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HomeMy WebLinkAboutProduct Approval I i i , L ECO INC. TILLIT TESTING & 'ENGINEERING COMPANY' WALTER A.TILLIT,JR.,P.E. tilteco@ao].com FL 1!E.License N6.44167 FL E.B.License No,0006719 CERTIFICATION OF INDEPENDENCE.; (Rule#61 G20-3) ii Evaluation Report#: 17-0728.01 ! i. Date: July 28, 2017 Product Category: Hurricane Shutters . j . Product Subcategory: Accordions ! i ' Product Name: Bertha HV Accordion Shutter System (H.V. Blade#3 wl or w/o H.V.Window Blade#3)', Submitted By: American Shutter System Association. Ind(A.S.S.A. INC.) 4268 Westroads Drive West.Palm Beach, Florida 33407 i I i, i Dear Sir(Madam): i This is to certify that this Florida Professional Engineer, performing this evaluation does not have not will acquire, a financial interest in any company manufacturing or:distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this;'',bvaluation does not have, nor will acquire, a financial interest in any other entity involved;in the approval process of the produhtplinigI"",' Certlt^,oF lndep c�d�`�ice prepared by Walter A. Tillit,Jr., P.E. (Florida License No. 4 ` 6 ),,Pre id�er�5'ifTil cq, Inc. (Florida EB-0006719). 190. 44167 57 i AL ^.rp�nP9.�ena^ 6355 N.W. 36th Street, Suite 305,Miami, Florida 33166-Phone: (305)'871-1560 Fax: (305) 871-1531 i i /I ILI ECO TILLIT TESTING G ENGINEERING COMPANY; WALTER A.TiLLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 J Fl.E.B.License No.0006719 CERTIFICATION OF INDEPENDENCE'; (Rule#61 G20-3) j II Evaluation Report#: 17-0728.01 Date: July 28, 2017 Product Category: Hurricane Shutters i, Product Subcategory: Accordions i , Product Name: Bertha HV Accordion Shutter System (H.V. Blade#3 w/or w/o H.V.Window Blade#3), Submitted By: American Shutter System Association, Inc!(A.S.S.A. INC.) 4268 Westroads Drive i West Palm Beach, Florida 33407 Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in.any company manufacturing ordistributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this;irvaluation does not have, nor will acquire, a financial interest in any other entity involved in the'�approval process of the produht joe®ao,.r*, Cert ofiI dep rd�' ce prepared by Walter A Tillit, Jr., P.E. (Flondla License No. 441:`�6�')o,.t�re���r(S�f•T1 d32, Inc. (Florida EB-0006719). ; P40. 44167fly MV `°• 4W„070IHAL pPOo� P ,,.yen 4g o�ap s PQ ' 6355 N.W. 36th Street, Suite 305,Miami,Florida 33166-Phone: (305)'87I-1530-Fax: (305) 871-1531 ' I 1I 1 ILI ECO INC. TILLIT TESTING 6 ENGINEERING COWRANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 i FL E.R.License No.0004719 CERTIFICATION OF INDEPENDENCE (Rule#61 G20-3) 'Evaluation Report#: 17-0727.02 Date: July 27, 2017 Product Category: Hurricane Shutters i i Product Subcategory: Accordions Shutter System i, Product Name: Bertha HV Blades 1 and 2-and HV Window Blade 1A Submitted By: American shutter System Assoc. Inc (ASSA) i I Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or'aistributing products for which the reports are being issued. ; This is also to certify that this Florida Professional Engineer performing thisa'evalu,ation does not have, nor will'agquire, a financial interest in any other entity involved in the�approval process of the product. Certificate of Independence prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilt'eco, Inc. (Florida L=B-0006719). d pr 1 1 �s�'ara�neAOpP^ , 6355 N.W. 36th Street, Suite 305, Miami,Florida 33166 -Phone: (305) 871-1530-Fax: (305) 871-1531 /I 1I ECO INC��\- TILLIT TESTING & ENGINEERING'COMPANY WALTER A.TILLIT,JR.,P.E. filteco@aol.cont M RE License No.44167 FL E.B.Licensc No.0006719 CERTIFICATION OF INDEPENDENCE (Rule #61 G20-3) Evaluation Report#: 17-0727.02 Date: July 27, 2017 Product Category: Hurricane.Shutters Product Subcategory: Accordions Shutter System Product Name: Bertha HV Blades 1 and 2 and HV Window Blade 1A Submitted By: American shutter System Assoc, Inc(ASSA) Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufac6ring orldistribulting products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this�evalu'ation does not : have, nor will acquire, a financial interest in any other entity involved in thet6pproval.process of the product. Certificate of Independence prepared by Walter A.Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). .......... A415k:�-� 6355 N.W. 36th Street, Suite 305,Miami,Florida 33166 -Phone: (305)'871-15A -Fax: (305) 871-1531 1/17/2018 Florida Building Code Online ftw�G�BM I r _ BCIS Home Login I User Registration Hot Topics I Submit Surcharge i Stats&Fads Publications l PBC Staff I PCIS Site Map' I Links I Search Florida rProduct Approval cilb USER:Public User N j�6��;mS iu.3J: Product Approval Menu>Product or Application Search>Application List I ' I Search Criteria Refine Search I i i Code Version 2017 FL# i 389 Application Type ALL Product Manufacturer �, ALL Category ALL Subcategory ALL Application Status ALL Compliance Method i'• ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description I ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ! ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL* Tvoe Manufacturer j Valid •e B Status FL38 -R9 Revision American Shutter Systems Association,Inc. i John Henry Kampmann Jr. Approved History Category:Shutters (941)922-3854 Subcategory:Accordion j *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I I I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399'Phone:850•487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement!'d 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 mall 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 emalls 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.detehnine If you are a licensee under Chapter 455,F.S., please dick h@M. . I Product Approval Accepts: Credit Card Safe M i I t9 i.� I ' • f https://www.floridabuilding.org/pr/pr app_Ist.aspx 1/1 GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE#3 W/OR W/O H.V.WINDOW BLADE 03 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS.BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 6th EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8& 18. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS TABLE OF CONTENTS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS S. 6, 7, 8& 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVER STRESSED,A 33 2 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR AREA 1• HV BLADES C7� ANALYSIS. HOWEVER.A WIND LOAD DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH M.V.BLADE 03 W/OR W/O H.V. WINDOW BLADE 03 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE GENERAL NOTES. SHEET 1 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS: SYSTEM COMPONENTS. 1-21 SHEET 2 SYSTEM COMPONENTS. 22-36 SHEET 3 -(DH.V. BLADE 03.00403.01-08 WITH ADDENDUMS 03& ()30. DATED 4/30/14,AS PER PROTOCOLS TAS 201,202& 203 AND ASTM E-330,ASTM E-1886 AND E-1996 STANDARDS(MISSILE TYPICAL SHUTTER ASSEMBLY. SHEET 3A LEVEL D. WIND ZONES 1,2,3&4),0825.01-10(WITH ADDENDUM 62. DATED 4/30/14), 1220.01-10, 1209.01-10& 0422.02-14, AS PER PROTOCOLS TAS-201, TAS 202&TAS-203, LARGE MISSILE. -01 H.V. BLADE 03 WORKING IN UNISON WITH H.V. WINDOW BLADE 03 00829.01-08 WITH ADDENDUM 02, DATED 4/30/14,AS PER PROTOCOLS TAS-201, TAS 202 &TAS-203 AND ASTM E-330,ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D,WIND ZONES 1, 2. 