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HomeMy WebLinkAboutProduct Approval 07/01/2019-5:02pm Talyssa V:\projects\ Mester Plan Sheet Store\Windows-Doors-Shullers\400 Wnd Charts\ Reference\2017 Windload Charts References\2017 d FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 170 MPH MRH >60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING 'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE 'D' BASED ON Kd=0.85 NOTTOBEUS DORMITCHED WIH'L MRH=MEAN ROOF HEIGHT INTERIOR ZON PRESSURES 1 EXTERIOR ZONE S)PRESSURES 1 ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 - __. Mean DESIGN PRESSURES(PSF)-ZONES 4 1. IDENTIFY THE ZONE OF THE OPENING AS INTE GfRZONE-4)_ R EXTERIOR(BUILDING CORNER,ZONE 5)PER THE 2 Roof Area Of Opening(5q F`. _4 URE BELOW LEFT OR INFORMATION P VIbED YOU`B1�L Area of Opening(Sq Ft) 3 1. ANY QUESTIONABLE OPENING�SS ONSTDq T,H RE CRITICAL(EXTERIOR)ZONE S. Height 10 20 30 40 I; S eight 10 20 30 4O 50 \?•/IDENTIFY THE BUILDING MEAN(AVERA E)' F_ LOWEST GROUND ELEVATION.IF THE MEAN R OF HEIGHT CANNOT BE IDENTIFIED,U E _ E;PE - P HEIGHT. 54.9 54.9 53.7 -52.8: 100.6 -100.6 -95.5 -91.9 -89.0 2.1. ALWAYS ROUND UP ROOF HEI; AB' L E 61-70 ft 170 ft 2. VALID FOR ALL ROOF SLOPES: F2Ta' 10°j QfAENGINEER FOR REDUCTIONS. +54.9 +54.9 +53.0 +5L6. \,\ +54.9 +54.9 +53.0 +51.6 +50.5 CALCULATE THE TRIBUTARY AREA 01�. E EM)IJO INQ�THE GREATER OF(HEIGHT•WIDTH)OR THE -60.3 -60.3 -59.0 -58.e:-Z57_'", 110.5 -110.5 104.9 300.9 -97.8 SPAN LENGTH(HEIGHT)•AN EFFECTIVE `TTIE E� HT 2/3). 3.1. USE THE AREA BETWEEN STRUCT�U NLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL 120 ft +60.3 +60.3 +58.2 +56.7 +55.5 -� 120 ft +60.3 +60.3 +58.2 +56.7 +55.5 1 MULLS,COLUMNS,ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST -64.0 -64.0 -62.7 -61.6 -60.8 -117.4 -117.4 -111.4 -107.2 -103.9 (10 SQUARE FEET)SHALL BE USED. 170 ft 170 ft 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS +64.0 + 0 + .$ +60.2 +59.0 +64.0 +64.0 +61.8 +60.2 +59.0 THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. -65.9 65.9 -64.5 -63.4 -62. -120.8 -120.8 -114.6 -110.3 -106.9 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY HE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 200 ft +65.9 65. +63.6 +61.9 +60.7 200 ft +65.9 +65.9 +63.6 +61.9 +60.7 5.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd 67.0 67.0 6 64.5 122.8 122.8 -116.5 -112.1 -1087 REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 220 ft +67.0 +67.0 +64.6 +63.0 +61.7 220 ft +67.0 +67.0 +64.6 § k.7 I-T ' S ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 -68.0 -68.0 -66.6 -65.5 -64.6 -124.7 -124.7 -118.3 =171 . SE '2.4.1 AND CHAPTER 30 PART 1 OR 3,USING HE CRITERIA AS OUTLINED HEREIN. C 2 SIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. 1. 240 ft +68.0 +68.0 +65.6 +63.9 +62.6 240 ft +68.0 +68.0 +65.6 +ti3r - }f2, T CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. _` 11 ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF HIS RATING.FIND CATEGORY TO MATCH OR BE LESS THAN -68.5 -68.5 -67.0 -65.9 -65.1 -125.5 -125.5 -119.2 4.4 .1; ERATED LIMITING WIND VELOCITY ABOVE. 250 ft +68.5 +68.5 +66.1 +64.4 +63.1 250 ft +68.5 +68.5 +66.1 +64U 63 ;4�1#rERNALPPRESSURE COHIC FACTOR EFFICIENT ENTT(G pT+/-TERRAIN)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 68.9 68.9 67.5 -66.4 65.5 126.4 -126.4 -120.0 115.4 X1`1} 5.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. - HVHZ=HIGH VELOCITY HURRICANE ZONE. 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. -69.4 -69.4 -67.9 -66.8 -65.9 -127.2 -127.2 -120.8 -116.2 -112.6 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED 270 ft DIGITALLYOR 4CORRESPONDING I +69.4 +69.4 +67.0 +65.3 +63.9 270 ft +69.4 +69.4 +67.0 +65.3 +63.9 9,HIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE -69.8 -69.8 -68.4 -67.2 -66.4 -128.0 -128.0 -121.5 -116.9 -113.3 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF 280 ft +69.8 +69.8 +67.4 +65.7 +64.3 280 ft +69.8 +69.8 +67.4 +65.7 +64.3 THE USE OF THESE TABLES IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO,,PGU_CFAPP.fs`OVED CERTIFICATION. REFER TO ANY SEPARATELY -70.3 70.3 -68.8 -67.6 -66.8 -128.8 -128.8 -122.3 -117.6 -114.0 SUBMITTED TEST CRITERIA AND OTHER APJ�ROVALS pOR'I) STALLATION INFORMATION AND APPLICABILITY OF 290 ft -`ft THESE TABLE VALUES WHICH IS TO BE VEF(IFI ZED By_ HER$}1N'ACC CE WITH GOVERNING CODES. +70.3 +70,3 +67.8 +66 +70.3 +70.3 +67.8 +66.1 +64.7 11. ADHERE TO ALL LOCAL IMPACT PROT$$ Ty AN 12. NO CERTIFICATION ISOFFEREDFOR7H ,IN fi"N 'STRUCTURE. _.a•r... 13. EXCEPT AS EXPRESSLY PROVIDED HE E __ O FICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONER), EXTERIOR 6 R . ' , EAN ROOF HEIGHT MRH EXPLAINED =z z xN� z a= 10%OF LEAST HORIZONTAL DIMENSIC(N'OR._ LEAST HORIZONTAL T m n O N T W rTt n ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BUT, S DIMENSION O O D`"m O A O- <>v"o/H -_ m w D PEAK ROOF ;0 O A C >r-0 h ml):. -tA THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT.USE HEIGHT 5 5 v z t7 m m n>3 O u p In m z A o r -Z a- c to CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN ENGINEER p m p ►. GT z O p n p G)z M Z-I m FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 2 3 z z, z z m*-( p>o-t G).y.3 3 m c Zm O m c P MEAN EAVE HEIGHT 5 O ��r'ZC1�O 7 Cp0>z4.4 z, IU) ;0 rT- � 2 ROOF mOz O. tnmzrm 9.'rJ'"y�2 tnp A a a ROOF MRH) N p m HtnO m �mZ"' �z m J f f 1 t HEIGHT HEIGHT WIND� g < 0 Nm D 6>�p �, N r� co 0)) (MRH) O O FLOW 2;O DD>>OZA2U .• �O M, jC(DD 1 1ypr x-nnj 5 ® O ® pn� , 3�m m Tra'I n��5O PLAN VIEW ;3zzn c RL �v�G?ODm .0mEn�Cc >� CDO5COMPLEX x0� =M "�>>inm� z� �1 ELEVATION ISOMETRIC CORNERS 5 5 Zms ■ '"'I n Z >Ro W m a In to ttn Oo REMARKS DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE AjLn- � � aha 9 g-n V� D O [NIT ISSUE GSS TSB 03/05/12 / o*a oz m t REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 ° ��''= " G QON 3 Hi 2017 _. --,E03S K O -�_ i REV 2014 FBC DGM TSB 06/10/15 �•- --+�9• a-��u� �� -r�»-'�^ o m m Q V1 0 UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: m%G) F•+ ;�, eZ 1 ► Oz OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS 8L CLADDING 160 SW 12th AVE, SUITE 106 Inm r"r\- jr-- PERMITTED r y THIS DOCUMENT 6THE PROPERTYOFENGINEER04GEXPRESS, MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 z a Np N N AND SHALL NOT eE REPRODUCED N WHOLE OR PART WITHOUT (954) 354-0660 866-396-9999DL WRITTENASCE 7- 10 TEAM@ENGINEERINGEXPRESS.COM�n ADDRIONS.OR OTHER MARKINGS TO THIS DOCUMENT ARE NOTANDINVALIDATEDURCERTIFICATION ENGINEERINGEXPRESS.COM ldmtlfication -Sche-dule f&r Op'- enin- cy Protective Device or Svstem (7hefo/lowing minimunt infolmationshall be 1.7)-014ded 10,facifirate ploin rei4e.w and illspectioll of rile proposed I'l!SIC11101ioll, opening.protective dei,ice orslWelll) Address: 9650 S Ocean Dr #1502, Jensen Beach, FL 34957 TypeofStructure: PERMIT Approval Shutter Shutter Anchor -7 Width Height 'All S cing Dev. Device Device 1. Type Manufacturer Accordion A.S.S.A. FL389-R9 - 65.9 60 53 63 Tapeon9 . (Concrete ----- ------ 2. Accordion A.S.S.A. FIL389-R9 - 64.5 60 73 63 Tapcon 9 lConcrete 3. Accordion A.S.S.A. FL389-R9 -62.6 94 342 97 Tapeon 9-7 ---------—1Concrete 1/13/2020 Florida Building Code Online A� 8CI5 Home = Log In User Registration ? Hot Topics I Submit Surcharge I Stats&Facts I Publications Contact Us BCIS Site Map i Links Search i ( t l:Product Approval oUSER:Public User b"- Product Approval Menu>Product or Application Search>Application List>Application Detail �r , a FL# FL389-R9 Application Type Revision 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 Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. ,, Validation Checklist-Hardcopy Received Certificate of S AMERICAN Independence FL389 R9 COI H p C UTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By https:/Ifloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8°/p3d 113 1/13/2020 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# €Model, Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade i Extruded aluminum interlocking blades retained by tracks(top 3- (Non-HVHZ) -Drwg 17-108 and bottom)for storm protection -- !