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HomeMy WebLinkAboutProduct approvals I I Florida Building Code Online Page 1 of 2 oq�3 Business & Professional •g BCIS Home I Log In I User Registration I Hot Topics f Submit Surcharge Stats&Facts I Publications Contact Us I BCIS Site Map Links Search MgMI Product Approval USER:Public User R Product Approval Menu>Product or Application Search>Application List>Application Detail pe *4,? 30 FL# Fusso R11 ����' a �® Application Type Revision ` @' rf epE Code Version 2017 rf Application Status Approved I 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 lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category Shutters Subcategory Accordion I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed . Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received i 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 12/31/2020 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS,INC. DRAWING 17= 102 CERTIFICATE OF INDEPENDENCE.PDF I Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2065' ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code I I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2P/o2ftCO... 3/17/2020 I Florida Building Code Online Page 2 of i� Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing#17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS50 Rll II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes INC DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. other:Large Missile Level"D".Max span is 12'-7"for 35 Created by Independent Third Party:Yes psf positive ASD load and 13'-0"for 35 psf negative ASD Evaluation Reports load for one specific condition shown in span tables.See FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC additional loads and spans on engineered drawings. INC DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#17-102 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RII IL AMERICAN SHUTTER SYSTEMS.INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HVA CORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Levet"D".Max,span is 13'-2"for 30 Created by Independent Third Party:Yes psf positive ASD load w/o window blade,16'-0"for 30 psf Evaluation Reports negative ASD load for HVl blade w/o window blade for FL1850 RI1 AE AMERICAN SHUTTER SYSTEMS INC conditions indicated on schedule#1,sheet 12.And 12'-3" DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF for 30 psf positive ASD load w/o window blade and 15'-5 for Created by Independent Third Party:Yes 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ)-Drwg# 17- (top and bottom)for storm protection 1122 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 Rll II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes INC DRAWING 17-122 BERTHA HV ACCORDION Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max,span is 16'-0"and Created by Independent Third Party:Yes 14'-9"for 30 psf ASD negative load depending on Evaluation Reports centermates and locking rod configuration for the HVi blade, FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. 8'-0"for+64,-72 psf load for HV blade for Keystone INCDRAWING 17-122 PRODUCT EVALUATION mountings 7-0"for+75,-75 psf for metals stud mountings REPORT.PDF and 8'-D"for 110 psf.for HVi and HV1A working in unison. Created by Independent Third Party:Yes See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. Back Mext Contact Us;:22601 Blair Stone Road Tallahassee Fl,32399 Phone:850-487-1824 I The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement I 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtD qs9%2P/o2ftCOhpJ Q... 3/24/20 18 j Florida Building Code Online Page 3 of 3 Credit Card_ Safe 1 i i - D s9%2f'%o2ftCOh J ... 3!2412018 httpsa/floridabtuldmg.org/pr/pr_app_dtl.aspx.paramGEVXQwt q p Q �i 4 TT� ON TILLIT TESTING &,ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tiltmo@aol.com PRODUCT EVALUATION:REPORT FLc�B License °010«by REPORT NO.: 17-0726.07 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY:. Accordions { PRODUCT NAME: Bertha H.V. Accordion Shutter System H V Blade#1 and 2 and HV-Window Blade 1A i SUBMITTED BY: American Shutter Systems Association, Inc. (AS.SA) 4266 Westroads Drive 3 West Palm Beach, Florida 33407 1.-PURPOSE OF EVALUATION: This is a.Product Evaluation Report Revision issued by Walter A. Tillit, Jr:, P.E. r (System 0#1900)40 American Shutter Systems Association, Inc based on RuleChapter No; 61G20-3, .Methal 9D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition :of the Florida:Building Code,.and to verify that the product is for the purpose intended at least equivalent to,that;required by the Code. i This Product Evaluation Report shall be:subject to review-and revision in case of a Building Code Change that may affect its limitations and conditions- 2' : SUBMITTED: I 21 PRODUCT EVALUATION DOCUMENT(P.E Drawing No 1:7.102 (revises drawing # 15-0 6��}� ` . �`� A H.V. ACCORDION SHUTTER SYSTEM", sheets 'I tt .2 '. U 16A and r" . Tiltit, Jr., 28A of 28, prepared by Tilteco; Inc.; signed and®fie ed � ,� P.E., dated 07!26!17. This drawing is an integral rt off n, eptd. I STATE OF . d„rA®dpPOPOA.°AR. 6355 N.W.,36th Strect,!Suite;305,Miami,Florida 33.1,66-Phone: (305) 871-.1530-Fax: (305)8714531 i 3 PRODUCT EVALUATION REPORT NO.17-0726.07 2 .2- 2. TEST REPORTS: For 14V Blade 1 Large missile impact and cyclic loadings under Protocols TAS 201 and 203, as per section 1626of the Florida Building_Code. Uniform Static.loads in accordance with Protocol TAS 202. Test reports prepared by-..American Testing Lab (ATL), of .South Florida, Reports No. 0214.01-03, 071;5.01-03, dated June 27,.2003; and January 21,2004 respectively, signed and sealed by William R. Mehner P.E., and Henry Hatten, P.E., jointly with ATL :reports.## 1004:01-05, dated. 11/16/05,.signed-and sealed by William R. Mehner,. F':E.; # 1214,0'1-05 dated 12/20/05, signed and sealed,by Henry Hattem,P.E. per Protocol TAS 20.1,'.202.and.203 and completed with ATL .Report # 0317:02-06, ' dated on '05123/06 signed_ and.sealed.by William IVlehner, P.E. also per Protocols TAS 201, 202 and 203, Large missile impact & cyclic loading; under protocols TAS 241 & 203, Test reports prepared by American Testing Lab (ATL) of South Florida, Report No; Q609.01.10, dated:June 17, 2010, signed..and sealed by Julio E. Gonzales; P.E., report°No. 021.0.01-11, dated 02/221201'1, signed and,sealed by Henry Hattem, P.E. Tensile tests as per QC Metallurgical Report No.3DM-388::and No. 5JM-1022., dated. � 2J03November ? , sectively; signed and sealed by PE , No.10FM-718,Frank. EGratepeASTlE8; � W� } ll as Reports dated. June.22;.20%. and Report No. 11CM-223, dated 03/0412011.,eigned °and sealed by Frank E.Grate Jr P E , as per.ASTM &8.1 .For HV Blade'2: Large missile impact and cyclic loadings under Protocols TAS 201. and 203, as. per -section: 1`626 'of ,the Florida Building Code. Uniform Static loads in accordance.with Protocol TAS 202.- Test reports prepared by American Testing Lab of-South Florida, Report No. 0422.01-05, dated April'22 thru June 15; 2005, signed'and sealed by William R. Mehner, P.E., and Henry Hatten,P.E. Tensile:testas pear OC.MetallurgicalReport No. 5FM-578, dated 7/6/2005;signed and sealed by Frank Grate, P.E., as per ASTM E 8. For HV.Window Blade 1A Large missile impact and:cyclie,.loading under TAS 201 and-20 P 3 rotocols.; as per section 1,626= of the Florida Building Code. Uniform Sta iia +accordance with Protocol TAS 202 per section 1626 Protocols TA llk a5t reports prepared by American Testing Lab of South Floridan s1 =p8 and No. 07'25.01-0.8.(Addendurn), dated 07/19/.08 and 081*0�;1es tr.. ,'signed and sealed by William R: Mehner, P.E., and Henry Haben I I l PRODUCT EVALUATION REPORT No. 17-0726.07 3 Testing for Polycarbonate Bayer Makrolo'n 31.03 for Fire, Burning characteristics, per sections 2601., 2602,, 2607 &. 2612 the .Florida Building Code; per ETC laboratories report No. ETC 07-1095.1,9015.1, dated 12 /14/07, signed and sealed by Joseph LaboraDoldan, P.E. Testing for Polycarbonate Bayer Makrolon 3103 for Weathering / (UV exposure) j per.ASTM G-155 and ASTM D-638, per section 2612 of the Florida Building Code, per ETC Laboratories report No. ETC-07-1095-19015.1, dated 12/14/07, sighed and sealed.b Jose h Lab r 9 y p o aDoldan, P.E. i Tensile test as per QC Metallurgical Report # 8GM769.3, dated July- 2.1, 200.8, signedand sealed.by Frank E. Grate, P,E as per ASTM E 8. Qualification .for Sabic Innovative Plastics Polycarbonate with resin 103, equivalent as per :letter issued by Sabic, dated. 7/17/08;. addressed to Eastern Metal -Supply, Inc., to approved # 90.34 -sheet grade .with Miami Dade County j Product Approval,. addressing Fire Burning characteristics, weathering and structural (mechanical) properties. i 2.3.'STRUCTURAL ENGINEERING CALCULATIONS: 'On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based. on 'rational and comparative analysis; and in accordance with section. 1616 of*the .Florida Building Code.. .Calculations prepared by Tilteco, Inc., dated July.31, .20'06, May 23, 2008; ;July 1, 2010, and 10/27/2010, signed and sealed by Walter ,A. Tillit, Jr., P.E., and revised calculations dated 04/27/2011 addressing Mounting I.1, sheet No. 7 of drawing No. 17-102. I i 3. MISSILE:IMPACT.RESISTANCE: Pro Large TmissiAS 20 l6limpact under section 1626 .of the Florida Building Code, as per 4. WIND LOADS RESISTANCE: Accordion Shutter System has been. verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheets 12 & 28A of 28. of Product Evaluation. Document (P.E.D:), Drawing No. 17-102. Maximum Anchor Spacing.for HV Blade 1 shall be as indicated on sheets.13, 14,.15, 16, 17 &28A and 1.7 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17- 10.2..Maximum Shutt( span, for HV Bglade 2 shall'be as in&ated of Product rrs> i Evaluation Document P E.D, , drawin No. 17-102a rimer span for HV Blade 2 shall be as indicated on sheet X25 q�°. rx).' luation Document (P.E.b.), drawing # 17=102. Maximu Ikbe as- indicated. on sheet.26 .of 28 of Product Evaluati tn. Docu ent (P.. D%), d wing e X0. 44167 a ' i I PRODUCTEVALUATiON REPORT NO.17-0716.07 4 174,02: Maximum shutter span and anchor spacing shall be as indicated on sheet 28 of drawing No. 17-1.02. 5 1 jNSTALLATIOW. For.HV Blade I shall be performed strictly in accordance with details indicated on sheets 5, 6, 7, 8; 9, 10., 11, 1.8, 19, 20, 21 & 28A of 28. of Product Evaluation Document (PE.D.),.drawing No. 17-402: Minimum' separation to glass shall be as indicated on sheets 6 thru 11, 18. thru 20 &- 28A of ,Product Evaluation Document (P.E.D;),.drawing.No. 17-102. } Requirements,for use of locks and/or locking rods shall.be asjndicated on ,Notes. . on sheet:5 of 28,,note 10 on sheet 1. and 28& sheet,,28A and note 10 on sheet 1 ( of.28 of Product Evaluation Document(P.E.D.), drawing No. 17-102. i For HV Blade.-2 shall be performed strictiv in accordance with details indicated on sheets 29, 22, 23 and 24 of 28 of Product Evaluation Document (P.E.D:), drawing #,17-I 42•.Minimum separation to glass shall be as indicated on sheets 22;thru 24. of Product Evaluation Document (P E.D.), drawing No. 17-102: Requirements for use:'of.locks and%or locking rods shall.be as indicated.on Notes on sheets 21 and .28 and note, 10 on sheet 1 of 28 of Product Evaluation Document (P.E.D.), drawing No. 17-102. The HV Blade working in unison with HV Blade 1A shall be performed strictly in i accordance with Urnitationp included on sheet 28, of drawing No. 17=102. j Minimum separation to glass shall be as indicated 'on sheets 61`8 and 19 of drawing 174102, f.'MATERIAL CHARACTERISTICS AND SPECIFICATIONS: j Sl all,be-strictly in accordance with General Notes and Components indicated on sheets,1 through 4_of 28 of_Product Evaluation Document (P.E.D.), drawing No, 142. Anchor specifications for,HV Blade,.I shall be as:indicated on sheets'14, 16 17-and 28A of 28-of Product Evaluation Document,{P,E,D.3; drawing, No-. 17- 102, Anchor specifications f6r-HV-Blade 2 shall be as indicated on sheet 26 of 28 of Product Evaluation Document(P.E.D.), drawing #17-142. I NOv 44167 Vj 1 S t PRODUCT EVALUATION REPORT NO.17-0726.07 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in Compliance with General Notes No. 1, '2,-9, 10, 11, 12.and 13 indicated on sheet 1 of 28, .of Product Evaluation' Document (P E.D.), Drawing. No. 17-102 prepared by Tilteco, Inc., and signed and sealed-by Waiter A. Tillit,. Jr., P.E. i 7.2. Product.may be installed within HIGH VELOCITY HURRICANE.ZONES as defined on section 1620.2 ofthe Florida Building Code. 7.3.,Product.shall only be_installed. into poured..concrete, concrete block, wood frame and metal stud: walls under the Maximum ;Span and Maximum Design Load limitations indicated on.this drawing, as applicable. 7.4 Limitation-of use fdr Blade HV1 used. in unison with Blade.HV 1A shall be as per:sheet 28 of 28 of drawing No: 17-102. 4 . I Product Evaluation Report prepared by Walter' A. Tillit, Jr, P.E. (Florida L.icense:No. 441.67), President of Tilteco, Inc. (Florida E13-0006719). i i I i 4 No. 44167 GENERAL NOTES.