i' 45 13'-4" 14'-3- t HV CORNER CENTERMATE R3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN V1 MOUNTINGS 50 12'-5' 12'-5" 12'-B" 13'-7' 50 12'-5" 12'-5' 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W//FLOOR/CEILING MOUNTINGSS:: 55 11'-f0' 11'-10' 12'-l" 12'-11" 55 1V-10• IV-10' 55 1V-1" IV-11, SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-7" 12'-4• 60 11'-4" 11•-4- 60 10'-2' 10'-11" NOTE {�5,SHEET 5. RATING: 65 L7+=10'-10' 10'-10' 1V-1" IV-11" 65 10'-10' Io'-10" 65 9'-5" 10'-1' DETERMINE: _ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 1D'-6" 10'-9" 11'-5" 70 10'-6" 10'-6' 70 8'-9' 9-4 L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 ,a,-i" 10'-1" 10'-4" 11'-1" 75 10'-1- 10'-1" 75 - 8-9" tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10" W-10" 10'-0" 10'-9" 80 1 9-10" 9-10" SPAN 'L+"OR%--"AND MAXIMUM AS.D, DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 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'-l" 90 9'-3" 9-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 8'-9' 9'-2" 9'-10" 95 9'-0' 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Ll MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' 8'-4' 9'-0" 9'-7' 000 8'-9' 8'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7- 7'-11" 8'-9" 9'-4• 105 8'-7" 7'-11' 110 8'-4" 7•-7" 8,-7" 9'-2• 110 8'-4• 7'-7" FINAL MAXIMUM ALLOWABLE SPAIJ IS EQUAL TO THE 115 8'-2" 7•-3" 8'-4" W-11" 115 B•-2" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+ "L2+". "L1-"AND "L2 B'-0 -p"6-11 6'-2' 8'-9" 120 8'-O• 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 5 7'-10" 6'-8' 8' 8'-5" 125 T-10' 6'-8" 122 ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-B" 6'-5' 1 7'-10" 8'-1" 130 7'-8• 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7 WIND ZONE'-7' 6'-2" 7'-9' 7'-9" 135 7'-7" 6'-2• MINIMUM I SPACING. 140 7'-5- 5'-11' 7'-7' 7'-6' 140 7'-5• 5'-1I" ASTM E-1996 SEPARATION 145 7'-3' 5'-9- 7'-5" 7'-3" 145 7'-3' 5•-9' TO GLASS 150 7'-2" 5'-7" 7'-4' 7'-0" 150 7'-2" 5'-7- 155 7'-0' s'-s" 7'-2' 6'-9" 155 7'-0' 1 5'-5• 1 THRU 3 1" 160 C-ii• 5'-2' 7'-1" 6'-7" 160 6•-11" W-2" 165 6'-10" 5'-1" 7'-0" 6'-4" 165 C-10" 5'-1' 170 6'-9" 4'-11" 6'-11' 6'-2' 170 6'-9' 4'-11" 175 6'-7" 14'-9- 6'-9' 6'-0• 175 6'-7" ISO 6-6 4.-,.4'-8" 6'-8' -10" 180 6'-6. 4'-8- O H V BLADE. 185 6'-5' 4'-6' 6'-7" 5'-8' 185 6'-5- 4'-6' 1904'-5" fi'-6• 5'-6' 190 6'-4' 4'-5" -195 6'-3" 4'-3" 6'-5' 5'-5' 195 G'-3" 4'-3- 200 6'-2- 4'-2" 6'-4' 51-3" 200 V-2" e-Z" �'.' 205 6'-1 4'-1" 6'-3" 5'-i' 205 6-1' !v FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 DLTECO,INC. 02017 EASTERN METAL SUPPLY, INC. '�c risF':✓3''� BERTHA HVTM �N�. A.S Accordion Shutter System IL E C O SAH.V. BLADE#1 W/OR W/0 H.V. WINDOW BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRNNN 9Y:MLIGV. L.O. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 AO / A 0-N.W.III-.St.,SW 305.V,RGNIA GARDENS,FLORIDA 3316 Phone:(305)871-1530.Fax 3D5)871-1531 4268 Westroads Drive 2 ( DRAWING No �`((11('•..,,,,,,..''rr�\ Ld a-mail:UltOZ6719l.00m West Palm Beach, FL 33407 3 US` •NV '11 R"7'6719 17-107 14ALTER A TILLIT Jr.P.E. 4 ONAL FLORIDA Lie.®44157 5 SHEET P.E. SEAL/S1G13w6RE/DATE 6 11 OF 20 1 r . . :11/ .._Ii :�• •:: 'r.• • ur JI. 11' ' •: ' r• :il •: •• :il .� .r' • .• • �Y: :Ire Q L: 15T • - m'�ir�mm��a� ' ' " ®m���mmmmm�� •. .'mmm•:;..-,ima�mmmmm11,210 m'm Tm'MI-1 � •. . 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(Min.1'c 3 ksi) ANCHORS SPACING LEGEND - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.re 3 W) SPAN(R) D OFSG7 Ir<G+i<+�P10AlAF RATING .DF�10H hEfAN'E PRESSURE RA (Pd) SD.DESIGN NEWIr.PRESSURE RATING psf) - t/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT,INC.(Min.Pc - 2 kfiT) TAPCON OR - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 30 40 60 75 g0 120 160 205 30 1 40 160 175 190 1120 160 205130 401601 751 90 112011601205 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. /4 12 10 9 8 B 6 5.S 14 12 10 9 e e 6 6 14 12' 10 9 8 8 6 6 THREADFORM TECHNOLOGY (Min.Pc m 3 k,i) 3'-O° 14 12 10 9 B a 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 ALL POINTS SOUP-SET OR LESS f4 12 10 9 9 B B 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 BLUE TAP W/CAP NOTES: U 12 f0 9 e 8 6 7 14 12 10 9 B e 6 6 14 12 10 9 8 8 6 6 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ t4 12 70 9 B 7 5.5 3.5 14 12 10 9 8 e 6 6 14 12 10 9 8 8 6 5 ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0' I4 12 10 9 e 8 6 6 14 12 10 9 8 8 6 6 14 12 10 e 8 8 6 55 14 12 10 9 e 6 6 4 14 12 10 9 B 8 '6 45 t4 12 10 9 6 6 4 J.