3&4). AREA 2: HV BLADE CID AND HV WINDOW BLADE �1A� (I)H.V. BLADE 03 AND H.V.WINDOW BLADE 03 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE (WHERE APPLICABLE) i8. INDICATED ON SHEET TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS. SHEET 4 2. BERTHA ACCORDION PINS 33,13; 35 OR ALTERNATE i6 SHALL BE AS INDICATED ON SHEETS 3&4, USED AT BLADE'S KNUCKLE.ACCORDION PINS 32 USED AT HV DIRECT MAXIMUM SPAN TABLES. SHEET 5 MOUNT SHALL BE AS INDICATED ON SHEET 3. PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 6 PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH ANCHOR SCHEDULE- CONCRETE& BLOCK. SHEET 7 AMERICAN SHUTTER SYSTEMS ASSOCIATION. ANCHOR SCHEDULE- WOOD SHEET 8 INSTALLATION DETAILS 1-6 -CONCRETE&BLOCK SHEET 9 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8063-T6 ALLOY AND TEMPER, WITH FY- 27.1 ksi MINIMUM (UNLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9 -CONCRETE&BLOCK SHEET 10 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 1D -METAL STUD SHEET 10A BUILDING CODE WITH 50 ks,YIELD STRENGTH AND 90 ksi.TENSILE STRENGTH. - INST. DETAILS W/FIV CENTERMATES®&® SHEET 11 S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ks;MINIMUM YIELD STRENGTH. INST. DETAILS W/HV•Y LOCK CENTERMATES & 09 SHEET 12 6. SEE SHEETS 6&B FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. - INST. DETAILS W/HD CENTERMATES®,®& SHEET 12 END CONNECTION DETAILS 1-6-CONCRETE&BLOCK SHEET 13 7.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06779582. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT INSTALLATION DETAILS 1W-6W-WOOD SHEET 14 05458179 ISSUED TO EASTERN METAL SUPPLY, INC. INSTALLATION DETAILS 7W-10W-WOOD SHEET 15 B. 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 ENO CONNECTION DETAILS 1-6-WOOD SHEET 16 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3: HV WINDOW.BLADE IQA ONLY 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 17 PROPERLY CLOSE All CENTERMATES.AND ENGAGE OR.LOCK ALL LOCKS. TYPICAL SHUTTER ELEVATION SHEET 18 10. SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON.A READILY VISIBLE LOCATION S ACCORDION SHUTTER E ACCORDANCE WITH SECTION 1709.9.3-OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9,2 OF THE FLORIDA BUILDING CODE. 11. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V.BLADE 03 W/OR W/O H.V. WINDOW BLADE 03 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ' ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (o)THIS P.E.D.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-SELECTIONS PURCHASE-AND INSTALLATION-INCLUDING-LIFE-SAFETY OF-THIS PRODUCT,.BASED ON-THIS P.E.D.,-PROVIDED.HE/SHE __. _ ____ __[_OBTAIN DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. - THIS--DRAWING--SHALL'ONLY--BE- USED-TO- - -- - - (C)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. . PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH 1WLL 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_____Y SUBMIT TO THIS LITTER THE SITE SPECIFIC DRAWINGS_EOR_REVIEW. 4,t� _ _ (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OFopEIVWREeSS 4 ENGINEER OF RECORD THAT PREPARED IT. oF' VE. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 'V\V Nve, ✓� 02017 TILTECO,INC. - - ®2017 EASTERN METAL SUPPLY,-INC. f F BERTHA HVTM 0 ¢ ASSA ' Accordion Shutter System y I L ECO N C. . . . • H V. BADE W/OR W/0 HV.\MMM BADE '['�tQ els TILLIT TESTING & ENGINEERING COMPANY - AFT19fiCCn $hUH6F $ySt®MS REV.No DESCRIPTION DATE DRAWN BY.-L.C. ',�pP;MVV 11 6755 t1.W.3Gth.54 Sb.303.1fiRWNLO ONCEHS.iTAR�9A 7716 Association, Inc. 1 OLD 15-086 7/26/1 DATE:07/28/17 a_ Phone:(305)871-1530.F..:(305)871-1531 4268 Westroods Drive 2 /01VAL tiN a-mol:t1i...G.O.eom West Palm Beach, FL 33407 3 DRAWING No EB-0006719 4 17-108 V/ALTER A TILLD Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U.If 44167 5 SHEET 6 1 OF 18 .25 --1 r c t-1.917' 1.917 t�-_ THUMBRARN 12'MIN. MIN CYLINDER OR 1.- - i I KEY CYLINDER Y214" v .Sd5' ;1575I ob 0.675"Min. 1 .125•Mo.. v .375'•509' m n �oo m 2g 12"LOCKING ROD Q 6® 6"LOCKING ROD Q 22 HD CENTERMATE 23 HD CENTERMATE 24 HD CENTERMATE'S I ° I . ° o QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV W/LOCKING ROD' W/NO LOCKING ROD INSERT J .604" n BLADE Cl• BLADE 01 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV I _ BLADE 01 BLADE 111 BLADE 01 726 ,126�91 INSTALLATION WILL REQUIRE A 16"FIOLE DRILLED AT TRACKS FOR PROPER 1.5 'Min. CYLINDER EMBEDMENT 1.78"Max. BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. f+/2^ -1 1.130•I- QUALIFIED FOR USE VJ/ HVs.s�1RAc1S -BLADE 01 0.324•r, 7/ .475't� .475''Q ` o � NYLON tMOtt WHEEL 500'0 M.-1- -' aL-,37s•e 8 oB�O �'r' ELEVATION A .720'P 27 HV 1/4"0-20 AISI 304 SERIES 7®HV 318"0.16 ACETAL 28 HV LONG RECESSED 29 HV SHORT RECESSED &!_v NYLON HAT 31 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AISI 302-303 SERIES QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE u BLADE O7 .365°9 .3650 .400'o .365-o n .500'0 I n n 0.204-p- .163.0 .1s3• � � s o COMPONENTS If _ (CONTINUED) N.T.S 'g U 3P HV DIRECT 33 HV PIN(a?BLADE 34 HV PIN 3+ 35 HV PIN MALE KNUCKLE - -36 ALTERNATE PIN- MOUNT PIN ----- O O a) 13 to 16 . 22 . 23 . O Q BLADE& 0 3+ #14-14x1 3/4" W/ #8 HD, #10 18"x2 3/4" W/ J/8 HD, X10-18"x2 3/4" 1Y/ //8 HD, ' _ W/ HV HD MARKING VJ/ W/ HV HD MARKING W/ #14-14"x2 3/4"W/ #8 HD, #10-18"x3" W/ #8 HD, —_--- - - - -:W/-HV-HD-MARKING--- - - ----Dp.CROSHIELD COATING--- --_ --1ACROSHIELD-COATING---__-- -W/-HV-HD-MARKING-W/--__- _ -____-W/-"4' HD_LARKING._W/ --(SEE DETAIL-X;-SHEETS 13•&- - -- -- - -- -- - _ - - _ - - - - - _ —_------ ----- - - - - - --- ---- - OkdROSH ELD COATING - _ - DACRQSHIE D COATING _ i 6) VJ/ DACROSHIELD COATING A�AA�pAiii�i A' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \\\\\ �',�,10ENSF•,.��` 02017 TILTECO.INC. _ `- - ®2017 EASTERN METAL SUPPLY. INC. e _ BERTHA HIF A■S■S.A. L E C O N Accordion Shutter System y4l N.V. BLADE W OR W/0 KV.1MNDOW .ADE#3 , ;' American Shutter System, REV.No DESCRIPTION DATE DRAWN BV:LC. \\\ TILLIT TESTING & ENGINEERING COMPANY 0, _"� 675 tLW.380.SL S e.304,NRG AA oAROENs,FLCRDA 371 Association. Inc. + OLD 15-036 7/28/+ DATE:07/28/17 Phone;(305)671-1530.Fox;(305)871-1531 4268 Westroods Drive 2 DRAWING No ONAL�N a reel 10-0cro1— West Palm Beach, FL 33407 3 17- . 08 EB-0006719 ��/x„ •.r WALTER A.TILUT Jr.P.E. 4 P.E. LORIDA Uo.§44167 5 SHEET .E. SEAL/SIGNATURE/DATE 6 3 OF IS I ® II 8 29 OR 9 II II II II II II III III III III III III III III JI I I;I� 1!I �© 1!I I, JAI I,I I I 1 EXTERIOR EXTERIOR EXTERIOR EXTERIOR ©-\ I II U iI 11111, II 1 III OO III III O� III III OO III III Q® III I I I ASSEMBLY ATS. ASSEMBLY IN BETWEEN 31 . ASSEMBLY AT 61). ASSEMBLY IN BETWEEN31 • (@GO EVERY OTHER INTERIOR KNUCKLE) (©,GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 24' LONG NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED SCALEt 1/4•v,• -- -- ----- - - - -- -- - - "-- -"--- ----SCALE:",/4 `.,----------''"--- *THE HV PINS & BUSHINGS ARE PRE-ASSEMBLED. TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275" O.D. x 0.130" I.D. x D.072"THK. RUBBER - - - -RMG IS-PLACED-O'JER THE;END-OFTP.E SCREW,-7HE- I-:G'IS=CEFT ONrTHE-PLN'WHEN-INSTALLED-IA?O-THE-KNUCKIE'S SCREW-130 SS. - — — - - 11lj1°FFLORIDA BUILDING CODE (Non High Velocity Hu�rriicTane Zone) \\\,,``'�aP'.............. CES020171LTEC0,IN ® C. 2017 BERTHAASUHLr M TL E C O N c. A■S■�'■A■ Accordion Shutter System ' H.V. BLADE0 W/OR W 0 H.V. WNDw MKIE . American Shutter Sy3}emS RM No DESCRIP710N DATE DMVM BY:LC. TIWT TESTING k ENGINEERING COMPANY •• F • \\ 8355 N.W.36th 54 Ste.305.MCPA OAROPNS.rtCFWA 331 Association, inc. 1 OLD I5-096 ]/2B/i DATE:07/28/17 '(t`•• ' L\ Ph.. :(305)871-1530.Fa::(305)871-1531 4268 Westroods Drive 2 DRAWING No L E��'� 1''1 o m EB u0006719 Dom West Palm Beach, FL 33407 3 17 -108 1O$ WALTER&TRLR Jr.P.E. 4 P.E. SEAL�SIGNATURE/DATE FLORaa U.g 44167 s SHEET 6 3A OF 18 , 3 s 7 ' Rte, NOTES ON HV" HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS W/ HV T BLADE i, - �p© 13 13 * APPLICATION W/ HV LOCKS AND CENTERMATES: 10 \ 1.NANDITORY CONDITION stt ONE HV LOCK iS or i1�or 17 SHALL BE USED AT 1/2 Or SHUTTER SPAN FOR ANY 131 ' OR@.19,0421 1C3+@ f 0 SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 156',AND FOR INSTALLATIONS AT ANY 1211 11 11 ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK L ar 16)or Q MAY BE USED AS AN INSIDE OR o r�io.CwP a o 12 OUTSIDE LOCK,ATTACHED TO(13'or ig CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF 1 Cs m LOCK SHAD.