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Home My WebLink AboutProduct Approvals, Accordion Opening I Size (WxH) 1. Accordion 44 x65 Mn 2: Accordion 44 x 65 JN 3. Accordion 44 x65 - 4. Accordion 44,x53 a �� Zq D in 5. Accordion 44:x 53 6. Accordion 24 x 53 n I e N N 7. Accordion 24 x53 omit existing " �y S. Accordion 34 x42 7 `Z 9. Accordion 34 x42 j 0 10. Accordion 44 x53 Orx0 11. Accordion 44 x 41 W�? 12. Accordion 44 x65 Z ~ Z N LOP-1. Panel 39 x26 5 omit existing N-, P-2. Panel 63 x89 P- s N 9 "LLJ— NF P-3. Panel 33 x 94 N x P-4. Panel 83,x 94 0 omit existing 4 m D P-5. Panel 39 x 78 N - RS-1. Roll Shutter 89 x 93 T 10 3 11 2 O � C -o � rn 1 Co 12 C m �LL a LL ° -4P-3 P-2 Uj_j a) RS-100 Lo d C O o to COPYRIGHT E-TENPEST.CON SCALE: NOT TO SCALE DATE: Oct 15,2019 PAGE DESCRIPTION: Site Plan PAGE: OF � 1 i T v I , r SHUTTER COR P O R ,ATI O N 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-545-3297 Property Information Building Information Owner: Robert Padovano Wind Zone: 170 MPH. Address: 10851 S.Ocean Blvd Exposure Category: D Lot#17 Minimum Building Dimension: 30 ft. Jensen Beach,FL 34957 Mean Roof Height: 18 ft. Risk Category: 11 Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width (in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) P-1 Int 39 26 7 47.3 -51.4 --._..._........._._._.__-............._...__._.._.__...---......-----....._........_........................._.._._—._......_._......................._................_................_..._._.—....---......................................_.......-._....._._.__...._..__...- -._........-----............................._.............._._.............._...........i.........-.......... P-2 End 63 89 7 43.2 -55.0 _P-3 ........................Int....._._.._..__..__...- ._..._..........33.._............._.....---...._.. --.......__.....-94........................_.------------..7.._._..._.........-._........................._.............45.0 ..._..._....................._.._..-- 49.................._......_......__. ,.0 P-4 Int 33 94 7 45.0 -49.0 ............._._._...... _ ...._._._ _.............. _...- .._._... ............ ..... P-5 Int 39 78 7 45.0 -49.1 ...................._.._..........---......__....................._.._.........................._.._.._.................-..................-......................._....._..__... --..__._._......_....._._...._..........................------------._....................._..._............................_.._....._..---.._.__.._....._........_..............................__........_.._._...._...._......,_..........----.........--....... RS-1 Int 89 93 7 42.0 -46.0 ................................-.---.._._......_......_._..._._.............._.............--_-._..............._..._..................._-............_..__.._....._......_......................................................_.......-------......................_............_............_._......_....._._...............-..._......._.....__.._......................_.__..........._.. ...............;............................._........... 1 End 44 65 7 45.2 -59.2 2 Int 44 65 7 45.2 -49.2 ......... ..._.._. _ ._....... - .-._. __.._....---- _ ....... _---- ---.... - _...._ ..._.._... 3 Int 44 65 7 45.2 49.2 ..... ---....--............__._.......................... - ._...._.........................._................_..._..-----._._._.................._......__..-.....__..._.._._.........-._.-......__......_..._........................_.................._..._._..._..__...._........__.,..............._.-- 4 __...._._....__..............._...._Int-------.._............_.........._...._._... -44 ......._................................... _5.3._..................._............----------_........._�..............._............._.._.__..__.......___._.._45....9_................._......... -....__.._.............-4_�.'_.�.......... _.. 5 End 44 53 7 45.9 -60.4 6 End 24 53 7 47.3 -63.4 ..............--.._.............__..._.._.._._..__......_.....----._._...............__.._.__... ....._..._....__._....._.__.._...---- --- .._._...._..........._............._....--- _............._.._._...._...... ...................._........._.................._.....__..:._._......_...----........ 7 Int 24 53 7 47.3 -51.4 _......_..._........._.... _ ...........................__........---------._....._--.............__.._...._....._.__.............. .....__._...-........--...._.._.........._....._...---..._.-..._..._............__.,_._-._-- ............._................_._ ............................_....------............. .._.............._.......__._....._ 8 Int 34 42 7 47.3 -51.4 ......................._._........_........__......._................................._-..........---.._.................................................---..............._..............._......_..............._......__...__........................................_........._....................._...._........._............_._.._......_.............---....__......._.._._..---............... . 9 Int 34 42 7 47.3 -51.4 10 Int 44 53 7 45.9 -49.9 ------- ---.-.........._._...._..............-.-----.-__.-.-..............................._......-----_.-....._._...--._._.._..................._...-------_-------------..------ -- _._.._.....----._._._.........--_..._.----- 11 Int 44 41 7 46.7 -50 .......... _._.1.2 End44 5 7 45.2 —-- 2 i Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code. Page 1 of 1 Identification Schedule for Opening Protective .Device or System - !L77e JollotirinK nrininnnu infor-mationshallbe prorided tv ftte rl tate:-plcnr-rc a ie-tit-cu¢c!-inspection.of-'rhe propvsec!irrstallation, vpenin�,t�rotecti-i e dei ice or sv}/em) - Address: 10851 S. Ocean Blvd Lot #17, Jensen Beach, FL 34957 Type of Structure: PERMIT#: Dev. Device De-ice S.hutier Shutter Anchor. Approval Pcessa« Spa,a A0cL+o, Sugstr�*e # Type Manufacturer Width Height S acini P-1. Panel EMS FL 11964 R4 - 51.4 25.5 39 2b Tapcon 12-9 Frame ..._.._........................._...._........_..._....__._.........................._...._..................................._............................................................._...._.._..._................... .........._.........-......-...................._._._..._.__..........._..............._................._._......................................................._..._........_........._...-----......_................._..........- ---....._...... ...._..._.__._......_.............__...;-._....._.__..._..._......_.. P-2. Panel EMS FL 11964 R4 - 55.0 89 63 89 Tapcon 12-9 j Frame ............................................................................................................................................................................................................................................................................................................................................................................................_......_...._.................................._............................_..........._.........................................................................................................................................,............................... ............... P-3. ' Panel EMS FL 11964 R4 - 49.0 93.75 33 94 Tapcon 12-9 Frame P-4. Panel EMS FL 11964 R4 - 49.0 93.75 33 94 Tapcon 12-9 Frame P-5. Panel EMS FL 11964 R4 - 49.1 78 39 78 Tapcon 12-12 �t,, tc° °'C .................._....._..__...................._....._....._.............4...................._..._........................__......_.................................................._.................._........_................................_._.._.__......._._....._............_.._................._.......................-...................................._...._......__........_...--....._...._..-------......__........_......__.............. ...- -.........._.........................._.._......_........... _.........._.._..._...._......_..._ RS-1. Roll Shutter ESS FL 12246 R4 - 46.0 80.75 89 93 Ul7raco�l 6-6 ! Frame ..................................:....................................................................................................................................................................._..............._........._._..._....._.... ............._........_._......_...._...... ....... ..................... 1. Accordion A.S.S.A. FL 389 R9 - 59.2 62 44 65 Tapcon 10-10 Frame 2. Accordion A.S.S.A. FL 389 R9 - 49.2 62 44 65 Tapcon 10-10 Frame 3. Accordion A.S.S.A. FL 389 R9_ - 49.2 62 44 65 Tapcon 10-10 ;_Frame 4. J- Accordion_ A.S.S.A. FL 389 R9 - 49.9 50 44 53 Tapcon 10-10 Frame 5. Accordion A.S.S.A. FL 389 R9 - 60.4 50 44 53 Tapcon 9-9 Frame ------------._._...............__....._._.--._....._._.._...__.........__....- -..__.........._... ----.._._.__.._._._...__...- ......... - --....__._...... -------.._..-------- ...- -- -- --...__._......_....-- ----.....-- -._.._.._........-............_.._.._.__._...._.__..._... 6. Accordion A.S.S.A. FL 389 R9 - 63.4 50 24 j 53 Tapcon r 9-9 Frame -- _- - --- 7. Accordion A.S.S.A. FL 389 R9 - 51.4 50 24 53 Tapcon-10-10 ; Frame ...._...._...._........._... ------ ------ - - -------- -------._....__....------------..._._.._.. .__..__...:---.---..__..__...._......_..._ ...._.... ---=-....._.......................--------- -..,__._.._.............._...-............._.:--- 8. Accordion A.S.S.A. FL 389 R9 - 51.4 39 34 42 Tapcon 10-10 Frame __..........._.................._.....-- ........_._..._.._............_..._.............._ ._..- -.....---------......_..............__..............._................--------.._._......_.._._.........._....._..._.._.... 5..1._.4.....-=-------------- - -34 42---.T...-.__....- -.._...._.........................._.._.._.__.:_...--------.. .......... 9. Accordion A.S.S.A. FL 389 R9 39 apcon 10-10 _Frame 10. Accordion A.S.S.A. FL 389 R9 - 49.9 50 44 53 Tapcon 10-10 I Frame 11. Accordion A.S.S.A. FL 389 R9 - 50.7 38 44 41 Tapcon 10-10 Frame --...........................:..._._..._........_.........._...._..................................................................................................................._._............