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HomeMy WebLinkAboutProduct Approval usiness & Professional Regulation MW Bcis Home Log In User Registration Hot Topics ( Submit Surcharge Stats&Facts € Publications Contact Us BCIS Site Map Links Search t r lW YProduct Approval 1 USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail . FL# FL389-R10 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA BLADEI .per FL389 R10 COI COI ASSA BLADEI 2&df FL389 R10 COI COI ASSA BLADE3.12d Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 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 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3.p.Lf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-3"for 40 psf FL389 R10 AE PER ASSA BLADE3.odf 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 W-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 =Berth.,HV Accordion Shutter Blade 1 Extruded aluminum interlocking blades retained by tracks(top Non-HVHZ)- Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE1.12d Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f FL389 R10 AE PER ASSA BLADE1.pf negative ASD load depending on centermates and locking rod Created by Independent Third Party: Yes configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f, for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO- (Non-HVHZ)- Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRW ASSA BLADEI 2.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R10 AE PER ASSA BLADEI 2.W for Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively k':eE F. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.LpRyLight 2007-2013 State of norida. ::Priva Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ._.Msk Credit Card safe GENERAL NOTES: 1, BERTHA HV,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2=(71A EDMON)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SAUNTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRKJWE 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 CONTENT BE INSTALLED WITH A DIRECOONAIIY CE FACTOR Kd-0,85, USING AS 7-18 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU 15, 19 d 20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCIE 7-10 SHALL BE FIRST REDUCED TO AS-D. DESIGN WIND LOADS AREA 1: HV BLADES IT & BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 d 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVER STRESSED,A 33 T INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS XM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CO-1,60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ION.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE d WINDOW DETAIL -HV BLADE O #0214.01-03. #0715D1-03,#1004.01-05,/1214.01-05, 10317.02-06, /0609.01-10 AND fO210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(tD AND HV WINDOW BLADE (W AND E-1996 STANDARDS (MISSILE LEVEL O,WIND ZONES 1, 2 d 3)d /1220.01-10 AS PER TAS 201, 203 d 203 PROTOCOLS LARGE MISSILE. CWHERE APPLICABLE) E) -HV WINDOW SAPE Q/0505.01-00 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D.WHO ZONES 1,2,3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION d NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/SLOCK SHEET 6 2. HV 01"(D AND HV WINDOW BLADE 6 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 M.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SKULL BE#140.75'AND/14x1.75'RESPECTIVELY, 410-HT MINIMUM SERIFS CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 13&0 ini YIELD STRENGTH AND 180 bl TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA LN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HY SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERIGW SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARLING ON THEIR HEM. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AD 3.MINIMUM YIELD STRENGTH FOR 6053-T6 ALLOY S 30.0 kei AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION II-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE d BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k i MIN.YIELD STRENGTH AND 90 kai MIN. TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE d BLOCK SHEET 14 S. BOLTS TO SE ASTM A-307 GALVANIZED STEEL.OR AIS1 304 OR 316 SERIES STAINLESS STEEL WITH 35 kW MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1D: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D d® WORKING IN UNSON: 12, t3 d 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8,THIS BERTHA HV.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT/8'779,S82 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT/5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 d X,WOOD SHFF.T 18 META,SUPPLY,INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER S TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE U' ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEM PER MANENT LABEL IN A VISIBLE PA MO PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HIV D MD GENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCK& AREA 4: HV WINDOW BLADE I1)ONLY It SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17N.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 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.Y.ACCORDION SHUTTER SYSTEFYS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT S APPLIED TO. 13. (a)THIS P.ED. PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (,,)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED 13Y ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O,R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE:.SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OE RECORD THAT PREPARED TT. FLORIDA BUILf5NG CODE Non High Velocity Hurricane lone' 02020 TILTECO.INC 02020 EASTERN METAL SUPPLY,INC. / ""----BERTHA - — BERTH IM \GEN �9- A�fi� � � Accordion Shutter System e �� c Itv #T w/OR w/o E tv.twrnGw BLADE i N0.441 7 Amarfcan Shtxthr System* 11ESCA►IION NM1E ORAL„BY, M.P TTL.LIT TESTING 8C ENGINEERING COMPANY .-.{, *: * e3m M. x1A.Ste-gvaG3 cAlMews.rlae¢.,a11a 2b8 Westro d Inc. —1Y 4 TIED i l 107 .�.T 7f2/202 MTF:.7 2020 Peon• (3M)071-1530.Pox: 305 7I-IM1 4268 Westroads Drive 2 DRAWING No ,moo STATES ( West Palm Beach, FL 33407 3 "' 20-164 ....... '"_ WALTER A TI.UT Jr.PE. �'''•y$/ONAt .0�SEAL/SIGNATURE/DATE CORD' u..Y 44167 -.a SHEEP OF 20 ' -31 F011 wKem VARIES Mw . -68T 1 4 U �`HV 376, OO H1L9Sr1tSQ' s4RTER COVERED UNDER US PATENT 5458179 \�� U�YF R SAL FLOATER •% J QUALIFIED FF'OR USE W/ �� QUALIFIED FOR USE W/ HV BLADES HV BLADE`i, �� HV WINDOW BLADE- 6005-T5 ALLOY AND TEMPER QUALIFIED FOR k�JSE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 LLBLADEtI 6063-T6 AOY A A TEMPER '- 6063-T6 ALLOY AND TEMPER _ 3.420' .