-Limits of Use .- Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17 j Approved for use outside HVHZ:Yes 1 108 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 SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf, 9'-11"for 55 psf Created by Independent Third Party: Yes j HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf. See sheet 5 for other spans and ASD pressures. _-..._._.-...._._._.-.............- .-- _.... .._-. _...................... -- ------....._...._..--- --.............-................----.._._.._........__.-...._..- 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top i Only- (Non-HVHZ)-Drwg 17-107 and bottom)for storm i- ----- ..._........._. ...........................---.. protection .................._. — .__.._..---- .._...... — -.--...........-._ --..........-_............_... —.. i Limits of Use i 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. j Other: Large missile level"D". Max.Span is 16'-0"for 30 p.s.f ` Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64,-72 p,s.f.A.S.D. € FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,. j load for HV blade for Keystone mountings 7'-0"p.s.f, for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION i stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation ? Created by Independent Third Party: Yes i drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO- (Non-HVHZ)- Drwg 17-106 i and bottom) for storm protection Limits of Use _ - `Installation Instructions - i Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ: Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER i Impact Resistant: Yes i 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 for; Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 i Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. i DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF j Created by Independent Third Party: Yes E;snr:� Natxt 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::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: .!.K! El R-A 99 -#gid,. Lhttp,://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 1/13/2020 Florida Building Code Online Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 3/3 , GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS'PAODUCT 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 NIGI1 VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTPLLED WITH A DIREcnONALFTY 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, 19& 20. C 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 AREA 1: HV BLADES BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(05.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL. NOTES SHEET 1 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 NOZ USED IN THEIR SYSTEM COMPONENTS 1-20 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 114 ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: I II TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE#, #0214,01-03.#0715.01-03,#1004,01-05.,#1214.07-05.#0317.02-06, #0609.01-10 AND;)0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE T AND HV WINDOW BLADE AND C-1996 STANDARDS (MISSILE LEVEL D,IVIND ZONES 1,.2i&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. HERE APPLICABLEa -KV W7INOOW BLADE TO 10505.01-OB AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND# 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2, HV BLADE(}, ANO HV WINDOW BLADE 9 ARE ENGINEERED.r6:WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT SLAOES'KHUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 914x2.75*AND#14x1.75`RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 psi YIELD STRENGTH AND;180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH SERTW,HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCL471011. PINS MUST BEAR THE W1 MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY, 'I MAXIMUM SPAN TABLES SHEET ti ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES AOR CORROSION RESISTA14T COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHAH.COMPLY Vt/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEEP 14 6,BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 1316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE U 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 1N BLADE U&Q WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 I END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 8. [HIS BERTHA IT.V,ACCORDION S14IMER SYSTEM SEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT #5'455,179 ISSUED TO EASTERN METAL SUPPLY, INC. I 9.1T SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 5 TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE UA'ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WVINO/RAW INTRUSION. TYPICAL SHLRTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE;WITH WARNING NOTE: DURING PERIODS OF HURRICANE'WARNINGS HOME OWNER,TENANT,OR OTHERS,.MUST PROPERLY CLOSE ALL HV AND HD �� CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. AREA 4: HV WINDOW BLADE,(1)ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A RE.\OILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS. METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING 70 COMPLY WITH SECTTDN 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL'COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS A14Y BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)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. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.. PROVIDED HE/SNE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (c) THIS P.E.D.WILL BE CONSIDERED INVALID Lc ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (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 TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. I (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL PNO SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Tr+rrrrer•a:,.y„.� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 TILTECO.INC, 09 2017 EASTERN METAL SUPPLY, INC. BERTHA IMM �+ �1�E CO3,,. \ A A Accordion Shutter System ■a7 "■ ■ ■ H.V. BLADE#1 W/OR W/0 TLV. WINDOW RADE g f.&J I{ ') TtLLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N DE CMPRON DATE DRAWN BY: I.C. 5 (7 Ak J f'�' $x' Association, Inc. T o!.D 15-085 J7/27/1 DATE: 07/27/17 ,\ 0.155 N.1'/.361,.St..Ste..05,W1R0,h.Wgao S,0.0RC+A 33,8 --�'t,-- Phone:('05)871-1530.To.:(335)871-1531 4268 Westraads Drive 2 GRAN'ING No -'•.1�V........'(.y'R`j' 1� a-me:I:tme�oao�l.eo., West Palm Beach, FL 33407 3 t 7-1C*7 - `�+IML"'t��r'{LLL WAITER -ON6719 P.E. 4 P.E. �1 AtfS&IAYURE/DATE FLORIDA Lic.