_.......__._.._.._.................._........-.._._._... -....._.---...._......................_.........- ---=- ---................. .. ...........__.._._._..........._....._........._.... ................ ............._..__..... .._. 12. Accordion A.S.S.A. FL 389 R9 - 59.2 62 44 65 Tapcon 10-10 Frame ...................................................... ..... .............._.................................. ..................._............._._.......... ......... ...... .. .. ............................. ....................................... _......................... I _ 1. --_ _ __.... _. _ _ . __ _. __ .__ __.___- _ __ _ _..--- ----- ....._........ ____......- --- Florida Building Code Online Page 1 of 3 t 9 r.^r' y' .3tt. ,�_ Y U�'-.✓ry.:' JI .pad c��"�._�.`a_R 7. £ �'S '�'i vY„ 3'� .•°~ t BCIS Home Log In i User Registration j Hot Topics ? Submit Surcharge Stats&Facts ' Publications Contact Us ! BCIS Site Map j Links Search HO(lt dsa r. Product Approval k , �USER:Publ(t User Product Approval Menu>Product or Application Search>Application List>Application Detail V 10 a FL# FL389-R9 v Application Type Revision 0 Code Version 2017 Application Status Approved ®� Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email � I Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ._: Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 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 STEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF I i Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5 3 Mw... 4/29/2019 I r Florida Building Code Online Page 2 of 3 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 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ)-Drwg 17-108 (top 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 Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHSITTER SYSTEMS DRAWING HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 17-108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-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 Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top 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 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top 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 ACCQRDION 5li_QI ER 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 Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The Stale of Florida Is an AA/EEO employer.Coovricht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do.not send electro nic 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:l/iloridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgvYYHH2vJvx53 Mw... 4/29/2019 i F4orida Building Code Online Page 3 of 3 -----...-............. — Credit Card Safe I r c, htt s:Hfloridabuildin .or / r/ a dtl. p b g p p _ pp_ aspx.param—wGEVXQwtDgvYYHH2vJvx53Mw... 4/29/2019 GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA .� BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIREO BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, t9&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADSREA 1: HV BLADES(D& i(Al BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE WJ MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON.SHEETS 11 THRU T5, 19 &20. GENERAL NOTES SHEET I IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS t=USED IN THEIR SYSTEM COMPONENTS 120 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS '21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 160.9.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 .SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE & WINDOW DETAIL -14V BLADE(D 10214.01-03,10715.01-03. 01004.01-05. 11214.01-05. 10317.02-00,10669.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE T,AND HV WINDOW BLADE t AND E-1996 STANDARDS (MISSILE LEVEL D,WIND ZONES i, 2 &3)&11220.01-10 AS PER TAS 201. 203&203 PROTOCOLS LARGE.MISSILE. - (WHERE APPLICABLE) -HV WINDOW BLADE © 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1, 2. 3) BASIC PROTECTION 014LY AND 1 0725.01-88 AS PER TPS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADEDi AND HV WINDOW BLADE Q. ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-IJ, 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 914:2:75'AND 114x1.75 RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET B STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL DE COATED WITH BERTHA HV DACROSHIEI.D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS S14ALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TG ALLOY IS 30.4 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-8, CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k$i MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 241 t.3.3A. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEEP 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE.(D 12.13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(D&0 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 & THIS BERTHA MY.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12& X,WOOD SHEET 18 METAL SUPPLY,INC. � AREA 3: HV WINDOW BLADE W1R) ONLY 9.IT SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 50UttDNE55 Of THE STRUCTURE WHERE SHUTTER t5 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT MNO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UWIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURUJC PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUSE PROPERLY CLOSE ALL 11V AND HD CENTERMATES AND ENGAGE OR LOCK ALL MV AND HD LOCKS, AREA 4: HV WINDOW BLADE M 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 LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WI41 SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. 13.,(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:I.,.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.O..PROWOED HE/SHE DOES NOT DEVIATE RROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE is THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL SE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TOTHEP.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL A140 SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 17. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 02017 TIUECO,INC. @2017 EASTERN METAL SUPPLY, INC. ,1 �� .,........., Tia^.. :L��: � :� ,__,� BERTHA HVTM tLEC O �tj4:.� ,A. . . . Accordion Shutter System SSAH.V, EdAL1E #1 W/OR W/O H.V. VNN005Y'BLADE �LiIA V TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 666 Y EV.tt DESCRiPTtBN DATE DRAWN BY. L.C. Association, Inc. , OLD 15-08507/27,/1? DATE: 07/27/17 ELi k5 9355 ILw.34% SL.S,,.105,NRGI. WCENS.RFR rA 3316 4268 VYesir00ds Drive -2 ' --� Ph-:(505)871-1530.Fax:(365)671-1531 DRAWING No -'+ d ,-maa:uti<Goo,m.aom West Palm Beach, FL 33407 3 rr�4'1 `= E9-0006719 17-107 V V n••?y1�AIL `ro WL1 WALTER A.TiWT Jr.F.E. 4 jViYn1` ',4, FLORIDA LIG.1 44167 5 P.E. SfALj�5i�4�A1`URE/D/ffE 6 SH'ET OF 20 \M VARIES 1 18' i.t91' ham' \ 'Ars• 1.200' 9 4541' AIOM. + N o, 1 _- �1 0'1 r i 1.857" _ I � ...a.999" � � »j:`• ti HV 90',/180' STARTER COVERED UNDER US PATENT' fj 5458178 (4.;HV UNIVERSAL .FLOATER QUAUFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADEIv1 (4)HV DIRECT MOUNT HV BLADE I (CA, HV WINDOW @(ADE* 6005-T5 ALLOY AND TEMPER �-' QUALIFIED FOR U5SE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE(1 .373" 6063-T6 ALLOY At R 6063-T6 ALLOY AND IEMP£R 3226' _ 150 _t_! .OBS' : , 670. 3.555_ NrI / i 2.670' 4f - .994' 63.....00_._0._' L� 1i1 .670" .226" a -1 72r $ B42"8 !o •�yI »I o 2r t .815" 2.092' Z072'_; 4.536' --•-- ...-----_.....:.4..p...; HV ADJ. ADAPTER WAIP -- 125 4, 1.375" 0. _ y,226• 0 72"_ QUALIFIED FOR USE Wj HV �?WV WALK—OVER TRACK �--, i 6�HY ADJ. [�LOOR TRACK BLADE Q QUALIFIED FOR USE Wf HV I,9)HV TRENCH TRACK ss`.3 t ..J 6063-T6 ALLOY AND TEMPER BLADE rrr`^^^i '-`QUALIFIED FOR USE W/ HV QUALIFIED FOR USE LY/ HV 6063-T6 ALLOY AND TEMPER BLADE,yONLY. d HV RAINGUARD BLADE: 6063-T6 ALLOY AND TEMPER OUALIFIED FOR U`;E W/ HV 6063-T6 ALLOY XD TEMPER ad VARIES ^•,% 7.936" BLADE q1 -----� VARIES 1.936' _ 6063-T6 ALLOY A`rT0 TEMPER 1.917" .093- _j 09 3. -083 11 I 4 a 060' I -F LLL ! .060" n m ' ut 3" .0._3_ .060' ;060'v nl 670' ?a �� -QY d p� 670y I-1_...-686' it -; Q I 1670 11i HVA CEILING HEADER i2 HV HEAD(ER(SILL N3, HD CEILING HEADER/SILL flL�fALIFiED FOR USEW/ HV BLADE�`ONLY, QUALIFIED6 6QRYGSALLTOY HV ANO BLADE' 6_41QUAUFIED fOR USF. W/ HV BLADE r) I 1 HD WALL HEApER/SILL SEE SECTIONS FOR .L D T1' SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE ONLY. T� 6063-T6 ALLOY AND TEMPE r•- COMPONENT A B Ti T2 i x Y t r; MN x 17.N Y MN.l I I f1 yI T' 2' L.i. 2` 5"MAX.! 1/8" 1/8" ' t j 3" I 3" A.090' 5"MAXI 0.192' 10.192" ' i x C6SIDE ANGLES ALUMINUM ANGLES is z.s' '7"MAx.I 0:190' 0:190" } 1 2:: CORNER FOSTS QUALIFIED FOR USE W/ HV s QUALIFIED FOR USE W/ HV BLADE CI) QUALIFIED FOR USE W/ HV BLADE(1^I,, 6063-T6 ALLOY AND TEMPER BLADE C1 ONLY. 2" 5"MAX. 0.139''0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I ro+Iissrs FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone LL ' }I1}ir�I- A. '02017 TILTECO,INC. CEJ 2017 EASTERN METAL SUPPLY, INC. BERTHA HWA rv,F'Viol, ,,= I L C Q A. ■ .�. Accordion Shutter System Y H.V. BLADE #1 W/OR W/0 H.V.WINDOW BLADE t tyY1. TRLiT TESTING & ENGINEERING COMPANY American Shutter Systems EY,N OESCRIPTIIN DATE ORAIYN 6Y: LC. + 0�+� ©�.` 6355 N.w.Jb!h.S4,SIc._OQ HRGi;NI OMOEN5,FLOG$A 3]ffi Association, Inc. I OLD IS 7/27/1 DATE: 07/27/17 Q —a� Prom:(305)871-1530.r...:(305)871-1531 4258 Westraads Drive z DRAWING NO +'(`�^ •�RIfl1'';,,•'•r4��' .&Wtece©aoLcom West Palm Beach, FL 33407 3 ES-0006719 17-107 ��VJJt• `�Sy\}}}} ,,AL,ER A.TILLIT§.P.E. r oRIDA A 44167 5 SHEET P.E`3EA A AE DATE 6 2 OF 20 4.660" 929• 4.576" 1 2293 : --._-•.• UVEL FLCT-2rWDj7. 1/4'-20THRENIVU TOY CAST "OUS �25J_„ •745• . i 5.4.3.1 , PAKEDN G4iNTC0 TNPUDEO' IE o p,0 µ} CAST �0"•• I _..�.. �i 4S I {2 1YP. 'Q! HOUSwc EN'.I Ob PI 16! a4KED 101111 O.}}b' °' I o� ^i GxEss SUAN 3 pp J+Ds. rv; 11 ;5 t n 6 � i� i r .Jta• _ �7_l 1.325" - 4: iiol kRKEYS(CNNDO?'4 (CNWS RO4C'�LATED) At KED) Iq 4 (2^1CE TER E ^ HV LOCKHV EGRESS LOCK y� QUALIFIED F• USE W/ HV BLADEy(D& f�ONLY 1221 HV FLOATING R TE yP J�.