* I 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(sib EDITION) OF THE FLORIDA BUILDING CODE. TABLE-OF-CONTENTS DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF'THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED 13Y THE JURISDICTION WHERE SHUTTER,WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(kS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25,26,26&.280 AREA 1: W BLADES I & IN ORDER TO,VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE-7-10 SMALL BE FIRST REDUCED TO AS.D,DESIGN WIND LOADS- 6Y OADSBY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S,D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25, 26,28&M GENERAL NOTES SHEET 1 IN ORDER TO VERIFY fHkT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS yK USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD 14AS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTEM COMPONENTS 21-37 SHEET 3 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HV EILADE(])10214:01-03, #0715.01-03, #1004.01-05,701214.01-05, #0317.02-06, #0609-01-10 AND#0210.01-11 AS PER TAB 201,TAS 202 AND TAS 203 PROTOCOLS. AREA 2: HV BLADE(1)AND 2 -HV WNObW BLADE (9#0505.0,1-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-05 AS PER TAS 202 PROTOCOL. (WHEREAPPLICAB—LE) -HV BLADE(Z)#0422,01-05 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.W SLADECDAND MV BLADEOARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4.EACH INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 WIND ZONE MUST HE CLEARLY IDENTIFIED IN ACCORDANCE WITH CHAPTER 30,OF ASCE 7-10 STANDARD'AU_.,MOUNnNG CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPUED TO THE INSTALLATION N DETAILS F-L, CONCRETE/BLOCK SHEET 7 CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS,FOR MIN:SEPARATION TO GLASS, DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE I CENTERMATE DETAILS HV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND' CENTERMATE ALTERNATING DETAILS HV SHEET 9 ASCE 7-10 STANDARD,AND SMALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. CENTERMATE DETAILS HD SHEET 10 MY BLADEOAND�KV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE If I 4X2.75 AND# 14XI.75 RESPECTIVELY,410-HT MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIES STAINLESS STEEL SCREWS WITH 1360 W.YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA KV DACROSAIELD COATING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE- CONCRETE SHEET 13 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE KV MARKING ON THEIR HEAD. ANCHOR SCHEDULE- CONCRETE SHEET 14 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 31,7 ke;AND 35,7 ki ANCHOR SCHEDULE--CONCRETE SHEET 75 FOR 6005-TS ALLOY. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A S.ALL SCREWS TO BE STAINLESS STEEL 3014 OR 316 ALSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kti MIN.YIELD STRENGTH AND 90 ki MIN.TENSILE ANCHOR SCHEDULE- WOOD SHEET 16 STRENGTH&SHALL COMPLY W1 FLORIDA BUILDING CODE.SECTION.2411.3.3.4. ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R,WOOD SHEET 18 6:BOLTS TO BE ASTM A-,307 GALVANIZED STEEL,OR AlSt 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INSTALLATION DETAILS S-X, WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS-W SLE5(p: 13.14,15.15,kI6.17&28A END CONNECTION DETAILS 7-12& Xj WOOD SHEET 20 HV , :26 HV SLADE&e WORKING IN UNISON: 13s 14& 16 AREA .3.- HV BLADE(2)ONLY 6.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT#6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,TN WHOLE 09 IN PART BY LLS.PATENT¢5'458;179 ISSUED TO TYPICAL.SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21, EASTERN METAL SUPPLY,INC. INSTALLATION DETAILS AA-GG, CONCRETE SHEET 22 9:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO CENTERMATE DETAILS HD SHEET 23 SEAL/CAULK'ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, END CONNECTION DETAILS 1-6&X,CONCRETE/BLOCK SHEET 24 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WASHING NOTE:DURING PERIODS OF HURRICANE WARNINGS.HOME,OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES SHEET 25 HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ANCHOR SCHEDULE,.CONCRETE SHEET 26 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 PLACED FOR.EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW BLADE (%ONLY 12.BERTHA H.V.ACCORDION SHUTTER,SYSTEM'S INSTALLATION SHALL.COMPLY WITH SPECS.INDICATED IN THIS DRAWING PLUS ANY.BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION TYPICAL WINDOW BLADE&VANDOW DETAIL SHEET 27 WHERE PERMIT IS APPLIED TO. TYPICAL SHUTTER ELEVATION SHEET 28 13.(.)THIS P,F 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 PLEA. AREA 5: HV WINDOW BLADE n1 ONLY (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY of THIS PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT DEVIATE 'INSTALLATION DETAILS. METAL STUD.WALLS SHEET 28A FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE 1S THE CONTRACTOR'S RESPONSIBILITY. THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED.BY ANY MEANS- (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F.O.FL)FOR 714E PROJECT AND WHO WILL THIS DRAWING SHALL ONLY BE USED TO BE RESPONSIBLE FOR THE:PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OBTAIN PERMITS IN THE STATE.OF FLORIDA, ORAWINOS FOR REVIEW. 0z." (a)ORIGINAL P.E.D.SHALL BEAR;THE DATE,AND ORIGINAL SEAL AND SIGNATURE-OF THE Pro- 10 'F&VVER OF RECORD THAT PREPARED IT. IL FLORIDA BUILDING CODE(High Velo.fty Hurricane Zone) 44 02017 EASTERN METAL SUPPLY, INC: I,:CNS,r"% Q2017 TILTECO,INC.(ENGINEERING) ABERTHA HVTM Accordion Shutter System TIT a A.S.SAIIIIII V.BLADE I V//OR WO H.V.MNDOW BLADE&KY.BIDE r, TICCIT TESTING & ENGINEERING COMPANY American $hufter Systems REV.N. DESCRIPTION DATE DRAWN BY: L.C. 6355 N.W.3591 SLI St'305,VIRSINA WIDE M FLORMA 3316f Association, Inc. I OLD i5-079 07JZ6/17 DATE, 07/26/17 4268 West Roads Drive 2 1, Ph.ge (3Q5)871-LIS30.F.,:(305)874-1531 DRAWING No West Palm Beach, FL 33407 LJ(t7l, Fjllf EB-0006719 Phone: (800)432-2204 Fox: (561)209-8380 -4 17-102 WALTER A.TiLUT Jr.P.E, RE/DATE FLORI I DA U,III w67 5 SHEET 6 1 OF 28 ' -3rm FOR WWOPN 8l/DE O I VARIES 21 n m 4 c e r o 6\6 esus, o o Maz: 7.918• 1:491" Z3 0 0 r 1.200' o 0.454` C t-0' 554 ,a 433x• °a54. bn) Ro) 4.371 c X. 4.857 4.385" I 5gti v G HY SOLID85BLADE 4.999 -375"/ 51 HV 90' 1 6 STARTER RTER COVERED UNDER US PATENT# 545*179 O2 HV BLADE �)HV UNIVERSAL FLOATER - °/ __.9(QUALIFIEO FOT SETW iA HV WINDOW BLADE COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLAOE: &(2 ®.HV DIRECT MOUNT / 6005-T5 ALLOY AND TEMPER 60 BLADE &(2� -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 28 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE'W/ HV 6063-T6 ALLOY A D TEMPER 6063-T6 ALLOY AND TEMPER BLADE&(2 ° 3.556' 3.226• 1.500' . 6063-TS ALLO AND�-TfEMPER -."' .670" 2.226" 085 b v 670 � 2.670' ( ') .994' 1.000• 072 701"�� 4.897" .815" 0.072" 0.072• 4.436- 1 3.226• HV ADJ. ADAPTER W/LIPx'920 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK I` QUALIFIED FOR USE W1 HV BLADE Q.& 2Q QUALIFIED FOP, W/ HV (9)HV TRENCH TRACK .ss ^ ^/ 6063-T6 ALLOY AND TEMPER BLADE 1 &.� BLADE I✓&�' 5°63-T6'ACCO AND TEMPER QUALIFIED FOR USE W/ H1! 6063-T6 ALLOY AND TEMPER. BLADE(D& 2O ONLY. (ji HV RAINGUARD - - NlVARIES - 6063-T6;ALLOY' -TEMPER - QUALIFIED FO USE W/ HV 02. VARIES 1.936 0 1.977" 1. 1.936' 1.975" " BLADE 0 083' i 083' Maz.I 6063-T6 ALLOYY AND TEMPER m o az. o� .060' 083" mo 083' o .093g70 093' o nl 2.035" .tDO o 060' 140' .140' 01,4 670 I o .060' .060'o n. ry nl :093' .093":0 'nom 0 0 1.686r 'p n1 3.520' CZnA I 670 11 HY CEILING HEADER 3.529" 0 QUALIFIED FOR USE W/ HV BLADE 1( .`HV HEADER/SILL 13 HD CEILING HEADER/SILL - 3.58.• ONLY, C2 SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ N BLADE i ONLY fi063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND.TEMPE QUALIFIED FOR USE W/ HV BLADED 14 ISD WALL HEADER/SILL (15 SHD CEILING HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W% HV QUALIFIED FOR USE W/ HV BLADE1O&.0 6063-T6.ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER T1 Y t BLADE MN X 41N.Y MN.t COMPONENT .A B Ti T2 UALIFIE X'°.062' HVrI 2" 2" 0.125" 1" 1' 17 Z' I5"MAX. 1/8' 1/8" Ot 0.090 - 3' 3' " l6 SIDE ANGLES - R 18 2- I5'MAX. °.192' 0.792r HVF QUnuFIED FOR USE w/ HV ALUMINUM ANGLES 9 zs 7 MAX. D.190r 0.190 FN i CORNER POSTS BLADE Cl,&G C I - ( G QUALIFIED FOR USE W/ HV - 6,063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/))HV I I BLADE O7 & 2O. 'BLADE6(SEE SCHEDULE ND TEMPFtQI ��""�"���� 6063-T6'ALLOY AND TEMPER "" - -- ---" 71 FLORIDA BUILDING CODE High Velocity Hurricane Zone ...........✓9 Z ®2017.TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. Gig ? BERTHA.HVTM .44167 L�'o , A.S■S■AI Accordion Shutter System .V.BLADE d1 W/OR IV/6 H.V:WINDOW BLADE&H.V.BLARE# (� a American Shutter Systems REV.No 11E5CRIPTION DATE DRAWN 6Y: 'LC: �O h� TILLIT TESTING& ENGINEERING COMPANY' - _ �j�\�� 6355 N.W 36N SL Sl 395 NRGINIA GViDENS FLOPoOA 3316 Association, Inc. I OLD'15-079 07/26/17 DATE: 07/26/17 % Q�10 `(14 Phone (305)871-1530.Faz.(305)871-1531 4268,West Roads Drive = t S1 e 0 6lteco®auLCc West Palm Beach, FL 33407 3 DRAWING NO '"SSS�QNA�.� •• E9 0006719 Phone: (800)432-2204 .Fox: (561)209-8380 17-102 +Yj-N Y/ALTER A.TILLIT Jr.P.E. 4 P.E.SL'AL V WAME/DATE :FLORIDA,uo.#,a4167 3 SHEET 6 2 OF 28 4.660" .929" 4.576' 45' .293• 1/4'-20A1/Z= 1/4'-20 r-DIE'CAST 2.293• .745' j 0.334' FIAT HEAD THREADED HOUSING ENAMEL ,5q oNO - 5.S.M.S• WED PANTED THREADED I IE CASE O,p O• ° 4-20 _ -09 (2 TYPJ _ ° - � ao 641(ED PLANTED o v a31 n ° e 1 I m n tg-})/ EGRESS TURN 1. .062• ✓I ai 0 n n .w a. _ m m KNOD. 0 675' ER ' 1.325' 0.2��• o VI P . ml 9FASS;CYt1HROME (CARDIAE.DED) 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE& 1A ONLY FLOATING CENTERMATE �• ayaoy as°. 1:325' - m` ® HV LOCK' ® HV EGRESS LOCK 6063-T6 ALLDY AND TEMPER QUA ED FOR USE'W/ HV BLADE 1 & 1A ONLY Q? 3.023' .875• QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER ATE BLADE Q1 & ®ONLY. BLADE 1O& QA)ONLY. I Q ALIFIED FOR USE W/ HV BLADE 1 ONLY 250'O.D. 2'874• 6063-T6 ALLOY AND TEMPER 18 18" 1:756' .922" PLASTIC NEAR 4.045' . 2• MOLDED TO ml 2.079'' 1.753• SCREW -� 000' S -:_2 o °61 P o .825' a .360'AFTER RIVERNG 0 n n a \`'rn •�'7• 1n BEFORE RIVETING m ai Nl71 ig 1/4"0-20 X 3/4" 1 4"rs-?.0 RIVNUT* v I oSERIES 9444 ALUMINUM(2024-TJ ALLOY)LARGE FlnNGE THIN / SHEET NUfSEFf.PART f 0920,AS MANUFACTURED EIY AVDEL - - -PIAN- - "- FRONT ELEVATION- '1 8 HV MALE -"T" LOCK CENTERMATE4363 - - - - CHERRY'TEXTORN,PARSIPPENY NEW JERSEY-07054 OR EOUAL - - 27 .LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY 29 HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK (g BY ALTERNATIVE LOCK ONLY FOR USE Vd/ HV BLADE 1OONCY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 1 6063-T6 'ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPP W/HV BLADE Q ONLY. BLADE O ONLY. 1.917 1.917' 5" 3.161 _ I THUMBTURN .214' =° .06J ,062' J•. N CYLINDER OR .214" m KEY CYLINDER n .545" o e r 0.875'Min. .40 - h m 1 .125•Max. 31 HDC T E O LOCKING CIG D H . CE TER AT I' LOCKING OD O°0 _ QUALIFIED FOR USE'W/ HV BLADE 1 to&�2. QUALIFIED FOR USE W/ HV BLADE 7 , 1 &-2' 0 r el 6063-Ts ALLor AND TEMPER S HD CENTERMATE'S INSERT "j BD4' 6063-T6 ALLOY AND TEMPER of VARIES; 12'MIN. QV41FIED FOR USE W/ HV BLADE 1Q, 1A &O 1/4'0-20 5.5.OR3/8"a-,fi 1130" 6063-T6 ALLOY AND'TEMPER � U (SEE DETAILSACETAL ) CYLINDER t1/2� O. - R ND RRN KEY 11.57 Min. CYLINDER. cy,/VO MaLOCKING ROD A ® - I-.375"a /� ® CK QUALIFIED. FOR USE W/ HV BLADE.G&f32 � )iV 3/S.rD-16 ACETAL \:1/) HV 1/4"-�-ZO AISI 304. 8Y REGENT'HARDWARE MORTISE LOCKS SERIES"2333 HOOK BOLT LOCK. 6063-T6 ALLOYAND TEMPER THUMBSCREWS SERIES S.S. THUMBSCRM QUALIFIED FOR USE W/ HV BLADE(Di 1A &,(2 Z�s.-CINSTALLATION WILL REQUIRE A 7%16" HOLE QUALIFIED FOR USE " D QUALIFIED FOR USE W/ HV BIADE 1 & - ---- - - - - --- DRILLED A7 TRACKS FOR PROPER.EMBEDMENT FIE1j 1V/,!�yb,,%LA E 0&(Z-) LLED FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ...... "n f•.�/A Z C)2077 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. VL OCS A BERTHA HVT�+ 17LMo �N�. , Accordion Shutter System *: ; V.BLADE J1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE 'TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.NO .DESCRIPTION DATE: DRAWN BY-. LC. 6355 N.W.36th.St,Ste 305 MRGNN GARDENS.FLORIDA 3316 ASSOCIOIlOE1 Inc. :I OLD Ys-079 07/26/17 DATE: 07/2687 / RR 4268 West RaOds Drve =0�• 40R1ly `{ Phone (305)871 1530' Fax:(305)971-7531 2 af. { e.if tlteco0a0Laam West Palm Beach, FL 33407 3 DRAWING No �f s`SI®•411+� L{{{ WALTER A.EB-006719r.P.E. Phone: (800)432-2204 . Fax; (561)209-8380 4 17-102 P.E. 000 ATE FLORIDA UL#asisi 5 SHEET s 3 OF 28 41 40 38 l -- SHUTTER ASSEMBLY SCHEDULE FOR HV 7 HV (1-4 AND HV Q BLADES. j Till 'I QU 10 HV BLADE 1 39 a N 3 i,HV BLADE '1A '1'0 2Q HV BLADE 2 j' 1 ® or 3 ` :L1=47 "0 40 M 3® HV LONG RECESSED NYLON BUSHING jj !� n I- -L i J.315"0 39 HV SHORT RECESSED NYLON BUSHING j J 40 HV NYLON HAT WASHER EXTERIOR 41 47P'0 . 41 HV WHEEL CARRIAGE-AI �� .SI 302-303 SERIES I' j -1 f-2 Y ,: 0.870"x3/16" THICK NYLON WHEEL. I I ��± r 39' 38 I iQ@ or C2 f ® or (4 L 0.188"0 AISI 302 SERIES S.S. RIVETS O (SEE NOTE FOR REQUIREMENTS) Q® oro ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD I EXTERIOR HV 2 3/4" ACCORDION PIN W/ #8 HEAD * zZo I POLYCARBONATE IMPACT RESISTANTHV WINDOW Q� or 0 I (SEE SHEET 27) 1 nam NWLL "T 1 38 * EXTERIOR BLADE KRUCKUE FORTYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1'• HV PIN4©OR®AT EXTERIOR (1) HV PIN SHALL ALWAYS BE USED.AT ALL EXTERIOR BLADES KNUCKLE. BOTTOMKNUCKLES OF HV ACCORDION SYSTEM W/HV(D OR 00.324"� 43 HV®BLADE. (SEB NOTE FOR REQUIREMENTS) (2) HV PIN @ MAY'13E USED IN LIEU OF AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HvO2 BLADE WHEN CORRESPONDING:TO INSTALLATIONS "CC"AND "DD", SHEET 22. (3) W PIN©OR 0 W/ 1/2" O.D. 1/16-THICK S.S. WASHER { !I! SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER-DETAIL:X. WHEEL CARRIAGE DETAIL. T ASSEMBLY LAYOUTS SHEETS 11 &24. N.T.S. N.T.S. - j1iNNsiou�e�s FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ..EPIS T�Ay ®2017 MLTECO,INC.(ENGINEERING) 0.2017 EASTERN METAL SUPPLY, INC. J F7. r BERTHA HVTM IL E C O �a�. A,S,S,A, Accordion Shutter System *. .V.BLADE iI W/OR W/O H.V.WINDOW BLADE&H.V.BLADE `TICCIT TESTING & ENGINEERING COMPANY American Shaffer Systems REKN. -DESCRIPTION' DATE , DRAWN BY: LC. p 6355 NAY 361h.St,SU 30%VIFG?NP GARDENS,FLORIDA 33166Association, Inc" 1 Pho ' OLD 15-079 07/26/17 DATE: 07/26/17 F A: (305 @ (305)671-1531 7t 1530.Fa.. 4268 West Roads Drive. 2 .��, �ORID;. ,• e_ matL�tN ®a ecoo6eorri West Palm Beach, FL33407 DRAWING No EB-0006718 a 1 7_1 On S'/j�a1 AI (LP .rt Phene:.