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 tO 9 8 8 6 4.5 14 12 10 9 B e 6 5.5 14 12 10 9 e 8 B 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO ♦SEE L��nAIlOt6 OF USE FOR 14 12 I0 9 7.5 SS SS - 14 12 10 9 B 8 e 5 14 12 10 9 8 7 5.5 4 ���oN SH:Ef 19 E705T,AND 1'MINIMUM FOR WALLS V7RH NO STUCCO, 14 12 10 9 a 8 6 6 14 12 10 9 8 a 6 5.5 14 12 10 9 8 8 6 4.5 14 I2 f0 9 e 7 4 - l4 t2 70 9 e 6.5 5 3S 14 12 t0 a 6.5 5 3.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 74 12 tD 9 8 7S 4.5 - 14 12 tO 9 B e 6 4.5 14 12 10 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 9.3 7.5 8.5 4.5 - - 1a t2 70 9 8 7.5 5S a l4 12 10 9 e 6 a.] 3.3 NOTES A.1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" /4 12 10 8 8 B e - 14 12 l0 9 e e 6 5 14 12 10 9 e 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHIFT 20. 14 T2 10 B 75 5.5 3 - 14 12 10 8.5 7 5S 4 3 14 12 B 6.5 5.5 4 3 14 12 10 9 a 6 - - 14 12 10 9 e 6S 5 3.75 14 12 10 8S 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTlA C-90) [14 12 B 65 55 3 - - 14 12 10 9 e 6S 4.53.5 14 12 10 8 7 5 3.5 3 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 12 10 9 B 0 - - to 12 l0 9 e 7 5 4 t4 ,2 t0 a ZS 55 4 J 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' 12 f0 865 4 - - 14 12 9 7.5 8 4S J.5 - 14 10.5 7 5.5 4.5 3.5 - - - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. i2 TO 8.S 7 < - 74 1z t0 9 7.5 5.5 4 - 1/ t2 9 7 75 45 - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR'AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 5S 4.5 - - 14 t2 10 9 T.S 5.5 4 14 12 9 7 6 a.5 38'-0" 12 10 9 8 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 B 6.S 5 3.5 NOTES: 12 8S 7 5.5 3 - - 14 12 8 8.5 55 4 J - 25 9S 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCOH.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 12 9.5 75 6 - 14 12 9.5 8 6.5 5 - - 14 12 8 e 6.5 4 - - WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS IS 1. 9.5 65 5 35 - - - 14 12 f0 A 85 5 - - 14 12 a 6.5 59,-0" 12 10 9 a - - - 14 12 10 9 75 4.5 - - 74 12 8.5 7 5.5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11S 7S 6 4 - 14 11 7 5.5 5 3.5 - - 11 8 5.5 4.6 3S - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 45 - - 14 12 85 1 55 a L_ - 14 IOS 7 5.5 6 4.5 - - EXIST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 11,5 85 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 4.5 3.5 - 0' 14 T2 t0 9 Z5 - - - 14 t2 10 a B.5 5 - - 14 12 e 6 5 4 - - B.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VE ER BE FOUND ON THE IXISTING WALL OR FLOOR, 14 105 7 5 3.5 - - - t3 9.5 6.5 5 4 3 - - 10 7.5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MN14 STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON .NOTES ELI &B.2 ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL.STUDS CONSULT THIS ENGINEER 14 11 7S 55 - - - - 14 1.5 9 6 5 4 - - 2.5 9.5 6 5 4 4 - - ) ) 10S 8 5 - - 14 '12 a B.5 5.5 4 - - 13 to 6.5 5 L 3 - - FOR INSTALLATION INTO E(FS WITH METAL STUDS SEE SHEET 2O. 11'-0" 14 12 10 - - - - - U 12 11 7 6 4.5 - - 74 10S 7 SS 4.5 3S - - (C) ANCHORS SHALT.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 B.5 5 - 12 9 6 4.5 4 J - 9 7 4S SS 3 - - - 14 f0 7 - - - - - 74 10.5 7 5.5 4.5 - - - 11S e.S SS 4.5 J.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 45 - - - - - 14 I15 7.5 12 9 6 4.5 4 - - - EDGE DISTAN VERSUS SPACING SCHEDULE FOR ANCHORS, 12'-0' 14 12 10 - - - - - 74 12 8 6.5 5.5 _ 13 10 6S 5 4 - - - 11S BS 11 8 5.5 4 3.5 - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13S 9S 8 - - - - - 13 9S B.5 5 4 - - - OS e 5 4 - - - - BY MULTIFLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOVNG FACTORS. 9 6.5 - - 14 10.5 7 5.5 4.5 - - 11 eS 55 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 11S 7.5 6 5 - - - 72 9 6 45 4 - - - FACTOR 13'-0"toy e - - - - - - to 7.5 5 4 3 - - - 7.5 5.5 a 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER + 125 8.5 - - - - - - 72 9 6 4.5 4 - - - 9.5 7 s 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP HV BLADE Q DICTANCE TNREADFORM TECHNOLOGY MIN.SPACING a 6 - - - - - - 13 9.516.5 5 - - - - 0.5 7.5 5 4 - - - - E D. MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING-3 1/2" MIN.SPACING-3" 3 3/4" 4' 14'-0" 14 12 - 14 10.5 7 5.5 - _ _ - 11 8.5 5.5 C5 - - - - POURED CONCRETE& POURED CONCRETE& POURED CONCRETE& 10 7S - - - - - - 9 7 4.5 3.5 - - 7 5 3S 3 - - - - V POIPim CONOiEIE CONCRETE BLCOC POl1Fm iE WN6ETE MOCK I l.5 8 - - 11 8 5.5 4.5 - - - - 9 65 4S - - - - - ' DO CO MN D.sNCRETE Y M11 ED.,31/2" MN E0.21/2' CN.NCEO•JB'OCK CON E mvBx M.N.EO.•3 1/2'MN ED.