®44167 5 SHEET s 1 OF 20 i VARIES 1200 4,999' 5.857' .3,75,- 80. HV SOLID BLADE TE tiJ3) V U I ERSAL FLOATER QUALIFIED FGR USE W/ Co UNDER US PATE 58119 O�1,� QUALIFIED FOR USE W/ HV BLADE(i) 4)HV DIRECTMOUNT ,C19) HV WINDOW BLADE' 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 AL R BLADE 01 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY AND TEMPER 373-" 6063-T6 ALLOY AND TEMPER 3.228 (TYP,) 1556* 4 .9944 ;' 1.000' L ,670" 2. 26` '" I n nL 2 842;; io of 7� 2.0-2- (7 —"-`125�j 1.375, Q_:)HV ADJ, ADAPTER WAIP 077' -'A20 ;I QUALIFIED FOR USE W1 HV 1,8!HV WALK—OVER TRACK BLADE 1, QUALIFIED FOR USE W1 HV (i)HV TRENCH TRACK F, -HV A J. FLOOR TR K 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY Q 00 HV RAINGLIARD QUALIFIED FOR USE HV BLADEA TEMPER SLADE kT!ONLY, B 6063-T6 ALLOY AND TEMPER —QUALIFIED FOR U W/ HV -�All USE D� BLADE TEMPER VARIES gi 1.936" VARIES 1.936 6063-T6 ALLOY AND TEMPER 2" 6ioeo _4 mL V :L I j 20' jf2 HV HEADER/SILLCQjf_:3��! H D GELLING HEADER/SILL 12 Ill V. V CEILING HEADER OUALJJTF�I-ED FOR USE w/ Hv BLA.Rr ONLY D 4) HO WALL HEADERISILI� L FOR USE W/ HV BLADEO IONLY, 6063-T6 ALI QUALIFIED FOR USE W/ HV BLADE SEE SECTIONS FOR VALIDITY SEE SECTIONS FOR VALID1 - QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER BLADE'_'I)ONLY. 5063"T6 ALLOY AND TEMPER COMPONENT 9i T2 x Y t A 2 2' 10,125- T (1:�7j 2 !1*MAX. 1/8" '1 1/8' I —It I I -- 3- 110.C90- 11--L 608 �i 2- !.92*10.192" x SIDE ANGLE ,16) S 1G CORNER-POST MAX.` .190" 0,190" 66ALIFIED FOR USE W1 HV jALLIMItjIJM ANGLES 'ALIFIED '(5U FOR USE W/ HV BLADEiQUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY Al 01 TEMPER BLADE`1 ONLY, 2- 5 0"'11.IOA31- 6063-T6 ALLOY AND TEMPER `6063-T6 ALLOY AND TEMPER =rosirraof FLORIDA BUILDING CODE n(Non High Velocity Hurricoe Zone' 02017 EASTERN METAL SUPPLY, INC. jk A. Z, 02017 TILTECO.INC. BERTHA HVTM Accordion Shutter System 71 JEco ., A.S.S.A H.V. BADE#1 W1 OR W/O H.V. WINDOW BLADE American Shutter Systems DAY -"BY.. I.C. Association, Inc. 07/27L/17 D DAm 07/27/17 TILLIT TESTING & ENGINEERING COMPANY OF 4268 Westroods Drive 2 I DRAWING No t}05)671-15}0.r-:(305)871-1531 --rhIII- West Palm Beach, Fl. 33407 3 -0006719 17-107 0 WALTER A,T11.0 Jr.PS. 0 FLORIDA Lic. 44167 SHEET P.?L�-EAtA,�VFPZME/DATF 2 OF 20 .� ' i NOTES ON HV LOCKS AND CENTERMATES: 2:�i� 9) 1, M6tjDAjQffLLWQMQN-LL ONE HV LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR F SHUTTER SPAV FOR SPANS UP TO IDS-, AND R IN IONS A A ,t 1 OW �&MO FOR STALLAT #7 ANY i, lELEVATION. HV LOCK MAY USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO It))OR fD r 1 @9 12'ABOVE OR C 2�or E p CENTERMATES W/(2) 1/4"0-YO x 1/2n LONG FLAT HEAD S.S.M.S. LOCATION or LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV f OF LOCKS TO CENTERMATES 1?3 L6rK?Zl, ,fj'011'q. MA�ILE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OR 2�SHALL BE AS INDICATED ON NOTE(t) ABOVE. Loc4oi,i OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION #2 (VA! ONLY MEN CONDITION 01 ARE N 1 Hp NOT REQUIRED AT HURRICANE POSITION, BUT MAY 2 is K51- LOCKING RPO_I O R 64, 964,oo;@�;,9 25 BE USED IF DESIRED TO ENHANCE SHUTTER _ISIF.01 ANCE. LOCKING RODS 35 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION #2:ONE HV LOCK-Z# SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN -'t SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. AND INSTALLATIONS AT ANY ELEVATION. I LOCK(24 or 2 L014G FLAT HEAD S.S. M.S.TWO LOCKING RODS-fS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL 13E AS INDICATED ON TYPICAL SHUTTER ELEVATION. CORNER CENTERM. TE PER ON SHEET 12. tlr ATTACHED TO q4 K%IV/(2) I/ro 20 x 1/2 � i ¢$�,,.;ONE ALi£RNATE TiV LOCK�;MAY BE USED IN LIEU OF HV LOCK Q�or �^ FOR ANY SPNJ AND 8 S"�o4 j ��� -INSTA?LATIONS AT ANY ELEVATION. ALTERNATE LOCK 1F'6 IAAY BE U5E0 AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT' '`r) I � � } t T`r OF tj{',d-gOx3j4-5�. THUMBSCREW T6 fist;OR�2 CENTERMATES SNALL BE MADE 4tj 7j4"e-26z3f4"ALUM. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS SCHEDULES SHOWN HS D- oxQu HDD-IIVD o� RIVNUT AS SHOVRJ ON SECTION HVE, SHEET 8. ONE LOCK SNALL BE USEC AT i/2 OF SHUTTER SPAN OR TV10 LOCKS AT 1/3 OF SHUTTER SPAN, al 6. MANDATORY CONDITION 0 R ONE HV LOCK C5 SHALL BE -Slg FKOMESiCtIgNI2�NASBTAOVUEAnOORNSS'ELOVJ 1/2 OF SHUTTER SPAN FOR SPANS UP USED AT 1/2 OF SHUTTER TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION, HV LOCK I&or-@5 or�MAY BE USED AS AN INSIDE OR K, ATTACHED To P,*or P SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. OUTSIDE LOC � M.S, LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ @ SEE END 374L CONNECTION 4 OR� TOP AND BOTTOM IS COMPLETELY MANDATORY. D EJAILS ON )l r E H I SHEETS 10 1 8 TYP� FULL I *NOTES ON HV "T" LOCKS AND CENTERMATES. HEIGHT. OF CORNER 1. NQ AITERNATE TO MANDATORY CONDITION 01 OnK 40 AND CENTS CENTERMAII ALTERNATE HV -r- LOCK-00,MAY BE INSTALLED IN LIEU OF HV LOCKS 04 OR a$ FOR ANY SPAN AND -0 OR OUTSIDE LOCK. ATTACHMENT ONE ELEVATION. ALTERNATE LOCK _VAY BE USED As AN INSIDE fWALLA ON AT ANY OF LOCK U_4 INCLUDES USING REINFORCING LOCKER V7 , AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE (DO f-5 C 17) CONNECTED TO CENTERMATES 0 AND--�g;W/ 1/4"0-20 Y. 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32 WiNGNU7 OR W/ 1/4'0-20x1'SS.M.S. INTO A 1/4-ox 5/8-RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12- Off, MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING ROOS(551TOP AND BOTOM IS MANDATORY. iE5; 08 1 81, 17 Ox 08 qfg-,-C91,-IC3-'-C19/1 C�J �M&N, HE CENTER CENTERMATES: 'T FN WZ'a . ONE ALTERNATE HD LOCK(14 MAYBE USED IN LIEU OF W LOCKS(2*OR��FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE NO LOCK C4�MAY BE USED TYPICAL -12 HY BLADE SHUTTER ELEVATION AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF No LOCK LE41 TO Q),IS W/3#6 . 3/8"F.H. S.S.M.S., AND INCLUDES NJAS �S. REINFORCEMENT INSERT-5 SHOWN ON SECTIONS HDS-H\;g'ANO'HOC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT _4� MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS SS IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE(Non High Velocity Hurriccne Zone, -n A 02017 EASTERN METAL SUPPLY. INC. ...... 02017 TILTzCO.INC. BERTHA HV T,., Accordion Shutter System FTOLTE7c 76��,Nc A.S.S.A. H.V. RAX#1 W/OR W10 H.V. WINDOW MADE qcv�No DESCRIPTION DATE DRAM Sy. L.C. rE, American Shutter Sysierns TILLIT TESTING & ENGINEERING COMPANY - Assoclation, Inc. I OLD 15-085 07/27/17 DATE: 01/27/17 04 k� $355 MAY.36x1,.SL.`$l,.505."C'.. .DE.S.m0flo.33W Fr.- t3ot!71-153 .r..-.(305)SIri-I-31 4268 Westroods Drive 2 —DRAWING No ........ -U:U10 West Polm Beach, FL 33407 3 E.-010067tg 17-107 1111 WILTES J,PA, _5 SHEET FLORIDA U..2 41167 P.E. SE CjJwxfU,'R`E,/DATE 6 5 OF 20 .---CONCRETE ANCHORS POURED CONCRETE --r POURED OR CONCRETE BLOCK POURED CONCRETE- (S- E 3) REQUIRED f .-tf<'o-2Qx3f4"S.S. CONCRETE REQUIRED I y --- - -I- CONCRETE ANCHORS 1 MACHINE E SCREWS REQUIRED '--..._- C / If-- S —� "' CONCRETE ANCHORS 1^ '-' T$-R roc _ J (SEE sCHEWLE ON 7 W / a 20 r- ! �' AkLYSEavE(SEs Mautnuo Qe oN sHeeT 7j :SHEET 13) I NUTS di 12.O.C. •` i (SEE SCHEDULE ON SHEET 13) ..\ 7— _F -(iI'2}ORi�r 1 --EQ�tiin EO 1f4'4-20x3J4"S.S. _ �- f { ," I �T MACHINE SCREWS y -EO E.1 --- / USING 1/4O.C.'-20 NUTS lf2" i 3 12 1/2 y E. 250"Max. I i 13 as i5 i I f.. 0.* ��- -" ar I .250' E D.• - I I .250"Max. {, I Max. a E.O.• i i _ E.D.