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HomeMy WebLinkAboutProduct Approval i 7/20/2015 Florida Building Code Online .-s _ t'F y r: >""-^Yt t �, .zhy,�✓,? rtdr e «`» X816 .. 4,..tsryyrr1 j, Q'N. r Log In ' User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business A Ab USER:ct Approval Professilb, I k i Product Approval Menu>Product or Application Search>Application List>Application Detail s FL# FL�38 3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed 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 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code httpJ/www.floridabdldirig.org/pr/pr app_o.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RlTCYUw%3d 1/2 7/20/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products —......_......... _._..._.................. __....._...._...._._.......................................-...-----._......------...--------------.-..._.....--------...._........... ._._..........; ......................_r_.__..._.._._...................._............_..__......_._—.. I FL# -- Model,Number or Name i Description -.----------__._._ _ _ ...._......... _-___i .389.1 Bertha HV Accordion Shutter- Blade j Extruded aluminum interlocking blades retained by tracks ' 3 - (Non-HVHZ) - Drwg 15-086 i(top and bottom) for storm protection .........................._..—............_............--...........__.._.—_................_.._.. —----- 1 Limits of Use I Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086 Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes j Created by Independent Third Party: Yes 1 Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-7"for 35 psf ; FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086 Ddf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max. ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. .------...__......._.-_._—.__.__._._.........___.._.__.__....—.._..___._--_..........._...._......_.....__-...-.._--_L._................-..-_-_..,.----............... _.___—_..._..-....... _._._...._._.-_............._...._, ._....___..__---- -_—..-_..--- 389.2 i Bertha HV Accordion Shutter-Blade i Extruded aluminum interlocking blades retained by tracks i 1 Only (Non-HVHZ)- Drwg 15-085 (top and bottom) for storm protection Limits of Use — Installation Instructions Approved for use in HVHZ: No 1 FL389 R8 II A.S.S.A. INC. DRWG.15-085 Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG 15-085 HV Ddf p.s.f negative ASD load depending on centermates and i Created by Independent Third Party: Yes locking rod configuration for the HVl blade, 8'-0"for +64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f. for metals stud mountings and W-0"for 110 p.s.f, for HVl and HV1A working in unison. See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. - .......................................E............_.._................................................._................................... ..........................._...............-......................................---._......................---...........---._................... —._.... ........... 389.3 Bertha HV Accordion Shutter- !Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 15-084 (top and bottom) for storm protection Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG 15-084 Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load i FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG 15-084 Ddf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively EE EE Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 0 RW q;:tFCI! El SCcurite et.;-;I?ws- ro +w. http://www.floridabLilding.org/pr/"pp dtl.aspx?param=wGE\/XQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw°/gad 212 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014(5th EDITION)FOC AND S14ALL NOT EXCEED THE MAXIMUM(0.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 7HRU 17,25,26,28&28A. INORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1• HV BLADES X11 A &O BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(0.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25. 26, 28&28A. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANC14ORS ON THIS P.E.D.,AS TESTED,WORE NOT OVERSTRESSED,A 33 S INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOI 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 HAS BEEN VERIFIED IN ACCORDANCEWITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTEM COMPONENTS 21-37 SHEEP 3 REPORTS: -HV BLADE I D214.01-03, TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 /0715.01-03,01004.01-05, 41214.01-05,(0317.02-06,)10609.01-10 AND#0210.01-11 AS PER TAS 201,TAS 202 AND 70.5 203 PROTOCOLS. -HV WINDOW BLADE ®90505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. AREA 2• W BLADE n AND HV WINDOW BLADE Hl -FIV BI AOEO#0422.01-OS AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.HV BLADE Ij)ANO HV BLADE( ARE ENGINEERED TO WORK IN UNISON WITII EACH OTIIER IN AREAS WHERE THE DESIGN PRESSURES TRANSTION FROM END ZONE 5 TO INFERIOR ZONE 4. EACH INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 WIND ZONE MUST BE CLEIRLY IDENTIFIED IN ACCORDANCE WIIH CHAPIER 30,OF ASCE 7-10 STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLH7TON DETAILS F-L, CONCRETE/BLOCK SHEET 7 CORRESPONDING WIND ZONE.T1115 SHALL INCLUDE REQUIREMENTS FOR MIN.SEPARATION TO GLASS.DELIMITATION OF WIND ZONCS 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR W BLADE 1 CENTERMATE IO DETAILS HV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERDFlED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND CENTERMATE ALTERNATING DETAILS FIV SHEET 9 ASCE 7-10 STANDARD,AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. FIV DLADEQAND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 3.BERTHA N.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 102.75 AND# 14X1.75 RESPECTIVELY,410-HT MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGIH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi ANCHOR SCHEDULE- CONCRETE de BLOCK SHEET 14 FOR 6005-TS ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 15 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE- WOOD SHEET 16 STRENGTH&SHALL COMPLY W/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 A151 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:HV BLADE 13,14,15,16.17&2&A END CONNECTION DETAILS 7-12&X.WOOD SHEET 20 HV BLADE :26. W BLADE 3&® WORKING IN UNISON: 13. I4&16 AREA 3: HY BLADE®ONLY B.