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HomeMy WebLinkAboutBuilding Permit Application (3) Florida Building Code Online ? .4f BCIS Home Lop In user Registration Hot Topics Submit Surcharge Stats&Facts Publicatl0n5 dbor `(EC&9ta'l UsBCIS Site Map L,r,s Searc Product Approval ``Public`sw FEB 0 4 2021 ru uctA j"nr .4 t >ProdurtorAoolleatlon Permitting Department >98olicatlon i ict>Application Detail -�� ,�-��-x;., _ St. Lucie County =- FL# Application Type FL389-R10 Code Version Revision Application Status 2020 Approved Comments Archived cud Z � o�lo Product Manufacturer Address/Phone/Email 4268Americanstroad Drive Systems IEVVEd c 4268 Westroads Drive 1"" West Palm Beach, FL (561)209-8263 "DE COMPLIANCE Authorized Signature tf bfeeley(�eastern metal Q LI ICIE v 1 . COUNTY Bill Feeley BQCC /� BillIrodriguez@eastemmetal.com Technical Representative Address/phone/Email Quality Assurance Representative 1 Address/Phone/Email File COPY Category --- Subcategory Shutters 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 the Walter A.Evaluation Report .Tlllit,Jr P.E. Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence 1= 389 R10 Coy Coy aC z,ADF 85 R10 COI OI AS l3 ADE1 2,pf tiS2 C01 Coy ASSA 13LADL=3[x!f Referenced Standard and Year(of Standard) ftjdWA ASTM E-1886 Year ASTM E-1996 2012 ASTM E-330 2012 TAS 201, 202,203 2002 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.org/pr/prLapp_dfl aspx?param=wGEVXQwtDqvYYHH2vjvx53MwsXdCOtOXPGxaI RR77-0/1a 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated 10/15/2020 Date Pending FBC Approval 11/06/2020 Date Approved 11/06/2020 12/15/2020 Summa of Products FL# Model,Number or Name - - -- -----`- - -_ -- i 389.1 --_.-- Description ----- Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use _ Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ:Yes 89 R10 II DRWING ASCA W as Al2E 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 E valuaI-389 tR10 A Reports ASSA BLADE3.pdf Positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9`11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha o Accordion Shutter-Blade 1Eand uded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 20-164 bottom)for storm protection Limits of Use - - - - Approved for use in HVHZ:No allation Instructions Approved for use outside HVHZ:Yes 4 1Z10_TI f 1 W1N(_i /3SgA 11_ T iImpact Resistant:Yes Verified By: American Test Lab of South Florida,Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other: Large missile level"D". Max.Span is 16'-0"for 30 p,s,f Evaluation Reports I \ negative ASD load depending on centermates and locking rod Created by dependent A_ PaEi_.p�t J configuration for the HVI blade,8'-0"for+64,-72 p.s.f.A.S.D. rtv: Yes load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-o"for 110 p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 respectively of installation l drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- - V -— COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)foalumlnum r stormtprlocking rotectlon lades retained by tracks(top Limps of Use - Approved for use in HVHZ: No Installation instructions Approved for use outside HVHZ:Yes 1=L3139.-R10 II DRW ASSA BL/� F: 2.pdr 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. Max. 16'-0"span at 30 p.s.f ASD load Evaluation°p Reports for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created b Inde Independent Pa 1 Z.psf 25 and 28 respectively Y P Party:Yes n t ::3601 Blair clone Road Tallah FL a�aoo ghee;850-487-1e d The State of Florida is an AA/EEO employer.f�R.vtlaht-2007-2013 state of Florida.:;privacy 5 t m nt --�.� .Accessibility cta..: ��:;Refund 5 cerement under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request, mail to this entity.Instead,contact the office by phone or by traditional mail.If you have an Please Florida Statutes,efrective October 1,2012,licensees licensed under Chapter 455,F.S.must prow eothe Depar Department with an4email address if they Section 4�emai s' Provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply Provide the Department with an email address which can be made available to the Public.7b determine If You are licensee under Chapter 455�F.S,�Please click h2rrL Product Approval Accepts: nM• koftr] ® eH_ Greet Card Safe www.floridabuil ding.org/pr/pr—app app GENERAL NOTES: 1 BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.) HAS BEEN VERIFIED FOR COMPLVWCE IN ACCORDµCE WITH THE 2020 CM EDIT10N)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. IGN IND BE NED AS BESINSTALLED�WLTHSAS RECTIONAUTYY FACTOR KE.p8y SECTION 20 ASIDE 7-16 AND MENTIONEDL NOT EXCEED THE MAXIMR A UC WIND SPEED UM (A.S.D.)DE5700UIRED BY PRESSURETRATMCSSDIID ONE ERE SHUTER WILL TABLE OF CONTENTS 0 SHEETS 11 THRU 15' 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA �. HV BAD Ct� A BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED O SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORSONTHIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THEIR GENERAL NOTES SHEET 1 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 1-20 SHEET 2 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 160Y.1.2 OF THE ABOVE MENTIONED CODE AS P 3 ER SYSTEM COMPONENTS 21-37 SHEEP 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY8-44 SHEEP 4 Q TYPICAL WINDOW BLADE& WINDOW DETAIL -HV BLADE �0214.01-03,s07T5.01-03,/1004.01-05,#1214.01-05. 10317.02-06. (0609.01-10 µ0/0210-01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV B n AND HV WINDOW BLADE CyA� AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201, 203&20-3 PROTOCOLSLARGE MISSILE. IE(WHE_R PPII AR F� -HV WINDOW BLADE ®/OSO5.01-GIB AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D. WIND ZONES 1, 2, 3)BASIC PROTECTION ONLY AND If 0725.01-88 AS PER 7AS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2. HV BLADE Qi AND HV WINDOW BLADE (9ARE ENGINEERED 70 WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED 0 SHEET 19 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTIOP TO TRACKS SHALL BE/14x2.75'AND/14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA W OACROSHIEL.D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS,REGISTERED WITH AMERICµ SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING O THOR 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 6005-TS ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES 0R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai MIN.YIELD STRENGTH µD 90 k3l MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3-3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET :4 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE QQ 12,13,14,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT/6'779,582 COMPONENTS OF TINS APPROVAL ARE COVERED, IN WHOLE DR 1N PART BY LL S PA'EFLT e5'a56,179 ISSUED TO EASTERN OD CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY,INC. 9. IT SHALL BE THE RESPOSIBILM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW B &F hey ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 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 TYPICAL SHUTTER ELEVATION SHEET 19 CENTER/MTES AND ENGAGE OR LOCH ALL HV AND NO LOCKS. AREA 4: HV WINDOW R1 ADE(`,ON[v 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 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS µY BUILDING AND ZON ERMIT I ING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY TINS 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. THE CONTRACTOR E BE RESPONSIBLE FOR THE ONSTR N.CT PURCHASE µD INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED O THIS P.E.D., PROVIDED HE/SHE DOES NOT DEIMTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED O THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (G)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (A)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 ENGINEER TO THE P.E.D. ENGINEER SHALL SUBNIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEARTHE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(NoD Nigh Velocity Nurricone Zone, `` 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. A ``� .....:.. �r'••,, ._ BERTHA HV-A - - S�P A�S�S�A� Accordion Shutter System No.447 7 KV. BADE#1 W/CR W/o KV. WINDOW BLADE y TILLIT TESTING & ENGINEERING COMPANY American $.hlUttaF Systems V. p[ pN DATE CRAWN BY; MLA - R LIM N.W.3NN.St..St,.W5.WRGINIA GARDENS.RWtiDA J316• Association, Inc. I OLD 17-1e7 J /2/20 DATE: 7/2/2020 2.0•, STATE ;� � -O?O pkor.:(3o5)e71-1530.Fax (305)e71-1531 4268 Westroods Drive _2 DRAWING No 0Q.. �. ` ra—ftOF.om FOR( CA-0006719 West Palm Beach, FL 33407 3 .L�+'••�• WALTEH A TILLR Jr.P.E. 4 1 20—1 64 ONAL . .�` EAL/SIGNATURE/DATE FLORIDA U,0 44167 s SHEET 6 i 1 OF 20 y. r0 oaH azAnc Q a OP1 0 0.454" 2 YOX. _1.20D' _ �Y���_ .. on.7 • I .090. N ifl N - '11."As .37 4.857- 4.999' I V r sus' (5)1�V 90'/180' STARTER COVER UNDER US PATENT # 458179 OHV UNIVERS_Al F7 nerrp - YF' QUALIFIED FOR USE W/ HV BLAOEG 4 QUALIFIED FOR USE W/ t 6005-T5 ALLOY AND TEMPER HV BLADE ALIFlED FOR E W HV 6063-i6 ALLOY AND TEMPER -SEE LIMITATIONS OF F B I�ON SHEET 19 BEAD 1 6063-T6 ALLOY AND TEMPER 3.226' -1.500' 6063- AL TEMPFR .37Y'_ ' f - 174'_: .1 o :670- 22ZG _ '? o .994•._-. ._-67c 1 I� _g --' - r 4.69Y -_ � - 8 j 82z 4 ^o.072 �7;HV ADJ. ADAPTER W/LIP }.{3g' n "�0A72 QUAL'FIED FOR USE W/ HV Q 3.226• /1 - R 9 p Ft _is7s•_ JMY ADJ. FLOOR TRACK BLADE C `aJl QUALIFIED FOR USE W HV 6063-T6 ALIOY AND TEMPER / �9;HV TRENCH TRACK QUALIFIED FOR USE W/ HV 1' OUALIFED FOR USE W/ HV BIADE CI 6 6 ALLOY MPER BLADE U ONLY. R/�N�ARp -T6 AND T MPER N VARIES 19 6063-T6 ALLOY AND TEMPER QUALIFIED FOR W/HV 1.9tTNPzVARIES 1-936• BLADE 1 m - c 6063-T6 ALLOY A D TEMPER o C1 9 _083 $ .