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS Q61 W/7)AND®7 IS COMPLETELY OPTIONAL 15 15 02-oA@-@5a 2. MANDATORY CONDITION 02 FOR INsTA tATioNs IMO wrrAL snips- ONE HV LOCK t11�'or 1 or 17 SHALL BE SHUTTER SPANo 16 m 1j USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE 18 18 �TO 158',AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK 15 or ON SHEET 5) (:6)or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO d or @ CENTERMATES W/ (2) 1/4'-20 x 14 14 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®YV/Z7 OR Ca TOP AND BOTTOM IS COMPLETELY MANDATORY. 16 0 1/2 OF SHUTTER SPAN o � ,6 FOR INSTALLATIONS W/ I 3.MANDATORY ODNDRIDN +3 FOR KEYSTONE YOUNiING INc*IL!TIONc• ONE HV LOCK 15 or 16 or 17 SHALL BE Vl (1)HV OR HD LOCKS OR � MAY BE INSTALLED 12'ABOVE I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ! 1 OR.BELOW MIDSPAN OF TO 86', AND FOR INSTALLATIONS AT ANY ELEVATION. FIV LOCK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR I I SHUTTER. OUTSIDE LOCK.ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 26A W/27 r OR 27A TOP AND BOTTOM IS COMPLETELY MANDATORY. 4. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV SEE END u LOCKS 16, 17 OR i�S'MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 10, CONNECTION OR 14 SHALL BE AS INDICATED ON NOTE(1)ABOVE. DETAILS ON 2 4 5 6 8 9 V p i LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. SHEETS-10, 13& 16 THP. FULLi °� B i 02 oROoR 6 7 oR$ HEIGHT. * APPLICATION W/ HV "T" LOCKS AND CENTERMATES• ® (a)OR® O�+OO OR $ OR Qj 1. SECOND ALTTANATE TO MANDATORY COKDTDON�1 VALID OALL NLY FOR T1V'T'LOCK.�,.AND CENTERMATTS t�:AND;o.- OF CENTERMATES ON ANY ELEVATION. LTERNATECLOCK 2`L�j`YBE MAY BE USED AS AN LER LOCKS FOR ANY SPAN AND INSIDE R OUTSIDE LOCK. ATTACHMENT OF LOCK If- UNLIMITEDN A7 WID^7 INCLUDES USING 'J'CLIP FU,AS SHOWN ON SECTION 15, SHEET 12, WHICH MUST BE CONNECTED TO CENTERMATES I(13 AND @%V/ 1/4' 0-20x1"S.S.M.S. INTO A 1/4'0 K5/11"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ilb or WW TOP AND BOTTOM IS MANDATORY. TYPICAL 1 H.V. BLADE #3 SHUTTER ELEVATION * APPLICATION W/ HO LOCKS & CENTERMATES: N.T.S. 1.THMD ALTERNATE TO MANDATORY OOS4DITION 4 1 VALID FOR NO LOC(4%INI(2)No CMIRMA7ES Fia OR an SEE UI.X ATIONS OF USE FOR BLADE,IA ON SHEET 18. CITE ALI ITRmAT • E TIDLOCK C5 MAYBE USED IN UEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK QS MAY BE USED!S AN INSIDE.OR,OUTSIDE LOCK.ATTACHMENT OF HD LOCK 2`5 TO IS W/ (3) �8 x 3/8"F.H:S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT-2@-AS-SHOWN-ON-SECTION-18;-SHEET-12:LOCK MAY BE - - - INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS n.,,e)IS COMPLETELY OPTIONAL A. ' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ,A �j� •••• ��� - -- 0 2017 EASTERN-METAL SUPPLY,INC. L�G�ENSF• = ®2077 TILTECO,INC. BERTHA HVT'" A S S A Accordion Shutter System 1—ME7-7o ,,,. ■ * ; H.V. BLADE{Li W OR W/0 FXV.NINDOW MADE#3 Z7 TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION DATE DRA1w1'BY:L.C. Off•,,F(namA;•���.AA 8755 tLW.]6th.6L,Sb.JOS NRGNN GARDENS,ROR°A 3316 ASSOCTOtiOnA Inc. t OLD 15 a66 7/28/1DATE:07/ze/n Phone (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No S' MALE \�A•,t c-mall:tlltee5719 oom 17-108 _ �8 0. ��•, EB- 5719 West Polm Beach, FL 33407 a WALTER A.T01rt Jr.P.E. r� ..s r'••• , FLORIDA Ue.#44167 5 SHEET P.E. SEAL�SIGNATURE/DATE 6 4 OF 18 NOTES, MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) (1)LL+:MAXIMUM ALLOWABLE SPAM FOR A GM POSITIVE ASM.DESIGN PRESSURE FOR INSTALLATIONS W/ 1Q HV BLADE. A FOR INSTALLATIONS W/ Q1 HV BLADE. A RATING . UM ALLOWABLE SPAN FOR A CNEN NEGATIVE A.S.D.DESIGN PRESSURE (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNDNGS(TOP/BOROM)OR POURED CONCRETE,CONCRETE BLOCK t FLOGR/CEIUNC: MAXIMUM FOR METAL STUD IN INSTALLATIONS ■ AND WOOD INSTALLATIONS !� MAXIMUM GAIN A POSITIVE A.S.D.DESIGN PRESSURE RATING,DETERMINE MAXIMUM SPAN Z+' A.S.D. FROM SCHEDULES. A.S.D. FLOORTCEIUNG PRESSURE FLOOR/CEILING GIVEN A NEWTIVE AS.D.DESIGN PRESSVflE RATING,OEfpiMPiE MAI SPAN-L-- RATING ' PRATING WALL MOUNTING MOUNTING MIN,SEPARATION TO GLASS RATING WALL MOUNTING MOUNTING MIN.SEPARATION TO GLASS FROM Sn1EDULES. RATING (PSQ (pSQ wTNDmYe4 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN Y.INDLONE4 (i Dr.) + + 1YJNLCNEG BETWEEN 1+•AND'L—•. (+0f-) L(FT) L-(FT) L+(FT) L:TT) rve+ozoN=_s rwwae twv L(FT) C(FF) L(FT) C(FT) 1.xa� wav CEINEIM•ATE 00.4'-A (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BEMEEN WALL 35 12'-7" 1 13'-W 1Z-T' IT-0" 1" 411/16" 512" 64 T-O" 7'-0" 1" 13 7/16" 51/8^ MOUNTINGS w/FLOOR/CmmG MOUNTINGS: 40 iv-iv, 12'-3" 11'-10" 12'-3" 1" 4 11/16" 5 12^ FORA GIVEN POSITIVE A.S.D.DESIGN PRESSURE RATING: 45 -11'-9" 111-111, 11-91 11'-11" LI+:DEFEJAX. 1" 4 11/18" $12" I LO+=IIx.SPAN Fon WALL MOIONTING INSTAL1AnON5. 50 11-5" 11--g- Ii.-S. 11'-6" 1" 411/16" 512" 72 6'-T' 6-T' Lz+�MAX.SPAN FOR ILDOR/CVUNG MOUNTING INSTALLATIONS 1" 3 7116" 5 1!8" 55 11'-4" 111-41 11'-4" IT-4" 1" 4 11/16^ $12" FOR A GIVEN NEGATIVE ASD.DESIGN PRESSURE RATING: 60 10'-6" 10'-6" 10'-6" 10'-6" 1" DETERMNE: 4 11116" 512" LI—=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 65 V-all V-161 8'-8" a-8" 1" 3 5/8" 5 1B" r.SEE SECTION 10 ON SHEET 10A Lx MAX.SPAN FOR FLDOR/COUNG MOUNTING INUALLAIONS. 70 8'-3" 8'-3" 8'-3" 8'-3" 1" 3 518" 5 1!8" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 1O+',YT+", 75 T-9' T-9" 7-9' T-9" V 3 5/8" 5118" 'L1=AND 92—• 80 T-3" T-3" T-3" T-3'.' 1" 1 3 5/9' 51/8" (4)GO TO ANCHOR SCHEDULE ON SHEETS 6&7 FOR CONCRETE AND BLOCK,SHEET 8 85 6'-10° 6'-10" 6'-10" 6'-10" 1" 3 5/8" 51/9, FOR WOOD AND TO SECTION ON SHEET 10 FOR KEYSTONE MOUNTINGS AND SHEET IDA FOR METAL STUDS WITH FINAL"AXMNM ALLOWABLE SPAN AND NEGATIVE DESIGN 90 5'-7" 5'-T' 5'-7" V-7" 1" 3 518" 51/8" LOAD TO DETERMINE MA]LIUM ANCHOR SPACING 95 s-S' I 5'-6" S-6" 5'-6" 1" 3518" 510' (5)MINIMUM SEPARATION TO CWS SHALL BE THE GREATEST MEASURED FROM EITHER 100 6-5" I 5'-5" 5'-5- 1.1 5'-5" 3 5/8" 51/6" REAR OF KNUCKLES OR REAR OF LOCKS CENLERMATES AS APPLICABLE)TO GLASS, 105 5'-3" 1 5'-3" 5'-3" 5'-3" 1" 35/8" $WWI VIAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) FO 110 6-2^ 1 V-z^ 5'-2" 1 5'-2" 1" 35/6" 51/4" INSTALLATIONS W/(j) & f� *HV BLADES. A D INSTALLATION LEGEND APPLICABLE FOR C17 HV AND RA HV BLADES POURED CONCRETE,CONCRETE BLOCK UBSTRATES CONCRETE & t EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR "L—"AND METAL STUD WOOD MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO MAXIMUM AND WOOD INSTALLATIONS MOUNTINGS . MASONRY A.S.D. CONCRETE OR CONCRETE BLOCK SHALL BE UMITED AS FOLLOWS: RESSURE FLOOR/CEILING 1— CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO RATING UVALLMOUNTING MOUNTING MIN.SEPARATION TO GLASS WALL 1, 2, 3, 1W, 3V1, 4W 4, $ & 9 10 71'1, 9W & 1OW +64,-72 p.s.T. AND 7'-6" SPAN, SEE SECTION 9 OIJ (��) + v.AVLc�e w,NDzo:IE4 SHEET 10. L(FT) L-(F"ry L+(Fry L-(FT) I.2a3 �1Q'"C'aE GLQRERNATE FLOOR/CEILING 6, 7 & 8 --- 2W, 3W, 6W 55 9'-6' 1 9'-6" 9'-6" 9'-6" 1" 43/8 4114" & 8W 4 EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L—" 62 81-111, 8'-11" 8`-11" 1 8,-11" 1" 4 318"1 4 1/47, AND MAXIMUMA.S.D. DESIGN PRESSURE RATING FOR •SEE UMFTAnONS OF USE FOR - -INSTALLATIONS-INTO WOOD—SHALL BE-LIMITED-AS.,FOLLOWS:-__ _ _ ___ _ _ _- _ BLADE to ON SHEET 18. 