__,. T.. 124 i i O63" r. .w � i ' c897• ! 1 _______ (7)HV ADJ. ADAPTER XZLIP 4.4a6 ----- 0ZS'.• g 072 0,072 � -----.__l26' . QUALIFIED FOR USE W/ HV (SJH _QR TRACK —.920 BLADE QUALIFIED FOR U E W/ hN 9 HV TRENCH TRACK (61HV ADJ. FLOOR TRACK G 6063-T6 ALLOY AND TEMPERQUALIFIED � —�0- ------- i QUALIFIED FOR USE W/ HV 6063-T6 BLLLAODYEAI TEMPER BLADE Q ONNLLY. HV \'_Y HV..... INGUARD 6063-T6 ALLOY NA 0 TEMPER ^ WVR'S S•x 1 B 6063-T6 ALLOY AND TEMPER GUAUFlED FORE W/ HV �� 1• 1.d�.1.Z�:_.,, .. " '- 13Lo E v � 1.93V 6063-T6 A D TEMPER ir T .............. fi 080 "-+ 1 670 11 HV CEILING HEADER � HV HEADER/SILL 13 ilD C ILN� HE•[_�ERISIL Kjf 0 nED FOR USE W/ HV BLADE(1)ONLY. QUALIFIED FOR USE W/ HY BLADE 1nONLY t-1 \ SEE SECTIONS FOR VALIDI 6063-76 ALLOY AND TEMPEff-' GuAunED FOR USE W/ HV BLADE`, 6`4.l HD WALL HEADE 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUALIFIEO FOR l USE W HV 6063-T6 ALLOY AND TEMPER BLADE V ONLY. X 6063-T6 ALLOY A"TEMPER T1 COMPONENT A..• B• •_—,•,•• .. 3 Tt M MN IM Y PNL t ! ! Z• 2" 0125- 1® .r V MAX. 0.192-L 0.192' ?..... _x 1 SIDE ANGLES a ._.. QUALIFIED FOR USE W/ HV ALUMINUM ANGLES a 2.s''7 MAx I D 190 ;0.190' -CORNER POSTS QUALIFIED FOR USE W/ HV BLADE(1) QUALIFIED FOR USE W/ HV �<..,<..-. .,,-„-:- —---- ----� BLADE 1 6063-T6 ALLOY AND TEMPER BLADE ALLOY OND ® 2' S MAX.'0139 s0.131' 6063-T6 ALLOY AN TEMPER 6063-T6 ALLOY A TEMPER - FLM D&M M(Non High Velocity Hurricane Zone, 11 III 02020 TILTECO.INC. It 2020 EASTERN METAL SU'PLY, INC. BERTHA HV�. z Accordion Shutter System.S.S.A A . �'.: vcEN •'-•� No.441 7 t L E C N c. H.V. BLADE#1 W/CR W/o H.V.M tOM BLADE American Shutter Sysfsmsww.NJ DescarmN wTi ':auWr eY. M P TILUT TESTING k ENGINEERING COMPANY �WOOIaN • C On, Inc. / OLD-17-107 �n 63M N.W.361A X.s .3D5.Y19JNM GARNAS.FLOl6f11 33' ... /�/p DATE: 7/2 2020_... -qq STATE 0 ''u32YJ Phone:(305)871-15J0.F. (305)Q71-1531 4268 Westroads Drive T ^9'• _ DRAWINGLEET No West Polm Beach, FL 33407 a ! FS •........ WM tXtt7T' .P.L 64 �'FF�FS��NAL SEAL/SIGNATURE/DALE PILMDA Li,/-167 _.__....._ _._. 20 I........:.............. 745• I tlt`-2A1 , 4•-20 OE CAST�P4 .746' ' ! :0 s�sTil ( f PAEMxv+EL t-m I o E us A _.- •.t •,• (2 IMP.) ^^ ' /IOIJ.,VG ENALEl • L. I 1 11.J am"PNED NI j J. 062 I I NNOB _. b • 'r 1 . r4�• rl ZLn 6RAIM CYLINM 6nAss OIUNOER -.......'"."'... .A, P_Aj ._ .. P,AKEYS I O)(CHROME (pML,E RATED)HY QUALIFED© Cw BLADE EIO&�1N ONLY 2 "s• t. '•' -{ ® HV LOCK ® BY EGRESS LOCK 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE_�1)& i ONLY _......__1 .2Ta OUAUFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER �r1, HV CORNER CENT BLADE & �! ONLY. BLADE & �j`ONLY, QUALIFIED FOR USE W/ HV BLADE(j)ONLY —. 250-D.O. 2.ejt• 6063 T6 ALLOY AND TEMPERPLASM HEAD MOLDED To—, „ - -j. i...360•AFTER R.'VETING y so 3/4' BEFORE RNERNG �(� UMBSCREW .44 0-20 RIVNUT* *SM (2024-T3 ALLOY)URGE FtANOE THIN i ....--......_. ..__ SHEET WfISERT,PART/0820.AS MANUFACTURED INAYDEL n. PLAN r, FRONT ELMTION Hy mAu O ......_.:'...._ 4 8. " °•I CHERRY TEXTORN.PARSIPPENT.NFA JERSEY 07054 OR EOWL 2� 1OCKER FOR 'T' LOCK CENTERyiTE QUALIFIED FOR USE W/ Hv BtJaoE t DNILY HV FEMALE 'T' LOCK CENTERMATE ® HV 'T' LOCK HV ALTERNATIVE LOCK 60fi 3-T6 ALLOY AND TEMPER QUALIFIED FOR USE OUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE tOONLY QUALIFIED 6FOR USE 063-T6 W/ AND TEMPER'(I)ONLY W/HV BLADE G ONLY. BLADE�1 ONLY. 6063-76 ALLOY AND TEMPER 3.T61 063• ;pj � 47 � TNUN6Tl1RNCYLINDER OR .214• KEY CYINDER 0.575`W.. Cl, HD CEE MR NT _A.TE W/ f=I'�G.ROD 000 w"o aaa/ t QUALIFIED FOR USE W/ HV BLADE'I A OUALIFIED FOR USE W/ HV BLADEtt,&1A, 6063-T6 ALLOY AND TEMPER , T"' i•T 6063-T6 ALLOY AND TEMPER vAwES, IV QUALIFIED FOR USE W/ HV BLADE t & t/t-M20 A9.OR 3/fiY-I6 ,1,�Q', 6063-T6 ALLOY ^AND TEMPER —Axrx TNU1e9aEInSOR KEY '- :1�2. 1 .-TNUMBRJRN _.._._...-. t18 H ....,. 1 f.._ CYLINDER $ N .. — ...... 1.711 Mu LOCKING RODS .1/4"t _375Y HD T 6083-T6 ALLOY AND TEMPER H� 3f8';—T6 AC'�AL QUALIFIED FOR USE W/ I- BLADE v ! HV 1/4. 0-20 AISI 304 BY REGENT HARDWARF.MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. li �7 � INSTALLATION WILL REQUIRE A 7/16• HOLE THUMBSCREWS ERIE S S.S. THUMBSCREWS QUAI_IF'IED FOR USE W/ EN BLADE,0& A -DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE Wi HV BLADEt 1, OUAUFIED FOR USE w/ HV BLADE(.1) RDRDA BUMNO CME(Non High Velocity Hurricane Zone 02020 TILTECO,1K, 02020 EASTERN METAL SUPPLY, INC. - MYTH /TiLTE c A.!S.S��' Accordion Shutter System o No.44 67 = N� H.V. a"Ifi W/OR W/o RV W(N)(W BI AM TBJ.IT TESTING dT ENGINEERING COMPANY American Shutter Systems -'--� ,;,; DATE DRAW W. MP l STATE F f Assoclotlon, Inc. , - OLD 17-107�2020 wee 7 2 zozo" / '2�7?v 6Tas nw.36Lk sc,sM.sae. natanLa 6�A6a+s.nano,33, �. Pt—,(305)071-t53D.Im:(3a5)871-133t 4268 Westroads Drive "i y ORI ,.•� s . 11:�9_ West Paim Beach, FL 33407 ' s :DRAWING Na FLf ;•..... .. ; y'N LS ONA �� WALTER A T1uIT Jr.P.E. , 1 ; 20-164 ylffffnune `�. SEAL/SIGNATURE/DATE FLORIDA4e/NI67 6s} ____......_� ...........y SHEET3 OF 20 SHUTTER ASSEMSLY SCHEDULE FOR I...'.....- - O HV HV 41 i { �nT TO roe LE Qs s 1 HV BLADE 1 I cE Te INY eEAoe oszs osa� ® HV BLADE to ! ® HV LONG RECESSED NYLON BUSHING ; ...�izY : '. n KNOCK i o-Of4Nl 0625- 0YP) 0.06 HV SHORT RECESSED NYLON BUSHING R1 i.NJO✓j ® HV NYLON HAT WASHER OOR ® '!y� ; + 9�j#•� € (,(�� pis; .__....... ........__�_.. .__.._.._........... _ 4� HV WHEEL CARRIAGE AISI 302 303 SERIES `(` + y I { I /v2 X 0.870"x3/16'THICK NYLON WHEEL. ` 0 188 0 AM 302 SERIES S.S. RNET5 LEAR svar6ATpN .J, _....... eEIVIMN oers' cs7s Y s3 T u ® HV 1 3/4 ACCORDION PIN W/ #8 HEAD * EXTERIOR OPENRM SIAM t L�5V4•am .s J S HV 2 3/4"ACCORDION PIN W/ 8 HEAD * ___ 14 I $ 2 1/41 i�'a � v � © - - —1 � -E GF EAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ( ( I j eE: TYPICAL HV WINDOW BLADE iA AND PQL,YC6MONATE HV WINDOW DETAIlj) L. OR I ....:@ or (SEE NOTE FOR thi EQU!REMENITS) i OOR ® !*.POLYCARflO ,E,,,ap,�p,A ._2ESISCBIIT }''�..WSNI ' I ? i BAYER. MAKROLON 3103 POLYCARBONATE Y (... 0 ICE .. ....._._. ..........._.__ ! 