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT JS'458,179 ISSUED TO TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 21 EASTERN METAL SUPPLY, INC. INSTALLATION DETAILS M-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 WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES SHEET 25 FIV AND HD CENTE:RMATES 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 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 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[T'THC JURISDICTION WHERE PERMIT IS APPLIED TO. TYPICAL WINDOW BLADE& WINDOW DETAIL SHEET 27 13. (c)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. TYPICAL SHUTTER ELEVATION SHEET 28 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOLS NOT DEVIATE AREA 5: HV WINDOW BLADE An ONLY FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. - (c)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone THIS DRAWING SHALL ONLY BE USED TO `��``A`��ER A'IT/(AAhi� m 2015 EASTERN METAL SUPPLY,INC, ' OBTAIN PERMITS IN THE STATE OF FLORIDA "" BERTHA HV TM L ECO tI C. A.S■S■A■ Accordion Shutter System H.V.BLADE III W1 OR W/O H.V.WINDOW BLADE&H.V.BLADE s TIWAmerican T TESTING & ENGINEERING COMPANY Shutter Systems EV.N DESCRIPTION DATE IX+A BY: M.L. STATFnI: 'fc 0355 N.W.36th.SL,St..305,VIRGINIA GARDENS.FLORIDA 3316- Association, Inc. I OLD 11-194 04/13/15 DATE: 04/13/15 Phone (305)871-1530.Fav (305)871-1631 4268 Westro0ds Drive 2 _DRAWING No %'t�'F�6pRiDp;:��c e-maa:-DRo�o®eoL�en --West-Palm-Beach,-FL-33407 -3- '���i�7ss�'•.......•G��1``��� WALTER EB-0.00019r.P.E. 4 P.E. Sl� P INS DATE FLORDA De.#44167 s SHEET 6 1 OF 28 7�y a'.TDR WinOON t1e0E a VARIES y 1.918" 491' m' 234= 0 6� Is' Max. 1.200" J 1 -n •I m616 m8n14' o .090 I o 4.671'_ I ��5�" m��nl a.o o4S• 4.3s5" -� � �s ^i.� m�1 �• 4.857" 4.857 l 4.999" r .375' v HYSOLIDBLADE 2 HV BLADE e;, 05 HV 90'/180' STARTER - 3OHV UNIVERSAL FLOATER o _ QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W HV BLADE f1 &/2 Ti�701.�NT HV BLADE W& 6005-T5 ALLOY AND TEMPER / U U 4�V�DlREG� f A HV WINDOW BLADE' 6005-T5 ALLOY AND TCMPER �1�`- - 6063-76 ALLOY A D TEMPER QUALIFIED FOR USE W/ HV -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 28 BLADE&Q .37 6063-T6 ALLOY AND TEMPER 5.226' 1.500' ;� '0 6063-T6 ALLO AND EMPER 085" b v. 670" yo , 42.670" 3.556• (11'FJ o .994' 7 1.000' .670" 12.226' . 072eo 842o .I•R4.897' 1vJ. --- � O7 HV ADJ. ADAPTER W/UP a.s3s 1z50072• ®HV WALK-OVER TRACK .920 L- 3.226' QUALIFIED FOR USE W/ HV BLADE 0 A, QUALIFIED FO USE W/ HV Og HV TRENCH TRACK •59" 3.750' ©HV ADJ. FLOOR TRACK BLADE F08 &02 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ ITV QUALIFIED FOR USE W/ HV HV. RAINGUARO BLADE 70& 20 BLADE 10&Q ONLY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER VARIES 1938• 6063-T6 ALLOY AND TEMPER 1" 1.915' 6063-G D VARIES 1.936" ALLOY AND TEMPER 1.917" N Na o 1 oz. o OBS' _083• .083'r'ol :083 .093" .093' n .12� _ .140• .140". .060" .060" I .093" .093'. CC .060' 870• OfiQ'o 101 670' 1.686• "� 7'- 670 630 \ .3.520" 3..520' ._-._ 3.529" 670 v.?1g• f1 HV CEILING HEADERMY HEAD/E -:81LL� f3 HD CEILING HEADER/SILLS. - 381 J Q LIFTED FOR USE W/ HV BLADEnONLY, QUA EIE 60633RT6SALLO AND TEMPERI ONLY QUALIFlED FOR USE W/ HV BLADE 1Q 14 HD WALL HEADER/SILL 15 SHD CEILING HEADER/SILL SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FORUSEW/ HV QUALJFIED FOR USE W/ HV BLADE(2)&(D 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE//1 ONLY. v 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER T1 BDE COMPONENT A B T1 T2 LAUALIFIE NIPL%A9f•L Y MN 1 2' I 2° 0.125•• 1' I 1' 0.082• At 11 17 2" 5"MA%. 