1— CONNECTIONS TO PLYWOOD LIMITED TO t62 ps.f. AND 8'-11" SPAN, SEE SECTION SW ON SHEET 14. 2— CONNECTIONS TO HOLLOW CEILING LIMITED TO ±62 p.s.f. AND 8•-0" SPAN, SEE SECTION 2W ON SHEET 14. ML FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone A` te— 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. ,L �\•:LL.;�E•. °`C AJ� A S S A BERTHA HVT'" Accordion Shutter System H.V. BLADE#3 W -0R w 0 H.V..WINDOW BLADE#3 g TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems TLV.No DESCRIPTION DATE DRAWN BY:L.C. * Association. Inc. I OLD 15-086 7 Q 6355 N.W.3EA.SL.Sle.305,VWGINIA GARDENS.FLOROA 3316 /28/I GATE:07/26/17 A� Phone:(305)871-1570.Toa:(305)871-1531 4268 Westroads Drive x _ 1ORIO . 6 1A -61:lillocaOao.ernn DRAWING No o"•�'•F � TL EB-000671E West Palm Beach, FL 33407 s ,17_,108 ��aa I11 WALTER A.TILUT Jr.P.E. 4 IP.E' Lg�1��4AFUE���DATE FLOPJDA Uc.f 44167 s SHEET B 5 OF 18 ANCHORS SPACING EEMM *SPECIFICATIONS ON.ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES - MAXIMUM ANCHOR 4UTT ' SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHER 1. _-W/�A�rAFom R`�oaF9e TMta= ANCHORS To waLL SHALL BE As FouaWs: SVT SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING (A)-To EXISTING POURED CONCRETE: ALL POINTS soap AP -1/4b TAPCON OR TAFC04 W/ADVANCED THA .RF ORM TECHNOLOGY,AS MANUFACTURED BY LT.W.8unUa L(loin.Vc=3 la1): ewe TAP WITH CAP -- MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS _1/4"o x 3/4' L POINTS scup-sEr ANcHoRs As asmeuw BY ALL Pa'ms scREw,mx&SPECIALTY ca.P ..(Ira.r.=3 I.I. TnTF P + (SEE MOUNTINGS 1,2, 3, 4&5 ON SHEET 9) -1/4b BLUE TAP CONCRETE ANCHORS WITH CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(hrh.1'0-2 w). 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POt54'RS FASTENERS,INC.(Mn.!'c-3 1¢T),AND DISTRIBUTED BY ALL PANTS SCREYI,BOT&SPECIALTY COMPANY OR POURED CONCRETE ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED 5Y/THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 1 &2 WALL MOUMINGS 3 & 4 WALL MOUNTING 5 WALL SILL MOUNTING N,�; SCANAN a) W/O•®OR® W/©+Q5 W/BO a"OS Al)WNDAUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPCON Y!/ADVANCED T fTAi1 O;W TECHNOLOGY AND TAPPER+ANCHORS IS 1 3/4•.AND 1 1/2'FOR A.S.O.DMN IWAIN'E LOW(CIN) ASA D`SM tSGirfA IND(ps0 ASD DMCN XEGI(TTr LOM(cAO BLUE TAP WITH GIP ANCHORS. 30 40 1 50 601-70 80 90 .100 110 30 40 50 60 70 80 90 100 ).10 301 40 50 60 70 80 90 100 110 AL2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL P094TS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT INTO STUCCO SHAM BE 9 9 9 9 9 9 9 1 9 1 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 9 9 9 1 9 PERMITTED.1/4'0-20 B.S.MACHINE 50i&f USED SMALL BE 1 1/2"LANG NINOA.UM SHOULD STUCCO EXIST,AND 1'N WAUM FOR WALLS WITH NO STUCCO. 31-0" _ OR LESS 9 9 1 9 1 9 9 9 9 9 1 9 9 9 9 9 - 9 9 9 9 9 9 9 9 9 9 9. 9 9 9 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR.ANCHORS SHALL,BE LONG 9 9 1 9 1 9 9 9 9 9 1 9 9 9 9 9 9 9 9 9 9 9 9 .9 9 9 9 9 9 9 ENOUGH 70 REACH THE LAIN SIRUCNRE BEHIND StO WALL FINISHES ANCHORAGE SMALL BE AS INDICATED ON N070 At)&AL2)ABOVE FOR INSTALLAPONS ON VINYL SnuG WITH OR WITHOUT METAL STUDS OR EIFS WITH WOOD STUDS CONSULT THIS ENGINEER.FOR I145DI IARONS INTO EGB WITH NEO.I STUDS SEE SHEET 10. 9 9 9 9 9 9 9 919 9 9 9 9 9 9 99 919 9 9 9 9 9 9 9 9 4'_0• (8) TO EXISTING ASIA C-9➢CONCRETE BLOCK WALL' 9 +1-99 9 9 9 9 9 8 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 -1/40 TAPCON OR TAPCON YA/ADVANCED 7MtEADFORM IECHLL\tlIOLY ANCHORS,0.S I.IANUGACTURED BY I.T.W.BL7.LDEX. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 '9 9 9 9 9 9 9 9 -1/4'0 x 3/4'ALL POINTS SXID-SER ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SP, LOVPARY. 9 9 9 9 9 9 9 9 6 9 9 9 9 9 9 9 9 9 9 9� 9 9 9 9 9 9 9 -1/4-o BLUE TAP CONCRETE ANCHORS WITH CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 1/4.0 TAPPER+ANCHORS AS MAA'UFACTURED BY PWIERS FASTENERS.tNr-,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COURANY OR ANY OTHER APPROVED 5•_0• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LICENSED OR ALnHiORIZED VENDOR REGISTERED W/THE AMERICAN SHUTTER SYSTDIS ASSOCIATION,INC. 9 9 9 9 1 9 8 5.5 4.5 3.5 9 1 9 9 9 1 9 1 9 9 9 9 9 9 9 9 9 9 9 1 9 9 NITIES. 9 9 9 9 9 9 8.5 7 5.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 B7)MINIMUM EMF:EDMENF INTO CONCRETE BLOCC OF TAPCGN ANCHOR U'1 1/4'AND 1'FOR TAPCON W/ADVANCED THRE-m NA TECF NMM ANCHOR,AND 1 1/4"FOR .9 9 9 9 9 8.5 6.5 5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 TAPPER+AND BLUE TAP WITH CAP ANCHORS 6'-0- - - 9 9 9 9 6.5 4.5 4 J 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8.2)MWMUM E11BEDIAEM OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO EMBEDMENT INTO STUCCO 9 9 9 9 9 7.5 5.5 4.5 - 9 9 9 9 9 9 8 9 9 9 9 9 9 9. 9 .9 S1A11 PERMITTED.1/4"o-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MNDAUM SHOULD STUCCO EXIST,AND I'MNONUM FOR WALLS WITH ND STUCCO. 9 9 9 9 8 6 4.5 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9 9 - - R3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS•PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG 7'-0 _ _ _ _ _' - ES B. ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES &B2ABOVE FOR ABOFOR I STALAVINYL ON VIN_ 9 9 9 6.5 4.5 3.5 3.5 - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 SONG WITH OR WITHOUT METAL STUDS OR EIFS WTM WOOD SPIES CONSULT THIS ENGINEER.FOR INSTALLATIONS INTO EIFS WITH METAL STUDS SEE SHEET 10. 9 9 9 9 7 5.5 4 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9. 9 - - (C) ANCHORS SHALL SE INSTALLED FOLLCIMNG ALL OF THE RECOMLIENDATIONS AND SPE.OPCATIONS OF THE ANCHOR'S MANUFACTURER. 9 9 9 6.5 6 4.5 - _ _ 9 9 9 9 9 9 _ _ 9 8'-O' _ 9 9 9 9 9 _ _ __ (D) SEE SCHEDULE BELOW FOR EDGE DISrAFICE(ESU D.)VERS SPACING RELATIONSHIP FOR ANCHORS. 9 9 8 4.5 3S - - - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - I-- 9 9 997.55.59 9 9 9 9 9 - - - 9 9 9 9 9 9 - - MAdTMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED•REDUCE ANCHOR SPACING BY MULTIPLYING 9 9 9 6.5 4.5 9 9 9 9 9 9 9 9 9 9SPACING SHOWN ON SCHEDULE BY THE FCLLOWNG FACTORS REDUCED SPACING OBTAINED USING FACTOR SHALL Nor BE LESS THAN MINIMUM SPACING INDICATED 9'-0. _ - - - _ _ _ _ _ _ _9 5.5 3.5 - - - - - - - - - 99999 _ - - FACTOR 9 1 9 18.5 J5.5 4 - - - - 9 9 9 9 9 - - - - 1-9-1-9- 9 9 9 9 - - - - TAPCON WITH ADVANCED TAPPER t 9 9 7.5 5 4 - - - - 9 9 9 9 9 - - - - 9 9 9 9 - - - - ACTUAL TAPCON THREADFORM TECHNOLOGY All POINTS SOLID SET BLUE TAP WITH CAP' MIN. SPACING EDGE 10'-0' - - - - - - - - - - - - - - - - - - - - - - - - - - DICTANCE MIN.SPACING= 3• RAIN.SPACING 3' MIN.SPACING 3 1/2' RAIN. SPACING=3"- 3 3/4" 4• 9 8 4.5 3 - - - - - 9 9 9 9 9 - - - - 9 9 9 9 - - - - I-D. POURED CONCRETE&PrnA2m CONCRETE BLOOK POURED CONCRETE& POURED CONCRETE& POURED CONCRETE CONCRETE BLOCK 9 9 7 4.5 - - - - - 9 9 9 9 9 - - - - 9 9 9 9 - - - - CoNCRET=BLLOCK ljX FA.•3 1/Y MR E4.2 1/2• ON E.D.E3 LOCK CONCRETE SL CK �y E4-31/I MN ED.