�i 083• $_.-..083 .OY3•.. .--- - _ L' .093' H 17 Dom• $ ��• Rr r � iy5 76 _ t.e66-- $1 oZti. • .670' - --._ �� _ D V J` HV HEADERISILL ; 3 HO CEILING HEADER/SILL 3.529' Q IFlED OR USE HV BLADE 1l ONLY, QUALIFIED FOR USE W/ HV BLA �'IONLY E SECTIONS OR VAUDI -1 6063-T6 AL_04Y AND TEMPEP QUALIFIED FOR USE W/ HV BLADE`1 4 HD WALL HEADER/siL 63-T6 ALLOY C TEMPE SEE SECTIONS MOR VALIDITY QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE.V ONLY --x-- 6063-T6 ALLOY AND TEMPER II1,I�' 1 r• VI NN X MN Y NN,t < COMaONENT A 6 1 Tt T2 X. Y t I 2- 2" 0.125- O.C90' 8 2' MAX. 0.192• 0.192" X -... 161 SIDE ANGLES 20 CORNER POSTS QUALIFIED FOR USE W/ HV N M CIS, 2.5'- 7'MAX. 0.190' 0.190" QUALIFIED FOR USE W HV BLADE iO QU IED FOR USE W/ HV / 6063-T6 ALLOY ANC TEMPER l) I,ONLY BLADE'J G063-T LlOY AND T- CR '� 2- 5'MAX- 0.134" 0.131- 6063-T5 ALLOY AND TEMPER FLORIDA BUN.DING CODE(Non High Velocity Hurricane Zone' 02020 TILTECO, Inc. 02020 EASTERN METAL SUPPLY, INC. ........ /l�% BERTHA H No.aa1 J��'= I L E C O .N�. A.S■S.A Accordion Shutter System 7 ■ Hv RAIX I1 W/OR W/O KY.WINDOW RAM a* American Shutter Systems -- • * TILLIT TESTING k ENGINEERING COMPANY I.' 9[mlepl I GATE ORNM 9Y: M.P �., 6155 H.W.]E1H.SL,51<.]PS.V:ROMA GMIDENS.ILOR:M zno Association, Inc_ OLD 17-107 7/2/2020 DATE: 7/2/2D20 , � �� Phore (d05)8]1-1530 FP. (30•_)071-1531 4268 We5tro0ds Drive - --STATE 0 "�!� �j• e-moa:0ner000m.�omORID g�a CACOO6i,9 YJest �Olm Beach, FL 33407 '- -DRAWING Nc sZONAL ���SEA SIGNATURE DAiE WFLOORRIDA L LK 4.,67E -- 20-164 SHEET 2 OF 20 4AM' u•_• ..� _ _ t/4•-20.1/.' t/4''IO OE UST p3• .74a• •7 -_ _ .334' RAr Nvn TNREAoEn NouaNc EruNF.1 _ -- +TLTp� SAKEO PMNfEo •-'p OIE CAST f4j_' /�—�,I $.i HOUSING EN"RL • //g9tUl EGRESS RN o K ' 7 .082 ! R S e60•. , - { _ NOB. �' ✓>^ °434 - - j'�^ -._..._ - evwss mal,ER Pros=_CYLINDER ROT -_-_--.. !KEYS It59+0NE (am.E oU QUALIFIED© USE vg Ill ONLY j °ems. ._,A° -. �.;_i.�• g^r't - ® BLOCK t HV GR S L 6063-T6 ALLOY EMPER OUAUFIED FOR USE W/ HV BLADE, ONLY 4��_____3� _.. J75_ OUAL!FIED�FOR U HV UALIFIED OR USE W/ HV 6063-76 ALLOY AND TEMPER BLADE I & ONLY ONLY. 2.e74• 1 & �� IFIED F USE W/ HV ADE t ONLY pp s1a„ Y. _ 6063-T6 Y AND PER518. P HEAD _ 1.758•-_92r- N ED TO ^ ' 4.045' .^2" SCREW p9'I• 825' a _ ._.360'AFTER RNETING "0--20 x 3/4 BEFORE RNErwc --����• )^ i / �; M W 1/4"0-20 RIVNUT; `'�_� L 2.]`A• _ �ml ,\ � aD' e_J�� _. zSEPoES 9444 AL (2024-T3 ALLOY)LARGE FLANGE THN /� NVTSERT.PART/0820.AS MANUFACTURED BY AVDEL PLAN >r FRCNT ELEVATION 1%JL HV MALE "T" LOCK CENTERMATE 4.566' 822- CH R.tWORN•v PENY•NEW JERSEY 07054 OR EOWLL- �7 LOCKER FOR "T" LOCK CENTERMATE V QUALIFIED FOR USE W/ HV BLADE t ONLY � HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK 'IVE LOCK QUALIFIED FOR USE W/ HV BLADEQONLY 6063-T6 ALLOY AND IEMPERU QUALIFIED FOR USE W/ HV BLAOE(I}ONLY QUALIFIED FOR USE FIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HV BLADE 01 ONLY. BLADE Q ONLY 1.917 _ _ 1.917• _ ;�- • 432 _ -9ZL-• TMUMRTUHN O063 IL, CYLINDER OR n 1 4' �' w - I .2T4' •_ I _..002�- I � KEY CYLINDER ��-------�`.-_.a i .545' ' 3 g iO 1n N e O.e7S'Yin. HD CENTERMATE W/ LOCKING RODADS m 0°0 0 _ 0 1 .r'�E4'. 7 OUALIFl FOR USE W/ HV BLADE 1)& A, QUALIFIED FOR USE W/ HV BLADE 1 & to I� 6o r6 ALLOY AND TEMPER HD CENTERMATE'S INSERT VARIES 12'MIN 6063-T6 ALLOY AND TEMPER - QUALIFIED FOR USE W/_HV BLADE u&� RJ o t{a•°-20 99.0R 3/e'•-ie t,T30_ 6063-T6 ALLOY AND TEMPER _ _ MALS �' },/2• .._ _ THUMBTURN CYUNDIER no OR KEY CYLINDER _ m D75'0 - -1/1•0 ® HD LOCK QUALIFIED US USE W/ HV BLA 1) ,�1 6D63-i6 LOY AND TEMPE IJ 6j I'�V 3f8"�—�6 AC�AL HV �/4' 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 23.HOOK BOLT LOCK. 1S,INSTALLATION Wi REQUIRE A /16- HOLE THUMBSCREWS aRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ IN BLADE�,D& C DRILLED AT TRACKS F ROP EMBEDMENT QUALIFIED FOR USE W' HV BLADE I QUALIFIED FOR USE W/ HV BLADE''tj ROMA BUILDING COM(Non Nigh Velocity Hurricane Zone I J 02020 TLTECO.INC. 0202o EASTERN METAL SUPPLY.NC. BERTHAWV-TM -- A S S A Accordion Shutter System s. e No.44 67 - TiL E C OINC. ® e e KY. SLAM 11 w/CR w/b Kv WNWN MACE Amerlcan Shutter Systems N, p6 DRAr1Lq MP TILLIT TESTING & ENGINEERING COMPANY A930CIatlOn, Inc. , , STATE F ' /���0 G 3 N.K.Nth.St-.sv.w5.VMWA GARDENS,npnnA 371e OLD 17-107 /2/202p am 7/2/2D2o A (// %1On°: (305)071-1530 .Fox:(305)971-1531 4268 Westroads Drive s -maR:uu...OooL— DRAWING No %FS ,• ����_ CA-OD06719 West Palm Beach, FL 33407 a 20-164 M�EISEAVSIGNATURE/DATE WDRIDA U.LTER A. j 4,167E 5-- SHEET 6 •NOTES ON HV LOCKS AND CENTERMATES• A e c., r�. . • �•� Ii 35• e N f T � �P�.�q� 1. WlM7DRy OONdT10N N, ONE HV LOCK�a,�SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 1 OR 12'ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR WST TIONS T ANY ELEVATION. HV LOCK 2 a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO QV 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 I ^ � - • TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES(� 13__1�p_1eF OR SHALL BE AS INDICATED ON NOTE (1)ABOVE. lto- li v LOCAON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 11 i, V 3. OPTIONAL CONDMON J2 (VALID ONLY WHEN I"P&URY CONDMON J1 OR LIMITEID MANDATORY CONQUION II I, c _ !2 IS USED H.V. I=G)6• LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY -24 oIr9oAr�6 /�..®4 I 2<°' I BE USED IF DESIRED TO ENHANCE SHUTTER PERF MANCE. LOCKING RODS 'OR AN ALTERNATIVE DEVICE t MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONd11ON /2: ONE HV LOCK 1�4 ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 1 _ ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. I 1I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. U If ll. 1 �I _-- c A'iA6 5. FIRST ALTERNATE TO MANDATORY ff" o2 IN 22 ONE ALTERNATE FN LOCK 26 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND gg INSTALLADONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT / {i 9�f� OF 1/4'0-200/4" S.S. THUMBSCREW TO P:OR®CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4"ALUM. ! RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ij L" * LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDMORY CONDITION 113 FOR KEYSTONE MOUNTIN• INSTALLATIONS!I ATIONS• ONE HV LOCK*or 0 or fo 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 .I I TO 98•,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LCCK�4 or®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. SEF FND M.S. LOCATION OF LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/'0 CONNECTION OR 9 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 0 r [ N 1 J K L Y ► e !rD Lx1> SHEEI'5 10 A YYY Y HEIGHT. RILL O S5' I *NOTES ON HV "T' LOCKS AND CENTERMATES' AAaf1m cool OF CORNER 1 C:NTERMATE �,.,ONE ALTERNATE HV"Y LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ®0"®°1©• 7Og113O t�•®°" INSTALLATION AT ANY ELEVATION. AL NATE LOCK(��(MY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK® INCLUDES USING REINFORCING LOCKER 1�7 AS SHOWN ON SECTION HVG, SHEET 9, WHICH� MUST BE•�'a�•�L%+�a - CONNECTED TO CENTERMATES @ AND @ W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/7/8.0 x 3/32' 1 WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4"Ox 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ©•0•©a©��11•/7 ' a MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 4 TOP AND BOTOM IS MANDATORY. eO•®°"®• i°"1®•®°' `� *NOTES QN HD LOCKS & CENTERMATES: 1. HD LML(34 W/ND CF ATE T1 OR 12 W/ xx ONE ALTERNATE HO LOCK it MAYBE USED IN LIEU OF TYPICAL 1 .HV BLADE SHUTTER ELEVATION HV LOCKS 24 OR i` FOR ANr SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK k�p MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT OF HD LOCK TO V S IS W/3/8 x 3/8'F.H. S.S.M .,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTONS HDB- AND DC-HVC. SHEET INSTALLED AT 10.LOCK MAY BE INSTALL AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 4� IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone. 02020 TILTECO.)NC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM IL E C O �N�. A�S�SBA� Accordion Shutter System H.V. RAM#1 W/OR W/b Kv.WNDON BLADE f. No.441 7-�_ �-_: '� American Shutter Systems LY•N Dna DATE oR er: Mr �.; TILLIT TESTING & ENGINEERING COMPANY a * �Llr�O eaea x.r.xm.se..s. 3os.MRGeU cxnoENs,novw 3me Association, Inc. I OLD 17-107 ./2/20 DATE: 7/2/2020 "a'• STATED Ph :(_V5)871-15W.Fox:(305)871-IS31 4268 Westroads Drive 2 DRAWING No •-mall:blNcvOaoi.eam West Palm Beach, FL 33407 3 Z90 Al .'4G7 CA-MG5719 y/ (C ORIO WALTER A TILUT Jr.P.E. 4 ZO-1 64 y�Ay�ss�ONAI \a�EAL/SIGNATURE/DATE `LORD D` r 44157 5 SHEET 0 -CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SZHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SlIEEf }�-� REWIRED -1/4'0-20.3/4-S.S. REQUIRED REQUIRED \ CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS �1 18 (SEE SC HEWLE ON W/ 1/4--20 (SEE SCHEDULE ON SHEET 13) i E(SEE wunnnc SHEET 1) SHEET 13) NUTS O 12'O.C. i-_--- 12 OR 14, , -Min.' t/4•A-2 /a'S.S. "qtn. 1 _ -� , --Ea--ED MACHINE ,- _.._...c-. -EO—EQ ____ USING 1/1'- NUTS i 1/2'. I i 1.2'_ - -- -`-�. _ O 12'O.C. 1/2� •_ ------ E.D.• I ' i _ 1 -_ l�n 230'Wx. 1 D i13 oR 115. _-- -O d1® ♦ 4 i D ~ 7if, .250-Mox. -_ 11 �. E.D.• 1 L E.O.• I 1 1 n ' OPTIOrcAI OPTIONAL .i w.svramw �it'll ,r mmME a SIaE'T � ; 11FMaia�MAND Y I 1 OR ®♦ I�'� _ MIN. SEPARATION TO GLASS ON SHEET 1.f01 1¶,qqI EXISn 1 N. SEPARATION TO CLASS I I ....--" 1) EX CLASS (SEE SCHEDULE ON SHEET 11) I I 111 I'I I 1 Ez6TNG ~(S SGIEDULE ON SHEET 11) "'4EE5 1� 1 - ' GLASS q I ul HV WALL HEADER INSTALLATION �A HV WALL HEADER INSTALLATION "I" J HV WALL HEADER INSTALLATION + KEYSTONE EXISTING , GLASS--1 $ ' i 1 (MIN. SCNPEDULE ONARATION TS EET GLASS MN 70 ASS(SOE ON I I I. 1 OR •,1�• 1 I 1 �1; I.SDNc SEE H 11) �1) WIN. SEPARATION TO GLASS 1 GLASS `a i '- Eg,WE m5Htf7Na .I I I--(SEE SCHEOULL ON SHEET 1 I)' I 1 •1 011 'a_T1 19 IW .y � -11VR".r(DQ S i - EXISTING OPTIONAL rA GLA55� . I - -- -=--- i _ 11 I I,i ?.