1/8' 1/8" HV( 18 ...2' S'MAX. 0.792" 0.192' HV@ [El SIDE ANGLES ALUMINUM ANGLES 1s 2.5' 17"MAX. 0.190" 0.190 HV01 4c: CORNER POSTS QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 1 BLADE 10&0 BLADE 0&( BLADE (SEE SCHEDULE) 6063-T6 ALLOY AND FEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER „\\1\111111111111//// FLORIDA BUILDING CODE Non High Velocity Hurricane Zone m 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTm = --- IL E C O �N�. A.S.S■A■ Accordion W1 OR on Shutter System x l V.BLADE 1 W OR W 0 H.V.WINDOW BLADE&H.V.&ADE ' F *� TI TESTING & ENGINEERING COMPANY American Shutter Sy9f01'i13 [y,H 71EscRIPnoR oAl[ DRAWN 8Y+ M.L. Off•'. ( sass H.W.3 .SL.Stu.305,VIRCNA GAROMS.FLORIDA 3118 AS$OCiGtiOfl, Inc. 1 OLD 11-194 M/13/Is DATE: 04/13/15 F•� ORLDP •'o�..`� p6ano:(309)871-1530.Foz:(305)671-1571 4268 Westroods Drive 2 DRAWING No gii�A-O/A/0 -�- o_aEB ED- 06719West Palm Beach. FL 33407 3 NAL EN -1-5-084- ///1/1111111111\\\`\ WALTER A TI Jr.P.E. a P.E. SEAL/SIGNATURE/DATE FLORIDA Ja. a41s7 s SHEET H OF 28 4.660' 929' M1.576' I/4'-20 DIE CAST .7 __o' S _ •mri n mN ry a aJoJ4- (z rnH6.DAD `8 MU T&fN/�im•?'!y L..�� - HHO�U.SmpIN`G ENAMEL '/--20 .745' BAKED PAINTED tHHEADED ) NPA NTDGRLLS TU RN m 1.325' .318 KNOB. 875' BRGU0 ew155 CYLINDER NDER "21 1 .4 4- _ I m m S KEYS(CHROME (CHROME PLATED) r<o,� P TED F21 aHV=CENTERMATE= ,��'�� sG, osa, .3- m � ' HV EGRESS LOCK QUAL IFIED FOR USE W/ HV BLADE 1O& 1A ONLY l«2 HV FLOATING l TE 5`p• m - 6063 TES ALLOY AND TEMPER QUPALLIIFFIED FOR USE W/ HV BLADE 1�& 1 ONLY m �'? 3.023___ ^ .875` Q LIFlED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6os3-TES ALLOY AND TEMPER ORN BLADE Qt & ®ONLY. BLADE 10& ®ONLY. _ 250'O.D. Q ALIFIED FOR USE W/ HV BLADE 1 ONLY quo, G063-TES ALLOY AND TEMPER PVSTIC HFJ.DMO(DEO TO.756' .922' ' 2 $GREW2.079" 1.753' AFTER RIVEING s: l.oao' o o61 BEFORE RNETING 1/4-9-20 x 3/4" 1 14"0-20 RIVNUT* I i M S.S. THUMBSCREW a1 U= *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE rUWCE THIN • m mo m m I q SHEEP NUISERT,PARE 80020,AS MANUFACTURED BY AYOEL 622" .......'-ZT�--f �- 27-- •• I ^ ___I RRY CHE =MRN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL. PUN FRONT ELEVATION HV MALE "T" LOCK CENTERMATE 4.566 ® HV "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE rt ONLY ® HV FEMALE "T" LOCK CENTERMATE ® QUALIFIED FOR USE W/ HV AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV BLADE 1Q ON LY 6063-T6 ALLOY QUALIFIED FOR USE W/ HV BLADE�ONLY W/I{V BLADE1Q ONLY. BLADE QI ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1.917 I t9�7 -- 3.161 .0 3' -\_INUMSTURN __ 1. 0 CYLINDER OR .b63 062" m I KEY CYLINDER 214' - .545' m n r H •o 0 0.875'Min. Cl, W O I a a m F o 0 00 NO m 1 .1 25'u0:. OCKING ROD 16 w 16 QUALIFIED FOR USE W/ HV BLADE 1 , 1A &U2 QUALIFIED FOR USE W/ HV BLADE(j), 1A & 2 B., 6063-TES ALLOY AND TEMPER NT �S r o VARIES, 12"NPN. 6063-T6 ALLOY AND TEMPER ul o QUALIFIED FOR USE W/ T BLADE 1 &Q2 *,m� 1.t30' 6063-TES ALLOY NO TEMPER THUMBTURN ACETAL TNUMBSCREYS. (SEE-DETHUM :1:1/2' OR KEY R mow~ �0 — CYLINDER �,�1r• .__._.. ..... ._.._ - -. —'- �15' '•,I • .. .. � S ,TQC<INCROD _ 375.0 1/4 s ® HD LOCK m QUALIFIED FOR USE W/ HV BLADE 0&(D .yYa1 1g �. 