(800)432-2204 . Fax: (561)209-8380 L � WALTER A.TILLR Jr:P.E. P.E.S fiMAIPTVRE�ATE FLORIDA Lic.8 44167 5. SHEET 6 4 OF 28 •�'°' 7�°a c'��5 '1g2 g,(4), Q °' •n�3i" 'Q *_NOTES ON HV LOCKS AND CENTERMATES: A R c c �J 1•MANDATORY COMMON ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN r ���•15. /L• OR 12"ABOVE OR B OW 7 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS AT:ANY 1 f ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO C OR I nCENTERMATES W/(2)1/4"0-20 x i/2" LONG FLAT HEAD 5.5. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Ff �m(0 ® 2 16 ea 0 FLOORLCELING INSTALLATIONS. TWO HV LOCKS OR OR ONE HV.LOCK. OR t$W/ TWO LOCKING RODS i0.AT TOP & BOTTOM SHALL BE SED F ANY SPAN AND IN ALLATION AT ANY ELEVATION. % F HV.L%OCK®OR @ SHALL. BE ATTACHED TO®OR©CENTERMATES'W/ SAME SPECIFICATIONS AS PER D9-NVB MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 4oRgiX+g6 aRigO-(y °R 3t IF DESIRED FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR' MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR@.SHALL BE AS INDICATED ON NOTE (1)ABOVE., LOCATION IF Gs Y LOCA ION OF LOCKS SHALL,BE AS INDICATED ON TYPICAL SHUTTER.ELEVATION. EW v 4. ON #2 OMD ONLY W�JtQATORY CONDITION Ai OR limrnm mANpATogy cbNprnoN xoc-Hvc Vin# J2 IS USED, H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION,.BUT`MAY ® I BE USED IF DESIRED TO,ENHANCE SHUTTER PERFORMANCE. LOCKING RODS `OR AN ALTERNATIVE.DEVICE a .6 o�ix MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). O &=oo� - � 5. MANDATORY CONDITION d2•. ONE HV LOCK (a SHALL DE USED AT CORNER CENTERMATES FOR ANY SPAN /. 1-9. _ ¢� '� y+V AND INSTALLATIONS AT ANY ELEVATION. HV LOCK2 or�'S SHALL BE USED AS,AN OUTSIDE OR INSIDE LOCK os9CE' NOD-IIvD oo\ ATTACHED TO @ CORNER CENTERMATE W/(2) 1/40-20 x 1/2"LONG FLAT HEAD S:S, M.S. TWO LOCKING RODS V tffi —� s AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6. I jONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HIV LOCK or. FOR ANY SPAN AND . i INSi 7AT10NS AT ANY ELEVATION.ALTERNATE LOCK @ MAY BE USED AS AN INSIDE,OR OUTSIDE LOCK. ATTACHMENT i OF 1/4'4-20x3/4"S.S.THUMBSCREW TO P,OR®CENTERMATES SHALL BE MADE W/ 1/4"O-20x3/4"ALUM.. SEE END RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO CONNECTION LOCKS AT 1/3 OF SHUTTER SPAN. DETAILS SHEET 10NNP MD H. r'. 7 K i 0 P a a v w x *NOTES ON HV "T" LOCKS AND CENTERMATES: FULL HEIGHT. I OF CORNER 1•SECOND ALTERNATE TO MANDATORY CONDTf10N 41 VALID ONLY FOR HV"T" LOCK ,AND CENTERMATES a AND NUNiTEO Man, OF ALTERNATE.HV'C LOCK.0 MAY BE INSTALLED IN LIEU OF HV LOCKS Q3 OR FOR ANY SPAN AND CENTERMATE I STALIATION AT ANY ELEVATION. ALTERNATE LOCK® Y BE USED AS AN INSIDE ORO IDE LOCK:ATTACHMENT as�4 ca�•O oaCw+101 103 OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS:SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED,TO CENTERMATES @ AND U9 W/ 1/4.0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8"0 x.3/32" 10 a�oa�> '�Q+1 J a —J WINGNUT OR W/ 1/4.'O-20x1'S.S.M.S. INTO A 1/4"0x 5/8"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12 \'.rJ ' MAXIMUM ABOVE.AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOMIS MANDATORY. O.07 ©oR� ��® Q� *NOTES ON HD LOCKS & CENTERMATES: 9` 1. ; ONE ALTERNATE HD LOCK� MAYBE USED IN LIEU OF V• 1`$un 19>QoR 19..�$SRO HV LOCKS OR 5..FOR ANY SPAN AND INSTALLATIDNS AT,,ANY EL,EEVVATION.ALTERNATE HD.LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.-ATTACHMENT OF HO LOCK VB AND D S W1 3SHEET' 10.8E F.H.MAY 81.S.IAND NSTALIFDLATES TYPICAL n HY BLADE SHUTTER ELEVATION REINFORCEMENT INSERT 3@ AS SHOWN ON SECTIONS HOB-H MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN: USE OF LOCKING RODS&IS COMPLETELY OPTIONAL- FLORIDA P: 7{ FLORIDA BUILDING CODE (High Velocity Hurricane Zane ' 2017 TILTECO,INC. ENGINEERING ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM N0.44167 /► Accordion Shutter System 1 C tC I L ECO 1 N C.. ■ ■. ! ® N,BLADE#i W/'OR W/U H.V.WINDOW BLADE&H V.BtNDE� A.• • American Shutter Systems REVJ4. DESCRIPTION DATE DRAWN OY:. LC. iILLIT TESTING & ENGINEERING COMPANY 5 a� Association,ad Inc. 7 OLD 15-07e m/z6/v DATE o7/z6/n ��/ '+ 6355 N.W.36th.St.,ll*.305`ARGwIA GMOkNs.n.OPoOA 3316 Phone:(305)871-1530 Fax:,(305)871-1531 4268 West Roads Drive 2 � mei Mteeo®ao.— West Palm Beach,-FL 33407 DRAWING No E8 0006719 Phone: (800)432-2204 . Fax: (561)209-8380 - 4 17-102 WALTER A TILLR Jr.P.E. .P.E.SFIC9SI�C[SFfURE/DATE FLORIDA Lie.S'44167 s SHEET 6. 5 OF 28 POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE REQUIRED 1/4'0-20x3/4'S.S. - CEQUIR TD. - - - - CONCRETE ANCHORS F CONCRETE ANCHORS-----r MACHINE SCREWS REQUIRE REQUIRED ' (SEE.SCHEDULE ON r (SEE.SCHEDULES ON W/1/4'-20 CONCRETE ANCHORS * SHEET 13) SHEETS 13& 15A) NUTS®12'O.C. (SEE SCHEDULE ON SHEET 13) E / ;/ j / ` f 12 oR 14 / / / Mi D. 1/a e-20x3/4'S. f // Min. / �/ / 17 OR 18 EQ EO MACHINE SCREWS �: / / O EQ / ,f/ 1J2.. ---� USING 1/4"-20 NUTS. / ® 12'O.C. E. o.* j{` z /. zso Max. "OR13t r .250'/ EC D E D /� .250'Max.OPTIONALOPTIONAL i� f IAN'SEPARAnONMIN.SEPARATION TD 011SS( 7' TO GLASSSCHEaAE1 (SEEO12FOR BLADE n�ID! 1 OR ' AIIN:.SEPARATION- EXISTING) SHEET12)EXISTING & I i TOGLASS 1 GLASS �. ! GLASS—i (D ® —(SEE SCHEDULE ON EXISTING 1SHEET'12) G`''SA' @ HV WALL HEADER INSTALLATION �A1 HV WALL HEADER INSTALLATION SIV WALL HEADER INSTALLATION. EXISTING EXISTING GLASSY f MIN.SEPARATION c A»� Ao. (� --OOR n� 1 ExlsnJc To GLASS 1 I GLASS (SEE SCHEDULE ON SCHEDULE ON1 12 FOR T BAT TO CLASS / 1 SHEET 12 ' ' ! 12 FOR.MADE 1 AND rh! MIN.SEPARATION I I i ) FPtt FFFfififi (SEE SCHEDULE'0 i ( 1 BLADES I&,'q '' SHEET 12) r /.f.D•// (•OPTIONAL ' Illr 1/4'_ E / .Max. /�� �/ OPTIONAL 1/4 Max. �/ P oB 15 / ii III I Ed•/ IL� E.D.. // / 11 II I ,•r' r II II /�___ I f r - j L --- _ I: / --- 19 EO EOOR —( -- 12 OR C4) I / /4'0-20x3/4!'S.S. M EQ EO--{ PHILLIPS TRUSS HEAD _17 oR 1 S MACHINE SCREWS'USING TRUSS HEAD MACHINE SCREWS ✓, / :' CONCRETE ANCHORS !I CONCRETE ANCHORS / / O O 1'_ 1/4'-20 NUTS®12'-O.C. ' -(SEE SCHEDULES'ON W/ 1/#'-20 NUTS®12"O.C. POURED CONCRETE SHEETS 13& 15A) / (SEE SCHEDULES ON / i Min. OR CONCRETE BLOCK OR CONCRETE BLOCK POURED CONCRETE K SHEETS 13& 15A) / 1 REQUIRED ' C�ONCREfE ANCHORS WALL REQUIRED C HV WALL SILL INSTALLATION '(SEE SCHEDULES ON f�HV WALL SILL INSTALLATION POURED CONCRETES SHEETS 14& 15A) OR CONCRETE BLOCK WALL REQUIRED 'HV WALL SILL INSTALLATION - NOTE FOR COMBINATION OF SFcnONS: - INSTALLATION DETAILS 1-SEE SHEET 4.FOR TYPICAL SHUTTER. E:O. =EDGE.DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) BLADE 1A ONNS OF SHEETU28 FOR �j H V� BLAD-E IN ANY WAY SECTIONS AN CAN BE COMBINED 1J0�l���>' - IN PNY WAY TO SUR ANY INSTALLATION. Tr FLORIDA BUILDING CODE High Velocity Hurricane Zone \' ••• Jig i ®2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL,SUPPLY, INC: ;�ENSF BERTHA HVTM 84167 A■S■ t S ■ Accordion Shutter System FL E C INc. a .V.BlAOE#1 W/OR_W/0.H.Y.WINDOW BLADE&H.V.BLADE ••- American Shutter System$ REV.No DESCRIPTION DATE DRAWN 8Y: L.C. • , '(t���tA \ TILLIT TESTING & ENGINEERING COMPANY V\\\ 6555 N.W.36N.St.,file 305 NRGIt1N GAR0EN5.f10"'3316 As$ociatlo TLA Inc.. 1 OLD 15-079 07/26/17 DATE 07/26/17 • 5 .4268 West Roads Drive r \ Phone (305)871-1530 Fax: 305)871-1531 2 OAc "'G��.•tt m;l t'Ikceacol.c0m West Palm Beach, FL 33407 DRAWING No sV'ON EB-0006719 phone: (800)432-2204. Fax: (561)209-8380 4 17-1 02 WALTER A.TILLR Jr.P.E. RE 5S`1VT(TU.RE/DATE FLORIDa L. B 44167 5 SHEET 6 6 OF 28 POURED CONCRETE ANCHORS CONCRETE. (SEE SCHEDULE ON,SHEET 14) ' W&SFPMATlOv 1 OR ®� REQUIREDSt -Iso�iIDUESOa� _ !— ":-�,�- EDGE OF 112 ochs -0,*T/ AFPIJCABLE E%ISTING B10LSS IQa® �( [�cve r.°I i DIN..SEPARA110N 1 GLASSI EXISTING .I I'sEE 6C GLASS ED o ALTERNATE 'i i i GLASS—, `y '( SHEET 12) 0x3 4" "`t• /! 1'`EC rE�-' /i / / `. ' ANCHOR P / HEX i LOCATION 'i ,I WASHER HEAD.i I I TEK SCREWS a OR 13 0R 15 i 3/8•DIN. 12"O.C. I III 1 1 EXISTING3/8CONCRETE ANCHORS GLASS (SEE SCHEDULE ON n+ 7 SHEET 4) INN IST(NI I C` / ED' Q ,/ / �/ EDGE OF EXGLASS--ti EDGE OF—I,/.. / /j t f✓�/ f `r/`',/, // �/,..:!/ / EDGE OF (; /J�/�/ LAB'IF SLAB IF I i 'E.. SLAB I 1'2 1 / / EDGE OF I / / i /� SLAB IF L' /APPLICABLE' DIµSUREI APPLICABLE / / ' / / i'4'. // / / / i/ / APPLICABLE TO 14.155(SEE / .E.Q„- E.Q. l f APPLICABLE I; / /.�•�i/// 1!_'” %,// 12 R1R�Eri'xn I POURED �j ! COPOURED NCRETE / ! ' aNRO�t� I; 1 OR il�C CONCRETE I *_� L 0* POURED. FLATHEAD CONCRETE ANCHORS REQUIRED D E.0. REQUIRED FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE,ON'SHEET 15) REQUIRED (SEE SCHEDULE ON SHEET 26) HV FLOOR INSTALLATION t 'C HV WALK-OVER INSTALLATION 11 TRENCH INSTALLATION © HV CEILING INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF PRESSURE RATING.&FOR SPANS PER CONCRETE ANCHORS SCHEDULE #4, SHEET 12 (SEE-SCHEDULES - ro cuss " 1A SHEETS 15& 154) stm 13) MIN. SEPARATION EXISTING i j I EJtIGLASS—I STiNG' EXISTING ' CLAS S�- TO GLASS '! AIIN. SEPARATION / GLASS i 10 h , -(SEE SCHEDULE 0 --lO TO GLASS 11 i SHEET 12) ~(SEE.SCHEDULE 0 SHEET 12) Ii 1/4" I, fi 1 i 3 OR #10x3/4"HEX WASHER ((1'4x3/4' HEN HEAD'i I / 1 3 !' HEAD TEK SCREWS® `''-�1 3f8"/ l B I i' .i r• 12"O.C. t I . TEK SCREWS®9"C C __ OR 1/4-0-20 S.S. M.S. i CONCRETE ANCHORS' I /__--_ s.O 3/ Q14x3/4"S.D.S. I W/NUT®-9"O.C. ' (SEE SCHEDULE ON , f 1,2 / 0 9"0.C. � SHEET 75) �•' f ,r 797.18 1/2. I 1. / / 17 18 Lj #14x3/4"'F.H:S.O.S. a 9'O.C. EDGE OFSLAB LF APPLICABLE. CONCRETE ANCHORS -SEE NOTE 13(b) ' `SEE NOTE 13(D) POURED CONCRETE-2 (SEE SCHEDULES.ON ON SHEET 1 POURED CONCRLIE ON SHEET 1 'E:D.:' f 1. / OR CONCRETE BLOCK SHEETS 15& 15A) OR CONCRETE,BLOCK REQUIREDREQUIRED OPTIONALPOURED i` HV WALL FLOOR INSTALLATION CONCRETE CL} HV WALL WALK—OVER INSTALLATION REQUIRED O HV RAINGLIARD INSTALLATION t NOW-' INSTALLATION DETAILS W/ NOTE FOR COMOINATION OF SECTIONS: THIS'INSTALLATION SHALL BE 9- SEE SHEET 4 FOR TYPICAL SHUTTER #E.D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) ADJACENT TO AM OPERABLE EXIT ♦ SEE UMRATIONS'OF USE FOR HV BLADE j1� N!A� s,.��� t OR ENTRANCE BLADE to ON SHEET 28 - 2- MWNTING SECTIONS CAN BE COMBINED' 7�� IN"ANY UWAY TO SUIT ANY INSTALLATON. rr lE �.� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ENSF•";`�9 - ®2017 TILTECO•INC.(ENGINEERING) 92017 EASTERN METAL SUPPLY, INC. No,44167 A■S��■�■ BERTHA HVTM 11. E C O �a�. Accordion.Shutter System V.BLADE 11 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE ILLIT TESTING & ENGINEERING COMPANY AmOrTCOtt ShuHer Systems REV.No ,DESCRIPTION DATE DRAWN BY: LC, `� .6 OP•.:\v ,8395 N.W.'.]8th.St.Ste.305.VlROfM GARDENS FumjM vis A330CIOtIOF18 Inc. I 'OLD-15-079 Di/26/17 DATE:, 07/26/17 f n'•'L•.,!!1777.��' �r�C,'( Phone:(305)871-1530.Fax:(305)871-1531 4268 West.Roods Drive - y S V m 60ecowoCwm West Palm Beach,:FL 33407 3 DRAWING K. SS10NAL�,,' a EB 0006719 Phone: (800)432-2204 . Fax: (561)209-8380 17—�02 [ WALTER A 71WT Jr.P.E. 1 P.E.SEAL/9G O NE/DATE 'FLORIDA Ua 44167 5 SHEET 6 7 OF 28 .SEE END WALL EE.TS 11 20 SEE NOTES ON LOCKING RODS,@,,HV LOCKS a or - OUT IN INSTALLATIONS W� 1- HV AND ALTERNATE IN LOCK®DN SHEET 5. 90 � EXISTING GLASS **&ADE SLACK DETAIL NVF IS VP1.AD FOR A11 'rf BLADE W Z HV CENTERMATES CENTERMATES APPLICATION WITH BLADEQ7 ���aRO,Oan®�10.13� OR SEE END WALL CONNEr_rinN rEXISnNG GLASS 1 0' 8� � Q. O ------------------------L-------- 06) . ElonB Ton ---------------- 2'x2'x1/8'xO'-2 I ®:.�$oR Q•O°P�«�°nO3 I/4' 7• 5 1/2' 7• ON DJ ON SH (6063-T6 ALLOY)ALUM. ANGLE+W/(2) 1/4.0 TAFCON ' ,/2- OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE I CENTERMATES MIN. SEPARATION (TOP/BOTTOM)k CENTERMATES (a)t'toxl/2's.Ai.S.TO TUBE #10x3/4'FUME. O 12' I W� HV LOC or 65 -- ro cLAss AT EACH ANGLE(TYP) O.C.FULL LENGHT: W� HV LOCK or 5 I °^ * X3:5* I N (SEE SHEET012 ON ___—___—_ _ -_ ____-- 90, - O 90 5* - -- -- '/- --Z.- 1/2. O - 31,1 ox 0O ® _/ 0 _ O QaR ,io •Q�« L 1� OUT ® " ®aR 1© ®°" HVA HVB QoR�on O.Oa®on lQ .Qca SS _POURED CONCRETE OR V� "�I 1 D+ 5 3 oR CONCRETE BLOCK WALL EXISTING GLASS REQU ED .®°R�«®°nO,Dan -------------- -- - EXIsnNc �\ SYMMETRICAL FIN 6 7 aR 6 • 7 a } ————— 1— — $ O « O•�� MIN. SEPARATION 'CENTERMATES* 6 TO GLASS cuss MIN. IN m W/ HY LOCK26 oPr1oNAL �SHEET 1SO 2E ON i SEPARATION ® cy �* (INTERIOR) 16+646-64-d ) % To cuss (SEE SCHEDULE OPTIONAL _, ,,'� ON SHEET 12) (INTERIOR) _ __-—-_ - - FO UT -_ �/CONCRETE VARI S ANCHORS 0 2� 3 VARIES / X r_ OUT 6 , 2 .MAX .SLACK `CJ p V f (EXTERIOR)3 5 ...,. _ oUT HVE HVF HVD oil 1� A, FLORIDA BUILDING CODE(High Velocity Hurricane Zone •••\AC NS 02017 v 02017 TILTECO,INC:(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. ,yo 441674' BERTHA HVTM : C OINC. ■ ■ ■A S S A Accordion Shutter System, a: V.BLADE jt'W/OR W/O H.V.WINDOW BLADE.Sc N.V.BLADE S •;'fes,,A� TILLIT TESTING &ENGINEERING COMPANY American Shutter.Systems REV.No DESCRIPTION DATE D 1fiRAWN BY: L.C. AF 6355 N.W.36th.S4.Ste 305.VIRGINIA GARDENS,FLORIM MAssociation, Inc. 1 OLD 15=079 07/26/17 DATE: 07/26/17 ••.... Phone (305)871 1530.Fax:(305)871-1531 4268 West Roads Oriye 2 fQp.A E`1GT�1� a,m I Ylteeooaol.— West Palm Beach, FL 33407 3 DRyAWING N0. 4 F99 L G\\�� lf. WALTER 00067 9r.P.E. Phone: (800)432-2204 . Fa'x:.(581)209-8380 ,a /-102 ��iiflf7T - P.E.,SEAL/SIGNATURE/DATE FLORIDA ua.B aai s7 5 SHEET 6 8 OF 28. ALTERNATE INSTALLATION W/HV "T" LOCK &0). HV SEE END CONNECTION DETAILS ON SHEETS 11 ac 20 _MALE f FEMALE "T" LOCKS CENTERMATES8)8 29 & LOCKERS 2 W/ n HV BLADE o u— 90, EXISTING GV59 BLADEiQ SLACK DETAIL HVF, INDICATED ON SHEET 8, AS WELL AS UNIVERSAL FLOATING BLADE3Q DETAIL HDD-HVD , Qofl®°R©��] oR,$�m+1 D� m INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE 10 1 S afl©+�3 afl 1©•©°R INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS +i & 20 O1®Oy�•®aF®�©Ofl 2;.2'x1/8"x0'-2 J I ®♦Qav Q�Oafl ls��w+O (60fi3=T6 ALLOY)ALUM. ANGLE W/(2) 1/4"A TAPCON 1/2• ANCHORS TO CONCRETE (TOP/BOTTOM)& I L——— (4)#100/2", . TBE S.MS.. O TU ——————.——————————— —————————.— 81013/4 S.M.S.® T2' ,* AT EACH ANGLE.(TYP) O.C..FULL LEN HT. FIN * MIN.SEP ATION 5 3, 30 HV "T" 30 HV, "T" TO c s LOCK (INSIDE)' 1 3 LOCK (INSIDE) (SEE SCHI DULE ON SHEE 12) ----------- - -- f---i f -i 5. 