• ""� 6063-T6 ALLOY'AND TEMPER ~ QUAL16EO FOR USE Wf HV BADE 1 & I ONLY °�)sr 3.ozY,_"„•� (.8?,�_ OUALIFIED FOR USE WJ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AT TEIAPE 23! HV CORNER CENTERMATE BLs+DE;t)& A ONLY, BLADE(1, �`ONLY. r Q ALIFIED FOR USE W/ HV BLADE(l)ONLY --T x-.250"O.D. 6063-T6 ALLOY AND TEMPERHEAD_ 'St8• PL4S'RC •— t r„ i_;7S6' 922'—i 4.045" �T2 MOLDED TU • m. Ml SCREW '�} -1 I v;i„_ 7Obq of I ry ( I o IF. .360•AFTER RNETINC �I J •� ? g _ } w `•'' a°e. 06?" a( �� = 4' ^20 X 3/4f" BEFORE RNeIMG Lmw� a l 8 11 '4� '^. I a r_-ILII o i S.S. THUMBSCREW 1 4"s6-20 VNUT' CCCC--C�j f —F 1 c �N•"L *SER1E5 9444% (2024-T3 ALtO CE !Of THIN i I SHF,R h T.PARE�'0820,AS 4ANUFACTUR DY A EL PLAt+ " FRONT ELEVATION HV MALE "T" LOCK CENTERMATE �� I "�"' CHE TEINORN,PARSIPPENY,;E JERSEY 07054 R E '277 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE I)ONLY X29- HV FEMALE "T" LOC CENTERMATE HV " " LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER`-' �--� QFOR UE WUALtFiED FOR USE OUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE}ONLY QUALIFIED 6067-6S ALLOY ANpHI/B TEM 3.161 ONLY W/HV BLADE V•ONLY. BLADE ll�ONLY. 6063-T6 ALLOY AND TEMPER 1.917 , 1.917` �5 3.161 1 0 _.. 1 #-r..— —� TUR 063".063' =f '`��• j 0.I '�1!•m +1 7I I7i CYLINDER OR .063 62• 6.214" .21 KEY CYLINDER or m w ^I rv�m o ry v'°i� tO.125'Max. + HQ CENTERMATE W/ NO LOCKING ROD 321 Q T 7 LOCKING ROD ° Q°a o — I QUALIFIED FOR USE Vr/ FN BLADT E & Q,A QUALIFIED FOR USE W/ HV BLADE l i& {7`A) i I 6063-T6 ALLOY AND TEMPER �3) III) CENTERMATE'S INSERT i •s04`, i� o 6063-T6 ALLOY AND TEMPER 12 .`. QUALIFIED FOP, USE Wf HV BLADE& (I-A; 4 4'0-20 S.S.OR 3/8.0-16�„ 11,30'. 6063-TG ALLOY aNp TEMPER ! ( `ACET%THtrt+RS^REWS. i ft 2" ' " F—DER DTURN (5-11 DETAILS) I i---" - I rnrt+ - "��~!.�i �•-_-�...+�_.�+;�.� j �I 1 OR KEY <7 Mina CYLINDER 1.78- LOCKING RML " '—X/4•o FID LOCK ' _ -.•I .375.0 QUALIFIED FOR USE Wf HT 8L4OE T3 371 FjV Q." x,6_20 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. 6063-T6 ALLOY AND TEMP 3a' HV 3/8"0-T E ACETAL Q r, rr E A 7f lo" HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE 1V/ HV BLADEt J& A, 0 ILLED AT TRACKS FOR PROPER.EMBEDMENT OUALIFDE ,T) QUALIFIED FOR USE W/ HV BLADE' FLORIDA BUILD114C CODS_(Non High Velocity Hurricane Zone 02017 TILTECO,INC. .� C2017 EASTERN METAL SUPPLY, INC.' `31T E '•''KKK;., �. BERTHA HVTM �fii E C a N . A/ ■ „A,, Accordion Shutter System y y/ RV. BADE#1 W/OR w/o ATE wlr�oow etanE American Shaffer Systems [y,N DCSCIfIPTiON DATE bRAN4+BY: L.C. •E Cyt :•;�' 71LLIT TESTING & ENGINEERING COMPANY Association, Inc. 7 OLD 15-085 7/27/1 DATE: 07/27/17 ` •• STA+C SJt" T 0345 R.W.34U.St.Sir.305.VIRGINIA GAYD-?15.MaRgDA 33T '^` i Ptwne:(305)871-1530.rG.:{30s)B7/-tsst *268 Westroods Drive 2 DRAWING No T�� Eat'DO06gtp'e4m West Palm Beach, FL 33407 3 17-107 7—i{�7 �" tS ''••...p_...• '� tt WALTER A.TILLIT Jr.P.E. S SHEET OF 2O P.E. j� tG�JA�JJJr%DATE FLORIDA I,,.. 44167 s 7 T_ SHUTTER ASSEMBLY SCHEDULEFOR HVjM—HV 12"MIN."L NCE 41 1 10 SLADE TIP .0625* r@0 EgOE ...... (D HV BLADE I A, IDA Gfi! 25 6611' HN'IVINDad BLADE .0625, KV BLADE 1A $75' SLADE's HV LONG RECESSED NYLON BUSHING KNUCKLE 0(TYP) 0.062 HV SHORT RECESSED NYLON BUSHING ON 400 (DOR a 56 HV NYLON HAT WASHER 3 41 HV WHEEL CARRIAGE AISI 302-303 SERIES X 400 0�4 2 7/8-MIN w kimoyi +jI CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS 15 o SEPARATION 3xC 3,7500" 0.870"x3/16" THICK NYLON WHEEL. BLADE 06 50 HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR OPENINGS -t 5'3/4' ON CENTERS I E?DERQa_VLnf81DS gT .75DO' ACCORD1014 PIN W/ #8 HEAD * !j 4 CL EAR I 7F- In HEAD FF HV 2 3/4 POLYCARBONATE IMPACT RESt;TANT W TYPICAL HV WINDOW BLADE AND -1-lys !POLYCARBONATE HV WINDOW DETAIL @OR or @ & TE FOR 7 "Tr CARBONATE IMPACT RESISTANT HV WINDOW V.1121: E (j)OR (9 P SAYER MAXROLON 3103 POLYCARBONATE cc -STABILIZED GRADE OR SABIC RESINS, UV 2"MIN, .1 ITO BLAOCLSO MI INNOVATIVE PLASTIC LEXAN 103 RESIN IN REQUIREMENTS AT EXTERIOR OLADE KNUCKLE FOR EE NOTE "F*' ON SHEET 19). fl HV 6A) jJV Io (D ORY (1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV0 OR POLYCARBONATE SOURCES FOR 44 EXTERIOR APPLICABLE AMT HV @ BLADE. TYPICAL SHUTTER ASSEMBLY —M PROKRTMS ST401- N.T.S. HV PIN @ OR AT (2) FIV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT EXT RIOR BLADE'S KNUCKLE. I EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D (SEE NOTE " FOR .ASN 07$z BLADE WHEN CORRESPONDING TO INSTALLATION -11', SfIE1,T 7, REOUIREMENTS) TVIS.1E nEw ST,,Wj�. ASI.Z61. SAW -A, TYp. rUX4R 12= ".3. � (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® FLMR .00Uu5 .5.1.DISO 3.0.VW P>E 315.000 A,j. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, rt/in SHEET WHEEL CARRIAGE DETAIL SMOKE DENSITY ��Jkh 02043 47.2 X 64.5:;VM p" of,ftft'Ic kSI.0e35 C-1 CLASS C-1 CLASS s. �REIVIBLY LAYOUT ,SIV 0192. .0.. nF.ANECuOASN 0,55 In M2 ASTM 5,B HIM P...;. BEER HV BLADE SOLID & D I 1 A HV WINDOW BLADE DETAILS N.T.S. 111 FLORIDA BUILDING CODE(Non High Velocity Hurricane lone: EN 02017 TILTECO,INC. 02017 EiSTERN METAI SUPPLY, INC. BERTHAHVIIIA A IILIECQINC. H.V. RAM#1 W/OR W/O H.V.WINDOW MADE Accordion Shutter System.S.S.A. American Shutter Systems REVS 140 DESCRIPTION DATE 0"44 SY, L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 635.5 NX 351h. -0 GI S-..I S.�P NIA GXIID�S,FLOAVA 3316f F-;(305)87It3l 4268 Westroods Drive 2 tat—O.W.— West Palm Beach, FL 33407 r-3— —DRAWING No WAVE C-00DIS719 IP.E. a — 17-107 rLoRIDA'U"I'LU#"444�1 F`7i" SHEET P.E. SEAL/SIGNATURE/DATE 4 OF 20 (Ell 01- NOTES ON HV LOCKS AND CENTERMATES 8 c oh> fg,, -7 ONE HV LOCK�R or-g SHALL BE USED AT, 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B�LCW M2 OF SHUTTER SPAN FOR SPANS UP TO 105-. AND FOR INSTALI T U IONS AT ANY T T ELEVATION. HV LOCK(24 or-�?g MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO t'),'OR r IT I n r n n IT CENTERMATES W 2 1;4 -20 x 1 2 LONG FLAT HEAD B.S. M.S. LOCATION OF LOCK SHALL BE AS IN ICAT ON TYPICAL SHUTTER ELEVATION. ( 26CrRCQ _�� IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO PNO HV 1-6 L S �16L 4L5 OR Qq MAY BE E USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(2,! OR0,�SHALL BE AS-INDICATED ON NOTE (1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPMOMAL CONDITION 42 NAUD ONLY WHE p_y C IN 0 #1 OR ILIMITED EMDATORY CONDITION 2 IS U= Wtilffi H.V. LOCKS), LOCKING RODS 6,q ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 6- ALTERNATIVE DEVICE 10`4-00-C4� S BE USED IF DESIRED TO.ENHANCE SHUTTER PERFd§MANCE. LOCKING RODS OR AN MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 164 4. +Z4ATORY COMMON 62: ONE HV LOCK' gr 0- SHALL BE USED AT CORNER CEWERMATES FOR ANY SPAN AND INSTALLAT IONS AT ANY ELEVATION, HV LOCK SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO Ill CORNER CENTERMATE W/(2) 1/4'0-20 . 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS S', AT TOP & BOT110M SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. A, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN'ON SHEET 12, 5, ATORY CONDITION 01 VAUD QNLY FOR HV J= W/ MMETRICAL CENTERMATES JL! ONE ALTERNATE HV LOCK 26 MAY BE USED IN UEU OF HV LOCK 247or Z5 FOR ANY SPAN AND 2 INSTALLATIONS AT ANY ELEVATION, ALTERNATE LOCK dS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4-0-20x3/4_S.S. THUMBSCREW TO Cl-OR 4-CENTERMATES SHALL BE MADE W/ 1/4"1-20.3/4'ALUM. o- age RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO dLOCKS AT 1/3 OF SHUTTER SPAN. - 6. 63 FOR KEYSTONE MOUNTING INSTALLATIONS• ONE HV LOCK&&or C�or 2b SHALL BE USED AT 1/2 OF SHUTTER.SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 11.4 TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or C_-or 2-§MAY BE USED AS AN INSIDE OR I u OUTSIDECOCK, ATTACHED TO(a-.or g SYMMETRICAL CENTERMATES W1 (2) 1/4'-20 z 1/2'LONG FLAT HEAD S.S. MF M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ E OR 3 C NIFENDTI�� TOP AND BOTTOM Is COMPLETELY MANDATORY. DETAILS ON o F SHEETS 10 IS Typ.FULL *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT, ................1 1- OF CORNER .. 1., MANDATOELt CONDITION 81 VAUD ONLY FOR HJ Y LOCK A AND CENTERMAJE %�UOANTEJ ALTERNATE HV "T"LOCK Od MAY BE INSTALLED IN LIEU OF HV LOCKS Na,OR 25 FOR ANY SPAN AND ANY ELEVATION.ALTrRNArE LOCK2O�AY BE USED AS AN INSIDE-OR OU'rSIDE LOCK.ATTACHMENT ON AT OF LOCK AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 9 INCLUDES USING REINFORCING LOCKER 10 fj[3�-(E7, CONNECTED TO CENTERMATES @ AND-24,W1 1/4'0-'k,x .1 1/2-LONG S,S.THREADED BOLT NV/ 7/8"o x 3/32' WINGNUT OR W/ 1/4-0-200'S,S.M.S. INTO A 1/4*0x 5/8-RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12- ,C6 70 -C6 1-,1, 0 13 ) MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AN OTOM IS MANDATORY. C5,' @81-31 '-qD8.-,C8 C7 80•ICP-011-i@)-(D9 @- NOTES�1. .a HD CEMEN�,ERIVIATE5: OR 3i W/aL� ONE ALTERNATE RD.LOCK;34 MAYBE USED IN UZU OF TYPICAL J) HY BLADE SHUTTER ELEVATION HV LOCKS Q,4'OR:2S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO'COCK 0-MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK dk,TO 0,IS VI/3#8 x 310-F.H. AND INCLUDES N,T.S. REINFORCEMENT INSERT 33:AS SHOWN ON SECTIONS HDS-;WtAND HOC-HvC,SHEET 10. LOCK MAY BE INSTALLED AT IJ,JDSPAN OR 12"MAXIMUM BELOW OR ABOVE MOSPAN.USE OF LOCKING RODS 35-IS COMPLETELY OPTIONAL, f-_ FLORIDA BUILDING CODE'( on High Velocity Hurricane one, 1144 @2017 EASTERN METAL SUPPLY, INC. ............ % C;2017 TILTECO.INC. BERTHA MVTM � Accordion Shutter System A,S,S,A. RV. BLADE#1 W/OR W/b H.V. VANDOW BLADE Americon Shutter Systems REV.w uscwpnoti DATE DRAWN BY, LC4 TILLIT TESTING & ENGINEERING COMPANY 07/27/j7 DATE: 07/27/17 -,a I OLD 15-085 TE10F '.5.MGM CARDEtAs.rLo1aA-.316 Assoclation, Inc. 6—N.Y. !,!�.B,�'..� pl—! 4268 Westroads Drive 2 —DRAWING No —.3,M...ft.I.— West Palm Beach, FL 33407 3 EB_G06714 17-107 ", IONAL 01 o", WALTER A,TILUT Jr.P.E, FLORIDA Lie.0 44167 5 4 SHEET P.E. SEAL7SzOLIRE/DATE. 6 5 OF 20 —CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK! POURED CONCRETE- SHEET 13) Rea 1/4'0-20.3/4*S.S. CONCRETE R 1'.. CONCRETE ANCHORS MACHINE SCREWS REQUIREDREQUIRED 7--= ........ (SEE SCHEDULE ON Vil 1/4-20 CONCRETE ANCHORS NE(sEE u-miNTLic@ou sNuEr 7) { i-SHEET 13) NuTS 0 12'OX. (SEE SCHEDULE ON SHEET IT) 1/4,0-20.3/.,S.S. -,(1 4, fA, E EWS 0', E01 MACHINE SCR C., ED USING 1/4"-20 NUTS 2-t/2 eI O.C. 13 CR 15 0.@ -F,2.50'Max. E.D. T-L,'- -,250' jE. O� .250"Max. OPTIONAL -OPTIONAL 1 w.slpARARD� TO DAM(SEE SOED.r Sim --<1�)OR MIN. SEPARATION TO CLASS tt -.a+s¢ET 19 2— 1 :1 EXISTING_ EE, EXISTING MIN.SEPARATION TO GLASS SCHEDULE ON SHE CLASS GLASS- (SEE SCHEDULE ON SHEET IT)- EXISTING CLASS i J- HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION B) HV WALL HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION 70 CLASS GLASS---a (SEE SCHEDULE ON SHEET I I)-- i EXISTING TO ww(SEE I 1 10 OR (i* ------ 10 0 ax 5 , MIN. SEPARATION TO GLASS GLASS II fm wa 'a— (SEE SCHEDULE ON SHEET I I C"s1w 19 EXISTINGOPTIONAL rLASS---j OPTION M— OPTION E @ 18 1�2` 13 oll C5 f -@2 R(El��; O'RUSS HEAD 1/4-0-2 3/4-S.S. v, PH'LLIPS T1/4*0-20x3/4"S&. PHILLIPS V I MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS '-CONCRETE ANCHORS 17 1/4"-20 NUTS 0 12"D.C. W/1/4"-20 NUTS 0 12-O.C. (SEE SCHEDULE On SHEET 13) OR CONCRETE BLOCK POURED CONCRETE-1 SHEET 13'--(SEE (SEC SGIIOULE.11 POURED CONCRE'TIE OR CONCRETE BLOCK LO �&PNCRETE ANCHORS REQUIRED (SEE SCHEDULE ON WALL REQUIRED HV WALL SILL INSTALLATION POURED,CONCRETE.....I/" SHEET 1 4) (�)HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION WJL_FQR 1NA I T INSTALLATION DETAILS WZ i- SCE SHEET 4 FOR TYPICAL SHUTTER E.U. = EDGE DISTANCE S LIMITATIONS OF USE FOR H V BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) GEE E ON SHEET is J 2- 1i0 NTING SECTIONS CAN BE COMBINED 114 ANY WAY TO SUIT ANY INSTALLATION, RAT// '` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ........... 02017 EASTERN METAL SUPPLY,INC. 02017 TILTECO.INC. BERTHA HVTfA 7Accordion Shutter System AS IILIEC $ A OINC. ■ , . N H.V. RADE#1 W/OR W/b KV. WINDOW BLADE TILL11 TESTING & ENGINEERING COMPANY American Shutter Systems RCI.W. DESCRIPTION DATE DRAWN OP. L.C. i% Association, Inc. OLD 15-085 1 07/27/17 DATE. 07/27/117 6355 N.W.]6th.Si.,$te.205.MRMNIA GARDENS.FLOROA 3310 4' TyPh—t(305)871-V530�tax:(335)871-1531 4268 Westroads Drive 2 DRAWING No —.;1%Ot... West Palm Beoch, FL 33407 3 —10 70 1 V A L'E 7 %' EB-CrOS 9 17 "ALTER A.TEVt J,PX. 4 FLORIDA uic,#44,167 5 SHEET RE, SEAL/SIGNATURE/DATE 6 OF 20 --------- - CONCRETE ANCHORS I ,A i ♦ I —(, POURED �- ( �))OR Ih t v•t Dry 4 r - 1 CONCP,E.7E (SLE SCHEDULE ON SHEET 13) TO GLASS(� .� 1 1 io Gt55 REQUIRED ,snsuu aR srr2N G m I , t'(SEE$E«,TEULE av R 1 I EX STING r! r� `I _ ... - EDGE 4f i 11 ICA GLADE'11 w LASS- KEEL 1t) I ^-SLAB Ir" 04 SIM 19 FOR I v:r.SEPARA E APPLICABLE i To cuss III «, Exls71NG `'SQ+a f ' ISLE zittet _.•^•t 317 GLASS I I( `'. ON s'+EQ ALTERNATE ( EXISTING fi I t' {'`EOc4'-•t / ANCHOR tt f r t ,f GLASS-J t LOCATION 1410%3/4' 1YASHER HEAD t )) OR,t 3 OR t 5 318�P.t. f�-TEK SCREWSHEX C 7 2'O.C. I r^• �•. f/ 1 f / EDGE OF 3/6'!uE�'m ✓f CONCRETE ANCHORS 8' f SLAB IF i i i6 •.L✓ , \ t—_ /-(SEE SCHEDULE ON StiEET tS) i•J J�EO +i_ /,, aL pPAltCa9!.E t! "___f I• / . J :,I / J 1, , � J; y.�.' _-ECCE OFe3i°_'�.'`�• , EXISTING ' !r ' S(A$IF GLASS :iI EDGE CF•---' / f{ 5 •f f r % •i i -E o. SLA91F i / I 1/2 1•�',' ,/�' EDGEC I / / APPLICABLE .__.. j_•..0-•�_• t AK 6E W=¢ APPLICABLE ! / ',L�OJ I E Q / f __.$U0 10 GLASS(EVE 1L/ / f Y APPLICABLE POUR£p -_ �4--«_l�I POURED FLAT HEAD CONCRETE ANCHOR) / / 1/' CONCRETE -E. D. CONCRETE :OCULUS nt sEET POURED-J i I '_ % (5£E SCHEDULE ON SHEET ,4j IT POR et.Mmoo 7 ♦ - � ----- 1 -'- REQUIRED F(,aT HEAD CpttCRETE ANCHORS ncOUtRED ! CN STET 19 FOR --�l OR � CONCRETE .��ML__...E.D."-� r•, ! uAErs(ps�q R I I REOUIREDD.•'• (SEE SCHEDULE ON SHEET 14) ]) TRENCH INSTALLATION r•--- VALID ONLY FOR UP TO +70, -75 PSF A.S.D. fl)HV WALK—OVER. INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER Gi HV CEILING INSTALLATION ' HV FLOOR INSTALLATION t SCHEDULE q3, SHEET II E%ISTING _.._"• w;.v,S.PhwnP.'--_ -'•' .E -..._-...—......_. __._._...,;�_.. CONCRETE ANCHORS GVSS"� Tc GU`5s wA.scnucuRs+ t ,ri, (SEESCHEDULE ON aN` ' ESHEET 75) �1 EXISTING _ .._ TECHNOLOGY OR t a'O POAZWK1EXISTING !£f'AWTtJfl t6 CA65 --VL•-_— FASTUTRS T*KR*LwE.%IST7N.0 L GLASS-=GLASS iGLASS ,( .SC CWlL 4'A SMCR)t) 1 I-" T, t EEPARVIY TG ct t55 _- t J/a•IDN.EYBEWGTr Q 6t D 1 t -i(5R TC+6Vu•ErG 5.'cf(t Tt) y�I f I) O.C.FOR UP TO 6'-D"SPIN AVG i 4" 4V- UP TC V-O AY,APPLY—, f Pp ) SEALANT AT EVERY FASTENER HEAT Y i IAAx. (h7y)(S5E NOTE't ov J•..EE�� L-- ' 10.3/4'HEX! 9tEET' t�L`FdTAIY.`„'4S�" YS"-I 3/8- MAX. o 3 OR t y .✓ 1 I t / ; I WASHER HEAD CRIT.SEALANT ! - T— " . I TEK SCREWS jf 2' /r 0 1O.C. #14%3/4" HEX HEAD-/iI--L'• �`" {I�3/6 i I I t t / f \ t(4•e-2G..1/�5S!eS TEK SCREWS 0 B"O.C. 3 f ,x3 4"S.D.S, ( _ I I t 1 1fa •: I I J- —usING 1/to-ZO NUTS OR 1 4'4-20 S.S.M.5. ! CUttCRETE'ANCHORS ✓/"'—/u' {�+O r 3! L f j'i_...�" �t' , / f4 - 9 O.C. AAA -- 111 oa t7 .. W/HUT 0 B"O.C. f-(SEE SCHEDULE O t ry 1 1 ''" _ Al u' ��'` R 'O C I / SHEET 14) I y i '� C%LSTNC non STRUpUF,AL ------ I • �/ TGR)$ 1/2- _ %t.v I+ / J j `'� ,lt1,,,,,12.00�1,11N. `WALL TRIM(DECORATWE ✓ // / i �l 17>1@ ; •t E.D. EDGE OF / S(LL) '' --'SLAB LE f,/{ 1 ,�`^•x_114.3/4•F.H.S.D.S. j. MIN. a" ,7 7 B" J APPLICABLE` "" '�'� ` \� _... 9"G.C. i' - POURED CONCRETE / / / • CONCRETE ANCHORS -SEE NOTE 13(6) " '�•""� `,i I �RdOWREtl Y L-�_ '` t SEE NOTE 15 r ! E D POURED CO"CRETE (SEE SCHEDULE ON' ON SHEET i ) w.. -,D,.r ' OR CONCRETE BLOCK SHEET 14) POURED RETECONCLOCK ON SHEET 1( �_' _, E %"""—""""'"'"' i OR CONCRETE tlLGCK REQUIRED RECURREDKEYSTONE MOUNTING INSTALLATION OPTIONAL-1 POURED K) HV WALL FLOOR INSTALLATION LtAX"V4 A.S.O.DESIGN PRESSURE:t•8A,-72 PST concREED-' C I-A-- (L� JiV WALL WALK—OVER INSTALLATION V.0iiJuu SNV;T R SPAN a'-n- REOUIRED _ (Jj HV RAINGUARD INSTALLATION t mom, NOTEFOR COI/BINA7ION DF 1QQ QNs: f E 0. = EDGE DISTANCE t REMOVABLE WHEN PERFORTHIS INSTALLATION SHALL MED i- SEE SHEET a FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTADJACERANCE AN OPERABLE EXIT + 5LADENt(AIONNSHEET U19 FOR ASSEMBLY INSTALLATION DETAILS WZ 1� HV BLADE 2- MOUNTING SECTIONS CA3:6E CO1A91RE0 A �'—" IN ANY WAY TO SUIT ANY INSTALLATION. 11j1T• A. FLORIDA BUILDING CODE(Non High Yelocit• Hurrlcone Zone' ,TiSaT",.••��',•`A�••,` (OJ 2017 EASTERN METAL SUPPLY, INC. • � C S 02017 RLTECO,INC. BERTHA HVTM .441 Accordion Shutter System —�-T tti TECO ■ ■ ■ ■ y �. H.v. �#t w/OR w/o H.v. 1MNDUJJ maDE `• TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Y Ev.N CESCRI-08 /27 DRAWN 0 L.C. ' � /tfi + Assoclation, Inc. 1 OLD 1s-oas 7/27/1A DATE: a7/z7/n +a'�,,•, ( •'C'T1{1TA6315 h 15Th. 5)71-153,\tRCINIA GARDENS.n 153 331E 1,e.L�..A`i,c..y° Pnone:(�Cs)a71-as30.Faz (305)871-till 4268 Wesirovds Drive z y L DRAWING No ,+ oE GRa0.1111 aom Ylest Palm Beach, FL 33407 3 E0-0008X9 417-107 ''~"•'�� ritlrlArArr YtALTER 1 TGULT.rP.E. FLORIDA Uc.14 167 5 SHEET P,E. SEAL/SIGNATURE/DATE 6 7 OF 20 SgE END WALL- N D TAILS ON SHEETS 10 18 SEE NOTES ON LOCKING RODS]�,M!LOCKS D°t20 OUT 9 ' IN i INSTALLATIONS W/ 1 HV ** AND AlTERNATSHVLOCK6ONSHEET5. I ; /�-ExISTING GLASS BADE SLACK DET'VL HUF IS¢AUD FOR ALL f BLADE W HV CENTERMATES CE14TERMATES APPLICATION VMII BLADED 1 1�2 oa�q°�Q QoA'g�oA t 0 *13 ox 1 OR w L•10• 5 I @-31 1 oA SEE END WALL CONNECTION � Q © .© —EwsHNc GLASS DETAILS ON SHEETS 10 & 19(( ti II 1 �\✓ � �J �•.J 1 T— S (f0a3 ' "t/6' '-2 i O 1 ® Q®oA J,R 1oa t 9•t 1 3!4" Y 6 t/a" _ 7- 2AzOAo -..•-_..• -T6 7 O PwGI/z• ®ANGLE e!/(2) 1/4'0 nAP OSING SYMMETRYCAL ANCHOR,To CorrSETE i CENTERMATES i L (TOP/DOTTCLI)8 ' I I CENTER MIN. SEPARATION (4)A1cAt/z"S.N.s.TO TURE1 ; ,.- flUr]/A"S.AI.S.37 11" ( W HV LOCK Q Of TO GLASS 1 1' U.C.FULL LENGHT. �� { W/ HV LOCK ZA OFJ SEE SCHEDULE AT EACH ANGLE.(TYP)I J 1 I 1 3 * 3 ON SHEET 13)t N �i � 't` }---- 5 90' ! 5* �//^�� "' ;•. (/� i�/'^},}� i t/J' (j��) `I '=�.._�• 1/2" l./ I t� \.Ji 3 2`+,._.� 'CY ' `C `J ! r QM�6A�•(JQ�AQ�A 10 ,>3 Da -@ — `��°'-2 HVB OUT 4) « HVC HVA r� l on cw 6 • J 8 °�1Q • 3°R _ -POURED CONCRETE OR Q EXISTING CLASS ' CONCRETE?LOCK wnlL 6 7 1 cR 6 7 18 I ca �•a •© O«O.O_—„._,� ` tQ'O 1©• 1�3 cAll/1• w j 1 REOU ED Ex1sTlr+c; 5= 18 oA f 8« 8 7 1 SYMMETRICAL �—7 I oa 6 7 8 —T— t- � • ! _ * •- •O'© �• WI EPA 101 I il..— cuss 8 ,QoA i s•\J0«t s•Q I't EXISTING i CENTERMATES �� N t 5 ©°�”®cv�$ �w TO GLASS r5 -\ -' 4 f ;L..... _._....t•-'-..-._........- ..._._....___.3 ru55 c}`- * ; (SEE SCHEDULE C A"'�� W/ HV LOCK @ OPTIONAL .�f (INTERIC ®* 18 oA 19«Qaa 1 5• ON SHEET t i} MIN. SEPARATIONi•. LASS (SEE SCHEDULE =1N OPTIONAL -�-^' I!. ON SHEET 11) (INTERIOR) --.._—_—i_—_�._ __.....-__._—_ _—_—._._.__—_ __""'_—K: *35 * ♦ .. ii 56* O.C. VARIES f %. * , �-"_../' G'*.l,i--"/T!✓ � 0 U T _.. 6 I/2-MAX. SLACK /".', t * (EXTERIOR} HVE G/ HVF** OUT S11 JJ 'tl9ll�fj3flJrassis�� Y HVQ (� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' (DJ 2017 EASTERN METAL SUPPLY, INC. 0201:TILTECO.INC. �' !�'••, � BERTHA HVTre A. ■ .A■ Accordion Shutter System H.V. SLADE ##1 W/OR W/0 H.V. WINDOW BLADE _7•�i`� TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION OAT[ DR,asn 6Y: L.c. fffififi��/ :•t'y�1is` 6355 It..SM.SL.5'..10S.NR41.WDU'S.FLC9IA 131£ Association, Inc. 1 DLO 15-085 7/27(r DATE: O7(27/t7 *- �••••• Fhane (.45)873-1534.Fax:(3(15)871-1531 4268 Westraads Drive 2 t 131 °-moa:cRAcopc°LoOm DRAWING No /O+Vi<tt.fC,��II11 'EU-0.006714 West Palm Beach, FL 33407 3 17-107 )7-1�7 ••*' T WELTER A.TILUT Sr.P.E. A SHEET � �JffrYAAt FLORIDA Lie.,Y 44167 5 P.E.'SEAL/SIG1dATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION WZHV "T" LOCK 0 HV MALE/FEMALE "T" LOCKS CENTERMAT LOCKERS at W/M, HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 19 INSTALLATION 01, HV BLADE EME(DSLACX DETAIL HVF,INDICATED ON SHETO S. W/ HD CENTERMATES As riCU AS'J"',EnL FLO'VAC CD DETAIL NAD-NW 0� INDICATED ON THIS SHEET.My SE"'U'SED"W THIS ALTERNIATF J!IVALLATION DETAIL HV0 SHOVI IN THIS SHEET. 1 WALL CONNECTION DETAILS ON SHEETS 10 1, 111 -NI X-.. (OPI-M) 4 (OPT'Orml -K`RVC Ve -.S.10 TUEZ AT VCH ANGLE.MP) 1/2•S. F 3 p""YC S. r I N7 A) R en /(VHV 'T' �4 PINS TIP,) 41'.