- OPTIONAL II'! I i I. 1/4'Max. E. an E.D.•- I( I I E Z;j D.• 1 , 1/2' _ ____ 1.9' OD—Ea- ON -- -•-� = 12OR-14 --•- - 1/4-0-2Ox3/4-S.S. -Min.- _-___ - ED-•-ED- PHILLIPS TRUSS HEAD 1/410-20x3/4'S.S.PH0.LIPS CONCRETE ANCHORS 1 1$ MACHINE SCREWS USING "ONCRETE ANCHORS .TRUSS HEAD MACHINE SCREWS ( -1•_ 1/4'-20 NUTS♦ 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS O'2'O.C. SFF.SCHFDUI F ON SHEET 17) Min. ORUCONC CONCRETE ETE BLOCK SHEET 13) PO-RED CONCRETE OR CONCRETE BLOCK CONCRETE ANCHORS REQUIRED WAIL REQUIRED 1 HV WALL SILL INSTALLATION (SEE SCHEDULE ON I HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) /OR CONCRETE BLOCK WALL.REQUIRED C,,' HV WALL SILL INSTALLATION 1- S FOR L:OAI4 FORM PI , — INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E.D. EDGE DISTANCE ASSEMBLY ♦BLE E(UA N S OF USE FOR �J`' IN MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SMEE' 13) BLADE 5n;ON SHEET 19 1 H Y BLADE IN ANY WAY TO SUi ANY INSTALUTION. FMDA BtJUK Cw(Non High Velocity Nurricane Zone' AA.uk11111i11 uyA4 02020 TILTECO,INC. 020M EASTERN METAL SUPPLY.INCBE VRK\CPEIV A S S A Accordion Shutter System KV. IRA DE#1 W/OR W/0 Kv wNDOW anaE r N0.441 7 _ American Shutter Systems *: * TIWT TESTING R ENGINEERING COMPANY Y Ev.K 0cseterrlrnl arc DRAWN BY: UP # Association. Inc. 1 OLD 17-107 z '�•' STATE 0 � °�°-'N.W.]MA.sc.s1..305.VRfiNM cw11TNs.FLORIDA 3316 //202f DATE: 7/2/2020 - Phone:(305)871-I53O.Fax:(3D5)871-1531 4268 Westroads Drive x DRAWING No f­CAt00087W-L.— West Palm Beach, FL 33407 3 %IA Fs•''••.. •(Jl� 'ALTER A TILLR 3r.P.E. 20-164 q NAL �1 Y 44167 5 AAA'S�0 ��!`.AASEAL/SIGNATURE/DATE FLORIDA`" SHEET 6 6 OF 20 FOJRED CONCRETE ANCHORS j - -- --� CONCRETE (SEE S.",ICDUL_ON SHEc •3) T�Op (e2 i'- 1 OR 10 ExlsnNc o _� 7o� aJss •t REOUn- _SDmaE a lFEr 01 saamu ON i GLASS i sa�anu `(�&rtE' .tt S RE IF E D.x .•. - APPLICABLE EXISTMG G &ADM Q`k A4 r'- LCImt.L' 9 am- G .{ ALTERNATE 1 / t i EO'+EO- ANCHOR - • _.— EXISTING-j i t LOCATION , I t GLASS i _ �I -110x3/4'HEX WASHER HEAP 11'ORt13'oR'1$' 3;a'ux TEK 5Ci1VS O 12'O.0 EDGE OF�lv I ..i I,F'uF.. -CONCRETE ANCHORS 8 SLA6 IF I i __ 8 j• 7 j (SEE ErI.EDJLE ON SHEET 13) F,.._ _r; WPLGABL Ex.S•ONG ----- - J '- EDCE OF dl•fe GLASS— ' t• EDGE OF-___' SLAB IF E.CA y SLAB F i I -- i--I• - EDGE OF APPL AeUE Nh�MWTOh t 4 APPLCABLE -' _-r _ -"- SLAB IFPOURED m(ME IOURiiI i EA[E M919ff• I I I _ _. _ APPLICABLE CONCRETE - E D=._ `-� CONCRETE HEAD CONCRETE ANCHORS •'FOR 9ATA T,;m M,G r is I i q 1 OR -g• POURED - ____ REQUIRED REQUIRE (SEE SCNECUL: CN SHEET 'A) CONCRETE _ HEAD CONE. -ANCHORS aAG`�9k i REWIRED C L —.- (SESHEE 111 TRENCH INSTALLATION �J HV WALK—OVER INSTALLATION wAUD ONLY FOR UP-D .70, -75 PSF A S.D. FP HV FLOOR INSTALLATION( j DESIGN PRESSURE RATING do FOR SPANS PER HV CEILING INSTALLATION SCHEDULE #3, SHEE 11 EILIMIra sFrwwt:n CONCRETE ANCHORS ._-"._ to cvas '. i Ci/ I I (SEE SCHEDULE ON ran SOEaLL[s- s t/�'¢t1w 6fAlLpt TN•CON• ON SVEEI 1') I afEc n7 t t - SHEET IS) ADVR.®tt4iEA7FOq/i L� ExIISTINGLA3S 3 MAX- CXI GLASS ssauarcx'�wss CLASS -,EX STING --___-._ TEaN0.oa OR./4Y In9ERs I t ja- I _ •151r fC+Z:uF w srcT (1) FASTD.TK�'iM'r7N M oion V/ I Y14'tTAIU}xM TO G.� 0 IF w I,"MM i d SNw 11) O.G Fo/n LP 70 6��AN M6 I'I �, A 4. O.C.FOR SINS IARLFP Twn ' t tl t .I I • 1/4 t :1) 9-0 W TO a-0•wX.AFPLY— ! tom' MAX SFA OIT AT EWJW IASRTER HEAD I, 'T (! x r (TYP.)(SSE NOTE TF CN%w, , ,, ` --l'3 CR 15 E D• FtCx3/a HEX F.T: roR snares s) •� 7/8 _ 2.. Q. i WASHER HFAC Op11.SFAL,W1 - MAX. t un. TEK SCREWS I I t , ! #14x3/4' HEX HEAD I VS. I e 12`D.C. �$I i I i . 1 TEK SCREVS O 9.O.C. �'B. i-i, OR 1/4`0-20 SS M.S CONCRETE ANCHORS -L_- - ,�6 fin /14x3/4'SDS. _ 'I I I i .i .. j '%1•c-70s7/4'S5 uo 'A!'JJ7 O 9•L,,. (SEE SCHEDULE ON 1/2� 'V �J \l a 9'C.c ,J -- III I I/4 J , F� Js�w vao-w NLTs -_ 1 7 ON 18 + 'MIN. ExannG NDN STR:CTI:PA. C /2—�, _ „ R,�8; .` - HIV -a ISM (oEmw ne i EDGE OF -` _ _ i / , SLAB:F ` /1 3/4 F H SOS E. +• 1 7/3•---1 7/P•.�' APPLICABLE.- ___._ - 4x CONCRE[E ANCHORS SEE NOTE 13(oi -`.. O 9`O.C. __ Ca+caeE •'1: G ANN POI:RED CONCRETE (SEE SCHEDULE CN ON SHEET 1 ". NOTE 13(b) - -F.C. -------- OR CONCRETE BLOCK SHEE- 14) POUREO CONCRETE--• ON SHEET , - __ •. (• -.-. PEOUIP.ED CR CONCRETE ELOCN sECUIRED M KEYSTONE MOUNTING INnlAL!aTION I zEr_ K HV WALL FLOOR INSTALLATION 'L; HV WALL WALK—OVER INSTALLATION NAxINUN As.o.zTscN PREssuRE. .w:72 T •' % - NAtINUV SMMA'FN:?'-0' J HV RAINGUARD INSTALLATION t t NO'F=OR C 1HIS INS'A:._TtUN SHAAL BE ^.!IFPIATtOY 0=SECTI045. E.D. a EDG_DISTANCE REMOVABLE WHEN PERFORMED ACJACENT TO AN OPEPABLE EXIT •SEF IIMITATIONS OF USE FOR 1-SEE 5-!EF' FOR ttPK;nL SHUTTER (SEE sPEC1ncATIONs ON SHEET 13) OR ENTRAN.^= BLADE 11 aN SHEET ,9 INSTALLATION DETAILS W f 1;• H V BLADE ASSEMBLY i� 2-MOUNTING SECTIONS CAN BE COMBINEC FLORIDApI t1 iN ANY WAY TO SUd ANY NSTALlAT10N. F BUILDING CODE(Non High Velocity H.:,, Zcne _.dIRW+N�tI ?.02C'L7EC:1 INC 02C20 EASTERN Mt-A-5':F�2f. INC. -BERTHA HVTM EN F I L E C O N A.S.S.A. Accordion Shutter System No. 44 67lout Kv eunE)1 W/oR W/b KV.NIN170W RUDE TIWT TESTING dL ENGINEERING COMPANY American Shutter Systems McwT , WEMAM BY. M.P STATES5S Nw.]4%.St.Ste x15,MGM bAOo:S•FLOAM 3J'e AssoeiOtiont Inc. , OLD 17-107 /2/ OAT[: 7/2 2020 9PhP (305)071-t53D Fox'(30M)871-1531 4268 Westroods Olive;., GRi a-mP CA...a-..- West PDl r decch• FL 33407 3 ORAWINC No ///ss�•••••• •`\C WALTER A TILER Jr.P-E. 4 20-1 64• //y4n�NAI �C`�`SEAL/SIGNAPJRE/DATE RORw Jc .4,67 • SHEET / 7 OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 18 SFE NOTES ON LOCKING RODS©,HV LOM(021 r LOCK®DN SHEET 5. AND ALTERNATE INSTALLATIONS W/ a) EHV OUT 9� ! IN �E>nsnN�GLASS ** f/ BLADE SLACK DETAIL NVF IS VALID FOR ALL BLADE WZ HV CENTERMATES CENIERMAES APPLICATION WITH%ADEQ 231 0R SEE END WALL CONNECTION 1 1�0•®"©• ®•®" EXISTING GLASS DETAILS ON SHEETS 10 dE 18 r.2=,/6 a 2 I ®+®w® ®w0•® _ 3 1/4' — 6 1/2• — 7. ALL"ALUM. OPPOSING ANGLE W/(2) t/4•W rAl'CaN t/2' ®•® SYMMETRYCAL ANCHORS To CONCRETE I CENT.RMA ES (TOP/BOT1aLq e I 1 CENTERMATE� _ _ MIN. SEPARATION (4)lton/z•S.M.S.ro T11B1, + i I 110,<3/4•S.M.S.®l2• W/ HV LOCK. W1 HV LOCK�`or TO CLASS AT EACH ANGLE.(nP) ` O.C.FULL LENCH. W/ (SEE SCHED(1LE IN (5v ON SHEET „) 5 ® - _ I --- — 20. /��w© •OUT HY lJ ©`O+ HVA©R�©•OO `�' 7 $ EXIS PCONCRETE OURED CONCRETE OP. -- w TING GI ASS R�OUJ.EO BLOCK WALL EXISTING ©'®°"�'®R.O.®°"' ,.. , T� SYMMETRICAL —————���'� ©°"� �`®°" —�------ -- -- - GLASS ^ I N MIN.SEPARATION - r Qk)-0 '0. 1-6.6 I `X-S NG . .; ;! i CENTER * - ®'®"I©•®_,v'®n" TO GLA55 r 5: , p - I (SE/ Hy OPTIONAL E HONEDULE J MN. SEPARATION WtN1ERIOR) SHEET 11) TO GLASS I-i� ---- � I (SEE SCHEDULE j IN OPTIONAL --- ON SHEET it) ... - — — CONCRETE OUT i ANCHORS 0 1 � vlyNs- 16-O.C. � i � OUT 6 1/2-MAX.SLACK HVD 'OUT 23' 3S (EXTERIOR) HVE HVF** ,t FLORIDA BUILDING MDE(Non High Velocity Hurricane Zone Cy I III l JJ 02D20 TILTECC, INC. 02020 EASTERN METAL SUPPLY,INC. °�� •..... .(�1,,= BERTHA HV„, A,S,S,A* Accordion Shutter System H.V No.44 67 I L E C O Hc. . aaDE#1 W/OR W/O H.V.VNNMW BIAOE `* American Shutter Systems iEV.Nc DESCRIMM DATE DRAWN BY: MP Ar TILLIT TESTING & ENGINEERING COMPANY s a STATE .F ZOiLo 6355 N.W.360.St,Stc.IDS.NRG_G&FIDOJS.RAPiM 3Ji A9EOCIa1IOn� Inc. , OLD n-t07 /2/202' DATE: 7/2/2020 Ph—:(305)871-1530. F.. (305)B],-1531 4268 WCslroads Drive 2 �L,�.(`• F�ORI ,P .' .- I:tae.�ooaa.�o,o West Palm Beach, FL 33407 3 DRAWING No F' •...... ••'�'_: CA-0006719 -- 20-164 A, wFLLTEROORIDA�e 44167E 5 SHEET 7 YTT111IIIIII JI�IL. SEAL/SIGNATURE/DATE 6 B OF 20 ALTERNATE INSTALLATION W/HV "Tee LOCK 3(�i HV MALEZFEMALE "T" LOCKS CENTERMATES �28gj & LOCKERS (�7 WZ '1.- HV BLADE RJ SEE END CONNE MCM DErAILS ON SHEETS 10& 1e INSTALLATION '1 HV_ BLADE enoEQsAGx OETNL HVF.NDIGTED DN SHEET e.� Wl HD CENTERMATES �il As WELL AS UNNERSAL FLOATING E:VDE®DETNL HDD-HVD. pA�!p �a©•Owba�.®q INDICATED oN THIS SHEET.ILLY BE USED WTU1 TMS N.TERNIM, CONNECTIONSEE END WALL �-Vs®q©•A ©'©q INSTN.UTgN DETNI tNG SHOWN W iM5 SH DETAILS ON SHEETS OA e ©'O•®q©'O'®q (e06 "AU."I111N AN W/(2]1/�51 TMC011 2/E• I . ANC 0 f TANX[ - .35i; (aPI101YIL) . 4CH-G. r-) G.C.ML lD1vR. * IN (4)N V - -- IN c{)N.V. _ 33 _>ol1.WW. v^ ©0 HV "T" PINS(rre) PINS(TYP.)- LOCK (INSIDE) lO 2:r, • ae_. - a --— ._ it 1 _ — — — — — fc- L . en' i e7e•.. �2r1 L� ouT 31 aR 32 * `*I 37 oR 3© 3I aR 32 31 00 1/4" 0-20 x 1 1/2" S.S.M.S. 34 ;35� (te ) -rSID OCK.ORI:O SHEET HV Loex�. _ W/ 7/5"0 x 3/32" WINGNUT. (oPnoldw HDB—HVB OUT ��r. T LOCK.ON 91EEf 6. @ HV 'T' LOCK (OUTSIDE)' SYMMETRICAL HD CENTERMATES SYMMETRICAL.HD CENTERMATES t SEWS N44 ALWINUV - HVG'� W �4`LOCK EXTERIOR) IN �1rLOCK (INTERIOR) (2024-T3 ALLOY)WtCE RANGE TMAI ® ®q©.OaOgn•®a SHEET 14UTSERII.PR /0820, AS MN AIMIRED I AVOEl CHERRY . l .PAR NY, AERAI 0703 OR EQUAL ®0 1 q•O®q®(��••�©'©O'.V©®'qq-------------- "�� .ril /,I © SQ NOES ON LOGKNG RODS®!MD®LOGES CN SHE_R 3 •---�i V V `. #'F UNn96K o uDA—NAPE©wxL KF v 4 W410 iQ ALL¢1RFllYD6 IlFUDwN^IN MITI MILE Q J HDD—HVD# FLOATING STACK FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone' 02020 IILTLCU.INC. 0 2020 EASTERN METAL SUPPLY, INC. BERTHA H V , ' \r,ENS A■S■S■A L� Accordion Shutter System L E C O I N C. ■ FLV. 0^OE/1 W/OR W/0 HV.NANDUN RA DE 441 7 ��— s '' American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY REV. OESGVTION DATE DRAWN BY. M.P e3ss N.W.3e1n.St..Me.303.vrN.TMA CMOENs.nOR1M 331e Association, Inc. 1 OLD 17-107 7/2/202C MTC 7/2/2020 S-o'•, STATE. Mn :(303)e71-1530.Fax:(3O3)R71-1531 4268 Westroods Drive x DRAWING No . n t� 0:c.L nDW.DI.