•21/2' 7.5 - - - - - - - 12 [96 - - - - - 9.5 7 45 - - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 1s'-0" 14 _ _ _ _ _ _ _ ,JS - - - - - 0.5 s s - - - - - BLADE WORKING 2 1/2' - oAe1 t.0o.s7 1.0 IN UNISONl0 - - tOS - - - eS 6 42' - 0.71 - - - 0.511- - - - - 9 6.5 4.5 - - - - - 1 3/4' - 0.91 .416,_U" 14t0 7.5 5 _ _ _ _ _ 1 1/2 0.35 _ _ _ _ 0.35g _ _ _ _ _ _ _ 8 - - - - - 6 6 3 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone9.5 - - - 8 6 4 - - - - ,,`Ili 1L�E•..,...T/�rT a+ 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. l BERTHA HVTM vcF,vs Accordion Shutter System ASS A o. ■ ■ ■ ■ H.V. BLADE#1 W/OR W/o H.V. WINDOW BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY y �'•No DESCRIPTION DATE DRAWN BY: LC. fi355 N.PI.JfitA.Sl„91e.NOS,VIRWNN GAROD35,FlCRIOA J31fi Association, Inc. 1 OLD t5-085 7/27/1 DATE: 07/27/17 b � Vs 4268 Westroads Drive 2 ~ �.;., ` Ph-:(305)871-153D.Fax:(305)871-1531 DRAWING No Vit...Bool.com West Palm Beach, FL 33407 3 '7_107 `v 14 EB-00067111 4 "... �\t11 WALTER A.TILUT Jr.P.E. 1 FLGRIDA LIc.a 44167 5 �jHEL-T P.E S &GhDNJW/.DATE 6 13 OF 20 MAXIM ILL ANCHOR-* SPACING 001 59HEDUL FOR A GIVEN MAX S_HLGER SPAN, NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INCTALLADQNc (SEE MOUNTINGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND 1 WALK OVER h 1 TRENCH (2)RAINGUARD MOUNTING (JK WALL/FLOOR MOUNTING ©SVALL/WALK OVER MOUNTING IJ�u1e MRUMI - TAPCON OR (n) kS.D.DEIGN KMM PRESROM RAMS(xi .DWI NECATNE PRESSURE RARX(psT AM DESSN nCATVr PRMWRE RAIDID A.S.O.DMM NEGATIVE PRESM RUM(pit] TAPCON WITH ADVANCED 30 40 60 75 so 120 iso 205 30 40 60 75 90 120 i6a 2a5 J 75900 40 60 120 tso 2a5 30 ao 60 75 90 120 760 203 THREADFORM TECHNOLOGY 14 12 10 1 9 1 8 1 8 1 5 6 12 12 112 112 112 11.518.5 165 7 17 1 7 7 7 7 17 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0_ 14 12 10 1 9 1 8 1 8 I 8 6 12 12 12 112 12 t2 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS I4 12 10 9 8 8 6 6 12 12 12 12 05 8 6 45 7 7 7 7 7 7 7 6.6 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 5 0 6 6 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 15 85 6.5 5 7 7 7 7 7 7 55 4 5 5 5 5 M51 4 14 12 t0 9 B 8 6 6 12 12 12 12 12 9S 7 55 7 7 7 7 7 7 7 7 S 5 b 5 6 14 72 10 9 8 8 6 8 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 6.5 3 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 ,2 12 10 7.5 55 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 S 5 5 5 5 5 4 3 14 12 f0 9 8 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 -5 - 4 12 LO 9 fl e 6 6 12 12 95 7.5 6 4.5 35 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 e e 6 6 12 12 12 9.5 8 6 45 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 t SEE ANCHOR 14 12 10 9 e 8 6 6 12 12 1.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 3 S S 4.5 35 - SPECIFICATIONS 14 ,2 10 9 fl e 6 6 12 12 12 10 8 6 4.5 ;.5 7 77 7 7 7 7 7 5 5 b 5 5 5 5 5ON SHEET 13 ,4 12 10 9 e 8 8 6 12 12 B 6 5 4 J 7 714 12 10 9 e 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 14 12 10 9 8 B fi 6 12 12 IO a 6S 5 35 - 7 7 7 64 5.5 4 - - 5 5 3 S 5 4 3 ),-0„ 14 12 10 9 B 8 6 6 12 12 ,2 85 7 5 4 J 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 f0 9 5 8 8 6 12 10 6.5 5 4.5 3 - - 7 7 7 7 6.5 5 3 - 5 9 5 S 5 5 3.5 3 u ,z 10 e a e s 6 12 12 65 7 5.5 4 7 7 7 J 7 s - 5 s s s s 5 4 - 0 VALID ONLY FOR UP TO +70, -T 14 12 1D 9 8 fl 6 - 12 12 85 7 5.5 4 3 7 7 7 55 4.5 3 - - s 5 5 5 4.5 35 - - PSF A.S.D DESIGN PRESSURE 14 ,2 10 9 8 8 6 - 12 12 0.5 7.5 6 4s 3S - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING 6C FOR SPANS PER 14 12 10 9 a B 6 - 12 9 fi 45 4 3 - - 7 7 7 T 5.5 4 - 5 5 5 5 5 4 3 - SCHEDULE ✓i3, SHEET 11 14 12 10 9 0 fl 6 12 it 7.5 6 5 .75 - 7 7 7 7.5 6 4.5 - - 5 5 5 5 5 4.5 - 14 I2 10 9 8 B 12 1.5 7.5 6 5 3.5 - 7 7 85 5 4 - - - 5 5 5 5 4 J - 9'-O„ 14 12 10 9 8 fl - - 12 12 9.5 65 55 4 3 - 7 7 7 7 7 7 B 3 5 5 5 5 5 5 5 5 14 12 10 9 B 8 0.5 8 5 4 3.5 - J 7 7 6 5 3.5 - - 5 5 5 5 5 4 3 14 72 10 9 8 8 - 12 10 6.5 5 4S - 7 7 7 6.5 5.5 - - - 5 5 5 - 14 12 10 B e 8 12 0.5 7 5.5 45 3.5 - 7 7 55 4.5 3.5 - - - 5 5 5 4.5 1.5 - - 10'-O"1{ 12 10 9 8 0 - - 12 11 ITS 6 5 3.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 S 4.5 14 BS 7 4.5 15 1 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 15 - 14 12 10 9 fl 8 12 9 6 5 4 - - - 7 7 7 6 5 - - - 5 5 5 4.5 S - - - ti 12 10 9 0 e 72 9S 6 5 4 3 7 7 5 4 3 - - - 5 5 5 4 3.5 - - 11'-0" 14 12 f0 B fl 8 - - 12 10 7 5.5 4.5 3.5 = - 7 7 7 7 7 7 3.5 - 5 S 5 5 5 5 5 4 14 12 70 9 8 e - - 856.5 4 3.5 3 _ - 7 7 6 5 4 _ _ 5 5 5 5 . 