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Home My WebLink AboutProduct approval - I 8i26/2020 Florida Building Code Online Business ' Professional, � ► Regulation BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us ; BCIS Site Map Links I Search FI lida Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL389-R9 RECEIVED Application Type Revision Code Version `2017--=_ OCT 15 2020 Application Status VApproved Permitting Department St.Lucie County Comments Archived i 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 �p Q� sspp 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 �I 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 12/31/2020 Validated By John Henry Kampmann Jr. E2 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1) PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005�(� ASTM E-1996 E IEwE® 2005 ASTM E-330 IGv% TAS 201, 202, 203 CODE COMPLI1994 ANCE Equivalence of Product Standards ST■ LUCIE COUNTY Certified By �1 ®CC https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 g1426/2020 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved: 12/12/2017 i Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)- Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida, InL Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level "D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASO load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for Created by Independent Third Party: Yes 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha_HV,Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-. Wn-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida, Inc. Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade, 8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC,,. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO- (Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida, Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party: Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC,,INC. DRAWING 17-106 PRODUCT EVALUATION REPORTPDF Created by Independent Third Party: Yes Back ..-. i i Contact Us::2601 Blair Stone Road,Tallahassee FI-32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Sgpylight 2007-2013 State of Florida.::Privacy Statement::Accessibilitv_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 click here. Product Approval Accepts: https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXOsoPMYK7UC8%3d 2/3 I GENERAL NOTES: 1.BERTHA.H.V.ACCORDION SHUTTER.SYSTEM.SHOWN ON iN15 PRODUCT EVALUATION DOCUMENT(P.E.D,)HAS BEEN VERIFIED.FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA -. 819MI4G CODE.THIS ACCORDION:SHUTTER SYSTEM SHALL N07 BE 1NSrALLED AT HIGH VELOCITY HURRICANE ZONES. - - DESIGN:WIND LOADS SHALL,BE DETERMINED As PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE:WRISOICTKIN WERE SHUTTER WILL TABLE OF GONTEN7'S BE INSTALLED WITH A DIRECTjONAUTY FACTOR Rd-0.85,.USING ASCE 7-10 AND SHALL NOT:EXCEED THE MAXIMUM.(A.S.D)DESIGN,:PRESSURE.RATINGS INDICATED ON SHEETS 11 THRU 15,.'19&20. IN'ORDER TO VERIFY THE ABOVE GONDBION.ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S:B,DESIGN WIND LOADS S(D.& :BY MULTIPLYING:THEM BY 0.6 0J ORDER TO:COMPARE THESE W/.MAX.(AS.D)DESIGN.PRESSURE RATINGS INDICATED:ON SHEETS 11'THRU 15, 19':&20. GENERAL NOTES SHEET 1 IN ORDER:TO VERIFY THAT COMPONENNTS AND ANCHORS.ON THIS P.ED:,AS TESTED, SSE'WERE NOT OVER STREO.A 33 x INCREASE IN.ALLOWABLE STRESS FOR WIND LOADS WAS:LfIQj USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION-FAOTOR CO-1,60 WAS USM FOR�VERfFlCATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION.SHUTTER SYSTEM'5'AOEOUACY FOR WIND AND LARGE MISSILE IMPACT,LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1:2 OF THE'ABOVE MENTIONED CODERS PER .AIL REPORTS: TYPICAL;SHUTTER ASSEMBLY 38-44 SHEET TYPICAL WINDOW BLADE& WINDOW DETAIL -HV BLADE Q #0214.01-03. #071.9.01-03,a10124.01-05.TJ1214.01-05,#031742--06,/0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASRI E-18N AREA"2; HV MM n AND HV�NI�W BLME 1nA AND E-1996 STANDARDS(MISSILE LEVEL:Q,WIND ZONES 1,2&3)&t1220,01-10 AS PER TAS 201,203.&203-PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -- -HY WINDOW BLADE>Di 10505.01-0&AS PER MM E-:18611 AND-.E-1996-(MISSILE-LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AD It 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVA110N&NOTES ON LOCKS SHEET 5. FIV BLADE OQ AND HV WINDOW;BLADE INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. Q ARE ENGINEERED TO WORK IN UNISON'M 14 EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION'DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014X2.75-AND/14x1.75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS MY SHEET.B STAINLESS STEEL SCREWS WITH'135.0 ksl YIELD STRENGTH AND 180 ksi'TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA ITV DACROSHEM'COATING SYSTEM AS MANUFACTURED BY.APPROVED CENTERMATE ALTERNATING DETAILS HV SHELT 9 COATING,APPLICATORS,REGISTERED WITH AMERICAN SHUTTER:SYSTEMS.ASSOCIATION: PINS MUST BEAR THE HV'MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS.SHALL BE ALUMINUM'ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR ENO CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM.SPAN TABLES SHEET 11 ANCHOR SCHEDULE--CONCRETE&BLOCK SHEET 12 -5.ALL.SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 5D Ilsi MIN..YIELD STRENGTH AND 90-ksi MIN.TENSILE-STRENGTH. ANCHOR.SCHEDULE-CONCRETE&.BLOCK : AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. SHEET 13ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO SE ASTM A-307 GALVANIZED STEEL,OR MSI 304 OR 316 SERIES'STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:4IV BLADE Q 12.13.1.4:15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE Cl)di m :WORKING M UNISON: 12, 13.& 15 INSTALLATION-DETAILS S-X, WOOD SHEET 17 8.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT F)8'779,5S2. COMPONENTS.OF THIS APPROVAL ARE COVERED,.IN WHOLE OR AN PART BY U.S.PATENT j5468,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET IS METAL SUPPLY,INC. 9. IT SHALL:BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK 1 W WINDOW BLADE AA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACr WM THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT�LABEL IN A VISIBLE PLACE WITH WARNING NOTE:WRING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENWT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. AREA 4: HV WINDOW BLADE in ONLY 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 LABS.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. T2. BERTHA H.V.ACCORDION,SHUTTER SYSTEMS INSTALLATDN SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 13, (c)THIS P-E.O.PREPARED BY THIS ENGINEER IS GENERIC'.AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION:PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE.CONTRACTOR'S RESPONSIBILITY. (c)'THIS P.E.D.WILL BE CONSIDERED:INVALID IF ALTERED BY 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 (EO.R)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF ME RED. ENGINEER OF.RECORD,ACTING AS'A.DELEGATED ENGINEER TO TINE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORICINAL,SEAL AND.SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. — �CI+�A'"�""�r. FLORIDA BUILDING.CODE(Non High VelocRy Hurricane Zone 02017 TILTECO,INC. @ 2017 EASTERN.METAL SUPPLY,INC. a`T � ��G ru�� BERTHA HVTM L A Accordion Shutter SystemEA � A KV. HLAX#1 W/OR W/O Ki/ WINDUIN BLADE % SZA f T1LLIT TESTING &.ENGINEERING COMPANY American Shutter :Systems DESCRIFTloN DATC DNAYe1 0ri. . + 3716 FL0F 306.NI 9 Association Inc, 1 :OLD 15-085 7/27/1 DATE: 07/27/.17 am u,W.36ih i,6 SSWWSVIA fJRDD1S; B7A � Phone (305)871-1530.Fax:(305)87/--13314268 }`fe5trOOds- QI7V2 ] _+<'f. �11;� c m EIB ulte 6coe BI.�m West PCIm Beach, FL 33407 3 DR'WING No f�NAL°L �1i. 07 WALTER A.TILLY Jr.P.E. 4 FLORIDA SHEE( P.E S rYt �t�i9A'UREf DgTE Tic./44167 6 6I OF 20 :re-0'OR MNOery&bE - - - s .. .... ----- ----- -w,RIEs--' +s78• l.i..i� .9 9.Ond454• ..8 �• x0,9Ii� ir•. { M -tom t m 1 4.37� � 4 857 � .4 9" 1� F BY Sf7LID BLADE G HV .UNIVERSSA FLOATER � �'` 0 QUALIFIED 0SE W/�� COVERED UNpEfi US PATENT 54$87,79 QUALIFIED FOR USE vr/ HV BLADED (4 HV DIR t MS UNT HV ev�DE:Qt 1A HY WI DO W BLADE* 6005-T5;ALLOY.AND TEMPER OUALIFIED FOR USE W/ HV 6063-TG ALLOY AND TEMPER 1 -SEE LIMITATIONS OF USE OF BLADEON SHEEPBLADE 19 6063-TG ALLOY A TEMPER '37 ' 6063-T6 ALLOY AND TEMPER' 12n t.ca• .12i P� , 26' c. . 072 $i 8421' •...1`8 of .I - 4.897' 1 N n' �, 4.0.56..... (77 HV ADJ. ADAPTER W/LIP + 1 3 s 3 22 QUALIFIED FOR USE W/.HV '(8 HV WALK—OVER TRACK ��HY ADJ FLOOR TRACK BLADE(D 1 QUALIFIED FOR USE W/ HV C9)HY. TRENCH TRACK 6063--76 ALLOY AND TEMPER 13tADE In QUALIFIED FOR USE W/ HV QUALIFIED FOR USE Wj HV 6063-T6 ALLOY AITO TEMPER SLADE CA ONLY. {1� HV RAINGUARD. BLADE2�)' 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-TS ALLOY ARD TEMPER nl VAR8t5 I:36'_. "^ t 1.975` DE o� `fARIES t 936" 6063••-T6 LLON.AID TEMPER oz. 083' .093' .093• , . i ,�I a ..... .. 670 ..100 093 `� g� i I u bn. I .670 1.888' 1670�. i 3.529` '�11J.HV CEILING HEADER ':�: V HEADER151LL3) CEILING :HEADER/SILL QUALIFIED FOR USE W HV ONLY, QUALIFIED FOR USE'WJ HV.BLAOE`)ONLY / 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BIADEn (147 HD WALL H aDER/SI - SEE SECTIONS FOR VAUDI75 SEE SFCTIO14S FOR VALIDITY. "l QUALIFIED FOR'USE I HV 6063-T6 ALLOY AND'TEMPER 6063-•T6 ALLOY AND TEMPER BLADE:nONLY. 