'TO eii� INNOVATIVE PLASTIC 7LEXAN103ED GRADE �RESIN�C ,,' 'i: i ' - (SEE NOTE "f" ON SP TET 14). },_ � I (, OR l �, I , (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR v i i EXTERIOR POLYCARBONATE SOURCES FOR HV BLADE. TYPICA . $HOTTER ASSEMBLY """'B1E """' 1Y1'IC1L 1'11010lRFS S.Aftl11f0 n.T; :.}HY PIN 42 OF(V AT (2) HV PIN 19 MAY 8E USED IN LIEU OF ®AND ONLY AT _ ExT RIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO 40.324 r^i +, (, E NDi[ sORc+� �nrra >oucr' YS BLADE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 7. �3 T REQ}iRENENT5) p ^ .04&-I±- I rcKs.c raic sr ¢m .sou cax v.+oe o-"�. a.soe n.: 1" fl.f?11F+i S?xF1i4lM AF `_D ARk W. .z s?!"L — (3) HV PIN @ OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O •r I aezuw uowwz err cTvo WAO C.+ x-'— SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAil. X. `Er l i f I' *PALrnT:a±[,2c0 Ask D233 in n..+'�. IT'*wlk' SHEET M-*FL CARRIAGE gFLAIL �cc�y$I Oslo +va 1 nsa a w+ Rff EU Y LAYOUT �� ;� Ki c Aslu DOM c' " a-r awx5 Yk'. :Wikk� AVly J1029 100 "DY ��sxwcn+.4-ir ku, aRk sae ase2 v+�, arc a... ) HV BLADE SOLID & to HY WINDOW BLADE DETAILS N.T.S. FLM 9lALI IG COCA(Non HiyH Velo,�(y Hurricane Zone 02020 TR,TECO,INC. C i070'FA'STTFFRN�MF."Al-SUPPLY, INC. BEF ILL. E C C ��rC• A� � �A■ KY Accordion Shutter System F - BADE#1 W/OR W/O KV.WINDOW S" NO.44 � TILLT TESTING & ENGINEERING COMPANY American Shutter Systems f.N. DESCMDON DATE Oft"eY k.P Associatton, Inc. oL-u n-to7 z DATi: z zozQ tA355 K:Yt.JaIN.R.3a:1R0,YR�T4 ckr06N5,ilAW'iM 3]f 'O'• - Pnm;+:(Jos>e:1-15,70.Fm:(:tua)87t-t53T 4268 WestroOGs Drive 2 DRAWING No -• •, 'STATE F --R.tRk—ftac— West Polrn Beoch, FL 33407 J ?Q—'I 64 Z� OR 1 WALrz�A"LL"i.Px: 4 ..oRI.uc.#4+:s7 5 SHEET L/SIGNATURE/DATE e IltllUt ®' Pt 0 '1_ t NOTES ON HV LOCKS AND CENTERMATES: A e c a ' 1. IIAI�A7➢�Y CDNB11'Y1.1 it:ONE FN LOCK(�a t�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN } OR 2' HV LACK or 2 OF UTTER SPAN FOR SPANS UP TO 105'.AND FOR INST TIONS T ANY f MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO q DR (O ^4 TYPICAL SHUTTER ELEVATION. x / LONG FIAT HE1D S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON sl../ cENTERMAT>s W/(2) 1/4'0 2D 1 2' j ® j 2. j1; IF DESIRED. FOR BETTER PERFORIWICE OR FOR SECURITY PURPOSES, UP TO TWO HV_ 411 LOCKS OR 20 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES IL OR SHAH BE AS INDICATED ON N OVE NOTE (1)AB . LOCAON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. VV s ;2 IS USED W/TW0 H.Y. LOCKS), LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY S j II 1r4joIrae�O oK� / .0' BE USFA IF DESIRED TO ENHANCE SHUTTER PER MANGE, LOCKING RODS�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ( (� I 4. MAN111110ITYLAT C0NDI110N !2_• ONE HV LOCK ' SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN v i17F .±.. EE AND tN57AL.LAT10N5 AT ANY ELEVATION. HV L K or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ,I it; I I i ATTACHED TO ®CORNER CENTERMATE W/(2) 1/4 w-20 x 1/2" LONG FIAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BO OM SHALL BE USED. LOCATION F LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. t[fJ ))) �qgqqg 5 ONE ALTERNATE HV LOCK N MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND INS7 T1ONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN SIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-2Ox3/4'S.S. THUMBSCREW TO �OR�CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION WE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ® i 6 ONE HV LOCK®or®or a SHALL BE ). jrUSED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I1111 , TO W. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 or 0 MAY BE USED AS AN INSIDE OR i OUTSIDE LOCK,ATTACHED TO 0 or®SYMMETRICA EA L CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HD S.S. SEE M. :i M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROOS®W/ CONNECTION ( .:" V.Ss .OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. OErAILS ON 0 F L N I J K -L M N p 0 ■ Y w K. SHEETS 10 Nk J` laTYP FULL *NOTES ON HV 'T' LOCKS AND CENTERMATES: OF CORNER CENTERMATE 1. ONE ALTERNATE HV 'T" LOCK MAY BE INSTALLED IN LIEU OF hN LOCKS OR FOR ANY SPAN AND I ALLATKNN AT ANY ELEVATION. AL NATE LOCI Y BE USED AS AN INSIDE OR OU DE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LD AS SHOWN ON SECTION HVG, SHEET S. WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 a 1 1/2'LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32' WINGNUT OR W/ 1/CO-20x1'S.S.M.S. INTO A 1/4'Ox 5/8" RlVhItTT. LOCK MAY BE INSTALLED AT MTDSPAN OR 12" 61+0+@a(iD+0+, a MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LACKING RODS 0 TOP AND BOTOM IS MANDATORY. �•®��+gip®•�� ®+ta .@ *NOTES QN HD LOCKS & CENTERMQTES: t. Mn ,rrr it 1�l +1t OR'-4 W/,i ONE ALTERNATE HD LOCK(5}MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LDCKs z}oR z FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO 0 IS W/3/8 x 3/8'F.H. S.S.M-S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB— AND HDC—HVC. SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS�IS COMPLETELY OPTIONAL FLOMDA BUILDING CODE Non It h Velocity Hurricane Zene 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INCBERTHA HV. /T7LEcou-- \ Accordion Shutter System A w S w S Ta A r RV. aADE#1 W/ORW/0 Kv.WINDOW IXADE No.441 = American Shutter Systems ev, oEscRx oK DATE J AWk a uv TILLIT TESTING & ENGINEERING COMPANY � sue..W Jam.n.,gam.—� -0—wxoE s. Lo�G m1 Association. Inc, o-D 17-107 /2/202 GTE 7/2/2020 STATED tJosleM'�? N<�a 5j871-1 51 426$ Westroods Dive z- DRAWING No ��•'• West Palm Beach, FL 33407 rs = O� "LmaG-00L16719 20-1 64 ORIO _ WALTER a TILT Jr.�A, y'''os/CNAL ��`�EAL/SIGNATURE GATE "°RIG H,6' 8 sHF� 0 --CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK POURED . POURED �' l SHEET 13)EE SCHEDULE W REQUIRED i/f't-20.3/d•S.S. REW REQUIRED j 7 CONCRETE ANCHORS MACHINE SCREWS 1 _CONCRETE ANCHORS i ©18 FOAL E(SEE MMWM @ON SHEET 7) (SEE ON NUTS/e•tY QC. (SEE SCHEDULE ON SHEET 13) - J I.- / i4 Min. 1/4•0-20x3/4' " .""... [ ^•EO EO_ MACHINE SCREWS "' USING 1/4•-ZO NUTS a 12'D.C.r2W"MAN. 1 OR -- -' -.250•M.. O' i I 1 ONAL I' , PuIt oE' iw- pR (�i� MIN. SEPARATION rD cuss EXISTNG ; a1"1D ruv I 1 _ f- EXISTING �T1t- -^( SCHEDULE ON SHEET 11) aIam1) I MIN. SEPARATION TO GLASS "✓ •GL♦SS CLA55---1 ..�..___' -(SEE SCHEDULE ON SHIEST 11) _1 ._..