1 28 29 1 28 29 z• 5 3 o UT 35 35 2 W/'7/8"0 x 3/32" WING UT. 2 —NYLON SCREW HEAD k ® 30 SEE NOTE 6 FOR HV LOCK HV "T" LOCK (OUTSIDE)— O - 3 26. 1/4" 0-2D x 1" $,$.PA.$. OUTSIDE 'T" LOCK, ON SHEET s. W/1/4"O x 5/8" RIVNU30 HV "T" LOCK T t. (OUTSIDE) 't'SERIES 9444 ALUMINUM HVG* (2024-T3 ALLOY)LARGE FIANGE'THIN SHEET NUTSERT, PART 8 0820; AS MANUFACTURED BY AVOEL CHERRY TEXTORN;PARSIPPENY, NEW JERSEY 07054 OR EQUAL 1,eI'+1>LQ S. - FLORIDA BUILDING. CODE (Hi h Velocity Hurricane Zone �1 7 T Q201ILTECO,INC.(ENGINEERING) ©2017EASTERN METALSUPPLY, INC. ' . Noqq �.s BERTHA HVTm 67 1, I L ECO ,N c. A.S.S.A. Accordion Shutter System V.BLADE It W/OR W/O H.V.WINDOW BLADE&.H.V.BLADE TICCIT TESTING & ENGINEERING COMPANY American SI1Utt6f:SySt®rF1$ REV.Ho DESCR1PnON DATE DRAWN BY: LC: �qp t4A 6355 NX 36th.SL,8 .3 .VIRGINIA GARDENS;FLOMD4..3316 Association, Inc, I OLD 15-079 07/26/,17 DATE 07/26/17 Is Pho • �-^• r , )871-1530.Fax:(305)871-1531 4268 West Roads'Drive 2, b0.5 (305a-mail:ONao®aol.com West Palm Beach, FL 33407 3 DRAWING:NO Ee-0006719Phone: (800)432-2204 . Fax: (561)209-8380 4 7-1�2 - WALTER A 71WT Jr.P.E P.E.SEAL/SIGNATURE/DATE FLORIDA Lt.8 44167 s' SHEET 6 9 OF 28 SEE END WAIL CONNECTION DETe!LS ON SHEETS 11 .& 20 OUT 90.- �N ��EXISTING GLASS INSTALLATION n HV BLADE - - -- - ��®�©+O�®�10 +O� WZ HD CENTERMATES. 10+15 ©+� 1©•Q« SEE_END WALL CONNECTION DETAILS ON SHEETS ll-&-2T— EXISTING & 20—I 6 .0.QaR©+ 7O•.� Exlsnrac class O O O OZ O OR 9O 00 O ----------- S 2'x2',1/8'x0'-2• (6063-T6 ALLOY)ALUM. I 1/2 35* * 35 .ANGLE W/(2) 1/4'0 (OPTIONAL) 4 (OPTIONAL). TAPCON ANCHORS TO MIN. SEPARATION , concRE E(TOP'/ 1011 o c x 3/4'S.M.S. O tz' TO GLASS (4) H.V. I &(a)814xi/z's.Ms.I I (SEE SCHEDULE PINS (TYP.) N {4) H.V, TO TUBE AT`EACH ON SHEET 12' ANGLE.(TYP) 5 '4 5 e'. 6 1/2' PINS (TYP.) 4.5 I - 5 -- 1 2' Oo+ 20 31 OR L 33 31 OR 32 31 OR 32 31 OR 32 35 35 HDA—HVA 4 * HDB—HVB (DPnaN q HDC—HVC (OPTIONAL) .OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL. HD CENTERMATES W LOCK INTERIOR Wf (g! 'LOCK (EXTERIOR) QaP aP 6 +�aP®eR10 +®aP' •®CPQ+®aP®.�°" * SEE NOTES ON LOCKING RODS®-& HID3®LOCKS ON SHEET 5, ** UNIVERSAL FLOATING BLADE(5)DETAIL HDD—HVD IS VALID FOR ALL CENTERMATES APPLICATIONS-WITH BLADE-1Q 3 O ,;,�.••�•,,,, HDD—HVD** FLORIDA BUILDING CODE High Velocity Hurricane Zone' ... Ii © 17EASTERN METAL SUPPLY, INC. 20 j,C MS ®1017 TILTECO,INC.(ENGINEERING) BERTHA HVTm *; Nox X167 `$ C/► A S' S■�■ Accordion Shutter System a E C �,N ■ ■ .V.BLADE 11 W/OR W/O H.V.WINDOW BLADE&KV.BLADE� rA TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE .DRAWN BY:.. L.C. z Association, Inc. 1 OLD'15-075 07/26/17 DATE: 07/26/17 6355 N.W 36M SL,.s..305 MWNIA WDFNS,FLORIDA 3316 0� 4268 West Roads Drive 2 'y (305)971-1530 F :(305)871-1531 PhO� West Palm Beoch, FL 33407 DRAWING No. 3 ' AL t1,( EB 0006719, Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102' G 1 WALTER A.TILLR Jr.P.E. P.E. SEAL%$(dgfiUREE FLORIDA Uc.#44167 6 ISH F 28 POURED CONCRETE CONCRETE RETE +-----' - �-POURED CONCRETE p ?�OR CONCRETE OR CONCRETE POURED CONCRETE OR I ;% `�% CONCRETE BLOCK WALL UIRED BLOCK WALL REQUIRED - �„_ CONCRETE BLOCK WALL 1 i i�` BLOCK WALL REQUIRED -"`-'"— — !f REQUIRED .' —EXISTING i EXISTING GLASS O ! EXIST NG CLASS / :.� MIN.,' EXISTING GtA45. D — -5 _ +S ONCRE® 6 D.C.( !,. EXISTING GLS ��/� / // MIN.3EPPRATION / � � ) M1�! jt / �/ TO�'(SEE J ASN.SE'PAPA71ON r - MIN.SEPARATION l f+` 2 MINT, MIN:SEPARATION / /, SCHEDULE ON SHEET I TO GLASS(SEE 4' `' TO 111".0-ASS(SEE A i / TO OLASS(SEE l 12 FOR BLADE DAlD / SaOXR.E'ON SHEET / I /" SCIEUULE ON SHEET 2 FOR EO EO ON SHEET 28 FOR ( t ,' SCHEDULE CN SHEET 1/1 6"z3" MAX. BLADES & //� /' 12 FOR BLADE DAND / / 12 FOR&ADE QAND ON SHEET 25 FOR ION SKEET 25 FOR ON SHEET 28 FOR2 FOR (6063-76)CONT. � � f� \+ Sf9�.r�&® 1/� !BLADES Q&Qf (LOCATE AT � BLAG6©& IF PLATE. (LOCATE 1/2" EITHER SIDE i AT EITHER SIDE MIN t OF 4J} j f OF®) *USE 1'OR 2"MAX. 1 1/2"MIN: 1 1 -___ j— (AS APPUC.LE;x2-xl/9 t EfflsI #10x1/2'.S.M.S. 1 i 1 �� ALUMINUM CLIP ANGLE - #10xt/2'"S.M.S _____ i ® 16 O.C. I _�_—_ (6063-T6 ALLOY)AT MIDHEIGHT j e 16`D.C. 4 (1)#10x1/2"S.M.S. TO®& N. .4 (2)1/4'0 TAPCONS ANCHORS TO j WALL AT I-O.G. (LOCATE AT SEE DETAIL X FO ) QR S k EITHER SIDE OF 4@) 1 OR 5- SIDE CONNECTION 1 OR ®� I SEE OETAIL X FOR���/// OR S TO TRACKS 7 .SEE DETAIL X FO �a .SIpE CONNECTION , (a-9-(©>0-08- 0-@� SIDE CONNECTION ©01� ll• 7U ® .1D � 8,G748�aip•�3°" TO TRACKS ms• 7a8 o•®a^ j i0•I@5 i@-@-(/9� TO TRACKS. 10•,,1C��S e'CTj•Y 11p.0.g �ax©'`!'J'"'©.1�oe 10 p 15-�t(�•�e.4�.©u i_6�`.�.�aQ't'✓-�^` _ 6•5.:1•Q"� L:/ �°`- - ._ _ 70.tea ©.o• ao•�.�� - �,. ;ar�. a® aa .�ar�. aQ. � fip 6 Q 9R � -010 (i ) O � ©�o`@°� END CONNECTION DETAIL END CONNECTION DETAIL 1�. END CONNECTION DETAIL a END CONNECTION DETAIL,�}3 POURED.CONCRETE OR EXISTING (4 J-+� CONCRETE BLOCK WALL GLOSS G EXISTING GIASS REQUIRED ` •F REQUIRED ONLY FOR$PAN$GREATER 2 / r ___—_ _ _ ___ -_ -- -1 .•! *" MIN.SEPARATION #1Qk1'/2's.4.. To IXSS Y TO GLASS(SEE ARAMON / ® 16 OTC. SCHEDULE ONSHEET �' a -----_`� ---- 6 OR®OR�OR SC1HEOLU ON SHIN R ! �. 12 FOR DAN 01 A"$J r- �-'; 12 FOR BADE iQ AND CONCRETE ,r 1/2'MIN. R SHEET ON SHEET 28 FOR i ANCHOR® (D& 4 ^__ 1 7 OR 1 3 OF OR BLADES p Q 12'o.c. ��,/;' kR . i --_--- - I CONCRETE ANCHOR / j - ( ; O.C. 1/2"MIN. Jf`- . ------ ^_— EQ _.f 2"_MIN. - S' ORaOR OR 15EELIMTTATIONS OF USE FOR: �. . 2"MIN.:' i�/� � i/j2-MIN. /" BLADEto ONSHEET 28 VOR13ON8OR(fVIEWS1 PLAN i DETAIL X I.OR POURED CONCRETE OR Ny-� ®'7O°" .0•'1L3>a (6� ��yy END 'INSTALLATION CONCRETE BLACK WALL t0 d °`Q•4 " : a "' O'�°RlJ'�-�� REQUIRED. �B}:a,�.� ..�s•1� 1 HV BLADE OR 44 HV WINDOW 13LADE INTO �� •�,�• ® CONCRETE OR CONCRETE BLOCK—WALL. END CONNECTION .DETAIL 5 © �wV � �OE�x.'(rZNECTION DETAIL FLORIDA BUILDING CODE High Velocity Nurricane Zane tt L 02017 TLTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. 4 : c� sF. �+ — BERTHA HV7m o. 441 11. E C O0 , ■ ■ ■�■ Accordion Shutter System LV.e(noE 11 w/OR w/o N.V.anNoow`eto�)E&ev.etpnE 12 American Shutter Systems REII.No DESCRIPnDN DATE DRAWN BY: L.C. G TILLIT TESTING & ENGINEERING COMPANY t AssoClotlon,, Inc. 1 QLo 15-079 D7l2s/17 oA1E 07/26/17 6355 N.W:369i,se.se 3t16,NRC,1tiLti GnRotrs.noRmA 33t 4268 West Roads Drive .Z _ liz tR Phone:(3057871-1530.Fax:(305)87.1-1531 West Palm Beach, FL 33407 y DRAWING No '+y, to a E:81to..0..1.— " yiJ'�i!/7py At rr ,•tt EB-000670 Phone: (800)432-2204. Fax: (561)209-8380 A -- 17-102 WALTER A TILIIT Ir.P.E. Pi.'�SEAr,G5IGNATURf'DATE FLORIDA L+o.61OF.�tf167 6 SHEET B 11 OF 28 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 SCHEDULE #4 ',, " * PRTWO M SHUTTER * MAXIMUM SHUTTER SPAN*"L+'" *NOTES. ♦ SEPARATION TO:GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN L+"°-OR L-" (ft.) MAXIMUM.SHUTTER (1) L+: MAXIMUM ALLOWABLE SPAN FOR - - -- - L+' OR L-" R L-' ft. INSTALLATIONS A GIVEN POSITIVE A.S.O.DESIGN FOR INSTALLATIONS W L SPAN "L+" OR "L-" ( ) (1)SEE BELOW FOR MINIMUM-SEPARATION TO I ',ft.) TALLATIONS W S M T L CF PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN CENTERMATES:® & @ or or W ONE (ft.) FOR INSTA LATIO L-:MAX.ALLOWABLE SPAN FOR h GIVEN/ THE FIRST 30'-0"ELEVATION OF BUILDING HV L CK or or 26 or HD W 0 Q &)W/ ONE HV LOCKS NEGATIVE A-S.D. DESIGN PRESSURE RATINGMEASURED AT BOTTOM OF SHUTTER. ® 21 & 22 W/ ORW/ NO LOCKING LOCK W/ NQ�O�KING RODS 35. R R T S 2 .22 0 E0 25 R 26 LOCKS ODS. (2)PROCEDURE TO DETERMINE MAXIMUM CENTERMATES 2�c 29 W/ ONE HV HV LOC SPAN FOR WALL MOUNTINGS OR (2)MINIMUM SEPARATION TO GLASS FOR SHUTTERS 0 LOCK 30 W/ TWO LOCKING OCK 24 0 25 OR. 26 W/ N5 TOP/BOTTOM W/DN FLOOR/CEILING: INSTALLED ABOVE 30-0" ELEVATION OF BULGING, MEASURED AT BOTTOM OF SHUTTER IS . IN� & CONCRETE&W OD CONCRETE GIVEN A POSITIVE A.S.D. DESIGN MAJa.U. CONCRETE&WOOD INSTALLATIONS O uawuu N NST TONS O OUWuGh R 2ASf�%'� EE u�xluuu INSTALLATIONS PRESSURE RATING, DETERMINE MAXIMUM AS.D=GN As.U.OM= N AS.D.DE9GN SPAN "L+' FROM SCHEDULE. PR65UR"c PRE65VRE WALL MOUNTINGS 5 PRESSURE FLOOR/CEIUNG NOURTING RAMNG FLOOR/CENNG RALNG RAnr1c RATWO GIVEN,A:NEGATIVE A.S.D. DESIG PRESSURE MINIMUM SEPARATION TO GLASS SCHEDULE: T'pop)) WALL MOUNTING' MOUNTING L(oe.JI OR-) FLOOR/CEIU G MOUNTINGS (i J) FLOOR/CEIUNG MOUNTING t(P.0.]+OR ) 08 BOOR AIL MOUNTING RATING, DETERMINE MAXIMUM SPAN 'L-' SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS L+ (R) L-{R) I+ (fl) L-(R) L+ (fl) L-(R) L+ (ft) L-(ft) L+ (fl) L-(R) FROM SCHEDULE. 30 13'-2' 16'-0° 13'-2 I6'-0" 30 12'-3' 14'-9' 30 13'-1" 16'-0" 30 13'-2' 16'-0" FINAL MAXIMUM ALLOWABLE SPAN IS SHUTTER INSTALLATION W/ INSTALLATION W/ 35 12'-8" 14'-10' 12'-8' 14'-10' 35 11'-9" 13'-8" 35 12'-7' 15'-7" 35 '12'-8" 14'-f0" EQUAL TO THE,MINIMUM DETERMINED SPAN SPAN SYMMETRICAL OPPOSING 40 12'-3' I3'-10' 12'-3" 13'-10" 40 11'-4' 12'-9' 40 12'-2" 15"-2' 40 12'-3' '13'-10" BETWEEN 'L+"AND "L-". CENTERMATES CENTERMATES 45 11'-11' 13'-1" 11'-11" 13'-1" 45 11'-1' 12'-0" 45 11'-9" 14'-3' 45 11' 11" 13'-1" 705" 3 3 e's 4' (3) PROCEDURE TO DETERMINE MAXIMUM OR LESS / 50 11'-7" 12'-5" 11'-7' 12'-5" 50 10'-9� 11'-5' 50 11'-6" 13'-7" 50 11'-7" 12'-5" SPAN FOR COMBINATIONS IN BETWEEN 55 11'-4' 11'-10' 11'-4" 11'-10" S5 10'-6' 10'-11" 55 17'-3' 12'-11" 55 11'-2' 1'1'-10" WALL W/FLOOR/CEIUNG MOUNTINGS: >105"TO MAX. 3 7/8"s 4' ALLOWED 60 11'-1" 11'-4" 11'-0' 11'-4' 60 10'-3" 10'-5" 60 11'-0" 12'-4" 60 10'-2" 10'-11' FOR A GIVEN POSITIVE A.S.O. DESIGN s-USE 2 1/2"FOR HD LOCK 3©i�iJ OR 4+®, 65 10'-10" 10'-10' 10'-7" 10'-10" 65 10'-0" 10'=O' 65 10'-9" 11'-11" 65 9'-5" 10'-1' PRESSURE RATING: USE INDICATED VALUES FOR HV C�Fjj�7ffERMA 5. 70 10'-6' 10-6" 10'-2" 10:-6" 70 9'-8" 9'-8" 70 10'-7" 11'-5' 70 W-9" 9-4" DETERMINE: 5 10'-1" 10'-1" 9'-10' 10'-1' 75 9`-4" - .9'-4" 75 10'-4' 11'-1' 75 _ - 8,_9, INSTALLATIONS. MAX. SPAN FOR WALL MOUNTING 7 _ Lit= -MINIMUM SEPARATION TO GLASS SCHEDULE: 80 9'-10" 9'-9" 9'-7- W-10" BO ,9'-0" 9'-080' 10'-0" 10'-9' Lz+= MAX. SPAN FOR FLOOR/CEILING SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR 85 9'-6" 9'-6" 9'=3" 9'-6"_ 85 8`-9" 8'-9" 85 9'-9' 10'-5 MOUNTING INSTALLATIONS. WITH ONLY TWO LOCKS 90 9'-3' 9'-3" 9'-0" 9'-3' 90 8'-6" 8'-6' 90 9"-5" 10'-1' FOR A GIVEN NEGATIVE A.S.D.DESIGN INSTALLATION W/ INSTALLATION W/ SHUTTER 95 9'-Q' 8'-9" e'-9' 9°-0' 95 8"-3" 8'-3" 95 9'-2" W-10" PRESSURE RATING: SPAN SYMMETRICAL OPPOSING loo 8'-9" 8'-4" 8'-6" 8'-9' 100 W-1" B"-1" 100 9'-0" 9'-7" DETERMINE, CENTERMATES CENTERMATES LI­ MAX. SPAN FOR WALL MOUNTING 105' 8'-7" 7'-11' 8'-4' 8'-4" 105 7'-11° 7'-11' 105, 8'-9" 9'-4" INSTALLATIONS. 105" 2 3/4" 170 8'-4" 7'-7- 8'-2' T-11" 710 T-8" 7-7" 110 8'-7" .9"-2' Ler= MAK.SPAN FOR FLOOR/CEIUNG OR LESS 1151 8'-2" 7'-3' 8'-0" 7'-7' 115 7'-6" 7'-3.' 115. 6'=4" 8'-11' MOUNTING INSTALLATIONS. >105"TO MAX. 3 1/4" 120 8'-0" 6'-11" 7'=10' 7-4' 120 7'-4" 6'-11' 120, 8=2" 8'-9" FINAL MAXIMUM ALLOWABLE SPAN IS ALLOWED 125 7'-10" 5'-8" 7'-8' 7'-0" 125 7'-3" .6'-8' 125 8'-0" 8'-5" EQUAL TO THE MINIMUM BETWEEN "L1+", ** USE 2 15/16' FOR HV'7" LOCK©0 5V/ "Lx+", 'LI-"AND"L4-" *': USE 4 1 130 7--8" 6'-5" 7'-6" 6'-9 130 7'-1" 6'-5' 130 7'-10' 8'-1" /8" FOR HV H LOCK©0 MAATT 135 7'-7" 6'-2" 7'-4" 6'-6' 135 6'-11" 6'-2" 135 7'-9" 7'-9" (4)GO TO ANCHOR SCHEDULE WITH FINAL USE INDICATED VALUES FOR HV CENT MATES; 140 7'-5" 5-.11' 7'-3' 6'-3' 140 V-10" 5'-11" 140. T-7" 7'-6' MAXIMUM ALLOWABLE SPAN AND NEGATIVE INSTALLATION LEGEND 145 T-3' 5'-9' T-1' 6'-0' 145 i5-8" 5'-9" 145 T-5"' T-3" A.S.D.DESIGN PRESSURE RATING T0. DETERMINE MAXIMUM ANCHOR SPACING. 150 7'-2" 5'-7' 7'-0' 5'-10" 750 '6'-7" 5'-7" 150, 7'-4" 7'-0" CONCRETE&?JANsoRY WOOD 155 7'-0' 5"-5' 6'-10" 5'-8" 155 6':-6" 5-5 155- T-2" W-9" 160 6'-11' 5'-2' 6'-9" 5'-6' 160 6-5" 5'-2' 1w 7'-1" 6'-7" WALL A, B, C, D, E, M, N. 0, P. 0, R 165 6'-10' S'-1' 6'-8" 5'-4" 165 6'-3" 5-1" 165 7'-0' 6'-4' MOUNTING F,.K & L. S&V. 170 6'-9' 4'-11" 6'-7' 5'-2' 170 5'-0 4'-11' 170. 6'-11' 6'-2" MAXIMUM SHUTTER SPAN "!+'OR "L.-"FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 FLOOR/CEILING 175 6'-7" 4'=9' 6'-5' 5'-0' 175 6'-1" 4'-9' 175' 6'-9" 6'-0" G, H. I, 11 & J. T, U, W& X. 100 6'-6' 4'-8' 6'-4" 4'=10' 180 5-O" 4'-8' 180 6'-8" S'-10'' PSI.A.S.D. DESIGN PRESSURE RATING MOUNTING 185 6'-5' 4'-6 6'-3 4'-9' 185 5 1 t' 4'-6" 185 6-1. 5'-8' t H.V. CORNER CENTERMATE#3 MAY BE 1\� 190 6'-4" 4'-5 C-2 4'-7" 190 5-10' 4-5' 196 6=6" 5-6" USED AT ALL MOUNTING INSTALLATIONS:LOCKING l J �"�v BLADE 795 6"-3" 4'-3" 6'-1' 4'-6" 195 -5-9" 4-3' 195, 61-5" 5'-5' SPECIFICATIONS SHALL BE.AS INDICATED ON `J 200 6'-2' 4'-2" 6'-0" 4'-5" 200, 5'-9" 4"-2 200 61-4" 5'-3" MANDATORY CONDITION #2 NOTE#5. SHEET 5. 205 6'-0" 4'-I" 6'-0" -4'-3` 205 5'-8' ``4' %// /ice zos 6`-3" s'-1' FLORIDA BUILDING CODE(High Velocity Hurricane Zane) Q2017 IILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL.SUPPLY, INC. o��s� 4.9 A S BERTHA HVT y j�j '_ 1 L E C O �N�. , ■ Accordion Shutter System �� Y.BLADE#1 W/OR W/O H.V.WINDOW BLADE&H.V.BLADE %i 1 ll� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REVNa DMCFJP710H DATE DRAWN By. L.C. 6355 N^361h SL,51e.Jas VIRGN[A GARO0J5,lLORIM 3,316 Association,. Ind. I OLD 15-079 07/46/17 DATE: 07/28/17 1, 4268 West Roads Drive 2 Phone:(305)871-1530 F :.(305)871-1531 a mail Iliac'0­1 a= West Palm Beach. FL 33407 3 DRAWING No 11�yJA1 alii"1 !Lj EB 0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 r 4 � WALTER A TILUT Jr.P.E. P. '9C./,SIGNATUkE/DATE FLORIDA Uc.®44167 5 SHEET 6 12 OF'28 , . ..I1/ •:� :. . .:: '..�• u• .11 . tl' , .: ..•:il• X7: .:1•• 00000=01030®'=©' mm' mm'oommm®mm®[ ®' ©'om' ®m'®'M-m 'om'mm�m�mmmmm��� m�mnovo0mmvvovo0mmonvvoaom0vomvommmvuvn®m000000m 101110M ®mmoonnnmmmonnnnmmmonnnnmmmnnnns�mmmnnnnnnnnnnnno mmmvoovocommonnvommmoonmv®mmonosaommmoavmononnnomo mmmnnn®ommmnnnnommmon000mimmonnvo®mmoonoo0nonnnm© .. mmmonnon®mmnnnnn®mmnnnooaommnnnvemmmonnnonnno'o0om . . m�mnnn®®mmmnnnv®mmmonnAo®m�mn®moo®mmo®®oonnnn®mn® ; ® mon®oommminnn®ommmnnnn®a� mnn©oommmon®vonnnnno©o ®mmonnao®mmnnnn®®mmonnnommmonoommmmon®mononoo®®v ®�m DD©v0 m®m0OADO m®m0O v®mmmov000 m®m�®oononnno®� ®mmmnn©ooa•mmonm®mmmmnoonommn®omram®mom®omoomomma®v mmmnmvoommmononommmonovommmme000®mmnm000noonm©®e ®mmo®®mo®mmaoo®mmmmonnnommmvomem®mmmomomnonoo©o0 ®mmo©poem®monvvo®mm©000v®®mo�o�emmmm® on®o®ao .