6063-T6 ALLOY AND TEMPER T1 r- y� 1 CWMP014FNT A 8 TT T2 % Y t SIN.X MN.Y MN.t >I 2 2' yU.125' 17 2- 5`MPic. 1X I 1/0' _ 18 2' 5' QUALIFIED FOR:USE Wf.� ALUMINUM :ANGLES � 7 MAX 10.190 10.190" � CORNER PASTS BLADE CI) QUALIFIEDFOfR, USE NY/ HV .� ._,�_ QUAUEIED8OREUI•„35E W/HV 6063-T6 ALLOY AND:TEMPER - BLADE.n ONLY 2• 5"MAX.16.139 lD.131' 6063-T6,ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER. • _ —_ -_.---- -- -- _ FLORIDA BUILDING CODt(Non Nigh.Velocity Hurricane Zone ,t1 71,0, '-_ e2017 TIt7EC0,INC. ._ 0.2017 EASTERN.METAL SUPPLY. INC. �. 13CEN3' BERTHA A HVTM IL ECQ ►NG. Y � toy Accordion Shutter System rEu MADE#i wj OR w/o�.v.1M=N f3JaQE ^ �� #1 TILLIT TESTING 8t ENGINEERING COMPANY American -Shutter Systems EY.N DESCRIPnON � DATE DRAWN 9Y: LC m. , * -e355 x1r.ash:St..Ste.3W,'WROM GAMUT".FLWW 3316 .A9S06(Ct(On, Inc. t OLD 75-D85 . 7/27(t DA'1E:: 07/27/.7 arX�/�' � Prone:(305)991 ts3c,-Fo.:(3o6)e7t-R63t 4268',WestrOods Drive. 2 e moE 00060ae,.wm Wes{ Palm Beach, FL 33407 3 DRAWING No ....., . . 4+ E9-0006719 17-107 f '+�,__ .1174 WA TER A 11LLG'Jr.P.E.P.E �bF tE/.OA`IE FLOROA 11,iP 44167 s SHEEN 2 OF.26 C66929 —2 293' .. q . . .. t/W.+ CED PNTN>FD REL- DEO Gt io 0 �P N ENAMEL BwD ^' N} J Oi I O I I Ill p! 03. 1 K V MI EGRESS.TU °t . :062' �, f mI aI I K40F. yy .316' a - 325' o.a`Q.rtn. L,..•_.. rl.curl I OR CeLwvq &KEYS Ct(CHROME DER \(ETIROIA PLATED). 2 t HV CENTERMALTE ): �' + FAY_LOCK ® HV EGRESS-LOCK F m PLATED) QUALIFIED FOR USE W/ HV BIADEU&^`A)ONLY m,o '� T.3,5 i_l 6063-T6.ALLOY AND TEMPER QUALTFIEO FOR USE W/ HV BLADE T & 1A}ONLY "' A23 7 QUALIFIED FOR USE WJ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER .27J') BLADE-J cit ONLY. BLADE d& (C ONLY. OALIFIEO FOR USE. W/ HV BLADVI ONLY 250'D.D,. <.74" - 6063-76 ALLOY AND TEMPER PLASTIC HEAD c N�5 OOLDED TO-'. ]�'t-- r f 4-.OcS" t32 SCREW2:079" 1.753�' 06P m' I A Im. J .�82604 AFfE,R RNETING o�� = 1D nI tea',,Os• o-'1 4 " �. " 2O X 3/4 " BEFORE RIVETING STHUMBSCREW 1/4"0-20 - RIVNUT- ;rSER O(20 ALLOY)LARGE 7kN sNE��NuTSERT,PAAT!o6xD,AS uAufaCniRm BY Ava' PLAN FRONT ELEJATIDh " " 4_�• { CHERR,•TEXTDRN,PARSIPPENY,NEW JERSEY 07054 OR EDUN.. L HV MALE T LQCK C TEItMATE " " ^ 2�9 HV FEMALE "T" LOCK CENT RMATE HY "T"" .-. HV ALTERNATIVE ' j . LOCKER FOR T LOCK GEFI[ERMATE ciuALIFIED FOR usE:W/ Hv B(aDE I��UNLY E_ LOCK 8063-T6 ALLOY AND TEMPER ""'' QUALIFIED:FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE ( ONLY OUALIFIED FOR USE W/ HV BLADE(ONLY BLADE I,(v BLADE l .ONIY. BLADE(I.)ONLY. 6063-T6 ALLAY AND TEMPER 6063-TS ALLOY AND TEMPER / 5@'_� _ . ^,� mal. A62 }.m ... 3161 CYLNOEROR 214 mEm C�&3 .2i4 .1OL 6� f{ Q•.,, KL CYLINDER. -o Trt N ` � 0.875"Mi, 3�1 K 0 400 ,T25'M., ; LIFIED FOR USE W/ HV BLADE 1 & A e .Q QUA y '� QUALIFIER.FOR USE Wf/ HV BLADE i.1&�(tA HO � 6063-T6 ALL AND TEMP 6083-T8 ALLOY AND TEMPER yAR1E5 72 MIN.. QUAL¢LED FOR USE Yf HV BLADEQ & n IJ+'o-20 S.S.OR Jfee to �I 1.13" 6063-T6 ALLOY ANO TEMPER I 1 ACUAL TNUM6SCREWS.. �if2• I 4HUMUTURN '(SEE tlE'Turc i T''- 0JNDER �fnlawm3--�a4\ { Y -_ Do OR KEY ._.... Y15 v: _ ^I ._-. *--' CYLINDER 'R +e - IJ8'M... ® LACKING ROD A1— tr;Ja s 4 HD LOCK 1-.375.0 QUALIFIED FOR USE Wf HV ALAOE G y, 3/ HV 4 tg- 0CE H MORTISE LOCKS SERIES 23J3 N00K BOLT LOCK. 6063-T6 ALLOY AND TEMPER �6;.HV 3,18"D-7 6 �LCETAL � � 20 AISI J -4 BY RENT HARDWARE L - 5 INSTALLATION WILL REQUIRE A.7/16" HOLE THUMBSCREWS SERIES SS. THUMBSCREWS QUALIFIED FOR USE:W/ HV-BLADE-f1 ------ LLED AT-TRACKS FOR:PROP-.ER-EMBEDMENT QUAUFIED'FOR p' P1V BLADEf QUALIFIED FOR USE'W/ HV BLADE ID FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone {1 it i '��` 02017 EASTERN METAL SUPPLY,INC. E 92U7711LTEC0,INC, 19FRTHA H T,, �'d S Accordion Shutter System 1 L E C O rN� w H:v:eLaDE1 w/as w/o kv.WNna(u American Shutter Systems oEscnmiloH _ DATE DR Wk.BY: I.C. T}; TILLIT TESTING g ENGINEERING COMPANY Association. Inc. t OLD 15-085 7 aenl:0, 71-153 Fa. (ODLs:1-153 aJ, /ilfl oArE :o7/z7/17 (305)871 15;0.Fo :(305)671-1531 4268 Westraods Drive z DRAWING No `h�, •4.(jRIQ7}. t�,`L�� .1 tR«aft.l.om West Palm Beach, FL 33407 a EB-6006718 17—107 '•••• y. _`�� 41 WALTER A.TILUT Or.P.E. 6 .. F O P.E.^SEA/Q FfA RE��t DAfE FLOR41A U..f 44167 .1 SHEET SHUTTER ASSEMBLY S.C.HEDULE FOR L__ HV Q HV I ,r MIN..�.E,,,c 4] ! - Os25 o e tDE-P' �J Q HV BLADE 1. y E cE vn1A w eLV3E 1975'osz"s o6z5 0625 jjii \II+ 52 �. ® 'IV BLADE IA I? 1 I Y _ HV LONG RECESSED NYLON BUSHING HV SHORT SHORT RECESSED NYLON BUSHING �CJ d.'F � RAT PORTIaN' Ly_ Rt.750f1'f HV..NYLON HAT WASHER (D OR ® q y& {I i I of elAOE P '• 3 50' HV WHEEL CARRIAGE FISI 302 303 SERIES I :I. yq 1 ��c2.8750' X 0.870"x3j 2 7/H MIN.i.16" THICK NYLON WHEEL. I 3 a al NV WINDOW F+ i—� I 0.188"0 AISI 302 SERIES S.S. RIVETS i - .315m I CLEAR I 0 3:00 I SEPARATION.I EETWEE'N ---.I .0625''i-.06Z5 3.7500' HV 1 3/4" ACCORDION PIN Wj. 8 HEAD * EXTERIOR I „ q I s n gENNIINGS ON c�rirws sfcnoas ® KV 2 3/4".ACCORDION PIN W/ #8 HEAD * 1— '�� ! 2 1/4' FI ��^0-"-IM 4 POLYCARBONATE IMPACT RESISTANT HV WINDOW - CLEAR M[m HV WINDOW. sI AQE.. :AND I 3s i { ! ILYCARBONATE HV WINDOW_DETAIL D OR ® § or 4�3 i (SEE NOTE FOR I I REQUIREMENTSR DOR� I i I --'.%k�'�71;YCARBONATE IMPACT �,,S�,4TANT. HV WI%Q0� f BAYER MAKROLON 3103 AOLYCARBONATE j 12'MIN.CLEARh�CE RESINS, UV-STABILIZED GRADE OR SABIC * Y L.- �__- TO BLADE SOTIbM INNOVATIVE PLASTIC LEXAN T03 RESIN WL PIN BEQUIREMEKS AT EXTERIOR BLADE KNUCKLE FOR1 i `� I D1 OR I ! (SEE NOTE "F" ON SHEET 19).HV(14 _ o¢ I (1) HV .PIN a SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV d OR ® I EXTERIOR POLYCAR80NATE SOURCES FOR 4a.. HV ,BLADE. J]'FI�AL SFIUTTER ASSEM9tY :' ,MIG6L,PRopEMIE9 sumw �"LT N.T.S. ,t . 4�2 R RElERENCE ^� (2) HV PIN NV PIN O MAY BE USED IN UEU OF AND ONLY AT Exi�R AT °^ /+ 1oR Mcrvma,w, °M�� BLADE'S KNUCKLE.- nffwa: EXTERIOR 'BOTTOM KNUCKLES OF 'HV ACCORDION SYSTEM W/ HV 1D xo a24-` (SEE NOTE * FOR 0702 0.0 kr' 0.043 ropA BLADE WHEN CORRESPONDING TO IN57ALLATION "i1", SHEET 7, I 311.1REOUIREMENrs) 4'= ,. ',F Tv=x"up SFRFT— AST-M* 946H psi --w T FLOWRAL:S11ON(.IH AT ral) AgN D280 14 600 n..: 1a40D .P.si (3) HV PIN ®OR 3 W/ 1/2" 0.0, 1/16" ;-HICK S.S. WASHER -(al �; r�EAts Ai Moans aluu mvo 340.000 P..+. 345.000 P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. e} 1 {('I "Iml SHEET 'Q i NOTwcn wpo ASTY 0256 16 FT-mr. 17 rr-m)in WHEEL CARRIAGE DETAIL sua eDu sTr ASTM oz+a 4I,2 X 64.S:S W RACE OF:PL*J lG ASIM 0535 C-1 CLASS c-1 CUM N .. SELF 04MON, .. AM D14213 1001' . - '.L£6DItaLl61: ASRA OISS weN vFFNGM MIER wEA ASTM 6N OS02 P.i B8W P:v. Wl✓" iE'STRESs.F_EORE wFaiF .' 'Sw.o']U .5101.Psi 65- 111 'HV :BLADE SOLID & a HV WINDOW BLADE DETAILS N.T.S.- FLORIDA BUILDING CODE Non Hi h Velocity Hurricane ,Zone ®2017 Ek-.TERN METAL SUPPLY,INC. `Z Nsiz .V`I; G2017 TILTECO.iris. ER sY -{ ... .. 'TM A S Q Accordion Shutter System / iLCO E 'Itie. ■ ■ FLV.GLADE.#1 .Wj OR W/O:tIY.1+AN0(hY.HADE c' American Shutter 5 ems TILLIT TESTING k ENGINEERING COMPANY / EY.N DESCRIPTION DATE DRAWN RV: LC y � Aasoclation, inc. 1 a0 15-085 37/27/1 DATE: 07/27/17'.SUs N.w.70N.SL,'Ste 30 NRCCBA'rlR0ET+5.TTORFDA'37F - S�. - ~ PHo s 1(305)871 1530 Fox:(305)E171-IW 4N8.Westroads Drive 2. 5+ y"�")' ti,�' e mpp:t.+Sxooaa.com West, Polm,Beach, FL. 33407 3 - DRAWING No ,0i{✓�4 ,i. EN-OD0O710 4 7"'��/ '� NAf.iER A DLLIT Jr.P.E :FLORIDA LIt:-A 44167 3 SHEET' P.E, SEAL/SIGNATUREJ'2a 6 It OF 20 a7 ' *NOTES ON .HV COCKS AND CENTERMATES: 7 Ic 71, ` -1 7 'I ;c'?.'��t�+ is I. R M Ry OONORIDN!t:ONE HV LDQK 20 or�'SHALL BE USED;AT 1/2 OF SHUTTER SPAN.FOR ANY SPAN 1 7 'l.x' OR 12"ABOVE DR IIILOW 2 OF:SHUTTER SPAN FOR SPANSUP.TO 105",:AND FOR INST I.INS'T ANY ( - ....... ELEVATION. EN LOCK�9:or'I MAY BE USED:AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOji OR. ..... .:. 1 I. - - 'CENTER, TES-W/t2) T/4'0-.20.x.1/4'LONG::FLAT HEAD S.S.:M.S. IOCATiON OF LOCK:SHALL BE AS INDICATED ON Ir TYPICAL UTTER ELEVATION. � SN T 6 a LOCKS ,'�. OR Y IF2. DESIRED. U5 D ISFAN:NOR §DE.OR OUTSIDECLOCK. CONNECTION OF LOCKS TO C FOR SECURITY PURPOSES, PEITERMATES 7 - S Y OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. j LOCA DN-OF,LOCKS SCULL B£AS 1F70iCATED ON TYPICAL SHUTTER ELEVATIDN. 3. OL'1tONAL CONQIDDN }$ gjj).:ONLY WH t� Q(SNOMM{j OR UMKEO r,4w0►,TYSAY'.cONDmON ��8 � 4 1$USEb'W/TwO Hy. LOCKST:LOOKING,�RODS q§ARE NOT REQUIRED AT HURRICANE POSTON, BUT MAY (� %±`"' "'`. Ga oR Sh' °" BE USED IF DESIRED TO ENHANCE'SHUTTER PERFOi�MANCE LOCKING.RODS S3 OR AN ALTERNATIVE DEVICE . }: MAY ALSO BE USED AT STACKING POSITION (NOW HURRICANE POSITION): ;� 4, jMTiDATORY CDNDiT1ON IL.ONE HV LOCK. SHALL BE USED AT.CORNER CENTERMATES FOR ANY SPAN H A.ND INSTALLATIONS AT.ANY ELEVATION. HV LOCK(2 or 'SHALL BE USED AS:AN OUTSIDE'OR INSIDE LOCK, ATTACHED TO 3'CORNER C£NTERMATE W/{2) 3J4 20 x 1/2'ILONG FLAT HEAD S.S. M.S.'TWO LOOKING RODS 5 AT TOP &BQ OM SHALL.BE USED: LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, o goc-tivc MAXIMUM SHUTTER SPAN SHALL BE..DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, 5, H'�� 9 ONE ALTERNATE FiV LOCK: Q MAY BE.USED IN-LIEU OF HV LOCK d+or" FORANY SPAN AND 5 = ?