—..._,........:. ,,.,.... l� i CA) HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE EXIsnNG ,•,••_T,,,,.,,,,,,,.,,.,........ YM:SEPARATION TO WA55 :k cuss— (sE MR s100109 y A -.. OR I i r...__._..1 13 Exbrwc - E SCHEDULE ON SHEET 11)—""- �I A a1A93(SEE 1 i.-- MAN. SEPARATION TO CUSS �L CLASSY R It PER �9tET -� I (SEE SCHEDULE ON SHEET 11)' I I it RSI ET FORD y .- I p lfFT It FOR sAOEsFOt® i■ EXISTING d I 1 '/ OPTIONAL 4a .; F f ! _ ...t. � .�•OPRONAL ,� .� � I � I i rt/2 {i I Er -- - _ 1/d•�-2o=3/a•S.S. ,� 'MIn. .. ~ -EQ EO.- PHIWPS TRUSS WAD V ,, t 1/4'i-20N3/C S.S.P+NLUPS ,, .... MACHINE SCREWS USING .....- i CONCRETE ANCHORS a/1/4•-20 NUTS a 12'D.C. ..__ CONCRETE ANCHORS ....`% v 1 MACH 0 NUTS S IY D.C. ...... 1 (SEE SCHEDULE On TRUSS NERD MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) .. .. 'Nin. POURED CONCRETE- SHEET 13) POURED CONCRETE OR CONCRETE A.00K OR CONCRETE BLOCK ...w WALL REQUIRED G HV WALL SILL INSTALUL(ON f (�SCHEDUULLE ON HORS REauRED �F 7HV WALL SILL INSTALLATION POURED CONCRETE.._ SHEET 1d) `J+j OR CONCRETE BLACK WALL REQUIRED O HY WALL SILL INSTALLATION II-SEE SHEET ATIR TYP.I.,AL SHUTTER INSTALLATION DETAILS W/ ASSEMBLY 1-SEE SHEET 4 FOR TYPPCAL SHUTTER a E. E -EDGE DISTANCE 2- ODUNTING SECTIONS CAN BE COMBINED (SEE SPEC1nCATIONS ON SHEET 13) [Ti��Q4k ON"ATIONSHE�ET 14 USE FOR ,i4' Hy BLADE IN AN WAY TO SUIT ANY INSTALLATION. FLORA KIM CODE(Non high Velocity Hurricane Zone ozo2o nLTEOo.INC. m 2020 EASTERN METAL SUPPLY, INC. Accordion Shutter System ASS A ��cErr , f No.441 7 '- 1 1 L E C O IM c. ■ ■ ■ . Hv. 9AOE tt w/aR w/O Fiv.NIM�OW FOALS *; American Shutter Sysfems TASf7tlPcgN DATE DFIAWN WY, M.P ITTILLIT TESTING Ac ENGINEERING CDMPANY # Association. Inc. i OLD 17-107 /2/20 DATE: T 2 2020 x�•: ''7CXlJ ev5 R.w.3em.St.sr..3m,vRalHu a.ROENs.nova 331 STATED Ph—:(305)871-1530.Fox: 305)671-1531 4268 Westroads Drive x �••. `A ( DRAWING Na ' O f t C aAfcoeaa.oam West Palm Beach, FL 33407 a 'ii FS•'••••••• y _� WALT"A TILT x P.E. 4 '10-164 �''iApsT/ONAI �1f`SEAL/SIGNATURE/DATE FLORIDA UC.#41167 4 SHEET CC6CRETE ANCHORS, Y�- POlIIIED ION!17 u '� CORCR E,^ (SEE CHEDULE ON SHEET 13) ' -J �� 00511NO � ' WIL Ott) ) sl mlu ar'a�sa- 1 OR �t S� y ( .. ... "�H WP eACF 1. GLASS 1K sw+ao, ' ' 1 UE )d AI2�tS ftA_�of a�wO a. 1. APPLICABLE Ew�� AL-ERtblTE I i 1 ' exwm LOCAI r' ANCHOR i :� .'l10a3/4'HEX WAS-ER HEAL' {I :i t a ' ]9 lax TEK",.CR£M;i• i2'O.C. EDGE.OF g al0'i 41K._ ,,��.r-CONCRETE AIVC}:O.R., / W (SEE SCHEDULE ON SHEET 13) ' i :APPUCABLE Xs rT1c T � r .. EDGE O _ GtASS—; sue it 1J2 •} E�cz or CAI �TiIRE . FIN S7wK•roM APPURE c.0..• er:`. SLAB F ... 10 aoOaNt.VC4t4sIrNrne a I f APP:MAeLf x, E U r POURED— FLA'HEAD CONCRETE A04CHC-RS OF, CONCRETE REOIiiD (SEE SCr#AI€ON s.e.r 14) t ORCONCR REQUIRED fIAT HEAD CONCRETE ANCHORS REQUIRED ^-IRED --^--C'D..— D* (SEE SCHEDULE ON SHEET 14) � .-,...:.• �11 TENCH INSTALLATION T�AUD ONLY FOR UP TO +70, -75 PSF A.S.D. Q� HV FLOOR INSTALLATION t I)MY WALK—OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER 11' HV CEILING, INSTALLAT�I SCHEDULE a3. SHEET it ' .__ �;CRFTE ANCF-PS_ m r °wu '�n...us 'y .............•ril (SEE SCHEDULE E ON, _. iqE 3ocoU " V -„— __ ; tN'7 rtw MADu rua.cw sMlf w ywtt:1:) i r n may, EXISTING SH 3) AO.Yhik:J R' .'1T2fi �.,_ .r_. .....h..._._ 1,4, CxSAMC_._; ---'r.s[.w,n.m w.R GU55--•1 :: F141 T�irr[�it.wuups/ I .../ GLASS �0os MrQdr1 W Nfl',i YF.RnYlrtlON TL 1 3/4'BAN i11BE7ME4 O 6- 'WX- 1III OF,FOR W TO d-n'vr+wv ov 4'OC.Im SMNS UXFR TINY: .1 MAX tifY//ANF AT E`.fN" l.ST1kR,E'M _ y . 11 ) X N(Ilf tt 4 S}RT:1%/ 1 7 2- CY oa ax=. 4 HEX a urAna y 3 TEK SCREWS �WASHER W.AO COW.fFAi.V(T #1443/4• HEX HEAD_-;: T e• r/" O 12"O.C. '__--- TEK SCREWS O 9'O.G. 1� ; i / 1 4-M2D.3/4'SS MS OR ti+'f-2U S.S.M.S. r CONCRETE ANCHORS U -.. a� l�J r......j/ ._;riM3/4'S.U.S. _ I� A 1/4' I ' t:..-u/sn0,H'4-20 rtUi3 Wf NUT O 9'OC. r(SEE SCHEDULE oN � 1 e 9^0.C _. .. • aL `-'- ... S MALL 1M (O[CCNo1TW 4/ . ,.! .., EOCE SIU KWIVED S��S ff iTl�titJl4'F.H.S.D.S. W4. / r 1 7je' T 7/e^ SEE NO E t3(o) Y s'D.c. canaelE �r -CONCRETE ANC«ORS r' POIMED CONCRETE-' ('SEE SCHEOUcE ON ON SHEET 1 ...._ D OR CONCRETE SLOCIC Stit:E"T ED 14) POUR COKRETE-- ON SHEET 1 ." .. ._. .... REQUIRED OR CONCRETE RL((:K RE.x,"'m Q kEYSTQNE ►tOUNTlNG INSTALUTION oPrION4L-� PO Q Ill WALL FLOOR INSTALLATION � HV WALL WALK-OVER INSTALLATIONAst P e )�E.'"' coNCRE, REIR11tEL` .......... MU9au4 SNOITER AA'I a'-D' �j HV RAINGLIARD INSTALLATION t tTHIS INSTALLAPON SHALL DE v 01�ANC£E.D E R"WWAHLE WHEN PERFORMED E _ USE 1 SEE SXE.i'4 FOR YPICAL SHUTTER (SEE:.PE:Y"CATCF>r<'ON SHEET I-) OR ENTRANCE AN CPERADLE EXIT ♦ SFFOLA �A CNW..OF 19 FOP �, 2- MCALY INSTALLATION DETAILS Wj t1 NV BLADE 2- NCUN111N3 SECTIONS CAN BE COMBINED IN WMl WAY TO SUIT ANY FASIAiiATK1N. F(.M B11LD1l+G COX ion High Yeiocit NurTiccTr:e Zone' ,, tt►itt - 02020 TA.TECO.!w. 02020 EJSTEm META;s;,PPLY. A:-. /TILFEc Q inc. A Accordion Shutter System No.44 67. ,_' • ■ ■ w KY. aAX#1 w/OR W/O RV. WINDOW aaDE Shutter System*A TILUT TESTING & ENGINEERING COMPANY (fi♦1'1System* - atscav„oN DAtt c��A1:ctv. uP STATE elan N.rr.aasn a.Sa.Xk,YraY11A FARDM FLW A 331 Assoclatkni. Inc. 1 oi.o 17-107 /.lzc w 7/2/202G > P ono:(3os)gri 1S3D Fm.(30.5)071-1531 426& 'tlestrooda Drive a "ZOR1: w r Mal clu D.W.- West PGlrr: Beach, FL 33407 CA-WT1O16719 3 yF,S :•..,,. --�-- WIN:ALR Jr.P.C. 4 20-164 'y,`rrONAL N.�`�_ FcauDA u�./441A7 e ,i F- 1 0 ',,,,, � S�L/SIGNAIURE/DATE N r BLADE �INSTALLATIONS CENTS MATES ** ALTERNATE ETAII. H ISV�D FOR ALL OUT i "STING CLASS 1TLADE s+.•c1�OETA/l rrvT IS vAVO FOR ALL OR SEE END WALL CONNECTION... `7 ®°0-Q-a6a EXLSTING GLASS DETAILS ON SHE 1O k t i ©,O, � ®,®ate'®a®,®a _------------ ---------...- ----- ----- - - ------ - . 1 / ®i® }- -?..'/A ..._ OPPOSING s ,/r1.MMTRY�J, z"¢�1/e5m-2 I 8 a ai 4 � TEyR_AT S MIN. SEPARATION (eoe3-Te Au CO CONCRETE �,o:a a S.M.S.O ,z . cuss AN w/2) 1/4Y TAPCON 1 2" a • 3 . o coNCRE'rE (TOP/00TTOY)! (. / �_ {4)t10AT EACHM LE TUgE 1 b-C.FULL LENGHT. W-/- V r W/_*V ,QCK �yp)� i 1- SEE SCHEDULE 57 ON SHEET 11) _.- 1 51/2 1 N 0 © HUB OUT ® _ �* HUC S.E.7� I�oa®a©+O] a�©a�,�a POURED CONCRETE OR ©•� ©a®'O' ,�I (JQ"+®�©-@-� - EXISTING GLASS LOCK WALL ExisTx+G. — RE 'ED 6 7 a 6 7 a © CON -GLASS SYMMETRICAL - MIN. ARATIoN EXI �'� ® ®...J�Guss { CENTERMT S PI I N IONAL @a @-@ ©� To cuss 1rJ �`'�, # t.-T ,�•� (SEE SCHEDULE V K —Q I ®'@-@.