• � , 'I —1 OPTIONAL i I I' Iii } -OPTIONAL 4- 19 I ✓( (''1 f i,i GLASS i MIN. SEPARATION TO GLASS I = 11�L\.AM-DDk `rl—JAI)OR (I • I,11 IEXISTING I al ET f1Xi ,, ' Il J �- SCI-EDULE ON SHEET 11 , EXIST114 4 � Bd0E5 Citicj MIR'.SEPARATION Ta GLASS ' (SEE SCHEDULE ON SHEET 11) j , I E%GLASS _ G"SSi -a C)HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION - BJ HV WALL HEADER INSTALLATION + KEYSTONE EXISTING _ -""'"' MIN.SEPARATION TO CLASS t � GLASS--•} urtl SEP*AlxN A♦ I —'(SEE SCHEDULE ON SHEET 11)- 1 { j'N .1 Cl OR 1 1 I 1 EXISTING— L 11 TO 3/55(SxF. 7' MIN.SEPARATION TO GLASS s�` � w siEi I I, ~(SEE SCHEDULE ON SHEET t t} ' G[As5 ; ' II ftR EAtIE iDAV3 y dl SWU IB FCR EI.lrrs d'a+ EXISTING I i I, i OPTION li f i i - G1.AS<� it I I i f' f.D.• 11 '1 I 1f` t 7 i i H - E D i - I Max. III: ��iid !/4"Max, o?rlarlaL �_i Z 3 os )5 i - EA i• i - 1u L £O t-�-£O.4 iA I t/2 I3 ca 15 / 4 -20.3/4' S S. EO EQ.•-1 PH'LLIPS TRUSS HEAD .,\; t 1 fq"e-:Ox3Ja-S.S. PHILLIPS + t_., MACHINE SCR€NS USING CONCRETE ANCHORS _.,TRUSS HEAD MACHINE SCREWS 7$ ... --CONCRETE ANCHORS 1' I/a"-20 NUTS 12"D.C. -(SEE SCHEDULE ON WJ 1/4"-20 NUTS a 12"O.C. J (SEE SCHEDULE ON 5-!EEI,13) +,+;nom POURED CONCRETE— SHEET i3) OR CONCRETE BLOCK POURED CONCRETE_ L_...._.e.._....�,_l.i...._' i�UNREQUIRED OR CONCRETE BLOCK (SEE SCHEDULE .VJCHORS 1: HV WALL SILL INSTALLATION WALL REQUIRED i p, HV WALL SILL INSTALLATION (SEE sG»fo LE off POURED CONCRETE SHEET 14) OR CONCRETE BLOCK �— WALL REQUIRED HV WALLSILL INSTALLATION NOTE FOPCCMAIINFTi01_OSEDLQ.NS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E.O.-EDGE-OISTAI:CE ASSEMBLY SEE L1M1Tt.TiGNs OE USE FOR 11 �j\/ 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIF1CAIONS ON SHEET 13) BLADE,VAy ON SHEET 19 i 1 j' fl V BLADE IN ANY WAY TG SUIT ANY INSTALLATION. fd!fP s{j FLORIDA BUILDING CODE(Non Hier, Velocity Hurricane Zone; ;,`T1 �� ,•�'v�'�(r+ j c•�,r.,'tl,,M1 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. T BERTHA HVTM 441 �+ ® © Accordion Shutter System �It I L E C O INC.. Ares./■ H.V. BADE#1 W/OR W/O FLV. WINDOW BLADE American Shutter Systems RCV,tic oescR1PnOH DATE ORAW.N BY: LC. OQ eli TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7/27;1 DATE: 07/27/17 ••• '.�• �l IL"; ,' {FJ ( —S t:.W.]5:h.5L,5{a.]a3,K?,G'I:1A ON!07+5,t'LOR.uA]313 "-+.•,_, 'Y Pna<,a:(305)871-1530.Fax:(355)871-1531 425$ Westroods Drive 2 DRAWING Na -'A -moa:IRlaaaO.W.— West Palm Beach, FL 33407 3 SIf �Lrill' B OQasn a 17-107 •'~'-^'+ x ac+l+'+"1,, WALTER A.TILUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Ua.F 44167 5 SHEET 6 6 OF 20 ALTERNATE INSTALLATION WZHV "I" LOCK C01 HV MALE/FEMALE "T" LOCKS CENTERMATES �8-) -, N� & LOCKERS a3 WZ M HV BLADE . I SI EE END CONNECTION DETAILS ON SHEETS 10 IS INSTALLATION rl) HV BLADE g FUET IN W/ HD CENTERMATES IDS�CK DETAIL HVF.RjD:CA'ED ON SHEET 8, tS TiTLL A,%JNNERSV FtOATINO EITADEO)OML HCO—D .(E�- I*OVOS MICATED ON THIS SHEET,NAY GE USED WIT),THIS ALTMA RISM�M'I DETAL SHOVIN IN THIS SHEET. WALL 0NNECTION- 35 ;.H P3 To COM1CFEIC j ——————————— -———- (4)11.11/2 WEE I S.N.S.0 t .'—I ' O.C.F�LEKGHr. ERE Al"c -CM') 0)'V. (4)H.Y.HN. "T" PIN PINs('P. 30 HV 5(TYP-) LOCK (INSIDE) Mir, t 35 i 28 '5 -0-\ C NI z ''-01 RC3?)l =OYT 1/4" 0-20 x 1 1/2" S.S.M,S. Gl L- -rl E N.-.FOR�'� W/ 7/8"0 x 3/32" WINGNUT, ; HEB-HVBouTl HEC—HVC LOC�' .SHZET (5HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES Vim('* LOCK (EXTERIOR) W/ (2t LOCK (INTERIOR) f SERIES HVG* (2024-T3 roar)LARCE FLN4GE THIN SHEET NUTSERI,ROT f 0920. "S"UACTURM HT AWE" CNCRW VXTORN,PkRSIPPERY,NEI,JURSET 07OS4 OR EQUr 10 SEE NOTES 0'UX-1-AoTS(D SC'. E-ar, \._0 3 % (D F-c .WRSLL 1.1—e-Vca Do"o,n--Is Mt.FDR All Of""O"I'VS"'p—MRS WIM RUL. HDD-HVD FLOATING STACK A. FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone: 02017 TILTECO.INC. (D2017 EASTERN METAL SUPPLY, INC. BERTHA HVT1 NO Accordion Shutter System 11LIE C 0 A,S.S.A. RV. BLADE #1 W/OR W/O RV. WINDOW BLADE American Shutter Systems DRAVIN OY: L.C. COMPANY RM Nt DESCRIPTION lop TILLIT TESTING ENGINEERING -085 0 DATE 17 Association, Inc. I OLD 15 7/27/17 DATE:_07/27/ 6355 H.W.MIS,SL, 1..305.%IRMNA CMOENS, 2 Drive 2 MR—(3051571-1530.FOR:(305)87-531 4268 Westroods DRAWING Na 07 West Palm Beach. FL 33407 1 O/VAL 17-107 WALTER A.TILLPT Jr.P.E. A .............. AIG. 441CI SHEET IP.E, SEAL/SIGNAT0R-,/DA`,E FLORIDA 9 OF 20 _ - RETE POUREDOR CONCRETE 'OURCD CONCRETE OR � � ." CRCONCRETE RcSf _ _ POURED CONCRETE BLOCK 'WALL / OR CONCRETE -- ---�r BLOCK WALL REQUIRED "'-'- BLOCK WALL REQUIRED ...-.._.............T_... ...._—......_ ,.._...� BLOCK YtALL REOUIREQ f ! REOUtRF.O " ! - � rEXISTING GLASS —EXISTING GLASS -. _ EXISTING GLASS 2 MIN— EXISTING GLA55CONCRETE ANCHOR r W I B'U.C. IWN.SEPANA77'N 2"MIN; r TO Ct.AS".a{SkE1 ) Nr:SEPARATION II IAN.SEPARATION N,sFvr:RATION. SCHEDULE ON SHEET m G R ss ED ED TO rtASS(SEE II FOR BLADE OANDschEo { TO GLASS{S� FT '°, i SW.EDtE 0:4&IM 1/16"x3'MAX.--,.,` ON SIIEEF 19-OR iz ON SHEET - I �I I SCHEME ON SiM I IFOR 11 FOR BLADE QANO 1 I e:AQEs O& 17 FOR BIAn£QArra 11 Fal BUN£Q)N:D (6063-TE) CONT. 0 :Cta 97EET 79 FOR i 2" LOCATE AT GB 51 ET i4 FCR ALUM.CLOSER f �, j,•-_� `.ON SHIM &9 { ) � BLAZES Q@ Q�, PLATE. (LOCATE i/2". � , gJCES 1 N I '� ' Q:ADES Q& EITHER 51pE "'' AT EITHER SIDE MI,4 , ! ' t OF S(J) ` OF 4O) �� I $USE i"OR 2" MAX. 7/2"MTV. I _ itG 1/2'S.M.S. I _ �J ----- (As APP tc13LE}2'x7Js xo'-2" 1 --- - }'fOx7J2" %(gg� a 16"O.C. _ - hLUL11NUM CLIP ANGLE 0 16"O.C. I f (6063-T6 ALLOY)AT ftDHEIGHT" —` — (r) =10xi/z" TQ&'(2)7%4"4•TAPCONS ANCHORS Tor WALL AT 1"O.C. (LOCATE ATSEE DETAIL XFOR/ �-1 OR � EITHER SIDE OF @ ! �ORSIDE CONNECTIONlJ SEE DETAIL X FUR— G) �' TO TRACKS SIDE CON14ECTION t �R • 1a®°"©•OaQM10.®WSEE DRA!L E FOR... �a 10•71°^ [O T.RACY.S T 6 ? S f0*134 �70•�`"'©'w'?_•f'�•�°" 57QE CTO TRAC%•S ( ©°•"�-O 0)'0-}0'0°' fOw©.0.03-0.0" L 1005".ILJ•0'"©.®o» ©.Oj I©a©-Q.•ti` m }--Q•�j •©�„6(�•7�•�s• ©•c�'c�A©•o'®a o•o-©g©•o•®� a•®�c�•oao•©a �•o«�-e���o-�4 ®•op�•oao•o� o'oac�•e��o•©� ®•�ao•�ac�•�wa•® ®•���-��c�'o��•� END CONNECTION DETAIL a END CONNECTION DETAIL a END CONNECTION DETAIL d END CONNECTION DETAIL Q •F REOUIREp ONLY FOR SPANS GREATER THAN 12'-0" r-POURED CONCRETE ORCONCRETE BLOCK WALL EXISTI GLASSY _ —EXISTING CLASS REQUIRED � uw.s�•AwrDa yln.i/2"S.M.$GLASS / Y __—_—.- --- t1 O (SEE 6 76' O;C. 1., E^N.5E"'4 AItUW OR OR SCHEDULE ON SHEET \ TO CLASS(SEE ! ____ ___ ___ ___•'i ..a 101 OR RACE DAN0 CONCRETE 1/2" M!L SCHEDULE ON SHEET ! Ctt SHEET 19 FOR ANCHOR* f--7 77 FOR BLADE QAND ®f .�'�..,.� ____ T OR)3oR(qOR(D e•AOEs(D& r. 12"D.C. 1 ON SHEET 19 FOR MCo�mCRETE�� ) rj IXAEES©& OR _._.—L i 'EO 0 I f O 7S 16 1/2'M!N. ' x/_� 1._: 11,2"MINS � ___.� ( _ - - \t:.J OR�ORQ OR EO /l 2"UIN. 2' MIN. ,' • SEE LIh!ITAIiCNS OF USE FOR BLADE to ON SHEET 19 @ORI 3 OR q OR(5CR� VIEW Y 5 r �OR 13 PLAN d OR Q DETAIL X POURED CONCRETE OR �MQ•Q°`®'>"iC•®`" 70.0.,.Oj.Or0.0¢ END INSTALLATION CONCRETE.BLOCK WALL f D^pO%©•Y.Ja•0.0 A ,� 6 7 I 6 7 �NQ U!RED \ O O ©�O O �P HV BLADE OR JA HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. CONNECTION DETAtL O �L6�d �4� �n�; "'�� C OND AIL t SQ A FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 111 4 •'•••••"•••J7^+"' 02017 TIlTECO.INC. 012017 EASTERN METAL SUPPLY, INC. �6�,N /� �" © BERTHA HVTM 1 L Accordion Shutter System H v. RADE #1 w/OR w/o RV. -Irmo-BLADE r r1:may+ TICCIT TESTING & ENGINEERING COMPANY American Shutter' Systems EY,N DESCRIPTION DATE DRAYai 6Y: L.e. ' ,•://'' ,ERING 4 ^ 6155 N.W.]6:M1.5�,Sle.3D`,1aR Nk CARD N5,FLOP JA 3318 Association, Inc. CLU Ls-obs 7/z7/1, a1E: 07/27/n •"c•••' �� '' t% Pncr<_:(305)577-7930..For:(sus)671-1537 4268 Westroods Drive z DRAWING No "'7 `'•^•''Y\ 1171 4-man:rot"67"'.