�2 YERN `(4 �j � ( ` �i INST (ATINS AT ANY ELEVATION..AL ATE LDCK fO MAY BE USED A5 AN NSID OR OUTSIDE LOOK.ATTACHMENT ` D o I I OF 1/4"®-20x3/4"S.S. THUMBSCREW TO OR�GENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4" ALUM. I I +� RIVNUT AS SHOW" ON,.SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t : ^'`g LOCKS AT 1/.3 OF SHUTTER SPAN. ? _� 6,MANDATORY CONDITION +3�(M�KEYSTD M INn TNP INS IATIDAIS, ONE HV LOCK�, or or�8 SHALL BE ' USED AT 1/2 OF SHUTTER SPAN FOR ANY"AN'0R 12 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96 AND FOR INSTALLATIONS AT ANY ELEVATION. LEVATION HV LOCK @.or or.@ MAY BE USED.AS AN N51DE OR OUTSIDE LOCK, ATTACHED TO CI;or'&SYMMETRICAL CENTERMATES'WJ't2) 1/4"-20 x 1./2"LONG FLAT HEAD SS, SEE END-= - _:M.S. LOCATION OF LOCK SHALL BE AS INDICATED:ON TYPICAL.SHUTTER ELEVATION. USE OF:.LOCKING'RODS:in W/ § CONNECTION ^. ' + i -OR @ TOP AND BOTTOM IS COMPLETELY"DATORY_ SDETAIIS HEETS.O& 0 !- W 10 TVP,Tvu 1 , OF CORNER "WOTES ON HV "T" LOCKS AND.:CENTERMATES: HEIGHT. : ONCY ... CENTFRMAYEA.SECOND A TEIRNATE To ALIO.. �' � ONE ALTERNATE HV `T`LOCK o MAY BE:1NS ALLED IN LIEU-OF HV LOCKS�f OR FOR ANY SPAN AND ��ORQo'ls�;�,)°RL.I°" .p�+� , INSTALLATIO :AT ANY ELEVATION.ALTERNATE LOCK �.M4�AY BE USED AS AN INSIDE OR OU DE.LOCK..ATTACHMENT � ��..' OF LOCK y' 'INCLUDES:USING�REINFORCING LOCKE N, AS SHOWN:ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES Eg AND 0 W/ 1/470-20.x 1 1/2"LONG S.S.THREADED BOLT WJ 7/8".0 x 3/32" -� r, �- WiNGNUT OR:W/ 1/4`0-200"S.S.M:S. INTO A,tj4'0x 5/8`RNNUT, LOCK MAY BE INSTALLED'AT MIDSPAN OR 12" 60-+i7 t•{f iaa(�` -�]�+co rx+ MAXIMUM.ABOVE AND BELOW MIDSPAN. USE or TWO LOCKING RODS 0 TOP AND BOT'OM IS.MANDATORY. �$j�'C a� 9 f131oK19 O51oa�_?;''k *NQI" , r �/ I.!i!L W�HD CFNTF NUR ' ONE ALTERNATE.HD LOOK(D MAYBE USED IN LIEU Or TYPICAL 3) �H Y BLADE :SHUTTER .ELEVATION - � � NV Lacxs lz4 ORt.FOR�:ANY SPAN':AND INSTMIATIONS AT ANY MVATKIN:'AL.TERNATE HO LOCK:34r MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT OF HD LOCK,T441 TO IS W/3#8 x 3/8 F,H. S.S,M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT CS31 AS SHOWN-ON SECTIONS HOB-HVB AND HDC--HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF-LOCKING RODS(i5i<is COMPLETELY OPTIONAL. ;Ilirro J'P:; gh loit e FLORIDA V on i e n 1 07017 TILTEUX INC. W'2017 EASTERN METAL SUPPLY, INC. ' �rzE �'..�� BER HA HVTM FTI— Accordion Shutter System L E C t3 r;N c. . i. ■ . Itv ELAM 1 w/OR who.H,v. ►annow .a• / /. 7M Amet'ican Shutter Systems Ev:N. acscinpimN GATE oiwwN sr LC TILUT TESTING & ENGINEERING'COMPANY A F : Association, Inc. 1 01D 15-085 7/E .DAIS 07/27/1T A4' 6ZV Nw.�aw:.a su 3o6.1nRraNu 6tia�Ns,nci qAi"e, 42fi$ Weetrocds Drive z Pncne:{3G5)s71 15�G.F T3oayen=1632 DRAWING No = •:aa.'�py+{ '11ttw a 11;I t�ficoO-L w. West Palm Beach. FL '33407 3 I 1 •. !YM4' '«r««1 WM,TF.R A TILLIT Jr.P.E. FLORVA Lk./44167 5 SHEET P E. �9 SEAL�51 wURE/DATE a 5 0 20: -- -- -- --CONCRETE ANCY..CRS POURED CONCRETE "7 BLO POURED ' (SEE SCHEDULE ON OR REQUIRED CONCRETE CK POURED REQUIRED CONCRETE, .CONCRETE { r PNE SCREW StS. SHEET'13) REOUlREO" REQUIRED �' loR (/ CONCRETE ANCHORS 14 SCREWS _ t _.;.. s•-yam ¢--r- J (SEE SCHEDULE'ON 'W/iJ4'-2a . r CONCRETE.ANCHORS / )$ El'S1oNE.(aEE'N6U:VPrC®6y SHET T) ' J (SEE SCHEDULE 0 SHEET 13). �' \✓� 7" ! r / ... ) LINZITS 12 o.C.� 1/4'0-20.3/4'S.S. SN73 a MACHINE SCREW$ -EOE0., USING 1/+-2g:Nuts 9 C 19 i _ a 72'O.C. /r 250"M.I. C a = ' 13 OR. 5 oa.15 T� 0,4` ,1 y-'- .l I I --250'Ma.. I E D!.r'}-� -' i i t M.. t t i— -OPTIONAL t /• ". OPTIONAL I i r yOp t I . �.sotDUE s�rEv r * I 1 tt FaR'SXIE tDgp I: 7--1t^TQR.(l�P i EXISTING.. �JIPo.SEPARATION i0 CLASS EXISTtNC. at.sEEf lfi t r �./ i I •-"---� GL SS-- (SEE SCHEDULE ON SHEET TT) JiADs(pn .MIN..SEPARATION TO GLAS5 GLASS--t .� r(5EESCHEDUI.E ON SKEET 77) 1 V EXISTING GLASS--e- OA HV WALL HEADER INSTALLATION t C)HV WALL HEADER INSTALLATION �8� Hy_WALL HEADER:.IN5TALI,�ION + .KEYSTONE EXISTING J ON.--__- MIN.SEPARATION TO CJS5 rt t 6., w (SEE.SCHEDULE ON SHEET Iiy I 7 MIN. SEPARATION TO CLAM tlaSGLAASS`. t�I FOR EnttlEri aE QT r� i--(SEE SCHEDULE ON SHEET II) GN SKU iv FOR 91Ll51�A_1�. �* EXISTING ' / / /'OPi1ONAL p / j t: i i Mn." OF TIO NAL Ot:'t5. t E.O / 1 I t t 1 ✓ I,rt I ..i .1 i i i is i i;�/..-,•2_. r ,f 9 ✓ D. L� f ✓ � 3 OR 1S f / foi LEo 1 / _ 22 DR,� / 1/4'0-200/4T S.S. / M n. i '/ L �\ ✓' PO EQ-I PH!WPS-TRUSS HEAD 1/4e-20.3/4'S.S_PHILLIPS .� ) MACHINE SCREWS USING / CONCRETE ANCHORS e / / i 1 $ —TRUSS HEAD MACHINE SCREWS ".t— --- _...CONCRETE.ANCHORS ..�:^.. `- ' 1�....-.. ,' ' t' 1/4'-20 NUTS 0 12-O.C. (SEE SCHEDULE.DN Vf/ 1/4 20:NUT5 4 92'O.C. (SEE SCHEDULE ON'SHEET 13) J ) Min, POURED CONCRETE—- SHEET 13) POURED CQNCRETE { '' f" 7 OR CONCRETE BLOCK OR CONCRETE BLOCK f...r .. -.-- WALL:REQUIRED y"1 SECSCHEDULE ON. REWIRED D HV WALK SILL INSTALLATION ( F HV 'WALL SILL INSTALLATION POURED CONCRETE.. SHEET�f<)' OR CONCRETE BLOCK WALL REtlu1RED V(\ HV WALL SILL INSTALLATION NOTE FOR.CpMaffgj tI OF ONE;. .. INSTALLATION - DETAILS W/ 7-SEE:SHEET 4 FOR'TYPICAL SHUTTER E.D.:'-EDGE DISTANCE ♦.SEE Ltf3�TAT?Gt35 OF USE FOR A55EM{3�Y ,,q/1 N.V BLADE IN ANY WA T SECTIONS CAN BE COMBINED CSEE-SPECIFICATIONS ON SHEET 13j - RT.AOE{1A)ON SHEET 19 IN ANYWAY 7tl SUIT ftJY INSTALLA110N, )11s 1/,r - . .. _- IFL FLORIDA BU�ID�NG-CODE(Alon-HighVe(oc.ity Hurricone. Zone', ,V Ct715r ...✓.�i y 02017 TILTECO.INC. Q2017 ESTERN METAL SUPPLY, INC. %,l• : OERTHA HY7M �� Eca,Nt. A.S.S.A. Accardan Shutter System. Kv.8L4DE;1 W OR W/O RV,WINDOW MAX American Shutter SyttemsREV.go OEscaTPDiH DATE aAWN.sr LC. : . -. •'�tt TILLIT TESTING Er ENGINEERING COMPANY enss Nm xA.s7 V#a0 VR-wMGARoM.namA:3316 AasoctcNon, Inc.. 1 OLD 75-095 7/7111 Mjc 97/27 '17 .. �[ 1QRl� '�~�tt Fhme:(305HB77 ;530.rag:(305)871-7831 4258 WeStroods Drive I .. ....: S/(fjJ{,`•/I ��?`�1" e,mw- West Palm Beach, FL 33407 3 DRAWIING,Nlo� 1 `DNA`. .try.. -E8-'9W6719 1-1 V7 Pi r .VIIA TER A TILUT Jr.P.E. 4., .... -rr� FLOR Lit•}44167 '5 ... SHEET P E.'SEAL/SISIGGNATUREtDATt NA 6 OF 20 _ POURED iT CONCRETE t (SEE SCHEDULE ON SHEET 73) } fi r -^-"J OR I�� j ) .WI+IOSTING 1 A70•tMn -1 REQUIRED ".'I n mR Bua'muu: E C 5S—( Cus o Gvss 501MUL Owl E �• .._..._.�—r'P. /. / r,, r.,�.�✓ EDGE OF { a15EkT tG'r1Xi rrv.8•r_ \ AfS"AS 6LC t]gSTING TffDFy®p,m j:-- y � 1 � .._.+' / -E(S Ea. J// J"✓r ' ALTE—IL :' I " 'I i i EXISTINGANCHO / G1A55 i I r "_g"1 UX3/4 HEX WASHER HEAD i ,,. l 1 'OR; OLR 15 o J/ MIN. TEK SCREYJS C t2`O.d- ✓ ✓ / EDGE OF �-_CONCRETE ANCHORS i•. r / / : ,.Y 1F r I `/ - - (SEE;SCHEDULE ON SHEET 13) f E " Eq J '.r' •Y ✓ ,Y . g 7 ./ � J J�✓.APP LE EXISTING ' 1 f : r r 1, /r�: ✓ Y __EDGE OF � � ✓. CF-....� r / J. / �. ;{ Y J.,•' .✓, SLAB IF I SIAB.VF I! /•, ''..'�.,, 1.^� 1/2 ' 1 / r. EOGE OF , ,r. APPLICABLE L CAB APPLICABLE y, / ' '' 7SOElk►E. s)¢t. - / f/ ,' J /' f - APPLICABLE pOURED PGl1REU FEAT HEAD CONCRETE ANCHORS i I - 'E.O.Y--... .CONCRETE POURED REQUIRED 1 (SEE SCHEDULE ON SHEET 14 .:I /'� ♦ - _.�_l /./• t...) ! / __.,G_ CONCRETE < I Y1 PEM BLWE 9wo r /FLAT HEAD CONCRETE ANCHORS RF_gVIRED .�; submm& :. 11 OR 4y� CONCRETE. ) I .. QN 'REQUIRED L---E. D:A—•--1 -E.D."--•--+ �(S£E..5CHEW4E.ON SHEET 14) TRENCkj INSTALLATION 1 ALID ONLY FOR UP.TO. +70. -75 PSF A.S.D. (HI HV FLOOR INSTA TION t Cl) WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER Cc) BY CEILING INSTALLATION SCHEDULE #3, SHEE 11 wv.s[P.RAtwa CONCRETE ANCHORS IF,� ,_wr S uF__�- - -O 1 SCSHEET HEDULE ON^� 1/4'0.MV KILDIX T4P(QN.WI Il) .r i EXISTING ) 1 ADfh`kED iH(GJL70161 O1 EXISTING EXISTING-1 - .._.—.��---y- - WWOMO.OGYOR 1/4 POWERS f CLASS�i GLASS '�{! MTA a vm 117 —.O GLASSr 4 ! FAS7iKOtS TIPPER+AxcHDRR 11 .f 1/4" 0 i i 1 J.{sf 3�1MxF n.'S+ tp 1 I J/4"P T W-O"$PAD 6' MAX. I O.C.F0.i UP TO 8 OJN M}D e o C.Fo7.SROIS LARGYI rpm "l 1 r r 1/4" rlt. �, b-0 LP TC -IL NAY.A°RY—'/' :£I ANT M1T'LYa'AY FAS7r`NER riDW �r .•..4A I 8 D.4 �10%3 — `FOR uHTA � ,5�- 1J2` Ll 3 OR 15 I wA5H1R H6 U I D. ✓r 8 i; ; ✓✓ MAx. MIN; I TEK SCREN5 CON7. U,NI7 1 114.3/4" HEX HEAD_J r - / TEK SCREL95 0m:S.S.-O.C: RETE�ANCHOON �2.�� - ��i J I �'B 9 3/Oa C5.D;5: �li} I r M i 1, �%Y JJ U NG o.c.llVO r SS rs. OR 114 P-20 M S: to 8 7 / r +r!-'#---__- r 7 1-1/ //t -US'INO 7/4' 7O NtrfS SHEET W/No a..��a D.C. 1 - ° ✓ --..,"r-1"r -- i - ,• (7 O0.t8 ;�/ 7 �� eOSrD NON:1DRUCTURS WALL TRIM(DELORAM2 SLAB�f 114.3/4"F.H.5 D:S. MIN., � -1 7/e-. I 7/8. S + ,/ f /. APPLICABLE 6 9 O.C. PouaEO-(.O:tCREIE f - y CONCRETE ANCHORS SFE NOW 13(D) . .._ t .REQUIRED SEE NOTE 130 •. OR:CONCRETE BLOC (SEE T 14.) ULE ON; GN SHEET I REQUOR CONCRETi.BLOCK C4Y SMEE't(I . -1- .p OR: BLOCK SHEET to L OPTIC, POURED - M KEYSTONE MOUNTING IN�TA {eTION CONCRETE I) HV WAU..FLOOR 'INSTALLATION { NV WALL WALK—OVER INSTALLATION ++As.D.17751,^r1 PRESSURE:+6.-T2:<R6t MAhMtlT4 sfrUT7ER SPAN 9'�•G' REQUIRED - HV RAINGUARD INSTALLATION t t THIS INSTALLATION SHALL BE .NO]E FOR COMRINAY 71I) QF SECRON<. •E.D. EDGEOISTANI;E REMOVABLE WHEN PERFORMED AS SEE SHEE d FOR TYPICAL SHUTTER (SEE SPECIFICATIONS Nt7N SHEET f3} ADJACENT u AN OPERABLE EXIT ♦ SEE LWITATIONS OF BLADE iO SHEETUSE I9 F� DETAILS L/_ WLY ASSNrW - FL�RIDA f3UfIDING GODSWn Ni h Velocit HuC,icane Zone. 2-11'1 NG'IECT10N5 CAN BE COMBINED .. ..IN ANYWAY TO SUIT ANY TNSTALLATtON; ! ,t1N.:;p1 ,. '1"' ,"'+� iY f - � BLADE_ i czD17 nLTECD.'WC. *:20f7!EASTERN METAL SUPPLY.INC. :13ERTHA HVTM. S S A Accordion Shutter System ` I L ,E C-O inc. A. ■. ■ ■ KY. RAM#1 W/aR.w/o y.v vaNDaw aaE y. �O AmoNccn Sheffer Systems .TILLIT TESTING & ENGINEERING COMPANY y MCIRPRON DATE DRAWN.6Y: L.C. w-36Lb.iL sa .MIS YRu7NK W OcM FLORIDA JJIfi ASS¢Ctatiofl, tnC. -1 OLO 15-085 7/27/7 DATE: .07/27/17 li7w Pima:'(505)01 153D.Poe:(306)671-1531 .268 Westrodds.Drive 2 11 a oli tPlcapoei.com ... . DRAWING No �/Q�14�.E .LI West Palm Beach, FL 33407 3 I1�. EB-G0067t9 - 07 �"^<...IYY "I. :WALTER•A.i1LUr J1.P.E. 1 1 7�'�lJ FLORIDA UJ e 44167 RE. SEAL/GIGNATURE/DATE 6 7 OF 20 -- — - — M J `^ INSTALLATIONS W� 1 H V SEE ROTES ON LO LO RODS IN LACKS 2Q cr(g} O V T 1N EXIST NG GLASS MAD ALTERNATE HV LOOK®OH SHEET 5. *"FTJDE SLACK DETAIL Mr 15 VN,10 FOR ALL BLADE W H V C N TE R M ATES CENTERMATES APPLICATION WIT BLADE(, 22 OR SEE END WALE, CONNECTION 0•©°fi.Q+@-�+1 EXISTING GLASS DETAILS ON SHEETS. 