6063-T6 ALLOY AND TEMPER © }��/ $1$'�-16 ACETAL S • '� 0 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. Q .INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS - �TT ' QUALIFIED FOR USE W/ HV BLADEC, DIALLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR U V BLADE 10&W QUALIFIED FOR USE W/ HV BLADE 7 & 2n FLORIDA BUILDING CODE (bon High Velocity Hurricane Zone .R. .....�%✓�'' ®7.015 EASTERN METAL SUPPLY, INC. ��cEro BERTHA HVTM 7` L E C O I N . A.S.S.A. Accordion Shutter System H.V.BLADE 1 W OR W/O H.V.WINDOW BLADE&H.V.BLADE *, /J EV.N DESCRIPTION DATE DRAWN 6Y. M.L. American Shutter Systems STATE OF - 53 NW TESTING & ENGINEERING COMPANY �•., ;'Q� s35s N.w.361n.sE,sl..]os,wRcrRu owDF�+s.FLORIDA JJI Association, Inc. t OLD 11-194 ayu/ts DATE: 04/13/15 _ Phone (305)871-1530.Fax_(305)B71-1531 4268 Westroads Drive z DRAWING No VS •'•l,•' `•C�\�No �-mpEB-0006719•per West-WestBeach;FL 33407 —s- 0/0IY AL�"Y�\Lx� WALTER A 11LN Jr. P.E. 4 �'_'O�� 11111 tH FLORIDA Uc.N 44167 5 SHEET P.E. SEALJ919hXTURE/DATE s 3 OF 28 3/8"0 SHUTTER ASSEMBLY SCHEDULE FOR 41 40 38 3 HV 1 HV AND HV BLADES. �I I O HV BLADE 1 39 i` i g N it�P HV BLADE 1A p4~ �� NWKS •NI. 20 HV BLADE 2 3 I;Q® or 2 ;i � � 4.`7 °m 40 38 HV LONG RECESSED NYLON BUSHING .315"o 39 HV SHORE RECESSED NYLON BUSHING I 40 HV NYLON HAT WASHER EXTERIOR 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 41—�a73 0r 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS I;(1 ® or 1 or 43 I(SEE NOTE FOR IQ® Of© 1 ® HV 1 3/4° ACCORDION PIN W/ #8 HEAD * REQUIREMENTS) I 1 �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * II I i_I I EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW F Q or I (SEE SHEET 27) oar 38 - OR BLADE KKUCKIP FOR TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" HV PIN Q OR®AT (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR EXTERIOR " BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV(D OR BLADE'S KNUCKLE. HV 9 BLADE. m0.324 43 (SEE NOTE FOR (2) HV PIN®MAY BE USED IN LIEU OF(9 AND ONLY ATTMP�I— ® r REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO2 I 11 BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC"AND "DD", •e1® y I SHEET 22. p (3) HV PIN®OR®W/ 1/2"O.D. 1/16"THICK S.S.WASHER I I ; SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. WHEEL CARRIAGE DETAIL SHEETS 11 �24. ASSEMBLY LAYOUT N.T.S. N.T.S. `IIIIInNNllllll/r FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ```�8 Q`\' (�T�' m 2018 EASTERN METAL SUPPLY, INC. v \GENS •.�9'- BERTHA HV- IL E C O �Nc. A■S.S.A. Accordion Shutter System ` J H.V.BLADE 1 W IP W 0 H.V.WINDOW aPAWLADE&H.V. WE American Shutter Systems gy pESCpIP710N ogre ate+ M.L.M.L �O'• FATE ;Q`� T1WT TESTING do ENGINEERING COMPANY Association. Inc. t OLD 11-134 04/13/13 DATE 04./13/15 COa1nP c� 6353 N.W.36th.St.,St..305,NRGINN GWDINS.RDRVA 331 _ 4268 Westroods Drive z ���E S;/ Phono (J0e)!W71_ Ulteco0aaf (ma5)371-1531 West Palm—Beach,—FL--33407 3— DRAWING No 'l*',0NAL EN tttt` E9-aoo371s —1"5=084— /lllllllllllllltl Wpl.TER A.TI LUT Jr.P.E. FLOZA uc.p H167 P.E. SEAL/SIGNATURE/DATE a SHEETH OF 28 4. p c c ®�� *NOTES ON HY LOCKS AND CENT RE MATES' N N U S T 5 �,�«�.�5`. 