— West Palm Beach, FL 33407 3 /2 F�D Rj� CA-0006719 20-164 �'••. ` WAITER A TILLI(Jr.PF. 4 NA ?SEAL/SIGNATURE/DATE FLORIDA Ui p 44167 s SHEET 6 Y OF 20 -POURED CONCRETE OR - - POURED CONCRETE POURED CONCRETE POURED CONCRETE --- -- -- CONCRETE BLOCK WALL OR CONCRETE. OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED - I BLOCK WALL REQUIRED EXISTING GLASS IX CONCRETE ANCHOR - EXISTING GLASS �_ O 16"O.C. /�IXISONG-GLASS -r- - 2•NUN.- - EXISTING CLASS 2"MIN. / f7 MIN. TSEPAIATIO1 - _. r i I MN.SEPN"110N TO GLASS(SEE SHEETMAN SEPARATION _ 1 .-i CO3-;T^EO is GLASS(SEE - 11 FOR ON TBISCHEDULE�(D 19 FOR SCHEDULErog �ON(4EEf TO CLASS ASEPARATION I SOEDIILE w S EE 1/1613 MAX. -__ 11 FOR BUOEQPND (6063-ifi)CONT. B��k� _.__ _ 11 FOR FAAOE Ono 1 SCHEDULE ON SHEET (LOCATE AT --_ ON SHEEP 19 FOR ALUM.CLOSER ON 94M 19 FOR 1/2- - -. -II FOR MADE OAIO ETHER 510E BIALFS�k Q�J) PtAIE. (LOCATE 1/2'' -1- -.-_ -. ._ ` BLADES Qk® I ON STET 19 FOR OF 5Q) AT FITHFR SO; MIN.' B.1�Smk - I _._. _. _ .., 1/2"ALN. - - —-.-. I M 4 USE 1"GR 2'MAX. I 810xT/2'S.M.S. I _ 1 _—__-_ AS APPUCABLE)x2-xt gxO'-2" 1�'10x1/Y S.M.S._ --_---_ a 16'O.C. I ALUMINUM CLIP ANGLE ` --- O '6'O.C. -- O (6063-T5 ALLOY)AT MIOHEIGH T I/ (1) /1Ox 1/2"S.M.S. TOQk J (2)1/ TAPCONS ANCHORS TO ( - �. SEE DETAIL X FOgJ /mj-�` WALL AT 1'D.C.(LOCATE AT e� (� r SIDE CONNECTION V OR ® EITHER SIDE-OF Q) (u OR >< SEE DETAIL X FOR //�.OR t7 SIDE CONNECTION V IQ�\ TO TRACKS 7 - _ OR b fi 7 8 1D r ©© Ow©•O7'©w 70•ow SEE DETAIL X FOR TO TRACKS i �w 6 7 w 10•®' I ®.®w©-0-0.0w SIDE CTO�TRACKS a 6.0- END CONNECTION DETAIL 10 END CONNECTION DETAIL AND CONNECTION DETAIL�3 END CONNECTION DETAIL . POURED CONCRETE OR l ♦ REOUIRED ONLY FOR SPANS GREITER THAN 12'-0' /- E%6■IG GUESS CONCRETE BLOCK WALL EXISTING L _t)____.i A REQUIRED ; GLASS (:4) MRE g7WMT1pN /10ti1/2-S.M.S. I�oULEL�O(�T O fe'O.C. MN SEPARATION .- 11 FOR 8lI0E QMp CONCRETE - 1/2'MIN. TO GLASS(SEE y --_ ©OR®OR i OR SCHEDULE ON SHEET ,— ON SHEET 19 FOR ____ HAOES mk0 12'O.C. 11 FOR MADE mMO ..--_ —__�___ ANCHOR ON SHEET 19 FOR OR 3 0R) OR) O 16- O.C. N _.1/2''MRL OR� , 2' MIN. -2"SIN. E0 LI ♦ SEE M ATIONS OF USE FOR ' BLADE UA `✓OROOROOR ON SHEET 19 @OR@OR(qGR0OR(p VIEW m OR PLAN O� ®w IL X PCURED CONCRETE OR ®OR 9\.`-L �w©•O„O_/.\-®a, _ _ s®w©.Oj w g 1 DETAIL CONCRETE BLOCK WALL REQD:REc �w®w©•Q'�w©"•i©`ya �•®w©.�,p.©w END INSTALLATION 6 ©•70•®w©•07 •®w I)HV BLADE OR 1 A, HV WINDOW BLADE INTO �O.O•©w©.p.®a ®'®'® � CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 5� END CONNECTION DETAIL© w00 yyy,,,,,,""" FLORIDA BUILDING CODE(No-1 High Velocity Hurricane Zone R�ill <C -'x 02020 TILTECO, INC. ®2020 EASTERN METAL SUPPLY, INC. 3P''��cEr•'F• '� � BERTHA HVTNI LI �rEC O � Accordion Shutter Sy stem S S A■No.44 67' i KV MADE f1 W/OR W)O Kv.NINDOW MADE AV J� jaTILUT TESTING h ENGINEERING COMPANY American Shutter Systems - DENAeTION DATESTATE F 03M N.W 35 51..St- X5,VMIIA GAALRu .ILOWM 331E- A•1'sociation, IOC. IOLD 17-107 7/2/20 Ph- (305)B71-1530.I-:(305)871-1531 4268 Westroods DriveL `(DRI P ' i .-mai:ultmoeool.00m DRAWING No �i�fCn'-•-. •'r\a�� p_oaos719 West Palm Beach, FL 33407 s I� +c �Ai7jV tS�o,llp � ;�I�S WALTER A TIU. Jr,P.E. 20�1 V4 V 77��711111H1 e` SEAL/SIGNATURE/DATE FLORIDA Lk. s11e7 5 SHEET • f0 F 0 SCHEDULE /1HEDULE Al2 crlacrnu F >r3 MAXIMUM SHUTTER SPAN "L+' OR "L-" MAXIMUM SHUTTER SPANK "L+" ,tAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR -L-" ft. FOR INSTALI 'r�D ( ) �R "L-• (ft.) INSTALLATIONS MBM6IM® &®or or INSTALLATIONS W/ W CONCRETE do W/ ONE H.V. LOCK ® or ® or or f-j F"" WOOD PO l+: MAXIMUM ALLOWABLE PRESSURE FOR . GIVEN ��' =s® i & W/ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS�Y or ONE HV LOCK or or - OR W/ NO LOCKING WALL A, B, C, D, E, M, N, 0, P, Q L-' MAX.ALLOWABLE SPAN FOR A GIVEN NEGTfvF CENTERMATES®&®W/ ONE HV T" W/ NO LOCKING RODS® A.S.D. DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t.tt) ODS MOUNTING F. K & L R, S, & V. (VAUD FOR MOUNTING I@ BOTTOM (SEE NOTES t.tt; (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H. 1, 11,J WALL MOUNTINGS CONCRETE&WOOD INSTALLATIONS CONCRETE&W� MUM CONCRETE MOUNTING & M T. U, W & X (TOP/BOTTOM) OR FLOOR/COXING: ASA DES" A311®n ` r� ASal DENox NSTALLATKNS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING rLOOR/CEXING P01391.0w WALL MOUNTING rNE596K F1.00R�COlBIG AWINRING DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. MOUAINNG vim TP..TJ FLooR/cuLwa MounmG ROMOt GIVEN A NEGATIVE AS.O.DESIGN PRESSURE RATING. (•as-) ____ __ I.DA-) (•OR-) ROORJWALL MOUNTING DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE. L• (R) L-(y L f (ILL L-(R) L+ (11) L-(IQ 0 MAXIMUM SHUTTER SPAN 7+-OR "L-"FOR 30 O_R5 L_ Il'-10" 14'-10" IS'-2' 16-0� 35 35 15'-2"16'-0• 16'-0' 16'-0' 16'-0. 30 16'-0' 16,-0, 30 16'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE UNITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 3 105 psf.A.S.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND 'L-". t4'-1o' 14'-to" 16'-to" 40 13'-10" 133-10" 14'-2' 15'-2 40 13'-10" 13'-10' 40 14'-2" 1 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1• 13'-4' 14•73' 45 13'-1' 13,-1, 45 13'-4' 14'-3" t HV CORNER CENTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS - - ...._ _ 50 12'-5' � 12'-5" 1Y-8' � 1}'_7• 50 12'-5' ,)_-12'-5' 50 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONSW/FLOOR/CEILING MOUNTINGS: 55_ 1V-10". 11'-10' 12'-1' 12'-11' 55 11'710_' _ 11-10• 55 11'-1' 11'-11" SWUA BE AS INDICATED ON MANDATORY CONDITION/2 FOR A GIVEN POSITIVE A.S.D. UESIGN PRESSURE 60 I I'-4" I I'-4" 11'-7' 12'-4 60 11'-4' 1 V-4' 60 10'-2' 1 70'-11' NOTE/5, SHEET 5. RATING: 65 10'-10"1 10'-'0• 11'-f' 1V-Li" 65 101-1a" 10'-10" 65 V-5" 70'-t" DETERMINE: --`"" - ' _- Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 :O'-8" 10'-6" 10'-9 11'-5' 70 10'-6' 10'-6' 70 8'-9" 9-4' L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' I 10'-1" 10'-/" 11'-1' 75 10'-I" 10'-t 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHRI TER SPA!'L+-OR INSTALLATIONS. 80 9'-10' 9'-10" 10'-0" 10'-9'_ 80 9'-10- 9' 10' "L-•AND MA)aMuM&S.D.DES14G PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE -- _- _._-__._ _... 85 _ 9'-6• I 9'-8• 9'-8" 10'-5' 85 9'-fi" 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: SHALL BE LIMITED AS FOLLOWS:90 8'-3 ! 9'-J 9'-5" 10'-1' 90 9'-0' 9'-3" - CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: 95 9'-0' 8'-9' 9'-2" 9'-10 95 9--o- 8'-9" L, MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. - 11 LIMITED TO +64,-72 p.s.f. AND 8'-0'SPAN, SEE L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9- 8'-4' 9'-0' 1 9'-7" 1DO 8'-9" - 8'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 6'-7" 7'-11' W-9- S'-4" 105 8'-7- 7'-11'_. 110 8'-4' 7'-7' 8'-7" 9'-2' 110 B'-4' - 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2• 7'-3' 8'-4' W-it" 115 8'-2- 7'-3" MINIMUM BETWEEN 'Li+'.'L2+", 'Lt-"AND "L2-" 120 8'-0• 8'-77' 8'-2" 8'-9"_ 120 SEPARATION TO GLASS SCHEDULE (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 5'-S' 8'-0' _ 8'-5' 125 7'-10• I 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.U. DESIGN 130 7'-8" 6'-5' 7--10" 8'-1" 130 7'-8' PRESSURE RATING 10 DETERMINE MAXIMUM ANCHOR --- WIND ZONE MINIMUM Sp„c,I,G. 135 T-T 6'-2' 7'-9" I 7'-9" 135 7'-7' 6'-2' 140 7-5• 5•-11• 7•-7- r 7•-8•- 140 7'-5. } 5'-11' ASTM E-1996 SEPARATION -7'-3" f 5'-9' 7'-5" I 7'-3" 145 7'-3- } 5'-9" TO GLASS 150 7'-2" 5'-7' 7'-4' 7•-0" 150 7'-2' ' 5'-7'- __. 155 T-0" 5'-5' T-2' 6'-9" 155 r-o• 5'-5' 1 THRU 3 1" 160 6'-:1' S'-2' 7'-1" 6'-7" 160 6' 11' 5'-2' 165 6'-10' S'-1' T-O' -6'-4' 165 6'-10' 5'-1" 170 6'-9" 4'-11' 6'-11' +---6'-2' 170 E'-9' ._._-_____.. y..._.-__- 175 6'-7• 4'-9' 6'-9" 175 6'-T 4'-9" 180 6'-6• 4'-e' 6'-e" 5-10' 185 6'-5" 4'-6' `.1.- HV BLADE 185 __ _6'-5" 4'-6' 6'-7' 5'-8' 185 0'-S' 4'-6' 190 6'-4" 4'-5' 6'-G' t 5'-6• 190 6'-4' 4'-5 195 6'-3' ( 4'-3' 6'-5' 5=5' 195 W-3- 4'-3- 200 8'-2' i-2- 6'-4- 5'-3• 200 6'-2" 4'-2' 205 6'-1• i-1" fi'-J' S'-1' 205 fi'-1' 4'-1' �NIA M CODE(NOn High Me,ocity Hurricane Zone ♦♦```�� ) IWrII111,11 02020 TILTECO,INC. C2020 EASTERN METAL SUPPLY, INC. BERTHA HV-'A ♦�P ��� NS 'J9� IL E C O �N�. A�S�S,A, Accordion Shutter System N0. 1 FLV. BADE/1 W/OR W/0 H.V. WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shunter Systems LY,N DExRWTaw DATE DRAWN BY:MJfw-1 G. Assoctatlon Inc. , // 6355 N.W.3Mh.St..S4.W5,VAGAAA GNMIDIS,rLDAAA 3316 OLD 17-107 /2/20 OUE: 7 2 2020 o' STA OF Ph—: (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 6-ma0:lilt«oODol.com DRAWING No P ,:��`� West Palm Beach, FL 33d07 3 F LQ G-oo06]19 20-164 �i F ♦ WALTER A.IRUr Jr.P.F. 4 n A��hls/�N .&.�f/SIGNATURE/DATE µ187 6 SHEET 6 0 20 MAXIMUM ANCHOR- SP !NG (in) c HED II E FORA GIVEN MAX, SHUTTER SPAN, a"s D D a.N N •A PR cc IR RATING AND A CoRRESPOND114G MOLIMFING TYPE FOR CON RETF nR GOh RE�E C. C ANCHORS SPACING LEGEND POURED CONCRETE WGS A . rt+0 OV MEET e, CONCRETE CONCRETE BLOCKTAPCON OR A:WALL HEADER MOUIRNG -;A;WALL HEADER 4MOUNTING ®WAIL HEADER MOUNTING _D'WALL SILL VOUMING D-WALL SILL I�Ol1NTING :C.dl F,WILLL HEADER/SILL TAPCON WITH ADVANCED W/:,2' W/14 MOUNTING THREADFORM TECHNOLOGY (R) !11Ed11E 110.59lE 14117c AS0 OE5101 1LtI6E P 6i910.I111ef(p ASD.6E911 1EG11,A P9ESS K 9A7110(pd A5 0 0Fm/MECN YE P1�9wE M71C 4S.0.DEMN I MUNE P9E1517E wont(74I OEM IB401E FRIMM 111 ALL POINTS SOLID-SET 30 10'00 75 90 120'100.205 JD 401011175 90 j1201901201 JO 40 60I73 901120.1W 30140 i 60 75 10 120 160 205 30140 60 73-90 120 1601 30140180173 190,12011W'205 BLUE TAP 4JI10 9 B e 6 6 /4 12 7 9 B B 6 .6 14 I3 10 4 12 10 9 e 8 - 14�,2 10 I i B 6 ss _ _ 3--w 71 12 10 li e 6 14 '13 10 f s a 6 8 14.12 110 / ?e e 'e f 6 14 I2 10 9 • 1 1 • 14 t2 ,0 f • 1 6 / • e e S 1{ 12(10 1! • li 615 14 '12 70 • ■ 8 8 8 14�12 i/0 _• e 8 8 tg 11 1! W 1 • • 1] 14 12 10 • • • i1 ,, •j g g'0- �,-� j _� TAPPER' 12 10- 9 !18 6 6 H 11' 10 ! e a 6 14'12-t0 0 e e 'Go e 14 12 10 f • • 1 - 14 12 10 • 1 • 9 o i e e' • • • 7 14 it2 10 9 e e 6 4 t4 12 I70 / • f 8 14 12 10 • • 8 f t{ 1 10 9 • 7 - - 14 10 _ - ■_ e e e • _ _ 4•-� 1{t 12 f0 9 e e 14.5 11 121 10 e • ■ 1 e 6 14 12 10 9 1�I 6 e 1{ 12 10 9 '• g 55'- 1{ 1! 