10 do 187 J I 2'a2'A1/8'xtY-2 ©+oan O+:®��+V.-:J f 3.1�4. _ 7" 6 I/2' (60G3-ra ALLOY)ALUM. 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SEAL/SIGNATURE/DATE �`aR� L`r 4167 ° SHEET D. .9 Of 20 _— --- - - -- POURED CONCRETE OR ✓ t% :+ — POURED CONCRETEPOURED- --- POUREO CONCRETE CONCRETE BLOCK MALL i CONCRETE �CLONwRE R _ OR CQNCREfE O C N EQUI 1 ✓ i BLACK WALL REQUIRED - RED _ BLOCK WALL REQUIRED ' REQUIRED. I �✓ t ' EXISTING.GLASS ,; .EXISTING CLASS CONCRETE . CONCRETE ANCHOR'--� .--EXISTING GU+S$ EXISTNG GLASS MIN. ro 1 i ; f' MIN.SEPARAION' _ N ';J EO EO TO LASS(SEC ✓ '11OAM TO{3AS5_(SEE 1'• FTa c �kU'., SEPARAn .ir _ SCNED UL ON SHEET 1/16'.3"MAX.-- ' ON SHEET 19 RJR f _,'1 FOR FAADE � ( SCHEDULE Oti(SFQT ' •' 1 I I FOR BLADE 0*0 (6Os:3-T6)CONT. IDES�✓¢� — ^11 FOR&JAE AND- t 11 FOR Bi Anr o (LOCATE;AT ;GN SH E1 19 FOR. ALUM.CLOSER ,ON SII[Ef 19 1/ J FOR EITHER no SIDE 1 ; EAA"rwm✓Sc� PLATE: (LOCATE 1/2� !ON SAW& Ok y� AT EITHER SIDE OFlJ) 1/2 MIN ..--... Of O) l.. +F USE I'OR 2 MAX. izz;4 ow $toil/2'3.M.S.--/ I '.. ___.-.......,_•. 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ON SHEET IS FOR ANCHOR®=, 11 FOR GLADE mN�E1 . .:CONCRETE --- R.ADE•S(1) Q�. 12 O.C. ..'' ON;9IEET T9 PoR lY .ANCHOR DR� ED 91, :r 2 MIN. `2'MIN.. SEE UfMaATIONS OF USE fOR `J �� y BLADE t�p ON SHEET 19 �OR@OR(qOR@OR� Y N f t 1(�ORQ• . fi P W OR �, pia©. a s(7 t0 �� DETAIL X _ a POURED CONCRETE ORaka©A:�d�N®Fp��,;p•®a --�-- END. {NSTALLATION.. .. CONCRETE BLOCK,WALL. •L:/ M:l'�J•��+ ... REQUIRED \ \` © O'p"©'Q•®°` (1`- HV BLADE OR 16 HV WINDOW BLADE INTO ©.p�p,�®•�� ®� CONCRETE OR CONCRETE BLOCK WALL IND CONNECTION �. �'®gyp pip Oa. m. ' 0-@ &0 — F C © ®'� EiORiOA BUICbING CODE:(Hon High Velocity Hurricane Zone 1�1 z. 4" ,••1�rN ,,. .� C,2017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA G �'• : VTM 1 L EC INC, A�V�t�aI7� rev. RaCoEC#r OoR iivtt► rTpOw m Ameticarr Shutter Systems .1 TILLIT TESTING.dc ENGINEERING COMPANY •N .11E'S(:R1PilON UArE DRAWNE'rr LC ,t��...es5s N.N.3e1n.s<.,sl..aos,•.+1lamw C,ARI7Eii5,FTaFi8.1,s715 AsaoClaflQn� Ina. I 'OLD 15-Gas 7/27/1 DATE: 07/27/1,7 _ PAone:(305�71 1530'.Fox,(305)871-1531 4268 Westroods Drive 2 West Polm Beach, FL 33407 s DRAWING No Oiv- �/3� EH—XYJ6718 17-107 •ray/!I!/Ila�riz WALTO A ( Jr Y FLORIDA ucf p 4416 7 5 Ti.E:.S€AL/SIGNATURE/DATc e - MAXIMUM SHUTTER SPAN L+"OR:"'L- MAXIMUM SHUTTER SPAN*"'L+' AXIMUM.SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR L-".(ft FOR.. R L ft. RJSTALLATIONS IN`TAu anON-LEGEND CENTERMATES or :or " INTA(.LATIONSV� '( ) W/ ONE H,V. LOCK or or' or M1 Sla4METRICAI C CONORETE do ® Att31'C� & WOOD. O L+: MAXIMUM ALLOWABLE SPAN FORA.GNEN MANSORY 1 HD LOCK 19 NO LOCKING RODS Dr ONE HV LOCK`: or o{. & :W/ONE HV LOCKS POS uIVE A.S-D, DESIGN PRESSURE:RATING. E 'fIV/ 0 OR !W/ NO LOCKING - WALL .A, R-C, D',E. M. N; 0, P, 0, ALLOWABLE SPAN'FOR A GIVEN NEGATIVE CENTERMAT 6 W1 29 �c�O1NE W/ td0 E.NOTE RODS�� aOS MOUNTING F, k & L R; S, &V.: A5.D.DESIGN PRESSURE RATING: :!�"T" LOCK 30 NJ/TWO l0�lNG (SEE NOTES 1'.tt) (VALID,FOR MOUNTING: ..I RODS 35'TOP & BOTTOM' Et sHEEt 7 .9 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR FLOOR/CF_(LING G, I1, 11; J CONCRETE drm7000 & M T, U, W & X WALL MOUNTINGS (TOP/BOTTOM)OR FLOOR/CEILING; GoNc .ub wSTAUATIONS DCOM M..OUNTRJG AsnGEIOXMWCT I :Asln."iusa INSTALLATIONS GIVEN A POSITIVE A:5:0. DESIGN PRESSURE RATING. FSfAt1RE' 'WALL•MOUNTING FLOOR�CEILING PiabStIRC .WALL MOUNTING f•RESSUItF- - "' RATING` MOUtmN6 MIMG A MTm, FL00R/CEILING u0UN18;G- GIVEN N MAXIMUM SSIG FROM SCHEDULE. Ydst) (Psa) FLADR/CEILING MOU"NO fP-44 OR GIVEN.A NEGA71VE A.S.O.D. DESIGN PRESSURE RATING, �___ (+'OP.-) t+oR-) : FLOOR ALL MOUNTING At DETERMINE MAXIMUM SPAN 'L-`FROM SCHEDULE. . .. .: :It-W-I L-!(8).. ,l.f:{n....:L<:7U C:+'.'(A) .lx-.trt}: L1 (A) L..-'(R O MXIMUM.SHUTTER SPAN."L+' OR'L FOR. 30 OR LESS 'is'-o' YO'-0" 16'^0' 16'-0" : 30 16'-D" R(STALLATIONS INTO.WOOD SHALL BE UMpp TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ,..105,PS(:A.&D. DESIGN PRESSURE RASING.__._ MINIMUM:DETERMINED SPAN:BETWEEN"L+"AND 'L--`, 35 ia'=1p :t4'-10' 15'-2" 1s.-n' 35 .... 14'-7n' a+'-.1D"- 35 I5'-2" 1b-7p` ._...._ 40 .13'-10.. 13-ip'. 'T4'=2" 15 2" 40 i3'>.10 :33'-1p _ 40 14 2" I5!-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 13.1' t3`-.4` 14'-3' 43 13' 1' 13'-1"'^ 45 13'-4" 14'-3- :t IN CORNER CENTERIA7E;(134AAY.BE.USED AT`ALL, COMBINATIONS IN BETWEEN WALL MOUNTINGS ' PJ/ FLOOR/CF,ILINO MOUNTINGS: 50 t2'-5 12'-•5" 12'-8" 13.'-7" 50 12'-5'. 12'-5' S0 72' 13'-1' MOUNTING IN5TAULATMNS;,LOCKING SPECIFICATIONS 55 1.1'-1D" 1i'-1D' 12'-f" 12-71' .55 T1,:-i0:77 fis 11 1'. :,1":-11- SHALL BE AS INDICATED:ON MAIJDATORY:CONOITION#; GIVEN POSITIVE A.S.C. fi0 - NOTE 5 FOR A GI N IPO TIVE AS: . DESIGN PRESSURE 12'.-4"_ _.60 17 r.4" a1�-4" 60 10'-3• 10'-•77' .SHEET 5. '. .__..__ .. ... ... RATING:- 65 'iDf",iD D=7D' 11=1"- lt'=t1 -.. 65,.„ ,10!-10" -f0'-10' 65 y--5' 10'-1' DETERMINE: LI a-= MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. 70, 10 6 10 .0' IO 9" 11 .$ 70 fA`-6" t0'-S" 70 9-9 9-4' � L2+= MAX, SPAN FOR FLOOR/CEILING MOUNTING 75 75 y0'-i" ip'-i' 75 ._..�._ .. tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, 80 9'-I D' 19 1 o' 1 D-O' 10�9" 80. 8-10' W-10" SPAN'1+"OR'`L-`AND MAXIM DM As.D. DE5MG r "' -' '"'"" - FOR A GIVEN NEGATIVE A.S.D. DESIGN:PRESSURE B5 9-0 8=8' A-9- 10'-5" 85 9'-6" -9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9 ,w 9-3." 9 5 10-1" 90 9 ::r 9'�-3 OR CONCRE(E'B=K SHALL BE LIMITED'AS:FU_LOWS.' DETERMINE: 1.- CONNECTIONS TO KEYSTONE MOUNTING 95 9 D' 6-9" 9 2 9 :10" 95 9 0" 8'-9 Li--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO 364,-72 p,g:,(..AND 6'-0":SPAN. SEE L2-=MAX. SPAN FOR FLOOR/u'EIUNG MOUNTING 100 8'-9" 8'=4" 9 o 9 7- 100 8'-9" 8'--0' -- MOUNTING:@)ON SHEET 7. .8. 15 '-7` -11- 105 _7 1 6-9 9- INSTALLATIONS. . 110 B'-.{• •7,-7- 84•-Y_ 9'.-2` - 1.10- 8'-4" 7?-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 13'-2" 7'-3' 8'-4' 8. 11' : 115 8'=2' 7'=3" MINIMUM BETWEEN-•Li+", "L2�', "Lt AND "Lx-' 115 - SEPARATION TO GLASS SCHEDULE 120: $'-o" o'=i1" 8'-z'. 8'-9 120 8`-D" 6-:T 1" ..125 7:'-1O` 6'-8' .8'-0' 8'-5'- 425� T-10' ��6'-8" �' � (4j GO-TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ' ..._. .. ..�� ALLOWABLE.SPAN AND NEGATIVE.A.S.D. DESIGN 130 7'11" 8 n5" 7 10' 8'-1' _130.. 7!=8" W-5` MINIMUM PRESSURES RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 8,-27 71' 9 7-9` 135 7-7" 6-2, WIND ZONE SPAGNG. Tao 7'-S' 5 .11 7'_7' 7'-e" 140 7-5• 5717- ASTM E-1996 SEPARATION 145 7'-3" 5'-9" TO GLASS 150 :7'-2" . 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I - OLD 15-o85 171.27117 DOC :07/27/17 - 3 PA..:(305)871 1530:.F ;:(305)871-1531 4268 WestroodS''Orive 2 t ("�•9.,. {. \ {{4 e� A mFe oeool;ecm '" Ylest POIM 9eoEB- ch, FL 33407 y DR1ANhNG NO,�j NAIL WAL?ER A.DTWTIJl-P.E :. 4 .-.!7" :l A 7 P,E. SEAL/SIGISMRE/DATE FLftOA Uc.0 44167 5 SHEET _ s I t :OP'2a _. -- M�A {MAW-ANOHOR►-SPACit�:(LL.S�HEOInF'FORt[.8HtT1T>:`R S AN - _ _ - - A C O;.DESiCN-NF l�1V,PRFSc_13RE RATING AND A COFtFtESPONDING M01,�NTIN0 TYPF'FOR.CONCRETE OR CONCRETE ANCHORS.SPACING I FAO ...INM _ TOUREDCONCRETE ' S�:L. t1GS A.; t:;'D, . ':at'.. 'e ._.....:POURED CONCFiEIE:BL017t-.... � .. :; .TAPCON':OR..... , . .. WALL HEAD :'MDUNIINO ......A WALL.HF.M NOUNTuiG; _, WALL SILL DU14fING' O WNI.SItL..0U51ANC C k(P WALL HEADER/SILL TAPCON WITH ADYANGED WALL FEI.DER MOUNTING �Af4 W. W' .:W/ : W/: IAOUNIING THREADEORM TECHNOLOGY (ft) DSO.OE9pI::NECATNE:PIE55t[S ROM ASIL AS&f Esm0M,dC11A£Fk35SMM 1W,)LSD.. .. 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'12:tq: 9:-.1 .7 4.. 14:12 'Ia.5.5...:. - t4 '12 10 8:'83i - ..e: 8 .'8. 8:'05 :5 3D - 14:12 t0 9 7.5 75::-::= 14.1Z. 10. 9...8..8. - >. :1f it: 10 "9" 8 8 6 74 12 :10.:6 - - - .14::'12 10 8S:7 -':B::a.: e. 'B 1 7`. :5 A - 14 :12 10' .1 53 :3 - 14 :12.To R -0:'-4.5. -: 14:12 10, R 8:--8 14. 11, 7 :14: it :'7 5.5 3.5: - :8'.e' 7" 5.5:45,35 8,�• .14..52 10 9 5,5 - 14 12:10 9' 8 14.5 -: t4 12:10 9 8_is - - 14 12 10 7 4 - - 14,12 10 9 :e'. 3 - - 11 8 8 8 8:75 7- 4. *SEE LIMITATIONS OF USE FOR .14 :13 T0. 55:,3 - 14 12: 1¢ 9 0: 14 12:10 9 8 55- - - 14' i2 85 3 - - 14 12 Its 7 -4:' - d :8 8 7 55 4 3 - DLADE to ON'SHEET'19. t4 t2 10.9::-5 - - d4. f2:.�to 9. 8 :'4 - -: 14 12'10. 9. 8 8'I- t4' 12 9.5. - - - - ]4. 12.9.5 75 4.5 - e -8. 8 7.5 a 4.5 - '- - �,... _. 14:'12 10'0;9:4.5: 14: 17 10 9'-7:5, r - 24. 12':'70' '9 8 _- -- 13 9.5 1.._r. - "' Y3'9.5.'6:S 8- 14-iZ 10. 6:5 { - ✓: 14,�t2-f0 9 7:5 14:92't0 9 :8: '- 14 12 10 S. - - 14 12 '10:'9- 35 - - 8 It a .6. B. 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ISS 70 - - -� .-. - � 14.1'10. 7 •• - - -' _' `8� 8�'7' S5.4,5 '- - - 14 12 5.6: - -,, 14 12, :10. -. a 14.. 12 10.:'-: - - 9:5'.'1' - -:. 8:5 7.'3.5 n - _ B 9:48 3.5 3'_ - 14. 12.5.5: 14 12.`10 - - - - '> t4.:.12..10 '- - - - 14:12 4 - - - 14. 