3 (� HV BLADE ONLY 14 12 10 9 8 8 - - 11 8 5.5 4 - - - - 7 7 7 5.5 {.5 - - - 9 5 5 S 4.5 - - 14 12 10 9 8 1.5 8.5 5.5 45 3.5 - 7 7 4.5 3.5 - - - - 5 5 4.5 3.5 3 - - 12'-0- ;;4li 12 1D 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 3 5 5 5 5 4.5 3.5 12 10 9 8 8 6 4 J 7 7 5.5 45 3.5 - - - 5 5 5 4.5 4 3 -12 f0 9 IS - - - 10 7.5 5 4 - - - - 7 7 6 5 - - - - 3 5 5 5 4 - - - 14 12 10 9 8 OS 8 5 4 3S - 7 6S 4.5 3S - - - - 5 5 4.5 35 3 - - 13'-0"14 12 f0 9 8 - - - 1.518.5 6 4.5 35 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 {,5 JS 14 12 f0 9 8 7 5.5 35 J 7 7 5 4 J - - - 5 b 5 4 3 - - - 14 12 10 9 e 9 7 4.5 .75 - 7 7 5.5 4.5 - - - - 5 S 5 4.5 4 - - 14[12 10 9 l0 7.5 5 4 3 7 6 4 3 - - - - 5 5 1 3 - - 14'-0„ 14 70 9 - - - - 0.5 85.5 4 3S - - - 777 7 J 4 - - 5 5 5 5 5 5 4 3 14 t0 9 - es 5 3 7 7 5 3.5 - - - - 5 5 5 414 10 9 - - - - 8.5 8S 4 - - - - - 7 7 3 4 - - - - S 5 5 4 - -14 10 - - - - 9 7 4.5 3.5 3 - - - 7 5.5 J.5 - - - - 5 5 3.5 3 - - 10 _to 7.5 5 4 3 - - - 7 7 7 7 7 15 - - 5 5 5 5 5 5 4 3 14 10 6 4.5 3 7 7 45 3 - - - - 5 5 4,5 3.5 - - -10 - - - - - 8 6 4 - - - - 7 7 5 - - - - - 5 5 5 4 - - - - 14 10 - - - - - 15 6.5 4 3.5 - - - - 7 5.5 3.5 - - - - - 5 5 3.5 - - - - - 16--0„ 14 12 10 - - - - - 9.5 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - - 5 5 S. 5 S. 4. 33.5 - 14 12 1D - - - - - 6 4.5 3 - - - - - 7 6.5 4 - - - - 5 5 4 15 - - - 14 12 10 - - - - - 7S 5.5 .75 - - - - 7. ,� y - - - - 5 5 4.5 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1444��4• ��e+ 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. V ......F•. ��, BERTHA HVTM S S A Accordion Shutter System C. `? I L E C O I N . . ■ ■ H.V. BTADE#1 W/OR W�0 H.V. WINDOW BUDE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ❑,,N DESCRIPTION DATE DRAWN 6Y: L.C. 0 ry :' e 6355 ft...36th St.,Sta 305,NROOM G SODIS,FLORIDA 3318 Association, Inc. t OLD 15-085 )/27/t DAZE 07/27/17 ` Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No `f�1 ...........:'R� 441 a-mml:101ec06aa.eom West Palm Beach, FL 33407 3 ,�7_'07 1s' s•,G� E1E EB-0006719 4 ONAL E� 111 WALTER A.TIWT Jr.P.E. FLORIDA Ue.#44167 1 SHEET P.E. S A[/31DNd6l' DATE 6 14 OF 20-- MAXIMUM A S T1, DESIGN PRESSURE RATING(o s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING fin.) SCHEDULE FOR A GIVEN MAX SHVATER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNENG TYPE (S=E MOUNTINGS ON SHEETS 18&17). � U B '=--TF:AT � SOUT ERN PINE No. SPRUCE PINE SPRUCE PINE J-3 OUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W(MIN.0=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. 50 Y7/ W/ MIN. G-0.43 W MIN, G-0.36 MNI(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT TFLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGSFALL MOUNTINGS B.O. WALL lAOUAITINCS 8.0. WALL MOUNTINGS 8.0. WALL MOUNTINGS M, N, 0 & R W & X M, N, 0 & R W & X M, N, O & R W & X & 0 S &V S &V S &V .tf471 NDAL PWFE WM,(� DIM IEdl',L RSaF_FA^L(,-'i DW R6AM P=FE DUN;44 [E9 QXK RS M PN6(� 8S7 M17T.9LL R739fEPAht(p!) D43I A6l:R WfAH-G(F!I Iln i 's MFL WIG(g 8�711SW:4?;Mn FA71y!) MM Tz fS R mn Fta to 1SRttS30 40 60 75 90 05 30 40 60 75 90 OS 30 <0 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 LES 12 10 10 9 8 8 6 6 6 6 6 6 12 1010 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 12 120' 12 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 G 6 6 6 6 5 4 a 4 3 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 7212 12, t2 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 B g 6 6 6 65 12 10 10 98 7 6 6 6 b6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 0.5' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 6 5 6 6 6 .5 5 4.5 12 10 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 12 12 12 12 12 10 8.5 ' 12 10 to 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 35 - 6 6 6 5 4 35 6 5 4 4 - - 12 12 12 72 72 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7.5 ' t2 10 70 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 },5 - 6 6 5 .5 J.5 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 72 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 p' 12 10 10 5 3.5 - 6 6 5.5 .5 1.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 8 6 4.5 4 3 3 6 5 3.5- - - 12 12 t2 12 12 0. 12 12 12 1. 9.5 8.5 12 12 10 8 8.5 5.5 0" 72 10 7.5 4 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 J - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - - 72 12 12 12 1.59.5 12 12 12 10. 8.5 7.5 12 12 9 7 8 5 p" 12 10 5.5 - 6 6 4.5- - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - . 4 - - - 12 12 12 12 1D 85 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4,5 0" 12 10 4.5 - 6 6 4 - - 12 10 3.5- - - 6 5 3.50" 12 10 6 6 - 12 10 6 4.5 - - - - 12 7.5 - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 f0. B.5 7.5 12 12 10 8 b.5 5.5 10" 12 10 - - - 6 5.5 - - .5 4.50" 12 - -0" 12 - - - - - 6 - - - _ - 12 - - - - - 5 - - - - - 1.5- - - - - 5 - - - - 6 - - - - - 12 12 10. 8.5 6.5 4 12 72 8 6.5 5 3 11.58.5 5.5 4.5 3.5 - (1� HV BLADE OR n HV BLADE WJ inA HV WINDOW BLADE WORKING IN UNISON* •SEE Uu TAnays OF trsE FOR BIAD:TONS SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G=O.So(N.D.9.