10 • 1 ■ 1 / 1 f !' 8 6 • /L 1{ 12 10 B 8 g 6 4 11 12 to9 • • 6 '4 14 12 10 9 6 e e e ti_t1 70 9 1 1 e - - I{ 1210 ! _ S 1 14 12 10 9 '• e 6 1 14 12 10'8 1 e e 14 12 /0'9 e e e 6 1{L. 10 9 1 e : - - 14 1S 10'9 6 • / - / ■ /'.e`0 ■ 7 1/ iz t0 s 1 :g 1.3 - to 112 10 / s JA 14 12 10 9 B 8 6 6 U 12 tO B 7.5 - - - 1f 12 /0 9 lA •• - 1 e 7b!u 3.-0. 14 /z'l0 9 � et4.g = 14 j12 TO 9 3`i a3.314)t2 -1o'a e _tl 6 8 14 1s to 9 e 7 - 14'12(iojDSEE ANCHOR 14 12"10 9 •-3b = 14 12 10 9 18 y 9 4.3•= 11 i 72+10 19 a 8 6 `1 11 12 10 9 B J - - 14 12'10 9 1 11,7 B'6 1 1_ _• 7 4 SPECIFICATIONS f{'12 f0 9 r• 1 4 11 12_70 9 e • e JS 14 12 l0 9 6 8 6 6 if 17 10 9 8 - - - 14 12 10'9 e 7b B- f 1 1 • 79 3,3 4 ON SHEET 13 14 12 10 B • 3.3 11 12 10 9 8 6 4.3 14 12 IO B B B 6 6 1{ 1 9S 7.5 4 - - 14 12 93 •.-O. 71'12 10 0 I_I 6b 14 12 10 9 8 g 4,5 14 12 1 10 9 6 8 1 f 14 f2 10: 9 8 4 - /4 12 t0 9 8 8 4 '- 8 e 8 1 1~e i 8'72f 14 t2 10 9 9_ _2 - - 14 11 10 9 e B - - 14'12 10 t 9 ! B L. 3S 14 i/2 10 j 9 14-1- - - 14 12 10 9 7"51 a - I- B_ B g / 7A 3.g 4 J 11 12 IO 9 I• • - - 14 12 10'D e 8 1 �- 14'12 IO 9 3 8 / 5.' 14 1! 10 19 5 - - - 14 i2 1 10�9 8 '4.5 - - B 8 8 IT 1 14 14 112 10 9_1 j.4 I+:- 11 12 10 9 8 18.5 ] - la 12 10 9 e 1 8 • - 14 1 6 CS - - - - 14 12 ■ 0.3 i5 - - 8 3 7•-0. 1412 i10�9_6 ♦ - - 11 f2 10 9 86.5 ] �- 14'12 10 9 618 1 '- 14 12 10 9 0 - 14'_12 I0f9 .8 7 �- - B 6 8 g 6 6 7.56 14-�12110 9 4.1 - - - 14 12 10 9 e '4 - I- 1411_10 D 8 7 4 - 1{ 12 101S3 - - - - H 12 10IB 85 - - - g 8 B 1,63 6 3.5 - 14 d 110 9 73 3.73 - - 14 '12 f0 9 8 6 - - 14 11 10-9 e a 6 - 14 12 10 1 6 - - - - I4 12 1• 0.1 7 B�e B •17 3 � 4 14 14 12 10 9 8 14 2 10 3'-�• U 112 I to 15.5 3s 14{!12 to 9 E 43 - '- 14 12 t0 9 e 83 = 14 12 r68 J - '- - I- 14 1 14 12 0.3 7 1 - e 73 7 4 b SEE UAQATiONS pF USE FOR 14 12 f0 9 6 3 1{112 10 9 8 45 - 1< 12-101 9 e • - 1{ 4 9b 14 to to 7 4 - -i 14 l 3,5 La u fiS'7.5 45'J ■ •i•'Ib5 5 / 4b ' - BLADE \ sHl�r 1• 1 12 10 16.6 4 - : 14 12 10 9 7.5 - - 14;12 10 9 g - - 1 4 - - 1S OJ' 6.S 5 - _" - ._ _ _. tt 11 11 t0 0.1:1 - 1- is i2'10�9 `7.3 - - - 14 112 'O 9 6 - 11 11 q 6 - - - 14 12 10 9 Ki �' _ _ 9-0 r_ 1 _ - - - • • a • 1 63 s s 14 12�f.3 4 - - - 14 I t2,f0 f 4.3 - - - 1{ 12'.10 9 7S11b 43 - - - - 74 f l�7.3 0 - - - t 1 1.44 J_1 6 4-" 14 12:to e 4 - - - t4 12'10 1'7 -- - - 14 12 10 9 i e - !- - 14 12 • - - - - - 14�12'B 63 - -- -- - ��! -• y { 11 12 !3 5 I33 - - - 11 13�f0 f S3 - - - 10 9 e - 1 - - IS e5 5.5 - _ - ■ 1 4,3 01-W 14'17 9.5 5 7s 11 12 f0 ! S.5 - t0916 - 11 12 7 - 14 12110 i7.5 • - - • _• • S ! 73'4b 14'12 5Z'J3 14-i2 10 1�J I- - - '10 9 �6 i�10.3 2 - - 11'f03 7 33. - +- _ 14 12 9 's.1 3 - - - 1♦ t2 10'/ S - - - '10 9 '• - - - 1/ 11 - - - - t4'1t 75. . - - _ --- - - 14 12 7 I- - 14 12.10 - - f- - 10 - - - - 03'/ - - - 1 5 - _I / 6 6 3� J, _ 11. 14 14- 14 12.10 - - -1,141 / 12 1D - - - to 12 3 ' - - 11 12�10 - 14 12 4 - 14 /2 10 - - - 14 11 1D - - 2i u. - _ _ 14 12 0.S - .� if /2'10'- 1 = 14 12'10 -I- - 5•10 - - - 11 10 7 - / •, 7'11 12 14 12 10 - '- - 14 12 10 1- - - 9 5 7 _ _ _ _ _ - - e i• � 4.5 - 1412S.S� - 141210 - - I 1412'10 '- - 11112 ♦ - - - 11,12�01- 1 - _ - j 15 J I 14 12 J - - - _ 14'12 6 - - - - 1{ 11'1 o-- - - 1 s�la1 --1 -- -_ y- 1 s •.3 4 '- M 72 14'12'10'- '- - - - 1411210 - - 2s 93 - = is f34bT- '- '- e'a�6 6' 4 6 '\ H 3 ' 14 12 - - - - _ ,4�,T =- - - 9 - - - �1 - - - - e 6s s J - _ V BLADE OR '1 HV BLADE 14 14 14-,2- N 12' - - - - • 12 - - - - I- 14i12 - - - I- ,3•-O' i. to = _ _ _ - 14'12•- ' = f_ _ - _ - - - - 6'-a a �'-: �3 - - 1nA HV WINDOW BLADE N 12 _ �p.1.5 _ r_ _ CAiD e e 1' 1 Js 14 . 14 - 14 12 - - _ ( - 14 12 7- _ _ 14 t2 _ 1_ _ _ _ _ t. - - - 13 �._ _ _ _ _ 4---8 53 13- 7 11 S _ _ _ _ _ _ _ - _ _ _ 14'-0 ,4 12 - - - 74 12 .. ._ _ 1- .- H 12 �- - ") f0 9 - - - - - - - - i e - - _ I 14 1!I t , 7.5' 4 WORKING IN UNISON ( 1 14 12 - - - - 4 i- - 1- -I - 16 131 - - - - 0 7S'5'1 - ' - - t4 1b'- '- - �- - - 14.17I- - - -1- - 14-12 - - 1- '- - - 0.5 4I- h3 •1 - 6e 1' 1 ' 14 _ _ _ _ _ _ 11 5'-0 14 _ _ _ _ _ i_ 14'_ _ _ _ _ _ _ ' 1- 14._ _ +_ _ _ _ _ _ _;_ e 7• 6 7 7•3.51 - - - - 14 14' _ _ - 7'4.5 J3'3 _ _ 10 10 - 1'=I- B'7.3 S 4' t4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ AFLORIDA 14 - 14 -- _ _ _ _ S.S1{ 716'-01 • ' 14 _ 1a _ _ _�_ Is _ _ _ _ _ _ 14. _ _ _ _ e.,b' e'isie Jp1��I11yY /4 _ _ - _ _ _ _ 14 _ _ _ _ _ _ _ 11 _ _ _ _ _ _ _ 13 _ _ _ _ _ I_ 1 _ �._.• UUIW1It17 CO(E(Non High Velocity Hurricane Zone '�'�TIN 02020 TILTECD•WC. 02020 EASTERN METAL SUPPLY, INC. .:... �r✓psi BERTHA HVt•7 . A.S.S.A. Accordion Shutter System No.441 , -�� Kv. RADE p1 W/OR w/o Kv. WIMM et" TILLIT TESTING & ENGINEERING COMPANY American Shunter Systems•k Y EY.M OOC■►00M OATS DF14 N BY: MY S 6M5-J6111.St.,N..305,q IA GW0815.ROTTIM M16 Association, Inc. I CLO 17-107 /2/ ]ATE 7/2/2020 STATE Ptw-:(Jo5)871-uw.Fox:(305)871-1531 4763 Westroads D�rvr. 2 •'• . m,a:un«w4w.oan West Pctrr Beach, -1. 53407 J DRAWING No st�.t .• �0R1 t1 r G-000e719 y Fs '........ f�:r wa T1R A 11LUT ar,a E 4 20-�64 �'�9ipS�Ono W..��SCAL/SIGNATURE/DATE F o9nA uo. «,s7 3 SH IE or 4 612 MAXIMUM ANCHOR* SPAQIN rt a SCH DJl F.FORA GIVEN MAX SHATTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES _ (SEE WOUNT74CS E,G.&H ON SHEETS 6•7) 1.ANCHOR$TO SUBSTRATE SHALL BE AS FOLLOWS: pww MUM 001�CONCRETE (A) TO EXISTING POURED CONCRETE: (Min.Cc- 3 kei) EOWALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING - t/4'0 TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.f c�3 klli) SPJ■H - 1/4'0 X 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (MIn.rc e 3 k0i) QD SD.DESO!NEGA7K PRMIRE W16 ___ ._. MMOK GAF AGING SD.O M 1•fA1kE P1�U0 IYTYG(pIQ TAPCON - 1/4'0 BLUE TM CONCRETE ANCHORS W/GIP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC.(Min.fc.2 kw) 30 4D 60 75:DID 7201160 >p 40,6D 73 90•120 160� ]O 40 ti0 75 90 120 180 - 1/4'I TAPPER+ANCHORS AS MANUFACTURED BY D. T,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14[11 10 1 9 6 B 8 S 1 12(1 9 1 B 8 8TAB' ADVANCED ID 9 8 T �TECHNOLOGY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMF121CAN SHUTTER SYSTEMS ASSOCIATION, INC.(Win.t c -3 kei) Y-0• 14 12 10. 9 8 B 6 ■ 11 12,10 F 9 BIB 6 • 14tl,2 1 r 10 9 j S 1■ • bOR LEN 14 12 l0 1 p { { • • f1 12 f0 9 _• • • • 142 1 f0 �'�SO�� �S` 12 0 • • • ■ 7 14 12 10 t■ • • • • 14 i 10•9 s s • • BLUE TAP w/CAP A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER, 12_to�_9 • Sb 13 14 12 70 f • _ ■ 11 10 9 I a B 6 S TAPPER+ ANCHORS IS 1 3/4•,AND FOR BLUE TAP W/CAP µCHORS IS 1 1/24'-0• 1! 12 t0 9 •_ • • / 1! 12fa _/ { N 1? f0 98 5$20 -• ■ ♦ 11)12 10+Y { { • 40 1�11; -K /0 9 B 6 a 3.5 A2) MINIMUM EMBEDMENT OF 1/4'0•3/4'ALL POINT'S SOLO-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE. NO EMBEDMENT N 12 10' i- i • e 4! 14 12 10+• { { • &5 14 12 10 9 8'{ 6 4S INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 11 10 • 7d S2 >3 - 14 1/2 10 a •_ i { 14 IS 10 • • 7 SS 4 •SEE u�[A1bN5 of us[Tat 1 MINIMUM FOR WALLS WITH NO STUCCO. 5-0 14 /2 10 f ! 8 •t• 14'12 10 • 5 • b.■ 14 12 10 .� 8 •4b •' l'�' �LLT 19 I - A3) IN CASE THAT PRECAST SrONE,PRECAST CONCRETE PANE75,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 11.12 10 - 8 7 4 - 14 112•10 • { •A 3 SS 11 /2 10 ! M -0- 15 3 ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 14 12 f0 Y !T7.5 - /4 f2 70 0 9 { ■ /.8 f/ f4 10 ■ • { aS R NOTES LS)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR N 12 Ni, 179 es' 14 12 In ■ 7j'Sj S t4 12 l0I 9)8 •D l 4 12y 13A INSTALLATION INTO EIFS WITH PETAL SPUDS SEE SHEET 20. 6•-0• 14 12 10 9 73 3.5 3 -114 17•10 Its 7 �0.5 7 4 1 3 14 11](B '63 Sd 4 3 1- (B) TO EXISTING CONCRETE BLOCK: (ASHY C-90) 11 /1 10 9 8 8 - - 14 12 t0 • 8 �0.3 S i4 12 10 83 • S 4 - - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS NAN'UFACTURED BY I.T.W-BUILDEX14 12 It . HORS.AS DISTIR 14 ix M,93 56 8 1- - 1! 12 10 N• • �•7 f 8 3{ 1{ 12 f0 • 73 Sbl 4 '3 -1/4.0 BLUE4TAPL CONCRETE1NTS�ANCHORS W/CCAP MANUFACTURED BY FLORIDA FASTENERS BUTED BY ALL POINTS SCREW,Bp DIRECT,INC.SPECIALTY COMPANY. r-D' --1- 14 14 10 6 63 4 - - 14 12 •7 • I4A'0.B - 14 tfOA 7 30 48 351-_+_-_ -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DE'WALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECML7Y COMPANY OR µy 14 t! 7 1 85.7 4 14'12 10 I f 73 ss 4 - 14+t2 • 7 7.{4B - - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICM SHUTTER SYSTEMS ASSOCIATION.INC. 14 11 715.5.42,}- - 14 12 10 • 7d 53S 4 74 f2 • 7 { 4S 3 14 12 f0 9 8 l - - 14 t2 i0 p 7■ •_ 4 N 12 10 { Od 6 30 MOTES: 71 12 8]li 7 SS 3(- 14•12 1 T. e55D ! --- 1.•�.f4-• � 4 3 _ _ 9.7) MN(NUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TgPPER+ANCHORS IS 1 1/4"µD TAPCON 14 12 9.5 7.5'6'- I- - 14 12'95 B 8.5•S - __ 1!•• • b 4 '-_ _ WBH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 11. 4 •.S lSI S 33 - - - 14 12 10 6 6.5 5 - - 14 1 •){ 4 - - B-2) MINIMUM EMBEDMENT OF 1/4"0 v 3/4"ALL POINTS SOLD-SET ANCHORS SHALT BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO 9'-0• 14 12 . 9 8 - - - 14 12 10 9 75 4.5 - - 11 12 •8' 7 S..S�4 - - EMBEDMENT INTO STUCCO SHALL BE PERYITTET7. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD S10000 14 11b 7A e 4 - - - 14 111 7 5.5 S S.S - - 11 •�8145•15 - I - EXISr,AND 1'ADNNl1M FOR WALLS WITH NO STUCCO. 