@-@-@ ON SHEET ,t) WN.SEPARATION'., a To GLASS � (a I aR , (SEE SCHEDULE ! IN GPnONAr_ ®.-. _ — ON SHEET „) (NTERIaR) -----r----- r-- — — = ---- OUT � ANC`Rsto _ _— .. .............................._.. 4 1 - -- —-— s 10..r Aw 1 , G. 0 3 VARIES } s, -® OUT_... ,.. - ..._6 1 2"MAX.SLACK (EXTERIOR) HVE HVF** HVD OUT FLORIDA 61A(.DArG CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. o•�`�C�...... •C/T BERTHA TM \"\CE+ cF '��, A■S.St.A. Accordion Shutter System ' No.44 6 = u� E c o i N c. H.V. BADE/1 W/CR W/O KV.NINDChV RICE *: * _ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems v. IxxRvlwK TE DRAM BY: Ml A' STATE F ' anr.r.3em,x.s..su. ec.0 Got".Fln ROA 331 Association. Inc. OLD 17-107 / OAT: 7 z 2020 Pt—:(305)1T71-1530.Fax:(305)e71-1531 4268 Westroods Drive DRAWING No F40R1 P• `"OiL 17e`oOaoico West Palm Beach, FL 33407 G-0001719 4 20— s{�, AM1 P.TR Jr. E. 5 SHEET L/SIGNATURE/DATE FlARM Vc t+„87 8 OF 20 ...... .... ... _. ....... ALTERNATE INSTALLATION HV "T" LOCK. Z01 HV MALE/FEMALE "T" LQCKS CENTERMATES & LOCKERS ; Z Wf j,1HV BLADE sEa EHo coNNecnoN DETArs oN sNEETs tD to INSTALLATION (j) H•�V BLADE OUT g IN ELADE4D%AGx DETA&NW.,NOICATW ON SHEET 6, Wf HD CENTERMATES AS wEu AS M.E,sa FtMT9-uAOE00Eua RDD-HVD. 6• 7.8 ,NpGI®ON TNIS SNEET,wT aE usrn W11N TFas ALTERtM: u67.LLAT10N DETAILS ON SEE END ALL CONNECTION -- fb63-i6 Ai"O)ALM32 caneac - OWN WL) - covnowu 5 L----- 3. ———————— ------------T----- --I ---- —————— ---- 4 — — T(wPs lWaIa,� 4 — Ar E,l,.rxu cTr�;I I ( c nu(a+oNr. W (N 1N .. IN N)N 1 -©0 HV "T" PaR(tf► T yr vats .) •' tt LOCK (INSIDE) aM a� q I 11 .. II �_ }. - 4 {• 5, { OUT LR SEE a FOR 11V -1/4" 0-20 x 1 1/2" S.S.M.S. 'T' ,ONh✓ --3.�ix MX IDCK®. �% w (oPTaNAI) : S�A x w/ 7/a"e x 3/3z' wcl4uT. (ov,aNAL)HDB—HVB OUT HDC—HVC �HV "T" LOCK (OUTSIDE)-'' SYMMETRICAL HD CENTERMATES SYMMETRICAL HD_CENTLRMATES y �* W,/ LOCK (EXTERIOR W/_ d!* LOCK-(!NjERjQR 1 SERES 9W 111MA Al _. (7024_T3 ALLOY)LARGE FLANGE TM >©•O°R© 10-0- o7054 R MSPPENY.Nrw xASEr �•,,f ©•O•®a©•O,®a ------------ EOM F:mE9 ON LOOK-NOM0 a w®:Hats w sNccT 3 `. KweK:r nO6+a-wA9E®9Erm NKrw.n s rNn FOR•u u.rrwyvEv AP0.T/:RGNS M,M a.•a O HDD—HVD** FLOATING STACK FLOFMA BUIIDINC CODE(Non High Velocity Hurricane zone ltl lIl W1010 III IFCO, INC. C2WO LASTERN MEIPL SUPPLY. INC- ///// ; '��:.. it .,, — BERTHA HT. �CEN �P'% A.Sl ■�• Accordion Shutter S stem \ 1 L E C t� N KV. BLADE>#1 W OR W/O Kv Wt WX IXAM N0,441 7 Am�rlcan Shutter Syst�na v. Me,�,I am ol�,By.. My TILUT TESTING R ENGINEERING COMPANY I'm N.W Association. Inc. ow 17-107 WE � 2 zozo am .]6U St,St•.JW,Nft41fLL,G4mfN5.FLp16M 33, STATE Ph9 .(3O5)671-1330.Fa,:(305)87+-1531 4268 westroads Drive s �i / .11:Uft-9-1 West Palm Beach, FL. 33407 DRAWING No a- �r OF•'• -O{�' �j`` WALIER A WT�A.P.E. t 20�1 64. �'//ipsS�ONA EAL/SIGNATURE/DATE FEOR:w(;, /M+67 3 SHEET 6 90 ......_✓~ ......_..... .............POURED CONCRETE OR POURED CONCRETE .__. POURED CONCRETE .POURED CONCRETE .....: �.........-� CONCRETE BLOCK WALL OR CONCRETE/J LOCK WALL REOURtED BLOCK WALL REQUIRED -. BLOCOR CONCRETE OR K REQUIRED� ...REQUIRED . EXISTING GLASS J CCMIf2iE`11E - EXISTING CLASS .r`•• - EX(ST1NC C1A55 2'MIN -EXISTING GLASS o le•O.C. — f — ro�(S MN.SEPARATION SdiElAXE OH SHEET Hall SEi'I ION MN SEPARATION i EO ' EQ TO GASS(SEE 11 FOR E1ADEMAD i anm.�c MASS(SEE ro GLASS(4T / SCHEDULE on SHEET 1 16-1t3 WVf..--, _ ON SHEET 19 FOR `'•' 11 FOR BAOE([)AND SCHEDULE ON SHEET _ I FUR ELADE 0*0 (6063-TB)COW. &AGES m«Q � 11 FOR EVDE AD (LOCATE AT ON 9EET 19 FOR ALUM. CLOSER J 1/2' 1 ON SHEET 79 FOR EMHER SIDE .,.� 1 &ADE5 @k 0 PLATE. (LOCATE 1/2T- ... � � � � ElADES m«Qg - _ &� I' Of SQ) �......_. A7 EITHER S/IDLE MHJ�- _ ...._._}- 1/2'MIN. -.` •USE 1 OR 2 MAX. (....... ' '' (AS APPUCAABL.E)e2'xi/8".O'-2" - +,Oxl/2` F 010z1/2•S-M.!L�r .F O I6 O.C. -.. ,._ ALUMINUM Cl1P ANGLE —_—_ O 16'O.C. ----- (6063-T6 ALLOY)AT MIDHEIGHT C44�.. ....... }} � _ (2)1/4'0 rAPCONs ANCHORS TO (c\ WAIL AT i-O.C. (LOCATE AT J— SEE DErA!x IY OR (1. k EITHER SLOE of�) ©OR,Gr SIDE CONNECTOR V AL7' OR (� SEF DETAIL X FOR J /7,OR ,fIA TO TRACKS - F SIDE CONNECTION v N•T .(�«©•O7 w •®w SFF.DETAIL x FOR_' 4 y=1 w�sn•Ow�•®w w 6• 7 8` •®. TO TRACKS .6• ) a •®°' OT-0•®w0.0w SIDE CONNECTION l.! •®wAV©�,-_� ®w' ®•mow©•�-oRACKS QETAI END CONNECTION DETAIL 3 END CONNECTION DETAIL -F,[�D CONNECTION DETAIL�1 ,�;HQ CONNECTION DETAIL 2(� 0 O POURED CONCRETE.OR ----- -EICISi1NG GLASS REQUIRED CLASS S t�4) 4 REWIRED ONLY FOR SPANS GREATER THAN 12'-0' CONCRETE BLOCK ING MIN,SEPARATION �ITf j2• S.M —� .__ .• TO MASS(SEE O ,8-'C MN soVp ncN Y `�.— -•% D ' -- SHEET TO - _ __ o o�o ! 1 £el a NCI E , 1/Y MIN. SCF AiLOON(SHE17 6 aR 1�8 1 OR DoNCRETE Dim m«® 7Y O.C. : °"IaADcs FOR m FmnRF° > O le• 1 2 MIN. A. f O.C. ..._. . . Y MM 2•MBA.ter' O SBELIMA OUSE FOR iy OR ��n�n ulCly y .-.,._.-.......�.,. .; I�i�i fCT.J71 ]�, L1C771 SLk3.E-.S C OR Q�' ELM ~ DETAIL X L..Pouaeo CONCRETE OR �I1I• STALLATION CONCRETE BLOCK WALL �•®"©•�p®• aa_ � REQUIRED , �'®w®•�•'©•®- ''` ._©•O•©-©•O•®w '__�' HY BLAQE..OR 1 A FEY WINDOW INTO �—®®w�a •p- ®'�'�` '©' CONCRETE OR CONCRETE BLOCK WALL. AND CONNECTION DETAIL SQ O•®-®•®-®•®-Q�END CONNECTK?N DETAIL � ® -0,0 FLORD II1ONG CODE Mon High Velocity Hurricane Zone 02020 Tutr.0,INC, 02020 EASTERN METAL SUPPLY, INC. �T3P�' CE FT�p'' �6 , A� ■ ■�■ Accordion Shutter System IL KV. RAOE , W OR W10 KV. WINDOW BLADE *' No. *4 s TILUT TESTING dt ENGINEERING COMPANY American Shutter Systems o�TM DALE DRAWN BY: MP STATE f � Association, Inc. mn T7-LD7 /2/20 DALE: 7 z/2D2o 'O l'n M.N.TESTING 3L,St..3Pa.ENGINEERING 110RIM 7.71 �'. Plwm:(305)971-ia3o.Fm.(3ft)871-153/ 4268 Westroads Drive 2 ''.�.r'•,�COR) A '�`��� •'"� 0«O01GON West Palm Beach, FL 33407 a DRAWING No F' U-0006719 2A—t134 WALTER A 11LLTT Jr.P.E. 4 h�y6%;IJNA 17t!"L SIGNATURE/DATE FL016W Uc./Mi67 SHEET a f0 OF 20 SCHMu a at SaiEDULE 92 MAXIMUM SHUTTER SPAN 'L+" OR 'L-" MAXIMUM SHUTTER SPAN 1+" gXIMUM SHUTTER SPAN*"L+' (fi). FOR CENTERMATES,, (D& llp o OR 'L-" ft. FOR 1151 I— c'rr,�a0 !