�om West PGIm Beach, FL 334Q7 s 17-107 TONAL 0"0" E A.DI T1s 4 /rrl7 } VrALrER A ic.IT.r.67P. 5 SHEET P.E, SEAL/SIGNATURE/DATE FLORICA Lic.P 4,167 s 10 OF 20 SC EN DULE #1 SCHEDULE #2 SCHEDULE N3 MAXIMUM SHUTTER SPAN I+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" VIAXNAUM SHUTTER. SPAN*"L+" INSTALI.aTION L ND NOTES: -- (ft.) FOR INSTALLATIONS W/ S MF OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS CENTER A7 �� & or Uy or� 'INSTALLATIONS W/ P hr ) T CONCRETE & WOOD (1) L+; MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE Ii,V. LOCK or @` or Or ��� MANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING. 1 & W/ ONE HV LOCKS HD LOCK W/ NO LOCKING RODSor ONE HV LOCK k or or OR t7 NO LUCKING L-; MAX.ALCO,t'ABLE SPAN FOR A GIVEN NEGATIVE CENTERMA�FY.. 28 29 W/ ONE V7/ NO LOCKING RODS 15 f WALL A. , C. p, E, M, N,S. P, 0, A.S.D. DESIGN PRESSURE RATING. UDS MOUNTING F, K iu L R, S, & V. Fe'-T" LOCK 30 W/TWO LO(i�J,('NG (SEE NOTES t.t't) {VALID FUR MOUNTING ED d (2) PROCEDURE TO DETERL41NE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM IIISEE SHEET 7) FLOOR/CEILING G H. I 11 J T U W & X HALL MOUNTINGS (TOP/8070IA) OR FLOOR/CEILING: ttJ�frt177F�GG + 0A� CONCRETE&IY000 MOUNTING CONL'RFT&t1J0 ItJ5TA,1AFiptdS tl CONCRETE MAXINUTA .D,DEIJ WSTA TIO 4fAX DESI & M DEEtJ I POSITIVE M S DESIGN FROM SC RATING, As.O.DESIGN 46.0.GE6:GIi AS,D.DE61GII INSTALLATIONS DETERMBJE MAXIMUM SPAN "L+"FROM SCHEDULE. PRT„"xSVRE tVALL MOUNTING FLOOR/CEILING PaESSURE WALL MOUNTING RRES6uRE FLOOR CEIUIN;wOUNTING Ra1rvC rtAavc / GIVEN A NEGATIVE.A.S.D. DESIGN PRESSURE RATING, o e?L) MOUNTING (R .,.) FLOOR/COUN MOUNTING (R.=.rJ OR DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. {,OR-) Y+ OR-> I.w..-) t+ (D)xA;A.L10UN0NG O MAXIMUM SHUTTER SPAN 'L+`OR "L-"FOR t r (n) )t-p1) L+ (n) t-(n} t i ta7 (n) + (u) 30 OR LES 16`-0 16'-0' I6•-0" t5'-0" 30 16'-0' 16'-0" 30 15'-0" 76'-O" INSTALLATIONS INTO Y'OOD PRESSURE BE TINGED 70 FINAL MAXIMUM ALLOWABLE SPAN E [QUAL.TO THE _ 105 psf.A.S.O. DESIGN PRESSURE RATING. MIN Li A DETERMINED SPAN BETWEEN •L+"AND 1-". _ 35 _ 14'-10" 1)4'-10" _15'-Y 1s'-o" 35 40 13'-10" t3•-10" 14'-2" 15'-2" 40 13•'10" 13-10" 40 14'-2` --15•-2" (3) PROCEDURE TO UETERIAINE MAXIMUM SPAN FOR 45 13'-1" t3'-," 137-4" 14'-3- 45 13'-1' 13'-t' _ 45 ;3'-4' 14'-7 t HV CORNER CENTERMATE ,y'3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 t2•-5, 12•-5" i2•-$' 13'-7" 50 MOUNTING INSTALLATIONS, LOCY.ING SPECIFICATIONS V!/ FLOORfCElUNG MOUNTINGS: 55 11'-70" ii'-10' 12'-1 12'-il' S5 _,-t'-10" I1'-t0" 55 II'-1" SHALL BE AS INDICATED ON MANDATORY CONDITION •2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE -7" 12'-4' 60 11'-4" i t•-4" CO __ _10'-2' 10'-s t" NOTE '5.SHEET 5. RATING: ,.._ __..._... ._— _.___.....-. —.._.-._._. DETERMINE: a 65 10'-10" 10'-10" 65 9'--5" 10'-1' LETS MAX. SPAN FOR tVALL LtgUNTINC INSThLthTIONS. 70 _ t0'-6• 10'-6' ''0 8'-9' 9"'4 L2+. MAX. SPAN FOR FLOOR CEILING MOUNTING 75 10'-1' , 10'-1" f0-4" 75 10'-I' 10'-7` 75 8.-9. tt EXCEPT THAT MAXIMUM S!iUTTER INSTALLATIONS. 80 9'-10" 9'-W' 10-0' i 10'-9" 80 9'-10" 9-10" SPAN'L+"OR'L=AND MAXIIAU.1 A.S.O.DESING FOR A GIVEN NEGATPrL A.S.D. DESIGN PRESSURE 85 9'_6• 9'-6• 9'-9•.....t_f0'-5' B^ 9'-6" W-6• PRESSURE RATING FOR INSTALLATIONS WTO CONCRETE RATING: --- OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 90 4'-3' 9'-3" 9'-5" l0'•-t" 'JU 9'-3" 9'-3' 1- CONN ECTIONS TO KEYSTONE MOUNTING DETERMINE: -...--_-...--_.--.-•-- -•••-------»• -- LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-9" '95 9'-0" 8'-9" LIMITED TO +64,-72 p.s.f. AND B'-O" SPAN, SEE L2-= VAX. SPAN FOR FLOOR/CEILING MOUNTING 100 g'_o• 8'-4" 9'-0" 9'-7" _ 100 8'-9" 8'-a" MOUNTING M ON SHEET 7. INSTAL LATIONS. 105 8'-7" = T-11' 8'-9' 9'-d 105 8'-7" T-n" 110 8'-4" 1 7'-7" 8'-7" 9'-2`_ 110 8'-4_' - 7•-7- FINAL MAXIMUM ALLGV.'PbLE SPAN S EQUAL TO THE 115 _ B'-Z r7'-3" g•-4- -8'-11" ,115 W-2' 7'-3" SEPARATION TO GLASS SCHEDULE IAINI4PJ!! BE'IYtEEN "L,+'. 115 ••L2+ "Lt AND `l2-" 120 8'-0" 5'-11- 8'-2' 8•-9" 120 A'-0" 6"-11" (4) GO TO ANCHOR SCHEDULE WITH F114AL MAXIMUM _. - _._........ T25 7`__70" 6'-$" 8'-0' 8'-5" 125 T-._iG" _ 6•-8" ALIOVtABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7'- ' 6'-5"" -'7-10' 8•-1" .130 _ 7'-8' 6'-5' _ WIND ZONE PRESSURE RATING Tq DETERMINE 41AXISIUl.t.ANCHOR 6 135 __.. 7'-7" V-2' 7'-9' 7'-9" 135 7'-7' 6'-2" MINIMUM SPACING. —140 r=s" s-1 r r-7" 7'-6" 140 r-5" s-,r ASTM E-1996 SEPARATION 145 7'-3" .. . J•-'S` 7'-3 _ 145. 7-s ... 6-s" .. TO GLASS ISO 7'-2" ' S'-7' 7'-4- 7'-0` .150 7'-2" >-7" 155 7*-0' 5'-5- 7-2- 6-9- 155 r-r s'-5 1 THRU 3 }" 160 6-•�tf' I}-5'-2• 7'-t' 6'-7•_ .160 5'-11" 5'-2 - 165 6'-t0-' ,'-1" -T-0" 6'-4" ifi5 $'-t6' S'-i" - 170 6'-a• 4'-11" 6'-,)' E'-2' 170 --6-9' 4--11" 7 7_5 T 6••-9-- W-0- 175 v 6`-'!" 4'-9" ---180 6•-6' 4'-8" 6'-6" _5'- 185 6'-6" ��V B LA D E 185 6'-5" 4'-6" 6'-7" 5'-8"-5' 16$ 6'-5" 4'-6" 190 fi'-a' ) a'-5" 0'-6" 5'-6" .150 6'-a' 1956`Y 4-3" 6'-5 200.—_.6'-2i-2" 6'-4` ) 5-3" 200 W-2- 205 205 s'-1 4'-1" 6-3 s'-t zo5 6'-1" ,,4+�,, "�� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' f '•t i.•• f~t� Cf3,2017 EASTERN METAL SUPPLY, INC. i• P� ,.••"••• �1�� C2017 TILTECO,INC. °` ' �u '•s '•. `� BERTHA HWt A & �► � E N� Accordion Shutter System �• ; � ■ ■ ■ ■ H.v. BLADE#1 w/OR w/o H.V. WtrrD.ow BLAfJE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y EY.n 96scRIRpoN natL DtiA't.'N BY.VLt1;.X. L.G. Association, Inc. I OLD 15-085 07/27/1 DATE: 07/27/17 .` -y \ 8355 11,15•.35.h.Sl..Ste.3C5.ttR�Nia GMGEN6.:'LOR Jtr 331tr �'.•'•. rt'rn...•,.L+. 4_•.t 4268 Westroods Drive 2 Pnonc:(305)871-1530.ra::(305)671-1531 DRAINMG .........�•p��`tia,t\ "-":,,a:omtr�omool.wm west Palm Beach, FL 33407 3 17-1"67 ,r�RE/DATE wA1.TER 4 TILUT J..P.E. 5 SHEET P.E. SEALjSCG1SA7U r'' FLORIDA L;c.17 44167 6 11 OF 24 SCO mom mIgo mail 08 MIN 0 1115111101 @1 : W v .CEO son .. Igo I an commando go login a :8 MIN ISM NEI in 811111 3: vvm IN 0111111 Fos :11:1119 1121MCNIM211 INN am tee. . v° e o 000 Igo U conic mea Mom slim am a Baa a° neo iO o I ENNEEMENEEP11111mmall so � Ion � e R all 115MEM. EMMMing nMINN Ion e il long IN an I Nil all" Fil 1111 no I 0 Ems ma Elm 19 am 111 lion 0 nil I 139=122=01 an low no 1201 Rim �e � ■o oma m °a III -:. eon �. �IS a eIIII rim m o in coupon mmaillsommum inglooll il B1 I ME 99999 �121 smilmom-Isms- M again III � �9 Xs Ems998 0 8��9 99� ome o�e� o�o m�mao n N Do can BIDoMM all I Inn ■ ome I 0 III INN all is�e @9in B � ��9A9I s1IIII oiling ��I A9BB 6�6W9 Bcolooloom in BB 99A�69968 9�9�1 a no I am 111 ��J F� mom E100A �' 10 ME EMESSIESB I9�98� 9B�16m'ollmilllmemmm lingo MAXIMUM ANCHOR* SPACING (in) SCH,EDUt1 E FORiIVEN MAX, SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUiREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGaTRE PRESSURE RATING AND A CDRRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCREIF BLOCK INs1ALIATION (SEE MOUNTINGS E,G;&',N ON SHEE75 6&7) I.ANCHORS TO SUBSTRATE SHAD-BE AS FOLLOWS: POURED OONCREFE/CONCREfE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.Fc - 3 LIST)• mAKIAHA QE WALL SILL MOUNTING O CEILING MOUNTING O FLOOR MOUNTING - 1/4"0 TAKEN OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX.(Min. f'c= 3 I i) SPAN ANCHORS SPACING LEGEND - 1/4.0 v 3/4•ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY, (Min, rc 3 bi) (R} S0,DESGN NT_GATT.E PRESSURE RAnic(qf)150.D6!DN 11 PRESSURE RADNO Inf 5D.D•-AN NE L PRESSURE RA7LYC psiJ - t/4"0 BLUE TAP CO\CRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.{Min,Yc -2 ks;) TAPCON OR 30 7A fi0 751 90 126 180___Ti 30 40 60 T 9b .20 1bU 205 30 40 60 7$ 90 12D 160 205 EhPCON'7.1TN ADVANCED - 1/4"0 TA PER+ANCHORS AS MANUFACTURED 6Y POWERS FASTENER$, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLI &SPECIALTY tt I2 Itl 9 18 a e_5.5 14 t2 10 9 8 8 6 6 [14 12 10 9 8 e 6 S T}1READFORL/TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORISED VENDOR REGISTERED tSTTH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0" ti 12 10 9_ 8 8 6 b 1• 72 10 9 B 8 '6 6 12 to'9 8 8 6 _6 {Min.E'c 3 ks;} OR LESS 14 12 10 9 0 8 .6 b 14 12 10 9 8 8 ..6 6 12 10 9 8 8 e -g ALL POIIJTS SGLIQ-$ET 74 i2 t0 ? 8 8 6 T 54 72 10 9 8 0. '6 a 12 10 4 8 8 6 B BLUE TAP LYf CAP NOTES: 14 12 10 9 B 7 6 7 14 12 10 9 8 8 b 6 12 10 1 9 a 6 6 5 7k PER+ . MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•.4•-D• 141210986 14 12 1O 4 8 8 '6 b 12 109 88 6 5.$ i4 12- to 9 8 8 b 4 14 12 10 9 8 e 6 4,5 ti 10 9 8v 6 4 3.5q,2)MINIMUM EMBEDMENT OF 1/a•0 x 3/4•hLl POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE, NO EMBEDMENT I4 12 10 9 B e b 4.5 14 12 10 8 8 6 5.5 12 10 9 8 8 6 4.5 ;RTO STUCCO SHALL BE PERIAITTED, 1/4.9-20 S:S,MACHIN£SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.5 53 3.5 - to 12 10 9. 8 5; 6 5 12 t0 9 B 7 3.5 4 +SEE L1N�AT7NsoTE(IST.ANO i'MINIMUM FOR WN.LS WITH NO STUCCO. IN_14 12 10 9 8 6 6 6 14 12 10 B 8 6 5.5 12 IO 9 0 8 6 4.5 eUDE'14:ON�HEEi 19 t4 t2 t0 9 8 7 4 - 14 12 10 ,9 8 6.5 •5 J.5 t2 t0 B 6.5 5 3.5 3 A.3)!N CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR,14 i29 6 7.6 i.5 - t4 R i0 9 B e. 6 4.512 10 9 8 6 4.5 3.75 ANCHORS SHALL BE LONG MUCH 70 REACH THE MAIN STRUCTURE BEHIND SND'HALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ONt4 12 g.5 7.5 6.6 4.5 - - 14 12 10 9 a 73 5.5 a 1z 1a 9 (84.5 35NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR SIPS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR i4 i2 t0 ? 8 8 6 - 14 12 10 9 8 8 6 6 i2-10 9 6 6.5 5-3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. _.._ .... .__ ._ 14 17. 10 ? 7.5 5.5 3 -14 12 f0 8,5 7 SS ;4 3 14 12 8 5,5 5.5 4 J - 14 12 IO 3 6 5 - - 14 12 10 9 8 16.5 5 3.75 i4 12 10 8.5 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.m. SUILOEX. 14 12 8 6.5 5.S ] - - 14 1Z itl ? 8 6.5 4.5 3.5 1, f2' 10 b 7 5 3.$ 3 - 14 f2 10 9 8 6 - - u t2 to ? 8 7 5 4 R41tO 9 7.6 5.5 v4 3 - 1/4.0 x 3/4•ALL POINTS SOLI ANCHORS,AS NUFABU RE B13 ALL POINTS SCREW,BOLT T SPECIALTY COMPANY, 7-0" - - t/4"0 BLUE TAP CONCRETE ANCHORS TU CAP AS MANUFACTURED 8Y FLORIDA FASTENERS DIRECT,INC. 74 12 SD $6.5 , - - 14 72 9 7.5 6 4.5 3.5 - � 5.5 4.5 3.5 - - - 1/4"0 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS; INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 74 12 10 8.5 7 4 - 14 12 t0 7,5 5:5 4 - 9 7.5 4.5 - _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. } t4 11 7 5.5 4.5 - - 14 12 10 9 7.5 5.5 Y, 9 7 6 4.5 3 6•-D" 14 12 10 9 8 6.5 - - 14 12 10 9 8 6; 4- - 10 6.5 5 3.5 - NOTES: ti 11 8.5 7 5-5 3 - - 14 12 B SS 5,5 b $ a 3 - $,t)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS ANO TAPPER+ANCHORS i$ i 1/4•ANO TAPCON t4 i2 9.5 7.5 6 - 74 12 9.5 8 6.5 6 - B 6 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1•. 139.5G.553.510 8 6.5 5 8 6.5 514 12 to 9 a - - - to 72 70 9 7.$ 4.5 - - es I T 5.5 4 8,2)MINIMtMi EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SEE ANCHORS SHALL BE ENTIRELY EMBEDDED WTO THE CONCRETE BLOCK.NO 14 11.5 7.5 6 4 14 tt i 5,5 5 3.5 5.5X4,5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. i/4.0-20 S.S. MACHINE SCREW USED SHALL DE 1 if2"LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4.5 - i4 i2 8.5 1 5.5 4 14 10.5 7 5.5 6 4,5 - EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. I1.6 83 53 4 - - - [14 12 9 7 6 4.5 - 14 11 _7 S.5 4.5 3.5 - _ - i...= t0•-0" 14 12 l0 9 7,5 - - - 12 10'8 6.S 5 - 14 12 B 6 5 4 - = 8.3)IN CASE TriA7 PRECAST STONE. PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 10.5 7 5 SS ._ __ - 9.5 6,5 5 4 3 -' - 50 73 5 a 3 - ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE 8EI41NO SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11'7.5 5,5 - - - 11.5 9 6 5 4 - - 12.5 9.5 4 4 - - NOTES 8.1)&8.2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 10.5 a 5 i28 6.5 S5 a 13 10 6.5 5 14 3 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. _ `I4 12 12 9 7 6 <.5 - - 14 10.5 7 5.5 4.5 3.511_0 _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMM€NDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1 9 6 4,5 a } - - g ] l,5 3.5 314 t0 7 - - - - - 10.5 7 5.5 4.5 - - - 11.5 8.5 5.5 4.5 3.75 - - .611.5 7.5 6 5 - - 12 9 8 _4.5 4 - - - (D) SEE SCNEQULE BELOIY FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 2'-0•iszib - _ __ - 72 8 6.5 5.5 - - 13 f0 63 5 a - EDGE DISTANCE VERSUS SPAC E SCHEDULE FOR ANCHORS: 11.5 8.5 4.5 - - - B 5.5 4 J.5 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DSTANCS INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING t 3.5 9.6 6 - I-- - - - 13 93 63 5 4 - 103 H, 5 4 - - - - BY MULTIPLYING'SPACING SHOWN ON SCHEDULE BY THE FOLLOVING FACTORS. 6.5 _ 14 10.5 7 5.5 4.5 11 H.5 5.5 4.5 3.5 - RECUCED SPACDIG UST&INED USNG FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. t4 12 - - - - 14^ILS%5 6....5 = •' 12 9 6 4.5 4 = = N FACTOR 70.5 8 - - - - - 10 7.5 5 4 -3` - - 7.5 5.5 , 3 ACTUAL TAPCON WITH ADVANCED TAPPER + 12.5 8.5 - - - - - 12 9 6 4.5 4 - - - 9.5 7 15 ,4 - - - I- EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 1 HV B<ADE OR DICTANCE 7HREADFORM TECHNOLOGY _ MIN.SPACING T0,5 7.5 5 4 - - - E.D. MIN.SPACING= 3" MIN.SPACING 3• MIN,SPACING n 3 1/2• MIN.SPACING L 3• 3 3/4- 4• 14.-0. 14 72 - - - - 14 10.5 7 5.5 - _ - - II 8.5 5.514.5 _ _lak POURED CONCRETE& POURED CONCRETE& POURED CONCRETE&10 75 - - - - - 9 7 4.5 3.5 - 7 5 3.5 3 �1�HV BLADE Wf CONCETE$LOCKCIXC3NEff CONCRETE BLOCK CONCRETE BLOCK �'U�COh�77E o3aTEiE BLOCKtt.5 8 - - - - "tt 8 3.5 a,5 - - - - 9 6.5 4.5 - - - 8A1 HV WINDOW L^N E0:•3• Ndt E0.a3 tJ2•MN EB+2 1/2• !.<_"!.EO.3 1 MN.E0..1• IN.ED.•3 t/t Ma ED.•2 1/2• 7.5 - - - - - - 12 1 9 1 6 - - - - - 9.5 7 4.5 - - - - - 3" 1.0 0.90 7.0 0,78 1.0 0.84 1,0 t0.5 a 5 ;- _ _ _ _ BLADE WORKING 19 _ _ _ _ I_ .. e.5 ss 4 - - - - 6.5 IN UNISON ♦ z 1/z' t4 - 10.5 B 5 2' - 0:77 - - - 0.57 7 _ .5 9.55.5 - 1 3/4` - 0.91 - - - 0.43 - T -0" f4 _ _ _ _ - •. ms 9.5 6 - _ _ _ I Itl 75 5 - - - - - 1/2- - _ 6 45 } _ _ _ _ _ f 6• 8 6 , I- -«r{{- -r/4 FLORIDA BUILDING CODE(Non High Yelacity Hurricane Zone ,110v `�1.j A. /�^� 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. � ,.. .......4,,�e - BERTHA WILL -. o1 L E C O INC. „ . . . Accordion Shutter System �•7%, RV. BtAnE#) w/oR w/o H.v. wtl�ow RAVEUtf6t S TILLIT TES7ING & ENGINEERING COMPANYAmerican SFTSten1SY EV.No DESCRIPTION DATE DRAWN B1': LC. A :„} , Associaton, Inc. 1 OLD 15-085 O/27/17 DATE: 07/27/17 y TA A� 6355 N.W,36N.SL.Sle.]'J9,MRS N t-OD45.FLU IC4 3316'`+ rh t+ ' Phone:(305)871-1530.Fax:(305)871-1531 4268 westroods Drive 2 7 DRAWING NO A•••, ,, , e^ =-rn uR006719 4om West Palm Beach, FL 33407 s _ t1-' .....,.• ,l1 PE$-00LLfT 417-107 /1'f A�q ��f`1� tt' tJFLORI 0.TILLIT 44.P.E. -- Vfl.81, 11 FLORIDA LiG.1 44761 s SHEET P.E. SGh�d.