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) 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 CEIUNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. A4.NCHOR ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE R. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,FFF10p�.`.•,,,C ��T 02017 TILTECO, INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA H TM q` Accordion Shutter System A.S.S.A. HY. BLADE#, Wi OR W/Q H V. WINDOW MADE ' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPnON DATE DRAWN BY. L.C. 9 Association, Ina I OLD 15-o8s 7/2711 DATE o7/27/17 6335 N,W 3601.St.,Ste.305.MRGRAlA GARDENS,FLORAA 3316 4As Association, Drive x •• �• 1� Phane:(305)871-1530.For:(305)871-1531 DRAWING NO d e 61;tlltecoocol.com West Palm Beach, FL 33407 3 ,� EB-DDD67,9 17-107 V �� 111 WALTER A.TILLIT Jr.P.E. 4 P.E. SElC%3II&I URE/DATE FLORIDA Ue. 44167 6 SHE 5 OF-20- - INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & 4& HV* BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— FOR INS ALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SH LL _ fWALL FINISH BE LIMITED TO 105.0 psf. A.S.D.—DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & —1/4-0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 Rc A WORKING IN UNISON TAPCON V41TH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/1 1/2'Min.PENETRATION / , TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO t ,/" I �VI/ 1 1f2'Min.PENETRATION OF THREADED AREA TO EXISTING / I WOOD HEADER.(SEE SCHEDULE ON SHEET IS) 1 "jro SEPARATION I 1 1 1 OR EXISTING WOOD HEADER. -- -- t (SEE SCHEDULE ON SHEET 15) V t 1/4'0-20x3/4'S.S. MACHINE SCHEDULE ON SHEEP I /r a �1 / @1R 18 SCREL'rs W/ 1/4'-20 NUTS 11 FOR BADE(DAND I 12 DR 1 r 1 0 12"O.C. ( ON StfcET 79 FOR I 1"Min. a EXlsnnc E tnnDEs fl a dr I , i GLASS--4, 4 1 Il N u 1 OR 1 II L WALL 5 ^? I l �Nz 1 r ry L�J •t FINISH/ 1, -- L_OPTIONAL ,rwA11 1 EXISTING MIN. � FINISH \�CR�'..J EXISTING MIN. 2"x4"WOOD ♦ HEADER REQUIRED I 1 OR O 1 2"xb'1VOOD l! t 1.1 1/4 o TAPCON OR TAPCON WITH ADVANCED y HEADER REQUIRED I I ,` I III 1 1 i -THREADFORM TECHNOLOGY W/ 1 1/2' EXISTING 1 VIK SEPARATION I I g1 'I I --1� 'I(, ,!1 1lii I I Min.PENETRATION OF THREADED AREA TO GLASS-"1 ID O{A5g(5 f'� IAIN.SEPARATION 70 GLASS ' I 1 }! I : I EXISTING WOOD HEADER. I SCFFDO E �P� EXISTING I III (SEE SCHEDULE ON SHEET 15) 11 FOR ETADE©A\'D (SEE SCHEDULE ON SHEET 11 ON SHEET 19 FOR G1A55---I ) I I L'II IlI'\S.tl`..{l Y ( B'AIlES O& I �-2'x4'CONT. SILL !� PLATE REO'D. �;, ON NV WALL HEADER INSTALLATION ( W INSTALLATIO U HV WALL HEADER INSTALLATION _7 III I I EXISTING I' I I ,I LAIN.SEPARATION TO GLASS ' 7.IIN. SEPARATION TO GLASS SEE SCHEDU 11 I I 1 GLASS—" IAIN.SEPARATION TO GLASS E%tSTtFIG ( (SEE SCHEDULE ON SHEET 11) 1 EXISTING I --} ( ) WOOD PLATE (BEE SCHEDULE ON SHEEP 11) I t OlAsg� �4 I III s, h I 11 x I P "`�.,_,� I • B 1/4"0-20x3/4'S. REO'D.- I�I�IMACHINE SCREV/S 7 u 1/4-0-20x3/;"S.S. 0 -`•3t'c I 7 I MACHINE SCREWS 1 ,I I I \ USING 1 J4"-20 NUTS 1 11/4"-20 NUTS 0 12' '—I 9 d 12'O.C. I: L_L.--.J'•-:,'>,+rG. f)�WALL �..,, = j ff O.C.FINISH I I � L�� l I I ••I`' i I .L" ( /��{ \` 'i 1 OR 1 8 1�1 1 OR S 1 OR 2'x4"CONT.-� I. WOOD PLATE -E o { LED ,E REO'D, i I 4I II • ~ 1"Min. I!.;'�, 7iL \ 1'Min. 1 I 11 I \ 1/4"0 TAPCON OR TAP ON WITH ADVANCED \ 12 OR �I IIff /I �� THREADFORM TECHNO CY 1V/ 1 1/2" I`�Yx4 ONT r Min. PENETRATION OF EADED AREA TO 1/4.0 TAPCON OR TAPCON WITH ADVANCED ; 1 ((� I SILL P TE •I I I' I,I 1, H II ('•1 ' :: THREADFORM TECHNOLOGY IT 1/2" 1' -1�tl___ ; _ TAPCON OR NOTE; EXISTING WOOD HEADER. 1 '.1 TAPCON WITFI ADVANCED 1-SEE SHEET 4 FOR TYPICAL n I, IR;O'D. IIiII` (SEE SCHEDULE ON SHE 15) Min.PENETRATION OF THREADED AREA IIJTO PLYWOOD tJ2•IqN.C0� I� THREADFORM TECHNOLOGY SHUT[ER ASSEMBLY. FINISH 1( (SEE SCHEDULE ON SHEET 15) EXISTING IAIN.2'xb' PLYWOOD REO'D. \\ r7/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE � 1 1/2'MIN.COX PLYWOOD REQ'D. STUDS® 16'O.C.IAA%.� WALL FINISH_, THREADED AREA INTO PLYIN COMBINED IN ANY WAY TO REQ'0.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ® V WALL SILL INSTALLATION LE%ISTING MIN.2'x4"STUDS 0 16'O.C. QAX.REO'0. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH BECTION 2308 OF THE F.B.C. SECTION 2306 OF THE &HV WALL SILL INSTALLATION ♦SEE LII§AT10NS OF USyE OF P HV WALL SILL INSTALLATION F.B.C. BLADE I ON SHEET,9 .c 1e�dt��LLAiii.,yp FLORIDA BUI G CODE Non Nigh Vel city Kurricone Zone 111$11"`G7T A. r/ J�'�,. 