12,t0 r - - e :e 8 8 8 '6 3 12•-0"' M. 14.:'12-.3.. - 14 12: 8: - 14..12. 10 - _ - 11.5- - _ - 1.5 a's .4- - '8 :3 5.5 4.5 4 14„12, 5 -. - 14'-12 10 - - - -' 14 12. 10. -- -' 2A 9,5 _ _ _ _ }S:5 9;5 4,5 '- 14 12 - 14 '12. - - - - a 4.5 - - 9 65 _ - - - 8 6S: 45 3.5 3 - - .- i HV BLADE .QR HY BLADE 14 12 - - '« - 14 12 - - t4 12 - - -- 14 12 - - - 8 8 :8' 8 8 4.5 14 iZ 14 -f2 = OS$.5 - - 0.5 8. - - -- 8 8 5... 4 3.5 13'-0" 14 't0 t4 f2 _- - 14 r2 _ _ �... - - _ W f U. HV WINDOW BLADE 14 12 - -.'.c. .. -.-.-. 14 12�t- :-� .. - -: 44 12 :-� - - '- >. fis 8 -. - _..'- - iS 85 - - r c - '- e e 15.5:45�- 1{ 12 - t4 :.12 _ ':-: 14 12 - '- 'B 3 - - '0.. ¢;, - 8 6'. 4. 3 14 12 - i4 ,.2 .- - t4 72 _ - 14 9 _ - _ - 14 t2. _ - 8. 8' 8 B 7.5 '.4 - - .. 14 7... - ._ _ 14''12 .. - _ - ..-.._: 14 12 _ ._ _ _ 10 4 - - _ 10 7.5 .4 J ._. WORKING IN UNISON _..,... - - 14 1i:5 - _ .14' 12 - _ .. - .. 14' 'i2 O.S i y. _ 0.5'-9 _ - - 0 .._a 5' 4 _ 14 -. _ . 14 :- ::-: -. - - _:'14' - - _ 7.5 - :_ _ --' 7,5 7:b 5.5 Js .3 - - - _ -_` 14 1+ - _ _ 14 1.4. - - - - - 14 _ - 8. 8"9: 7: .7.'3.5 _ .. ... . 14 .:-, ., �- t4. _ - _' '- - _, _.: 74 _. -_ - _': _�' :-..-: .8. _' .. _' ... .. _ q _ _. - _ ` B 7- A5.3.5 3 14 "I 'e':.15 5 4: - - 14. +- ^:- _ _ i�- -i4:,_ .. _ _:74: _ _ _ .7: _ _ -. .. 7 - _ _ _ _ _ .7 SS'-15: 7 - �4 - - 74 - - :14: - - -14 - - - - 8: 9: 8 7b 0. 3 4 - 8 _ _ 0 _ _ _. 8 8.5. 4 38fA - I._.. 14 - �- r '14 - .^'d ,4 - - 95'.' ^ .:^ 7..45' - - F _ __- -_ - - - LORI6A BiJiLDING GODc(Non Ni h ,elpcity,..urrIE:0ne one •}'11 ��'•ylC E... 1r4r y 02017 Wi:C0.INC. @ 2D17 EASTERN METAL SUPPm INC... sF . _. TM SE . TI . . NV, A. ,. Accordion Shutter System y m '. H.Y.8"#1.w OR W/o H.Y. NINDON BLADE % TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems gEscBwnDN OA7C DRAWN eY: LE. ` tt .6359 N:w,a6tn:St "re 705::tnfioalq Baip$B,,FSOPoO4 33t As$OCZOtIOfit Inc. 1 OLD 15-0$5 /27/1 Ds1E: '07/27/17 : .4r,1. PAox':.(3Q5)811 1550,Faa:{306�074--;1S3t 420 Westroods Drive 2 ... _ DRAWING No c;: �� coat tltm.0-1aam West .Palm Beach, FL 33407 3' S�01VAL F'� 4 WALTERA.ITLUTTJr P.E. 4 17-107 NRi71RE R SHEET P.E. SFnj9Kif GATE FT0R0A 4�76i e 12 OF 20 -SPECIF.ICATION&ON ANCHOR REQUIREMENTS:POURED CONCRETE ORCONCRETE BLOCK SUBSTRATES UA DESIGN NECIINE PRESSUIRC REAM fyp M FOR:CL_ftfta.bONCgma plaw-i►T10NS _.. __.XSEE'MOUNTWC5:E 0,t (OPi SHEEIS:e h i) .... 1,ANCHORS TO SUBSTRATE.SHALL BE AS FOLLOWS: . :POURM DONffi3r/OOf p=:0LIXX :pO .' 'TE .. U4 TO EXISTING POURED 0.0NCRETEI(Wn.'f'c.e.3-Iwl) . 1/4"0 TAPCON OR'TAPCON WITH,ADVANCED.7HREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W::BUILDE%,.(Min.('c a 3'Ia1 "EGWALL SILL MOUNTING QCEILING MOUNTING HQFLODR (MOUNTING - ) . gvlN. .c P^ c e"D - 1/4%X 3/4'ALL POINTS SDUb--SET ANCHORS,AS OIsTR16UTED BY ALL.POINTS SCREW.SOLT&SPECIALTY COMPANY (Min.PO=.3 Iai) 00 .'CS PRE5A0�R4M 0.OFSCII MSZft PATNOj3-.SI4 a ._., P ,: - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP.AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC..(MIT.fe'-2 ke) :7APWN DR... 3C AO 60 78^9D 120.TBO 205 30::40 60 75 :BO 7201166120 40 'BB; 7S90;120 160 Z05 TAPCOIN Y6TH AOVAI3CE'.D - 1/4"6 TAPPER+MIC7iO2•As MANUFACTURED:BY POWERS flSTETtEfts,INC,,AID.q'oTR1I3UTE0 BY ALL POINTS SCREW,BOLY:&-.SPECIALTY 14. .2 f0 :9,..e 9:: s 5S 74' 12 tp 9. .8: a e: 4 12 '10. 9 8 8 5 "e' THREAD",M TECHNOLOGY COMPAt�O'OR ANY OTHER APPROVED UCENSED:OR ALITHOR11ED NENDOR REGISTERED WITH THE AMERICAN SHUTTER,SYSTEMS ASSOCIATION,INC. 14. .12. LO__: ' 8 B,::6 6 :14 12 10 9 8 E 0. 4 12,10 B e'::B 6 0 ALL POINTS.SOLID-SIT (Ain:Yp d 3 ksi) R 14. 12 1O':B''e .B'.:6 '6 74. 12' 1p 9 8 B 0 14. 12' 10 ;4 8: 8 B. ;BLUE TAW/'TAP NOTES: 412109887 14 12 10 9 e e 0 14 12' 10 B -6 :8 6 e TAPPER+ AT)LUNWUM:EMRFDMENT'INTO POURED CONCRETE OF TAPOON OR TAPCON WITH ADVµCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12.10 9 B 7:35 5.5 14. 12' 10 ➢: mR B .6 14.12 10 A i E `5, 6 5 ANCHORS IS 1 3/4'.AND FOR BLUE TAP.W/CAP ANCHORS IS.1 1/2'_14: -.12 .10 .:9 B. '8...6 B' 14' 12 '10' .9' 6' 8 :5 4..12 10. B: 8 8' 6' 5,514. __ 10 9 .8. 6...6.. 4 14 f2 10 B B 8 '6 t4_12 10 .B..B e { 3,8 A.2):MIN{MUM LIABEDAIEN(OF 1/4"p x 3J4'AIL PDIH15 SOLID-SET ANCHORS!SHALL BE.7/8'MTO'THE'POURED CONCRETE.N0 EMBEDMENT 14:12 10 9.:.8 8 6 4.5 .14 12. 10 984 e 8 -6'-4.5 INTO STUCCO SHALL BE.PFRF RMITTED.�1/4"0-20SS.MACHINE'SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14- 12 10 9..7.5 5S :3.5 - :Ta 12 .10 8 8:. B6 4 12' 409 .e..7. OS . 4`+i UMRAMMS OF 49E FOR -MINIMUM FOR.WALLS WITH'No STUCCOt4 ;12 t0 9 e 6 :6- ♦ 1Z 10 9.:e 8 5' 45 W�'1�V�Sim 19 14 :12 t0 B:.B 7 :4: 14 :112.'10 .9' '8:6.5' 5" 4 I2 10. e-&S +5 3.5 :3. A3)IN:CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR A14Y VENEER 13E FOUND ON THE EXISTING WALL OR.FLOOR, 14 12 10 9 .8 75 4:5: At 12: 10 9� e' :B -e 4 12- f0 9: 8 E.4.5 75 ANCHORS-SHALL BEL4NG;ENOUGH TO�IRFACH THE MAN:STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED-ON :14-' 12 9.5 7.5 6,5 4.5 '14 12. 10 '9 5� 7.5 5.D 4 12. 10.. 9 :.S. 6 4:s'3S NOTES'A.1).&A2)ABOVE,'FDR INSTALLATIONS ON'VINYL SIDING OR:EIFS'WITH'OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR ,14..12 10: B..8 .8: 6 14: 11. 70 a 5': 8 6 4 12.10: 9 :e 6.5 5. 3S. INSTALLATION INTO WE MIN METAL STUDS SEE SHEET 2414.12 it,S 75 5.5 3.'- 14 13 10 B,5'� 5.5 4: t 12. 0 6.5 :SS - 14 12. i0 B 6 6..- 14 12'10 9 B' 05 5.3.75 14 12- 10 ILS. e 5 :4 (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14'12 6:6:5. 5.5 3..; : 14 12:10 '9. 8' 65'45:SS t4' t2 10 8 .T 5 3S.'3'. -1/4b.TAPCON OR TAPCt>r1 WITH ADVANCED iTIREADFORM'TECHNOLOGY ANCHORS,AS MANUFACTURED B7'I.T,W.BUILDER. - 12 10: 9„8_:B-: - .: 14. i7 70: 9 8 J 5 ::4" 14 '12' 10 ,9. 7.5 5.5' 4 :J' - 1/4b,i.3/4"ALL';POINTS*SOUR=SET'ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, T,�O• 14:i2 10 8', 6.5:.A: - - 14'12 :9 7.5 :6 4,5 A5 [14 10.5 7.,5,5 4.5. 3.5 :- - - 1/4'p BLUE TAP CONCRETE AP1C!10R5 W/CAP/S MANUFACTURED 81'FLORIDA FASTENER5.0{RECT,INC. 14 l2 '10:8.5 7.-A - 14 12' IF 9 T-5 55 4 : ;12 9 7.. 7S.4 -: 1/4.0 TAPPER+ANCHORS AS.MANUFACTURED'W POWERS FASTENERS;INC_ME)DISTRIBUTED'BY ALL POINTS SCREW.BOLT&SPECIALTY I4 11 :7:$i5 4S - 7412 10: 9.7.5.5:8 4 .-. :12. 9 7 e 4.5: '3 COMPANY'OR ANY OTHER APPROVED LICENSED:OR AUTHORI2eD VENDOR.REGISTERED WITH.THE AMERICAN SHUTTER SYSTEMS ASSOC➢1ROH,UNC: ,.14R 10 B B .e.B 14 12 50' 9 'B 6 4. - ;t28 -6.5:.5 3.5 - NOTES: 14 12 B:5`.:7 5.5 3..'..'- - li 12 8',65 SS 4 3 9-5:6 5: 4, 3 - - B,1)MINIMUM EMBEDMENT"INTO CONCRETE.BLOCK OF TAPCON,BLUE TAP W/CAP µt2tORs ANO TAPPER+ µCHOR5 f5 d 1/4".µD UPCON12 .5 - - I4 12 8.S"'-B'6.9 5 - 12 -6 6:0,5A - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 9:5 6.5 6.3.5 - '14:12''10'-a 6:5 5- - 12 8..6.5, 5 4 -_B' " 14 .12 SOL o'..8 - 14 12 '10 0- 7.5 45 - 72 &5.7 55 4 - - 02)MINIMUM EMBEDMENT OF 1/4'0 X 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDO5D INTO THE'CONCRETE'BLOCK.NO U1 115 7.5 6 4 r - - 14 T7 7 5.5 9' 35 - 8 6,5 4.5 35 - - EMBEDMENT INTO STUCCO SHALL.SE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 -B. 6S.4.5 - - - 14 12. 9.5 7 5.5' 4 - - 10.6 7 5.5 6 45 - - EXIST,µD 1"MINIMUM FOR WALLS YATH'NO STUCCO. 1,5 86 6.6 4- . ,4.14 12 '8 7 6 4S - 14 11 7'555 35 _.. _ _ IW-0T 44 12 10 B 75 - 14 .12' 10 8 6.5 5 - - 14 t2. 8 6 5 4� - 8.3)IN CASE THAT PRECAST STOW.PRECAST.CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14.10.5 7 5 3.5 - 13 9.3 6S .5- :4 J - - 10 7,5 5 4 :3.'- - - ANCHORS SHALL BE ENOUGH TO REACH THE MAN-STRUCTURE BEHIND SND:WALL FINISHES.ANCHORAGE SWEDE BE AS INDICATED ON 14 11 7.5 5.5 - - 14 11.5 9 8 S.. 4 - - 2.5 9:5 :6. 5 4. 4 - NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON Vp7Yl SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 105 .e S -. -- r: 14 .12':e' B.5 S.S..4 - _ 13 10:65..5 4. 3 - - FQR INSTALLATION INTO OFS WITH METAL STUDS SEE SHEET 20. 14,12 t0 - - - - 14 12,.9 7 6' 45 - - 1♦ 105'J 5.5 45 3,5 - 2S 9 5 _5 - 12 .9 :6 1:5 4 3 :9. 7 45:3:5 3. (C) ANCHORS SHALL.SE'INSTALLED.FOLLOWING ALL.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 14--f0 7' - 14-f05 :7 5.0 4S. 1:5 8.5 5.5.45 .75 - - - 9IS. 7 4,5 - - - - 14.11.s 7.5 6 5: _ -' 12 9: -6-4.5 4 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTMCE(E0.)VERSUS SPACING_RELATIONSHIP.FOR ANCHORS. _ ..,. 14 12 10' - r. 14i.12. E 6.5 5.5.' - - 13 10:65 6 4,. FILG.E DISTANCE VERSUS SPACING sC�QyS,�.FOR aNGHORS? 1,5 85 4.5 - - --,.11 8 5.5 4 3.5 '8 6 :4 3 _ MAXIMUM ANCHOR SPACINGS ARE VALID TOP EDGE DISTANCES INDICATED DEMOW,:FOR I-D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.5 95 8 - - 13'95 65. 5. -4. - 0.5 e 5 4 - - BY NULOPLYING:SPACING SHOWN.ON SCINEDULF BY THE i0L10WING FACTORS. :9 6.5 - - f4 NOS 7 SS' 4S 11 &5 55 a9 S:5 REDUCED SPAC6iC 0[1TA171ETJ 1151NG FACTOR SHALL NOT BE tE55 THAT'MINIMUM.SPADING 114DICXMO FOR EACH.ANCHOR TYPE. 14 �12 - - 14 I1.5 75 8 5 ... 12 9' 6-I48 4 T3. D 0S 8 :.. . 10.7'5 s .4 3 -: 7.51.5.514 3 - - - ACTUAL - TAPCON FACTOR. _ .. .. 12.5 6 5 - T2 .9 a 4.5.'4:. 9.5 .7 -:5 4 - c. - EDGE TAPCON %ITH ALL POINT SOLID:SET BLUE TAP W/CAP TAPPER'+ I S '6 - - - -. -. :f3.9.5 85 :5' -. - D.5 7.5 5,.. 4 _ DISTANCE EADFORM TECAiNOL ... MW,SPACING 12 - - - .-. 14 105 '7 'SS - - 11:8.5 5.5 ♦5 - E.D. MIN.SPACING 3" THR MIN.SPACING-3" MIN.SPACING. 3 1/2' MIN.SPACING.m 3 3.3.4� 4' R4�^OT ZD : 9 1.4.5 S.S _, _ _. 7-:5 3S 3,. ._ _ _ POOHRETEH9L0 K& CONCRETE eLOCK& PC��CONCCRE'TE k�, HvRED PpR ED QT4'RTE CONgeTE BOCK t7: :871]R 8 - - _ _ 11 6.:5.5 4.5 - - - ➢ 6.5 tS -. - - - IIIL E0.