[rI,7'ATL;R� DAT't s 13 OF 20 p NA IV z N &a. 07I--o hUl- Wv <— IX ar 0 1 m cn M- �z I- z CC 0 2O -0 c I0 0 C-D dicr I, 0 +Z) 0 In(L LLJ Ir z 06 w UW0. 1 10 I 00 C,P, OU c m C 0 L0 2 z . m .0 arE In ko N z Zu�E an =,62-.P -d .3 j .......... mNmm mm»m....�� ss-... =2 ................ + pz of nth 'IN --- IIA ne -!..q IN, I I Nil 11 1 1 111 q nn nn n nn nnn nn nn nm n n� 1�d N- N 'INN,N, 1, �T— -H-- I N - -N-!-I 111 N 'IN N N U, NI Pz I! 96 2 nZ .................... o 'IN Fid erom'° i tvv-.-- -V�!-1;V e el?e!ap O o 9 e R 0 0 2 F 2 9 2 F e 2 Rjeje O 212 tzVNIV- : A MAXIMUM A.S.Q. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. SEE MOUNTINGS ON SHEETS ib& }7), SOUTHERN PINE No, 2 W MIN.'G=0,55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN IN PINE No. SPRUCE PINE SPRUCE PINE I t/2" MIN. CDX 000CLASNFIR W/5' FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=O 36 PLYWOOD MIN.G=0.5U 1V/ MIN. G=0.43 W MIN. G=0,36 MAXIMN.4 SPAN(it) WALL MOUNTINGS CEILING MOUNT T WALL. MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS t3, N, 0 & R FLOOR MOUNTINGS M, N. O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X, W & x W & x P & 0 S &V 5 & V S &V -._�._._ ......_..__:.._-.........._.._.._..._.._...---.._ _.... ----.-_..__..__...._...._.....--- --.._._-_..._._-_..__...__.... --`-�._- ik.OW%W,,F NMI iAftr(CJ)3Il 1�tedI,E PFUSEIDDS(E3) (4 N"ROSS MMF?tJM.W)tib DSA�1'19HE FRMX-FABS(p3)UP EM h'iAW HIM PARD(pt) 6F.USD!W$A'E PPOW9.71M 6 ' OF"9w_R'Lffic.NL?N;V1 TL.aJF wpW Fina IAR6 W)5E'M kmorr Fi mr-I NK("'a)att B93I Imp.E HFSIE FA'N;IF") 30 a0 60 75 90 EDS 30 a0 60 75 9D OS 30 40 150 75 90 1 30 40 64 75�90't 05 30 f40 60 75 I9D OS 30 40 60 75 90 DS 3D 140 6G 75 90 0.5 3p 44 f 60 75 30 YOS 30 AO 50 75 90 OS 30 40 60 75 90 OS .-R DR LES /2 10 10 9 8 8 6 5 6 6, 6 6 72 iD 10 9 8 -7..5 6 6 5 6 _6_6_ 12 70 10 9 B 8 6 6 616 6 b 5 4 4 3 12 12 12 12 12 12 12 t2 12 12 12 12 12 12 12 12 12 t2 4'_0' 72 10 10 9 8 $ 6 6 6 6 6 6 12 10 10 9 8 18 6 6 6 6� 6 6 12 10 70 9 e 8 6 6 6 6 - 6 6 5 4 4 4 3 72 t2 12 t2 12 t2 t2 12 12 12 12 12 12 t2 12 72 12 72 0 _..-� 10 - .._ _ 12 -. - .__ 12 /0 IO 9 8 B. 6 6 6 6 D 3:5 12 70 70 5 8 18 6 5 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 S. 6 5 a 4 4 3 12 12 12 12 12 12 12 12 72 12 12T-2 -1-2 12 72 12 12 0.5 6'-0" 12 10 10 9 8 6.5 6 6 6 6: 5.5 4.5 12 Ip 10 9 I8 5 6 6 6 3,5 5 a5 12 10 10 9 6 3,5 6 6 6 6 5 4,9 fi 5 4 4 3.5 - 12 12 12 12 12 12 /7. t2 12 12 1212 12 12 72 12 10 6.5 T_p" i2 10 itl 9 6.5 a g- E6'.5 4S 4 t2 t0 10 9 5 3 6 6 6 3...A 3.5 12 tU 10 7 3.5 - 6 6 5 5 4 3.5 6 5 < 4 12 12 12 72 12 12 12 12 12 12 12 10. 12 12 12 0.5$.5 7.5 72 10 10 7.5 A1* 3 6 -6--s 5 4 3.5 12 10 10 6 3,5 - 6 5 5 S 3S 3 12 10 IC 4 _ 6 6 5 T._5 3.5 3 6 4 12 12 12 12 12 12 12 12 12 12 tt 4.5 TT t2 t.5 9 7,5 6,5 12 10 10 5 3.5 - 6 6 5.5 4.5 3.5 3 12 10 9 4 6 5 4.5 4 3 12 10 4 3 6 6 4.5 4 3 3 6 5 3.5 - 12 12 12 12 12.10.E 12 12 12 15 9.5$.5t121 10 8 6,515.5 1p'-4" 12 10,_7.5j 6 6 5 4 ;3 12 10 6 3 6 6 4 .5'3 12 10 3 - - 6 G 4 .5 3 6 5 - 12 12 12 12 i,5 9.5 12 72 12 10. 8.5 7.5 9 7 6 5 12 10 5.5 - 6 6 4.5 - - 12 k7 - T- - 6 S.5 3.5- - - 12 70 - - 6 5.5 4 - - 6 5 - 12 i2 12 12 50 8.5 12 12 12 9.5 8 7 8 6.5 5.5 4.5 12'-0" 72 10 4.5 - - - 6 fi 4 - - - 12 - I- 6 5 3.5- I- - 12 10 - - - - 6 5 3.5- - 6 5 - - -_ - 12 12 12_ 1.59.5 8 12 12 tt e.5 7 6 7.5 6 5 a0" t2 10 - - - 6 6 - - - 72 - '- b 4.5 - - - 72 7.5 - - - - 6 4.5 - - - b 4.5 - - - t2 i2 }2 10. 8.5 7.5 12 t2 10 8 6.5 5.5 7 5.5 4.506 5.5 12 7 - - 5.5 4.5 6 3 12 72 12 9.5 8 6 12 12 9.5 7.5 6 a,5 6.5 5 4 5 2 - 5 6 - i"L 12 it 9 7.5 5 t2 12 85 7 6 4 t2 9 S 5 4 - - - - 5 _ - _ - 6- - - - 12 12 10. 8.5 10 HV BLADE OR P1 i HV BLADE WZ fA HV WINDOW BLADE WORKING IN UNISON* .._ *SEE Ut�ATIONS OF USE FCR OLA!)- A ON SkFFT 14 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST 4F THE FOLLOWING; -SOUTHERN PINE No.2 W/0-0.55(NA.S) - 1/4.0 TAPCON ANCHORS,AS MMIUFACIURED BY I.T.W.BUILCEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G.0.50(N,D.S.) EACH SECTION ON SHEETS 16& 17, -SPRUCE PINE FIR NORTH W/G-0.43(N.O.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C-0.36(No S.) -MIN. 1/2"CDX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING'SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS A5 PER NOS 2015 SPECMrATIONS. 4.ANCHORS SHALL BE INSTALLED FpLLOYRNC ALL OF THE RECOMMENDATIONS AND SPECInCAnCNS OF THE ANCHOR'S MANUFACTURER. tt�rrraYAFasa,,. FLORIDA BUILDING CODE(Non High Velocity HUEFiccne Zone t.tttt'�Y� ., . " 'f/�w«, 020»TILTECO, INC. CD.t``0017 EASTERN METAL SUPPLY, INC. 11 Ott, ..., - BERTHA HVTM A S A Accordion Shutter System T v i L. E C O i N C. ■ ■ ■ ■ N V. RADE #1 W/OR W/0 H.V.WINDOW BLADE American Shutter SystemsEN,H DESCRIPTION DATE DRAWN BY: L.C. a V TILLIT TESTING & ENGINEERING COMPANY 'w0 t.__i/ J < Association, Inc. , CLO 15-08s 7/27/1 DATE: 07/27/17 �. 11 6355'Im.361'.St..Ste.305.YIRCLYIA; DENS.FLCR�PA 33:8 Phone (3D5)87i-1530.rot:(365)877-7531 4268 Wes(fGGdS Drive 7 S " .......... "". 4'G 441 e 61;611-6aot.cam DRAWING No S'j ' a.��" ,ti ES-0006719 West Palm Beach, FL 33407 ; SAL t 7-107 1 1II< WAITER A.mtrc 3A.67 SHEET FLORIDA Lie.1 44167 5 P.E. SEX[1316N7 11 RE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & 9 HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY SHALL T WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & -0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1)& A WORKING IN UNISON TAPCON WITH ADVANCED THREADPORM TECHNOLOGY 1/4'0 TAPCON OR II TAPCON WITH ADVANCED THREADFORM TECHNOLOGY T' ...... vil 1 1/2"Min.PENETRATior4 Min.PE OF THREADED AREA TO 1/2 PENETRATION Or THREADED AREA TO EXISIVIG N14 SS:ARATiol EAUER. HEADER. (SEE SCHEDULE 014 SHEET 15) 1 H WOOD 01OR g (IlEl SCHEDULE (SEE Oil SHEET 1�) 1/4"0-20.3/4'S.S,MACHINE SCIfEDULE ON nal TO"Ass FOR BLADE(DAN SCREWS Yl/ 1/4'-20 NUTS 11 R C _�IRO 102 ON(f�,i 12"O.C.OCON S-IM IQ FOR V .--EO EXISTINSSG--4 BLADES 11 GLA WALL �111 15 E FINISI EE;=i L11 - MIN. "IS .4 WOOD .EXISTING "IN. HEADER REQUIRED OR —2'x4*WOOD HEADER REQUIRED I T4_0 TAPCON OR TAPCON 1-11TH ADVANCED EXISTING THREADFORIA TECHNC OGY W/ 1 1/2" MIN,SEPARATIC"I TL GLASS__-! to mim PENETRATION Or HREADED AREA TO CLASS(SEE -HEDULE ON SHEET TAN. FEP-RATI EXISTING WOOD HEADER. GLASS ON To 2 11 FCA BLADE S AND (SEE SCHEDULE ON SHEET I I)— '(SEE SCHEDULE ON SHEET 15) CHED 5 FOR t, ON SHEET 19 CLA S--� 2%4'CONE. SILL IT Al& PLATE REO'D. 8V WALL HEADER INSTALLATION (: HV WALL SILL INSTA LATION HV WALL HEADER INSTALLATION T EXISTING WIN. SEPARATION TO CLASS TNN, SEPARATION TO CLASS I GLASS- 7SEE SCHEDULE ON SHEET 11)-- SEE SCHEMAE ON SHEET EXIST114G EXISTING 0 SEE SCHEDULE ON GLASS WOOD P 1/4'0-20.3/4'S.S. MACHINE SCREVIS 1/4"0-200/4"S.S. N 2"x4"CON MINSEPARATt N TOSHCEELT-SSII) CLASS­ L------it !.kfACVINE SCRFV45 V,/ USING 1/4--20 14UTS _j 0 12"O.C. WALL -ftO.C.1/4'-20 NUTS 0 12' r i i FINISH 103 ORt OR@ V 2%4-CONI.