- , mmmm®moommmnmo®m®mmon®os�mm000Amm®mm©vovonom©©©mm ' ®mmv0000mmmn®vvommmv®000®®®0oovom®®vaoovno®v©same ®mmnvomo®mmnvvoommmonomoamm©sa0000mmnmom00000m®omoa „ ®mmn®mvommmn®000mmmnnvoommsa000em®m®oveoonnm®®OOO mm®©oaov0 mmmm©ovo mmmnn000 mmoa00000 mmo®ooasao oo©®®®osa ®mo®©000a®mmnnovommmnnomo®m0000eomm®oovoonn®sa©000a ®moommoo®mm00000mmmsaoomo�ovvoomomn©ovmmonm©ommmo ®mom0000mmmo>wsaeaoommmeovoo�mmem000®mnoommmnoo®a000 ®mm000mo®mmvoasaoommm®0000mm000000mmoe�a000nn®®®mom ��mov0000mmovovoommm00000��0000vo��0000vonn®®0000 moommov®mmmmoaoommm000m®�m000mv®mmmm0000noo©moss ®maommmmasmmm®ovmmmmomomov®mmmmmmnmaovoomom®®©mmo om000000mm000000®m000avo�movooaomoovonnonn®o®000 omm00000mmmmovosammmomvoou�nem®omommvo®oommo®mmomo 0momm000®mv000®o®mmoa000n©om00000sammom0000m©oamoo moom000ao mmosa®000a®momv®omoa000000m®oov000n®©o©000 ®®samomo®mmmmmoom®moov000mnovovoAme•®oo®vonn©o®eoo �m0o00oo0oom0000v®®omo0ovvovavoomoovmoa181 _ o o®00000nom© mo , o momomomomommmomv®m000mmomommvmmmmoommmmoom©ommmm � • • � Moov000v0000voovom0000v000®ovv000vv0000voom®m000sa m000000000000000®000mosa0000mmmoonov000vonmoa®memo • • mmoosaosao mmsavovmo m0000vvo mo 0oommm momsavomm oo®®mmmm Q2017 TILTECO,INC.(FNGINEWING)z•` 17 EASTERN METPI SUPPLY, INC. • v 1 Accordion 1II�, stem 1 , - ; WALTER A.TILUT Jr.,P.F hone: 800 432-22048 FLORDA U..#44167 oil • MAXIMUM ANCHOR* SPACING (in J SCHEDULE FOR A GIVEN MAY. .SHUTTER SPAN. A.S.D. #SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATNE LOAD AND A CORRESPONDING MOUNRNG TYPE FDR CONCRETE I149ALIATbN3 (SEE MOUNTINGS F G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE_ - - ---. (A) TO EXISTING POURED CONCRETE(Min, Fc-3,ksi) UAXIMUM @WALL SILL MOUNTING ©CEILING MOUNTING O.FLOOR MOUNTING -'1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUIWEX. (Min.f'.= 3 ksi) Syph ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,.BOLT&SPECIALTY COMPANY. (Min.f'c 3 ksi) (N) A.S.D.DESIGN NEGATIVE LOAD Psf A.S.D.DESIGN NEGATIVE LOAD Psf) A.S.D.DESIGN NEGATIVE LOAD(PsfTAPCON WITH ADVANCED - 1/4'0`BLU E TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. (Min.Pe= 2.ksi) 30 140160 175 190 120 760 205 30 40160 75 '90 720 160 205 30 40 60 75 90 T20 760 20.5 THREADFORM TECHNOLOGY - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 12 10 9 8 8 6' 5.5 14 12 10 9,. 8 8 6 6 14. 12' 10 9 B 8 6 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0' - 14 12 10 .9 B 8 6 6 ALL POINTS SOLID SET (Min.Fc- 3'ksi) R 14 12 10 9 B B 6 6 14 12 10 9 8 8 6 6 14 12 10 8 8 8. 6 5 BLUE TAP W/CAP NOTES: 14 72 70 9 B e 6 7. 14 12 10 9 8 8 6. 6 14 12 10 1 9 e B 6 1 6 TAPPER- A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 1 12 10 1 9 0 7 5,5 3.5 14 12 10 9 8 8 6 6 14 '12 10 9 8 8 6 15 1 3/4',AND FOR.BLUE TAP W/CAP ANCHORS 15 1' 1/2% 4'-0' 14 ji2 110 1 9 6 8.. 6 4 14 12 t0 9 8 8 6 4.5 1a 12 10 1 9 8 6 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL HE 7/e'INTO.THE POURED CONCRETE,NO EMBEDMENT t4 12 10 9 e 8 6 4.5 14 12 10 9 8. 8 6 5.5 1a 12 70 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.5 5,5 35 - 14 12 10 9 8' 8 6. 5 la 72 10 9 8 7 5.5 4 •SEE uM,i,[AnaNS 2.FT1R EXIST.AND 1'MINIMUM FOR;WALLS WITH NO STUCCO. _ _ BLME tv,/ON SHEET YB 5'-0' - - - 14 12 10 9 B B ES 45 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14' 12 10 9 B 7 4 - 14 12 10 9 1 8 6.5 5 13.5 14 12 10 8 5.5 5 3.5 3- ANCHORS SHALL BE LONG,ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 7.5 4.5 - 14 12 10 9 8 8 6: 4.5 14 12 10 9 8 6 4.5 .75 NOTES A1)&A2)ABOVE FOR INSTALLATIONS-ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 75 6.5 4.5 - - 14 12 10 9 8 75 5.5: 4 14 12 10 9 8 5 4.5 3:5 INSTALLATION INTO EIFS WITH METAL STUDS SEE'SHEET 2BA. 6'-0' - - - - - - - - - - - - - - - - 14 '12 10 9 8 6.5 5'' 3.5 14 12 f0 9 7.5 5.5 3 - 14 12 10 8:5 7 5.5 4 S 14 12 8 6.5 5.5 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 74 12 10 9 8 6 - - 14 12 10 9. 8 6.5 5 .75 14 12 10 8.5 8 5 4 - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. 14 12 8_.6.5 5.5 J - - 14 12 10 9 8 6.5 4.5 3.5 14 12 10 8 7 '5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOUR-SLT ANCHORS,AS DISTRIBUTED BY ALL POINTS'SCREW,BOLT&SPECIALTY COMPANY. - - - - - - - - - - - 14 12 10 9 7.5'5.5 4 3- - 1/4'0 BLUE TAP CONCRETE ANCHORS W/`CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 6.5 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5.5 4.5 3.5 - - - 1/4'9 TAPFER+ANCHORS.AS'MANUFACTURED BY POWERS.FASTENERS,INC.,AND DISTRIBUTED BY ALL.POINTS.SCREW, BOLT&SPECIALTY 14 12 10 8.5 7 4 - 14 12 10 9 75 5.5 4 - 14 12 9 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. 14 11 7 5.5 45 - 14 12' 10- 9 7.5 5:5 4 - 14 12 9 7 6 4.5 '3 - - - - '14 12 10' 8 6.5.-5 3.5- - - NOTES: 14 '12 es 7 5.5 3 - - 14 12. 8 6.5 5.5 4 3. - 25 95 6 5 4 3 - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS.AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 95 7.5 6 is 12 9.5 8 6.5 5 14 12 8 6 6.5 4 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS'1'. 13 9.5 6.5 5 - - - - 12 10 8 - 5 - - 14 12 8 6.5 5 4 - - B.2 MINIMUM EMBEDMENT OF 1/4-0 x 3/4-ALL POINTS SOLID-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO B'_0' 4 - - 4 - - - - - - - . - - 11 8 85 7 3.5 4 - - )EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11'5 7.5 6 4 - - - 14 11 7 5.5 5 J.5 - - 11 8 SS 4.5 35 - - - EXIST;AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 B 6,5 4.5 - 14 12 8.5 7 5.5 4 14 10.5 7 5.5 6 4.5 - 7.5 8.5 5.5 - - - - tt 12 9 7 6 4.5 - - u n 7 SS as 3.5 - - B.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1D-0" a 10.5 7 5 3.5 - - 13 95 65 .5 A 3 - 10 75 5 4 3 4 _ _ ANCHORS SHALL BE LONG ENOUGH.TO REACH THE MAIN'STRUCNRE BEHIND SAID,WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1)&B.2)ABOVE FOR.INSTALLATIONS ON VINYL SIDINGOR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 5.5 - - - - 14 11.5 9 6 .5 4. - - 2.5 9.5 6 5, 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEEP 280. OS 8 5 14 12. 8 6.5 5.5 4 13 10 6.5 5 4 3 - - - _- - - - - - - - - - t4 10.5 7 5.5 4.5 3.5 - - (C) ANCHORS SHALL BE,INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2,5 9.5 5 12 9 6 4.5 4 3 If 7 45.3.5 3 14 10 7 - - - - - 14 10.5 7'.5.5 4.5 - - - 1.5 85 55 4.5 3.75 - - - (D)' SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - 14 11.5 7.5 6 5 12 9 6 45 4 12•_0• - - - - - - - - - - - - - - - - 13 10 65 5 4 - - - D• DISTANCEVERSUS SPACINGSCHEDULE FOR ANCHORS, 7.5 8.5'.4.5 - - - - - 11 B 5.5' 4 3.5 - - - 8 6 4 3' - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE 3.5 95 6 13 9,5 6.5" 5 4. - 0.5 e 5 4 ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - 14 10.5 7 5.5 4,5 - 11 8.5, 55 45 3.5 - _ REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0' 0.5 8 - - - - 10 7.5 5 '4 '3 - - - 7.5'SS 4 S - - - - ACiIJ� TAPCON FACTOR„ 45 4 125&5 - - 12 -'9 6 4.5 14 - - - 9.5 7 5 4 - - - - EDGE 1v/urv/wI�- TECH ALL POINT SOLID SEF BLUE TAP W/CAP TAPPER + 13 9.5 6.5 5 - - 10.5 7.5 5 4 - - - HV BLADE .OR. DICTANCE MIN.SPACING MIN.SPACING - - - - - - 71 8.5 5.5 45 - - - - E.D. 3' 4' MIN.SPACING=3 1/2' MIN.SPACING-3' 3 3/4' 4' TO 7.5 - - - - - - 9 7 4.5 3.5 - - 7 5 35. 3 - - - - 1 HV BLADE W I'OUtfD SIE CONCEIE Bf= POURED CONCRETE& PO11.5 8 - - - - - - 11 B 5.5 4.5 - - 9 6.5 45 - - - - - H WINDOW MN EA=31/Y MRE.0.=21/2' C DrE CK CONB30CK 'MN.E0,=3 1/2• MIL ED.=2 1/Y 7.5 - - - - - - - 12 9 6 - - - 9.5 7 45 - - - - - - - - - - - Os 'e 5 - - - - - BLADE WORKING z i/z• 0.9 o0.78 1_D 0.B54 o- - 8,5 6.6 4 - - - ESS 5 3 - _ _ IN UNISON 10 - 10.5 8' 5. - 85 6 4 - - - - 2' 0.71 - 0.51 - - 11.5 8.5 5.5' _ - - 9 6.5 45' - - - - - 1 3/4' 0.91'_ _ _ 0.43 ' _ _ - - - - _ 8 6 4 _ - _ 10 7.5 56 4.5 3 _ - - - _ 1 1/2' - - - - ...035- - 9.5 7 s - - - - - e s 4 - - - - m� FLORIDA BUILDING CODE High. Velocity Hurricane Zone L\71•\�T` /,. Q2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY', INC. �� s , ✓ � BERTHA HVTM ° ¢y _ IL E GO �N�. A.S.S. . Accordion Shutter System ,V.BLADE p W/OR W/0 KV.WINDOW BADE k H.V.BLADE# TILLIT TESTING & ENGINEERING COMPANY American Shufter Systems REV.NO DESCRIPTION DATE..OBAWH 8Y: L.C. Association, Inc. t OLD 15-079 07 26 17 DATE: 07 26 17 / \ 6355 N.W 361h,-ESL,Ste 305,MCNIA GAROOK,ROMOA 3376 Pho (305je71 1530 Fo (305)871-1531 4268 West Roads Drive. 2 / / �,A e7mo1 tlt 0®el.cam West Palm Beach, FL 33407 3 DRAWING No - `O'►+tC-c �NEB 0006719 Phone: (800)432-2204 . Fax: (561)209-8380 WALTER 4 r R'A,TiLUT Jr.P.E. P.E..Sbd:�5L6WAitHiE/DATE FLORIDA Lf..d 441675 SHEET 6 .14 OF 28 MAXIMUM ANCHORS CPA IN (iri SCHFD IIF FOR A (IVFN MAX. cul I7TFR SPAN e c n DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPEFOR CONCRETE INST I IATIONS (SEE MOUNTINGS I.J.K 6:L ON SHEET 7) POURED CONCRETE - I wAix OVER g n TRENCH ANCHORS SPACING LEGEND uAxaOM QJ RAiNGUARD MOUNTING QK WALL/FLOOR.MOUNTING ©WALL/WALK.OVER MOUNTING SIV! ,1S.0:DESIGN NEGATNE.LOAD (Psf) A.S.D.DESIGN NEGATIVE LOAD(psf). AS.D.DESIGN NEGATIVE LOAD(psf) TAPCON WITH ADVANCED (K) (psf) A.&D.IIESTGN NECAtrvE LOAD THREADFORM TECHNOLOGY 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 11 112 70 9 IS 18 16 16 12 112 12 112 112 01.518.516.5 7 7 17 17 17 17, 17 15.5 5 15 5.15 15 15 15 15 ALL POINTS SOLID-SET R LE$LESS 14 112 10 9 1 B 1 8 16 16 12 12 12 112 112 12 19.5 7 7 7 1 7 1 7 1 7 1 7 1 7 1 7 5 1 5 15 15 15 15 1 5 1 5 BLUE'TAP 14 112 10 9 1 8 B 1 6 1 6 12 12 12 112 110.5 8 1 6 4.5 7 7 1 7 1 7 1 7 1 7 1 7 16.5 5 1 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 B 6 6 12 12 12 12 12 10' 7.5' 6 7 7 7 '7 7 7 7 7 5 5 5 5 5 5- 5 5 14 12 10 98 B IS 6 12 12 12 112 01.5 85 6.5 5 7 7 1 7 1 7 1 7 1 7 1 5 1 S 1 5 1 5 1 5 1 5 4 4,-0• 14 12 10 9 8 B 6' 6 12 12 12 12 12 95 7 5.5 7 7 7 7 J 7 7 7 5 '5 S 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 95 8 6 4.5 3.5 7 7_+7 7 .7 7 fi.5' S S 5 S' S 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 8 12 12 1211 9 7' 5 4 7 7 7 7 7 15.5- 4 13 5 5 5 5 5 5- '4 3 14 12 10 9 g 8 6 8 12 12 12 12 10 75 5.5 4 7 '7 7 7 7 17 77 5 5 14 12 10 9 8 8 6 6 12 12 9.5 75' 6 45.15 - 7 7 7 7 7 7 5 1.5 5 -5 5 5 5 S. 5 4 14 12 10 9 8 8 6 6 12 12 12 95' 8 6 4.5 - J 1 7 7 7 7 1 7 55 1 4 5 5 5 5 5 5- 5 4 LiCIFICATONS EE ANCHOR 14 12 10 9 '8 B 6 6 12 12 1.5 9 7.5 5.5 4 ] 7' 7 7 7 7 4.5 3:5 - 5 5 5' 5 5 4.5 3:5 - L4- 12 10 9 8 8 s 6 72 12 t2 10 B 8. 4.5 3.5. 7 7 7 7 7 7 '7 7 5 5 5 5 5 5 5 5 SHEET 1:4 14 72 10 9 8 8 6 6 12 12 B 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14' 12 10 9 8 B 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 e 4.5 - -5-17- 5' S 5 5' 4.5 - t4 12 10 9 8 8 6 6 12 12 10 8.. 6.5 5 3.5 - 7 7 7 6:5 5.5 4 5 5 S 5 5 a 3 12 10 9. B 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 'S 5 5 /4 72 70 9 8 8 6 6 12 10 6.5 5 4.5 3 '7 7 7 7 6.5 5 3 'S 'S 5 5 5 5 3.5 3 14 72 f0 9 8 B 6 6 12 12 8.5 7 5.5 4. - - 7 .7 7 '7 7 5 - - 5 5 5 5 5 5 4 - O'VALID ONLY FOR UP TO +70,. -75 u I2 10 s B B s - 12 12 8.5 7 5.5 4. 3 - 7 7 7 &5 45 3 - - 5 s s 5 4.5 3.5 - - .PSF-AS.D. DESIGN PRESSURE 14 12 10 -9 8 B fi - 12 12. Os 75. 6 4.5 3.5 - 7 7 7 7 7 '7 7 4 5 .5 5 5 5 5 5 5. RATING &.FOR SPANS PER 14 12 10 9 .8 B 6 - 12 9 s ss 4 1 - - '7 7 7 7 5.5 4 - - s s s 'S 5 4 3 .SCHEDULE .84, SHEET 12 14 12 10 9 8 8 6 - 12 11 7.5 5 5 .75 - 7 7 7 7.5 6 4.5 - 5 5 'S 5 5. 4.5 - 77 14 12 10 9 e B - 12 15 7.5 6 5 1.5 7 7 6.5 5 4 5 5 5 5 4 3 14 12 70 9 8 B - - 12 12, 9.5 6.5 5.5 4 3 - 7 7 7 14 112 110 1 9 8 8 - - 0.5 B 5 4 3.5 7 7 7 6 5 3.5 - 5 5' S 5 'S 4 3 14 12 10 9 8 8 12 10 6.5 5 4.5 - 7 1 7 1 7 6.5 5.5 1- 'S 1 5 1.5 1 5 5 1 4 14 112 10 1 9 B B 12 0.5 7 5.5 4.5 3S - 7 7 5.5 4.5 3.5 - 5 5 5 4.5 3.5 - 10•-0" 14 12 10 9 8 8 - - 12 11 85 6 5 3.5 - - 7 7 7 7 7 7 4.5 - 5 5' S 5 5 5 5 4.5 14 12 10 '8 .8 B - 95 7 4.5 3.5 3 7 7 7 5.5 4.5 - 5 -5. 5 5 41 3.5 - 14 12 10 9 B 8 12. 9 6 5 4 7 7 7 6 5 S 5 5 43 S 14 12 10 '9 8 8 12 19.5 1 6' S 1 4 3 7 7 5 4 3 5 5 'S 4 3.5 - 11,-0"14 12 10 9 ;8 8 - - 12 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 '7 3.5 - 5 5 5 55 5 5- 4 N\/ 14 12 10 .9 8 B - - 11 8 4 3:5 3 - - - 7 7 8 . . - - - 5 5 5 5 4 3 - - 1 1 1 BLADE ONLY 14 12 10 9 B B - - 11 8 55' 4 - - - - 7 7 7 5.5 a.5 � - - 5 5 5 5 4:5 - - - 14 12 10 9 8 - - - 15&5 5.5 4.5 3.5 - 7 7' 4.5 3.5 - 5 5 45 3.5 3 12,-0" 14 12. 10 9 B - - - 12 9.5 6.5 5 a 3 - - 7 7 7 .7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 8 6 4 3 7..7 A5 4.5 3.5 - 5 5 5 45 4 3. 14 12 10 '9 1 8 1 1 10 7.5 5 4 7 7 '6 1 5. 5 5� 5 5' 4 14 12 10 9 B DS H 6 4 3.5- - 7 6.5 4.5 3S 5 5 45 35 3 14 12 10 9 8 - - IS 8.5 6 4.5 3.5 3 - - 7 7 7 7 '.7 4.5 - - 5 5 5 5: S 5. 45 3.5 14 72 10 9 8 - 7 5.5 3.5 3 7 7 5 4 3 5 5 5 4 3 14 '12 10 9 B - - - 9 7 4.5- 75 - - - - 7 7 5.5 4.5 - _ - 5 5 5 4.5; 4 - - - 14 12 10 9 10 7.5' S 4 3 _ - - 7 6 4 3 - - - 5 5 4 1 - - - 14'-0` 14 12 10 '9 - - - - 05 B 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 1412 f0 9 - &5 5 3 7 7 5 3:5 - 5 5 5 .4 1441-2 10 9 - - - - &5 6.5 4. - - _ - 7 7 S 4 - - _ 5 5 5 4 - - - - 14 12..10 - - - 9 7 4.5,3S 1 - - - .7 5.5 3.5 - - - - - 5 5 35 3 _ - - - 15,-0" 14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 S. 5 5 4 3 74 12 10 - '6 4.5 3' 7 7 4S 3 5 5 45 3.5- - 14 72 10 .8 6 4 7 I 5 _ _ _ _ 5 5 5" 4 _ _ _ f4 12 70 - &5 4 7 5.5 3'.5 - 5 5 35 16-0"74 12 10 - - - - 9.5 7 4.5 7 7 7 J 61' - 5 5 5 5 'S 4.5'3.5 _ 14 12 10 6 4:5 .1- - 7 6.5 4 5. 5 '4 3.5 - - -- ---- -- - 14: 12 10 - - - - - 7.5 &5 :7s 5 45- - - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ®2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY,INC: \a .`'•' �l SE- BERTHA HVTM IL E C .S■S■A. Accordion Shutter System \ N.BLADE$I W/OR W/O H.V.WINDOW BLADE k'H.V.BLADE# TICCIT TESTING &.ENGINEERING COMPANY American ShuHer Systems steREV.Ne DESCRIPTION DATE DRAWN BY: L.C. \\ 6355..NX 36th.St St.305.VIRGINIA GARDENS,iLOWOA 3316 Association, Inc. I OLD 15-079 07/26/17 DATE, ''07/26/17 Phon (305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 7 �IT'�• `Q ���\ -mao:t'lt-6-I.