=2 1/2' 9 9 6 4.5 3.5 - 9 9 9 8 9 9 9 9 9 Ir•-p• 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 9 6 3.5 - - - - - - 9 9 9 9 9 - - - - 9 9 9 9 - - _ - 2 1/2" - 0.81 1.0 - - 0.67 1.0 9 9 5.5 4 - - - - - 9 9 9 9 9 - - - 9 9 9 9 - - _ - 2• - 0.71 - 0.51 9 8.5 5 J:5 ___--_- _ _9_ 9_ 9---9-._._____________ -9-.9- ._______ __ _ -1-3/4'- ---- -'---- --0.91-- - ------ --------------_-�-`--0.43-- - 12'-0' - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1/2' 1 0.33 - - - - 0.35 - 9 4.5 3 9 9 9 9 9 9 9 9 9 Z54.5 - - - - - 9 9 9 9 - -- 9 7 - - - - - - - 9 HV _BLADE 3 OR 1 HV BLADE 3 W • SEE LIMITATIONS OF __ _ 13=0' _-,__ ._ I_- _ _ I_ _ _ -•-_ -____ -___�_ _ -___,_____ _�_ FOR_ _ _ -HV- INDOW3LADE-WORKING IN UNISONsi - - SHEE-IB. A,AAAaA.A,,,, FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) 4110EA�'` / - ©-2017 EASTERN METAL SUPPLY, INC: - C 02017 TILTECO,INC. ,�►` ••%�CENs' •,�� BERTHA HNT"" A■S■S■A■ ccordion Shutter System H.V.VBLADE W/OR W/0 HV.vdMM MADE 0 a Y /� American Shutter Systems REV.Hol DESCRIPTION DATE I DRAWN BY:LX. ENGINEERING COMPA p TILLIT TESTING & NY '.• ASTiq�OF ASSOCICtIOnt Inc. T CLD 15-cas 7/1B/1 DATE:07/28/17 6355 TECH.36th.St Ste.305.VIRGINIA GARDENS FLORm.1]]Ie 4268 Westroods Drive 2 Phane (305)871-1530.Fax:(305)871-1531 DRAWING No -mml:t1iteco600l-rh West Palm Beach, FL 33407 3 ,�7_,�08 "^s�%'•........•''V\�HIs1 WALTER A.OTIOLLR Jr.P.E. 4 ONAL'L� FLORIDA Lk @44167 5 SHEET P.E. SEAL/SI6DlATE/DATE e 6 OF 1B IT,LIE!W11 103 [CARMI'M I I!Mr,"IM11j;1411114 O © O• ©WALL 0CN O • © Q •. . 6 I. Q 1 FLOOR MOUNTIW W/@CR awe."' O © O © p 0 O O MUSSM10301mm , HMMMM M ' mmmmMmMmm0M WIMMOMMEM mEmMROMMU INmmm�m Qvvvvvvov vvvvvvonQv Qvvv�vvvvvvvvvo©vvo�vvvvvvovvv voov 02017 TrLTECO,INC. '~00000000000000000000�00000000000000000000000000000000000 DE70000000000000000000000F100000000000000000QDODOF100000000 vonvvvvvvvvvvv©QvovvoEavnv�ao • vvvvvvvvvEavvvvvvvvvovvvvvvvo • onQQnQonQQQ�anQnonnQQQQnnQQn�nnnQovvvovvoQQonnnnQvvvvvovv vvvvvvv©vvvvoEam©ovovvvvvEavnvvvvvvvvvvvvvvvvv • ovovvovvomv ovvvvvvvvvvvEavoQovvvovvovvoovvvvvovvvEavvvovv�voovvovvovm vvvvom®©vvvvomnnvvvvEam®voov • om®ovvvvvvvvvvvvvvvovvovvvv® • oQQQQQQQQQQQQQQQQQQQQQQQQQQ�QQQQvvvvv�vvoQaQnnQQvvvvovo� vvvvvv®nvvvoEaA©Qvvvvvvv®vvvvvvv®vovv�a • vvvovvvomvovvomtmm® voovovvvvvovamQQovovovvovvvvvoonEaovvovvoovonovom�aovvvomv vvvvvvunvvv©©voQvv�av4omnvvvvvomnvvvvvvoQvvvvvvvovvvv�am®n • onQQQQve■QQQOnQQQQQnnOQOQQQQ�QQQQ0000000QOnQQnQQQ000000�n vvvvvvonQvom®QnQvvovom®0000 • 0�®QDDE�DODDQDDODDOFJQDE�0�00®Q DOQODDDODDDO�QQODDODDDOQDODDDDOQDDE700QOQ000000�67000000Qn vvon®©oQvvvoQQQQmvvvv®nvvvvom®QvvEavovonoovoovoQvvvom®mQ • oQQQnQQQQQQQQQQQQo:aQQQQQQQQOQQnnvoovvvoQQQQQQQQQovvvom®Q voov®®onvvv QnnQv • vom®mnvvvom®mnvvvoQEsonvvvoQovQovmEan®mQ vvvvoQvvvv® nnnnv�ivvononovvoovonovvvEavonoovoot�®nvvvv®mon vomv©nvvvv®voQnQEavmvomQnvomvv®nQvvvvvonnvEavvvoQnvvom®• oQ • nQQQQQQQQQQQnQQQOQQQQQQQQQQnnQOQvvvvovQQQnoQQQQQ000vv�QQ v�ar-av®QQQomonQQQQovom®mQnvvommmnnvvvvvonnvvv�vvoQQvv®cam®mnQ vvvoQQQnvomoQQnQvvvovQQnoovvavnvvvvvvEanQvvo • nonnvAovmoQn rev®©QQOQv©Qonnonvv®m®vonvv®mmQQQvvvvoQQnvvvvonQQvvv®mnnQ • onQQnnQnnnQQQQnnnnnnQQQnnonnnQonvvvvoQQQQQQQQQQavovm®nQQ vv©®vvvvvvvnnQQnvov®monQvvv®mQQQvvvvoQQQvvv�oQQQomm®mono vEavoQQOQvvoQQQQQovvvvoQnvvvvonnnov000nnQ000= ®Qn®oomovnQv ommQQnraQv®QQQQQQoimom©oQnomv®©QOQvvvvoQQvvovmoQQnvomvonnn voQnnnnnnnn�nvovQQnn�ovvvvvvvvvvv0 vvvvvovv�m®mvvoo®v©vvev ' onm©nQQnv© QnnnQvon ovoQOQQQomQnneQvvov®mQQQvoommQOQo��avoQQvonor�mQQQvv®mmnQn vn©nnnQnonQnQQn n�vvvvv�vvoo©ivvvvvvvvv�vvvvvvvovvvomvvvoQiv • oQQQnQQQQQQQnnQ�Q v©©nnQ�nvoQQQQQQvv®v©QQQvv®omQnnvvvvEa QQvvvv©QQQvv®t�onnQ vvonnn noQQQQQQnvvom©QQQvovmmQQQvvvvoQQvvomoonnQomv®©QQQ voQonnov©oQvonn®n®®®Q®®mm�®m®nn®nmm�nn®®nim®®QQ®gym®®nQQn v�®�n�QQQOQnonno�}Pn��vonnnn�f ®oQQ®n�v®�PQQ®nvo®�QQne®��vov� v Qomm�QnnQ v®nQnQ • omQn v • v • Q Qvv� QnnQv ®vvvvvvvvvvvavvvoo�ovovv��ov�oQvoQnnQQQvvvo��v�ovo�vo� ti.. — � r, ;, • Accordion i .. AmericanTILLIT TESTING & ENGINEERING COMPANY _Phone;(305)87.1-1530.Fox:(305)871-1531 4268 Westroods Drive fms"Al.3M.SL.stx.JVWURGI-0.C-RITS.7_117-A 3310 Association, Inc. a DRAWING No �VA'_Jll-005719 17-108 FLORIDA Uc.§44167 ©��� d MAXIMUM ANQHQR+ SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 14& 15). !ES; LJ B !S3TRATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIRNORTH SPRUCE PINE FIR SOUTH - 1/2" MIN. CDX UAXIIA DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD 5PAN(N) WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL 1W, 4W, 7W, 9W & 1OW FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 10W FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 70W FLOOR MOUNTINGS MOUNTING 6W & 8W 5W & 8W 6W & BW 5W AS.D.DESIGN NEGATIVE LOAD WQ A.S.O.DM-.N NEGATIVE LOAD(peQ ASO.DESIGN NEGATIVE LOM(pfQ A.S.D.DESIGN NEGATIVE LOAD(pa) ASD-DESIGN NECAIWE LOAD(ppf) A.S.D.OEM NEGATIVE LOM(pa() 'UIL ELODI k'LITLE LOD(4 30 40' 5D 60 70 1 80 1 90 100110 30 40 150160 70 80 90 100 1110130 40 50 60 70 80 90 100110 30 40 50 60 70 80 90 100110 30 40 150160 70 80 90 100110 30 40 50 60 70 80190 100110 30 40 50 62 '-0"OR LESS 9 9 1 9 19 19 19 9 9 9 9 9 1 9 19 9 8 7 16.516 9 X- - 9 9 9 9 9 9 9 9 9 8 7 4'-O' 9 9 9 9 9 9 9 9 8 9 9 9 8 7 6 5.5 5 4.5 9 9 9 9 9 9 9 9 8.5 7 6 5 6.5 4 3S 9 9 9 9 9 9 8 5.5 4 9 8.5 7 5.5 5 4 3.5 3.5 3 9 9 9 9 5'-O' 9 9 9 9 9 9 7.5 6 4.5 9 9 8 6.5 5S 5 4 4 3.5 9 9 8 9 8 8 9 8.5 6.5 5.5 4.5 4 3.5 3 3 9' 9 9 9 9 5.5 4 3 2.5 9 7 5.5 4.5 4 3.513 2.5 2.5 9 9 9 9 6'-0' 9 9 9 9 9 8 5 4 3.5 9 8 6.5 5.5 4.5 4 3.5 3 3 9 .5 4.5 9 8 - 9 7 5.5 4.5 4 3.5 3 2.5 - 9 9 9 8 4.5 3 2.5 - - 7.5 5.5 4.5 3.5 3 8 2.5 2 7'-0' 9 9 9 9 6 4.5 - - - 9 7 5.5 4.5 4 3.5 - - - 9 .5 3.5 - - - 8 6 4.5 4 3.5 3 - - - 9 9 9 4.5 3 2.5' - - - 6.5 5 4 3 2.5 2.5 - 9 9 6.5 2.5 8'-0" 9 9 9 6.5 4.5 4.5 - - - '8 6 5 4 2.5 3 - - 9 .5 2.5 - - - 7 5 4 3.5 3 2 - - - 9 8 5.5 3 2.5 - - - - 5.5 4 3.5 2.5 2 2 - - - 9 9 3.5 2 9'-6" 9 9 6 4 3.5 - - - - 6.5 5 4 3 2.5 - - .5 - - - 5.5 4 3 2.5 2.5 - - - 9 5.5 3 2.5 - - - 4.5 3S 2.5 2 2 - 9 4.5 210'-0' 9 9 6 4 - - - - - 6.5 5 4 3 - 9 - - - 5.5 4 3 2.5 - - - - 9 5.5 3 - - - - - 4S 3.5 2.5 2 9 9 4.5 3 - - - - 6 4.5 3.5 2.5 - - - 9 - - - - 5 3:5 3 2 - - - 9 4 2.5 - - - 4 3 2 - - - - - - 12'-0' 9 9 3.5 - - - - - 15.514 3 - - - 9 4 25 - - - - 14.113.5 2.5 - - - - 8 3 - - - - 4 2.5 - - - - - - - - - 73'-0' 9 5.5 3.5 - - - - 5 3.5 3 - - - - 8,5 4 2.5 - - - 4 3 - 6 2.5 - - - 3.5 2S - - - +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES.- 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON OR TAPCON W/ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED ISH I.T.W.CBUILDER MINIMUM PENETRATION OF THREADED AREA AS O H v BLADE , 3 0 R H V BLADE 3 W� INDICATED AT EACH SECTION ON SHEETS 14 h 15. EXCEPTION:SEE NOTE 2 BELOW. 2.ANCHORSLLCTO"DLCO"'CEILING SHALL BE AS PER MOUNTING TYPE 2"6 SHEET 14_AND __________�__-H V W I.N,D 0 W_--_BLADE-_-#3 _W O R K1.N G__ I N U-NIS 0 N • _ SHALL CONSIST OF LAG SCREWS E PER NDS TO15.SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING.-- i - - ---- ----- - -- --- - - - - ... -SOUTHERN PINE No.2 W/G-0.55(N.D.S) -DOUGLAS FIR V!/G-0.50(N.D.S.) UM TATONS OF USE FOR -SPRUCE PINE FIR NORTH W/G=0.43(N.D.S.) SSEEE E L 1A ON SHEET 18. -SPRUCE PINE FIR SOUTH V!/G-0.36(N.O.S.) At1N 1/2'CD%-PLYWOOD(1986 MAPA)-_ ,Fa;O-SHALL.BE-INSTALLED FOLLOWING ALL OF SPECIFlCATIONS PER NDS 2015 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) IIIILIA T��/ 02017 7ILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. �- 1E7°N;� BERTHA HIP A■S■S■A■ Accordion Shutter System LIE C ~c. KV, W OR w o H.v.WINDOW BLADE#3 TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:LC. ' ' • n �`: TE07/28/17 6355 N.W.36th.St-St.305,NRGNIA GRRDENS,LLORDA 331fi llanA Inc. 1 OLD I5-088 7/yD/i DA : ,6b, p,T�1TE Association,PAOAe:(305)871-1530.Fa::(305)871-1531 4268 Westroods Drive 2 T� DRAWING No :�0� •F/Q�,OQ.;`,av`` e-mm®1'00067191.com West Palm Beach, FL 33407 3 ,17_108 WALTER A TILUT'I,P.E. 4 EAT� ��KT6FE% nDwDA uo. 44157 5 SHEET P.E:'S DATE 6 8 OF 18 POURED CONCRETE_ CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK _ _ _ - WALL REQUIRED ' 'OR SCHEDULE ON SHEETS 6&7) WALL REQUIRED '( EXISTING CONCRETE ANCHORS 1/4"0-200/4'S.S. BOLTS W/ GLASS ' NUT&WASHER®9-O.C. I I I (SEE SCHEDULE ON SHEETS 6&7) NUL SEPARATION To )__ (SEE SCHEO 57 )/2' t-NRI.