-ADM. & or or R ( ) R 'L-` (tt.) INSTALLATIONS ���aaa INSTALLATIONS W/ W/ ONE H.V. LOCK ® or ® or�or W CONCRETEMANSY WOOD PO TIV MAXIMUM ALLOWABLE SPAN FOR . GIVEN HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or or W/ONE HV LOCKS L­ O MAX A.S.D. DESIGN PRESSURE RATING. ® OR W/ NO LOCKING WALL A, 8, C. D. E. M, N, 0, P, 0, L ' MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®&®W/ ONE HV ?' W/ NO LOCKING RODS ® OOS MOUtfrING F. K & L R, S, & V. A.S.D. DESIGN PRESSURE IiAnN6 LOCK ® W/TWO LOCKING RODS® TOP & (SEE NOTES t,1i) DETERMINE MAXWUM SPAN FORBOTTOM 'SEE NOTES + (2) PROCEDURE TO DETERMINE(VALID FSHEETMWNTAYCQ FLOOR/CEILING G, H, I, 11, J CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD CONCRETE MOUNTING & M T. U. IN & X WALL MOUNTINGS (T0P/BOTTOM) OR FLOOR/CEILING: &S.D�RSIW AS.D.D9 ASd OCII4IR INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, P IRK WALL MOUNTING FLOOR/CEILING •E WAIL MOUNTING fLaOR/CIJUNG MaMtelG DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. (P...t) MO11N11NG.._........ I.OR ftOOR/OfAWIC MOUNTING ("oRR FLOOK/WALL MOUNTING... O MAXIMUM SHUTTER SPAN 1.+'OR 'L-"FOR DETERMINE) OR GIVEN A EMAXMUM SPAN 1-FROM SSCHEDULE. URE RATING, ( OR ) _.__.._. ) A 1 L M) t+ (R} l 30 OR LES' t6 O 16' 0 76'- I6'-0' 30 ig' 0 16-0` JD i8'-0' ig'-O" INSTALLATIONS INTO WOOD SHALL BE?IMBED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ... ............ ..._— _ _._ 105 per.A.S.O.DESIGN PRESSURE RATING. MCIBLUM DETERMINED SPAN BETWEEN 'L+'AND 'L-•. _.._.35._ 14 10 14'-70 15-22� ...is'-a' 3S "14'-tD.. 1{'-10'.... 35.. ....15-2'mm. le-10' 40 3'-10' 13_70' 14'-2 t5-2' 40 13'-16' 13"-70' 40 4'-2' 15'-2' ..�..-. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR ..._.... _. ..a'.'.'. - COMBINATIONS IN BETWEEN WALL MOUNTINGS 45 13 i' 13'-1 13'-4 14 J" 45 13'-1' lY-i' 43 13'-4' 14'-3' '�' HV CORNER CENTERMATE/3 MAY BE USED AT ALL.._. ___________ W/FLOOR/CEIUNG MOUNTINGS: 50 72'-5' --- -- 12'-8 13'-T 50 12'-5' 12'-5" 50 12'-3' tS'-i" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SS n t0 1t'-10" 12'-1' 12'-it' 55 tt'-70 it'-10' SS--- 71•-t' ti'-,1' SHALL BE AS INDICATED ON MANDATORY CONDITION /2 __.. .. ..._ ................. ^^^�.^ NOTE /5, SHEET S. FOR A GIVEN POSTTIVE A.S.D. DESIGN PRESSURE ._ Q.____ 11'-4' 11'--4' 11'-T 72'-4' 60 t l-1' 11_q• -60 70'-2' 10'-11" RATING: -".. "-- DETERMINE: -_.s$ 10 t0,,1_,10'-10 11'-1' 11'-11' 65 10-10 t0'-to' .____85,_,____ _9 5 7C 1 Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, 70 10 6 10 ff 10'-9 11 5' 70 10' 8 10 G" 70 a 9' 9-�' 75 1D , 10 1 10-4 it i •11- - """ ___.._ ._... ___.. INSTA MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 t0'-1 10'-1" 75 - 6'-9' /y INSTALLATIONS. .._.� _.._. ..._ __.__ .. `1 EXCEPT THAT MAXIMUM$t1tTTTER SPMI'L+•OR 80 9'-10- i 9'-10' 10'-0' t0'-9' 80 W-10' 9'-10` 'L AND MAXIMUM A.S.D.xswo PRESSURE RATING FOR......._............._.-.-..........___•__ _ .....__._.. FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85___........_B.8,..... V9'-6' W-9' IO'-5` 85 .......9,.-6, 9-6'„ INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING:' .. .."' '."" ................ .... SHALL BE LIMITED AS FOLLOWS: 90 9 3 ". 9'-3' 9'-5' ,0-1' 9O 9'-3" 9'-3' DETERMINE: "" """ '-'--'-` '" — 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9-0 B'-9' 9'-2' 9'-10' 95 9'-0' 8'-9' Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS _..___....__p__...__..... LIMITED TO +54,-72 p.s.t. AND B'-C' SPAN, SEE L2-� MAX. SPAN FOR FLOOR _..._ 100 9'-9' 1' 4' 9'-0' 9-T 100 a'-9" 8'-4" FLOOR/CEILING MOUNTING ..................................................._.._....._._....__.._ __.� �.-.-........ MOUNTING MOON SHEET 7. INSTALLATIONS. 1 .... 8 _ 110 1'-4- r-7" 8'-T' 9'-2' 110 _.. _.B-4'.....__......r-7' FNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE .___ 115 8 3 7-3' 9'-4` D-il" ..T75 9'-2 •�T-3' MINIMUM BETWEEN 17+`, 'Lt+; "L+-'AND 'Lx-" - — + SEPARATION TO GLASS SCHEDULE -12 120 a o e'-n a-2 e'-9' t2O a'-o 6'-n' (4) GO 70 ANCHOR$CHFARAE WITH FINAL MAXIMUM 12$ T-10 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7 8 B'-5' T-10' a_t' 130 7'-iF PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r T IV 7'-9' Y-9" 135 T-7 6'-z" WIND ZONE MINIMUM SPACING. 140 7 s s'-I,1-1; 7'-7• 7 ;_ 1440 �7'.-a" 5'-11' ASTM E-1996 SEPARATION 145_._..�..7-3" ..5T-9' 7�-5' 7,-3:- 145 7`-3• 5'-9' TO GLASS .�....................___..................... 150 7'-2- 5'-7- r-4" 7'-0' 150 ._...r-2"-..._......_5_7.___ .... _ ' ...._.__,-. 155 T-o' s'-s 7-2' a 9 155 Y-o s'-s 1 TH RU 3 1" 160 V-11` 5'-2' 7'-l' 6'-7 160 a'-1Y W-2' ..--_. .:................._-.............. _...._._r___. 165 6'-10" 5'-t' T-O-0' 8'-4' 165 170 ff'-9• 4'-it' 8'-Ti 175 6 7 4-9 8 4' 6 0"� 175 0'-T _ _ - '1` HV BLADE 180 ff s 4' a 6' s 10' 180 e'—s' +'-a'4 4,6 5-T 5-8' 185 8'-5` �--.._a'-e f ............... ........ .._ __.... L __..-. .. ..... 190 ' 190 -..5•-4"_..... __..`__5�_ 195 6'-3' 4'_3- ...6_5"._. .5'_5. 195.....- 6_3. 4 200 6-2" .4'-Y g'-<' S'-3' 200 6'-2" 4`-2'. 205 a'-i'�-- �'-i'....__ FLOW C Non High Velocity Hurricane Zane ( I qp,� 02020 TI,TECO,INC. ®2020 EASTERN METAL SUPPLY,INC. ok�j .0 L�� NO `'�'�: L E A ■ '� Accordion Shutter System C© I N c. A.S.S.A. KV. BLADE#1 W/OR W/O KV. WINDOW BLADE No. 41 _ Am�rtcan Shutter Systems „ a,,c owWt,BY:M,ct>, a 2* TtLLIT TESTING # ENGINEERING COMPANY Association. Inc. I OLD 17-107 2 ate 7f2 2020 6W N.'.Jw.x,SR..305.NAD.M GARDENS.t_OA 331 b STA OF PN—:(305)e71-IS30.F-:(305)e71-1531 4258 Westroods Drive 2 —DRAWING No 9' // 4,`� •-maa tiRecnOad.com West Palm Beach, FL 33407 3 �(�— 64 //�(CS'•..,, _ 'ALTER A RLL1T Jr.P.E. 4 to FLORIDA- 1/SIGNATURE/DATE"1 µ167 ' SHEET MAXIMM ANCHOR*-SEUM (in.) MAX, SHINER SPAN, A.S.D. DEMN NEGATIVE JILRATM AND A QffQRfflRESPi0FNrlMl`NlG UM0 ME FOR CONCRETE OR CONCRETE ANCHORS SPACM tEaMn Ri eVW INSTAL IATXM POUM CONCIINFE (SEE mouNtOM A.IL C.V NO F ON SM 6) BIDCK IAPCON OR WAtt SILL ING WAIL SILL WALL LL NUNTING OC&C_WALL HEA fIITER/Stl TAPCON WITH ADVA14CEO sm MOUNTING (A)WALL HEAD (3 WALL HEADER MOUNTINGQ)) W/ W4 MOUNTING THREADFORM TECHNOLOGY (IT) A&&bm wpw I MW SA KSM TIMM w= A$A ommm IIIINK MVR "A"0""HEMUK PAMK _16-7 30140 j W61751 9611201161),201 rii,go I I 3Of4O Wfn 90I120i 0; ALL POINTS SOUR SET 90; 91)020ileol 30140 SO 75 90T a lw 205 30;40100 j 75190 11 jorli6j 401 60 BLUE TAP 6i A.i 14 1 10 a a 1 6 1 14 12 1 1 9 f 8 1 1 •0 1 0 5.6 ...... " I I a - - i . 1 4 1-0,- 1—-5 a a ; a 14 2 14 LIT-]0 !4 12flLo S a' jj7 !2 10; 9 LOA a el. .81., TAPPER+ 2'10 1 9 a 3 _14:12 1 10 IT I a a 0 ia oR LESS 14 12 1141 41�'a 12 14 12 5 14 _4 12 a 1 6 8 14 12 101 9 1 8 1 6 a 14 11110 9 8 a 6 8 14 12 10 9 1 6 1 TIT 1 6 1-114 12 i 10 a I S I To 4, 1 a a a' a I a a a I 14 d" 4 14 12 1 0 8 IT 4 - 6 a a 14 T� 1hp L.Al2 14 12 1 10 TO a - 14 6 14 12 10 7 11. l 0 a a a V-0- 14 12 10 0 2 IT J_-- P-j 14 12 10! 