1.MANDATORY CONDITION it: ONE HV LOCK�or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"A80VE ORB OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALTIONS T ANY ELEVATION. FIV LOCK or MAY 8E USED AS AN lNS1DE OR OUTSIDE LOCK.ATTACHED To OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER EIEVATON. cil UP To TWO Hv DOCK®S ORk MYIBE USED DESIREDASEOR AN NSDE OR OUTSDE CE OR FOR SECURITY LOCK.CONECTION OF LOCKSE TO CENTERNATESy„�, OICATIONH FL BE AS INDICATED ON OCKS SHALL BE AS INDDICATTE ED ON OTYPICAL SHUTTER ELEVATION, V 302ZONAL CONDITION #2 OMID QNIV WHEN I"PMRY CONDITIQN #I OR LIMITED MANDATORY CONDMON 0 4 oR 25 pn�b pa S0 on l • f2 is C!$}�jA(IFWO N,V. t AC:ltck LOCKING RODS ARE NOT REQUIRED AT,jiURRiCANE POSITION, BUT MAY v '�_,)o'E:J K:J U4 °N w..� BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 7p OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5 « IF Y 4.1dIY�1131RY CONDITION 3 ONE HV LOCK 2(9 ®SHALL DE USED AT CORNER CENTERMATES FOR ANY SPAN o AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 25 or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 7n CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FIAT HEAD S.S. M.S.TWO LOCKING RODS 3�- i+_-trvc � AT TOP&BO OM 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. �es> b T111. 3> 5 S. t 5-1 • ONE ALTERNATE HV LOCKMT � INST 2ATIONS AT ANY ELEVATION.A-NwOF 1/a'p-20x3/4" SSTHUMBSRYsRiVNUT AS SHOWNON SECTION HVEON£LOCK SHALL BE USED AT tf2 OF SHUTTER SPAN OR TWO i =faZ Ce} LOCKS AT 1/3 OF SHUTTER SPAN. - *NOTES O BY "T" LOCKS AND CENTERMATES SEE£ND 1.SECOND A13MM7E TO )DION III.VALID 014LY FOR HV'7"LQMMZ 00A�IOR.C�-�'!TFS,�AND CONNECTION ONE ALTERNATE HV'T'LOCK((�j MAY BE INSZALLED IN LIEU OF HV LOCKS U OR I FOR ANY SPAN AND DETAILS ON o F r x r a x t o e a a 1 STALLATIO AT ANY ELEVATION. ALTERNATE LOCK QQ Y BE USED AS AN INSIDE OR OURIDE LOCK. ATTACHMENT SHEET II TYP. V W x OF LOCK 6 INClU0E5 USING REINFORCING LOCKER . AS SHOWN ON SECTION HVG.SHEET 9,WHICH MUST BE FULL HEIGHT. CONNECTED TO CENTERMATES 0 AND®W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/7/8"0 x 3/32" WiNGNUT OR W/ 1/4'4-26x7"S.S.M.S. INTO A 1/4'0.5/8"RIVNUT.LOOK MAY BE INSTALLED AT MI)SPAN OR t2" Nuurtya OF CORNER MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY, _..-... .._.-- CENTERMATE 0 Q,�y -NOTES ON HD S & CNF MATES• � (� wy MAYBE USED IN LIEU OF 1 d S o° 3 a 1 oT : ONE ALTERNATE N LOCK �l�:ly'lJ.�an *��@ at FfY LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�t MAY 8£USED INCLUDESAS AN INSIDE OF REINFORCEMENO1INSE72TAS SHOWN ON SECTIONS D NOB,-HV5 AND HOO--HVG,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MiDSPAN...USE:OF LOCKING RODS®IS COMPLETELY OPTIONAL TYPICAL HV. BLADE SHUTTER ELEYATION N.T.S. ytliiiiNtt FLORIDA BUILDING CODE Non High Velocity Hurricane Zone "=`4L",,....,, yam' O 2015 EAsTmN METAL SUPPLY, INC. rN ' •.,,9., A■S■�■A■ BERTHA HvTM 71- L � Accordion Shutter System 01 Tx American Shutter Systems H.Y.I)!ADE 1 w OR W/O H.Y.WINDOW DmwLADE&H.Y.BLADE I,' Ml. Y oFxaiPTwN a1E' oNAWN eY: M.L. � TICCIT TESTING & ENGINEERING COMPANY 4 a,T;•. A :Q eY13 N.W.38U.Si.,SIe.305,NP81MA WO 5,FtOADh 5318 Association, Inc. I OLD 11-194 04/13/15 PATE: 04/13/15 SS '��ZP"'+- —Phona..:-WOB)871_1-53e_..Fax:(305)871-1531 4268 Westroods Drive 2 �'S j�•......N 1�1`�. a-mol®1ntea5719 am West-Patrn Beach-FL-33407——3— DRAWING jNoNA L E —�-5.:.08iirDDh N1 }ltyyyN� waTER A nun dr.P.E. 4 SHEEPPE. SEAL1S1Gi�VATURE/DATE FLOROA LIC. 44167 56 5 OF P4EDUIRED POURED POURED CONCRETE CONCRETE —1/4'0-20x3/4'S.S. REQUIRED REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULE ON (SEE SCHEDULE.ON I W/ I/q--20 CONCRETE EE�58 EDI�'I,E�OM�ANCHORS'Sf EET 13) SHEET 13) SHEET 13) NUTS® 12"O.C. Min. 1/4'0-20x3/4'S.S. MiD. -.