- West Palm Reach, FL 33407 3 DRAWING No � p EB-0006719 Phcne: (800)432-2204. Fax: (561)209-838D 4 17-102 WALTER A T1 Ur Jr.P.E. RPfDATE. 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BERTH1 —— — AmS,SAE Accordion Shutter System .1 1• � 1� •1 •1 �� • American Shutter Systems ®--® Ph.ne (305)871-1530.F.,:(305)871-1531 You-West Rouds , MAXIMUM ANCHOR' SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING ANDA CORRESPONDING MOUNTING TYPE - - - - (SEE MOUNTINGS ON SHEETS 18 & 19) �EE3 L-J B !E3 T F=;;i� SOUTHERN PINE No. 2 W/ MIN. G=0:55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2 MIN.. COX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPANCEILING MOUNT T CEILING MOUNT T CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FL (ft) WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS' M, N, 0 & R M, N, 0 & R M, N, 0 & R FLOOR MOUNTINGS _.... W & X W & X W & X P & Q A.S.D.NEGATIVE DESIGN LOAD(Psf ASO.NEGATIVE DESIGN LOAD(psf S.D.-NEGATIVE DESIGN LOAD(psi k.SD.NEGATIVE DESIGN LOAD(ps,A.S.D.NEGATIVE DESIGN LOAD(psf S.D.NEGATIVE DESIGN LOAD(pw S.O.NEGATIVE DESIGN LOAD(pet 30 40 60 75 SO 105 30 40 60 75 90 1051,30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30' 40 60 75 90 105 30 40 60 75 90 105 -0 OR LESS 12 110 10 9 8 8 6. 6 1 6 1 6 16 5 12110 1 101 9 8 18 6 16 1 6 6 5 14 12 10 10 9 .8 8 6 16 1 6 14.514 13 6 1 5 1 4 1 4 4 1 3- 4'-0" 12 110 10 9 8 8 6 6 .6 5 14.5 4 12110.1 101 9 8 18 6 16 5.5 4.5 3.513 12 10 10 9 8 8 6. 16 14.513.513 2.5 6 5 4 4 4 3 5'-0" 12 TO 10 9 8 8 6 6 5 4 3.5 3 12 70 TO 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 '2 6 5 4 4 4 3 6'-0" 12 110 10 9 8 6.5 6 6 4.51 3.5 3 2.5 12110 101 9 8 14.5 6 15.5 3.5 3 2.51 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - T-O" 12 10 TO 9 6.5 4 fi 5.5 4 3 2:5 2 12 10 10 9 4.5 3 6 5 3 2.5 "2 - 12 10 '10 7 3 - 6' 4 2.5.M546- 5 4 4 _ --0" 12 10 107:5 4.5 3 6 5 -3 2:5 2 "2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2, 6 5' 4 - - - 9'-0" 12 10 10 5 3.5 - 6. 4.5 3 2 2 - 12 90 8.5 4 - - 5 3.5 2:5 2 - - 12 10 4 2.5 - - 4 3 2 6. 5. 3.5 - - - 10'-0" 12 10 7.5 4 - - 5. 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - 12 10 3 - - - 3.5 2;5 - 5 - - - - 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5. - 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 70 3 - - - 3.5 2.5. - - - - 12 10 - - - - 3 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2:5 - - - - 12 7 - - - - 25 2 - 4 - - - - 14'-0" 12 70 - - - - 4 3 - - - - 12 7 - - - - 3 2 - - - - 12 5 - - - - 25 2: - 3 - - - - 18'-0" 12 - - - - - 3.5 - - - - - 12 - - - - - 3 - - - - - 1.5 - - - - - 16'-0" 12 - - - - - 3 - - - - - 12 - - - - - 2.5 - - - - 11 - - - - - 2 - - - - - - f NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 1/410 TAPCON WITH ADVANCED PENETRATION FORM TECHNOLOGY ANCHORS,AS MANUFACTURED"BY I.T.W.BUILDER 1 1 J I"{v BLADE O.R (1� �H V BLADE W W/MINIMUM THREADED PENETRATION AS INDICATED'.AT EACH SECTION.ON SHEETS jg.&19.E%CEPTION- \ H SEE NOTE 2 BELOW. H V WINDOW BLADE WORKING N UNISON 2.ANCHORS TO HOLIER CEILING SHALT.BE AS PER MOUNTING TYPE U.SHEEP 19'AND SHALL CONSIST OF LAG SCREWS AS,PER N.D.S.2015 SPECIFICATIONS. 3.SUBSTRATE"SHALL CONSIST OF THE FOLLOWING: ♦ -SOUTHERN PINE No.2 W/G (N.D.S) SEE LIMITATIONS OF USE OF BLADE CA ON SHEET 28 -DOUGVS FIR W/G=0.501.(N:O.S.)D:S:) -SPRUCE PINE FIR NORTH W/G=0.43(N.D.S.) -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) _ - 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE. ANc1 oR'S MANUFACTURER. Dai+++e+>+,// FLORIDA BUILDING CODE High Velocity Hurricane Zone F'Q 91 1AP -95q . ....... ({�+7. ®2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. �+vE>�s�, A�S�S�A� BERTHA HVTM .4416 IL ECO ,Nt Accordion Shutter System ` V.B #1 W/OR W/O RV.WINDOW BLADE&N.V.BLADE 12 1 r . DRAWN BY: Np[ TICCIT TESTING& ENGINEERING COMPANY American Shutter System. W N" DESCRIPTION DATE IC. - S •��' ne 6335 N.W.]fi1R SL,fila 305.NRCINIA GARDENS.FLORIDA'J716 Association Inc. I OLD 15-BJ9 07/26/17 DATE .07/26/17 �jqL�� PN-:(305)871-1630 F (30.5)871-1531 4268 West Roads Drive 2 >S V�e Edteco®aol.com West Palm Beoch,.FL 33407 DRAWING No ���•��• 1fi EB-0006719 3 WALTER A.TILUT.Jr.P.E. Phase: (800}432-2204., Fax: (561)209-8380 4 7-�D2 .ATOR/DATE FLORIDA Uc.>p 44167 5 'SHEET fi 16 OF 28 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 SHEET '19) J (__ J B � T FR A T E +.NOTES ON ANCHORS REQUIREMENTS• WOOD SUBSTRATES SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 W MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4'0 TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX MAXIMUM DOUGLAS FIR W/ W/ MIN. G=0.43 W MIN. G=0.36 W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18& 19. SPAN MIN. G=0.50 EXCEPTION:SEE NOTE 2 BELOW. (ft) B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS '.2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF $ & V SacV S & V LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 3:SUBSTRATE SHALL CONSIST OF THE FOLLOWING- A.S.D NEGATIVE DESIGN.LOAD(psfA.S.D.NEGATIVE DESIGN LOAD(psf A.S.D.NEGATIVE DESIGN LOAD(psf T6-1-......._.....__. -SOUTHERN PINE No. 2 W/G=0.55(N.D.S) 4.0 60 75 90 05 30 40 60175 90 105 30 40, 60` 75 90 105 -DOUGLAS FIR W/c=9.50(N.O.S.) 3'-0'OR LESS 12 12 12 12 12 12 12 12' 12 12 12 12 12 12 12 12 12 12 -SPRUCE PINE FIR NORTH W/G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/G=0:36 (N.D.S;) 4'-0'- 12 12 12 12 12 12 12 12 12,112.112 12 92 12 12 12 12 12 -MIN. 1/2'COX PLYWOOD(1986 APA) 5-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 10 4:ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 9.5 8- ANCHOR'S MANUFACTURER. 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 B. 12. 12 12 1.2 12 12 12 12 12 12 0.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 10: 12 1.2 12 19 9 8 12 12 9.5 7.5 6:5. 6 10'-0 12. 12 112 112 p 1.5 9.5 12 12 12 10 8 7 12 1 12 8.5 7 6 5.5 11"-0" 12 12 12 112 110 8.5 12 12 11.5 9 7.5 6.5 12 12 8 6 5 5 12'-0" 12 12 12 1..5 9.5 8 12 12 0.5 8' 7 6 12 11 .7 6 5 4.5 13'-0" 12 12 12 10. 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5j7.5 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0' 12 12 11 9 5 12 1,2 8 '6.5 5.5. 3.5 1.5 8.5 6 4.5 4 312 12 10. 8.5 4 1.5 12 8 6 4.5 3 11 B. 5.5 4 3 - HY BLADE ONLY C[1 FLORIDA BUILDING, CODE Hiqh Velocity Hurricane Zone) Ittt "W ," ©2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. ,a,. ►� . GENSFv:'� BERTHA HVTIA /rIDEC01INC. A,S .S.A, Accordion Shutter System V.BLADE 11 W/OR 11/0 H.V.WINDOW BLADE&H.V.BLADE 12 Z. ; TILLIT TESTING & ENGINEERING COMPANY American ShuHer:Systems. PEV.No DESCRIPTION DATE DRAWN BY: L.C. ' 0i)` • 6755 N.W.]6U.St,51e.305,YiRD011A GNOENS,FLOiZOA J31 Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 S /• AA\ Phone:(305)871-1530.Fax:(305)871-1537 4268 West Roods Drive 2 _'��•'•.• 77R)��,.•'•� IAA a-mai:6iteoeoeel.com West Polm Beach, FL 33407 3 DRAWING No S '� 1• EB-0006719: - Phone: (800)432-2204 . Fox: (561)209-8380 • WALTER A TILUT Jr.P.E. 4 �717-102L I, TUR/DATE FLORIDA U.#-44167 5 SHEET 6 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV—&-- HV♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105,0 sf. A.S.D. PESIGN PRESSURE RATING SEE SHEET 28 FOR MAX SPAN & —1P /4o rAPcaN WITH ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON V '1 THREADFORM TECHNOLOGY 11/4'0 TAPCON WITH ADVANCED W/ 1 1/2'Min..PENETRATION 4 THREADFORM TECHNOLOGY OF THREADED AREA TO i/ EXISTING.WOOD HEADER. Y//'1`1/2"Min.PENETRATION I I I ,(DOR ,'t I OF THREADED AREA TO (SEE SCHEDULE ON SHEET 16) 1 ABN.SEPARA17ON EXISTING WOOD HEADER. TO GLASS(SEE (SEE.SCHEDULE ON SHEET 16) I YJ1�AE ON �OR 12 FOR HADE(1)AVD I I 'kr rl, /• i - 18 1'Nin; 1/4'P-20x3/4"S.S.MACHINE SCREWS EXISTING I GN SHEEr FGR I I I i 17 OR E w/ 1/4'-20 NUTS 0 12'D.C. GLASS---4X01�.1� I I 1 OR 15 I� WALL 1 rF \ L�J FINISH I ` 3 WALL f 1 I FlNISM cu'i•a' it I y I,t" ,t: ::i��OPRONAL \ a ..ir� WALL .�I I �� OR \ EXISTING MIN. (( ""�' FlNISH x '� 2"4"WOOD I 1 OR®� I EXISTING MIN. I �! O 4 HEADER REQUIRED I' 6 2"x4"WOOD 1 1/4'0 TAPCON WITH ADVANCED EXISTING MN.SEPARATIgJ I G r HEADER RECUIRED I I �,� } 1`t} {L{ 1.,:. THREADFORM TECHNOLOGY GlA'S--( 1O QASS(StE III (e MIN.SEPARATION I I ) G 'i i} �:I tY/ 1 1/2"Min.PENETRATION t 2"x4'CONT.SILL 'S 1 t l OF THREADED AREA SCIEDULE ON SHEET 7 70 CLASS PLATE REa'D. p`—12 FOR RADE(71Na0 EXISTING B' ��`� MIDWIDTH D WOOD PLATE �' I (SEE SCHEDULE I Li- } L ! �,'. 1 91Ffj;�B®GR CLASS---g GN SHEET 12) I y �, (SEE SCHEDULE ON SHEET lfi) OMHV WALL HEADER INSTALLATION OOHY WALL SILL INSTALLATION HV WALL HEADER INSTALLATION ON 0 I ' MIN.SEPARATIONFXII I I I I MIN.SEPARATION TO GLASS GLASS—➢ MIN.SEPARATION I To'GLASS ' I 7r (SEE SCHEDULE TO GLASS I ) EXISTING (SEE.SCHEDULE L EXISi1NG 8 ON SHEET 12) 2'x4"CONT. (SEE SCHEDULE I GLASS ON SHEET 12) >< GAS WOOD PLATE ON SHEET 72) : ' I M, 9 RED'0. 1 1/4'0-20x3/4"S S 1 MACHINE x3/4'S.S. 'a _ MACHINE SCREWS W/ I 1 MACHINE SCREWS I \ i' USING 1/4'-20 NUTS 1/4'-20 NUTS®WALL FINISH I I II iII�1� R@ 8 1�1 ) OR).B OR 15 y ` \ 2"x4'CONT. ' t 1L ` �" \ i E i oR 1 19000 PLATE I I-E I I"MiELL RED n 40 TAPCON WITH ADVANCED i y ` / ,1 i' J t `1 4'0 TAPCON WITH ADVANCED 1 THREADFORM TECHNOLOGY N I/4"0 TAPCON WITH ADVANCED j ffJJ �1; Sl / W/1/2'Min.PENETRATION OF 1.'11 ,,4!, - THREADFORM TECHNOLOGY 1i1.1 I Ctl 1, THREADFORM TECHNOLOGY THREADED AREA INTO P.LriY000. i j�t i;V / /2 Min..PENETRATION Of 1-SEE SHEET 4 FOR TYPICAL I 2"x4'.CONT. `r`` W/9 1/2 Min. PENETRATION ' `y 1 ,I THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. SILL PLATE OF THREADED AREA (SEE SCHEDULE ON SHEET 16) 1}1 �I REO'D. "::j TALL MIDWIDTH OF WOOD PLATE. "-I ;I (SEE SCHEDULE ON SHEET 16) 2-MOUNTING SECTIONS CAN BE ' { I y EXISTING MIN. 2'x4'STUDS COMBINED IN ANY WAY TO i ` ,I1 FINISH (SEE SCHEDULE ON SHEET 16) V 1/2'MIN.COX PLYWOOD REO'D., ®16'D.C.MAX.REQ'D.— SUIT ANY INSTALLATION. PLYWOOD'.TO BE ATTACHED TO 1/2"'L11N„COX WALL FlNISH EXISTING MIN.2'x4'STUDS 0 16'O.C.MAX.REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REO'D. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322.OF THE F.B.C. SEE UMRA710NS OF USE OF YRTH SECTION 2322 OF THE F.B.C. SEE um r ON SHEET® _ HV WALL SILL INSTALLATION IA N/..'" -W WALL SILL INSTALLATION FLORIDA BUILDING CODE(High Velocity Hurricane Zone) a AL ®2017 TILTECO,INC.(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. ..po`' 't *I: BERTHA HVA Accordion Shutter Sy stem8,44167 ILECOA S S■ V:BLADE 11 W/OR W/0 H.V.WINDOW BLADE&ILV.'BLADE, American Shutter Systems RIEVAO DESCRIPTION DATE DRAWN BY. LC.. .. �� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-079 07/26/17 DATE: 07/26/17 6355 N.W.36th SL,SI..305,VIRGINIA GMDiMS,FLORIDA 33W D+• '�. Phone:(305)871-1530.Fax 1(305)871-1531 4268 West Roads Drive 2 '• 4t a-mea:6Recoom:wm West Polm Beach, FL 334073 DRAWING No $1ttf7Ablsl ttttES-0006719 Phone, (800)432-2204 . Fax:(561)209-8380 .4 17-102 WALTER A TILL1T Jr.P.E. P.E.S�.'14!/Sl6t7ATtlf(�/DATE FLORIDA L1c.$44167 5 SHEET 6 t8 OF 28 .INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 9 HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL -BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE RATING SEE SHEET 28 FOR MAX SPAN & WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE n & (16 WORKING IN UNISON I� 1/4"0 TAPCON WITH \� ADVANCED YHREADFORM EQ .EQ. 2"LAIN. '\ TECHNOLOGY W/ 1 1/2"Nin. 4"z8"(W.)EXISTING r- DGE(IF APPLICABLE) I PENETRATION OF THREADED WOOD BEAM REQUIRED. AREA TO EXISTING WOOD STRUCTURAL ADEQUACY i .1 •I 1 % - HEADER. F EXISTING WOOD BEAM 1/4'0=20x3/4"S.S.STO BE CERTIFIED BY — EXISTING'WOOD ! (SEE SCHEDULE ON SHEET'17) PHILLIPS TRUSS HEAD `r 7 1"Nin. NINE SCREWS REGISTERED ENGINEER OR EO EO r--- TRUSSES OR •\ 18. -EQ 1/4"-20 NUTS ARCHITECT PRIOR TO 1/2" 1/2" RAFTER® 24" 1•' / ® 12"O.C. SHUTTER INSTALLATION. - O.C.REQUIRED 1 111 j / 1/4"0 TAPCON WITH I i 1 1 OR 1 ADVANCED THREADFORM — - EXISTING SOFFIT •�i ! TECHNOLOGY W/1 1/2"Min. / '�' I /• s,;� 250" PENETRATION OF THREADED 3/4'-Max,THK. / ��I/•I ry <I I I Mex. AREA RA EXISTING W000 BEA EQ Q 814x3/4' `-ED E11 1"x4"x1/8"CONT.ALUM.TUBE j I ` I ppTlpwl I (SEE SCHEDULE ON SHEET I6) S.M.S. (6063-T6 ALLOY) W/ w_:--=:• I I o 6"D.C. i 11 or 13 or 15 EACH RAFTER STREWS TO L��O1 or 13 or 15 I LOCATE uc scREws AT I LEXISTING MIN 2"x4" I 1 I '" MEMBER,MIDWIDTH OF EXISTING WOOD EXISNNO-9 HEADER REQ•D MIN.SEPARATION I OPEN HOLE AT EACH— W/2"MIa•PENETRATION OF Min.NOMINAL WIDTH) GLASS pl 1 EXISTING THREADED AREA.VALID.FOR C (SEE SCHEDULE ONGLASSHEET 12) l 9/lfi o LAG SCREW GLASS) I AT CENTER OF TUBE. INSTALLATIONS WITH LO is I D _ MAX.AMAX. DESIGN LOAD AND . I uo (SEE I I N1l�5FP7PAMN n INSTALLATIONS S ONLY I VALID -I Sdf➢tAE a 9iEf I To anss(SEE Q HV WALL HEADER INSTALLATION a a� I EXISTING — To""`s I I FOR WOOD w/MIN.SPECIFIC GRAVITY OF 0.50 AS DOUGLAS I a7LFsQ&�MET I 1 OR GLASS_..I a's I I 1 OR 1�� OFIR OR R EQUAL PINE No.2, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, L� 2-MOUNTING SECTIONS CAN IBE NSTALLATION.COMBINED IN ANY WAY TO SUIT ANY IN (DTHCEILING INSTALLATION �U HV CEILING INSTALLATION I @ MIN.SEPARATION i / I fro�(� I 1 I 1 OR ®� I MIN. SEPARATION I I TD GLYSS I ^ I EXISTING 11E9I71E 1 0. -I(SEE GLASS DOLE I E ISTIN (SEE SCHEDULE ON SHEET 12) i I GLASS\ I a, Qa I ON SHEET 12) I 1 1 \`ll I I I 1 I I I I I I ALTERNAT I 8 I I I � I I ANCHOR III EXISTING WALL I p FIN SH I j j LOCATION 3/6'.uIN. GLAss-1 I I j I 2"x6 MIN.WOOD I��I 7 1/4' O B10z3/4"HEX.. DECK REQUIRED 1.--J / 19 Max. 6 + 7 3/9 N. WASHER MEAD off u ( ( SCREWS 0 12" .c (NO FINISH ALLOWED) j 2"x6"MIN.,WOOD. ;1/4�-Oi-2 RDECK REQUIRED(NO _ EDGE LI DECK ® FlNISH ALLOWED) IF APPLICABLE EO E 0x3/4"5.5. EDGE OF DECK 1 4"0 F.H.TAPCON WITH 1/4"d TAPCON Y/ITH 7' PHIS TRUSS HEAD IF APPLICABLE / ADVANCED Y W/1F1/M Min. MACHINE 2 NU EDGE - l ADVANCED 7HREADFORM TECHNOLOGY W/1 1%2'Min. W/1/4"-20 NUTS Y NIH• 2 MIN, OF TECHNgAGY W/1. 