14.12 2; -,4.5 - - Il 12 8.5. 7 35 4 - 11 10.St 7 S.S. 45 - 13 &S S.S 4 - '- - - 14 112 9 ) 6 43 - - 14 11 7 S.S a.5 33 - 8.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-0 is i 12 i 10 9 �7.3'- - - 1a'12 f4' 6 6b 5 - - 14 12'6 16 S 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SWILL BE AS INDICATED ON 11 10.5 7 5 3.5'- - - 1]!93 0.0 S 4 3 - - 10 7.5 5 4 3 - - NOTES 8.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WTHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7S SS - - - - 14'11S 0' 6 5 4 - - '2.5 9.5' fi 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. O.S B 5 - - - - - I/ 11 { •-5 5.5 4 - 13'70•63 5 4 3 -1 2. 12 10_- - - -T- 11 H 11 8 7 8 a3 - - L4 tOb 7 53 43.33 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 23 10 5 - - - - - 17 i 6's3 4 '3 -_f-_ • 7 43'3b 3 - 14 10 7 '- - - -1_ 14 108 3 is 44 - - - 1/3 t0 db A613.75- - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. •.S 7 41 _ _ _ _ _ u t1S17bI • S - - 12t• • 40' 4 11 12 to - - - I- - 14 12'a'e5'S3 - - - 13I10 •3 S 4 _ - EDGE M-JAN _SPACING SCNEDULE FOR ANCHORS:/J!111465.- - - - - 71 8 S51 4 3.3�- - - _•I• 1 3 - �_-_ - MAXIMUM ANCHOR SPACINGS µE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING ].6.•A '145 5 4 - ' • 0 4 - -T- - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - - 14 5 7 S3 4.5,- {- 11 •S M - ' 11 /1l 73'65�- - - - 13'-0' 0 5 1B - - ._ I r - 1a i • ss 4 - -- REDUCED 10 7.5 S 4 I!1. t - 7S`83 4 3 _ - - _ USING FACTOR SHALL NOT BE LESS FOR NC INDICATED F'p!EACH ANC TYPE t1.5 lL3 _ _ _ _ I_ _ 12 9 t 4,j' 4 - - 1LS 7 b t'_ _ _ _ N WITH ADVANCED SPACINGN 115 IIIIII WNIMUY IN 13 9.3 - - o s 7s s 4 TAPCON TAPCON TECHNOLOGY ALL POINT SOLD SET TAP W/CAP ANCHOR TAPPER+ -- EDGE - - _ - - 14'1w'7 S.6 1 11 fL5 ss 4.$I- -'-'_ 1;HV BLADE OR pCTANCE BIDE YN.SPACING 14'-0 10 7.5 - - 9 f 7 4.5 3A - ' 7 6 3a 3 - 1. HV BLADE W/ E.D. MN.SPACING-3'��YK S :� -3 1�2• M SPACING 3 3/4' 4• i- - - _ 1_ _ _ POURED CONCRETE! /.3 8 - 11 6 3.511,8 - _ _ _ •10.B - - _ _ _ CONCRETE B100T CONCR FQ aim COIpEIE•m� 7.3 _ _ _ 12 9 e _ f.0 _ _ _ __ �'21 CAE OL Eb.31 1•I Fd•21/C 15'-0 14 i - •= 1-'- : _ 3 e'10'6.5•- - _ _ ,_ - 8 • _1_ _ _ _ AIL 1.0 r YN 03A Ifl 1A Q7B N YN o• O54 1.0 9 - -'- - - - -.5•6.5 4 - - = - _ ILA H a �-HV WINDOW z�/z' - oe1 --to-- ------_ - _ _ _ 1 0.67 BLADE WORKING IN UNISON ♦ -- - - - - - n5 65 S - - - - - - 18•-O -! -14' - - - - - - 1017-0 b - - - - - 1 3/C - OAT _ _ - D7t �,1 •.5L _ _ _ _'_ 810 4 - 1 - I a �sA 3' - _ 11 0.35 - _ _ _ 0.- s5, 7 5 - i I- I- 6 6 4�-- - - 0-M IHMF FLORIDARIDA BUILDING LbDf(Non High Velocityurriceine ne �M7'_^N'•�, f 02020 TLTECO.INC. 02020 EASTERN METAL SUPPLY.INC. BERTHA MT., . Nvo,cF 9 �-�� �T�l LECOIN AS S.S`A. Accordion Shutter System4 KV. a"/1 W/OR W/o RV 1MNOOW aADE American Shutter S TILLIT TESTING & ENGINEERING COMPANY stems w Y EY, DEIMRTtON MATE DRAWN BY: YA z�'• STATE F RD�l•� 6335 N.W Mtn.St.Sle.705.MRCW GARDENS.FL)00A 73K Association, Inc. 1 OLD 17-107 i/2/ . DATE: 7/2 2D20 Ph-:(305)871- 30.For:(305)871-1531 4268 Westroods Drive 2 ow,; F(0R (P•:��C, 1-maiG6ltD 19.coFn West Palm Beach, FL 33407 3 DRFA7WING Nco '''''YA/r�/DNA " \\\\ ALTERFLORI A.TI �44/67E. 4 LO��64 rAAaFF...I 91 lEAL/SIGNATURE/DATE 3 SHEET 6 13 or 20 MAXIMUM ANCHOR+ SPA.1N. (ip) SGurnUl FOR A GIVENMAX. SH AS.D _DESIGN NEGATIVE PRESSURE RATING AND A .OR F F PONDING MOUNTING TYPE FOR CONCRETE 0 CONCRETE BLOCK INST I I ATIONS (SEE MOUNTINGS I,J,K 5 L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BtDCK I WALK OVER d !11 TENCH CONCRETE CAACUG L(iEND OJ 11Ma4UM MOIh'ING?` RVNCUARD MOUNTING OWALL/FLOOR MOUNTING (WALL/WALK OVER MOUNTING SPAN O.DEMN TIZUK RESSDE 01 IPO 0.DEM IEP111VE PRISM RA1ND(pe 1SD DE57G11 IEWK PBESM RAT" DESCN MEG170E PI59lBE o7W (n) TAPCON OR TAPCON WITH ADVANCED JO 40 00 75 90 120100 2aS 30`40 160 75 90 1120 1 e0�205 30 40'60 75;90 120'180 206 30 t 40 10 75'90 1120�160. THREADFORM TECHNOLOGY ++ { 112 12 11 i 7 7 7 7 7 1 - 51 13 f3+S- 3'-0" 14 11 u s _{_ e s- a ti�12 fx'T2 is-i2-i1a �- i '-i `7 t 7 '7 7 7 7 s s 'a s s s s s POIN18 SOU -ALl D SET R ++j1sA i f i2 is 12 0.S y_ i u 7 7 7 7 3 i 7 7 6s s s s s s y s a BLUE TAP t4 '11 i0 % ■ • / 12 12 12 13 10 73 e 7 7 1 7 7 -7 1 7 7 7 is f s 6 e 5 6 f TAPPER+ 14_it? 1 1Y 1! 12 1Y 13 s3 e3 5 7 7 7 7 7 7 ,55 4 5 a ■ s a q64 4'-0. 1� I! 10 t • { 12 1Y 1! 8 t2 t13 i !D 7 7 i 7 i 7 7 7 5 b 8 6 6 81♦ 1 • • 2 1!--ti 13 �i ■ %•,a 5 7 �- i 7 i -'ss 5 6 III -5 fle 5 514 ii io i i i • e Ix 19 a i2 io%s as i 7 7 7 7 7 7 '7 m s a a ii ' 14 11 Itofic e • • • 1! i! 1! it • 7 4 7 7 7 Sa'♦ 3 ■ 5 6 5 e 5 14 i2 10- • • i A 12 12 42 12 10 73 5.■ ♦ 7 7_ 7 7 '7 '7i7 7- ssa74 12 10 e 5 6 ! 12 17 fa 7-5 a 14a i.e - 7 7 7 1 7 7 S S.5 6 5 ■ 5 0 a a14 1210 / ♦f '6 { 1! 1!2 9S 16'! 4. -..7.- 7' 7 -7 '7 7 O3 I 5 7 5 8-�!. S---S {- - i SEc ANCHOR u 11 10 • a 6 e 12 1Y Rfa 9 73 6Jf 4 7 7 4.5 - 5 15 e 5 .S +5 33 tt t2 l0 • { 5 I fi e 1!- t2'+z 't0 •- { u'7s 7-1 7 7- i 7 7 '7 i- 5 ! 1 3 's ! s S .6 6-0" 14 12 10`i a E S e lit , le 6 'a ♦ '7-'- 7�7- '7 7 � Sy 4I- a s S S 5 S {-.•]- SPE CIFICATIONS ON SHEET 13 14 2-;o 9 e -a a - 12'12 '1.'tl 1"i 5 t!.i.r_ 7 t 7 '7 l i � -e ab t- -a I a s s .1 '.I,y - t4 12 10 9 e e 1{ f 1Y 412 10 e_15S 5 &3 - 7 .7 7 63 • - - b 6 S s + 7 7'-0• 1i J�12 10 9 e a e e /2•�2 12 - 7 y 4 3 7 7 'i '7 i 7 7_ 10 !6 7 7 7 7 i6.5's 3 - a a a 5 y 5 35 T s s 1 12 12 SA 7 5b'4 - - 7 '7 ;7 '7 i S Q VALID ONLY FOR UP TO +70, -75 11 11! 10 • e e a - fY 12 6■ 7 53 ♦ �3 : 7 73314-S - / •3 ]■1412 10 -...e e-e - u t2 OA 73 { 46 _ i 77 i -i-_ 7 ♦ s s `s a s 5 �...� 8-0 14'12 40 f e e 6 - t! fa • 77 7 ttJ - 3 3 a S S ♦ ] - NGS& ORPSF D SIGN PRESSURE RATI F SPANS PER + 1x no i e e { I! 4t ie i s 78 - 7 7 i-'7s • •JU-- - s I S s 's a w - - SCHEDULE #3, SHEET t t 14,12110 a { e - - lA7 • - 7_ 7 is _ - - ss s�s + 9'-0. 74.tz to �_ a e - - 1l y if e3 50V3 - 7 -7 7 7 7 7 3- !- 5_5- -5 '5 -6 14_12 1O'• e a - OA'{ 6 4 - 7 7 7 6 S S- - a 5 a a S14 12 I10e • • - - 12�10 f.S ■ - - 7 7 7 e3' / / / yy - ++ 72 10 • e ■ - - 12 40.5 7 5,5 _ _ ]3 - - 7 7 53'45 - - - a f_ / 143 iJ3 -- 10"-O' 14_I2_tO'e 'S • - 12 11 Y O / 3! - - 7 7 7 1 7 - 7 '4a' - - _• _ 5 ■ l S i s 1i It 14 12 ,O t f e i- - 93 7 ],0 3 - - - 7 7 7 �33 I.b - _ 14 112�10'• 't It - 12 e i s b �--��- _ _ _ 14 t 12 ,O • e e - 12 • 7 7 3 • 3 - - 1- S a 5 44 a - - 1 1 0 T4 tx i0 • • • I t2 /0 '7 5■4d 35 �- 7_7 17 '7 7 7 3A _ S 'S S It - s'f 3 _4 14 11 10 • _• s 1t..--- a5�'4 33 7 = .._ 7 7—T a S_ ♦ 1_ ! -_ S 1_S 'S S / -3 1♦ q q e... ■ • - It s Y 4 - - 7 7 7 �S S t■ - a 5 13 b 6a I - 14 12 10 • U - T3 7 14 12 10 % ■ 1 - - 12 Os'as a ♦ 3 - - 7 7 7 7 7 { '} - S j s_lt,-a_ a e a :u i:�12'-0 ii 11 10 tl - - - - { a 4 7 '-- - - •- 7 '7 5.5-43 3D - '- '- s f 7 43 • -_ — 1 V BLADE ONLY U.1Y fo - 10 73 S t• - - = 7/7 e 5 - 5 5 7 5- 4 14 12 - - 03 a S !♦ - - - 7 b •3 35 - - - - f - - - 14 11 10 1 • - t- - ,3'0.5 a --- a 43 73 3 - - 13'_0 _.._.___ ; 7 7 7 - - 5 S '3 '3 ; A45 ib 14 f2�10 f • - - - 7 �53'3.S ] - - - - 7 t/ • 3 53 5 + '] 1 N 11 10 e-r.! - - • '7 '45 70 _ _ _ _ 7 " - _ __ 3 3 S 43 4 . --_ 14 12-10.-i-f :- - _ 10�7.5 S t43 - - - • ♦ 3 - - - 3 5 4 1 _ _ _ _ 14 12 10 1 - - - 03 a •83 - - I- 7 7 7 7 7 •' - - 3 'S S S 13 ■ � 3 H't2-'D 9 - is I7 - - 7 7 ■ >a 31 6 's 4 le.a 4 - - - 7 7 s • - - - - S S 3 4 _ _ _ 7 4.5 710 '3 - - - 7 53 33 - - 3 5 J3 I J 4'12 W I- - I _ - y :4t 3 - I_ - 7_ 7 i _7 7 35- - 5 5 3 S 3 S -4-- 14 7 14 12 10 1- - -' -" .----- 7 7 1.5 3 I - - 5 '5 4.5 3.3 - - _ +14 t0 - 76'e3 4 33 - _ •_ _ 7 7.5 - - - a _5 33 10 - -10 - e3 7 u33 3 I- - - 7 7 7 7 6 7 - 5 S 15 5 e �4.5J3 to - - - e 43.3 '- - - 7 's.a 4 - - s S 1• 1]y - - - {e.6 75 - 1 7 r'7 �y•_ _ _ _ --11 -S 43 T - FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone. 02020'IL'ECO,NC. m 2020 EASTERN METAL SUPPLY, INC. EN`F IS BERTHA HVTM ��_ IL E C O 1•tt . Accordion Shutter System No.441 7 A■S■S•A■ H.V. BLADE#1 w/OR W/O H,V.VANDOW BLADE * `` American Shutter Systems 7A"LF _ TILLIT TESTING B ENGINEERING COMPANY t ♦ Y Ev.N DESCRIPTION DAn DRAWN UY: MDSTATE = 4J55 N.W.3BW.St,Sb.305,NRGINN WRENS,RMID\331' A$SaaiatiDnK Inc. OLD 17-107 '/2/202, aTE7 2 2020 P (305)e71-1530.F0. (305)571-1531 4268 WOstrCwdS DriveF4pRi •-mG9West Point Beach, FL 33407 J DRAWING No *ALTER A Hurt 3,. P E 4 20-1164 EA_/SIGNATURE/DATE f0R°AL" #44/67 5 _ SHEET ♦ 14OF20 MAXIMUM AS,D, DESIGN PR SS)R RAn loaf) ND ORR PONDINC MAXIMUM ANCHOR SPACING (In,) SPHF11111 R FOR A FFMEN MAX smnTFR SPAN, NEGAI A.S.D, DESIGN PRESSURE RATING AND A Q0RR PONDING MO hTNC, TYPE. (SEE MOUNTINGS ON SHEETS 16 @ 17). S U BSTI:ATE SOUTHERN PINE No. 2 W/ MIN. Gs0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN N SPRUCE PINE S E PINE DOUGLAS FIR W MIN. G= 1/2- MIN. CDX 2 W/MIN. G-0.55, FIR NORTH/ 0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD OOUGLA�5FIR0 W/ FIR SOUTH MIN. G-0.50 W/ MIN. G-0.43 W MIN. G>s0.36 SAM(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T CEILING MOUNT 7 FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS O.O. WALL MOUNTINGS1.- '2.O.WALL MOUNTINGS M. N. 0 & R M, N. 0 6: R M. N. O k R WkX W & % W & X PdcO S8V S & v SkV C LR4N NaWELOLE 1T�M NLSo1 NFAEl�pD9q ®tom l!Si(W� 5a®TA NONW wt54E I1•i 64 D®181t I�L■•� Sa K=B1�FEW 4"(oQ ow iFCt1E B®R WE W, i19WI ax ABW W6110 " IEy0110.iK Ra9R UK W ®I I�IMF64 d OR 2:O 80 75 BO OS 40 BOLTS 190 OS M 60 7S 90 05 JO 40 60 75 i�•OS 30 40 606 90 OS Jo 40 •O 175 90 h05 30 40 60 90 05 30 40 BD 75 901105 30140180175 80 OS M 80 75 •90 OS 10 9 • 8 6 6 6 6 6 • 12 10 10 9 6 b 8 6 6 • I8 6 12[10 10J4 _ 6 6 8 6 !