02017 TILTECO,INC. ©2017 EAS METAL SUPPLY, INC. P BERTHA HVTIA �,C�NS� v A■S■S■A■ Accordion Shutter System IL ECO �N�. Kv MADE#1 W/OR W/o KV.WINDOW IKADE TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsREV.N. DESCRIPTION DATE DRAWN BY: LC. ^ r F , 6355 N.W.38Lh.St.,Ste.305.NRgUA O oms,FLORIDA 3316 Association, Inc. 1 OLD 1$-08$ 7f27f1 DATE: 07/27/17 d Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 ORIDN [4�, ��� o-MCI;tiltecocool.eom West Palm Beach, FL 33407 s DRAWING No eus�J1•••••••• ���L1111 YIALTER A TILUT19r.P.E. 1 7-1 O7 U t��y { 1P.E�SFAL�/ ) y�kSRL'fDATE FLORIDA Le.t 44167 5 SHEET 6 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ILIA HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE I ONLY SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING SEE SHEET19 OR MAX WALL FINISHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/4'0 TAPCON OR !, EQ EQ 2'MIN.— �. TAPCON WITH ADVANCED 4'x8'(Min.) EXISTING ,'-•'I/� �p� I THRE40FORM TECHNOLOGY WOOD BFJ�M REQUIRED. { _ EDGE (IF APPLICABLE) W/1 1/2" in. PENETRATION STRUCTURAL ADEQUACY /f/ _ I/4.0-20x3/4"S.S. OF EXISTING 1'JOOD BEAM q �. OF THREADED AREA TO 1- PHILLIPS TRUSS HEAD ' '• —S EXISTING WOOD HEADER. TO BE CERTIFlED BY i. ---- - IAin. MACHINE SCREWS REGISTERED ENGINEER OR�/ ��/ � EXISTING WOOD / (SEE SCHEDULE ON SHEEP 15)� W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EQ •;j--EQ ' TRUSSES OR EO « 12'O.C. SHUTTER INSTALLATION. / f I 1(2' -_� 1/2" RAFTER®24" D.C_REQUIRED 1/40 TAPCON OR '— �J ✓i `/ =_ _ - / / 1 OR i 7APCON WITH ADVANCED ' I,: - �• / EXISTING .THK. .25T THREADFORM TECHNOLOGY f/ r !/ - J/4'MO%.THK. W/ 1 1/2'Min.PENETRATION Ep p EAO EO-'•Epp p14x3/4' "'1 I'x4'x1/8"CONT.ALUM.TUBE OF THR ED AREA TO / S.M.S. I .OPTIONAL EXISTING WOOD HEADER. /i ®6'O.C. (3063 ALLOY)VJ/ CREWS AT (, (SEE SCHEDULE ON SHEET 15) _�Of 13 Of 1$ I 1 Of 13 Of 1$ EACH/1RAFTELAGR OR6-0 LAG C RUSS REWS TO 1 I I I M10CATE0 DTH FSEXISTING WOOD E%ISTING MIN 2"x4" 1 I MEMBER. (2'Min.NOMINAL EXISTING-1 HEADER REO'D I OPEN HOLE AT EACH WIDTH)W/2'?fin, GLASS II LAIN. SEPARATION TO GLASS EXISTING STUD TO ACCEPT LI PENETRATION OF THREADED ' (SEE SCHEDULE ON SHEET 11) GLASS I I I 5/16'0 LAG SCREW II` AREA.VAUD FOR —'i I AT CENTER OF TUBE. l(It{kjllT'+ INSTALLATIONS WITH 72psf UW'SEPAFAON I EXISTING MAX.A.S.D.DESIGN LOAD ANO MN SEPAMn«1 n W-0"MAX. SPAN.THIS OS HV WALL HEADER INSTALLATION I Ts«°®uI° «I(� GAS—— Te�( NsrAuanorJ IS ONLY YPUD II FOR�O O FOROR�♦ -•�11 EaADJ FOR WOOD W/MIN.SPECIFIC r><ADc50�'� I Vim 19® ♦ FIR OR SOUTHERN GRAVITY OF 0.50 APINE Nc�2, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 1 GR ® OR EQUAL. 2-UOUNTING SECTIONS CAN BE COM6INED �HV CEILING INSTALLATION IIJ ANY WAY TO SDrr A-NY INSTALLATION. U CEILING INST LLAT 0 ---- �� NM�a�AsS(S I --IIOR 1�♦ I MIN,SEPARATION TO GLASS I ARA I I ( I I EXISTING ') �SND?T I I SEPARATION I I (SEE SCHEDULE ON SHEET 11) 1t F«t RACE WtA9 1 J TO GLASS � EXISTING I I 1 GLASS\�I BIADESCU @ Lf,A1 I I I I I(SEE SCHEDULE GLASS I I j •I I .J i ON SHEET 11) I I I I I I C I ANCHOR I I I B I I -� I LOCATION EXISTING '' WALL A SH/ I I 1/4. I \ 1!e'um. 10 CUSS - © 7 J(e,N WASHER HEX �I I I -I I 2"x6"MIN.1Y000 n ' YJASHER HEAD TEcK I DECK REQUIRED tl_�1 L 1$OR 2'x6"MIN.WOOD SCREWS®12" .c (NO FINISH �i J \ - P16 DECKFINISHUTRED(NO ALLOWED) _ __ - —_ DOE - - ALLOWED) ( 19 EDGE OF DECK-7 ------- _ �2' s--- OF -�G--- --`-- _~ EDGE OF DECK « �f �•.. ) IF APPLICABLE --_�.- � `� _ - DECKAPPL IF FBIE IF APPLICABLE ! I I 1/4'o-20x3/4"S.S. -9- ( I III 1 4 1/4-0 TAPCON OR L 1' PHILLIPS TRUSS HEAD --2' IN. -"--J t..._^ Min. >v= �..._.,-� _ Il 'II' !III TAPCON WITH ADVANCED MACHINE SCREWS —• 1/4"0 TAPCON OR TAPCON WITH ADVANCED 2'x4'COrJT. 5Y 1 4--20 NUTS /J/ I THREAOFORM TECHNOLOGY W 1 1 Z'Min. I:' 1 SILL PLATE (it THREADFORM TECHNOLOGY / / y/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFCF —2•MIN / / 2"MIN. 1 1Y/ 1 1/2"Min.PENETRATION 0 12•O.C. PENETRATION TI THREADED REO'0. 4t I OF THREADED AREA TO TECHNOLOGY W/ 1 1/2"Mln.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER SEE J IXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEEP 15) SCHEDULE ON SHEET 15) • -I (SEE SCHEDULE ON SHEET 15) ♦BEE Q1 YT AS OAF U 9 FOR OX HV WALK—OVER—INSTALLATION QV HV WALL SILL INSTALLATION yy HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO,INC. m 2017 EASTERN METAL SUPPLY, INC. VNSF•." BER HA HVTM j' 1L E C O �N�. A■S■S■A■ Accordion Shutter System �p ? N.V. BLADE#1 W/OR W/O H.V. eamOW BLADE 9�••,4 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: LC. 635S NAY,aelh.SL.Ste,305.YARTNA GARDENS,TLORWA 3315E Association, In 1 OLD 15-085 7/27/1 DATE: 07/27/17 1 Phane (305)871-1530 No .Fax:(305)871-1531 4268 Westrocds Drive 2 s�ONAL E��' r11 mcE-OWW66s;BLccm West Palm Beach, FL 33407 1 DRAWING 1 7 107 WALTER A.TILUT Jr.P.E. 4 P.E. S&A IGNATURE/DATE FLORIDA Llc. 44167 s SHEET b 17--OF-20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'as' N.IWO rSTUDS REO'D. 2'N•utN.Y.ODD % %,DCOSTUDS. A \ 1/."a TAPCW STUDS REO'D. (AS PUUb1E) X'% �O 6QC WOOD STUDS. STUDS Co W/ x 1/Y Pit�.r9AM:1TO 1/2'COXVUST81G CUSSPLYAIX AT1 O IF STUDS a=. sCxzma� Ih'Irx mx { 1!.