— ON SHEET I f. ...------ 1/2- /-,(D mol or®or® E. 2 .. E.D.• P I I I .. 5 VP we E.D.* .. 8 j . •• 1 •uAc � 1 a•MNL j j I j 1� I I 1d W.SEPARATION i0 NYLON COVER I@L SEPARATMN TO CLASS C1A55(SEE SONE 1 L/�r�\ 2 1/2•—� LSa SCHEDUIEs ON SIDET S) I I ON SHEEP 57 -I I jj jII ODR ®♦ I I I I F.H. S.D.S. l EXISTING BUILDEXTEKRE ®9'O.C. PCONCRETE ANCHORS EXISTING GLASS CLASS OURED CONCRETE / OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6& 7) WALL REQUIRED 0 WALL MOUNTING INSTALLATION 0 WALL MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATION EXISTING / EXISTING— GLASS— XISTINGG I; 'I GLASS NUL jj jj I NN.SEPARATION i 0 SEPARATION To CLASS Na SEPARATION 70 (SEE SCHEDS ON SHEET S) GLASS SE SCHEULES (SEE SCKUDLUES— ON sxr s) ON SHEEP 5)O I i I t I I.—OO DR ®• j j EXISTING GLASS ,. v4.11 E.0.• .. II I I „�•. .. 2 E E.b.. •. EDGE OF —SLAB IF `{r SLAB IF • EDGE OF I•- .• '_ 1/2' 3 or®or(B ., 127 ,'NIiL— APPLICABLE .( EO •F, APPLICABLE <1/4'o-20x3/4"S.S.BOLTS V!/ POURED - • ,' •• • ' F •• ' _ •• ' ' •� CONCRETE ANCHORS 'f• - NUT&MASHER®9'O.C. REQU�IREO POURED CONCRETE ! CONCRETE ANCHORS E.D.• (SEE SCHEDULE ON SHEETS 6&7) POURED CONCRETE j OR CONCRETE BLOCK OR CONCRETE BLOC'-'--"'T SEE SCHEDULE 0.4 SHEETS 6&7 WALL REQUIRED ( ) CONCRETE ANCHORS WALL REQUIRED (SEE SCHEDULE ON SHEET 7) 02 WALL MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATION © FLOOR MOUNTING INSTALLATION — NOT FOR CONBMATION OF S .TION ED. -EDGE DISTANCE -- -- - _= (SEE _NDTFS_&-SCHEOIP_r'ON�HEET_7)_ _-- --- ---- - ---_-- -------- -- — - -- -- _ - — - - - — -1-SEE SHEET 3 FOR TYPICAU-SHUTTER-ASSEMBLY INS i ALLATfON DET-AILSLS _ 2-MOUNTING SECTIONS CAN BE CDMBIIJED- SEE LIlAfiATIONS OF USE FOR IN ANY WAY TO SUIT ANY INSTALLATION. BLADE(DA ON SHEET 18. SCALE 3/8"=1,• )11A�/Aitiii� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone .•r.<<�o_ 02017 TILTECO,INC. ©2017 EASTERN BERTHA SUPPLY, urys %�� ASSA a IL E C O �N�. , Accordion Shutter System v` S` PLV. BLADE#3 W/OR W/0 HV. WINDOW BLADE TICCIT TESTING h ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAYBI BY:LC. ":O�'t• OF ,' N.N. sociation, Inc. 1 OLD 15 046 7/26/1 DATE:07/28/17 6]55 .36Th.SL,Ste.JOS.VIRGINIA GARDENS,FLORIDA16 FLORIDAA 33 PDonc:(305)871-1530.Fa::(305)871-1531 4268 Westroads Drive 2 DRAWING No :Q,p�;�...RIDA•:•�� 1,4. a 61: ilt—C191.com West Pclm Beach. FL 33407 3 17-108 IIIA WALTER A TILLR Jr.P.E. 4 P.E� RE/DATE 6S"E'Atr`SIEAlFPPfI FLORIDA Ue. 44167 SHEET 6 9 OF 18 _CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 7) REQUIRED —� ` / CONCRETE ANCHORS(EXCEPT EDGE OF --SLAB IF -- - ALL POINTS SOLID SET)Q 6• _ • E D. APPLICABLE I O.C. (SEE NOTE t ON SHEET 5 POURED CONCRETE OR _ I FOR LIMITATIONS) • EQ I EO CONCRETE BLOCK ' REQUIRED - / EO 1/4-0-20.3/4- /CHINEO E SCREWS USING T 1/4"-20 NUTS 0 12•Q.C. 2 It• I' � I 1/4-MAX. •'' 3'IO" 'i `I 2 _ EXISTING I - MIN. E_D. 1. 1/4-MAX. GLASS u1�sEP�RAncN I I' �:•< - tocus (Ss scNs ON sicm 5) I i @10R @* i EXISTING I I O GLSS If ) I M MpA1noN TO MASS (SEE Sal 1 I I CEILING MOUNTING INSTALLATION EXISTING °"wim 5) 1 I) I ( I 1/a" 1/4"0 IN!BUIIDEX TAPCON W/ADVANCED THREADFORM I I rMAX mN.SEPrxalG+ I I TECHNOLOGY OR 1/4.0 POWERS FASTENERS TAPPER+ t TO(arLSS ANCHORS VI/1 3/4•MIN.F]ABEO.VFliT®6"O.C.FOR I I (�SS..NCHE AJ O OR ®# UP TO 6'-0•SPAN AND 4.O.C.FOR SPANS TARGE dA I I THAN 6'-0"UP TO 7'-6 L1NL APPLY SEALANT AT EVERY FASTENER HEAD(1YR)(SEE NOTE tON SHEET 5 S EXISTING f/4"MA). FOR MTARONS) 1/2" GLASS I! COM.SFAUWT #10.3/4"HEX WASHER HEAD - 5/8" ALTERNATE INTERIOR 3A _ TEK SCREIVS®9.O.C. MAX. CAONTIf' p/e• EXTERIOR CONCRErE ANCHORS ��•� � �1/4"D-20x3/4• ANCHOR LOS •.�,>i. USI12°D.C.NG 1/4'0-20 NUTS (SEE SCHEDULE ON SHEET 7) © 7 � _ �•. � O ' ••' •E i• - . • •,' EXIST ING NON STRUCTURAL OD•EDGE .500" WALL TRIM (DECORATNESLAB OF 2 T APP EDGE OF / CABLE LBIFtowSILL) APPLICABLESLAB POURED CONCRETEPOURED CONCREr - REQUIRED REQUIRED E D.- E.a.* — (9)-FLOOR MOUNTING INSTALLATION 0 — — -- ---- -- ----------®-KEYSTONE—MOUNTING—INSTALLATION- - -13 NOTE:THIS INSTALLATION SHALL BE REMOVABLE ♦E.D. EDGE DISTANCE c VhiEN PERFORMED ADJACENT TO AN MAXIMUM A.S.D.DESIGN PRESSURE.+64.-72 psf OPERABLE EXIT OR ENTRANCE (SEE NOTES&SCHEDULE ON SHEET 7) MAXIMUM SHUTTER SPAN 7'-6" -_-NOTE- _ -�- '- ------ SEE'LIMtTAT10N5_OF USE FOR--c-------- NOT�FOR-CG1.ioiNATfGii OF-SECTITiS:_ - -. Qii-SHEET-18.•�_ 2 SEE TING 3 FOR CAN SHUTTERA55FJJBLY INSTALLATION DETAILS (CONTINUED) I MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SCALE 3/8"=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) _ �' 02017 TILTECO.INC. ©2017 EASTERN MErAL SUPPLY, INC. ����.c...... � BERTHA HVTM Accordion Shutter System A.�.5,A, H.V. � w OR w o FLY.WINDOW et.nDE f}3 g d� TIWT TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION DATE DRAWN BY:L.C. ' 8355 N.vJ.36th.SL,Sb.JOS,vlRcum cARDLxs,nor�A n1 Association, Inc. CLD 1s-ass 7/28/1 HATE:07/28/17 srAj�eAi Phone:(305)871-1530.Fox:(305)871-1531 4268 1Yestro0ds Drive DRAWING No 0�°•..��0 A e °- 0:1EB-Ri—goof— West Palm Beach, FL 33407 17-108 r � QI_•-...RID••,:•\ 1I WALTER ADTLUT1 Jr.P.E 17-1OS Rr' DATE FlolaDAu� 44167 SHEET 10 OF 18 SEE END WALL CONNECTION �_ f�� INSTALLATION WITH DETAILS ON SHEETS 10A. 13 A 16 1 OR ♦ HV BLADE W J SEE NOTES ON HV LO.,K AND _ ® ALTERNATE LOCKS©OR 1�, ' HV CENTERMATES Q & ON SHEET 4. Q�JT I EXISTING GLASS SCALE 3/8e=1" N I ♦ SEE LI A1 TATIONS OF USE FOR SEE END WALL / BLADE A ON SHEET 78. CONNECTION /1 OR I ♦ DETAILS ON SHEETS L'J 1 10A. 13 & 16 L------------- I 2 OR OR©+OOR�8 ® ® O O ��(� �� LAIN.SEPARATION i OR OR + OR + I I T t/2 . GLASS II MIN.SEPARATION NLN.SEPARATION (SEE SCHEDULES MIN. SEPARATION 9 1'!/ INSIDE LOCK TO W/OUTSIDE LOCK TO ON SHEET S) OR TO GLASS j I OR 4A OR®+® GLASS(SEE SCHEDULE GLASS(SEE SCHEDULE IN i �® (SEE SCHEDULES ON SHEET 5) ON SHEEP 5) i I I (INTERIOR ON SHEET 5) i I I i ----------------- ---I-------•---• •— — -------------- ------- •------- -�--..� SEE END WALL CONNECTION - 13 / DETAILS ON SHEETS 10, 13 A 16 9 1 OR� OR 1 n ®OR 1 OR ♦ 14 I 60REOR1 —� OUT (EXTERIOR) (EXTERIOR) 10 SECTION AT END 11 SECTION AT SYMMETRICAL SECTION AT OPPOSING (DIRECT MOUNTS CENTERMATES W/ LOCK (161 OR SEE END WALL 2•.2•st/6•.D•- ,= 1 O I i CENTERMATES W/ LOCK 16 OR 1rP7�` ---� CONNECTION (15063-TB ALLOY)ALUM.ANG e!/(2)1/4.0 TAPOON ANCHOR -------- 2 OR 3 OR 6 + 7 OR _ _7 10AS 3 SHEETS TO CONCRETE(TOP/BOTTOM) t/z. O O O �-----Z---------- --------- 10A. 13 & 1b (CONC ETE S.M.S.TO M) I - Ox3/4'S.M.S.0 12' OR®OR®+O ORO+O I ---�---- AT EACH ANGLE A!ItJ.SEPARATION MIN.SEPARATION O.C.FULL LENGHT• LAIN.SEPARATION MIN.SEPARATION TO GLASS TO CLASS TO GLASS Y7/INSIDE TO CLASS W/OUTSIDE SEE SCHEDULES 0 j / LAI OR¢AOR®t® LOCK SEE SCHEDULES LOCK SEE SCFiEDULEs / ( (SEE SCHEDULES I LV ( ( �W ®7 ONLY FOR SECTION 10 ory SHEET 5) ON SHEET 5 1 ON SHEET 5) ON SHEET 51 (BOTTOM) ' ` ' i � 10 •� 1 A 14 ® — -- - 1�2t/2s � OR OR 2 1 - - �--�1--- O - 15 SECTION AT---SYMMETR --- --- - — - - - lCAL (rYP.) 1�3 SECTION"AT OPPOSING - --" - - - © SECTION AT CORNER POST OUT # CENTERMATES W/ LOCK 1n5' CENTERMATES Wf LOCK � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) '11T �Al. 7•�1 02017 TILTECO•INC. ®2017 EASTERN METAL SUPPLY. INC. C1 P� •• BERTHA HV"' Q.S.S.A. Accordion Shutter System H.V. N ADE#3 W/OR W/O H.V. WINDOW MADE • American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN 81`.LC. S i 71LLIT TESTING & ENGINEERING COMPANY RTATr 6355 14M.76th.St..Ste.305.WOW GARDENS,FLOMOA 3l1e Association, Inc. 1 OLD 1s-ofie 7/tfi/f DATE:07/28/t7 j1 Ct e` PAane:(305)871-1530.FD.:(305)871-1531 4268 Westroods Drive 2 DRAWING No O F GRIDp (kA .