�,. ��.••�"�'� - __ 17 DR 18 Eq- EQ MACHINE SCREWS 'q EQ O USING 1/4'-20 NUTS 2' r.x I - 12'O.CE.D� i ✓ .250'Max. -- -- IP 13 oR 15 13 on .250' 250'Max.E. i i OPTIONAL I I I �i �� INN PTIONAL N 0-ASS(SET Y]FnIE W SHs Y ' `�1{' i 1 I2a ISTfNG ADES�mAtO I 11 1 OR 1�/♦ i IU+' 1 GLASS MIN.SEPARATION TO CLASS EXISTING JfET 29 TCN i I EXGLASS�(SF.E SCHEOUI F.01 SHEET 12) CLASSY ID ® I MIN. SEPARATION TO GLASS '`(SEE SCHEDULE ON SHEET 12) EXISTING I I GLAS-_ �C HV WALL HEADER INSTALLATION � HWALL A—ON N—� © HV WALL HEADER INSTALLATION 11 IXISTING ' MIN.SEPARATION TO GLASS GVSS—i spp�npN ♦ i I'—(SEE SCHEDULE ON SHEET 12) ' 1 STING � (�Wf ON�1 !I i 1 OR MIN. SEPARATION TO GLASS I 1 �S_ ' 12 MygF (SEE SCHEDULE ON SHEET 12) ' GN EX1511NG ! i�OPTIONAL GLASS—' E • Max. 1/4"Max. ' OPTIONAL i'� —13 OR OS E.D.• EO EQ / -- 13 OR OR 14 -- -- -_1/d'0-20x3/4'S.S. EQ PHILLIPS TRUSS MEAD 1 1/4"0-20x3/4"S.S.PHILLIPS Qa11 S MACHINE SCREWS USING 1 CONCRETE ANCHORS TRUSS HEAD MAGI LINE SCREWS ONCRETE ANCHORS I' 1/4'-20 NUTS® 12'O.C. 111___(SFE SCHEDULE ON W/ 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) MiD. POURED CONCRETE SHEET 13) POURED CONCRETE. OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED WALL REQUIRED NCRETE ANCHORS +D7 90 wall l Lt NSTAU--AT10N (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION .; POURED CONRET CE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR SHEET 4 CORN PI AL SHUTTER INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER + E D.=EDGE DISTANCE H V BLADE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 14) BLADE fA ON SHEET 28 10 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone Tk r"N'.; ®2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM \CEN 9% ASS A . � � � Accordion Shutter System /TiLrE C O IN� H.V.RUDE 11 W1 OR W10 H.V.WINDOW BLADE&H.V.BLADE American Shutter Systems EV.N D£SCR1Pn8N DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY STATE OF - 531e N.W.310N.St..St..305.VRWINM GAAIIENS•FLORIDA 3318 Association, Inc. 1 QLD 11-194 04/13/15 DATE: 04/13/15 Phone 305 871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 ORI (—) DRAWING No C" OP:•'k; o--maT-tlltaco0anl.om i West-Palm-Beach-FL--33407 —3— �iiACCs EB-0008719 q SNUB A- — ��xiAs�ONALE�AAx`\` WALTER A TLWT Jr.P.E P.E. RE DATE FLORIDA Ue.p 44 67 6 6 H OF 28 POURED CONCRETE ANCI40RS C014CRETE (SEE SCHLDULE ON SHEET 14) i To OtASS(MSHEET14) I OR � I °1N'ro"ounanss°N T, Al REQUIRED 'n¢nIAT:w �(sEE salEovlE EDGE SLAB I F ION��2828 uw.ssw.noN I I S=E12) 'APP CABLE EXISTING 13AcrsmaIXGUSSrIs¢—aDIuCLASS ON VW 12)ALTF74NATRANCH #0x3/4"HIX i i i i' EXISTINGLOCATIWASHER HEAD ' ' GLASSTEK SCREWS ®OR (3 OR 1 S i12'O.C.CONCRETE ANCHORS 8 EDGE OF IF ©t�__'�__ _ (SEE SCHEDULE.ON SLOB B �/ — E I APPLICABLE SHEET 14) _ i EDGE OF EXISTING SUB IF GLASS—"i ''' EDGE OF i MPLI ' UC LE SLAB I SO IF 1/2' 1' EDGE OF ' APPLICABLE —SLAB IF I 12l s7waTxr2 TO,aws(SEE Q Q. APPLICABLE POURED I POURED FIAT HEAD CONCRETE ANCHORS -I SOH12 UEIwDE mHo POURED CONCRETE) —�' D'� CONCRETE (SEE SCHEDULE ON SHEET 26) ' ON SHEET M 2B FOR ) Of( ®� CONCRETE — -- REQUIRED FIAT HEAD CONCRETE ANCHORS REQUIRED 'ADMG&1 REQUIRED --E. D.