•L /yrial -L QAs Do,, 10(3A55(SEE _ uN SOPAC1T,ar M SPFARAMN SOf;O W SIEET FLYet1C0. a ^ sR"-'OULE a144Er TD(3K5(SEE V9'.11.Cox P1 QISS(2T 1/16-.3" _ 11 Fat 86-M QA,�O �w S96DWE M HiET PLYWOOD. SDED.AY ON 916 ON 191g � (EC63-T6)c01rt. FwK�N 1/2- WM.cox a T low - 1 FOR E]N1E Q5M9 t/2• 11 FOR 9!/a�mNa �yd,� KII`1 CLOSER 1 PLYWWD., fiIAElS�d'i� W 5t[ET 19 FM a1 9fli 19.fR�R 1'111N. FATE(LO.ATE /2' R. Q4V � { RxEs O)dV AT EDnER SIDE YIN \ /10.1/2'sits. O.0)� i �/ -—-� l S.YxiJa'm'-]' - Ots O.C. 016 0%Ce'AT .utoh AT 1[LitE14M / I' 1• 4 O)11111/2'11S.T09• (2)1/.v T^Poas ro (�t tJ I Wil rJ oD.laCw}C 1 OR(W \% SEE Do x rc �j`t OR S rmrtR me oaa) 1 OR SEE DETAL X.FOR 1 OR 4* ST,E CON ttAN TO SEE pCON x fOR 9OE GONNEC110N I y_9 C•Om(80 1p.�;m SIDE to<TRAMSJ [(a3'm©•70°'e0m:4)•f,�• '@•©� s3- ! To TLL s � e•7 e ` ti m'L+-1�• ©1�m ,fj' Q• OmU-l�'13" •Y3;u,��.,L3,`a{u7.�m �•G•�m©07'�4- yo9Sm�.flmivi.pm ©-70 f3m O O ©-O O•(d- 7a-� �- ©O ' `'O'�°' L Csm �'-O f�m �.�m p.rg.�e;.®mi�.�r. fII•4s•®•f3-�•U�- e0•s.�9.�3.s�'.® O•t-3•ig•�-CQ•L� .END CONNECTION DETAIL 0) END CONNECTION DETAIL END 0 C 0 0 END CONNECTION DETAIL EwSUNG I•P.EOUIRED ONLY FDA SPANS GREATER TNAY 12'-C' 2'.:-1.NAOD /.-P}Aptar AT.ORs 1 4 a TAFCON MCn 1 t 1 Siu65 REO'D. W/T 1/2'W^L /' i O.I JC.SWS I Eus1It^+GLASS FENETR l O 11.O.0 W/i 1/2•uIN 616 aC. W`l SEPNUTCN 1 _ _ �A PEN.RRAneN o 12•o.0 To (SEE ♦ SEE LIMITATIONS OF USE FOR MK scPuurar �- L: ". '•,) . / / : 1/2'IILY. IS MREBal 090 4 IC BLADE�ON SHEET 19 TO QA:S(SE al SFEET 19 Fai -_-__J 'yi roi Dwct '; \ 1 5 j eAW(V 1/2.1r Ate.•.. _ \ / D -�^ -— 6 ca®OR�oa ATQ ,?,\ (1 OR f _ -- G OR®OR�nOR fl•OO-ODD-�d3•`5 nAunws 2.:uNxrooD+ WULJ} i�•��j•�•o t>�oR !o;t�ca'1L�S VIEW r p:' STU-R-D'D. rIN3N os�-�•y�m(U9.f5. PLAN �•p•�m©•70•r$m O TO -O O ie- �•@-T L9mp.O7 m re}•Zmss.tmL9S) e0 C• •as'C�L� DETAIL X END CONNECTION DETAIL Q END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' 10�`L,E*. ;n• 02017 TILTECO,INC. m2017 EASTERN METAL SUPPLY, INC. '1't7F -' BERTHA HVTM L E C O N�. ■S.A. Accordion Shutter System A■S ' H.V. DADE#1 W/OR W/O H.v.WINDOW RA)E * TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems qEv.N-o DESCRIPTION DATE DRAWN BY: L.C. 6353 N.W.3etp.St.,Sto.COS,MRGCM MOMS.FLORIDA 3316 AssoClCtlCn, Inc. 1 OLD 15-085 7J27/1 oATe 07/27jt7 1DKPh—:(305)871-1530.Fax:(305)871-1531 4258 Westroads Orive 2 DRAWING No �4 I a-mall:tlloco6aoLcom West Palm Beach, FL 33407 3 -•'ss70NAL EN�'� \7ALTE EB-0006719 4 '7—�1 07 R A.TIWT Jr.P.E. 1 P.E. SEALJSIGNATURE/DATE FLORIDA Lc.@ 44187 s SHEET 6 IS OF 20 1 R�1� D�a^12 o+i 4 GENERAL LIMMONS AND CONDITIONS OF USE FOR BERTHA effQR WORKING IN � 5 P> U&IOLM OP 't 1.mk A.S.D.DESIGN PRESSURE RATING:+110.- 110 P.S.f. 2.LNX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS a MOUNTINGS M.O,T.U&W ON SHEETS 16&17. W1 lQ4NORLP ARE ALLOWED G OUT IN CASE OF I AUT, S D IN A E5111 O Y PPOAT EXTERIORLESS SIDE OF OP�NG T- 4�DR5 OR OPPO o�0� CE6TERN E. 7YP.EA END • • • • • 1 5.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF S OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1© W.5 WINOGVIS N • • • • • • OF ANY 3'0 HOLE FOR®SHALL BE 12-. ALLOWED AT HV WINDOW BLADE(19 w (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 N _ +• (D)HV WINDOW RUDE 1�MUST BE USED ALTERNATE TO A SOLID HJ BLADE 1Q THROUGHOUT SHUTTER'S WIDTH. _ • • • • • • , s d ` BLADE 1 AT EITHER 5 E OF ALWAYS BE INSTALLED ADJACENT TO A SOLID HV rr (F)POLYCARBONATE HV WINDOW EI SHALL BE INSTALLED SO (g TABS FACE SEE END X� � THE INTERIOR OF THE OPENING BEING PROTECTED.FlY YANDOW MUST BE CONNECTION _ I• • • • f • �Tjk� /�/-�.� DETAILS ON SHEETS • gg li/ ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, 111LLL l.G INC. 10& 18 TYP. r�a' FULL HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME rj 1 0 BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P 4 t &2 ABOVE). 7.SEE ANCHOR EDULE FORPOURED CONCRETE OR CONCREETE NG BBLOCCKK WALL ONL HEETSTI12&t13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-I996: TYP TOP&BOTTOA(SEE PLAN FOR OUIgEldENTS) D H W OR OR 6 7 VAND ZONE MINIMUM SEPARATION TO CUSS —UNLIMITED 1'ADT 1 THRU 3 I' ELEVATION f1 SEPARATION TO cAss EXISTING GL.FSS SEE SChEDIAE ON 511�.ET 11 FLR BLADED 4 6.25' — _ A^ID ON THIS SHEET FCR EIJDe'S.O& ------------------ ---------�7�----- ��\----- --- ---------------(DI4 3 w C� 22�12 / 2G TYP. sYMMETRICA cENTERMATEs 21 tV/2 OR SAND W/Oi(S NOTE 4 ABOVE) PLAN~ TYPICAL n BY BLADE WORKING IN UNISON WITH HY WINDOW BLADE QA, SHUTTER* --- 11f'f'fAA. V/ FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone' EASTERN METAL:; ci+isF