=31 .'AN E0..2 I LTE LOLKWN -. 35 fp 6:5 - - - 0.5 '6 's - - - $LADE 'W�3RKING15.-0" 4 - - "6S".5 :3'.I - ._ 2,i J2� .._... - .. D,B 10 - __._ 7m1E10z 1/a 4O1 E0.er .. AeN EO.a3 r MN:Eb.r 1.0 D.7B LO - B5 .B 4 1 2" - 0.71 - - -IN UNISON .9 6,5 45' - - -- - -- 12,5 8.5..6. _ _ .10 7,5 5 13 " 'OS7 _ - - 1 B._D. _ - - .1 1/2' 0:35 .. .. .-. .. FLORIDk.BUILDING CODUNon High Velocity Hurricane Zone. .4,41U5 AL,�1 T,jj�' c2017'Dt.TECO,INC. 02017 EASTERN METAL SUPPLY, INC. Ail p a 1 A■S.S■A. Accordion Shutter S stern o Sy stern RV.BUDE#1 w/at w/o EIv WINDOW EfAOE �'. 4�1 TILLIT TESTING k ENGINEERING COMPANY ®P[¢CR Shu$ar SyStSrRgREV.N. XSOI9FTION DATE . DRAWN BY: L.C. 5355 NW,j6N:St.Ste.30%NML"-WOL1i5.:F1.PF".3316 A$9CClG1iVR1 Inc. ) OLD i5-085 7/27/1 DATE: o7/z7/T7 11 `t PVrone:(305)371-1530.Fcr:(sawl-153T 4268 'Westroods Drive 2 Iate000,d.enm West Palm Beach, FL 33407 3 DRAWING No ^'V�7}`it:' E *'\PA~111L WAITER zLRiJr.P.E. 4 - 1 7-1 0/ P,E 5t �9 DATE' FLORIDAORU.c '44167 5 SHEET 6 113 OF 20 1�1 MIL .-R - _ lMUM�A�!C-�?OR4' SPADING (in_1'SCHEDUL'-FOR=A G ':_cl.!tiTr:' AN - A s D DESt N N cA PR£SSItRE' A7IN• AND A CORK :GIN.-MOUNTIN iYP FOR CONCRETE" R'CQNCRETE BLOCK INSTAL A71ONS . .'(SCE MOUNfWCS I:J.x*&L VN.SHa7:7) . P'OLII�DCONCRETE POURED CONCftElE.BLOCK. . t ovER 1 TRENCN ANGH RS $PAT?NC QJ RNNGUARO MOUNTING QWPLL/FLOOR MOUNTING WALL/WALK OYER.I6OUtMNG 0 LGEN O TAPCON'OR 114iiWl tfEa16EE,15iiss,ir�:Raw Od n.:acaal NEpJAE s R47W.(Pa A�OMM NEG4 K PIMMI E WM!� .OFSION MTAT5e PSEWXR i»It. '__ :--.. ,,....�. - _._ TAPCON,WITH ADVANCED .:.30 40:(i0 �75'.90 120 iri0 105 36.40 60 .75:96.f�0 160 20$ S0 40, W.YS 80:120 160 205 30 40 ::60: 75 90 120 160 205 THREADFORM TECHNOLOGY 7.' 7 7 35 S 5' 3..'3 3-:6:-55.: 14 I2 N0. 6 :6 .6 6. 12 1 12 12: 12 75 8.S 65: 7 7 7 7 ALL POINTS'SOLID-SET 3'-01. i4 12"10::8 8 :S"'6 8 12:12 12:12:..12:72 9.5 7-.:7 7 7 7 7.::7 7, 7. 5 5 'S::9 .5. 'S 5 -5 R -11 12 '10 :9 8 'e'::e: 6 12 12 12'1Z; OS.8 6 *5 7 7 7 7 '7. 7 7. 6.9 5, S- 5 5 'S 5 5 5 BLUE TAP 14 12,:10.9 8 a: 6 fi 12:12:12 12-12 10 7.5 8'. :7 7 7 7 7 '.7 7' 7 5- 5 'S 5 5 5 5. 5 TAPPER+ 14 12' 10 9 IB 18' 6. 6"12:.12: 12, 12 11.9 0.5 " '5 7 7.- .7.. 7 7 7 SS' 4' 5 5 S 5 :5. 5 4'-0: 14,12, 10.::9 E 9:: S" 6' 12 12:12. 12- 12 9:6 .7. 5.5 7 7 7. 7 7 .7 7 .7 5 14 12 10-. 9. a .8:6' 6 t2' t2 12''B.5 8 6 4,5.3.5 ? 7 .7.. .7 7 'J 6.6 .5 S 'S 5 S 'S a 5.:.5. 14.'12. .10 9. 8. :8 6' ''6. 12 12 12 12:-f0 7.5 S,D -4 7 7 '7 7.:7 'T 7 6-9 5:.5 S S- 5 5 S 5 14 '1210, 9 a '8. 6 S. 121112. J1.:9 7 3'-4 77 '7' 7.; 7'S.5: 4"S' 5" 5 S 5 5"5' 43 v,-0« 14 12 10 9 8. a a S. 12':12 12 :12 d6 79 5.S"4 7 T :7 7 `7 7 7 7 5. 5 5 5 S 'S 5 5 14 12 '10 A 6 B 8. a 12: 12 9.5'7;8 :6 4.5'31 7 7 .7. 7...7. .7 5 3.615- :5 SA 5 16"'5 5 4 14 12 10 B a .6. 6 b 12 12 12 95 '8 6'"4S - 7:'7 7 7:.7. 7�Ss 4 -D s" 5 5'-D 5' s 4 * SEE ANCHOR 14 12 10 9 a: 8. 6 6.. 12,12 11.5 9.75 55 '4- 3 7 7 1 7 7 7,.4.5 33 - 5 :5 S. 5 5 4.5 3.5 - SPECInCATIONS 8'-O« 14 12 10. B 8 a 6 a- 11. 12 12 t0 a 6 4.5 3.5 7 7 7 7 7. 7 7 7 5- S 5 6 5 5 5 5. ON SHEET 13 14 12 '10 9 e 8 fi 6 12 12 6 6 5 4.-3 7: 7. 7 7: 7 5.5 4 5 5 5 '5 3 5' '4 -3 -4-'72 10" B 8 L_ 6 12'12 10 B 6.5 5 .75 7 7 �'T'-7 7- a 4.5 - 5. 5 3 5 5 .'5 44 14' 12'10 9 8' H 6_ 6 12 12 ID. B' 6.5 5 3.5 7- 7 7' a6 5.5 4 '5 5 5 5 5 4' 3' 7•-0.,14 12 t0' 9 "a 6' 6 6 12. 12, 12.:85 .7: 5: 4 3: 7 '7 .7' 7::7 J 7 6.::5. S 3. 5 S D 5 S 14 12 10 9 8 e 6. 12 10'.B:5 :5..4.5 3 7 7 7 7 'a3 5 3 :.5.. 5. 'S 'S 5 'S SS 3 14 '12 10: a s s '6" D 12.12..0-5 7.',D.5 '4 7 7 7.7 :7: 5 - -.'.-5..5.'5 5 5"5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12' 10.<9 ie B 6 -..12, 12' 0.5: '7 5:5. :4 3 -': 7 7 7'5.5'4.5.3 - - - 5 5 5 5 45 J:5 - - P5F A.S.D DESIGN °RESSURE 8'-0•. 1'4 12 10':9 'e 8:.-6 12 12' 0.5 7.5 e_4.5 35..r. '7. .7 7 :7 7 7 7" 4 ;5 5 �5 '6 s 5 s':5 : RATING..& FOR SPANS PER 14 12:'10: 9. 6 8'::6: 12 9 '6 45 4.:'3 - - :7 7: 7. 7 5.9 4' - - 5 5. 5 S 5 4 3 - SCHEDULE ff 3, SHEET 11 t4 '12' '10::9 9":e� 6'. 12 '11 7S.6 -S.. ,75 - .T 7 -:7' 7.8 -6. 4.5 - 5' 5.. 5. 5 5.4.5 - ': 14'12 10'9 a a' - 12' 1.5 7,5 6. 5`:3-5 .7 '7 6.5 'B 4 _ S 5: 5. 5. 4 3 14 12 10 9 8 8' - = 12 .12 9.5 85 5.5 .4 3 7. 7 7 7 7 7 6 3 5 5 5- 5 5 .3 5 5 14 12 10 9 a 8 0.5 8: 5 4 �JS.- .7 7 7 6, 5 J.5 - S S 5 5 4 4 9 14 12 :10' 9 B 0 - 12 '10 6.5 S.4.5.- 7 7 .7 8.5 SS S 5 5 6 5 4 14 12 to 9 .e 6 - 12'.0.3 7'55 45.3.5 - 7' 7 M.4.5 35 - 'S 'S 5 4,5.35 - - - ._.._ :- - ._ - - 10'-0"14, 12't0. 9 E 'B _. 12' .11 6.5 -6'" 5 JS �_ - 7. 7 7 7 7 7 45 -' S- 5 'S 5 5 5 5 4.5 14 f2 10 9.. 8. B 95 7 4.ti'3:5 3 7 7. 7. 5S'45 5 5 5 5 -_ .. - ._: - .7...6: '5 - 5 5 6 4,5' 5 - '_ - 1y..12:10 9.::B. a 72 .9 : 6 6 '4 7 7 t4. 12.10 9.:'e. 8' - - 12 .5 6 5 4 3 - 7.'. :7.. 5...4'::3 - :. D.. 5 3:'4 3,5 - 1'1'-0"14 12,10 _ 12 10 7: 5.5 45 7.5 - - 7 7 7 7.:7� 7 35 - 8 5 5 S 5 5 -5' 4 14 12-10 9 a D - 8.5 85 . 3. 1 - - - 7 7 6 a _ .5. 5 3. 5 4 3 - - ( .H V B LA.D E. ONLY 14 12"10 9 'e 8 It a 5.S' 4. - - 7 7 7 SS 4.5 5 S S 5 4:5 - - 14 12 '10 9 e 1.3 eS 55'.4S 3S - 7 7 49 3S - :: 5. 3 4.5.3.5 7 14 12 't0'- B e - - - 12 95 6.5. 5 4 3 - - 7 7 7 '7 7 :0 '3 5 5 5 5 5 5 4S 35 14 12 10::9 6 S.'6 4 3 7 7 5.S 4.5 33 - .5 'S 1 ±S 4 J 14 12. 10 :9 8 10.7.9 5 4: - - - '7 7 6 5 --- :- S 5 '5 4 - 14 12 to:;9 a - OS :8 S' 4' 3.5 - .7 86;4.5.3,6 - 5 5 4S 3,5..3 74 12 10 .9 8-' ^"- - 1S.8;5 6 4.5 35. 3 - - 7 7: 7 . 7 7 45 - -: 6 .5 D 5 5. 5 A5. :5 14 i2:"10:'9 a - 7: IS 3.5 3: '7 ) .,5. '+ - 14'12' .10:'9' a 9' ?.:4.5. 75 -.:- :7: 7:..5:5.4-5 - - S_ '5 5 4.5 4, ..14 12 10'.9 - 10.7.5..5.. 4...3„ .. '7 a.: 4 3 - - _• 5.:5 4 .3. '-.. _ 14 12 10::9 - - - 0.5 8 5.5 4 .3.5 - - - 7 7 7 7 7 4 - - 3.S 3, 5 6 5 4 3 1s'-0« 14 12 10..0 -:65 5 3. - 7 7 5 3.5 - 6 5 5 4 14 12.-10 9 - BS BS 4 7 7 -5 4 5 5 S 4 14' .12 10 - - - - :9' 7 4.5 3.S .J - - - 7:3.5.3.5 - - - 5'- 5 3S ]_ - - 1♦ 12 10: - 10.7.5"-5 4 3 - 7 "7 7 7' 7 39' .3 5 �5 5 5 5 4 3- 6'4.5: 3. - - .7 7 4.5 .3' - - - - 14 12 10 .g 8., 4 _ : 7.: 7. 5... - - 5 5 5' 4. 12 10 - - B.S 8 4. 3S - - 7.. 5:5 ..5 _ :.5. S 3.5" 14 12 10. - - - - 93 7:45 35 3 7': 7 .7 7 6 S' S 5 5': 5 5 4:S-3S - 1V 12 t0 9 4.5 J J &5 4 :.5 5 :4 35 - 1412 90. v - 7s S.S .5 _ - -'- _ = E(Mon High velocity Hurricane Zone' - FLORIDA BUILDING COD 02017111JECO,-MC. 92017 EASTERN:METAL SUPPLY, INC. /7707E6O �N,. A,S,S.A, Accordion Shutter system KV. BLADE#I W/COR w/o.}iv. BLADE - *; TILLIT TESTING & ENGINEERING'COMPANY American .$huffer Systems DEsmpnDN .. DATE I 09Aw11 OY: LDL Meoctation, .Inc. [2- 11- OLD :15-08s 7/27/1 DATE: 07/27/17 .6355 Nw 351n.S4 St ]35.Y010'NN fJA806,110i0D1 3J1, 01 Pho a.:00S)871 153D.1.::L305)871-1531 4268 Westroods Drive 4 m a:fot-C..:an L9est P.olm Beoch,.FL 33407 DRAWING No. /��` 1IJALTER A.'T`Uff11.P.E. 17-�Q7 P;E. SEdCy3L�%RE/DATE n,ORIDA U1'p 44167 S1 F-ET 14 OF 20" MAXIMUM 'A. & DESIGN PRESSURE RATING {p�f) AND CORRESPONDING MAXIM IiM ANCHOR SPACING '(aa� Sr.HFntu E FOR e GIVEN MAX._Sfal=1T?ER SPAN. NEGNTEVE A:S:D_ I)ESIGN PRESSURE RA ING AND CORRESPONDING:MOUiW TYPE; (SEE MOUNTINGS Ot!SHEETS 16:1c'17). � lJ B E SOUTHERN.PINE No. 2 W/ MIN. G=0 5$; SPRUCE PINE FIR NORTH SPRUCE:PINE FIR SOUTH t/2`.MIN_ COX 2.SOUTHERN PINE 5 o. SPRUCE PP RUE PINERTH SPRUCE SOUTH DOgGlAS FIR W/ MIN. G 0.50 Wj MIN. G=9.i3 Wj MIN. c=O.36 PLYWOOD MIN..c DV W/ w/ MIN.'0-0,43 W MIN. G=0.36 "IRE WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT:T WALL MOUNTINGS CEILING MOUNT T M. N. 0 ec R FLOOR MOUNTING$ M.N, O & R FLOOR MOUNTINGS M, N. 0 do R FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O.WALL MOUNTINGS s:o, WALL MOUNTINGS W & X W dt'X W & X P & Q S.deV 5k.Y S&V mT•le]O,iLRl�irmlc(Al) e.V=wixia941t Gip. 0___.t _E75..�S[9 90a lc(.�.5._.30atv4r0...1..v..n8e0E.t7953A.PF97 34 0 5 90 IOS 5 5 . 7 3D 40 6O15 905 amc f-iat:05 V_01.0R LE M 1.2:10:;TO 9_.8: 8 :6 '6 6_6 6'.:6' 12,30 10 9 6- 8::.6 B 6 8 6 fl 6 5 '4 4" 4' 3.f2 9.2 12' S2 12 12 12 12'12 72 12,f2 12.15E 12 12'. 12 f2 4'=0' 72. 10' TO 9 a: 5:"8:: 6. :0 :6. 6 ;6 12,10 .10 9 :8 '8 �E 6 6 6 �6!'5.i 12 90 10 .9 8 :8: $ 6 6 6 fi_ 5. Si $ 4 4: 4+ 3 12 12:12. 12 T2 12 1? 12 12 12 12 12 12 t2. 12, 12,12 I1. `3.-� 12 10 :to 9 6. 6 :6 :6 6 6. 6 5.6 12 10. 10 8 8 e -6 .6..' 6 6 6. 5:12 10� 10 9 8 7 6 6 6 6 6 5 , _ 4 4 :4. 3 12 12 12 f2 '12 12 12 12 12 12 12 12 12 12'72 12 12 0. 8•_-0• 72 90:10 9 8 6:56 b 8.6 5.5 4:5 12 10 10 9 8'S 6 6 8 .5 5 4.5.12'10 10 9 6 3.5 6 6 6 6 5 4.5 6 5- 4 4 3.5 r- 12 72 12 t2 .72 12 12'12 .12. 12 72 12 12 12 12 12. 10 8.5 7•_D• 12 10 ;10 9 6.5'. :4 6 6 8. .5 4.5 <' 12'10 109 5 3 -b b fi 5. 4 3.8121D 10 7 3.5 _ 8' :6 -6 5 4 3.5:6 5 4 4 _ 12 .12.52 12 12 12 12 12 12 12 12 0. 12 12 12 0.58.5 7.5 :8'-D• - 12 10;:10 7.5 4.5''3::6 e. 6.:5 :4 3.5 i?:10 iD:6 3.5..- 6 '6 5 i5i 3S 3,.12:1.0.70 4 - - 6. 6 5 5 3.5 .3.::6: 5: 4 12 12 12'12 12 12: T2'12.12:12 11:9'.5 12:12 1:5 8 7;5 5� _ 2 9'-0' 1.2 10'10 5 3.5 b. 0 5.5 .5' .5' 3. 72:10 '9',a -_, 6.. 8 4.5 4 3 3 12 10 4 3 - 6: 6 4.5 4 3 3 6 5 3.5'- 12 12. .A2.12 12 0: 12 t2 12'1 1. 9',5 8.5 12`12:10 6 6.5:. ':5. .. .5. .. 7D'-0' 12 10:7.5 4' - b 6 5 4 3 12 l0 6-3 --- - 6. :8 4 ,.5 3. 12. IQ: 3.- 6:�6 9 .5 3 :6-:5: - i2 T2 12 12:.1S 8.5 72 12 112 O. 8.5 7.5 72 12 g.. 7. 4 5. 11'-0` 12 10.1 5.5 - - 6 6 4:5- - 12 10 4.5 r - - 6 5.5'3.5-(- - 12 70 - - - - 6 'S:5: 4 - - 8 S - - - ` t2:T2, 12 12>aU 8.5 t2 12 '1Z 9.5 8 7 12 12 71 :5.5.5.4.5 12,10,:.4,5 - 6- 6 H'IdI2. 