- P.) To S t "A71 (v:r tj LOCK (INSIDE) Y-- Rk 5 V 5 35 NX.?n3l n12 0-20 x 1 1/2" S.S.M.S. SEE NOTE 6 FOR KV LOCK 2 114' 'T'LOCK.ON 51JEET 5. !W/ 7/8'0 x 3/32" WINGNUT. HDB-HVB =00 T HOC—HVC SYMMETRICAL HD CEN 4HV "T" LOCK (OUTSIDE)-' SYMMETRICAL HD CEJITERMATES TERMATES SERIES 911, ±LVG* W/ 8 LOCK (INTERIOR) J.,ALLOY)LARGE FLANGE 7H 4 SHEET NVISCRI.Por 0 0320. AS VVILIFACTURED By"o"CHERRY TEXTORN,PARSIPKIX.NEW JERsrr @ 07054 OR EVJA-I. Z' ---------- ------ (D SEENOTES, 1-0 fto@&ND(D'=.MIr S.Ev 51 61.EQCEf 1 I-10 IS ro,AIA CERTWlZs "W ELAAr.(D FLOATING STACK jt`Fk A- FLORIDA BUILD1111111 CODE(Non High Velocity Hurriccne Zone: 02017 TILTECO.INC. 02017 EASTERN.METAL SUPPLY. INC- .441 BERTHA HVTM Accordion Shutter System /11 LT- 0, A.&S.A. H.V. RADE#i w/.cR w/ja Kv.wNDow aAm • American Shutter Systems REV.k DESCRIPTION DATE DRAWN BY: LC. act% TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 $ f�N^36%.S"SHI-305.-GIt.GARDENS,FLORCA 3316( OR I it, Pnane (305}371-15.0 For:(305)87 DRAWING No 1-1531 4268 WesUroc8s Drive 2 e-mail:VII-0coLcom West Palm Beach. FL 33407 3 ER-CO06712 WALTER A.TILUT JI,.P.E.P. 4 17-107 FLORIDA Lic. 44167 5 SHEET E. SEAL/SIGNATURE/DATE6 9 OF 20 POURED CONCRETE --POURED CONCRETE POURED CONCRETE OR _-POURED CONCRETE OR CONCRETE OR CONCRETE VIALL Or, CONCRETE ------- BLOCK'NALL REOURED BLOCK WALL REQUIRED ------- CONCRETE BLOCK —------ REQUIRED BLOCK WALL REGUIRED EXISTING GLASS 1 -EXISTING CLASS CONCRETE ANCHOR* % —EXISTING •GLASS EXISTING GLASS _2*MIN 0 11,"O.C. _j--- 2*MIN. MIN.SEPARATIDN TO MASS($--- <It I <1 P71 M.31.SEPARATICNLEM SEPARATION SCKDVLE ON SFM TO Gt�ss(SEE JR1.SEPAWON ED-HED TO CLASS(SEE I I FOR BLADE OAND TO GLASS(SEE -OR _CULE ON C�WULE ON SHEET 1/16"x3"MAX. SO1. SHEE. ON SHEEP 19 F SCHEDULE ON SHEET It FOR GLADE SAND (6063-T6)CONE. But=ID ac a It FOP. (DAND II FOR SLAC- -N) (LOCATE At all SHEET 19 FOR ALUM.CLOSER ON SHEET 19 FOR EITHER SIDE BLADtS 01 &Q PLATE. (LOCATE 112* BLADES(D & I BLADES(D& OF Q) I AT EITHER SIDE 1`04�_4 OF(D) 1j MIN. 4 USE I"OR 2'MAX, ow INI/2'S.U.S.-/ (AS APPUCABLE).2',tI/8'.0'_2" VL/_U__.._ -—-—- ---- IF 0 16"D.C. ALUM P ANGLE a 16'O.C. -—-—-- 3-TS ALLOY)AT MJOHVGH� N (1) j100/2"S.MLS. TO@& 4 &j 9 7APCONS ANCHORS TO 1 R WALL AT I-D.C. (LOCATE AT SEE DETAIL X FO EITHER SIDE OFG) SIDE CONNECTION OR R (b OR • SEE DETAIL X FOR OR TO TRACKS SIDE CONNECTION SEE DETAIL X FO 4 SIDE CON ECTION 10 TRACKS7. TO TRACKS @ @I@. $3"- (D-0- _@_0 .0 END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL I@ POURED CONCRETE OR [A REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' _EXISTING CLASS CONCRETE BLOCK WALL EXISTING 4 REQUIRED GLASS L 7=71 i II ---------- 1/2"S.U.Srw-- MIN.SEPAW04 0 is-O:c� WN.SEP'ARATCN TO GLASS(SEE >Y / COR(g)OROOR SDIEDULE 04 WEET C014CRETE TO CLASS(SEE I I FOR 9-4.01:Q AND 1/2'MIN, SCHEDULE ON SEET -------- -------- Ott SIIZET 19 FOR ANCHOR 0- I I FOR WZE(D AND OR@CR(90R(D C 0;,'1 C R MEV E BLAX.S(I)&(9 12'D.C. 0*4 SHEET 19 FOR R ANCHOR /ED iMALES 0&6) OR F MIN. D.C. j7 1-------r 16- 112 j LIN. OR • (DOR(BOR MIN, SEE LIMITATIONS OF'USE FOR gO.@.R(g.Rq3.g :W BLADE(9 ON SHEET 19 2 MIN, (D 0 PLAN R DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL ID-0-0- END INSTALLATION RE00NUiRED &0'@-&Q)-@- In HV BLADE OR 46 HV WINDOW BLADE INTO &0-0-&Q-@- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Cfi, bRI—SONNECTION DETAIL 6 -919 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone] ......I:.I....... 02017 TILtECO.INC. 02017 EASTERN METAL SUPPLY, INC. % BERTHA HVTM t. Accordion Shutter System f7i Mc�_o ,w, AS,S,A. RV. BLADE#1 W/OR W/0 H.V.WINDOW BI-ADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY DATE DRAVOI Ely. L.C. Association, IRC. I CLD 15-085 W/27/0 0,117E: 07/27/17 My.R� DESCRIPTION 4.w.M.SL.St..305,11�.GAROM nOR13A WISt Ph.. (335)671-1531 4268 Westroods Drive 2 —.1 13t.C.O.W.— West Palm Beach, FIL 33407 3 DRAWING. ,,,LTERE Z00M06719 17-10No7 a� LUI Jr.P.E. 4 FLORIDA Uc.j 44167 5 SHEET IP.E. SEAL/SIGNATURE/DATE6 10 OF 20 SCHEDULE filSCHEDU �U3 MAXIMUM SHUTTER SPAN* "L+" OR MAXIMUM SHUTTER SPAN* "L+" MAXIMUMI SHUTTER SPAN*-L+- (ft.). FOR INSTALLATIONS W/ SndMET8lr L OR "L-- (ft.) FOR OR "L-" (ft.)IN WMALL6IQNJx&M • NOTES: CENTERMATES 0, & (a or(3fi or 0 114STALLATIONS w/ ETRICAL ONE HY. LOCK @ or (b or or 1 CENTERIVIATES CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ CENTERMATES, W ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING, HO LOCK (9 W/ NO LOCKING RODS or ONE HV LOCK 0 o� - Or(z) 'k - ONE W1 NO LOC RODS [0 CENTERi,LA1@ 280 29 W1 O'TV�1/ HO LOCKING WALL A. B. C. D. E. M, N, 0. p, L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE I-Q-r LOCK 30 W/TWO LO`K (SEE NOTES t,tt) F. K & L R. S, & V. 0. A.S.D. DESIGN PRESSURE WING. I (VALID FOR MOUNTING(@ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM tftSEE SHEET 7) FLOOR CEILING G, H. 1, 11, j T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONA29�11)OdINSTALI.Anor's 0 CONCRETE&WOOD CONCRETE MOUNTING INSTALLATIONS() AXWM (SNILLATIONS ASA or=N �S.D.DESIGN �S.01 Desw 114 GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING. FRESWA, WALL.MOUNTING FLOOP/CEILING "ESSURE VIALL MOU aluG PRESSURE - - DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. iLtTiaGMOONTING & �nw; FLOOR/CEFUNG MOUNTING FLOOR/CEILING MOUNTING (-J) OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, I.OR FLOOR^'IALL MOUlfliNO xx DETERMINE MAXIMUM SPAN "L--FROM SCHEDULE. t- (10 A-ti-[ft) I t (a) I.-(ft) L 4 (ft) I I-(11) 1 4 (11) 1 MAXIMUM SHUTTER SPAN 'L+'OR 'a" 1 16'-0" 30 16'-0^ 16-0- 30 11;'-0' SHALL E FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS to-0" w-o" 16*-Q" INSTALLATIONS 114TO WOOD SHAL LIMITED TO -- 35 15- 16'-0' 5 10' 14'-10" 35 11--2- 105 psf. A.S.D. DESIG14 PRESSURE RATING. MINIMUM DETERMINED SPAN BE71VEEN "L+"AND 'L-'. 40 14'- -r$ 40 IS-10, 131-10' 40 ".-2' IS'-2 (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR —13'-1 13'-4" -F4;---r- 13'-1" 1-3'-1 45 1.3*-4" 14'-3. t HV CORNER CENTERMATE #3 MAY HE USED AT ALL COMBINATIONS IN! BETWEEN VIALL MOUNTINGS §0— 12'-5- -72�-r 7F--7- 50 121-5* 12;--V�-' 5-0 12'-3- 13*-1* MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR CEILING MOUNTINGS: 55 1l'-IO* 12'-1* 12'-1 1" 55 55 11'-1' 1 $HALL BE AS INDICATED ON MANDATORY CONDITION #2 - —- NOTE,#5, SHEET 5, FOR A GIVEN POSITIVE&S.0, DESIGN PRESSURE 12.*-4' so I 1'-4' tl*-4* 60 10-2- 10-57 RATING: IT-7- 65 10-10"' ), w-loy 65 65 -91-5- 10'-1* DETERMINE: L,+= MAX-SPAN FOR WALL MOUNTING INSTALLATIONS. IO'-q' i,'-5" 70 70 8'-9- 9-4*- L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 10'-4" 11'-1" 75 101-1. 10'-'1" 75 ttEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, 80 9'11-0-�- to- $o 9'-10, 9'-i0' SPAN 'L,"OR*L-'AND MAXIMUM ASM, DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 —w-i;- 8-5 9'-6- 9'-6" PRESSURE RATING FOR INSTALLAMOws INTO CONCRETE RATING; 90 9'-3- 9'-3* 'V-, 90 OR CONCRETE BLOCK SMALL BE LIMITED AS FOLLOV6: DETERMINE: 95 9,-0" W-9. W-2" .�110' 95 q'-O' 8'-9- 1- CONNECTIONS TO KEYSTONE MOU14TI14G L--- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. —— 3.__ 100 -9. LIMITED TO +6472 P.S.T. AND 8'-0" SPAN, SEE 1-2- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 W-9. 8'-4" 11-0. 8.-4 MOUNTING @ON SHEET 7. INSTALLATIONS. 8'-7- 9,_4. a. 105 8-9 105 -7. 7'-11" 10 7'-7' -,- 9*-2' 110 8'-4 7'-7' At MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 115 V-2, 115 Fl 7'-3' 8�-4- -F Il- V-2- 7'- MINIMUM BETWEEN "L,+", 12+% 'u-'AND 'L2-" 120 8*-0- 6'-11* 8'-2- 120 8'-0" C-11" SEPARATION TO GLASS SCHEDULE (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM —fF5--7-76":- -F--5F- 1-25 7'-10, 6'-8"_ ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 6'-5* _T-IO 130 7'-8' 6,-5" PRESSURE RATING 70 DETERMINE MAXIMUM ANCHOR 135 7'-7" 6--2' 7'-9- -T-i� 6'-2- WIND ZONE MINIMUM SPACING. 140 7--5' 5'-Il* 7'-7* 7'-6` 140 7'-5- 5'-11" ASTM E-1996 SEPARATION 7'-3- —1'45 -7'-3- TO GLASS 150 7'- • 5'-7* 7,-4' 7'-0" 150 7'-2' 5'-7" 155 7'-D' 5'-5, 7*-2' W-2, 155 7'-0' 5-5, 1 THRU 3 V, -- — --1 6'•-11" S'-2" 7'-1* i'"-7" 60 6'-11" 5'-2" 165 W-10, 5.-1- 6'-4- 165 -^s'-t0"_ 5'-1* 170 6'-9" 4*-17* V-11" --6'--2 —170 W-9, 4--I1' 175 6'-7' 4*-9. V-SF-—F-6- 175 6'-7` 4'-9* 180 W-6- 4--8- -6'-8- 5-!FO" 180 6'-6' 4'-8' 185— 6*-5- 4'-6' 6'-7' 5-8 1 185 1 6*-5' 1 4*-6* 1 HV BLADE 190 6.-4. 4'-5" 6'-6' 5'-6- 190 6'-4' 41-5", 195 67--3- 4'-3- 6'-5- 195 4'-1- .1-11 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 200 V-2- 4'-2" W-4' 5'-3" - 205 1 6'-1" 4*-1- 6'-3" 5'-1 205 02017 TILTtCO,INC. Q 2017 EASTERN METAL SUPPLY, INC. N13i �P T I ,tinc iaonBERTHA HVTM A. . .A. Accordion Shutter System e� M�Ec o ,m c� SS H.V. MADE#1 W/OR W/0 KV. WINDOW MADE KS American Shuff & s er Sy iems EV.W DESCRIPTION DATE DRAM BY.MLW. O. '. ?A i> TILUT TESTING & ENGINEERING COMPANY 355 HM.3".Si.,Its.AS.VRrAW"RD94S,FLWZA 3316f AssocI OLO 15-085 ]7/27/17 DATE: 07/27/17 Pfl- (305)971-1530.F-I(3G5)87t-1531 4268 Westroods Drive 2 --;I: DRAWING No AL . B-0006719est Palm Beach, FL 33407 3 17-107 WALTER A.TILUT Jr..,P.E. 4 FLORIDA U,j 44167 5 HEET P,E� S�Z/ TURE/DATE 6 11 OF 20 SPACING (in.) SCHEDULE FOR A GIVEN M.AX. SHUTTER SPAN- A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CO ANCHORS SPACING IEGEND POURED CONCRETE sEE utlunnNcs a 8,c,D AND 6) POURED CONCRETE TAPCON OR UUw (9WALL HTERa4OUNTING WALL HEADE NTING TAPCON WITH ADVANCED CA) 'IOU WALL HEADER MOUNTING gVIALL --g-&OF WALL MOUNTING TING PAN W/ THREADFORM TECHNOLOGY (ft) XS.D.BM8 NEGATIVE PREMRE DEM NEGAINE PFESMIE III=Wr A.51).OEM WATIVE FlIBM &&D.DE"I ICCAK FfkssLw law;i;1 1,11).15 REGIME e:X��'DWI bVAMM ALL PO!NTS SOLID-SET A,1,11 "w" IPRMWK MTM _ 205 75';-01 12011601205 -3-0-170 rco I s 19 a 112 651�61 2 0 5 - -i- -- - --- 0.-1-75 160 2j-5'56'I-40-F-60 1"' j��Ftol-jo]-Ts- 36FWf ol"7sjq()FT011�01' BLUE TAP .L4- 12 10 9 S.16 1 6 1 6 14 12 10 9 1 8, 8 6 6 IL 12 10 9- 8 8 6 6L4112,110 9 8 18 6 1 to I T2 0 9 ($_ a 6 Is's a I a 8 a a 8 -L-Ls. 1, -'-1 - -L- 3*-0- 12 0 6 14 t2 to 6 14 12 to 9 B 8 6 C 14 112110 9 8 8 6 14 12 10 9 8 a 6 6 8 1 a a a a 'T 8 8 PER+ 4 s " L_ I_ - - --12 10 a 6 6 12 0 9 8 1 6 14 R LESS 14 12 10 9 -a -6 5 14 9 12 16-9 _0 _8 -6 ,314121098 8 6 a a a a a a a 6.5 14_ 12 10_ 9 8 14 -r2 10 8 6 6 14 12 10 9 6 8 1 6 6 It 12 10 9 6 6 6 - 12 10 w-9 -5 a 6 6 a a a 8 a 6- 7 14 12 0 8 6 14 12 10 a 6 6 14 12 10 9 6 8 6 14 0 9 8 7 - - 17, 1-2 1-0 -9 6 7 5.5 - 8 8 8 8 8 7 5.5 4 _L2 .1_ 12 0 14 12 10 9 8 8 -6 6 14 12 10 9 8 -i-37i"=T4-T2'10 9 a a 6 6 a 8-8 a a 4'-0' 14 12. s 4- 14 a JL L 14 12 10 9 8 8 4.5 - it 12 10 6 -f'4-1-2 -i-0 "i--8 _8 74-T2--IF a a 5 5 4 It 12 0 9 8 a 6 14 12 10 9 8 8 6 A It 12 10 a 6 6 It 12 10 _L 8 8 _L. 6 14 12 _LO_ 9 -F-Ei- 1-4 1-2 1-0 'q a a 6 8 a 8 8 a a 7 5.5 _L4_.2L 10 _!