L/ - 02017 TILTECO,INC. ®2017 BERTHASLIHLVTLA A S S A Accordion Shutter System IMcM N-. I�V. RADE , Wi OR W/O H 1MNDCNJ etaDE ,�•� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.H DESCRIPTION DATE DRAWN BY: L.C. �o'•, p 8355 N,W.76th.St.,Ste,305.VIRCINIA WIDENS,FLORIDA 3716 Association, Inc. t OLD is-Des 7/27/t DATE o7/27/t7 'f-•` L(..... Fhona:(305)871-1530.Fa•:(305)871-1531 4268 Westroads Drive 2 DRAWING No nr� mat:Ulto-0000I.Com West Palm Beach, FL 33407 3 VLA�o yl Al �•��' • EB-0006719 1 7�'�07 �'r WALTER A TILUT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Uo.9 44167 6 SHEET OF 20 x„G-60 DAILY./2xo.o35"STE THICK u;� _��ES INSTALLATIONS W/ 1 HV BLADE & HV CENTERMATES -�2.DDD-Max. M;n. EEEL 40 2V,.—� * I METAL STUDS AT 16.O.C. 8INTO METAL STUD WALLS I - 436 40 41 b Off• WI o ------ o s"o.c.^ a7s 3O8 �` GENE IONS AND CONDITIONS OF USE 3a ALUMINUM SLEEVE I --/L ROR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY ,/4%6 1/4'x o.D:T5'THICK Min.l 43c 430 � L, I �� SYSTEM INSTALLATION TO METAL STUD WALLS CONT,GALV.STEEL TRACK CHANNEL,I'JIt 6"O.C. ®6'O.C.^ ,I I I ASTM A-653 GRADE 90 Min.C-60 I •r—F SEPARATION TO GLASS SCHEDULE GALVANIZED FASTENED To STUDS ; I 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (ps1) M°x' W/(2)A6xl/2'TEX SCREWS ON I EXISTING FINISH 39 �,' INTERIOR k EXTERIOR FACE I AS APPLICABLE ,1t Ij1 1 a 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION -I 43c LENGTH + 1" EXISTING crass - MIN.SEPARATION i G 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS -(SEE SCH LASS 43 1 4"0-20W BOLT 43 m 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 / O 1" MUST PENETRATE 43c 1" WITH 21 ARRANGED A SY METRICAL LAYOUT, USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" I 1' 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 373' t 3/4' 6,/4'x 0.035'THICK N'"I EXISTING FNISH Y I I ,250" O50" CONT,GALV.STEEL TRACK CIDINNEL.I AS APPLICABLE �tl II II I CENTERMATE. a 1 I^ ~=--,•a In GALASTIA IZED STEM 40 Min.0-60 , nT_ GALVANIZED FASTENED TO STUDS ' w/(z)A6x,/r TEK scRLm ON ' 43c 43a I, INTERIOR k EXTERIOR FACE I `q 6'O.C. O 6.O.C. 1 H 1/4"0-20 THREADS 'I #* BLADE SLACK DETAIL HVF IS ALSO VALID FOR d30 1 J4"0 ELCO CONSTRUCTION tn. c; W ' 1/2' 12 38 CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS FAR-LOK HD 1rr�r�Jru/ -- 43b 6'x 1 1/2'x 0.035'THICK °�' .:i�VAhIES� ® 6" O.C, ASTIA A_653 GRADE 40 -: <faa:. COMPONENTS Min.G-60 GaiV.STEEL t" i MS WALL HEADER/SILL INSTALLATION _ METAL STUDS AT 16'O.C. Min. ,:._•1 EXISTING FINISH AS APPLICABLE SCALE: 3f8"= I- METAL TOP&BOTTOM) ---.--_ —._ -- 1 __ s 7 ---..-- — -------- -l. — — I 3 T 4'x 0.035"THI K Min. CK ZEXSTNG G - - - - - - - - MEL _ `....'_ _...-.....-....-`..:.......,.. .. 6A�LlANI ED FASTE FASTENED TOM�STUDS604 LASS I I 6 1 2 TEK SCR SYMMETRYCAL I'' ` SYMMETRYCAL �'i: I I wf INTERIOR < I I :. I - MIN. SEPARA71DN VARIES JNTERIOR h EXTERIOR FACE i 143a-43643c....=1.1 I. *:,.,.. •.c1 '.' <•`I {c.;�.•:., ;.I I.:+. ,.. ...... TO GLASS CENTERMATES W/ CENTERMATES W :I I `>'-i . I I I.,.;...;.•.•" 'rol I.i ^I I•:".'-'�,.` ;• I••• .. (SEE SCHEDULE) Max. I I :.;;.•.'.,:: :r'`='':''`'%' ,:I I.: EXTERIOR ACCESS SIDE:^ I ! INTERIOR ACCESS SIDE I --- (TYPJ !N 3 (6"Mtn.) IN ` -- __ - -- - -- - -- -- -- - ______= 12 --- ---------- ---- -------- -------- -------------------------- -----------------— --- ------------ - - ..: ._s-=------------------------ ------ 24 - --- ------ __--_- -=_______-_ - ---- _ --------- ------------------------ -------------------- -------------------- .--- --_--------------- ------ -- --- --- ---------------- ----------------- ---- ----------- ---- -------- -- -- -----------------_ ____--_= _ � _ e -y/��J-� 2)42 1 21 21 21 21 LOCATED AT )2 �i I HV HEADER/SI ENDS ---------- ---- - -- -- ---- - ----- ---- ---- ---------- ---- VIEW Y --- --- ---- ---- ------------ --------- -- ------------ } "ie �J 12 / 3 1/4"(Typ.) 3rJ(6"Min.) I -24 I SIDE CONNECTION TO TRACK 6 1/2'(Typ.) 7' I I-- 7" 6 1/2"MAX.SLACK (Cont.) Hv8 BLADE SLACK DETAIL HVF 1�VC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone � 02017 TILTECO,INC. @2017 EASTERN METAL SUPPLY, INC. \� �Sf T✓=a_ BERTHA HVTM A S S A Accordion Shutter System ' y /T� E C O �N c. ■ ■ . . H.V. BLADE#1 W/OR W/O H.V. W NDOW aADE •� !//•� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems NEVs Ne DESCRIPTION DATE DRAWN BY: LC. ' 6355 N.W.261h.St_Ste.205,14RGLXM GARDENS.FLOFiOA 3310 Association, Inc. , olo is-oas 7/27/t DATE o7J27/rr Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 ' /t• (�, l�4 _- ;I:III-C..I.— West Palm Beach, FL 33407 3 —DRAWING;0°7 oiCn''•,�OR40�;:Z. ,,4 VlALTER ALfft9r.P.E. 4 S 'q yy FLORIDA U..A 44167 5 SHEET P.E. SEAL �ATj1�E/DATE 6 20 OF 20