1D 3.5= b 5 3:5- - - 12 70 - - 8 5 3.5 - - "B 5 - - - 12 12 i2 t.59.5 8:12 I2 Y1!8.5 '7 6 12 1575 t12 to --:- - fi 6 12 10 - - - ,6 CS - - 12.7.5 -• - - - 6 4.5 4:5 52 12..12 0. 8.5 7.512 10 - - - 5 5512 7 - _ - .5-.4.5 - - -; - 12 7 -: - - .5.44 - - 6 3 12 - - V 6:- 12 - - - 5 - --- - - 12 - - - _ _ 512 - - - - .5 11.5- 0 HV BLADE 0 n1 HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* ♦SEE U�AROYS OF USE.FOR 4iAD.' ON,SHEET 19 •F NOTES ON ANCHORS REQUIREMENTS WOOD SU85TRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLIDWS. 3.'SUBSW7E SHALL CONSIST Of THE FOLLOMNO: SOUTHERN PINE No;2 W/G=0,55(&D.S) 1/40 TAFCON ANCHORS.AS MANUFACTURED BY I.T.W.DUILDEX W/MINIMUM EMBEDMENT AS INDfCKTED AT -DOUGLAS FIR W/C-w0.50(N.D.S.) FilCH S1 110M ON SHEETS 16 h 17. -SPRUCE FINE FIR NORTH W/G=0;43 EXCEPTION::SEI NOtE.2 BEW'M -SPRUCE FIRE-FIR SOUTH W/C-0.36.(N.OS.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING ME U.SHe27 17 AND SHALL.CONSIST OF -10N.1/2'COX PLYWOOD(1986 APA) 'LAG SCREWS AS PER NOS 2015''SPELIFICATIONS. - ;,ANCIf0F6 SHAM BE 1NSTA.LD.FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECtFlGI%5NS OF THE 'ANOHOR'S-MANUFACIMER. _ A FLONDA BUILDING CODCTNon High Velocity Hurricane Zone 11L1 LQ`'•,. jf+� C2077 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. cery ;..,��= W A V,1. Accordion Shutter System O iNc. A■SMS■A. Liv eLaoE i wj aR:w%o Kv wwdw MADE T71LIT TESTING k-ENGlNEERlNG COMPANY American Shutter Systems�b Y 06CR1PRON DATE DRAWN BY L.C. Q l 'ow N.W.3ek St Ste 305,NJdatrl4 G4ROFN5.ElURtN 331 d3soclOtion, Inc. I OLD 15=085 7/27/1. DATE 07/27/17 P\� P?« .(305)871 1530.F (305)671-1531 4268 WesirOods Drive 2 Ifsj••.. )) -'n` ;1y� m SIB LI67o 0 6om West Palm Beach, FL 33407 s DRAWING+N/G� DW Jr.P.E. 4 1 7-t V7 .FLORIDA U./441Q7 5 ... $MEET P.f. SfACf3f�iMA1URE/DATE 6 1 OF 2 -- - -INSTALLATION DETAILS ON EXISTINO- WO00 . BUILDINGS FOR HV & ff _HV+ BLADES AS _APPLICABLE OR L- FOR NS LA S 0 OOD WITH D 1. ONLY L WALI.FINISH BE LIMITED JQ 105.0 f. A.S.D.' S -`': P S EMAX-. .A 1/4s TAPCON OR .. P _.T ..0 .... 6 _. i .:WORKINQ AN .UNISON I� rTAPCON WITH ADVANCED ...., _ -__�� _ - - THREAOFORV'IE,CHNOLOGY 1 4 0 TAPCOA)OR f I 'VAA;ON'M_TH�ADVANCEO THREADFORM TECHNOLOGY --�-- 1 W/1 1/2 N'n.PENETRATION :'t }{I W I 1 2 M'.n.PENETRATION OF THREADED AREA TO EXISTING OF THREADED AREA TO '. {, 1 J / 'IXlSTING WOOD HEADER. ---� 1 j WOOD HEADER.'(sFE SCHEDULE ON SHEET 15) 7O.�M 'i ' 1 OR (SEE SCHEWLE ON S'iiEET 15) 'B r_.SJ'o-20%3/4•S_5.odACHINE S'pifTA4E .5 ® 1EWSOWCf 7 j0.` 2 NUTS C 1ION SHEIERT.AO IB OR 4 f 1 j 7`NIn. - EXISTING ( EIIOES QJ&QT) F-E E. CLASS---E 1 OFIfCS Rt7f E WALL- _t WALL � � y11<111{'.. �--OPTIONAL.WALL } ({ .IEEE t �IXLSTIN6 MIN. i - FINISH :� 1n �04�. _ ETISTING MRL 2"ER. WOOD 1 ®* l \ I 1j"P fAPCON OR TAPCOIJ WITH ADVANCED HEADER.REQUIRED 1 OR 1 ! --yxt'WODO a - HIM P REQUIRED i I _ FORM EXISTING rG rJN.SEPAP_A71CN ! - 1 7 ( I I H 1 6 ; MirL PENETRATIOti TECHNOLOGY If THREADED AREA TO CLASS- TO gAye .f / i.� I 1 E S..WOOD HEADER. MIN.SEPARATION 70 GLASS t-,_�Sl'?EDJLE G1I SFI EXISTING (SEE:SCHEOUtE ON SHEET 17)—.._ (SEE SCHEDULE ON SHEET 151 ( 11 FOR BLADE(DANJ GLASS---? ON SHEET 19 FOR 2'.A-CONT.SILL ( MA[E5.(Lig� ..9...__ ... � '�I PLATE-REO'D. HV WALL HEBQER INSTALLATION 1 L J WALL SILL USIA �M ,HY WALL HEADER' INSTAUATIQN € _ MIN.SEPARATON TO CLASS ! I 1N.SEPARATION TO GLASS .., G1ASS-�;, I! TEXISTING ( (SEE SSIEOULE ON SHEET 11) f1 (SEE SCHEDULE ON SHEET 111 Y 11 �1`y E%ISiING MIN.SEPARATION TO CUSS ��,.f ( GLASS) 2 OD PLATE COAT:-; WOOD (SEE SCHEDULE ON SHEET 11) € 'S E I _ REO'0. - I 1/A•e-20x3/4"SS. p. MACHINE SCREWS !MACHINE SCREWS W/ D.C. I I USING 0 NUTS tip: WALL � I/4�-20 NUTS O 12'- 12•D.C. FlN15H .f 1', /. �..1�OR16 -1 OR Q t_J / IJeRI� .� uz75 (v31 z t 1"x4'COME 4 f WOOD PLATE 't. l LED. I1 ` ��t *• REO'O. t t i :�,Ea' 1'Mm. rl ._ f'fjz 1 M ! T a' : 1 !, t'{p( `� 1/4'0 TAPCON OR YAPCON WITH ADVANCED T >• T t , ,. 1 t ffffT�t ! 1 I S I It,�2 r4 CONT. THREAOFORM TECHNOLOGY WJ I I/2' .IMin.PENETRATION OF THREADED AREA TO ' =1/4-0 TAPCONOR 7APCON WITH ADVANCED _ (Il I IL-- l .SILL.PLATE L,• q FJ(ISiING WD00 HEADER. { y I I._.r_ 1lI 1/Ab 7APCON OR ji�F: 1 REO D 11 THREADFORM 7ECHNOL.00Y W/ 1/2' '' "-' 11 "� TP.PCON WITH ADVANCED )-SEE S11ECP 4 FOR TYPICAL (SET SCHEDULE ON SHEET 15) L 1 to( M n PENETRATION OF THREADED AREA IIJTO PLYWOOD .•.,. _ l I .,.)., } ., `-WALL FINISH m 1/2. MIN,CO �, THREADFORM,TECHNDLOGY SHUTTER ASSEMBLY.. .A+. (SEE.:SCHEDULE ON SHEET 15) EXISTING MIN.. 1� STUDS 9'1$'O.O.NAX.,PLYWOOD RED''-0. `�- 1 1/2'NinSPENETRATION'OF 2-MOUNTING'.SECTIONS CAN BE .. —1 j2'Mltd.COX PLYWOOD REO'D. 'HALL FlNSSH-�•1}iREAAED AREA INTO P.LYt4000 CC SINED IN ANY WAY TO /�� ` .REO'0.PLYWOOD TO BE (SEE SCHEDULE ON SHEET-15) sum ANY INSTALLATION. ®HY WALL SILL INSTAL LUION 1-E%ISTfNG MN,2'%4"STUDS O 7E'O.C.'MAX. REO'D. :ATTACHEO.TO.STUDS Ili - PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH (� WITH SECTION.2J09 OF THE F.8,C. SECTION 2308 OF THE V HY .WALL SILL INSTALLATION 'O SEE LIM�AiLONS.'OF U$ OF F.2.C. .. .. _ BLADE,A ON SHEET 19 --,___.__ ©})y WALK SILL INSTALLATION FLORIDA BUILDING.CODE Non High .Velocity.Hurricane Zone —---- r o20f7�. Tlt.TEcO,WC. m2017 EASTERN METAL SUPPLY,ME, 0. Ali E HA . 1 'W A +� Accordion Shutter S .stem * y �L'7EC707,NG. ■ a ■' ■ tlV. 6l/aDE#t W/OR W/0 HY.NINDJPVMADE •Q q / TILLIT TESTING k ENGINEERING COMPANY American511111•}ef S�SI9n'IS ,N DESCwvnoe D•TC uRAuri:er. Lc, �F As:ociatton/ .Inc. 1 OLD 15-085 7/271 "A o�Jz�/tr Sl.,Ste.305E MRGM G&RDEN%F.M_OA 331 Ph— (305)871-1530 F.:(305)87a-1531 4268 Westroods Drive 2 ��/�" ORID9� -•' Illy a nw1Bl e�wow•=an West Palm Beoch, fL 33407 a DRAWING No 17 Vfh 1� 11 WAITER A TILL?Jr, P:E � - -1 07 I'.E. 44f/ /i1T DATE FLORIDA FLORIDA Lic a 441 67 5 SHEET s Y 6 OF 2JO . _ --- lN- DETAIL—DETAILS ON. EXiSTItiC WOC}D- BUILDt: GS FOR 1- :HV & . HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L fOR 1NSTALLATibNS INTO 'WOOD' WITH HV BLAUE C1�ONLY S A E LIMIT TO Q sf. A: :D. ESIGN P SSURER S OR M X WALL FINISH r AN LOAD- R TA O DE .„IEQ... EQ. . 2'MIN._... _... 1/4.0 i,PPCotI oR 4M6 '(Min)EISTING "-•'('1�"f";•:_ —i_ .. UNISON _EOGE(IF APPiICA9LE) i ..•� '.' , APCON WITH ADVANCF� Nb00'BEAM REQUIRED THREAOFtlRlA TFCHNOLn6Y STRUCTURAL ADEOUACY _jt ' '--__. _ ....., --- I I d: •Yt 1 1/2 w•n PENETRATION 1/a¢-zoAs/,'.s.s. of ElnsntJc WOOD aEAM OF THREADED AREA TO T' PHILLIPS TRUSS I�EIID TO BE'CERIIiIEO.BY �� ___`f —EKING WOOD \ t I EXISTING WOOD HEADER -Mm MACHINE SCREWS REGISTERED ENGIWEER fM / �--_ " .._ TRUSSES OR 'i T,• i (SEE SCHEDULE ON SHEET 15) W T 4"-2O NUTS ARCHITECT PRIOR TO EQ-",f'—E _.... RAFTER 024- r 1Y'O.C, SHUTTER INSTAIUTION, —I/2 I/2 O.C.REQUIRED / 19 TAPCON OR - �. TAPCON'WITH ADVANCED - 'M.w.THKT .257' THREADFORM'TECHNOL.OGY �.�Ye Y� f .� EXISTING wok iHK. • ^�> wax, W/ 1 1/2"Min.PENETRATION "".:S1"�;' E .•—._,,,, .._�1 4x1/8 CONT.ALUM.TUBE THREADED.AREA TO EO O7i I S.M S. -- 'I (fi063 T6.A11DYj W/ EXISTING WOOD HEADER /;1 DPr1oNAL I m s'o,c.; 11 or T 3 or 15 (3)5116:a lAG SCREWS 70 (SEE SCHEDULE ON SHEET 15) oraor 1S f EMH RAFTER CR TS AT•i, LOCATEIAC SCREWS ATRL4 { MIOWtDTH OF EXIV14G WOOD MEMBER,-(2•Min:NOMINAL —"' EXISTING MIN 2".4" 1 •-� OPEN HOLE AT EACH WIDTH);W/2`Wr): EXISTING—milI H."ADER REO'D I STUD TO ACCEPT IL PENETRATON OF THREADED GLASS 11.. FAIN;SEPARATION.TO GLASS .. EISTING i �.. 5/I6'a'LAG SCREW AREA VALID FOR { -(SEE SCHEDULE ON-SHEET 11} GLASS- j AT CENTER OF TUBE. INSTALLATIONS WITH 72psf fWW.A.S.D,GES IN LOAD AMU �__ _ __.._.J --•.. 4y:gp,, WyN • EXISTING I.rl9vAullp•/ B'-O`MAX.SPAN THIS 'HV WALL HEADER INSTALLATION °(sm c�i 7D°'�= INSTAL ATION IS ONLY VALID RW ^0 OR �! 79? FOR WOOD W/NIN SPECIFIC pat 3t1I 19 colt IIJJ GRAVITY OF O50 AS DOUGIAS. 5 DUGFSQ r.,ia + i NJL6 h IOIi ♦ FIR OR SOUBIGRN PINE No.1, I SEE SHEET 4 FOR TOPICAL STUTTER ASSEMBLY � � OR� OR EQUAL. { - -2 N0uN11NG SECDONS CON BE C00BMED T HV CEILING INSTALLATION NV' 1 t IN TION . Iti NLY WAY TO SUIT ANY INSTALLATION. OpASS ME'4PAGTKN _�...0OR I:s�'♦ I MIN.wwu � I '—(SEE wIN.SEPARATION.TO GtA55 SEPARATOO _ _ EXISTING 17 RYt Mier m�tn < -j TO OLISS ( I "" (SEE SCHEDULE ON:JiEF.T 1) GLASSY f oN sHM t8 F(M2 � [(SEE SCHEDULE I 1 1 CXt5T;Nw�� I EtAECSCD a'yT� ION SHEET /1) t I 1 1 I ''ANCHOR I I 1 I ` EXISTING 1 �rL WW LOCATION .p� #10x3/4"HEX CLASS I 2'x6"MIN.WOODFlNISH/ t/a"„t a Y/6 'kitI. --.—WASHER HEAD TEK , (ECK REOt11RED SCREW$ NOWED)2'x6'MIN,WDOD _, _ ALLOWED)_ _L.t FlNISH ALLOWED) 2 _ /_EDGE � _.-- _ .. F.OGE OF DECK " .. EDGE OF DECK — -" - I. L Cpa_E 1F APPUCABLE - APPLICABLE __4'a20x3/4S.S. = DECK tF. ..i f ,tI 1. I iI 1 ' 1/4"9 ThPCON OR M • HILLJPS TRUSS HF1D ^2 _.._-APCON WITH ADVANCED I wACHINE SCREWS ^— '- I/4">a TAPCON OR IAPCON WR'H ADVANC .4"CDNi. THRFJ,DFORM 7ECHNt)LOOY W I a'-20-NUTS � THREADFORM TECHNOLOGY W/1 1/2'Mn TiL-SILL PLATE I / / 1/4'a TAPCON OR TAPCON WITH ADVANCED THREADFORtd— 2'FJIN.-`--^ AENETRATION OF THREADED I +� ,} W/ 1 1�2`idin.PENLlRAT10N O 12"O.C,AREA TO TECHNOLOGY W/ 1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE. ---I REQ D �f Lt EXISLiNG WOODEADER. AREA TO EXISPNC WORD FiFADFR.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) _ O Hy WALK iNSTALLATiQN _ --- t (SEE SCHEDULE ON SHEET 15) ♦SEE U T .Oi USE FOR - - C.HV WALL SILL INSTALLATION ' . : a :s OW HV FLOOR. INSTALLATION. -_ FLORIDA BUILDING CODE Non High Yalocit Hurri.cone Zone stir,! •.: ! 