_ A 8 4,5 14 12 10 9 1 8 8 6 3.5 14 12 _LO 9 8 _j_ 6 6 it 12 10 9 7.5 14 .1K10. 5.5 - 8 8 8 8 7�5 5.5 4 3 5'-0- 14 -L2 10 9 8 8 4.5 14 12 10 . -F---' _L 7.5 7.5 SEE ANCHOR JL 0 s 6 35 14 12 10 9 8 B '6 14 12 10 9 8 1- 12 10 9 e 8 6 6 8 8 8 8 a a 8 s 5... - 14 12 10 9 6 8 4.5 - C` 9 8 ' 6 5 14 -12 -a 4 12 Ll�. It I - 8 a 8 -8 -7 SPECIFICATIONS ii 12 1 8 -L -.-L --- 10 W 72- 10 - - - It- 12 10 9+8 1 T f.5 4 ON SHEET 13 I 14 t2 to 99 8 8 4 14 12 10 6 3.5 11 TH 100 8 6 4 7F Ij 12 to 9 .5 3 It 12 9 e 8 4.51- 14 12 110 1.9, 8 8 6 6 It 12 2,5 7.5 4 14 12 9.5 7.5 6.6 1-1Z I- 6 a B 7.5 6.5 4,5 3.5 6,_0 . 8 -12- 10 9 4 14 L2 10 9 'j_55 14 1.2.IR_ 9 6 8 4.5 .12 10 1-!- a 6 14 12 10 9 8 4 a 4 8 8 8 8 T5 I- Lt i- ..A-- - _L 2 _A_ 14 1 14 1 14 12 0 8 3 14 12 0 9 to 1 9 0 8 5.5 3.5 14 12 10 9 14 Q 10 9 7.5 4 - 8 0 8 8 7.5 5.5 4 3 14 - 14 12 10 9 8 5 1t 12 10 9 8 8 4 1 14 Q 10 9 8 8 6 5S 14 1210. 9 5 14 12 10 9 8 CS a a a a 0 6 4.5, - .-!a -- 14 12 to 9 8 4 It 12'.10 9 8 6.5 3 14 9 6 - 4 2 - 2 a 6.5 5,6 - - - -5 .5.5 - _11__10 _�__j_ !__L__L'�:j J!. L___..____ 3 14 12 10 9 8 8 6 14 t2 i09 6 14 12 10 9 8 7 a e 8 a 0 a 1 6 7'-0- (4- 12 10 9 It 4 -7-2 10 17 TA 12 10 9 45 - it 12 12- 9 a T2-To--9 s--i 4 It iz to -KST -;7-=T4'T2--F57-F 6.5 - - - 8 a a a 6.5 5 3.5 - 'i-T-T-1-0--i-- �.-75 17-127 10 9 8 6 14 12 10 g o It 14--ii"157-r -F4--If.10 8.5 - - - 6 8 8 a 7 5 4 It 12 10'9 5,5 5 3 14 12 10 9 8 4.5 14 _12 _10 j_ 8 1 8 it 11 7 -- - - - - 11 -1 5,5 3,5 8 8 7 5.5 4.6,3.5 - 14 12 to 7 7 4 14 12*1�o 9 8 4.5 14 12 10 9 8 1 a 4 14 -2--LO--1- 8 1 1 1 SEE Llt,4IJTADONS OF USE FOR T-4 a 9 8 - TT Tif-16,-i "' K "I'lTi- 12 K5 -3' - 14 12 &5 7 4 4 8 It 7 6.5 4 3 - It 2 14 12 21,945f 'V 0 9 8 4 14 12 10 9 8 8 114 12 9.5 - I- - - - 14 12 9.5 7.5 4.5 BLADE Q�A)ON SHEET 19 14 -T-2 to 'V 5 It 12 10 6.5 14.5 - - - 14 12 10 9 7,6 14 12 to 9 a 13 9,5 4 13 9.5 &S 5 - 0 J&S 5 4 3 - - -0- 14 12 10 6.5 4 14 12 IF fS -12- 6. �4 12 10 It 12 10 9 5.5 8 a 6 8 a 6.5 6 3 14 !a It _L2 EA._I 14 12 1 - - - 14 11.5 7.5 6 - 5 4 4 12 0 1 14 11.5 8 a.7.5 6 14 12 10 1 1 It 12 10 9 7 - - - TT 72- fF F-r - - - 14 12 IV 17 a T1 8 8 8 6.5 5.5 4 14 12 5 5 1,1 - - - 14 -11 10 9 5.5 - - - 14 12 10 9 8 - - - ILS 8.5 - I 1.S-Lk 5-' - 8 5.1 ' - 10•-D" 9�E 3.5 to 9 5.5 - - - 14 12 10 9 6 - - - 14 12 7 44 12 10 7.5 5 a a a a 8 7�5 4.5 '-5-T.5 - -5-5 T9, 10'-0" gs 3 14 12 14 12 14 12 10 ..9 6 - - - 14 70-5 .5 -La 14 10 3.5 14 12 9 4.5 3 - - - 14 12 10 19 t 5 14 12 10 9 0 14 14 it 7.5- - - - - - 8 7.5 6 5 1' 12 7 - - " 2- It 12 to - - - - - IQ5 8 - - - - - I- I. 12 14 12 RA-L_5 TW. I� 12 10 -Lo 7 2 4 - - - - - 14 12 10 T4�'T2- o 12.5 9.5 - - - - - - Q-5 9.5 6 6...5 4" 3 t4 12 6.5 - - - - - 14 12 HI - - - - - 14 Q 10 13.5 10 14 10 7 - - - - - 8 7 5.5 4.5 14 12 5.5 1 - - - - 14 12 10 - - - - - 14 12 10 - - - - - 9.5 7 - - - - - - 9,6 7 15,- - - _7 _7 8 1 7 4.5 35 3 - - - _14 12 12 10 - - - - - 14 12 to 14 12 4 1 12 to 3 14 12 It 12 10 1 L3 14 12 11. 5 .5 4 A 12 5 1' $2 10 - - - - - t2.5 15 9.5 4.5 a 6 5 4 T4--L2 14 0111- - - - - - - (1 ) HV BLADE OR n HV BLADE I? It 12 - - - - '9 6.5 - .5 4.5 34 3 14 12 - - - TT T2--:7- -i-4-F12- 14 12 8 a a -5 -1-4 to ":7, It 12 0.5 8 8 5 3.5 W/ C1A) HV WINDOW BLADE 111.5 .5 8 51 41 - 14. 12 14 12 14 12 11.5 6 - - - - - - 14 12 It 12 - - - 11 12 - - - - - - 6 - - - - - - 8 6 4 3 - 4] "-s 1 4 1 2 2 4rF 12 194 It 4_' 4- [14 5 14 111 11 12 - - - - - - 14 9 14 12 - - - a 8 a a 7.5 4 WORKING IN UNISON - -- - 7 12 4 12 10 4 6 ?'.f -, 3 - -Z- 77 10.5-'�- 6 8 5 4 T4 1 12 14 12 - - - - 14 - 14 - - - - - - - - 7.5 - - - - -- 14 14 14 14 7 -r4 14 -6- JH-L 7 4.5 _,.' 10 10 -7-TI-5 4 14 - - - - - T4- - - - 114 - - - - - -=-Z 1 4 7 7 ........ K�55 14 14 - - - - I - - - - - 14 - - - - - - - 8 8 T,4z 3.5 T, I- I- I- 114 1- - - - - - - - - - - - 99 FLORIDA BUILDING CODE(Non High Velocity Hurricone, Zone: 144 02017 TILTECC,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System KV. R" WI #1 W/OR W/O H.V. NDOW RCE q�ci N A.S.S.A T- ITILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 4EV,N. DESCRIPTION DATE I)PAMi BY: LC. '355 3M.�'..St..305,IRVI�WDEN§'RIIRIOA 3316f Association,, Inc. t OLD 15-085 37/27/17 DATE: 07/27/17 % Fe.:(3Z5)871-1531 4268 Westroods Drive 2 West Palm beach, FL 33407 -DRAWING No Ea- 17-107 'ONAL WALTEi A."TILLI J,.P.E 4 - P TE FLOROA U..#4416�' 5 SHEET E. ieAtj�MATUR"E/DA 1 6 12 OF 20 ---- -----MAXIMUM-ANCHOR# SPACING (in.) SCHEDULE-FOR tl GIVEN MAx SHUTTF$_SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN N CARVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FDR CONCREIF OR CONCRETE BLOCK INS'T IpLAPONS (SEE MOUNTINGS L G.&H ON S14EETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCSETiF/Oa1C,RETE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min, t'c - 3 ksi) AM MUM EO\VALE SILL MOUNTING ©CELL)NG MOUNTING (g)FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH,ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.Y7.BUILDEX. (W- 1". 3 is!) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS'SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Alin. T'c 3 ill) (R) kso,,OUGII NEGAThE PRESSURE RMI!XI p11 SD,DT_nGN NE6ATIYL PRESSLRE RATI-W ILS.D.Q-_0 WMTMc FRESSURE PAIDNG(pot) - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC,(Min.Pc c 2 ksi} 30 d0 80 75 90 520 160 205 36 a0 60 75 90�r20 i60 205 30 a0 6-o FsM0 120 iso 2DS 7APC.ON OR _ 1 f4"4 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC,,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADIJA14CED COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 L 9 e 8 8 5.5 14 12 lQ B e B 6 F 14 12 10 19 B 8 6 6 THREADFORA!TECHNOLOGY i'p c 3 ksi} M..,. 3'-O" i4 i2 t0 9 8' 8 6 6 14 12 10 9 8 8 6 s /i,. 12,..�0 9 •8 8 6 :_6 ALL POINTS SOLI_O-SET DR LESS 14 12 1b 9 B 8 8 6 14 12 ttl 9 8 B 6 6 14 11 18 9 8 B 6 5 "6LUE TAP W/CAP NOTE$: 14 12 10 9 8 8 •6 7 14 12 10 9 8 8 6 6 T4 12 10 9 8 0 6 6 A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ +4121-70- "I 9 8 7 5.S 3.5 14 I2 t0 9 8 B 8 6 It 12 fO 9 8 0 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP VN/CAP ANCHORS IS 1 112'. • 9 8 8 6 6 14 12 I0 98 8 6 . 14 12 10' 9 8 8 6 S.5 g 8 8 6 4 u 12 10 9 8 8 6 f.5 14 i2 tb 9 8 6.. 4 3.S A.2) MINIMUM EMBEDMENT OF 1/4.0 X 3/4•ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT IO 9 8 B 6 4.5 f4 12 10 .9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERATTTEO. 1/4"0-20 SS,MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 114 12 IQ 9 7.5 5S 3,5 - 14 12 IO 9 8 8 6 5 14 12 10 9 8 7 54 4 a SEE.Ln+vAlxs'+5 Ox u•.,g r06 EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 74 12 10 9 B '8 5 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 B 8' 4.5 6t.A.:_tiA`ON 61T'ET T9 5-0" 14 12 ltl 9 8 7 4. - 14 12 10 9 .8 6,5 5 3.5 14 12 10 8 6.5 5 yS 3 A.3)IN CASE THAT PRECAST STONE,,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 A 7.5 4.5 - 14 12 10, 9 8 8 b 4.5 14 12 iO 9 8 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 6.5 4,5 - - t4 12 10 9 8 7.5 5.5 4 I4 12 10 9'. 8 6 4.5 3.5 NOTES A.1)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR -....0 �.. 5 _..._. .. ._ _ INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 /03 8 8 6 - to 12 IO 9 8 8 fr _5 74 12 TO S 8 b.5 5 3.5 14 12 10 9 7,5 55 3 74 -1_2 10 8,5 ' 5,5 4 '3: 74 12 8"6.5 5.5 4 3 14 12 10 9 '& 6 - - 1} 12 10 9 8 6.5 5 3.75 14 12 10 8,5 8 5 4 - (B) TO EXISTING CONCRETE BLOCK;(ASTM C-90) 74 i2 8 6.5 5.5 y - 14 12 t0 9 8 6.5 a.5 S.5 74 12 10 1 8 7 S J.S J _ 1/4'0.TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUN,pEX. --•-- --Ti --""'---.--- - 1/4'0 X 3/4"ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, 14 12 10 9 8 8 - - it, 12 10 9 ,8 7 5 4 f4 I12 10 9 7.5 5.5 4 3 7'-0" .. - - 1/4-C BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 8 S:5 4 - -74 t2 9 7S 6 t.5 3.5 - 14 105? 5S 4.5 3.5 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 12 10 8.5 7 S - 14 12 10 -9-1-7-3 5.5 4• - 14 12 9 7 7.5 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS AS50CEATION,INC. 14 "E5 4.5 - 4 t2 /Q 9 7S 5.5 4 - 14 12 974 6.5 - to 12 f0 9 8 6T 14 12 10 8 6.5 5 3S - NATES:14. 3 - - 1< /2 8 6S 5.5 4 3. - 2.5 9.5 6 5 4 } - 8.1)MtNiMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,Bt.UE TAP Wf CAP ANCHORS ANDTAPPER.ANCHORS IS 1 1f4"AND TAPCON is 8 t4 t2 9S' a b.5 5 14 12 6 6 6.5 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 �S.14,5 it 12 t0 14 12 8 6.5 S !_0, t+ 12 t0 9 7.5 it /2 8:58.2)MINIMUM EMBEDtMENT OF 1/4'C x 314'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 1.4 11.5 7,5 _ - 14 11 7 5.5 5 3,5 I1 8 5.5 4,53SEMB-EDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 C-20 S.S,MACHINE SCREW USED SHALL BE 1 1/2"LONG hIINIMUhI SHOULD STUCCO 14. 12 B - t4 12 S. 7 5.5 4 14 UOS 7 S.S 6 i,5 - - EXIST,AND i"MINIMUM FOR WALLS WITH NO STUCCO. 5I.5 B.5 S,5 14 '12. 9' 7 6 4.5 7 5.5 15 3,5 - 10'-O" Ia 12 IO a 6,5 5 - 14 t2 8 6 5 4 - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND GT4 HE EXISTING WALL OR FLOOR. 73 9.5 6.5 5 4 3 - t0 7.5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAO WALL FINISHES.A14CHORAGE SHALL BE AS INDICATED ON 14 11 75.5.5' - - - 14 11S 9 6 5 4 - - 12.5 9.5 6 5_�74 4 - NOTES 8.1)&B.2)ABOVE'. FOR INSTALLATIONS ON VINYL SIDING OR'DFS WITH.OR WITHOUT METAL STUDS CONSULT THIS ENGINEER _L4112 6 6,5 5.5 4 - t3 1Q 65 5 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 ii2 9 7 6 4,5 - - 14 10,5 7 5.5 4.5 3.5 I V-D'....-..------•- _ _- - - _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOIAMEIJDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. t2S 9.S S 12 9 6 1.54 3 - 9 7 L$ 1.5 3 - 14 18 7 - - - 14 10.5 7 5.5 4.5 - - - Ti.S 8.5 5,5 i,5 3,75 - 9.5 7 a.5 - T - = u f 1,5 7.5 . 5 _= 1. 9 6 4.5 t - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, -'--""'"- i TAN E VERSUS SPA UNG ORS: t4 t2 t0 - - _ - - t4 12 8 6,5 5.5 - - - t3 10 6.5 5 4 - - ETLii .�O O SCHEDULE FOR ANCH 8 5,5 4 3.5 - - - 8 6 .4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.0.