� a-m is 06ec1.0em West Palm Beach, FL 33407 s 17-108 '•'•. Y V tL EB-0006006719 WALTER A `TILUT Jr.P.E. SHEET P.f'Zq/ft"'RODATE F7 ORDA tie. CST67 5 6 11 OF 18 SEE END WALL INSTALLATION WITH t SERIES 9444 ALUMINUM * SEE NOTES ON HV"T'LOCKS 21 ON CONNECTION DETAILS ON (2024—T3 ALLAY) LARGE FLANGE THIN SHEET SHEET 4. SHEETS 10A, 13 & 16 O HV BLADE W-/ NUTSERT,PART III 0820.-AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW I EXISTING GLASS HV "T" LOCK CENTERMATES JERSEY 07054 OR EQUAL. OpROOR©+OGR® FIN EXISTING I r'�- $ & O SEE END WALL SUBSTRATE CONNECTION DETAILS ON OR®OR®+O ORO+O SCALE 3/8"=1" SHEETS 10A. 13 & 16- - I `--- -------------------- ------- a ------- ----- -- —�-------- ---Z------------ ------------------ ----- 2 3 6 7 OR()— T �XISTING GLASS OROORO+O 6 1/2' MIN. ON MIN.SEPARATION MIN,SFIPARATION OR®OR®}O OR O}O TO CUSS%Y/OUTSIDE TO GLASS W/INSIDE TO GLASS MIN.SEPARATION 9LOCK SEE SCHEDULES LOCK(SEE SCHEDULES (SEE SCHEDULES TO GLASS ON ON SHEET 5) ES SHEET 5) ON SHEET 5) (SEE SCHEDULES N 17-3 1/4• I I I N SHEET 5) -----•-------------ji�—.— —.— — — 27— — — — --27 ----- ------� —.— ——.— ------------------ VARIES 1 j •'` 9 I 26 26 I VARIES 10 20 OUT 14 SECTION AT END OUT 1/4.0-20 X (DIRECT MOUNT) „ „ �--6 1/2'MAX• sL^ncic S.S.M.S. W/1/4.0 I 1 15 SECTION AT HV T LOCK 5/B'RIVNUT t. 21 16 SECTION AT SLACK DETAIL (IF APPi1CABLE) rEXISTING GLASS (SEE-SEPARATIONEN SHEEGLASS) CENTERMATES W/ LOCK �21� ------------ ----------- ---------- 2 OROOR©+DOR $ O O O O 1/2• MIN.SEPARATION DR 4 OR $ + j OR + rj (SETO scHc°uLE I ON SHEEP 5) j INSTALLATION WITH N F__3 1/4._____4 /4• 5/6• I 4 5/R'� I N � O H V BLADE W/ I HD CENTERMATES — — _ ----------- — — T- ------ — — — ----- ------ —------- — —j — - - SCALE 3 8 1 1 9 23 �1 22 i i 22 t / ?OR@OR #SEE NOTES ON HD LOCKS 2�r ON SHEET 4. - - -- ---- — - -- — - — - - --_---22 -24 -�-- - 23 - - - - - 'OOT - .. 25 24 - -- -- - _ --- - - - -- - - - - ---- -- -- - ------- SECTION AT SYMMETRICAL HD LOCK OUT 17 SECTION AT END (DIRECT MOUNT) CEN TE ATES WZ HD LOCK FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) - - - -- - -tttl P�� •• •., ��'�= 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. �a ��E�s '• `'�= BERTHA HY A.S.S.A, Accordion Shutter System T ' wv. eLAnE#3 W OR W10 H.V.WINDOW MAX#3 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N° DESCRIPTION DATE DRAWN B@ L.C. 6355 ILW.]6th.St..Ste.3D5,VRGNU O PZERS.FLORIDA 3316 ASSOCIa110nr Inc. 1 OLD 1s-096 T/2ah DATE.07/26/t7 e p R ^w 4268 Westroods Drive 2 Ph°°a:(3°5)871-153°.F°a:(305)871-1531 DRAWING No ^°� 1nL°e°®°m.e°m West Palm Beach, FL 33407 3 s`S101y �G�,. °- ®-0006719 17-108 V1AL71R A TILUT Jr.P.E. 4 P.E. SEAL%Sf6KAtUiRE/DATE FLORIDA UC.#44167 5 SHEET 6 12 OF 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL♦ -.POURED CONCRETE POURED CONCRETE SCALE 3/8"-l" __ _ I�� OR CONCRETE OR CONCRETE - ;�� _ POURED CONCRETE J• ,•1,' BLOCK WALL REQUIRED BLOCK WAIL REQUIRED -- "� .-- _ • ; i •• ,�,' - POURED CONCRETE OR �^:--Y.'\/' - OR CONCRETE f .fr • • ,�• EXISTING GLASS 1/4'0 CONCRETE ,•< '• CONCRETE BLOCK WALL BLOCK WALL REQUIRED 7, 2"MIN.<• • i-- 1/�.� .ANCHOR®16�O.C. REQUIRED •� _ EXISTING GLASS <. 2'MIN. F_ .EXISTING GLASS I.ff"."r �ISTING CLASS EQ EQ I _ ;�.•.\ �. '•, •. •. i j 1/76-x3"MAX. "• (LOCATE AT J I (6063-T6) CONT. \ / / EITHER SIDE ALUM.CLOSER •T.USE 1"OR 2"MAX. T_ 1 1 f OF 10) I PLATE (LOCATE A7 �z. (AS APPUCABLE)x2^x1/8'x0'-2' f \z I EITHER SIDE OF& ALUMINUM CUP ANGLE f -_-_-_-_------ g li 1 (6063-T6 ALLOY)AT'MIDHEIGHT i -'-----'--'-'-' �( #10x1/2'S.M.S. - --- #10x1/2"stns.Jj W/(1)#10x1/2"'S.M.S.TOC f 9 / T6'O.C. --�� 0 16"O.C. f -_-_-_------� & (2)1/4'0 ANCHORS TO WALL OR� i AT 1"O,C. (LOCATE AT ERHER ll / 1 OR A SEE DETAIL X FOR SIDE OFO9 SIDE CONNECTION 1 O I �` / '� OR SEE DEFAIL X FOR TO TRACKS 4 SEE DETAIL X•FO SIDE CONNECTIO 9 `L OR 3 OR 6 7 -0R 1 oR (!.'J SIDE COONNEECCTIIOONN I TO TRACKS �Q�--•I O O O+O ® OOROORO O OR®OR®+O OR O+o OR®OR&@ OOROOR©+O OR® OR®OR®+O OR O+O OR®OR®+(g O END CONNECTION DETTAAIL OR 0+O oR O+O D�CONNNEECTI N DETAIL END CONNECTION DETAIL ® END CONNECTION DETAIL 1 i•REQUIRED ONLY FOR SPANS GREATER THAN �r `• � OURED CONCRETE OR EXISTING GLASS <- \f' '. /-CONCRETE BLOCK WALL___-_--_ REQUIRED GLASS �EXISTING r1 J I (- - - = OORO OR R < 1jA D.'COVCREIE \ 1/2"MIN. 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UUUUf .,'<� 6355 1LW.36th.St.,St._305.VRGINIA GARDENS,FWRDA 3316 AsSOCidf��n� Inc. 1 OLD 15-086 T/7B/1 DATE.07/28/17 Phone:(305)871-1530.Fax:(303)871-1531 4268 Westroods Drive 2 et"�+'''••....... '' c-meD:tDtee0000l.eom West Polm BeachDRAWING No sJ G\ ES-0006718 , FL 33407 3 �+ ONAL• WALTER A TILUT Jr.P.E. 4 17-108 FLORIDA Ue.#44167 5 SHEET P.E.�S`fAi/4GSVATURE/DATE 6 13 OF 18 WALL L FINISH Ir--EQ=EQ 2"MIN. i \/ :'. 1/4'0 TAPCON OR TAPCON 17/ i -I --EDGE 4"x8"(Min.) EXISTING—ADVANCED THREADFORM TECHNOLOGY_ (I[APPLICABLE) WOOD BEAM REQUIRED: ! .� j, I' I - STRUCTURAL.ADEQUACY t h, W/ 1 i/Y tAin.PENETRATION OO L d OF EXISTING WOOD EQEQ THREADED AREA TO EXISTING WOOD --- -- EXISTING i'lOOD t II �� HEADER.(SEE SCHEDULE ON SHEET 8) - BEAM TO BE CERTIFIED TRUSSES OR BY REGISTERED 7 (' 1/2 O.C.RAFTE EQUIRED ENGINARCHIEER PRIOR TO tl \ 1/2" i— _ SHUTTER IN STWJ.ATION ? / J 1/4"0 TAPCON OR TAPCON Y!/ 1 I f 3 OR ®OR ® ,'/ �+DVPNCED THREADFORh( f I ! �- - -..- �— TECHNOLOGY W 1 1 2"Min. EXISTING SOFFIT / / / �' \• /2" j t' / • i 3/4"Max.THK. {"'E �'1 i! PENETRATION OF THREADED AREA I 1 1/4"0'x 3 4 TO EXISTING WOOD BEAM. (SEE ! j MIN' i� ! TISY BUILD/ QEQ 1"x4"x1/B"CONT.ALUM.TUBE G SCHEDULE ON SHEET 8) 1/4" (6063-T6 ALL MAX. TIX SCREWS Q I 1 ALLOY)W/(3)5/16"0(AG I II I I SCREWS TO EACH RAFTER OR TRUSS. ®6"O.C, I LOCATE LAG SCREWS AT MIDWIDTH OF OPEN HOLE AT EAC�� I EXISTING W'000 MEMBER,(2"Min. •1 ♦ STUD TO ACCEPT NOMINAL WIDTH)W/2"Min. II MAX. E EXISTING MIN.2"x4 ' 1 OR 5/16"0 LAG SCREW 1/4" PENETRATION OF THREADED AREA VALID EXIST' ppp EXISTING__i REQUIREDWOOD I I ® AT CENTER yyOF TUBE. ',I!, ! FOR A.S.D.rJDESGNT1ONS LOADWITH D 8'-0MAX"MAX. GLASS7iip I I C SPAN.THIS INSTALLATION IS ONLY VALID j� ux srpARAnox ro cuss EXISTING I FOR WOOD W/MIN.SPECIFIC GRAVITY 'j-(SEE scxmulEs ox sxEa s) I I GLASS 7 I OF 0.50 AS DOUGLAS FIR OR 4 i i 1 OR / I um.SEPARAYIOU TO I SOUTHERN PINE No.2,OR EQUAL 0. ! aotA�N SxEET � I ♦ • Y ON SxFFT S)To -I OR. O %l S(SEE Scx�alrs 1© WALL CONNECTION AT TOP / 2�+i1J HOLLOW CEILING MOUNTING INSTALLATION BAFFIN MOUNTING INSTALLATION OR MAXIMUM DESIGN PRESSURE: t62 psf MAXIMUM SHUTTER SPAN 8'-0" uRl. ro class EXISTING 1 sa�uaEs oNsET / G-(s� C 5) I I GLASS ux stpARAnor+ro clw5s EXIST)NS I I' I 2'x4"CONT. (SEE sclmulEs av araET 5) I! I �Cclwss(s¢s�cxml uroiEs- I 1 OR ®♦ + 3 WOOD PLATE I I •1 ♦ t rn sNEET 5) GLASS REO'D.�% pp WALL OREXISTI1 p6G i FINISH I I (SEE-NOTE 1 9 OONN SHEET 5 GLAAn p 1 l - FOR LIMITATIONS) I' I-; iG WALL 1I4« I 1 I I M FINISH ALTERNA j; 1/4"MAX. 1/,1. ANCHOR I I �' 1•� ! I Max. LOCATION I L • 3 OR �.4 OR ® i %/ © 7 G 51V 10xER HEX EQ' I ,1 HER HEAD o c ' \ 1/2' / \ II� 3 OR,'4 OR ® DEC6"MIN.WOOD ? �, CREWS C9 9" 1/4"0 TAPCON OR TAPCON YJ/ DEK REQUIRE EO �ADVANCEO THREAOFORM TECHNOLOGY i jj ' 1 1/2" t/d'0 TAPCON OR TAoCON Y//ADVAt1CD] (NO FINISH ALLOWED) - _ r' 11 I W/1 1/2"tAin. PENETRATION OF 1 4 - THREADFORU TECHNOLOGY V!/1/2"Mn.PENETRATION 1/2� - «"A THREADED AREA TO EX STING WOOD i [ 4 1 11 I! OF THRF#Dm AREA INiO PLri4000.(SEE NOTE 1 e \ PLATE (SEE SCHEDULE ON SHEET 8) j ' ON SHEEP 5 FOR LIMITATIONS) EDGE OF DECK �; `EDGE OF 2"x4"CONT.SILL !1i IF APPLICABLE - � DECK IF •1? y, 1/2"LAIN.COX PLYWOOD REQ'D: -2"1A_�—• APPLICABLE 1 PLATE REO'D. _ _ ! _.__. - - _.