-•�l Min. LEO E PEOD *'NOOO PLATE 'lax1/4"e TAPCON OR TAFCON WITH ADVANCED , THRFADFORM TECHNOLOGY W/ 1 1/2- W;I.PENETRATION OF THREADED AREA 10 I/A"o TAPCON OR TAPCON WITH ADVANCED Pa," i. IAPCON EXISTING WOOD HEADER. READIFORM TECHNOLOGY W/1/2- R RECiD. T RATION OF THRMEQ AREA INTO PLYWOOD V TE �jlI�CLE& 1-SEE SHEET 4 FOR TYPICAL TAPCON WITH (SEE SCHEDULE ON SHEET 15) 'EN'T I MITI.COX THRFALFOR.M WALL FINISH EXISTING .4 2.4' _Q, OY SHUTTER ASSEII.BLY. ...... SEE SCHEDULE ON SHEET 15) CS G MIT PtY1�011)RE0*D.' W/ 1/2'Wri.PENEIRATION OF 2-MOUNTING SECTIONS CAN BE I STUDS 16 D.C.IVAX. THREADED AREA INTO PLYWOOD C tABINEC MALL FIINISH�- -a I IN ANY WAY TO 0 SUIT t-1/2-M.N.COX PLYWOOD REO-B. REO'D.PLYWOOf D TO BE r ANY FISTAUATION, I'-EXISTING M.M. 2.4'STUDS 0 16*D.C.MAX.REO*D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHECT 15) ®R HV WALL SILL INSTALLATION PL:fltlOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH @)HV WALL SILL INSTALLATION ;SEE SFCTIO14 2308 OF THE UIAATTOIIS OF USE OF WITH "a"'�B OF THE F-ej p Ec INSTALLATION BLADE•_1AON SHEET(�q�, gh Velocity Hurricane Zone HV QL SILL INS LODI CODE{Non H i A. FLORIDA BU!! 02017 TILTECO,INC. a2017 EASTERN METAL SUPPLY, INC. 0BERTHAHVT. /7TTL -7co ,.-� \ A,S.S,A, Accordion Shutter System UE V. BADE#1 W/OR W/O H.V. WNDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems.n T REV,llDESCRIPTION DATE DRAWN BN L.C. 6155 I'm,sei,.Is,-szc 305. Association, Inc. I OLD 15-085 07/27/1 DATE: 07/27/17 Phe (305)871-1510 (305)971-1531 4268 Westroods Drive 2 -0: West Palm Beach, FL 33407 3 —DRAWING No SHEET 1 6 OF 20 107 O E 17 WALTER A TI Ul Jr.P.E. /DATE FLORIDA Uc. 44167 p E.--;EA 1_1 4.1 I1,5S'w'f2loxf4" • GENERA. LMTfATIONS AND CONDITIONS OF(, W BLADF ACCORDION JRKINQ IN USE FOR BERTHA f2t)•�? � � j I.MAX.AS.O.DESIGN PRESSURE RATING:+110,- 110 p,,f. 2.MAX.SHUTTER SPAN:96` 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7:AS WELL AS 11 MOUNTWGS M,0.T,U&W ON SHEETS 16& 17, 4 ONLY CENTERUATES 27 BOTH W t�4 OR 2 ARE ALLOWED WITH i (�� --- OF',2S) 2 ARR ED'IN A SYM�ETH ( OR 0 POSING IAUT.IN CASE OF OPPOSING •.-/ YOUT,1.15J MUST BE INCLUDED ONLY AT EJCTERIOR ACCESS SIOE OF t '?O •)' f CENTERMA E. rvP.EA,END S.(A)HV WINDOW BLADE G SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS J 0 ^ Off (3•0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4, MAX.5 WINDOWS J J J �• (8)MiN.CLEARANCE R TOP OR BOTTOM EDGE OF HV WINDOW BLADE ALLO'NED AT!p/- OF ANY 3'¢HOLE FOR 44 SHALL BE 12". WINDOW BLADE SI i,. 1= (C)FIRST ORWINDOW BLADE BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV N I ! A R (D)HV WINDOW 81 ADE 1©MUST BE USED ALTERNATE TO A BDUD iN BLADE 10 THROUGHOUT SHUTTER'S WIDTH. S ! J s � /A•{{ (E)CEERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV 'j „'U s1 1 BtACF i APA SIDE OF THEM, SEE END '' J , ' ' lJ (F)POLYCARBONATE NY WINOOv!S4 SHALL RE INSlA1lE0 SO THAI TADS FACE + THE WTMOR OF THE OPENING t ING PROTECTED.HV WINDOvr 4(_1 MUST BE CONNECTION /> J t J : y ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, bEiAiL$ON SHEETS J JJ J J 70& 18 TVR. r ; � INC, FULL HEIGHT.—'�I I J d;aa� ' 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILOWGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P TYP o Cn 1 &2 ASOVE). 7.SEE ANCHCA SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETED IL a, R CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UNITED BY VI i SPAN AND DESIGN LOAD(SEE NOTES i&2 ABOVE). • S.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: (; I(S€E PLAN FOR REQUIREMENTS) D H ' TYP TOP&BOTTOM N' ��z'av i)Q DRr'+�j i YANG ZONE MINIMUM SEPARATION TO GLASS .__-.`.,,...—._._.._.____�UNLIMITF.O WIDTH-------'---•------- ----= T TMRU 3 t' T. GLASS EXISTING CLASS-� ELEVATION c€E SCFE UIf aP4`1sHEENTTif FOR SVl (t: 6.26• - -- -------,.------------._.____..____- ----.._.DELA-- --DELA_._- _.LADE____ AR9 Ow 795 S's'ET FOR E3ADES(b,& _ � CENTERMATES(21) W/&EXTERIOR ONLY) \ i20'. TVP. SYM+.tETRIrnL CENTER.MATES :2,u �- 1'f/12�ORS.ANG .' ""_-----'--- vrJo :(S E NDTE 4 ABOVE) ` PLAN~ —�� " 2— - 244- TYPICAL 1) HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE (1AI SHUTTER* —__— ,11`.,� FLORIDA BUILDING CODE(Nan High Velocity Hurricons Zone, 1Y 1i4''�\•ti`^ A'•,;:/� 02017 RLTECO,INC. 02017 EASTERN METAL SUPPLY, INC. 4 -��-- BERTHA HVTM 11 L I E C t?7 $■A■ Accordion Shutter System N.V. RACE#1 W/OR W/0 H.V. \MNDCW RADE �'•, `� �llf` f�'; TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Y fti,N DESCRIPTION DATE DRAWN 0 L.C. .> u '". Z!J • 8355 a,VI.361A 5,.,Ste.3C3,11FCIGti OARDJ,6,FLORIDA 3JI4 A9$OCIOtIOrI, InC. 1 OLD 1$-085 1/27/1/ GATE: 07/27/17 .. 2'•.-•"x,t f)R111�''"�`{4 1+ Phone:(305)8771-1550.Fax:(305)871-1531 4268 Westroads Drive 2 ,, '„.,�Ljt, p^r•••''y{+���jti,1'` a-moa:Ifuec000a.cam West Palm Beach, FL 33407 y DRAWING No 1QiYAL *;+,e' E8-0006719 # 7—'I 07 ". Yrn1,TEIT A.TILUT<..P.E, KEET P,E. SEAL/SIGNATURE/DATE FLORIDA Uc.p 4x167 s S 6 19 OF 20 ,6'x 1 1/2'x 0.035'THICK INSTALLATIONS WZ 1 HV BLADE & HV CENTERMATES 21'IAin.?STIR A-65J GRADE 40 Min. VARIES 2- Aax, i * © p83" 0 LIFT a-eD GAL".STEEL oI ¢3b INTO METAL STUD WALLS �o 1.1 ETAL STUDS AT :'-'� d t J / 75" * 433 1/4"o NOMINAL GENERAL LIMIT S AND CONDIIIONSUSE ALUMINUM SLEEVE : 12 0 ? FOR BERTHA1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY t-1 3/4-.6 1/4".0.035'THCK uin.+ 43c �,,, ! N�' . SYSTEM INSTALLATION TO METAL ,STUD WALLS LQYT.GAI V,STEEL TRACH CHANNEL,1 a 6"O.L. a 6.O,C.^.L,,..—, 1 p ASTM A-553 GRADE 40 Min,0-60 I --k SEPARATION TO GLASS SCHEDULE 3,DOD• GALVANIZED FASTENED TO STUDS 1 1 i" i,. - I - --- M,cx. W/(2)(0.1/2•TEK SCRC,VS ON i E%ISTING FINISH 3g-',' m 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR&EXTERIOR FACE { LA$AFPLICABLEWIND ZONE;i r 2, MAX. SHUTTER SPAN: S4+' s MINIMUM ASTM E-1996 SEPARATION - 43c LENGTH t �t- MIN.r SEPARATION 3, ALLOWED MOUNTING: MS ON THIS SHEET• TO GLASS EXISTING GLASS—+ ±? TO GLASS - (SEE SCHEDULE) 1.. ¢3 43 1 f 4"0-2.DX3" BOLT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" 1" MUST P 21 ARRANGED A 5 ETRICAL LAYOUT. ENETRATE 43c O (2) 35 (6 LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4',6 1/4'.0.035"nnCK Min.: EXISTING FINISH ;r INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF COIR,DAM STEEL TRACK CHAN INEL,{ ,AS APPLICABLE ,, , i' CENTERMATE. "250"-!I- =_--•050` GALVAIOZEO FASTENED TO STUDS W1(2 16.1/2'TEK SCREWS ON 43c 433 — r" v�1 I,INiERiOR&EXTERIOR FACE >f E D.C. H4S 1r4"0-20 THREADS f Ur. ^01 ]1 \ ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 1 Z4"!3 ELCO CONSTRUCTION 3B CENTERMATE 21 APPLICATION WITH BLADE 1 } �} Q PRODUCTS i=A8—LOK HD 6'x 1 1/2.O.5 GRTHICK w tVARIE'S'��i 0 6" Oa Ca COMPONENTS Min,'ASTM A-6-553 80 ;;2s;Mo'N.., NIA.G-60 CAW,STEEL tTI ':,' MS WALL HEADER/SILL INSTALLATION —EXIsnNG FINISH As APPLICABLE SCALE: sIs'= I' METAL STUDS AT 16"O.C. Min. C (TYP.TOP&BCTTOM) w -7------'---'- --" -3- I 1/4`x 5 !14'.0035'THICK ern. �EXISiIMG GLASS _ _ _ _ _ •CONT.GALV.STEEL.TRACK CHANNEL - --- - - i ASTSd A-653 GRADE 40 Min.G-60 I e. , .. .. ,. { ,-• " , , CALVAN ZE FA _ u 5 G I 1 ' , SYMMETRYCAL ; 1 ,:, 1 SYMMETRYCAL ' {`i. I ; �I`�W/(2) N6.1/2•TEK SGREvS ON .4Jq 43b 4J , 1 1 I ,:.1 1.: MIN. 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HVAJV8VB BLADE SLACK_ DETAIL HVF VC FLORIDA BUILOING CODE(Non Nigh Velocity Hurricane Zane; ?,2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. •••........ BERTHA HVTM �L CC 8 N C, A.S.S.A. Accordion Shutter System H.v. BLADE#1 w/OR w/o H.v.WINDOW RADE 'I TILLIT TESTING & ENGINEERING COMPANY American Sfi♦♦u♦fitar Systems E,,N DESCRIPTION DATE DRAWN ev: L.c, 6:55 N.W.]6:fi.61.,Sop.:AS;\1RG'NM GA.RO'S15,Ft04lY J]I6 As$OciallaRx Ina. I OLD 15-085 7f27/i GATE: 07f21/i7 ST.�0.Trr • "'' Pnnn.:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 R- .11:t!Raco0t,0-M West Palm Deach, FL 33407 3 DRAWING No EB-0036719 17-107 t''rt�'-.,. V14LTCR A.TILUT J,.P.E. 4 SHEET P,E, SEW }A71�RE/DATE FLORIDA Lia.R 4<167 S R 6 20 OF 20 14 r -J