• 6 6 5 14}4_ 4 3.12 12 12 12 12.12 12 i2 12 1T 12 12 12 1p t2 12 9l [7. - b 6 6 16- 6 0 f2 10 106812 010 6 • 6 • 6 8 6 5 4 4 4 3 12 12 I3 12 1i 12 12 12 f2 12 12 IT12�1T 12 12-0'_ 12 10 10 9 6 6 8 6 6 s •_ _ 1T f0 10 9 6 6 •_ a 6 6 6 y /2 0 10 6 s b 6 • 3 6 5 4�4 4 3 1T 12 12 12 12 72 ty jY j2 12 ii 12 j2 j2 t2 ly 2 • 6 12 10 t0 9 6 3 6 6 6 12 ;10 10 6 8 6 • b .5 6 5 4 4 - 12 /2 12 12 12 12 t2 12 12 12 12 12 12 12 1212 102 10 10 9 b 7 6 6 e � 33 f4�10 10 6 • • 5 4 b 6 5 4 14_ - 12 12.12 12 12 1Y 72 12 12 12 1 1• e e S 4 12 10 10 6 - • 6 b 12 !tD IO6 6 D- 3 - } • I S 4 - 12 li 12 12 14 12 t2 14 1T 12 11 a 12�12 2 9 .5S 3 12�10 9 4 - - 6 6 { 4 J 3 12 :10 4 • • { 1 3 3 8 b - - - 12 12 12 12 12 0. t2 12 12 1 f3 5 12 2 10 6 3- • 3 4 J - 12 10 • 3 - - 8 e ♦ 3 3 12110 3 • 6 4 .3 J - 6 5 - - 12 12 112 12 1. 0.5 12 12 12 :0.: L5 12 12 9 7 e3 12 10 S.5 '- 8 6 43- - - 12 10 {.5- - - 6 55 33- 12 10 8 ♦ - - 8 S t - - 12 12 12 12 10 S.S 17. 12 12 93 • f 7 12 2 6 5 1Y-0' 12 10 43 - - • 0 { -_�- 12 10 - - - �10_ • y - - - - 13'-4' 12 70 - • 6 - - - - 12 10 - - - - • 43 - - 127 5 _ _ _ • 3 - - - - - _ _ 14'-0' 12 10 - - - • - - - - 12 7 - - - - ,y it,y - -#_-12 7 - - _- - - - - J212 2 12 10. 0.573 t2 12 /0 6 �.. 12 13 7 0.5 4A 4 12 - - - 6 - - - - 12 - - _ - - b - - - _ _ 14 _ - - - _- - - - _ 2 12 9.5 6_I 6 12 12_ 93 7.5 ! t.y 12 3_ 'S _4 3 Y • 12 - ._.-. !_- - - - - 12 - - - - - _ _ _ _ - - - - - - _ _ _ _ - 11 9 .5:5 12 12 63 7 6 4 12 9 ! S 48 S /_ _ _ ,b 6 - - - • - - - - - i 12 I10.+0.y 3!4 12 1 6 3 5 3 1 HV BLADE OR HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* .SNE UYRAl10Ne ar I!g FOR tIUOU SLEET 16 t NOTES ON ANCHORS REQUIREMENTS- WOOD SUBSTRATES. I.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUMEAN PINE N.2 W/G-0.55(LIDS) - 1/4-0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MNIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.OS.) EACH SECTION ON SHEETS 18 h 17. -SPRUCE PINE FIR NORTH W C.0.43 IXCEPigN:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C-0.36(N.D.SJ 2.ANCHORS TO HOLLOW CEWNG SHALL BE AS PER MOUNDNC TYPE U.SHEET 17 AND SHALL CONSIST OF -IN. 1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLOTIA BUILDING CODE(Non High Velocity Hurricane Zone A111:1 1T111 , U/4Jj 02020 TILTECD,INC. ®2020 EAS.r�'.' METAL SUPPLY, INC. ••~ • •-- �9'-, BERTHA NVTM P:• ���EN L E e o N A S S A Accordion Shutter System No.44167 ` � ■ ■ ° ■ KV. BLADE N1 W/OR W/O KV.WNW a" TILLIT TESTING do ENGINEERING COMPANY American Shutter Sy3tem5 EY• DE,cgpTp„ DALE DRAWN BY: MP -* STATE :F r Arse N.W.36N.St.SW.we.YPCWA WDENS F! p,A 3 6 A33OCIOtIOn, Inc. 1 OLD 17-107 /2/ DATC 7/2/2020 -O'•, "N'� Ph.-:(305)671-1530 Fo.: OPn)nil--Is3�, 4268 Westroads Drive 2 DRAWING No Fl_DS ,P t\�1�� e-rnu6:WI.-aaoT- West Palm Beach, I-L 33407 3 CA-0006719 %1,FSS/0N �%1S�LAL/SIGNATURE/DATE n,.0`U�LL/u,si s SHEET 64 6 15 OF 20 INSTALLATION DETAILS ON- EXISTING WOOD BUILDINGS FOR 1:1 HV & 7A' HV♦ BLADES (AS APPLICABLE WALL FINISHMAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE'S' ONLY SHALL 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 TAPCON WITH ADVANCED BLADE 1 '& A' WORKING IN UNISON THREAT.FORM TECHNOLOGY -- 1/4'0 TAPCON OR W/1 1/2"Min.PENETRATION I TAPCON WITH ADVANCED THREADFORM TECHNOLOGY _ ! OF THREADED AREA TO W/ 1 1/2'Yin. PENERATION OF THREADED AREA TO EXISTING I I I EXISTING WOOD HEADER. II W000 HEADER. (SEE SCHEDULE ON SHEET 15) MN SEPARATION �- 1 OR 1 44 (SEE SCHEDULE ON SHEET 15) TO MASS(SEE \ �I - 15CR•E- /''S.S.MACHINE st1EDlAE w so-]T OR�x \ Min. O 12'O.C. /4"-20 NUTS �-t1 FOR BLADEII)AND ON SHEET 19 FOR :I Nq I M L o � _ _ •.E�.-, BADES 6)k 0 r _ FO- EXISTING f.y°"115 FINISH I — -- (gu,I N L__-OPT'ONAL �f l4 I WALL I 1 EXISTING MIN. ((tt( FINISH I 2:1"WOOD I •' DR ®� EXISTING MIN. I HEADER REQUIRED 2'X4'WOOD DDSs EXISTING MRN sFPAW01p< I MFi10ER FEOUIRED I 1/+"�TAPU'01:OR 7APCON WITH ADVANCED ,^,,ASS—y TO GAM( I 1�; 1 THREADFGRM TECHNOLOGY W/ i 1/2' L. SCHEDULE ON 4fSEEET '7I MIN. SEPARATION TO GLASS I I I 1 EXISTINGPENETRATION WO �THREADED AREA TO 11 FOR BLADE VAIO EXISTING R-- -! I (SEE SCNIDUIE ON SHEET 15) I ON SHEET 19 FOR CLASS-j (SEE SCHEDULE ON SHEET it) I BLADES 9R QI� .�. - ...- -. I 2'.4-COW. SILL PLATE REO•D. N1 HV WALL HEADER INSTALLATION 0MALL SILL INSTALLATION MO HV WALL HEADER INSTAL!eTION - , I ----------_-T ! _ __-_ EXISTING ! MIN. SEPARATION TO GLASS 1 1 MIN.SEPARATION TO GLASS t _ GLAS ;11 f I I`--- SEE SCHEDULE ON SHEFT 11 - I ! LRN. SEPARATION TO GLASS E%ISTING (SEE SCHEWLE ON SHEET 11) - •` )2WQ��� (SEE SCHEDULE 0.N SHFFT 11) GU55 ' 21 REO•D. 11 * 1/4-0-20a3/4-S.S. ' 1 7 i 1/4"R-20z3/4"s.5. MACHINE USING /SCREWS I �_ ,,uFFu11 MACHINE SCREWS W/ I I 6 ® 12"O.C. 1/4--20 NUTS O 12' - FNRSH 19 O.C. I I --- i i• ;.1 T OR® t aR 1 I WOOD COAT. � � - W000 PATE ]T\UIhiU\ \1 -EO--EG- '4 REO'O. 1U }I llljj I -EG_EO- Cl 'I', t..Min. 1/4THR-0 -FORMN OR TAPCON WITH TECHNOLOGY 1AWµCED II - 2•x4'CONT. - Min, PENETRATION OF THREADED AREA TO • - 1! iHR TAPCON OR TAPCON WITH ADVANCED ` SILL PLATE . EXISTING WOOC HEADER. Mi.PENETRATION TECHNOLOGY W/ 1/2' 1/4"0 TAPI�N OR tlS1TL• REO•D. Min.PENERATION OF THREADED AREA INTO PI YWOOU TAPCCN WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 'I (SEE SCHEDULE ON SHEET 15) (SEE SCHEWLF ON SHEET 75) E%ISTING MIN. 2"x4• I/2"MIN. CDX, HREAOFORN. TECHNOLOGY SHUTTER ASSELBLY, WALL FINISH STUDS O 16'O.C. MAX. PLYWOOD REO'D. W/1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2-MN.CDX PLYWOOD REO•D. WALL FlNISH THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO RTTAC PLYWOOD TO RE (SEE SCHEDULE Off SHEET 15) SUIT ANY INSTALLATIGN. C HV WALL SILL INSTALLATION EXISTING MIN. 27N4'STUDS O 16'O.C. MAX. RFO.O. ATTACHED W STUDS TO IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 7308 OF THE G HV WALL SILL INSTALLATION ♦SEE uM ANONs of us(:of �HV WALL SILL INSTALLATION F.B.C. auDE 1AION SHE (IJ 02020 TILTECO.INC II OIIIaI 9UILDING CLUE(Non 02020HIgh E ST Velocity E N M.ETALSUPPLY.INC. Zone: ✓' BERTHA H TM y�Q,.•'•�,�GENS•••.9'-; 1 L E C�0 , J�.S S A Accordion Shutter System No.441H.V. BADE/1 W/OR W/b H.V. WNDOW BLADE American Shutter Systems =*�• * /1e•.�..., TILUT TESTING do ENGINEERING COMPANY Y REV. DESCRIPRION DAtt DRAWN BY: Y.P -O'• STATE C, NIN mth.St.St'.36.„*C K GwuENs.FLormA�a,a Association, Inc. 1 OLD 17-107 >/2/202 DATE: 7/2/2020 AtORID PN°"° (3os)ena` � a 305)eT1-1531 4268 Westroads Drive 7 DRAWING No `-'�1��. ° "'° _ West Palm zch• FL 33407 a _ '•..I .... \`��? WALTER A Jr.L,UT' P.E. 4 20-1 64 'A•,,AS�ONLAt 1 ` SEAL/SIGNATURE/DATE ft0H10A LI`-q an6T 5 ___ SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 .. & HV♦ BLADES {AS APPLICABLE) U ER SPAN L+ OR L— FOR INSTA I TIONS INTO WOOD WITH HV BLADE L1)ONLY WALL FINISH SHALL BE DESIGN RE RATINO—SEE SHEET 19 FOR MAX SPAN A DESIGN LOAD FOR INSTALLATION WITH BLADE 1 dt IAI WORKING IN UNISON - 1/4"0 TAPCON OR LL r TAPCON WITH ADVANCED 4..,.(Nin.j EXISTING 1---- 'i --EQ - EQ - 1'NIN.-- -� THRFADFORM TECHNOLOGY WOOD REAM REQUIRED. _ _ EDGE(IF APPLICABLE) W/1 1/2-Min. PENETRATION STRUCTURAL ADEQUACY -- _ 1/4'0-20x3/4'S.S. --'OF THREADED AREA TO I' PHIWPS TRUSS HEAD OF EXISTING W000 BEAN - - -. EXISTING WOOD HEADER. - - TO BE CERRFIED BY / ..-- 1 it Min. MACHINE SCREWS --_ DUSTING (SEE SCHEOUIE ON SHEET 75) REGISTERED ENGINEER OR - W/1/4'-20 NllB ARCHRECT PRIOR TO - EQ ---EO- - _.; _ - -_—� .___ = TR�OR I yin t 9 -EO-•-EQ a 12"O.G. SHUTTER INSULLATON. p 1/2-!r 1/2" WOOD RAFTER a 24' i - - O.C.REQUIRED a{tlltt ll -3 .1 j1 OR 17 1/4'0 TAPCON OR --- TAPCON WITH ADVANCED - - - - �? THREADFORM TECHNOLOGY IX�N'SOFFIT i mm, I 1 Max. W/ 1 ;/2"Min. PENETRATION - 3/4'N°z'INK OF THREADED AREA TO f -EO E'p.� /14.4/4' -Eo E0 1':4"zl OPTIONAL _ - - /0 CONT.ALUM.TUBE EXISTING WOOD HEADER. S.M.S. (608}T6 ALLOY)RE (SEE SCF'EIXAE ON SHEET 15) m 6'O.C.I _ � t -- I ( T -- - Or ©Or 15 I �1 = 71 Of®0►® EACH 1R6AF0TER LAGS. TO ( + EXISTING MIN 2"x4' 1_ I �= -'I I LOCATE LAG SCREWS AT }I, t I MIDWIDTH OF EXISTING WOOD HEADER REO'D - 1 JII I MEMBER, (2"Min. NOMINAL GLASS (- MIN.SEPARATION IU GLASS I 1 OPEN•TOLE AT EACH t (SEE SCHEDULE ON SHEET 11) EXISTING sruo TO ACCEPT t WIDTH) TI 2"Nin. ' GLASS !�' ( AT/10E*6 G SCREW 'l� PENETRATION OF THREADED AREA VAUD FOR ` I 1 INSTALLATIONS WITH 72 r i YN SFPX4TXN M P . '� MAx.AS-D. DESIGN LaAPD°AND OS HV WALL HEADER INSTALLATION �(�, ) I E G ro 9'-p"MAX. SPAN.THIS INSTALLATION IS ONLY VALID I iw AEI,as C-F III _O1 OR� "�I M BUN6 C'm I FOR WOOD W/MIN. SPECIFIC BATfsmt® - 9.1 ��!FOR I GRAVITY OF 0.50 AS DOUGLAS El XEIT 4 FOR TYPICAL s"UrrTR ASSEMBLY P• ®�I� t I.LI_ 1,OR®� r OR SOUTHERN PINE No.2. 12N A�N1 WAYC ro wlrNMy INSTALLATION. OHV CEILING INSTALLATION - 1 OR EQUAL - U HY CEILING INSTALLATION r va 3PWdoIW ..1.OR MIN... �r MIN.SEPARAT;ON 70 GLASS 1C 5oromtA[�a�s[Er i I I I I (SEE SCHEDULE ON SHEET 11) -" EXISTING\ I II CR 7�1s19�� 1 t I S OARAA I I _ l I EXISTING CLASS 9AOESRJ hLT� I(SEE SCHEDULE\I GIASSJ q ION SHEET 11): t ALTERNAT, i r I I I WALL 5 I t LOCATION I I - u• II I ._ FINISH II I i 1 1/4.1 3/6'' 10z3 4'HEX W000 WASHER HEAD TEK 1 f _-. .�' �) 2-.6"MIN 7$IOR, 2"x6"MIN.WOOD- I SCREWS a 12'o.o } DECK REWIRED p -- DECK REQUIRED(NO - (NO FINISH y FINISH ALLOWLD) EDGE ALLOWED) 1 slllSlR\tll t t9 EDGE OF DECK -- _ _ - OF : - a 1/2" 1 - EO---F,- - - - EDGE OF DECK IF APPLICABLE --:0 G ET _ -- DECK If _-~ �� - t \ 1" 1/4.0-20K3/4-S.S. _ - '� APPUCABLE ___ IF APPLICABLE 1/4'0 TAPCON OR Min PHBLIPS TRUSS HEAD 2"a,N _ - ' 2'k4"CONT, TAPCON WITH ADVANCED MACHINE SCREWS =- - 1/4'0 �APCON OR TAPCON WITH ADVANCED THREADFpRN TECHNOLOGY 1/4-0THRE PCO TFCNNOLUCY W/ 1 1/2"Min. - 2"MIN. SILL PLATE W/ 1/4"-20 NUTS - W/ I 1/2"Min.PENETRATION 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM.. _REED. OF THREADED AREA TO a 12"O.C. TECHNOLOGY W/ ' 1/2"Min. PENETRATION OF THREADED _r�' PENETRATION OF THREADED EXISTING WOOD HEADER. AREA 70 EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AAFJ TO EXISTING WOOD HEADER. (SEE -- (SEE SCHEDULE ON SHEET 15)ov W SEE ATp�OF USE FOR SCHEDUF ON SHEET 15) /' HV WALL SILL INSTALLATION MADEQ/ON SHEET 1s �W�HV FLOOR INSTA 1 eTmN L)HV WALK—OVER INSTALLATION FLORIDA BLINDING CODE Non Nigh Velocity Hurricane Zone �yyEE��11 111 rAA' 02020 TILTEco.INC. ``�P��l_R 02020 EASTERN HEAL SUPPLY, INC. ,:�.. 