__-�.r/_._-..�_-:__..._-__EXISTING-MIN.-2"x4-STUDS-®--16=-O-c.__._ -_._ ___._--1 4 0 7 • .._... _.._.__ _ 4©-WALL CONNECTION AT`-BOTTOM - MAX.REO'D.PLY 400D To BE ATTACHE /E APCON OR TAPCON V/1 ADVANCE[) TO STUDS IN ACCORDANCE-WITH PENETRATION TECHNOLOGY WR 1/2"Min. SECTX)N 2308 OF THE F.B.C. -- PENETRATION OF THREADED AREA INTO V1000 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY - DECK.(SEE SCHEDULE ON SHEET 8) WALL CONNECTION AT BOTTOM 6W FLOOR CONNECTION 2-MOUNTING SECilONS-CAN.BE_COMBWE IN-ANY_YlAY_-- --__-_--__-_ __ ___-_:-7@_- - ___MAXIlAUlA_DESIGN PRESSURE:_t62_psf----- _ _..=TO SUIT PNY INSTALLATION._ _ __ - MAX!MUM. SHUTTER-SPAN 8'-11" - *SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS BLADE(9ON SHEET 18. SCALE 3/8••=1•' _ _ FLORIDA BUILDING CODE. (Econ Nigh Velocity_Hurricane-Zone)- - - Cf rr TIG/1 ��'�ER A, 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY; INC. ,1111 BERTHA HIP IL E C O . A■S■S■A■ Accordion Shutter System 7 Kv. W/OR W/0 RV. WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. 6355 N.W.36th.St..St..305,NRCINIA GARDENS.FLOfMA 3316 Association, Inc. 1 CLD 15-088 7/28/1 DATE:07/28/17 Phone:'(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No tr¢� ORI0� Q•' e-"11°file°e°¢°°I•=°n West Palm Beach, FL 33407 3 m® V •(`�.' EB-0006719 ��,'1 Op WALTER A TILER Jr.P.E. 4 SHEET 1 G7 P.E.oSf�AIA �i ft R`E%DATE FLORIDA LiC.#T 44167 s 6 14 OF 18 WALL FINISH •�•` 1/4'0 TAPCON OR TAPCON W/.. —ADVANCED THREADFORM-TECHNOLOGY t W/ 1 1/2"Min. PENETRATION OF 71THREADED AREA TO EXISTING WOOD MIN.SEPARATION TO HEADER.(SEE SCHEDULE ON SHEET'8) LASS(SEE SCHEOU ' -' 1/4'0-20x3/4 S.S.BOLTS W/ Ok'SHEET 5) I I O yf` ! WASHER 0 9.O.C. F. EXISTING I; -1/4"MAX. GLASS I I ' MIN.N ' - 1 ' 2'x6"MIN.WOOD r I1`'� 5 1' DECK REQUIRE /a•uAx (NO FINISH ALLOWED) � L�LI e h I; EDGE Of DECK EAD �� ,�- EDGE OF IF oo EXISTING MINIF APPLICABLE DECK.2"i4" I ) — — APPLICABLE 6 WOOD HER O - REQUIRED III 12"MIN 1/4.0 TAPCON OR TAPCON 1V/, EXISTING MIN.SEPARKTION TO j I I ADVANCED THREADFORM TECHNOLOGY G LASS(SEE SCHEDULES-- W/ 1 1/2'Min.PENETRATION.OF ON SHEET 5) I t I THREADED AREA INTO EXISTING WOOD DECK. (SEE SCHEDULE ON SHEET 8) 2"MIN. ® WALL MOUNTING INSTALLATION 8� FLOOR CONNECTION EXISTING r EXISTING G Ss O1 GLAS MIN.SFPARA710N TO I MIN.SEPARATION TO GLASS(SEE SCHEDULES I; O GLASS NSSHEE 5) I I I, tltltltltltl ON SHEEP 5) WALLMM 'WALL FINISH 5 .'. 1/a•uAx. FINIS / u / t; 8 I I 1 a•wx �•� �� / 2 EQ ;� / - I1 EQ EQ j ,,! I 1' 1/4"0-20x3/4"S.S. BOLTS W/ EQ ! f \ I 1f UT&WASHER 0 9'O.C. "fyl 'y 1 1/4"0 TAPCON OR TAPCON 1!/ N y I 1 l —2 1/2' i s y j1 ADVANCED THREADFORM TECHNOLOGY ` L � '1' #14x3/4'F.H.S.D.S..0 9'O.C. `lI ,It i. �i�i,, `I ; Y!/ 1 1/2"Min..PENETRATION OF LTHREADED AREA TO EXISTING WOOD 1/4.0 TAPCON OR TAPCON W/ PLATE.(SEE SCHEDULE ON SHEET'5) ADVANCED THREADFORM TECHNOLOGY W/ L-2-x4-CONT.SILL WALL F1141SH i 2"x4•CONT. SILL 1 1/2'Min.PENETRATION OF THREADED PLATE REQ:D. PLATE-REQ'D:.__-_ AREA-TO-EXISTING-VMOD-PLATE.=(SEE---______.__________________________. SCHEDULE;ON SHEET 8) WALL MOUNTING INSTALLATION 9© WALL MOUNTING INSTALLATION _I-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY -- _..— L'tY6hBINEG.iN-ANYI�A1'.. - _- .�—___. �.-_. — .�•._Wb—�—__s—.._ -'TO`SUIT-ANY INSTALLATION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SCALE 3/8"=1" -.FLORIDA-.BUILDING -CODE (Non-Nigh Velocity-Hurricane=tone \A9pppl y\V,VE•rI :% BERTHA 02017 TILTECO,INC. ©2017 EASTERN METAL SHI/TM `i l^ 1• s`••C.`•v�= A.S.&A� Accordion Shutter System o IL ECO �N�. y RV. BLADE#3 W OR W/0 H.V.WINDOW BLADE. TICCIT TESTING & ENGINEERING COMPANY American Shutter Sy&feMs. REV.Nn DESCRIPTION DATE DRAWN BY:L.C. •• �I/'1 o' 6355 N.W.36th.St..Ste.305,MR041A GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 15-066 7/28/1 DATE:07/28/17 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No ' •. �p� a-n 0:6Neca®a I.— West Palm Beach, FL 33407 3 e� V ......... v 1a EB-0006719 4 'I f� '•_�� •• _µ.,/��`a x,11 WALTER A TLOT Jr.P.E. 1 7�•0" P.E. SEl OAF FLORIDA Uc.#44167 s SHEET 6 15 OF 18 END INSTALLATION INTO 2"x4" MIN. WOOD STUDS SCALE 3/8"=1" '• r' / / 2'x4'MIN.WOOD ji'011 •" 27x4'MIN.WOOD _ 2'x4'MIN.Y1000 I/ `STUDS REO'D. 2'x4" h11N.WOOD DS REO'D. STUDS REO'D.UDS REO'D. s[, 1/4-0 TAPCON OR TAPCON W/ ; s.,, 1/4.0 TAPOCN OR TAFCON W/ FDJANCED TH.REFA ORM TE°4YO100Y ADVANCED THRECHOR( / \ { 4ANCHOR 0 fi-QC W/1 1/2'MN. 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MIN.PENETRATION 0 12"O.0 1/2, 016 O.C. - , CIO / - i —_ _ D - - - - -^-_ OR OR OR j @ —_-.-_-_.� \�� / � e _�Y h11N._-_ - -_ / __—___ ___..____ ___ __ ©ORI TS 1 i 'I. / I I 1 OR � WALL 3;I lam ,; 314�]y u7� FINISH r, .. �a-^3 IKG°�1 OOROOR®oR� PLAN VIEW Y 27x4_MIN WOO-D-/ WALL ---- _ \ y_.O. -OI SILOS_REOD• FINISH- vI �8''_c 5 END CONNECTION DETAIL oR®oR®oR®+OoRO+O © END CONNECTION DETAIL FLORIDA BUILDING- CODE_(Non High Velocity Hurricane Zone) 131,,�P� ,�CEN /T✓ _ 82017 TLTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. NS __ BERTHA HVT IL E C O �N�. A■S,S,A, Accordion Shutter System j, I I v. BLADE#03 w OR w o Itv.N7NDOW MADE STATE Of TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAIW1 BY:LC. % Q 6175 tl.w.3..st•Ste.305.VRG=GARDENS.FLORDA 3316 Association, Inc. 1 OLD Is-096 7/yfi/I DATE.07/2e/t7 11 Pxona:(305)871-1570.Fax:(!05)671-1531 4268 Westroads Drive 2 it 1t� —61:1It...CIO— West Palm� Beach, FL 33407 3 DRAWING No ,s •... Il EB-0005719'�r',11 WALTER A.TAUT Jr,P.E. 4 P.E^I�StraNA�t7Kt/DATE FLORIDA Ue.€44167 5 SHED 6 16 OF 18 - I - - 0.0625" r 0.0625" 12`MIN.CLEARANCE 0.1875" t L. TO BLADE TDP 1 A EDGE 1 A HV WINDOW BLADE/J3 SECTION X—X / \ 0.0625" BLADES 3'o OPENING KNUCKLE(TYP) I I` 0.0625' POLYCARBONATE SOURCES FOR 38 —E.O. E.O.'--'1 I // \\ R1.1.7500" \� TYPICAL PROPERTIES APPLICABLE STANDARD RESULT I FLAT PORTION / \\ REFERENCE OF BLADE I / \\ W=D= X n \V.7 X 1 i"', Pd SICAL. 38 HV WWDOW SPECIFIC GRAVITY ASTM D792 0.043 Ibl,n' 0.043 Ib/in' 1.3750" TENSILE YIELD STRENGTH ASTM D638 9,400 p.s.I. 9,500 P.s.i. 02.$750" 1 FLEXURAL STRENGTH AT YIELD ASTM 0790 12,500 p.-. / \ ' ps.i. 13,400 FLEXURAL MODULUS ASTIR D790 340,000 p.s.i. 345,000 p.s.i. NOTCHED IZOD ASTM D256 18 FT—Ib/in 17 FT—Ib/in EIRE BURNINGBU13NING CHAR_A i RE ISTICS• I SMOKE DENSITY I ASTM 02843 47.2 7 1 64.5 7. MAX, \ — /I 43.0000" l� RATE OF BURNING ASTM 0635 C-T CLASS C-1 CLASS L'...__._.� SELF IGNITION ASTM D1929 1040'F 43.7500" I Seo P LAI 2 7/8' N.CLEAR 2 1/4'CLEAR t 5 3/4' V ATH RIN ASTM 0755 t SEPARATION BETWEEN BLADE OPENINGS BETWEEN TABS ON CENTERS TENSILE STRENGTH AFTER WEATHERING ASTM 638 I 9302 p.s.i. I 8840 p.s.i. I 0.7500" TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p..A. I 6880 p.s.i. POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE \ j RESINS, UV—STABILIZED GRADE - - /- --- ---- - - - - -- -EXTERIOR--ELEVATION —' SCALE: 1" = 1" 12'MIN.CLEARANCE --j(1-BLADE BOTTOM--__ —___ =I - PICAL- ,�_;q: HU- WI=NDOW BLADE_- 3==AND -- = - SCALE: 3/8"=1" POLYCARBONATE HV WINDOW DETAIL _ FLORIDA BUILDING CODE (Non High Velocity Hurricone-Zone) - 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. GENS `�� BERTHA HW i AzS.S.A. Accordion Shutter System H.V. B1A[)E Ip W/OR W/0 H.V.WINDOW BLAS#3 American Shutter Systems REV.N" DESCRIPTION DATE DRAWN BY:L.C. �• TICCIT TESTING & ENGINEERING COMPANY OF • ,� 6355 NAV.361h.Sl.,Sla.305,NRONIA GARDENS,FLORNA 3316 Association, Inc. 1 CLD IS-056 7/28/1 DATE:07/28/17 -��-Yt4 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No .P�•..�Q�iQp!r'.��4t�1 a-meE:EB-00067199Laam West Palm Beach, FL 33407 3 �+ \ RA.TIL �7-108 G 0 vrFLOA ie.#44 P.E. 4 SHEET FLORIDARILie. �44167 5 P.E. SEAL/SIGTVAFURE/DHTE 6 17 OF 18