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING ._ ...__._ ._... MAX UIM NO 13.5 9.5 6 - - - - - 13 9.5 6.5 5 4 - - - 10.5 8 5 4 - - - - BY MULTIPLYING SPACING 5H.0'NN ON SCHEDULE BY THE FO1.I.OVnNC FACTORS. s 6.5 10,5 7 5.5 4.5 - - - 11 &5 5.5 4.5 3.5 _- - REDUCED SPACING OBTAIINED USING FACTOR SHALL NOT 9E LESS'THAN MMNIA',UM SPACING INDICATED FOR EACH;NCHOR TYPE. __._ 14 12 - - - 14 Its 7:5 fi 5 - -• - 12 9 E' 4.5 4 - - FACTOR 105 e - - - - IQ 7,5 5...a. -3 •- - - 7.5 5.5 4 3 - - - ACTUAL TAPCON WITH ADVANCED TAPPER + EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP 12.5 B.5 - - - - - 72 9 s 4.5 a '- - - 9.5 7 5 4 - - - THREADFORM TECHNOLOGY / MIN.SPADING 8 6 - - I-_ - - 13 9.5 6.5 5 - I„"_ - - TG.S 7,5 5 4 - - - HV BLADE OR DI E.D.TANCE MIN,SPACING 3' MIN..SPACING-3- MIN.SPACING=3 1/2- MIN,SPACING - 3- 3 3f4" 4 _ - - 74 10.5 7 5.5 - - - - IT 0.5 5.5 s,5 - - E,D. 14-O"'lo 75 - - - 9 7 4.5 3.5 - - - 7 5 SS 3 - - - 1 HV BLADE W/ POURED CONCRETE,& pQO�CG,4Dp, OxKRETE E.00K PGURE1)CONCRETE& POURED CONCRETE&FOtJe3Jr DBrr:Fy-TE CONT. B4OCx f 1.5'8 - _ - _ _ _ 11 8 5.5 a.5 _ _ _ _ s&S 45 _ _ _ _ _ -� HV WiNDOW CONS£0.TE BLOCK UAL Co.•31/2' 14H E8..2-1 - MN.EDE3 1/2 CONCR D BLOCK AM ED.-3 1/2'MN ED.•21/2' t2 9 6 - - - - - 9.5 7 4.5 - - - - - y 1,0 0_90 1.0_ 0:78 1.0 0.84_ '1.0 7.5 - - - - - 35 to 65 - - - - - 185 8 5 - - - BLADE WORKING _ - 2 1j2 ...__.�_`..-._ _ 0.81 1,0� - 0.67 ....1.0 s - _ - - - e.5 6.5 4 = - - -"'s.5 5 3 - _ _ _ IN UNISON IO - 10.5 B 5ff - 8.5 6 '4 - - - -- 2' T 4.71 - - - 0.51 - 7 - ns 8.5 5.5 - - 9 65 4s - - - - 7 3/4' - 0,91 - - - 0.4314 - - - - - - 12.5 9:5 6 - q 10 7S 5 --- - e _ _ _ _ 6 g a _ 6 f 1 i/2• 0.35 0:359.5 - - - 9.5 7 5 - e B 4- - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone }#. 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. - f��'� E3ERTHA HVTM C arT� Accordion Shutter System E 0, 1 L G 1 N c. ■ ■ ■ ■ H.V. MADE#1 W/OR W/0 H.V. 1MNDCW BLADE Y• _ American ShutteroEscRtPnaN DATE DRAWN 8Y: Lc. SY stems - TILLIT TESTING & ENGINEERING COMPANY - Ev.Ro i I7MI Jry 6.'.55 N.Vi.36th.St.,Sie.SES,.NRG!NfA G4ROD:S.RCP.Ip4 3316 'Association, Inc. 1 OLD 15-G85 7f27/I OATEN 07/27/17 ` Phone:.(305)871-1538,Fax:(305)871-2531 4268 Wesimojs Drive 2 DRAWING No' , p�lpp ,,�('y t4?1 a-mdU suecoaaoloo West Palm Becch, FL, 33407 3 •« ES1 •4�y 5 E8-oC06714 4 17-107 .« ./ •••• �j-sy4t WALTE OALFeLif at167c 5 SHEET rI P.E. SEA u/ OE DATE 6 13 OF 20 --- RAMMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTAL°TIONS (SEE MOUNTINGS I.J.K&L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK LEGEND ITANCHORS SPACING LE Nb t WALK OVFR& I RENCH N'Ww hlq.ULfdIN,G �J,RAINGUARD MOUNTING (E)WALL/FLOOR WALL/FLOOR MOUNTING (I)WALL/WALK OVER MOUNTING TAPCON OR _.....-.. __.�......__.....-..._.. ___.._....._._.....-...._......_ .�......_......_. _____......__............._.r..__.._..._.. (R) AS.O.EEYLN NEGVM1E PRE69Jt@ RAn>x(p:1 it OESXRa rEG+1ii PR-_'6<1S ;u 6ys,A.sA-Oc`SEJt NEOtiNE➢ UAE PATING IF AS,O.OEM NEWIWE PRWIR£RAW(pe TAPCON WITH ADVANCED JO .� 60 7590 720 160 205 JO 40 60 75 9tl 12q 16tl 205 50 40 60 75 90;5.54 205 30140 66'F75190 120 760 205 THREADfORM TECHNOLOGY 14 iZ 10 9 8 8. 6 6 12 112 '12 12 17 P1.51&5 6.5- 7 T 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 12 10 9 8 0 6 6 i2 X12 12 12. 12'12 9.5 7 7 7 7 7 �7- 7. 5 5 5 5 5 5 5 5 .."...__ _.... "_.. "._... R LESS 14 12 10 9 8 8 6 6 12 12 12 12 10,5 8 6 4.5 7 7 7 1 .7 85. 5 5 5 5 S 5 5 5 BLUE TAF I 4 12 10 9 8 8 6 6 12 12 12 12 12' 10 7.5 6 7 7 7- 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 11.5 85 6.3 5 7 7 7 7 7 4' 5 5 5 5 5 5 5 4 4,-0' f4 12 10 9 8 8 8 6 12 52 72 iZ /2 9.S 7 5.5 ,.T... J 7 T "7 7 5 5 5 5 5 5 5 3 14 12 f0' 9 B 0 6 6 12 12 12 9.5 8 8 4,5 3.5 7 7 7 7 7 '5 B 5 5 5 5 5 5 5 14 12 10 '9 8' 8 6 6 12 12 f2 12 10 7.5 S.S 4 7 7 7 7 7 5.5 S S S5. 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 3 6 5 5 5 S 5 4 3 5•-D" 11 12 to 9 8 8 6 6 12 12 12 12 10 7S S.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 S2 70 4 8 8 6 6 12 t2 9.5 7,5 -6 4,5 3.5 - 7 ? 7 7 T 7 5 3.5 5 5 5 5 5 S 5 4 14 12 10 1 9 8 0 6 6 12 112 12 9.5 8 6 4,5 - 7 1 7 7 7 7 7^5.5 4 5 5 5 5 5 15 5 4 * SEE ANCHOR 11 /2 10 9 8 8 5 6 17 12 1.5 4 7,5 5-5 4 3 7 7 T 7 7 4.5 35 - 5 5 5 S 5 +.S 3.5 - SPGCIF'CATIONS 6•-0" is 12 10 9 8 B 6' �6 iZ 72 12 10 8 ,6 4.5 ].5 7 7..7., 7 7 7 7 7_ S 5 5 5 �5 5 S 5 ON SHEET T3 14 12 10 9 0 0 6 fi 12 ItMB 6 'S 4- ] 7 7 7 7 7 5.5 4 'S 5 5 S $ 5 4 3 14 i2 70 9 8 8 6 6 t2 12 TO 8 8.5 S .75 - 7 ? _T_f_ 7 6 i.5 - S 5' S 5 5 5 1S - 14 12 10 9 0 8 8 6 12 12 10 8 8.5 S 3.5 - 7 7 7 6.5 5.5 4 - - 5 5 5 5 5 4 3 - 7•-G. 14 t2 10 9 8 0 6 6 12 12 t2 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5' f, 12 10 9 8 8 6 6 12 10 6.5 5 4.5 J 7 7 7 7 6.3 5 3 5 5 5- 5 5"375 3' 14 12 to 9-8- 8 6 6 12 12. 8.5 7 5,5 4 - - 7 7 7. 7 7 5 - - 5 5 5 5. 5 5 4- - 0 VALID ONLY FOR UP TO +70, -75 t4 72 t0 9 8 8 6 - f12 8:5 7 5.5 4 3 - 7 7 J 5.5 4.5 3 - - 5 5 5 5 4.5 J.5 - - PSF A.S.O DESIGN PRESSURE 8•-0' 14 12' 10 9 8 8' 6 - 12 12 10.5 7.5 6 4.535 - 7_ 7 7 7 7 '7 7 1 S'�5 5 5 5 5 5 5 RASING &T FOR SPANS PER 14 12 10 9 8 6 6- 12 9 s+4S 4 3" - 7 7 7 �7 5.5' 4 - - 5 5 5 5 .5 4 3 - SCHEDULE #3, SHEET 11 14 12 10 9 6ry 8 6 12 I1 7.5 6 5 .75 - 7 7 7 7S 6 4.5 - 5 5 5 5 5 1.5 - 14 12 10 9 6 8 12 1.5 7.5 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 9,»0. 14 12-t0 9 8 8 - - 12 12 9.5 6.5 5,5 4 3 - 7 7 7 1 7 7 6 3 5 5 5 S 5 5 5 5 14 12 10^ 9 8 8 0.5 8 5 { 3.5 - _ 7 7 7 6, 54 3.5 - 5 5 S 5 5 1 �] t'T 12 tD 4 8 8- - 12 10 6.5 S %5 - J 7 7 fib 5.5 - 5 5 5 S 5 t 14 12 10 8 8 B 12 0.3 7 5.5 4.5 3.S - 7 7 5.5 4.5 3.5 - 5 5 5 4,5 ,t:5 - 10......_.....- ..., -..,.._ - _ 74 12. t0 9 12 11 8.5 E 5 ]S - - 7 7 7 7 77 45 5 S 5 3_ S 5 5 4.5 !4 72 16 4 8 8 - 9.5 7 4.5 3S' 3 7 7 7 5,5 i.5 - 5 5 5 5 i,S 35 - 14 12 10 9. 8 8 12 t9 6 5 4 - - - 7 7- 7 6 5 5 5` 4.5. .5 14 12 10 9 8 8 - 12 9.5 6 5 4 3 7 7 5 4 3 5 5 S 4 3.5 - t 12 10 9 B 8 - - 12 10 ] 5.5'4.5 3.5 - - 7 7 7 7 7 7 3.5 -= 5 5 5 5 5 5 5 4 17-0 'li 12 10 9 a 6 - - 8.56.4 4 J.5 3 - - - 7- 7 6 5 4 - - 5 5 5 5� 4 3 - - R 14 12 10 9 8 e - - 11 i 6 5.5 4. - - - - 7 7 . 3.5 - - - - S 5 . '$ ,S - - - H V BLADE E � ONLY 14 12 IO 9 8 - - - 1.618.5 5.5 4.5 3.S '- - - 7 7 1.5 3.5 - - - 5 S 1.5 3,5 3 - - - 14 12 /0 9 $_ - - - 12 9:5 6.5 5 4 3 - - ?T 7 7 7 7 6 3 " 5 5 5 5 5 5 4.5 J.5 12-0"1{ t2 10 9 8 8 6 4 ] 7 7-5.5 4.5 3.5' S 3 5 4.5 4 J I4 12 10 9 8 10 7.5 5 4 - - - 7- 7 6 5 _ 55 5 5 4 _ - - i4 12. ro 9 8 0.5 8 5 4 3.5 - 7 6.5 4.5 3.5 - S 5 11-50.5 3 14 12 10 9 8 - - 1.578.5 6 4.5 3.5 3 - 7 7 7 7 7 4.5 - 5 5 5 5 5 5 4.S 3.5 13-0"14"i2 10 '4 8 u' '7 T.5.5�3.5 3 7 7 "5 4 3 5 5 5 4 3 14 12 10 9 0 - - - 9 7 4.5 .75 - - - _ 7 7 5.5 4,5 - - - 5 5 5 4.5 4 - 14 12 10 9 _ 10 7.5 5 4 3 7 6 4 3 5 5 4 J 14^D' 14 12 10 9 - - 0.5 8 5.5 4 3:5 - - - _7_ 7 7 7 7 4 - - 5-_5 5 S 5 5 14 12 tO B - 6.5 5 J 7 7 5 3.5 - $ 5 5 1 ___..._....�. - - ....._ - - - - - - - - - 14 11 t0 9 - &S 6.5 4 �- 7 7 5 4 5 5 5 a 14_ 12 10 - - 9 7 4:S 3.5 .3 - _ - 7 5.5 3.5 - - - - 5 5 3.5' 3 - - 15-0"14 12 10 t0 7.5 5 4 J - - 7 7'7 7 t 3.5 - 5 5 S 5 5 5 41 14 12 70 6 IS 3 7 .7 4.5 J. 55 4.5 3.5 - 14 12 10 - - - - B 6 4 - - - 7 7 5 - - - - 5 5 5 4 _ 14 12 10 - - - - 8.5 t6.5 4 3S - - - 7 5.5 3.5 - - - - 5 5 3.5- - - - 14 IZ 10 - - - - - 9.51 7 a,5 Ks 3 - - 7 7 7 7' 6 5 5 5 5 4,5 16�-0 14 12 10 - 6 =.4:5 3 7 6.5 4 5 5 4 S.5 14 IZ 10 - - - - - 7.615.5 .75 5 5 4.5 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 1451 ,..tw •�•�/?'w ©2077 TILTECO,INC. 1812017 EASTERN METAL SUPPLY, INC. ic(� t • 4ra4 _ �m, �,. ■ .A. ERTHA HVTI'/77MUE}►/� Accordion Shutter System H.V.Hv #i w/OR w/o KV.WtNDav MADE j TILUT TESTING & ENGINEERING COMPANY American Shutter Systems` EV.N 9!.: OESCRIPTION DATE 01^1 eY: LC. ,ry 6]SS N.N..16tH.61.,S:e.105,11R6":!A GAROLNS;TLURiOA 3118 Association, inQ• 1 OLD 15-085 7/27/1 04TE: 07/27(17 Phone:(305)871-1530.Fa!:(305)871-1331 4268 Westroods. Drive 2 4 DRAWING No 9-m02:tdgecoGaa.4an West Palm Beach,'FL 33407 3 P. .. V55f•"•...j..L..^^.''• �'4A 11 EB-04067791 /!1 U7 L LLQ ri!! C%ALTER A.TILUT Jr.67 4 ttoRloA u4.@.1167 5 SHEET 1p.E. .S�AL'/3tUt4AfUREJDATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (S-_E MOUNTINGS ON SHEETS 16& 17). SOUTHERN PINE No. 2 Vil MIN. 0=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1/2" MIN. COX 2 W(MIN.G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W1 MIN. G-0.80 W1 MIN: G=0.43 Vil MIN. G-0.36 PLYWOOD uAXlumi DO LAS FIR%V/ G-0.50 W/ MIN. G=O�43_ W/ MIN. G-0.36 spm(II) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS OUNTINGS FLOORMOUNTINGS OUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O.IVALL MOUNTINGS 8.0, WALL MOUNTINGS B.O. VIALL MOUNTINGSM, N, 0 & R W & x . , ,W & x , , & x P & 0 S &v S & v S &v st"A RM j P.MTE FATF,(;1)UA EMM I(Q7,BEZUE Mw W pw NCIP'T Rean ww M aa Em w-Funn p1s;M kss ys:i'Z=AAI.Mw fm Lu no Nxcf ffeaff-�-o 6D MR,(H Lw M wxv-mo-"m M U Dow Rom.,RME w'.M ksa a"tr=y KMTE utr 04 4.0- 60 7-1 go 05,30 140 75 f9c)T05 A 75[go �0 7 '5( 6 60[775 ;B75 30 40 607;�1901�051 0'[60175 0 05 30 4C 60 75 -0 05.30 40 01 0 60 75 90 1 Sol 40 F= -- - J.- 7IJ90105.30 40 4 3D4. 1 151. 5 30 66T 31 �$Sf 2 0 6 6 6 j_ 6 6 12 10. 10 T--6 a I to f0-9 7 Ty 4 7- 4 -3 12 12 12 12 1 12 12 12 i-2 TT 12 T27 12 _12"T2 12 12 12 I lo 8, 6 5 6 6 6- 6 Q 10 10 9 8 E� a 6 6 6 6 6 5.5 12 10 10 9 8 8 '6 T" 6' 6 6 T 5 6 5 4 4 4 3 1 �104 It -!a 2- 8 7 2 2 12 12 12 12 12 12. 12 T2_"'I T-T2-12 12 12 12 12 1 5 12 10 8 65 6 6 6 6 5:5 4.5 12 10 -co V Y-6 4.5 12 10 10 9 6 3.5 6 6 6 1-C- Z-5-T 5 -4 < 3.5 -1-2-IT 1-2 _f2_12 T2_12 2 2 12 12 L2 12 10 &S 4- 6 5 4 3.5 6 F� 7'-o* 12 10 &5 4 6 6 IS 5�5 �T i2 10 10 5 3 6 V 6 3.5 12 10 0 37 1.5, 1_2 12_12 12 12 12 12 L2 13.5 7.5 12 12 12 10.!12 12 12 10.5 .5 _�FO 7. 7�35 -i-V-6 7-T_375 T2__Rd' 10 6 3.5 - 6 6 5 4.513.5 3 T2-TOF TO-4z-N_- 6 -6- 4.5 3.5 3 6. 4 - - - 12 12 12 12 12 12 LZ 12 12 9-5 12 12. 6"_112 10 - - _6 _6 _45.-4 j_�l -1-2--1-0- 4 3 6 6 4.5 4 3 3_ 6 5 3.5 _12-1-2 -1-- 12 _Ll__ . 12 10 10 5 6 6 5.54.5 3,5 3 12 0 4 2 12 12 10.!12 12 12 114 9.5 8.5 12 12 10.8 6.5 5.5 12_10 2.5 4 _7_ 6 6 5 4 3 - 12 10 6 3 - - -4. 