1/2"Mfn. DECK IF '�I'� I PE lI TION OP THREADED 2"x4"CONT. PENETRATION OF THREADED 12"O.C. APPLICABLE 2"MIN,--1 AREA.0 MIDWIDTH OF WOOD SILL PLATE AREA0 MIDWIDTH OF WOOD 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE„ REQ•0, W/1 1/z"I.lin.PENETRATION OF THREADED INTO WOOD (SEE SCHEDULE ON SHEET 16) j (SEE SCHEDULE ON SHEET 17) DECK. (SEE SCHEDULE ON SHEET 16) - F LIQO0OF 28 X� V WALK—OVER—INSTALLATION BDN6OUSE �V HV WALL SILL INSTALLATION �,, WO HV FLOOR INSTALLATION — r C� FLORIDA BUILDING CODE(High Velocity Hurricane Zone %A 4D2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. CBERTHA HVTm 140.44116T *' /171 E'C O N�. S Accordion Shutter System . i V.BLADE 11 W/OR W/0 HN.WINDOW BLADE k H.V.BLADE �� TILLIT TESTING & ENGINEERING COMPANY AmeHcan .Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. P.r• ,�" W55 N.W.360,.SL,Ste..305,SSRGOA GARDENS,FLORIDA 1716 Association, Inc. 1 OLD 15-079 07/26/17 DATE; 07/26/17 ......,Vi1�:',•,�',S� Phone:(305)871-1530.Faz (305)871-1531 4268 West Roads Drive 2 (1 t•\1V moa:tt .Gaaledm West Palm Beach, FL.33407 3 DRAWING No ,1�s'I���I t•,.,1` ,1 ` EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 17-102 WALTER A TILUT Jr,P.E. 4 P.E.SEAL/S(GIv Wf /DATE FLORIDA Uc.8 44167 5 SHEET 6 19 OF 28' END INSTALLATIONS n HV & � HV* BLADES INTO 2"x4" MIN. WOOD STUDS. 2".4'MIN. WOOD STUDS. 1/4-0 TAPCON WITH 7W AS APPLICABLE) CEO THREADFORM 2.4'MIN.WOOD 2.4'MIN. TECHNOLOGY ITN BUILDEX —STUDS REQ'D. WOOD STUDS. ANCHORS 0 G'D.C. 2.4'MIN.WOOD (AS APPLICABLE) 'IN:THREADED STUDS REO'D. INTO STUDS OR FINISH P. ALL EXISTING G W/MIN.IZ2'THREADED PENETRATION To 1/2"CDXST. AA.1 +t FINISH j, PLYWOOD IF NO STUDS Ela EXISTING GLASS j j ///---EXISTING GLASS EXISTING GLASS E ED\ 1/2-Mw.Cox 1/2-MIN.COX MIN.SEPARATION TO GLASS(SFE - T I - I MIN.SEPARATION PL X 11E. G\ SCHEYI ON SHEET PLYWOOD. TO MASS(SEE To CLASS(SET UN.SEPARATION 12 FOR BLADE(DA'® 1/2-MIN. SCHI3XJ-E ON 94EET PLYWOOD.Cox Z, TO GI/ES(sar C SCHEDULE ON SCH�E ON s-EET 1/2' (6 3-T6 CONT. FTISH 1�2-MIN.COX: Q FOR RADE 12 FOR BLADE90% ALUM.CLOSER PLYWOOD.: ON SHEET 28 FOR WALL I ON SFEEr 28 FOR -FW -- 1/2-MIN. PLATE.(LOCATE 1/2' "(D& BLADES (13 wom a)& AT EITHER SIDE MIN FINISH or& \-#10.1/2 S.M.S. 111= - OI6 D.C. jiO.1/2."S.U.S. Z 016 D.C. Y� V 4 4 SEE DETAIL X 10 1 ♦OR I OR DETAIL X'a A SIDE CONI�ECPCN SEE DETAIL X FOR-/TOR TO "'S SEE.OETAL X FOR SIDE CONNECTION TO TRACKS G.(F)-1___777"-@) 10 SIDE COo TRACNNECTION @ TKS @ @ END DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 07 END CONNECTION DETAIL EXISTING 46 REOURED ONLY FOR SPANS 0 EXISTING GLASS 1/4*0 TAPCON WITH 1/4-.TAPCON WITH —GLAM !�ATER gANCED THREID101111 ADVANCE&THR FORM M ..",Day ;Y I �I�M _GE I 1/2'M:N. ANCHORS V �7 M BUILDER 'TECHNOLOGY S 27.4'MI WOOD ANCHORS W1 �/2 YIN. MR SEPARATION STUDS REO'D. �THREAVED PENETRATION THREADED PENETRATIO a S.MS. MeL SEP�AATICN ♦ SEE LIMITATIONS OF USE OF INTO STUD a S 0 12'D.C. NTO STUDS 12'O.C. 010 M GIASS(SEE' BLADE ON SHEET 28 M GLASS(SEE USE SCHEDULE ON SHEET 42"MIN. SOMECLUE ON S-EET 0� 4 2 12 FOR BLADE(DAND A 7.. IC2"FOREEM�DE(RAND ON SHEET 28 FOR aAGEs @ k®' 5 1/2-MIN L (DOR�OR(BOR CR@OR(13 OR 13 MIN. (D�R ORa ;j 4 60 OR 80.11 QI OR QOR@OR(qOR(5 VIEW `WALL FINISH MIN.WOOD W`U / F V:@ LAN 0-0-0-0-6- DETAIL X END CONNECTION DETAIL (j) END►.Q0W",CTION DETAIL @ FLORIDA BUILDING CODE(High Velocity Hurricane Zone) Itl02017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. P'... BERTHA HV7T--- i No,44161 A,,S5,A, Accordion Shutter System . . V.BLADE I I W/OR WIO H.V.MNDOW,BLADE&H.V.BLADE P TICCIT TESTING & ENGINEERING COMPANY PANY American Shutter Systems REV.No DESCRIPTION DATE 'DRAWN BY: L.C. 8355 N. 36M St-Sl 301 VIRCINA GORDENS.FLORIDA 3316 Association, Inc. I OLD 15-079 07/26/17 DATE: 07/26/17 Phone (305)871-1530.Fax:(305)871-1531 4268West Roads Drive 2 a=m 1:tfllecoogol,� West Po,m Beach, FL 33407 DRAWING No -0006719 3 EB Phone: (800),432-2204 . Fax: (561)209-8380 WALTER A.TUJT Jr.P.E. 4 17-102 PlAFURli;OATE FLORIDA L1.111 44167 5 SHEET 6 20 OF 28 T-0 - M 7TT * NOTES ON WD LOCKS AND CENTERMATES_ ureRrl�re,34•LOCATION 1. MANDATORY CONDITION # 1: ONE(5) H.D. LOCK SHALL BE USED FOR a�"Dll 3{'ya�j2}•� ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, �31 OR E( +�AND AT ANY ELEVATION. �4 H.D. LOCK MAY BE USED AS AiT INSIDE ft LOCK, ATTACHED TO 3Q HEAVY DUTY SYMMETRICAL 3a CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS(a ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 0 _ ° 2. MANDATORY CONDITION # 2: LOCATION OF(B H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" p— r ~ MOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER IIS r 4 THAN _105",_34 H.D. LOCK SHALL BE-INSTALLED AT MID HEIGHT OF !I Z SHUTTER. N ALTERNA 34 LOU 3 a /J 2 (L a l ^` NV�E^Np�- - e z i z V z I SEE END CONNECTION O an PF ac , DETAILS 0 SHEET 24 TYP. FULL 09 OR 'W'�°1flp HEIGHT. OR®ors cl D) 1 a /`�/ +�O,�oR +1Rfl 7i!+11'll �I TYPICAL 2) HV BLADE SHUTTER ELEVATION N.T:S. FLORIDA BUILDING CODE (High Veiaol(y Hurcicone Zone) It L 02017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. BERTHAHVTM No',441 '1 1L E C O�,Nc AS■S■A■ Accordion Shutter Systemv.BLADE#1 W/OR 1/0 K WINDOW BLADE&H.V.BLADE American Shutter Systems REY.No DESCRIPTION DATE DRAWN ElYi LC. •_ (�+ylr TILUT TESTING,& ENGINEERING COMPANY Association, Inc. 1 OLD 15-072 07/26/17 DATE: 07/26/17 2 !•�,/ '•w( 6385 H.W.361n.Se.Ste.M.MRGINIA GARDENS,FLORIDA 3314268West Roads Drive s '( Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No _� Y`•" A •� 4� .a-mail:_teteco9adwm West Palm Beach. FL 33407 3 _ FB-ODo6719 Phone: (800)432-2204 . F=.(561)209-8380 { 17-102 WALTER A.Ta-ur Jr.P.E. P.E.9MA IGNATUREfDATE FLORIDA U..1 44167 5 SHEET 6 . 21 OF 28 ' - -- POURED CONCRETE ANCHORS CONCRETE *211/A EDULE ON 1/4'0-20x3/4'S.S. REgUIRED 6) MACHINE SCREWS USING F._._.. 1 4'-20 NUTS O 6`O.C. POURED CONCRETE ANCHORS __ --- .1/4'-20 --"-- -- ( / (SEE SCHEDULE ON SHEET 26) CONCRETE i' REQUIRED EDGE OF 1! •�iO GLASS I 2 ///1 �• Min: I // 'a// '" .SLAB IF �' uiN.SEPARADON I O ~ (SEE SCHEDULE ON E0� EO t 6 r J E�. APPUCABIE TO CUSS i SH£Er�5)EQ�'✓EQ ! J SH.'ET 35) 3 EXISTINGo' GLASS, EXISTING.9 GLSS a AL I; I Tr ; r -".— / ' . EDGE OFEXISTING !F //�' f / EDGE 4F CLASSAPPLICABLE r • ! SLAB IF CABLE NRI. GLAS RGNMINTO CUSSr (SEESCHEDULE ON I !/ /.{:` // - /.' POURED{SEE SH£EL 25) POURED CONCRETE EXISTINGr r HDCONCETENCHORS REQUIRED FLAT HEAD CONCRETE ANCHORS GLASSr - CONCRETER {SEE SCNEbULE ON SHEET 26) (SEE SCHEDULE ON SHEET 26} r HD WALL HEADER INSTALLATION HD CEILING INSTALLATION HO TRENCH INSTALLATION HD WALk—OVER INSTALLATION EXISTINGIM�•��'n�— ' i NW.S�OTI N 2 _/.1 uW,SFPARAl10Ny TO EM I O TO GLASS O GLASS �.-- TO CLASS , , i (SEE S E ET 25)ON ",(SEE SCHEDULE ON • (�.6HEET�26)Ou EXISRNG j SHEET 25) I ,. ; SHEET 25) r CLASS'� , I .'—, EXISTING 10 i it Ii GLASS I ii ALTERNATE HEX HFX ACHOR HAHEX WAS HEROPTIONAL OPTONAIJ. LAOHED 7EK SCREWS TEK SCREWS 6'O.C. I i ,,;/ �' +r r i w 19 O 6'O.C. CONCRETE ANCHORS (SEE SCHEDULE ON 9143/4 11EX HEAD b SHEET 26) lL- 18 TEX SCREWS 1)3.O.C, i. EO EQ OR 1/4b-20'S,S.M.S._- CONCRETE ANCHORS SLAB EDGE IF / / /, 4 /f W/NUT- 3'O.C. (SEE SCHEDULE ON APP -ABLE ' ' .ED/ EO/2' - f/`/ S�$F / A6n SHEET 26} /// '%' APPLICABLE / 1/4'0-20x3/4•.:S.S. PHILLIPS TRUSS HEAD — /"/ r./ ✓ / / MACHU SCREWS /,F r r / , / ' • POURED P NORM ANCHORS / rf // / /rf✓/ EDGE OF CONCRETE C D E DA POURED CONCRETE (SE SCHEDULE ON USING 1/4`-20 {7 REQUIRED NUTS O 6.O.C. _ /J J/ SLAB IF WALL REQ'D. SHEET 26) / / 'i I/ / t /,� APPLICABLE HD FLOOR INSTALLATION POURED EE. HD WALL SILL INSTALLATION �CONCRETE REQUIRED C10 FOR OMBiNATiON OF SECTIO,t_7s: (fo HD RAINGUARD INSTALLATION INSTALLATION DETAILS W/ HV BLADE 1- SEE SHEET 21 FOR TYPICAL SHUTTER SCALE: 3/8"=1"" ASSEMBLY E.D.-EDGE DISTANCE 4 N ANY WAY T'SECTIONS C BE CANY OMBINED (SEE SPECIFICATIONS ON SHEET.26): ,IT�II�A7 �1�+.+sem FLORIDA BUILDING CODE(High Velocity Hurricane Zone 1 ®R-� @2017 EASTERN METAL SUPPLY. INC. ,1 a7Q. •. � ®2017 11LTEC0,INC.{ENGINEERING) ' CEIVS ••`gyp BERTHA HVTM No.4187 A Accordion Shutter System IL ECOINI. "+ 7} :V.BLADE Jt W/OR W/O H.V.WINDOW'BLADE&H.V.BLADE# American Shutter Systems REV.He OESCRI"ON PATE DRAWN BY. LC. TILLIT TESTING& ENGINEERING COMPANY Association, Inc. ( OLD 75-074 07f26/17 DATE 07f26/I7 8355,NYt.351h.S..Sta.70S•tiROtNN Ci,RDSTS.FLORIDA 4268 West Roods Drive rN �r 1 Phone:(305)671-1530.Fax:(305)671-15]1 2 DRAWING No •..•,�,,.i�`•� ,1 West Palm Beach, FI.33407 c-rnoE 0006OOelcdm s t� .•} f1G,.tt EB-DOD6719 Phone: (600)432-2204 Fox: (581)209-838017—i02 �//:5� WALTER'A'DLLR Jr.P.E. 4 P.E SE'dC/Segf6h/DAZE FLORIDA U.1 44157 5 SHEET 6 22 OF 28 SEE END WALL CONNECTION DETAILS ON SHEET 24 IN _EXISTING GLASS INSTALLATION OUT --- n HV BLADE I * SEE NOTES ON LOCKING RODS 3® & HD 3� LOCKS ON SHEET 21 O OR®OR +IOOR I � ®oR®4 O SEE END WALL CONNECTION DETAILS ON SHEET 24 ——————————— EXISTING GLASS ------------- 2•=2•x1/810•-27 .(6063-T6 ALLOY)ALUM. 1/2 35 35 ANGLE w/(2) 1/a•o SAPCON ANCHORS TO MIN. SEPARATION (OPTIONAL) 4 (OPTIONAL) Ipt4 x 3/a's.Ms.® 12' 4 H.V. CONCRETE(TOP/80TTOM) D.C. TO GLASS ` ) &(4Q#14x1/Y:S..01. I (SEE SCHEDULE PINS (TYP.) DE] 33 TUBE,AT.EACN ON SHEET 25) (4) H.V. ANGLE.(TYP) 5 4 5/8'1\ 6 1/2' PINS (TYP.) 4.5 B _-21_—_____—_ 5 1/ 1• z' 1/2• \ HVA—HDA 20 31 OR 32 33 31 OR 32 31 OR 32 35 31 OR 32 4 35* (oPnoNA*i) HVC—HDC g oR®oR© EXISTING GLASS (OPNO� NVB—HDB�OoR _____ _ _ SYMMETRICAL HD CENTERMATES OUT SYMMETRICAL HD CENTERMATES —— ————O ' ®°R� Vd/LOCK (INTERIOR)O +© w/ ` LOCK (EXTERIO� MIN.SCHEDULE SEPARATION TO GLASS IN 5 j ��N I OR®Ofl©�OOR (SEE SCHEDULE ON SHEET 25) �J ' ----- ----------- ----------- _-__ __ ETE• / 3 PNCHORS O ` ^ VARIES 16"O.C. OUT 6 1/2•MAX:SLACK HVE—HDE. _ REO CONCRETE OR HVD—HDD CONCRETE BLOCK WALL 1!!!N////�0��!e��� REOt11RED FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1,11Q��r C���'���= 02017 TILTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. �1 VG BERTHA HV; NO.44167 L E C O �Nc• A.S.S.A■ Accordion Shutter System * ( V:BLADE(1 W/OR W/0 H.V.WINDOW BLADE'&H.V.BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter $ $tem$ REV.No DESCRIPTION DATE DRAWN BY: L.C. `'��4 '•aC%,5� 6355 N.W.36N.SL,SL.305,VIRGIN WDENS,RCWOA 33ie Association, Inc. 1 OID 15-079 07/26/17 DATE: 07/26/17 to Phone:(305)871-1530.Fait:(305)871-1531 4268 We$t Roads Drive 2 • S+ '•�� 111 a-maa:uTTt_oc.I._ West Palm Beach,.FL 33407 3 DRAWING No S/������ WALTER A.�0LLIT18r.P.E Phone:(800)432-2204 . Fox: (561)209-838.0 4 17-109 P.E.SEAL/SIGNATURE/DATE FLORIDA uc.d 44167 5 SHEET e 23 OF 28 POURED CONCRETE �—'-' OR CONCRETE POURED CONCRETE. POURED CONCRETE r, POURED CONCRETE OR jt-,7 �V /' OR CONCRETE �. OR CONCRETE / �. BLOCK WALL REQUIRED BLOCK WALL REQUIRED CONCRETE BLOCK vtALL % % BLOCK WALL REQUIRED :1 /l_^—• �V REQUIRED �,' �' f - �. / / - •i - __�__ EXISTING GLASS / EXISTING GLASS L' '/ f/ /{ j J 1 i f 2'MIN./ EXkSTING CLASS CONCRETEL® 16-OC' j ��EXISTING GLASS a!• ..'/ / �/ — /f j —'j K� J� �T� I i. j Z_T- G 2 M1N..�' -J j ''� / t \k' MIN. SEPARATION /l I! MIN. SEPARATION lilt EO'AlEO i MIN.SEPARATION ` i0 GLASS i)f TO GLASS I IEPARAITON 1/76•x3"MAX, TO GLASS / i (SEE SCHEDULE ' I �• (SEE SCHEDULE TO GLASS (6063-T6}CONT. (SEE SCHEDULE ON SHEET 25) 1/2_'... l ON SHEET 25) I (SEE SCHEDULE ALUM.CLOSER ON SHEET 25) 1 (LOCATE AT ON SHEET 25) PLATE. (LOCATE 1/2' ! I I EITHER SIDE AT EITHERSIDE FAIN OF O} 1/2"MlN. OF®) I •USE'1"OR 2"'MAX. y140/2"S.M. I t I ---'—'� (AS APPLICABLE)x2'x1/8"x0'-2' I - ibx1/2° ® 16"D.C. 1' __.._�_.�•' # ALUMINUM CLIP ANGLE 0 1:6'O.C. 4 / (6063-T6 ALt W)AT MIOHaGHT `j (1) '14x1/2'S.M.s.'To®& / WALL WALL "m TAPCONS ANCHORS TO SEE DETAIL X FOF�/ 2 F AT 1"O.C, (LOCATE AT I 5 + SIDE CONNECTION O EITHER SIDE OF SEE DETAIL% FOR 1 i TO TRACKS I SEE'OETAIL%FO L 4 /�`� SIDE CONNECTION k {�{ ,,,..-...��� SiOE CgNNECTION O ,G'"�+( L t tl k.OR®OR.�+�OR TO TRACKS_ 6 +0OR�H CR�i+Il h;OR +OR�S OR 1+ OR TO TRACKS(05 �+ OR 8 OR@ 0OR 30+ -5)5)OR.@+ i 10+ 15) ` / END CONNECTION DETAIL 40 END CONNECTION DETAIL' END CONNECTION DETAIL 22 END CONNECTION DETAIL a • REQUIRED ONLY FOR SPANS GREATER THAN 12•»0' POURED CONCRETE OR POURED CONCRETE OR /-� CONCRETE BLOCK WALL1-- CONCRETE BLOCK WALL (q, REQUIRED / REQUIRED EXISTING GLASS EXISTING �•:./ '? / ——————— GLASS , /f .j MIN.SEPARATION _ j �OR�OR J TO,GLASS ___ ____I (SEE SCHEDULE - j,. MIN.SEPARATION CONCRETE �1/2"MIN. ON SHEET 25) -- /.� - TO GLASS ANCHOR® (SEE SCHEDULE 12'O.C. CONCRETE / ON.SHEET 25) ��' 5 ANCHOR f ET k 2 a 161 1/2'1/2"MIN. t O.C. _ /`' —_L - t �OR�.R)J1 / .r� _1 2"_MIN. _ `_�� /j ...2j _. ^/ _—_—_ t .,.'!2" MLN. EQ E PLtIN_ VIEW Y � 5 i DETAIL Of END INSTALLATION 4Las8LOR& 70-1 HV BLADE INTO CONCRETE OR 10 . OR({TS)+ 55 + °R�+ CONCRETE BLOCK WALL. _ END' CONNECTION DETAIL50 T TION DETAIL Q FLORIDA BUILDING CODE Nth Velocity Hurricone Zane t�••.•"'`•..••`• 1/ Q2017 TILTECO,INC.(ENGINEERING) -©2017 EASTERN METAL SUPPLY. 1110. %5 — BERTHA HVTM NO.44167A S A Accordion Shutter System 77 IL7rECO �N�. . Y.BtAOE 11'W/OR 1W/4 H.V.WINDOW BLADE&N.Y.BLADE 0 • y• ._•', A�� TLLUT TESTING k ENGINEERING COMPANY ,American Shuster'Systems REW.No DESCRIPTION DATE DRAWN 8Y: L.C. 6355 N.W.36th.St,Stx:305,MROINN GdRDEHS.FLORDA 3316 Associatian, Inc. I OLD 15-078 07/26/t7 DATE: 07/26/17- ..d�„cY" � • '4+ 4268 Wast Roads Drive 2 •. 11T Phone (305)871-1530.Fax:(3°5)871-1531 DRAWING NO �� e 'West Palm Beach. FL 33407 rt —maEc 0oat.aom 3 Ee-00067 006718 Phone: (B00)432-2204•. Fox: (561)209-83804 17"102 ' WALTER A TiLLR Jr.P4 P.E.SFAL/SIGNATURE/OATE FLORIDA UC 1 44,67 .24H IE 28 JIC MAXIMUM SHUTTER SPAN NOTES:. 4' SEPARATION TO GLASS REQUIREMENTS - "L+" OR "L-" (ft.)* (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE MINIMUM SEPARATION TO GLASS FOR SHUTTERS - - INSTALLATIONS W/ SYMMETRICAL A.S.D. DESIGN PRESSURE RATING. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3'. HD I:-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. CEN TES 31 OR�, DESIGN PRESSURE RATING.. W/ ONE HD 4 LO K & NO (2)PROCEDURE'TO DETERMINE MAXIMUM SPAN FOR WALL LOCKING DS 35 4 MOUNTINGS OR FLOOR/CEILING: u IvuuGIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, 'S:0.06181 POURED CONCRETE INSTALLATIONS DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE PRESSURE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, RATING (PyIJ ALL MOUNTING CONDITIONS DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. (+OR-) L r (P.) L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 0 OR LESS 15'-5' 18'-0" MINIMUM DETERMINED SPAN BETWEEN 'L+"AND "L-". 35 14'-10" 18'-0' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 14'-4" 17'-10' COMBINATIONS IN BETWEEN WALL W/FLOOR/CEILING INSTALLATION LEGEND 45 13'-11' 17'-6' MOUNTINGS: SU— POURED CONCRETE 50 13'-6" 17'-0' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: IAOUNTINGS (SHEET 22) 55 13'-3" 16'-10' DETERMINE: 60 12'-11" 16-2 Lt+= MAX. SPAN.FOR WALL MOUNTING INSTALLATIONS. WALL 65 12'-8" 15'-6' L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING :AA & EE INSTALLATIONS. - _ 70 12'-6" 14'-11" _ FLOOR/CEILING BB; CC, DO, 75 12'-3' 14'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING:. "MOUNTING FF & GG 80 12'-0' 14'-0 DETERMINE: Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 85 11'-10' —13-7- L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING 90 11'-6' 13'-2" INSTALLATIONS, 95 11'-3" 12'-10" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 100 10'-6" 12'-6" MINIMUM BETWEEN "l-W. 'L2+", 'Lt-"AND "12-" 105 10'-0" 12'-2" 110 9'-8' 11'-17' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D.'DESIGN PRESSURE 1159'-1" 11'-8" RATING TO.DETERMINE:MAXIMUM ANCHOR SPACING. 120 8'-9" 11'-5" 125 - 11'=2` 130 135 - 10'-9' 140 - 10'-6' 145, - 10'-4' 150 - 10'-2- 155 - 10'-0' 160 - 9'-10" 165 - W-9" 170 - 9'-7' 175 165 - 9'-4- H V B-LADE 185 - 9'-2' 195 - 8'-9" \t tl�1PL!/.���j^�_ FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone). ©2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. No.44167 BERTHA HVTM S S A Accordion Shutter System � .V.BLADE.#1 Wf OR W%0 H.Y.WINDOW BLADE k H.V.BLADE� ��•'F - TILUT TESTING & ENGINEERING COMPANY American Shutter Systems M.N. DESCRIPTION DATE DRAM BY. Lc • ��,1�1 6155 NA 36N.St,St.305,VIRSINA GMDDJS,FLORIN:.3316 AssOCiatiQn, Inc. 1 OLD 15-079 07/26/17 DATE 07/26/17 Ph—-:(305)871-1530.Fax:(30.5)871-1531 4268 West Roads OFive. 2 e-moll:tdtaeooaol:eom West Palm Beach, FL 33407 L2F No EEI-0006719 Phcne: (800)432-2204 . Fax: (561)209-8380 4 02. WALTER A.11LLn 1,:P.E. P.E.SEAL/SIGNATURE/DATE. hORiOA U.®44167 5 s 28 -SPECIFICATIONS ON ANCROR, REQUIREMENTS;..POURED-CONCRETE SUBSTRATE MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN .(A).ANCHORS TO WALL SHALL BE AS FOLLOWS: 114-.TAPOON MAX. SHUTTER SPAN, MAXIMUM A.S.D. DESIGN PRESSURE A.1) TO EXISTING POURED CONCRETE: (Min. ('c - 3192 psi) 5/16'.TAPCON XL RATINGANDA CORRESPONDING—MOUNTING-TYPE - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED By I.T.W. BU"EX- FOR CONCRETE INSTALLATIONS MINIMUM EMBEDMENT INTO.POURED CONCRETE OF TAPCON IS.1 3/4*., A.2) TO EXISTING POURED CONCRETE: (Min. Vc = 2899 psi) POURED CONCRETE - 5/16'4 TAPCON XL ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX MINIMUM•EMBEDMENT INTO POURED CONCRETE OF 5/16'TAPCON XL ANCHORS IS 2 1/4": ,MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) 'MUM S, PAVERS OR ANY VENEER BE FOUND ON THE MAXIMUM A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANEL MAIN STRUCTURE BEHIND SAID (f,) (ft) USE MAXIMUM VALUES BETWEEN POS17VE AND NEGATIVE A.S.D. DESIGN LOADS EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE ;50 To—go --;-90 To 1-20 }120TO 16-0 >160 TO 195 WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL 50 OR LESS' SIDING OR EIFS CONSULT THIS ENGINEER, 6 4 1/2" 3 1/27 - - (8) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 8 ANCHOR'S MANUFACTUREIL -91, rOR ESS12" 8. 6- 4" 3 3/4- (6) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. O --1 10" 6. 4 4" MINIMUM REOqIRED.EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR UP TO ---- 3- EDGE DISTANCE FOR 1/4*0 TAPCON AND 1 7 1/2- 5 1/2" 4" 3 5/6" EDGE DISTANCE FOR 5/16*0 TAPCON,XL. t VALID ONLY FOR UP TD 10'-0"SPAN n2 HV BLADE ONLYit rr . FLORIDA BUfLbjt4C� dilj6t(High Velocity Nwricane ond) .... .... . 02017 IILTECO,INC.(ENGINEERING) 02077 EASTERN METAL SUPPLY. INC. -**\�r �t . jENs,*--..4/ - BERTHA "VT- No 44167 -T q-o ...:\ A.S.S.A Accordion shutter system /TiLE--- 0 0. E#1 W/OR'W/0 K WINDOW BLADE&N.Y.BLADE.(2 American Shutter Systems RE.No DESCRIP710H DATE DRAWN fly.- LC. TILLIT TESTING & ENGINEERING COMPANY A OLD 15-0 07/26/17 Association, Inc. 79 07/26/17 CAM sn5 N.W_3sth.sL,,sf,.305,mRrAm waim,FLORIDA 3316 L2 Ph— (305)677-1630.r..:(,305)671-1531 4288 West Roads Drive — DRAWING No _ West Palm Beach, FL 33407 3 EB-0006719 Phpno: (800)432-2204. Fax: (561)209-8380... 17-102 WALTER A.TILUT J,KE. r P.E.SEAL/SIGRAIURE/DATE ..FLORIDA U.111 44167 5 SHEET 6 28 OF 28 ----------- J 0625" ------------- FZ;� 0625, .0625- 12" c CE EXTERIOR 0 BLADE TOP 0625" EDGE SECTION X KV WINDOW GLADE SCALE: l" = I" .1875' BLADE'S KNUCK�E\ 3'0 OPENING06251- 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW Q.0625" BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC EO INNOVATIVE PLASTIC LEXAN 103 RESIN RAT PORTION.---� (SEE NOTE 'IF" ON SHEET 28), OF BLADE .7500—7�� . R1 - 44 EXTERIOR 1-3750"' G POLYCARBONATE SOURCES FOR HV WINDOW APPLICABLE RESULT TYPICAL PROPERTIES STANDARD MYER S" .Khp� X02,8750 X REFERENCE UT.Iti1N11�i 3t03Lcml IM WSW 5 3/4 SPECIFIC GRAVITY ASTM D792 0.043 lb/in' 0.04.3 lb/in' CENTERS a ON C TENSILE YIELD STRENGTH ASTM0638 9,400 p.s.i. 9,500 ".1. 2 7/8-MIN FLEXURAL STRENGTH AT YIELD ASTM D790 72,500l 500 P.. 13,400 psl . CLEAR t 2 1/4' FLEXURAL MODULUS ASTM D790 340.000 p.s.l. 345,000 p..J. SEPARATION CLEAR BETWEEN BETWEEN 03,7500 IME60 BLADE TABS .0625 03.0000 NOTCHED IZOD ASTM D256 18 FT-Ib/in 17 Fr-ib/i,, OPENINGS —t0625' SE ASTM D2843 47.2 X 64.6%MAX " SECTION Y—Y PATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS .7500SELF IGNITION, ASTM D1929 1040'F 980'F SCALE: ASTM 0155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 P.sl 8840 ps.L EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p;..i. 8880 P's.i. SCALE: 1 1"' 12'MIN,CLEARANCE TOBLADE BOTTOM EWE TYPICAL HV WINDOW BLADE AND SCALE: 3/8"=I" Po A,, ONATE HV WINDOW DETAIL FLORIDA .8 ILDING CODE(High Veiocity Hurricane Zona• ID2017 nLIECO,INC.(ENGINEERING) 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTm f No.44167 Accordion Shutter System -11 ,G/ ON .L A.S.SAIIIII 0.,BNE#I W/OR W/O tiY.'UNDOW BLADE&H.V.BLADE huffer Systems REV.No DESCRIPTION DATE-DRAWN BY: I.C. TILLIT TESTING & ENGINEERING'COMPANY Assoclation, Inc. 4 OLD 15-�079- OWS/17 DATE 07/26/17 sX5 A.W.36IN St,St*.M5,VWVAA CkRMM A�MDA 3316f Phone (JO5)871-1530.Fax:(305)871-1531 Vest Roads Drive 2 DRAWING No fu1.... ... 4268 West PaIrn Beach, FL 334- 3 Phone: (800)432-2204 Fax: (561) 80 —4 —102 A EB-000671909-8 17 WALTER A.MILUT Jr.,P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA U.,#44t67 6 SHET 6 2710W 2. k �j� �v ,�-� 'ERe1 11L(TATIONS AND CONDITIONS OF USE FOR BERTHA w 131 AIDE ACCORDION SEE& J�M WORKING IN 1.MAX.ASA.DESIGN PRESSURE RATING: +I1Q- 110 0.0. tet' �J U g � 2.MAX.SHUTTER SPAN:96'- 3.ALLOWED MOUNTINGS:A 0,G.&H ON SHEETS 6,7:AS WELT.AS MOUNTINGS fi M,0,T,U&W ON SHEETS 16& 19. ONLY CENTERMATES IN XE WITH ;E'(55)MUST BD IN A EIN��ON Y AT DXTERIQRACCESS SiIDEE ASE OF PD PO LING � Af 3DR CENTERM E. y ®� CJ S.(A) L WINDOW BLADE LADSHALL ONLY ALLOW O MAXIMUM EE 5 OPENINGS 1H� (}•p HOLES)FOR®PER BLADE A7 SPACINGS SHOWN ON SHEET 27. TTP,EA END CO)MIN.CLEARANCE FROM TOP OR.BOTTOM EDGE OF HV WINDOW BLADE� OF ANY 3'e HOLE FOR k4 SHALL BE 12'. MAK 5 WINDOWS i (C)FIRST OR LN BLADE COMING OUT FROM STARTERS AT ENDS MAYBEW ALLOWED AT w WINDOW BLADE t6 WINDOWBLADE.6 /-� (0)W WINDOW GLADE(9 MUST BE USED ALTERNATE TO A SOLID HV BLADE 1D THROUGHOUT SHUTTER'S WIDTH. x ; (E)CENTDRMATES SHALL ALWAYS BE INSTALLED AB ACENT TO A SOLID HV BLADE 1OA7,ETTHER SIDE OF,THEM. (F)POLYCARSGNA,TE HV WINDOW((K�}SNAIL BE TNSTA[LED stl THg7 TABS FACE 5 THE INTERIOR OF THE OPENING AG PROTECTED.hL WINDOW 4a MUST BE SEE END ONLY 1NSTA�LED AND LOCKED USING A HV SETTING TOOL PROM BY ASSA, CONNECTION +' 4 INC. DETAILS ON + ig 10 SHEET 1I TYP. - - RK 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME FULL HEi1H[. BUILDINGS ON SHEET 16,AS LIMITED BY SPAN AND A.S.D.DESIGN LOAD(SEE 1 1 ¢ N NOTES z YP P -S" 1 &2 ABOVE). > r�u H 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS.13& 14 AS LIMITED BY SPAN AND A.S.D.DESIGN LOAD(SEE NOTES T &2 ABOVE). $ (SEEPLAN FOR REQUIREMENTS) (� B.MINIMUM SEPARATION TO CLASS'SCHEDULE: ' D H TYP 70P&:80TTOM W ) LJ� SHUTTER SPAN MINIMUM SEPARATION TO GLASS NUMITED WIDTH— ELEVA7ldN lAt sPxmna+Tn�1.w _ss•Mev s• E70SDNG GLA55 .-(SEE SUEOILLE ON SHLET 12 FCR&AeW _ _ .ON SHEET 26 fTlt IRADFS tD&i;y ------L----------r-==---- ----------- ------------ 21 16 TYP. ` :.� \ 1 l ''4I(' / l './ �/ :/ ./ ��~l— .2T "�"•. yTY SYMM CENT-.A—Ztj"� W/(2�CR W/o-��s'(s NOTE 4 ABOVE) PLAN l\ z4-t5) /I TYPICAL (1n HV BLADE WORKING INNU�N,j;faat�yWITH HV WINDOW BLADE iA SHUTTER* - FLORIDA BUILDING CODE(High Velocity Hurricane Zone- — • ••• y✓/�"�,. ©2017 TIlTECO,INC.(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. © BERTHA HVTN + 7. A 44161 iL E C O �N�. . ■ ■ Accordion Shutter System V BLADE 11 W OR W/O N.Y.WINDOW BLADE&H.Y.BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: LC. t. Q TILLIT TESTING & ENGINEERING'COMPANY Association, Inc. 1 OLD 15-079 07/28/17 DATE: 07126/17 • (, V\� 6155 N.W.360,St.St,.30S.V KIM GWDLNS,n3 DA,3316 :. O"•, „{1» e�j t R2fiH West Roads Drive 2 V iTr- � 11 Phone:(305)871-1530.Fox (365)67,1-1531 DRAWING No West Palm Beach, FL 33407 t1, a-mnE: OW670ol.com 3 R A.'n 8719 Phone: ($00)432-2204 ,,Fax: (561)209-8380 4 17-1 OZ YIALTER A 11WT Jr..P.E. .a(tiNATI)RE/DATE FLORIDA Lli 5 f 44157 SHEET I 28 OF 28 EDDIREDMRRMUM INSTALLATIONS VV n HV BLADE & HV CENTERMATES -- - --- 2:000 --- 6"x 1 1/2"x 0.035'THICK VARIES IA..G OAL�3STEEELE 40-W' 2 M°x•—I 43b INTO METAL STUD WALLS METAL STUDS AT 16'O.C. ' --------f ®67o.c. 40 4.1 -------- m Qo• — ---- ----- - q o - ------ 1/2' 475' * NOMINAL W f GENERAL I I NS AND C D - ALUMINUM SLEEVE i t" - 43a - 12 0: f FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY �REauwEO MINIMUM ; Mi^- r� SYSTEM INSTALLATION TO METAL STUD WALLS. 1 NT 0 L I/4'x°.0.15•THICK Afin.l 43C ®6'O.C.^ -- N 3.000" CONT.GALV.STEEL TNACK CHANNEL,., ,I SEPARATION TO GLASS SCHEDULE ASTM A-653 GRADE 44 Min.C-60 16,8'OC' I I Max. GALVANIZED FASTENED T°STUDS I EXISTING FINISH 3B f 1. MAX. ;4.S.D.DESIGN PRESSURE RATING: +75, - 75 p.B.f. W/(2)#6x1/2"TEK SCREWS ONI AS APPLICABLE WIND ZONE MINIMUM INTERIOR&EXTERIOR FACE ; 2. MAX. SHUTTER SPAN: 84" SEPARATION 1 W ASTM E-1996 43c LENGTH + 1" I MIN.SEPARATION EXISTING GLASS— TOCLASS ? TO GLASS = 3. ALLOWED MOUNTING: MS ON THIS SHEET. 1 THRU 3 1" 43 1/4"0-20X3- BOLT (SEESCHEDULE) 4 m (TYP.) m MUST PENETRATE -EXISTING FINISH 14. ONLY NTERMATE 21 W 24 HV LOCK ARE ALLOWED REQUIRED MINIMUM i' AS APPLICABLE 1. „ WITH 21 ED N A SYMMETRICAL LAYOUT. a 47 1 3/4'x 6 1/4"x 0.035"RICK Min.l ' f USE I(12) 35G(16"G LONG, MINIMUM) MUST ALWAYS-BE 1.373' CONT.GALV.STEEL TRACK CHANNEL,1 43c 43c ,, I INCLUDEDTERIOR OR INTERIOR ACCESS SIDE OF a 250' r 7-.050' ASTM A-653 GRADE 40 Nin.C-60 , GALVAN17E0 FASTENED TO STUDS I ®6'D.C. a 6'D.C. CENTERMATE. n W/(2)#6x1/2'TEK SCREWS ON INTERIOR A EXTERIOR FACE Min. -H. 1/4"0-20 THREACS BLADE SLACK DETAIL HVF IS VAUD FOR 43C 1/4"ID ELCO CONSTRUCTION I 1/2' 38 CENTERMATE 21 APPLICATION WITH BLADE 1 W 7�-—— 12 O O PRODUCTS FAB-LOK HD REQUIRED MINIMUM „�j ' ]y 43b /6'x 1 1/2'x 0.035'THICK J_ Z�'RdhlL'S� ® 6" O.C. Min.ASTM A-653 GRADE 40 .,. -,• COMPONENTS Mi^.c-s0 GALV.STEEL WALL HEADER/SILL INSTALLATION KETAL STUDS AT 16"O.C. •' ...A'J•.'I EXISTING FINISH AS APPLICABLE SCALE: 3/8 i" (TYP.TOP&BOTTOM) 1 3/4'x 6 1/4'x.0.035'THICK Min. - - •-E%ISTING GLASS _ _ _ OMT.GALV.STEEL TRACK CHANNEL, C. GRADE 11.�i i:,:...7v'c,: : •,',.'.,,`r••...: X. .. , , s.•a• :.•.re' I � GALVANIZED 3FASTENED TOBTUDS60T:`: ' ' '`'`tiX •V.`•I1,7 1i SYMMETRYCAL :Ci I` +� +�':; I SYMMETRYCAL `.:j I:1i W/(2)$6x1/2'TEK SCREoN c }'� MIN. sEPARATON VARIESINTERIOR&EMERIOR FACE " CENTERMATES W/ rl I��:�° rr<"I IY'CENTERMATES W/ c I yF TO GLASS 2'" SEE SCHEDULE Max.IEXTERIOR ACCESS SIDE;'I I+'•.:.` ;•r�1 I I INTERIOR ACCESS SIDE".�I- ----- 0 ------ N------1 ------------- --- ---------------- W/RODE UXK,(SEE'S010W3 W/1, SEPOKDODIE) (TYP.) MSEPARATION TO GLASS Ct,DE LK(gE 9fS 4 _______ _ ______z____________T _________ 2 ---------------------- --- ----- -------------------- ----- ---------- _ ------------------ - - -----------i---�- - ------------------ — -- 2) A 212 + 2 1. �. LOC AT D AT 1 2 L - - - --- ------------ --------- - --- -------"'-'I ----- - _ /ILL END VI --- ------------- ----_------A .HV HEADERS S 6Min. EW Y 4 12 3 t/a' (TyP.) 3 S7i����) 24 SIDE CONNECTION TO TRACK �- (Cont.) 6 1/2 (TYP.) I. 7## T 6 1 2'MAX. SLACK *# N� LLtLL ...• /J'_ HVC BLADE SLACK DETAIL HVF FLORIDA BUILDING-CODE(High Velocity Hurricane-Zone) --- \, �'•''. � ®2017 TILTECO,INC.(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. 140.44167BERTHA HVT- jll L I L E C O AL S.S L�, Accordion Shutter System .V.BLADE 11 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE 12 ��. _• qp .CV TILUT TESTING-& ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN Brt L.C. WES N.W.36th.SL,St..305•VIRGINIA GARDENS,FLORNA 3316 ASsaclatiOn, Inc. i OLD 15-079 07/26/17 DATE07/26/17 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive, 2 TYQL a,-mole Ulteco0°ol.wm West Palm Beach, FL 33407 3 DRAWING No ..ixxr• ES-OWS719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 WALTER A TUIT Jr.P.E. P:E.SEAL/SIGNATURE/DATE FLORIDA Uc.#.44167 5 SHEET 6 28A OF 28