44yrENS '�� ; BERTHA HW, E e o,N A S S A Accordion Shutter System No.441 7 _ ■ ■ ■ ■ RV. aADE/Tt W/OR W/b Kv WNDOW BODE American Shutter Systems TILLIT TESTING h ENGINEERING COMPANY v.I DEICWMN "It DRAWN BY: UP o'- STATE 0 '�� J ISM N.N.30U.A.,St,W3,VMGNA GARDENS.EU,DA 331 Association. Inc. 1 OLD 17-107 •/z DATE' 7 2/2020 Phan°:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 �-0, FZOR10, •fe�tlr`.`T °-naIGUAOcaYaa.can West Pa'm Beach, FL 33407 3 DRAWING Nc �QNA1 � X100719 WALTER A RWT Ur.P.F. 4 20-1 64 A7jFnull nL Rtt'. SEAL/SIGNATURE/DATE nowoA L<./u16T 5 SHEET 7 OF 20 END INSTALLATIONS .1 HV BLADE OR 1 A WINDOW BLADE INTO 2'fW MIN.—WOOD STUDS 2'.s•uw.Wood snas MD. WOOD SI11�. 214'11RL WOOD ��'' I/a•6 rWIbN Sf1dL aEDb. (AS AEPlIr1$,E) _l WIM'IW 6gCA 53103. \yAv, I ra,aEnnn nol�+. \\ / - W�frwele) F]65nNC cuss t /\ 1" Rl ■�110 S /O\ I SNOS DOT. 1 IXirnWc 4.,\SS -_ 1 Q 266311 �T /E Ep\1. �ulsnnc dAss 1 IXLSIrIG O1A55 fIr I—COX c. SAE QI 9Qr �LMIODC. wr:�'V`:.,. =��•�.,:. 10 SIR{4F ...._ -.___ - Y!L 16 1/f6'.3'WA.. YINL 1IEB/OE m - 10 oA%(SFI 1/2'IIIL f.OI- tO DA55 HALESmIi (606YSWi6C - r6.su 1/r,il.a. ox vm 19 iW ` :V _ - .._- lam m �SfAoo. f. IYL sEnWwloN rL96Dm. eAolSmrtq (sEr YM. v�R.(1Or11rz V. - IY6L< L oW SIQT 19 ica 1M11 R(D 1m* • _ Ar 131MOt$�E YH. I r*� ' _ ... �•'6amr© � e.�Ots r O.C.SA 016 OC' 5i5 d, 4 �r 1%s.m�.: - -- 7 XwV , 5LE OML x Fa 1 ORrx,c.a o yI'1`" t OR SIDE C011NfC110N -CI.06 Jt-©-�3 t�-/ �ca�WEc ropN t OR ` O muxs - --__..1__. SEE DEvn x FOR r—�— '�•C1t-C+• c ��e. {�'O-OO.00-6Q'®.(�. wE ca+lccnoN 4 -Ci•C}OO-n•Q$'•i�- 0):70 0-0).0. >:- O-O-0®- Z3-Q�•C�-®©- ro m cl,s .®.p.p-�.®. fd-f�i t�-©E3- p' J'U.0--U•C (3- r7-M-�-C6)•O•4: ©O i C�•®- '.t0-C9.11-63•® ®.a.p.p.,p.p. (�•t3-©•C�••©•p• C4.O-Q3•p-6•�- C�f3-®t�-Li.® O f3-QD L3-0•® J t3-O(�-Qi t� END CONNECTION DETAIL END CONNECTION DEIAI 8Q END CONNECTION DETAIL n END CONNECTION DETAIL k�D51dG /--f,{/,gs • aFOUFFD OLLY fW 6PM4 GGIErt TYN 12'-0' r,.MOs aE0•D. � 1�AWcamS 1/.y TAPCON ANDgc_ /:Oal/2'SYS ' IXIST:HO 4A55� R112,WAi1M•12'O.C. RREIROIW'�112'O.0 r16 O.0 16Y 9WR.Mw _ bT M. M OA66 TO sa - ,_ s�13[atv�u� d d ♦ SEE LIMITATIONS OF USE FOR l+ruE teu�oE m vo ' _ -T_ ��rm M.¢Jw•D _ -.. — BLADE-IA ON SHEET 19 vffr ax aN slm M EW 1/2•"WN. LS' �'EE33-- - 41 - - - --- _ ca oa oa6 OOR IAA 14.5 u• :'YM j (D-10 _ 42 wO-C.C7-c-6-4- -�rAu musR 2.6•W.W000 rWALL :- .p-(j)�W®"Q��- ;5 a"7 VIEW Y o.0-0-0.0- .Awla rvm ®•(3-t3•Li-O•t�- Q�•i3-®•(�-06•p- END CONNECTION DETAIL tj ND ' DETAIL X E CONNECTION DETAIL i12� FLORIDA BUILDING CODE Non High Velocity Hurricane lone `��\\P�.:.•H••., /j�4,�' A2020 nLTECO.INC. 2020 EASTERN METAL SUPPLY. INC. r�.• \-\LENS •.9. '. A.S.S.A■ BE H TM No.4416 I L E e o N�. Accordion Shutter System KV.WADE/1 W CR W/b HV.WN OIN MADE z 9'•, STATE OF 2a TILLIT TESTING h ENGINEERING COMPANY American Shutter Sys}ems r w &"5 N.W.36,6.A.,51e.303.VIM-GAaDEN5.FLO—1316 1 �1 2/ow DWVYN BY: YP "sueOi•. F/ 4 d 26P Wea}ion, Inc. /2/m2• 7NG; zo ',. �. OR1D ••�T4 Pno�:(303)021-133a r9.:t3Ds)an-1s3•. 4[5R Westroads 991've 2 OLD t7-t07 4,�/L$'s� •• �j�\`\\ a-D.9Ic eY.0670 o9 om west Palm Beach, I L 53407 NAL E \a cA-oca62•Y 3 _WALTERAE41JJPE4 4 FLOaOA ut II6P7 3PE SEAL/SIGNATUREDATE ET 6 Q rdi;—�waanffl MS Lup nNDRlO..'�' �A ORB� SYSTEFRTNA 1 .O.DESIGN PRESSURE RATING: +110.- 110 pa.f. I l I UTTER SPAN:96' MOUNTINGS:A.D,a h H ON SHEETS 6. 7;AS WELL AS M,O,T, U k W ON SHEETS 16 h 17. O o+Oa I I� I 1 4 I I OHIY cEN1ERMA S (-0-R W/2�1 MIT AaE ALu7WEO wrtN�2,� (}2.� ED IN A SYN Po3fN Yo '� aTZO- I U1DUT. 5 MUST BE INCLUDED ON'OAT EXTERIOR ACCESS SIDE OF OPPo NC IMP. EA END • • • i A, .• CENTER E I 5.(A)HV WiN00W BLADE O SHALL ONLY ALLOW A MAXWUM OF 5 OPFTXNGS 44' I I (3'0 HOLES)FOR©PER RIME AT SPACINGS SHOWN ON SHEET a. MAX. 5 WINDOWS 7 • • ALLOMIEO AT NV 81 •I /' I (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF lA WINDOW BLADE 1YINDOW I, I I OF ANY 3•0 HOLE FOR®SHALL BE 12-. • i I I I I , 10 FIRST OR'L§T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV I I I • (1�i 1 (D)HV WINDOW BLADE I MUST BE USED ALTERNATE TO A SOLID NV BLADE I THROUGHOUT SHUTTER'S WIDTH. I I g I 4 I (] yp6 I (E)CEjI(ERWTES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV I � I BLADE 1 AT ETIHER SIOE OF THEM. SEE END N{ CONNECTION 9 (F)POLYCARBONATE HV WINDOW(SIMLL BE INSTALLED SO R TABS FACE DETAILS ON SHEETS, I ■ A THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW�MUST BE 10 L 18 TYP , -' '•' - I I I; `� ONLY INSTALLED AND LOCKED USING A IN SEATING i00L PROVIDED BY ASSA, FULL HEIGHT. 'I I : fib INC. d 6.SEE ANCHOR SPACING 1 I � LAnoNs � BUILDINGS ON S EET 15.ASHLIMTTID EDULE FBY SPANOR AND ANO OESIGNO WOOD FRAME LOAD(SEE NOTES 7.SEE AMNCM R SPACING) I ' Ll �.�I I i �I I I I + j ;I 11 CONCRETE OR CONCRETE BLOCFKIWALL ON LE FOR i SHEETSn1121 INTO AS LIMITED By c-s� I I I I' I SPAN AND DESIGN LOAD(SEE NOTES 1 k 2 ABOVE). ."1. Lj m (SEE PLAN FOR REOUREMENT$) 8.MINIMUM SEPARATION TO GLASS SCHEDULE_PER ASIM E-19962 TYP TOP k BOTTOM Z WIND ZONE 1 MINIMUM SEPARATON TO..—. ;i I NiA55 LNlll/IEp WYD'+._.-. _ � I• EXISTING cuss-. ELEVATION - ---------I sEE EE�NMU INS seErgFOR 70aI DUBSI MR IM ®� `-1. 6.25 S -'1A 2 — TYP. 1' \ N ALffBNAT PP05�1_s_GENTER W/ EYTERIOR ONLY) ✓/ \ w N i �\. \ .4 AND W/ OR cEE NOTE 4 ABOVEµ 16 b. 24 C� TO. CENTERMATES C _ W/ OR�5) SS \ W/0 (SE NO-E 4 ABOVFj �_�N_ / ••... \ P � 21KK22 TYPICAL 1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* N.T.S. —— pY1NEEpn ru17' Il� B WK(Nan High Velocity Hurricane Zone // 02020 TILTECO. INC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM No, q41 ;= fT,L E C O t N A,S S A® Accordion Shutter System *: KV. BLADE/t W/OR W/b RV. WN DOW ill" American Shutter Systems DExl+�an LATE ��BY: My _-.an'. STA� TALENT TESTING & ENGINEERING COMPANY f Ev.N S Y•• E O. 4353 N.W.J6t0.5�.SU.J 5.ARp A GN�NS,rLOROA 3314 Association, Inc. , OLD 17-107 /2/2 DATE 7/2/2020 `�: PI1111 (3C5)871-1530-Fox:(305j671-1551 4268 WBStroad8 Drive 2 ��'�Fc$'•• •C\�' `-o""I'tCA-0006710I'O0"' Wes( Palm Beach, FL 33407 DRAWING No At/t wTERw 11L1R Jr.V.E. 20-164 YrrrrNHnnM p��. SEAL/SIGNATURE/DATE FLORIDAFara LEG.f u1p 5 SHEET R 19 OF 20 6•x , t/2•x 6.3 'THI 5 GRAM - '' ':� : , INSTALLATIONS W/ 1 HV BLADE & HV CENTERMATES �1 W. AST/A 40 /Min.G-60 GALV.STEEL --- 2.000.MI 2"ugi.; M TU EEAL 5D6 AT ,B °. 4r3b INTO METAL STUD WALLS * O7 - . G.D. � 41 �A�• J �1'118 � - ---'-- '�2• as' � 4a0 NOMINAL 1 GENERAL UM NS AND rnNmmON OF USE ® f 13c 43a 12 b; FOR BERTHA'];HV BLADE ACCORDION SMATTER ALUMINUM SLEEVE + 3f+'•6 V+'x o.o3s'1NIa wm.l .� O _ 6063-T5 ALtOY COM.GALV.STEEL TRACK CHANNEL,1 o 6-O.C. a 6•o.c.^., - -„ , '�� SYSTEM INSTAL_I enON TO METAL STUD WAILS ASTM A-653 GRADE/0 Min.G-60 t - rxvAwzE°`�TENED7O ADS SEPARATION T CLASS SCHEDULE ooO' n/INTER-OR /6xEXTE TER FACE ON i EKISTINC FINISH 3gL z i 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Ma,. INTERIOR H CXTERI0.9 FACE I AS APPLICABLEt - 1 1 2. MAX. SHUTTER SPAN: 54• MINIMUM MIN. SEPARATION A WIND ZONE SEPARATION - 4J0 LENGIH+ }"- Extsnwc cuss-,_ a„ O ASTM E-1998 To Goss k 3. ALLOWED MOUNTING: MS ON THIS SHEET.(SEESCHEOULE) —��^ h r N TO GLASS T43� 43 1 4"M-20X3" BOLT (T y) 4. ONLY�ENTERMATE 21 W/ 24 Hy LOCK ARE ALLOWED 1 1}9tU 3 1 WITH 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE i• y ._ —_' _. USE 0 (2) 3 (6 LONG, MINIMUM) MUST ALWAYS BE 4 1 5/+-A 6 1/4'.0.035-THICK Min,I EXISnNG FINISH ? „ L) INCLUDED AT�RIOR OR INTERIOR ACCESS SIDE OF 4' (xWT. Galy.STEEL CRACK QIANNg_ AS APPLICABLE ASTM A-633 GRACE b Nin.c-Bo ; 1 CENTERMATE. n I 250-- I- __050• W/(2)gED E.2*TED TO STUDS 1 +T'/(2)t EX T'TO(SCREWS ON 1 <.�C I3e '--1. w1ER1ox a ExTv6a1 CAGE 1 BLADE SLACt(BAPPLICATION IL HVF IS ALSO VALID FOR 43C 1 4"0 1/4•0-20 THREADS �� 2' I CENTERMATE WRH BLADE 1Q ELCO CONSTRUCTION *Tp PRODUCTS FAD—LOK HD 6-. , 1/2'.0.035'THICK w .VARIES _-- Min.ASTY GALV. STEELGRAD 4O -2 M09. 0 6 O.C. COMPONENTS j Min.cSTU GAW.16'EI '' ! i MS WALL HEADER SILL INSTALLATION PETAL STUDS AT 16'O.C. Vin. E70SEING FINISH AS APPLICABLE SCALE: 3/8- 1" -----�ti (TYP.70P h 907rOM) EXISTM GLASS 1 3/4'x 6 1/4•x MOW THICK Min. .. - - _ -ONT.GALV. STEEL TRACK CHANNEL. ASTM A-653 GRADE 40 At..G-60 S �M; TRYCAL: II GALVANIZED FASTENED TO STUDS �I , 430 43b 43c SYMMETRYCAL W/(2)11161 TEK SCREWS ON CENTERMATES W MIN'SEPARATIpL 1EIR�S 1 INTERIOR d EX7ERNSR FACE —L CENTERMATES W[ TO GLASS 2 II ACCESS SIDE ; INTERIOR ACCESS SIDE (SEE SCHEDULQ. .Atip,� I 4 - s•(TVP.) - - —------- IN ---------{q(e•Min.) -- IN---------_-_---- --- 4 ----------F 12) 21 ATHV WA)EIII/9 EMS I7 71 35(6"Min.) VIEW Y "- 6 1/2"MAX. SLACK (Cont.,} ----"6 1/2•(Typ.) -- 7" --_—_ !. __ _ �• SIDE CONNECTION TO TRACK V• - -- *'k _ HYA 11 L'I y h[f BLADE SLACK DETAIL HVF HV_Q FLQM BURN WDE(N In High Velocity Hurricane Zone 02020 TLTECO,INC. ®2020 EASTERN METAL SUPPLY,INC. BERTHA HV TM M L . A S S A Accordion Shutter System No.44 B _ ■ ■ ■ ■ Kv BLAZE#1 W/OR W/O Kv WNDOW BLADE *: * American Shutter S stemsoESf}IMpN DATE 117 BY M.P _ M 71LUT TESTING A ENGINEERING CONPANY y REV. -�•' Nl TASTE F GS5.7 NN.35tA.St..SW 305.NRGNM GARI CLWR 1316' As3oclOtlon. Inc. T OLD 17-107 OATE: 2D2G Phone:(305)571-1530.F..:(305,871-1531 4268 Westroods Drive 2 • •"2ORI P,. ;ram .- AMA;1n.�nm9a.�n West Palm Becch, FL 33407 y DRAWING No FS'••....• -'I CA-0Tl Jr. 20-164 •• S/aNA 4 A wALOW A WHIT a 7 4 ION 1 9% EAL/SIGNATURE/DATE FLOROA u..�44,6T 5 SHEET • 20 OF 0