12 10 6 6 4 3.5 3 6 5 - 12 12 12 12 11-59,5 12 12 12 IO.E 3,5 7,5 iL iz-i-i--6 5 11,-0, 12 10 5.5 - - 6 _L_4.5- - - 12.20 4-5- - - 6 �T T-5 1-2 1-0 6 5.5 - - - - 6 5 - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4,5 12'`0• 1 2 4.511 6 6 4 1- - L2 10 5- - - 6 5 15- Q 10 - - �5 - 12 12 12 t,5 9.5 8 112 121 rl[.7 11 - 3�51- 4 _ F�_ _11 7 2 1. _' 6 5 - - .5 1 IS 13'-0' 6 6 - 12 2 V-H_ It 4.5 4.5 - - H- 12 12 110.518.517.5 IT 11 7 5.5 4.5 4 7.5 - - - -1 5.5", T 14'-0' 12 to-]- 6 5.5 - 12 7 IV2 17 1 -1- 1� 1-- 6 12 19 517.516 14.51 _L 12_ 6 12 2 12 111 E J7.5 11, 2 a's 7 6 4 12 9 6 5 5 12 5 6 _4 12 6 12 5 6 110. 8.510.5 4 112 112 1 a 16.3 1 5 1 3 111.516,5 5.514.5 3.5 10 HV BLADE OR Cl:) HV BLADE W HV WINDOW BLADE WORKING IN UNISON* + NOTES ON ANCHORS-REQUIREMENTS; WOOD SUBSTRATES 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: _SOUTHERN PINE No.,2 W/ G�045(N.D.S) - 1/}_O TAPCIDN ANCHORS.AS I.ONUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.D.S.) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FIR NORIIH W1 G-0.43(N.MS.) EXCEPTION'.SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W1 G-M36(".O.S.) 2.ANCHORS To HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2*Cox FLWIODD(1986 APA) LAG SCREWS As PER NDS 2015 spEcincAmous. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEC,7CATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILD111 CODE(Non_Hiah Velocity Hurricone Zone: 02017 TILTECO.INC. @2w EASTERN METAL SUPPLY, INC. C EN BERTHA HVTM Accorthan Shutter System Hs. BLADE#1 W/OR W/O KV.WNDOW MADE _�_ _o-IN-� 711LTFC�- ANS.&A. American Shutter S,ysiems qcv.ft DESCRIPTION DATE DRAWN BY: L.C, TIL T TESTING & ENGINEERING Lj COMPANY 355 Ik..36!h.Sl„S.,Z-05,V.MA GARDEN,FLO.=4 3316t Association, Inc. I OLD 15-085 37/27/17 DATE-' 07/27/17 Ph- (305)371-1530.F..:(305)871-1131 4268 Westroods Onve = - L 33407 West Palm Beach, F DRAWING No ........... %./oly7-107 \ 4 0 ED- 'A L V0 It it VALTER XOWILU6771,P.E.P FLORIDA Lic.J 44167 pz SbZ/SM�YCRE/DATE SHEET 15 OF 20 END INSTALLATIONS Cl:) HV BLADE OR WINDOW BLADE INTO 2"x4 MIN. WOOD STUDS 1-mos PEO.D. WOOD mm A/...WON 7'.A•w, (As PPUCA5,E) AN I .00-1 STUDS. 1 1/2' wicN AID (AS APPLICABLE) SRW OR MCNIATION EXISCOX TO'il TI.G PN DIM. COST E-MT04-C C S G CLASS r % u5sm EEOL /ED ---1/2' N.COX ro [LSES�WIAIXIN sowa a,9401 .. ....... . ...... COX 11 Im BADE (flfil; DINT 1/2 ItR IiLveo,: Eck ON OR SHOR Is MR 19 M 2 .1L FILATE.(LOCATE 1/2* AT EINm N TKIR -a 016 �4-,( in 11IN Ir&I'du14•a Tura s III A _4 �Cf I OR Q�* SEE DX md ME.m SZE CON-Acno, SEE MR- jl�OR ♦ TO r�s !;Ir a . X F Sot C SCTION -vlg- SICE C To 81-3 'c l'' �07-'_Gl 07. ft-9 C-61 4-fj;- 4 -: -rv- T 08-0-6-0-04 END CONNECTION,DETAILEND CONNECTION DETAILCq:; END CONNECTION–DETAIL> ENE) CONNECTION DETAIL -CI.Ass STUpS KOD-1 f TAPMN S.N.S. E.F�-MISS 10�14. 12'OD -0— Ct" ONN F USE �4" ♦ SEE UMQATIONS OF FOR uY S-EDLUA —T.- ON ilnn-—11-11"Ol - ii TOT BLADE-,I� SHEET 19 j.6 I F(D solow.ON ON O'm Is F�� i A (17D ORS M,,N V..'Unt w4' (9-r 31, 4-(LP VIEW S RED ' PLAN DETAIL END CONNECTION DE–TAI (CI) END CONNECTION DSII:2 ..... FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: \`CI A fize/ 02017 EASTERN METAL SUPPLY. INC. ...... 02017 TILTECO,INC. BERTHA HVTM Accordion Shutter System e 11LIEC01 K C. A,SS,A. KV. MAN #1 W/OR W/O KV. W11,WN RAX . TILUT TESTING & ENGINEERING COMPANY American Shutter Systems NDESCRIPTION DATE DRAWN BY, L4. MA�Stt Association, Inc. I OLD 15-085 !L2� OATE,- 07/ /1 Jakt,.S',St,.J05,MACIPA WOONS,FLCRVA!3K %Xc*' 4268 Westroods e4ve Ph... (305)871-1530.F..:(305)071-1531 2 DRAWING No filuK —0; West Palm BeaCh, FL 33407 —3 ..........* Ee-0006719 71 1 - 0 L WALTER A. IRLUT�k.P.C. 4 7 U,,. 5 SHEET 1p"E. L/sIGNATURE/MFLORIDA iE 1 #44j 67 6 1180F 20 A, 104' • GENERAL IJMTTATIONS AND CONDITIONS OF USE FOR BERTHA )IRKING IN UNISON WrrH HY WINDOW 13LADE Q> T 1 (977 J I I.MAX.A.S.D.DESIGN PRESSURE RATING: +110, - 110 p.t.(, A Fill I I I 1 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.0&H 014 SHEETS 6,7:AS WELL AS MOUNTINGS M.0,T.U&W ON SHEETS 16& 17. 4 ONLY CENTERMATES OR ARE ALLOW WITH D INNaLA A g AE 99(BOTH W/ OU.114 CASE OPPO 1NG 05 4", Y AR I A SYM ET AL OR OPPOQN T or 0'1 tusr BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 'A, CENTCRMA E. S.(A)HV WINDOW SLADE SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS IYP.EA.END 0 (9 AXI (3-o HOLES)FOR404 PER SLADE AT SPACINGS SHOWN ON SHEET 4, 4 (8)MIN CLEARANCE FRO DE _k TOP OR BOTTOM EDGE OF 14V WINDOW SLA MAX,5 MtDOVIS OF ANY 3'0 HOLE FOR U4 SHALL BE 12*. ALLOWED YIIN0 IIALADE@ —0 - 0 0 0 0 0 0 — 1111 (C)FIRST OR' LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE H`J WINDOW BLADE Q0 (D)KV VANDOW BLADE�MUST BE USED ALTERNATE TO A SOLID HV FLADEQ THROUGHOUT SHUTTER'S WIDTH. SLADE MATESHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV EITHER (E)CC('�ATHEM,SIDE OF THEM, (F)POLY ONATE BE INSTALLED SO T TABS FACE SEE E THE INTERIOR OF THE OPENING MV WINDOW I*MUST BE .W�ID GUSING A HV SETTING TOOL PRWOEO BY ASSA CONNECTION ONLY INSTALLED AND LOCKED DETAILS ON SHEETS 0 0 INC. 1 0& is TYP. 6 SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME FULL HEIGHT. OR ai 13UILDEN ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES z A &2 ABOVE 7.SEE ANCHOR SPACING SCHEDULE FOR INSTAUArONS INTO POURED CONCRETE ORC E BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN (SEE NOTES I&2 ABOVE). B.MINIMUM SEPARATION TO CLASS SCHEDULE.PER ASTM E-1996: (SEE PLAN FOR REQUIREMENTS) TIYP TOP&BOTTOM 4Q-) WIND Z014E MINII M SEPARATION TO GLASS I THRU 3 1. EkSTING GLASS-L ELEVATION SEPARATION TO GLASS "(SEE 5 ON SHT 11 FOR MADE Cl' 4 6.25' AND 02S`SHEET FrA BtADEs(D&OA ;71 ...... ATE CENTERMATES(j'jL.6_i W/i_5fFXTERI0T AND W/U4, OR (SEE OTE 4 ABOVE) 65 sy"'..", C T CAL. ENTERMATES IDI @2 I /_�ip > !1/ OR 45,)AND . .1 .lr�'(SEr NOTE 4 ABOVE) PLAN TYPICAL 11, HY BLADE WORKING IN UNISON WITH BY WINDOW BLADE A SHUTTER* .'0 k TI/ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: .......... Q 2017 EASTERN METAL SUPPLY. INC. •ti�cEvs02017 TILTECO,INC. • BERTHA HVTu Accordion Shutter System A.S.S.A. H.V. BLADE#1 W/OR W10 RV.VANDON.BLADE _777m E 7C0TNG. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems RM No DESCRIPTIO11 DATE DRAWN EIV. L.C.- '355N.W.36tK SL,Ste I GNIA GARDENS.FWFOA 3316f Association, Inc. I OLD 15-085 07/27/17 DATE- 07/27/17 Pane 530P. (W5)671-1531 4268 Westroads Drive 2 —DRAWING NO ut—ot..— West Palm Beach, FL 33407 3 ITLUT Sr.P.E. 17107 P.E. SEAL/SIGNATURE/DATE FLORIDA UG. 44167 s SHEET 6 19 OF 20 6'x11/2-x0.°35"THICK INSTALLATIONS W/�O HV BLADE & HV CENTERMATES (1 -;2-°a°•M-.,- �Min.ASTM A-653 GRADEVARIES ' M-., - Min 0-60 CALV.STEEL 2 M., META'STUDS AT 16'D.C. W ' 43b INTO METAL STUD WALLS * o. i033" T- a.cJ 40 41 m•oo' * 4304"o NOMINAL I --------- 1/2" 475" - / 3 GENERAL LIMI IONSAN CONDITIONS USE ALUMINUM SLEEVE LT 3t4"x s 1t4 x D.G35 THICK Min 1 43C t / 43a 0' JI 12 0 T FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063—T5 ALLOY CONIT.CALv.STEEL 1RACK /` O 6.O.C. i I " ' SYSTEM INSTALLATION TO METAL STUD WALLS ASTM A-653 GRADE 40 P46,G-6O 1 / ,-----!' SEPARATION TO GLASS SCH 3.000' cavAt;¢Eo FASTENED ,D s1UDs / 1 ; r. 4 EDUIE ---' W I2)Ifixt/z-TEK SCREWS ON i EXISTING FINISH 39 I I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) .0 INTERIOR.h EXTERIOR FACE ; t'A$APPLICABLE I' I n 2, MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE MIN.SE EPA N w ASTM E-1996 SEPARATION �43c LENGTH + ,'I-- EXISTING cuss— —, TO GLASS - - 3. ALLOWED MOUNTING: MS ON THIS SHEET, TO GLASS (SEE SCHEDULE) 43a l J4"0-2QX3" BQI� 4, ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED T THRU 3 1" '•) ( MUST PENETRATE 43c i" 3 m` WITH 21 ARRANGED A S METRICAL LAYOUT, w a USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4^ 1 3/4-x 6 1/41 0.035•LOCK Mln,i EXISTING FINISH " 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF ,•373-- •A$APPUCA.BIE ' CENTERMATE. 250`-fir- L,050" CONT.CAL'/.STEEL,PACK Cl4V4N£L,I } �• H ASTM)A-653 GRADE 40 Yin.G-60 I 1 i i i s j 'y OALVAt7RED FASTENED TO STUDS - ry Wt(2)I6x1/1-TEK SCREI'7S ON ' i 43C t O ,INTERIOR&EXTERIOR FACE I t - I 10 6.O.C. -1/4"0-2¢ THREADS BLADE SLACK DETAIL MVF IS ALSO VALID FOR 43c 1 f4"0 ELCO CONSTRUCTION 1/2- 12 38 CENTERMATE 21 APPLICATION WITH BLADE 1 O O PRODUCTS FAB—LOK HD 43b 6'x I 1/2'y 0.035'THICK, , :icVARIE5�J 0 6" O.C. COMPONENTS 'MiR ASTM A-653 GRADE 40 ?.,Mail,•..< T G-60 AT Min.ME ;;,: MS WALL HEADER/SILL INSTALLATION METAL STUDSSA7 76"O.C. ,n. :� EXISTING FINISH FINi$H AS APPLICABLE SCALE: 3/6"= ,- A 0 v y" 3 4'.,6 1 4'x 0.035'THICK! Min. TYP TOP Ai B TTtlll —v / / `EXISTING GLASS _ C- _ _ _ _i ;CCNT.GALV.STEEL TRACK CHANNEL, _ _ _ _ _ _`.. %ASIM A 353 GRADE d0 Min.G 60 -I i ,. ,. ,..,...;.:. - , I. .. ..•.'`.1 t �. - .. -; I I y.`•.::•., �� CAIVANZEO FA$TENFD TO STUDS I I:. SYMMETRYCAL I 'µ`A'' SYMME7RYCAL W/(2)#'6x1/2"TEK SCREWS ON 430 436 43c. I I• -'I I::. .. . MIN.SEPARATION VARIES i INTERIORu EXTERIOR FACE CENTERMATES W/; ., `. 1 1<;;CENTERMATES W/ ;.:I I TO GLASS 2• I ' .,i ,•- i (SEE SCHEDULE) Max. I i �'-.:-, I ..':.:_..:� .•: 1 ":.:r.? _1 1: EXTERIOR ACCESS SIDE:'� I.;.INT :: 1 t I I ERIOR ACCESS SIDE. .. .. .. i IN {s"MIn.) 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O AT 3 2 jf -'--- --"';-- ----- --`--_' _ -- -`---- ---t,\ ,i-'-- ---- - -- - ----- --- -- --- ----'- -- ---'I{--- --- ------- --- - H7 NEAGE/ILL ENO �/IEV� Y I 1 R S� S ' 3 t/A"(TyP) {6"6.m.) � - 2 _ SIDE CONNECTION TO TRACK (Cont.) �,"—.... -6 1/2"(Typ,)--...-i-.-.�_ 7•....__._.W._...,__,.___I ..-7" —6 1/2'MAX.BLACK 'k*_-...--: HVA HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurriccne Zone' 4M}1 01017 TILTECO,INC. LCJ2017 EASTERN METAL SUPPLY. INC. BERTHA HVTIA : w / �a A. ■ ■�■ ccordion Shutter System z�7I L E 4 v INc. H.V.HvBLADE#1 W/OR W/0 H.V.WINDOW BLADE ' //�'Y •'IT TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev,tic DESCRIPTIO14 DATE ORAYf.4 6Y: L.C. 6355 NRI.36th.SU.51..305,•ARG:NN CAWDIS,rLGROA 3315 Assoclat(on, Inc. 1 OLD 1$-085 7/27(1 OATS: 07f27f i7 t Phone SIB i'15,111 .Fax:(305)871-1531 4268 Gdestroods Drive 2 GRAWINC ND ty^.,-•,rCOo`aA••`14`1,Lt e-mcEB'.00Ofi701g aa� West ?Dlm 8e°ch, FL 33407 3 i 7t-r-107 ,�pp ••••'- "qq��(��?,11 WALTER A,TIWT t.,P,E. 4 SHEGI P,E. SRoi. 1�F"iE b*ATE FLORIDA Uc. L4167 5 6 20 OF 20 a s s