02017 TILiECO,:MC 02017 EASTERN 14ETAL SUPPLY,ANC. `�c;nisi ••�,_` BERTHA ■ BERT AH TM AccordionShutte Sy stemAS,S,A. HV 3uCE 1 W/CR W/0 H.V.WANDUM fiJLDE s yam, American :Shutter Systems REV.N. xscRl oN DATE DRAWN EY: La i1LLR TESTING & ENGINEERING COMPANY C/Y Association, Inc. 1 OLD 15-685 7/27 1 DwM 07/27/17 a355,MIl.361n.:El,St&M5 VAGINA GARDDG.FLG9W 3316 .. I ". t 4268 Westroods Drive 2 1 vnoa,a:(3D5�7t-)s3o Fox.:(3O5)871-Isa1 DRAWING No f mca:IlTecoOeo.x xn West Palm Beach, FL 33407 s 1 �/ s��Alpl �`'' EB-DW67tB 4 WALTER A.TP UT Jr.P.E. .TLORUA ue:A 4{767 5 SHEET... P.E. SEAL/SIGNATURE/DATE a 17 F 20 END INSTALLATIONS i� HV BLADE OR dA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS sllms3a11 WCDO � '.. X .. :SNOB REn•C. •Dap:SNOB 1l1 vicar+ _ l_ _ / / / • / "'�i•t4N. (�La FPP11Ct8LE7 I r ! � 1 vrmo s1aC5. !EmJ.f�itt! M i / I /` -•..)11` �/ (AS PF011eneu) OR•!C l tNNE,1EtTnYI i Y:TD 1 W Cx N,Y.cuss !p i Eusn 10 b1Ass' ;,'` /:,i I r rxlsTenc.euss --� i ` c7asrel:c1Ass R 0 4F- My PITFPJO. '-"_ ro.cua(mil i/a•Yw:caz-� ro vRst� s0"a W 4EET - :1/16'.J•614K. ,1 �&/aA, A'4fA/l ar D PLrxoao' IM. 1 FOR No ,1 FaTll/XEiU/.'o - -^� .WIl"1 ,/Y'MRI Cox Qf 5M�T 19 5tlt II iM C1.1�Axa I a �a roa i avw w a pow , a aEs67 a iyl wua,_/ i an slur w 1- . 7''' a:'cr-+:d�A °9Aos01 e,rai 8F0l911`iR O�F .,:1. PIATE.:(LOCRE ` � ---_ " moo) I - - - 1 .d,'tl1 Y•W ,J (fal1/2•S.Y.S J IN FmiG4aA1.1'.1 BA,z' S.ILiOR ---�J' -y ((!ON-16 MtOfj Fi Mt.l7PR j WLFT,'QC FT ;t SM 'I OR®' 1 S'UE�crauwCcnroi UOR Ali . i1 WE TO TPAWI OR)3' To laru s _d. SWE CONRE°m J -t3�ts}� sd-75 t�• SCE aETx z ro -^�^� TO Tana c ti- e.7)6.Q- �C7/•�r-�•�•13- S'�•h3-�C�-rJ•f?- C•��C�•i�-G�•�Ca Ea•�a't3•f3•:r4�•- ®i?a�'•4�°Cf. ce)•C�-o�•C#�!I�'i� END CONNECTION DETAIL 1) END CONNECTION DETAIL J AND CONNECTION DETA� J .MO CONNECTION DETAIL - ensDuc . I.swain Imtr rMsri�s carsTE¢?nwr Tz-c _piss. 2'%4'YN MbaD 1/4'0 Th'Ca.l N COP i/�'/T.Pt /llbgF3- /,Oil/Y S.u.4. .61-R20n -W/1,,-x•W, a/1,)P•.yq\. E)OSalY.,dls9 f'vualaFna�o u-o.e. rENErRA row o,Y Mc` \ ♦ SEE LIMITATIONS OF USE FOR L.._.-_2_. .— _ ,. �. ..r `1 ,/x•MN. wxou[ct s47 �' •14 GLADE,to ON SHEET 19 ,m swiwri-r+ • „rrlt aFtt`i17tio l./ __ ` I vl atET,u raR •.•� Tawa(sx' i j /- 5 s/n�•De� �_ ___.._ I 1 O 9 I / L I t ! /�Ii` '� / (a0F C9•CU Q-Q-�S- `T w mnn SiuDS Sn �4�REOL. FMhN •� fi7•.'L3"V' - CLAN 0 77j 6�'.C;^-r�'�' C��3a t�"r§-G•4' ,�.Qa'=4"4-a'�,4�•C� RETAIL X FND CONNECT M,DETAIL END CONNECTION DETAIL. - - — - - — ,,,r/��y��ys_ FLORIDA BUILDING CODE MOP High Velocity Hurricane Zone 02017 TILTECO,INC. C 2017 C4STEAN METAL SUPPLY,INC. BERTHA.ll.VTm A S Accordion Shutter System L E c o ��o. ■ r FLV,f3tADE:#1 Wj OR W/O RV.NWNDOW 61ADE American Shutter Systems ,N. DESCRIPTION Dore -DRAWN en LC. TILUT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/1 pAiE 07/27/17 . 6353 N-W-36a1I st,5t...aO4 V&Gww ONiOTDIS•rtORoF 33!e 426$ 1Vestrocds�Ldisve 2- I, Plane:(3D5)671-r53O Fax:(305)e71-r531 .. DRAWING No <(, a mat:umecoono}.00m West-Polm Beach, FL 33407 ....3 . 7- L 7VP.� ..••' 1 • Ce-DO07r9 WA1ERA TILLIT,11 P.C.sAL G : RCRDA lt.1 44167 SHEET P.E. SA/SIGNATURE/DATE 6 18OF 20 :uuRMM:AND C-MONS 2E USF BED#!_ A G . C— M ... ` .. '. -1.MW AS:O.DESIGN PRESSURE RATING:+110.._'110 p.s.T. .. .." - .. .. 2.YAK SHUTTER:SPAN:96' 3;ALLOWED MWNBNGS:A.0,'0&H ON SHEETS 6.7;AS WELL AS MOUNTINGS AI:0.T,U&W ON SHEETS 16.&'.'77. r '" 41 Sa }�ONLY CEMTERNA7ES Qt �2(80TH W/�4 OR ARE ALLOWED WITH Q1 n (1�,'ARRA S IN A�SYHMITHICAL OR OPPO$fNG LA�6U7.IN CASE OF OPPOSING >�w`tdjw N UT, S MLIST:BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTER E. TYP,EA:END- • • ♦ I: A '• J '5._(A)HV WINDOW BLADE 8 wIL ONLY ALLOW A MAXIMUM OF 5"OPENINGS (3'O HOLES)FOR(B PER,BLADE AT SPACINGS SHOWN;ON SHEET 4. r i MAX.VC.5 WINDOWS �( _� .(6).MIN,CLEARANCE.FROM TOP OR BOTTOM:EDGE OF HV WINDOW.BLADE.(9 '• ♦ J J + OF.ANY�3'e HOLE FOR U4.SHALL BE 12-. VVANDOWBIAriE(& ' WI OR "BLADE COMING OUT FROM STAMENS AT ENDS MAY BE FA' WI� N0OW 0W BLADE 1 z ♦ ♦ r • J '(0)NV WINDOW BIAOE,Q.MUST BE USED ALTERNATE TO.A 5010.FN BLADE lO A I THROUGHOUT SHUTTER'S WIDTH. ♦ .J .� �_ I f J J.. 7:qg 4: f Ea I AT"M 3 �OFW THEN E R(S'(AufD AtLUICENT TO a SOLID FN SEE ENO (F)POLYCARSOMTE HV WINDOW 19{.SHALL BE INSTALLED SO TABS FACE .CONNECTION r v - .>r Y .� j p 'THE'INTERIOR'OF THE OPENING BE=PROTECTED.HV'WiTIDOW�WSf BE DETAILS ON SHEETS�.•" 85 ITDNLY INSTALLED AND LOCKED USING AHV SETTING TOOL"PROVIDED BY ASSA -TO.&is TYP. FULL HEIGHT. 6,SEE ANCHOR SPACING SCHEDNLE.FOR INSTALLATIONS INTO WOOD.FRAME 1) Q .I -2�e YP P :.y ,1, 'BUILDINGS ON SHEET 15:AS LIMITED BY SPAN AND DEfl lQAO(SEE NOTES _ 3 '1 &2 ABOVE). C 7.SEE ANCHOR.SPACING SCHEDULE FOR,NSTALLATIONS INTO POURED 1 ,I CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY I SPAN AND DESIGN LOAD(SEE NOTES'1 &2 ABOVE). (SEE PLAN,FOR REQUIREMENTS). 'J 8.MINIMUM SEPARATON TO GLASS SCHEDULE.PER ASTM E-1996: D H ,,rrc1._tI W ' �6R o4 6 7 VAND ZONE MINIMUM,SEPARATION TO'CLASS (SE TOP&"BOTTOM L y�} J� ... _—.. .....--- iNNLIMITED WIDTH--- __.. ___�y — .._ Y MftU 3 1' );LEMION MR SMATATICN TO GLASS EXISTING GLASS (SEE SL'A@DULIZ ON SHEET 11 MR BLADE CO 4 6.25' ` MO ON IRS 94M;FOR F➢pDS(T)&-�A 1 VENTERMIMS f\ f I 4 ABOVE) 'tJJ CRL�NTERMATES.'vN C. W/O. 5}(SEE N"f1TE'4 ABOVE) pD''AN TYPICAL OD HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE tiA` SHUTTER* --- A T ``•_ FLOWA BUILDING CODE(Non. High Velocity Hurricane Zone d�y� ' i�tfp[ ✓�: 02017 TLTE00,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA A. :S' � Accordion Shutter System c m E C V I N C MY. BtAOE##1 W/OR W/0 H.Y W DOW H/# TILLIT TESTING &ENGINEERING COMPANY /hmaflQOfl S1lutter 'Systems .:N IPT Ev ..DEsERwN OAit D RAWN BY: .LG. ASSOCIONOEI Inc. fi 6355 N.w,36LR SL,61-M5.VWSNN GARDENS.FLORO 331 . I - OLD I5-085 7/2 7J 11 IlATE: 07/27/17 :(S05)67,-1830_Fo.:{305)871-IS31 4268.Westroods Drive 2 -�^ N•�Q ,d -di:t6taoeod.ccm ,1 , DRAWING No. y \V`A�DA EB-POD67,9 V'lest Pdm,aeach FL $34D7 s WALTER A.TiCLIr:Jr. P.E. 4 '1:7:-1:67 'j FLORIDA LL..f':44167 - " P.E. SEAL/S1QNATURE/DATE" 9 SHtETOF 20 INSTALLATIONS W/' -HV BLADE & HV CENTERMATES .e 7.x 1/2 O D35 TRICK .-Al n. VARIES. 2 OOD Max.F- ASTN A 657 GRADE 40 2'►fax. �� , LFn.C-BO GALY.5fEEL' METAL STUD„T:19•A.G- �.' r .gib .-f'1 INl'0 METAL STUD WALLS * i(:1}-G83 r- -- 1/2• 475^ 1 f 4"0 NOMINAL ALUMINUM SLEEVE t4 3/4 i 6 1%4'x O-OJS-MIC✓11(n: �43c .d3ob , _ 12 .T ---� F013 - QLAO 6G63-T5.ALLOY tour cvv STEEL TRACK c aw lu ®sac. :O s o c ^.zYITEM INSTALLARON TO METAL STS IU WALLS ASIM A-6S3�GRADE aD un,G-60 ,, SEPARATION TO GLASS S SCHEDULE GALVANIi:EO FASTENED TO SNOS I w/'(2)/6x1%2'TIX'SCREWS ON EIUSDNG FINISH 3'9 1, MAX A:S D DESIGN PRESSURE RATING: +75, - 75 (psf) j1TTETiIDR&'Ex1EMM FACE AS AtxP1.1C118LE l a 2. MAX. SHUTTER SPAN: 84" MINIMUM .T WIND ZONE SEPARATION i MIN..SEPARATION , " 3.,ALLOWED MOUNTING-�M5 ON THIS,SHEET. TO E-1996 TO GLASS 43c LENGTH M 1" EXISTING:CLASS--•1 ?O.GLASS _......... , .. (SEE SCHEDULE) '1 THIRD 3 4 4"0- n T_ d. ONLY ENTERMATE 2i W/ 24 HV.LOCK ARE ALLOWED 1^ � I 70X3 BOLT w WITH 21 ARRANGED A SY METRICAL LAYOUT. MUST PENETRATE e USE OF (2) 3 (6' LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4•x a 1/4'x 0.035'THKx Min.' btSTINc FiRlSH '.1. INCLUDED AT-XTERIOR OR INTERIOR ACCESS SIDE OF t.373"- rAM.GALY.511SL(PACK CT4V1NE7..' CAs APPLICABLE ,, ,, _� CENTERMATE. a� 250. �- -T•O5D ASTM A-6S3 GRACE 40 Min.C-86 ` + . tJLYANTLEO.FASTENm TG STUDS w (2)/6x1/2 TEK SCKVS ON It R10R&EXTERIOR FACE I O 8 0 G1/4 O 6 D.C.D.C.. :s "� /."i3-20 THREADS c W} \ 8 �)!L BLADE SLACK DETAIL'HVF IS ALSO VALID FOR 43 /a"(d ELCO COHSTRUCTIOIV 12 CENTERMATE 21 APPLICATION WITH BLADE Q PRODUCTS FAB-LOK HD "16-x 1 TM A 153 G THIACE W >~A E C 6•, O.C. COMPONENTS Min.ASTM GALV. GRADE 40 2-Ni3x . MI,., sT s AT STEEL ' MS WALL HEADER/SILL INSTALLATION/METAL STUDS AT 16"D.C. Mn .-EXISTING FINISH AS APPLICABLE SCALE: 3/8"- l" (TIP.70P&BOTTOM) _., - _ ' _ -- _ 3/4`x 6 1f4".0.035`WICK min. LXSNG'GLASS CONT.CALV.STEEL TRACK CHANNEL. ------+*�r-+r^-- - .,----e• - -- I - - iASTM A-6B3'GRADE 40,Min:G-60 t •� -". O „ I , . , �-----^'�'� i CALVANIXEO FASTENED 70 SNDS ' ' SYMMETRYCAL SYMMETRYCAL =I l ✓ W/(2)§6xt/2'TEK SCREWS ON 430 43b 1 i, I " MINTO GLASS CE SEPARATION VARIES I INTERIOR k EXTERIOR FACE NTERMATES W1 I. CENTERMATES , .. (SEE SCHEDULE) McIx.EXERIOR ACCESS SIDE INTERIOR SI I - A0-- -------------------------- --- -- ---- --------------------- ----- _- ----------;-= --------- ----=- ---- --I -------=----_ r. r (TM"') IN 3 (e"Mtn.) IN 4 _ - - = 12 -----=----------- ------ ------=--- - - _ + - - - -- - - - - 1 21 21 21 ----- I LocAT 2 AT 12 HV HEADER/ILL END S S l VIEW Y (TVPJ 3 (5"Mfn•) SIDE CONNECTION TO TRACK (Cont.), "_._ 6-.1/2 (TYP-) 7r ' .. .7. -...—.6 1/2 MAX.SLACK tktk__.�!, BYA HVB RLADE.SLACK .DETAIL HYF - - - — — �C . FLORIDA BUILDING CODE(lion H.igh..:Velocity Hurricane Zone j'- t 02017 TiLTECO,INC. ©201>EASTERN METAL SUPPLY;.INC. T+ IL E C 0 �N�. ,S■ .�.,■ Accordion Shutter System H.Y, BLADE#1:W/OR W/O:H.Y.WINDIX MADE American Shutter Sy stehts TILLIT TESTING•& ENGINEERING COMPANY tY N, L0 DESCRUIM DATE DRAWN BY: 'L.C_ 8365 fI.M.J 6N.R 'Ra J03,`ARSPnA JYRD'.7VS;FLlFiu4,:1)1 ASEOcIat$on I Inc. O -i5-085 7/27/1 Dal'Ei O7j27j17 ' QTA1� r»on�:,(aos)a71 1530.Fax;.(30S)a71-1.31 4268 Westrdads Drive 2 1± Li. a mat UttxoOaolecri' DRAWING No te=aaoslle West Polm Beach. FL 33407 3 �s(•`, :..• V. t wALTER A.TiLuT'JT.P:E. 4 17-1.07 �q . FLOR'DA Lk.0:44167 . P E. SEA� 4i Pf DA'TE a SHEET OF 20