9 1 6 1 ll 14 2 .14 12 10 9 a a IS 2 0 f4 12 TO 0 8 3 4 a 16 6 14 2 Iu 9 1 a a a a 14 12 10 1) IT 6 a 0 a 0 7 12 lorrill-I.-Illf''l, TO J 14 12 10 t 9 1 8 1 It F 4 14 12 10 9 8 5 14 12 10 9 a i tlb 14 12 IT) 9. T` .5 - t4 42 10 1 9 1 IT 8 6 13.5 14 72 6 14 12 TO 6 7.5 2 10 9 7.5 &5 4 1 3 a -0 a a 7.5 SEE ANCHOR 14 2 61 4, 'i a a 1 a a a a a SPECIFICATIONS V-0' 4 12 9 a 14�12 a 9 1 IT a 6 13.3 L4 2.19- .-Pr-'LIT 11111111 4 12 10 9 1 __1_.12_ IT IT 6 14 12 10 9 8 7 To 14 12 T a 415 - 14 12 10 9 5 2 5 a a 4 7.5 94 L-7-- ..O.I.A..............I.......... TO 1 9 1 8 IT 4 1 1 0 14 12 10 a a a 6 4 12 10 IT IT - - - 14 t2 To 1$a, 7A 8 IT ............ 14 1 21i a a w i.6 6 i6 8; 11 8 I.S.&5 4 ON SHED 13 11J, 54 3 14 12: 10 9 -5 7- 14 q 10 9 1 a 4 12 9-5 7.5 4 - - - 14 9_5 3.5 - 14 4 "il _12_t S. - 2 10 9 33 14_4j.;1 1p a 14 12 LiR a 6 14 12 10 0 9 4 14 11" 6 7.5 4 1 12 141 '1 -IL 0 1 2 17-51 4 6"' 'i's f. po 9 a a - - I a ;!I ;i�1-ii ii 4b - - - 14 12 10 -' -14-� -L-­�r;a 14 12 10 9 1 6 5 1{'12 1 10 9 0 8 4 - 14: 5.3 114 12 To '9 14 12 10 11 1 0 43 8 IT 8 0 4 6 4.5 12 10 9 a a i a 12 H2 3 4 1 2 14 10 9 i,7. 0 5- ..Z7- i-4 -1f.-.ili '11 W_ a a a a 12. 9 8 4 14 1 0 0 4 12 IIY, 9 ii 8 6 14 12 10 9 1 6 -a a M4 fl­ 8 7 4 14 1 - a GA 315 4 12 i 10 4 f 41 T4 I �6 IT ; 12 14 t2 1 10 a 14 t2 10 8.5 7 7' 6" 4 Al,�_ 10 !It 1!. 12 it 9 7.5;&'15 14 12 10 0 1 a To a -14 12 a 14 12 i To 0 " 3 14.12 10 9 IT i"i- 14 12 IR 14. 11_ 14 11­7 3.3 9! &5 4.3 33;: - 12 10 14 12 14 fll 10 IT 71.31 7 4 TO 14 12 3 ' 142 7 - - - 11,S.E 8,0. '14 Q t1d 9 5.5 a s 4"5 T4 0 -8a To 7' 4� 2 3 USE L4 &S 3 14 10 1 a -f-4 3 -aka -e--a 4 IT 8 5 7 &A 3 -7 T 19 -if-To 9 _5 12 i 10 IF 14 12 10 9 8 4 a �14 i4 4A 14 1 9 - 4 14 12 10 TO 9 IT 4 13 104 161 5 6 8 TS 3 4 - - 2-5 14 12 8 1 a a a a 6-1 6 3 14 12 10 9 7.5 :7 4#1' 'a 14 1 12 fli) 9 �4�11.5 7.5 ..........i M�-01--g- 4 - - 14 IA.M.f 1 it..12 LQ_J_A_jb 14 11'5 5 g Y 4-is 3x-4- _1V 12 -f4- J4_: 45 4 1 a 10 0 4 14 12 10 0 7 12 1 9 8 1- 14 12 1 1 GXT- - 14 12 9.5. 5 3-5 1.4_-2-_10 9 &S - - - 14 12 10 0 8 1- .!.b" 6.5 S.-­ _­..... ::-,-:7 '7'4 12 9Z 1 5 &5 - - - 14 12 16,1— 12 7 5 - 8 8 8 7.3 4.5 14 1 1-4 !"__L 13 7 114 12 &51 3 14 1 12 3 1'4 it.JK ITT-1 5.5 42 j. 12 TO 9 a 14 12 1 0 14.3 3 14112 10 1 1 6 1-114 14 IT 73 - - - - - a 7.5 9 5 - - - 14 i 12 7 14 12 -Z:- j*­if lil'ii 7. 14.U -w 14 12 110 14 12 IT .321 - -- . . l­ =.­�.. .r­_ j_ T4 U 4 1±_12 10_.7 To.. 2�5 1 6 12 jTjIl 14 12 10 3 10 .14 10 7 - - - - - 8 8 7 53 4.5, 4 12 6.51 IL�4� 1;rl -- ---- 14 12 10 - - - - 14 1 12 1 a tit 12 �.s 14 Ii 16- 14 12 4 _14 12 IT Z, 1 12 10 14"i '3 14 12�, 11:5 Ly 4 a a 5.5 4Z 4 14 12 16" i-4-_jy:Ty 6 1 a -f-w- j_7 14 12 - - - 14 14 12 - - - 43 J) HV 13LADE QR HY BLADE 1 12 13*-0' T. 7- 14 12 - - - - - - 14 12 - - - - - - ;w, i ?4 T�I wm 0 a a 0 a -----­------ 7: 14 . .......... 4 TO . . . . 14 f2 4 12 - - - - - 2�5 4 . ...........jjr7­jj.... 41_­��-j WZ HV WINDOW BLADE .V T­.. 11.3&S I- Q E 4 1- - - - t4 12 14 4 4 4 4 1 4 1 4 1 4 4 14 4+11]1 4 1 4 4 1 4 io I To 14 4 jt. V41 4 4 1'4 1 14 12 14 i2 6 3 '1_4 12 14 'T 14 12 12 0 a a 7.5 14'-0' _7 ........ T4. ;2 14 14 7.5 WORKING IN UNISON _7 14 fj 'Z71 14 21 1- 1 4 4 a a 4­7., 7�5 a -------............ 14 - - - 14 i 15,0, 14 14 14 14 7 4Z 3.5; 4 I- Z..I.T4 To 7.5 5 4 141 T4_ i- - -114 &5 7 114 1 ........__ '4 16'-()' 14 14 114 FLMM CW(Non High Velocity Hurricane Zone, 02020 TILTECO,INC. 0 2020 EASTERN METAL SUPPLY, INC. BERTHA NV, ,yr,E N C. Accordion Shutter System Mo It'"'is c III A.S.S.A. KV BLADE#1 W/OR w/o KV WIMM a" No.441 ;hutter Systme trv.th DESC*PqM WE MON BY. W.P TILUT TESTING & ENGINEERING COMPANY AssocWlon. Inc. I OLD 17-107 772/2-02C DM� 7/2/2020 TAT 355 RX 36�.9L.ON.3DS.�GUIDEMS,FLOROA 331al STATE )971-15M.F..:(305)971-1531 4268 Westroods Drive 2 pt- -3 DRAWING No MO West Palm Beach, FL 33407 ORI CA-0DO67 9 ......... WALTIM AL TILUT J,P.E. 4 20-164 '9/0NA FLICIRIDA U�.#44167 SHEET %L , SEAL/SIGNATURE/DATE I ...... 4 12 OF 4 .......:::......::.: . MAXIMUM MCHQR� SPACING ein.3 SCHEDULE FO A GNEN MAX, SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE NOUtANGS E.G.I H ON SHEETS 6 a 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS poUND K= POL61m OTINCIOE (Nil TO DUSTING POURED CONa&ETE (MI,1,- 3 Isl) OWALL SILL MOUNTING ©CEJUNG MOUNTING �H FLOOR MOUNTING - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDO(. (Mln,fc-3 1W) SPAN - 1/4'9.3/4'ALL POINTS SOLD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT#SPECIALTY COMPANY. (Min. rc-3 W) (n) NQA W7xC �.oEvpN P Est - 1/4'I BLUE TAP CONCRETE ANGiOR W/CPP A5 WwUFADT11fED BY FLORDA FASTENERS D RECT,NC.(M n.rc -2 Ia) TAPCON OR 30 b,ID i 75 90'1201160 50'40 60;75 90 i 12017601205 3D 40 i 60 75;90,220 tao TAPCON W ADVANCEDITH - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEYULT, INC_,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY OR ANY 1s 7z iD 9 0 0 6 1a 10-. 9 «6 8 7s;t2 t 9 ;. a I..v.. THREADFt1RMLLTECHNOI-IOC+' OTHER APPROVED LICF715ED OR AUTHORIZED VENDOR REGISTERED WITH THE AMF36CAN SHUTTER SYSTEMS ASSOCIATION.INC,(16n.f'c-3 bi) 6 '14 12 0--• b' ! 6 e is,11 /0 9 ! 11 6 6 ALL POINTS SOUD-SET NOTES: OR I4 /2:10 9 0 • 6 6 14 '/2 f0 Q 3 • • 6 14`72 10 9�8 6 6 5' BLUE TAP W/CAP Al) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14. 12:10 9 • 0 6 7 14 12 10 • a 0 6 6 14 12 10 '9.1 e.. IT 6 ..9.. ANCHORS IS 1 3/4%AND FOR BLUE TAP W CAP ANCHORS IS 1 1/2-. 14 f2 f0 9 7 S5� _ 14 /2 10 Q 0 • 6 14,12 10 Q : 0 6 6 5 TAPPER+ / 14 12 10 .� 6 s 6 6 14 12 10 9 D 6 6 6 14 12 10 -9 6 6 6 S3 1! 12..10._0_ 6 ! ...e.-I.4 11 12. 1• 9 0 6 6 45 I4)11 10 9 + 6 6 4 ,SS A-2) MINIMUM EMBEDLENT OF 1/4'I:3/4'ALL POINTS SOLID-SET ANCHORS SWILL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT __,__ INTO STUCCO SHALL BE PERMITTED. 1/4Y-20 S.S. MACHINE SCREW USED SNat1 BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND M /2 ..10 i 3 0 6 4,0 14. ! ......... 6 6...6.. 53 i4 12 10 9 8 6 6 4.5 i'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 6 TS 3d 1 1 i 6 6 3 7/ 12 1 4 •SFEATIaN3 OF USE FDR 14..12 t0 Q `B "i '�9"'0 14 12 10 •. 6 6 6 >S5 74 f2 ii i 6 0 4 4A etAOE SIrtLT 19 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY 4ENEETt BE FOUNb ON THE EXISTING WALL OR FLOOR, 14 12 10 9 .0 7"1`l"'- 14 12 10 • 6 66 `7'13.3 14 12 10. t_0.5 S JA 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON -t4..12 10 i ,D 7S S' - 14 12 t0 Q 6 6 i i4.5 14 t2 to `! It 45'. 73 NOTES At)R A2)ABOVE FOR INSTALLATIONS ON VINYL.SUING OR EIFS WITH OR WTHOUT METAL STUDS CONSULT THIS ENGINEER,FOR 14 12 9.3 751" 4.3 - 14 12 10 6 0 L73 Y5y„4 14 12 1 0 • 6 4.5 33 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6•-0' 11 i2 10' Q I 0 6 6 1♦ 12 70 9.I 6 6 6 6 14 12 10 • • 0.6; B :J5 14 12 f0 9 7d SS 3 74_•,12 10 SS f 7 SS 4 1.3 14 -IT 6" 6-5 5A a 3 ,- (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 tx i0 9' e" 9 - - u 12T10 0 1 6 0.5 5..1� i412 10 •5 • �5 4 4 - iNISI TAPCON OR TAPCON I11THi ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDDI. 14.12 I ] - - 14'12 10 1 9 1 6 14.5 15 3.5 14 12 10 87 5 _s' 3 - i/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DL MBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY. 7•-0• 14 ,12 t0 9 0 6 - - t4.11 10 9 i 7 3 :4 14 1 10 0 73 1, 4 t 3 - 1/4'6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIN FASTENERS DIRECT,INC. 1/4-0 TAPPER,ANCHORS AS MANUFACTURED Br DEWALT, INC.,AND DISTRIBUTED BY ALL.POINTS SCREW, BOLT d SPECIALTY COMPANY OR ANY 14:12 t0 6A 1 4 - - 111,112 6 TA 6 5.5 34 . 14 t 7 7 4d c3 - �- - __ ..__ {-_;.-. __.........- ____ .___.._. ... N...._ OTHER APPROVED LICENSED OR ALlTIHORIZFD VENDOR REGISTERED WITH THE AMERIGN SHUTTER SYSTEMS ASSOCIATION,INC.it t 12 TO 63 7 �♦ - N�12:t0 9 75:YS ♦ - 11 12 0 7 75 43'- , 4:11 5 45.- - - 14,12 1 10 9 7.5 SS 4 - 14 12 B 7 6 4.3 3 - -.... - NOTES i4 12 t0 0 8 85 - - T4 N12i 70 B e 6 4 - 14 12 TO 6 6.6 5 i3S - 8'-0' y ----- - *--- - ELI) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 0.6 7 S3:3 14;12 0 65+.6A 4 3 - 2.S Q • 4 3 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. -.- tA 12 9.0 73 6 f- - - 14'1 � 5 6 iA S - - 14 f 6 '6.5 ♦ - - 1J i3 i0 6 - 6 6 1. 1 1 B.2)MINIMUM EMBEDMENT OF 1/4'4.3/4'41 POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE. BOCK,NO ..r. ..... ._.... _ ._.. .: 14 12 W • • t0 9 )5 4d - 14;12 6.6 7 YS _ _.____ 1...._... I { ... EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'W-2D S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO f1 175 7A i. 1 - - N 11 7 _» S ].6 5b 1D JA EXIST,AND ,'MINIMUM FOR WALLS WITH NO STUCCO. 11 12 • is 13I - - /4 11 L0 7 53 4 I4 a0s'I'7 5s''! 43 - 1 4 14 /2 • 7 6 46 y 14 1 11 7 SS ai Sd - 9.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10•-0 1a -i2_ to i 7A 14;t2 10 i 0.3. 3.. _ 14 i2:D 6 b 4. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHIOFAGE SWILL BE AS NDK:ATED ON 14 10 « 5 3.5 t]iD5I45 5' '4 J t0 7.0;S ♦ 3 NOTES 8.7)h 8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 TA55 - - ti1151 9 ;S: 4 2565(6 S-'(4_ 4 FOR NSTALATION INTO UPS WITH METAL STUDS SEE SHEET 20. -05 0 6 11 12 6163 5 4 - 13 I.W 3,5 S 4 3 jj 1.1,_O. 14 12 10 1412 97 a �b -' tt--0.3'1 63L sd SS T (C) ANCHORS SHALL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ,1.5 9A D �- - .. - �- 11 0 "6i.S')`4 TS_.__.__ i. 7 !A 35 J t{ t0 14 DA 7 15A 4A - - 15 a3 0.5 4d 73 - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. f3 - - - - 4 1 -[!� i 6 4 - - t{ 12- ro.. - - - - -. 1 tx 00.s !S - - - 1D 6.5 5 4 - - - E Au[` VER__ T_.S SUS SPACING SCHEDULE FOR ANCHORS: 12'-0 ' .. It .. 3.. 1 38 - • ♦ -3 ' MAXIMUM AWAiOR 5PACINGS ARE VALID FOR EDGE 05TANCES INDICATED BELOW.FOR E.0. LESS TWW THE INDICATED.REDUCE ANCHOR SPACNGA .. ..4 .--... -}-- 19Y MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. .: - - - 14 " 7 5A 43 - - - 41 Sd4R. - - - - 111113 7.5�d 5 - •. 'a''' 45FACTOR 10 175 5 4 3 - - 6:8 4 3 - ACTUTAL5 i3 - 12T9' 6 4 - - - - - EDGE TAPCON THREAOFORM TECHNOLocY ALL POINT 50110 SET BLUE TAP W/CAP TAPPER + 8 6 - t 95 - - 7S S 4 - DICTAHCE MN14'-0 4 _ --{- _ E.D. MIN.SPACING-3 MIN.SPACING- 3' MN.SPACING -3,/2' MIN SPACING-3' 3 3/4-.S ACING4 V BLAD QR P 7 5 ].D J - - - -- oawnci R POUED COMM 1ANpEtE dOLX CONCRETE PO32ED Cbi7CIi'ETt �""'�"' C POURED rnNCR Tnx•n OOtDEiE CONGER aOCX 11.51 .5 !" - - _ - 1 - - - sA - - - - - CONCRETE YAt F11.3 1/r rA EA•2 1 CONCRETE BLOC( CONCRETE BLOCK M L,E0..3 I/L'Ilel ED•2 1/Y Ea- - T 4 1 - - 3' t.Dr 0.00 1.0 Lit 0.781 HIM t 0 T O.N 1A BLADE WORKING 2 oe�- 1b _....._ ne) .._.?.... IN UNISON ♦ .....3_"e 4 2...._ ..___. -p.71' - --- ---..` ....._ 0s1 11 .. r _„n-_ -T 5i45 i- - [- is't .3 5�L- - .. ._. _ 0.43 .,... 1 3/4' OAt 8 - - A 8 4 '4 -3 f - t - 95 - .' - - F..OMlul BUILDING CODE on Hi9ti Velocity gUrricane one ����YA� 02020 EASTE N," A o2a2D nLTEGO,nc. RN METAL SUPPLY, INC. �BERTHA'''` �` HVTM E Accordion Shutter System Na.44-67 I 1 L f G Q Inc. w ■ • • RV. 13LAM#1 W/at W/O RV v�NDaW aAx s*: * rZ,�Ay,•�,U~ TIWT TESTING dl ENGINEERING COMPANY American $h Uttef Systems V. IICS131rIKIN DATE DRAWN B': UP 4' STATE F t355 N.W.36N.St.R.,3 ,MII-A G RDENS.FLOM" AssoclOtion, Inc. DLD ,7-107 z02 DATE: 7 2 2020 Phwe:(305)871-1530.Fax:(305)471-1571 426II Westro0ds Drive 1 'SAL•' DRAWING No West Palm Beach, FL 33407 3 ^-000G719 20-164 WRD IDA A.MUT 1167E s f SHEET 'AAA�YA1NUHH1 F(1C4.A. �AEAL/SIGNATURE/DATE 4 13 OF 20 All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 3-2-2021 Permit Number: Building Permit Application Planning and Development Services 2 Em—z Building and Code Regulation Division Commercial Residential x 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772) 462-1553 Fax: (772)462-1578 iiiiiPERMIT APPLICATION FOR: Address: Tom Weeden /Gw f� P r �� �c��T Property Tax ID#: 34l2( ' J)j G 0 — 0Sb .3— 6O 6 Lot No. Site Plan Name: i 7 Block No. Project Name: Spanish Lakes RETAILED DESCRIPTION OF WORK: Install 7 Accordian hurricane shutters New Electrical Meter Second Electrical Meter CONSTRUCTION INFORMATION: Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors _ Pond _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ 2,450.00 Utilities: —Sewer _Septic Building Height: NameTom Weeden Name:Rick Glancy Address:12 Hermosa Company:Fine Homes By Rick Inc. City: Pt St Lucie State: 'rL Address:1205 sw Magnolia Bluff Dr. Zip Code: Fax: City: Palm City State:FI Phone No. Zip Code: 34990 Fax: E-Mail: Phone N0772-201-2220 Fill in fee simple Title Holder on next page(if different E-Mail Finehomesbyrick@gmail.com from the Owner listed above) State or County License CGC 053510 If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required.