• E. D. (SEE SCHEDULE ON SHEET 15) 101 TRENCH INSTALLATION VAUD ONLY FOR UP TO A-70, -75 PSF Q HV FLOOR INSTALLATION t (D HV WALK—OVER INSTALLATION PRESSURE RATING & FOR SPANS PER © HV CEILING INSTALLATION SCHEDULE #3, SHEET 12 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) EXISTING O EXISTING r-- ---- , GU EXISTING 0 ' _ (s¢ sM SOHVIA E anwe12) GLASS ' soNm as , 12) 1 1 1/4' i MAX. ' $ .i i. W ' I B. HEAD TEK SCRLWS 0 ' wn. ' 810x3/4'HEX WASHER e (714x3/4" HEX HEAD.... i' 1 14' TEK SCREWS®9'O.0 12'O.C. __ _ i i i Max. OR 1/4'0-20 S.S.M.S.. I CONCRETE ANCHORS 6 tO 3/ 814x3/4"S.D.S. W/NUT®9'Q.C. i (SEE SCHEDULE ON ro 1 0 9'0.C. 17 RIE I SIIEL7 15) « �O -- - ----- J __� )7 I8 1/2" 1' #14x3/4'F.H. S.D.S. / EDGE OF ®9'O.C. SEE NOTE 13(b) 1 7/8" 1 7/8' SUB IF4J- POURED CONCRETE ON SHEET 1 �-- ZIZI .D APPLICAB� POURED CONCRETE (SEE SCHEDULE ON ON ANCHORS OETEET 13(b) OR CONCRETE BLOCK _ REQUIRED OR REQUIREDETE BLOCK SHEET 15) © HY WALL WALK—OVER INSTALLATION OPTIONAL POURED OK CONCRETE HV WALL FLOOR INSTALLATION REQUIRED 9 HV RAINGUARD INSTALLATION t NOTE:INSTALLATION THIS SHALL INSTAL��L�•ATII�O'N DETAILS W/ NOTE FOR COMBINATION OF SECnONS: •E.D.=EDGE DISTANCE t RETAOVABIEIE WHEN PERFORMED T 1 1 y BLADE 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 14) AD ENTRANCE TO AN OPERABLE EXIT SEE MA ONNSHOr USE 9 FOR ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, 11)144T4r414 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ``��x`�P�'( ••Tj��%,,� ©2015 EASTERN METAL SUPPLY,INC. \l �10ENs'••.v BERTHA HVTM - A S S A Accordion Shutter System /T1 LTE C 0 1 N c. ■ ■ ■ ■ H.Y.81ADE 11 W OR W 0 H.Y.WINDOW BLADE k H.V.Bl/DE American Shutter Systems J,Qjf 7f` TILLIT TESTING & ENGINEERING COMPANY REV. DESCRIPTION DRAWN BY: M.L pias N.W.33 n.sE,5(E-.305,VRONN GND479,FLORDA 3318 Association. Inc. i OLD 11-194 04/13/15 DATE- 04/13/15 Phone:(305)871-1530.Fox:(305)B71-1331 4268 Westrocds Drive 2 DRAWING No c 61:10ID08191-�m West-POlrn-Beach,-FL-33407 _�_ —1-5=084--- — ��TTAL ENS„��` WALTER A.P r in P.E. 4 P.E. SEALlS1�2NATURE�DATE FLORIDA Uc.# 41 467 SHEET e 7 OF 28 SEE END WALL -ON SHEETS 11 .& 20 SEE NOTES ON LOCKING RODS d,HV LOCKS D ar d OUT 90'- i N T ///''—��EXISTING GLASS INSTALLATIONS W/ 1 H V **AND ALTERNATE HV LOCK(0 ON SHEET 5. J BLADE SLACK DETAIL HVF IS VAUD FOR ALL ff/ BLADE W HV CENTER MATES CENTERMATES APPLICATION WITH e1,1DE('D ' S �) f Q © @ ©`QOR SEE END WALL CONNECTION I ° EXISTING GLASS DETAILS ON SH 9'07 za-z 1 g(�, ga�.Qmt9"�5a�9 3 tj4" (6003-T6 ALLOY)ALUM. 7" _ 6 i/2 7" ANGLE w/(2) 1/4ro TAP x 1/z" OpPgSIN—C" ...-.._„ ANCHORS TO CONCRETE i i SYMMETRYCAL (TOP/BOTTOM) i CEN ERMA ES (4)1100/2"SM.S.TO TUBE ploY3/a•s.Ms.® tz• � CENTERMATES 7SEPARATIONAI EACH ANGLE.(1YP) LS.C.FULL LENGHT. WJ HV LOC{( or 5�1 ��r � ��^^ J HV COCK Or tt (sEE SCHEDULE \ * 35* (N 3 * ON SHEET 12) ----_ - _.__ .... —_---._ - ------ i HVA HVB t/t1 T t1111 � iD=Q5Q•13�{�7.i( cR \J Cl � HVC POURER CONCRETE OR Wil..// L1:JJ Ll'.JJ ' ] I EKISTING GLASS CONCRETE DLOCK WALL © Q © ) _ __ REOU ED EXI C ' $aa, " 8oR $ � aR � (- .._ ....--- —'------ � — l _. GLASS SYMMETRICAL * �6 .a-a_o� 07 -5; -I— ' ® I�BoR®� 1�3aRt��QoR E;%TN CENTERMATES 6 - IN - ©-6-6.64 ®a" " TO CLAASSSI� rJ cuss SCHE ULE MIN. — IN * 'W� HV L,—,,,OCA* (IPT RNOR) $�+ I�$oa "Qon�.�S qiO (SEE SHEET 12) SEPARATION � w ON SHEET 12 TO GLASS OPTIONAL --- SCHEDULE (INTLRIOR} — .... __ - `--T-J.- (SEE ON SHEEr 12) _ oUT _ ___�_ _ ------ CONCRETE/ ANCHORS art 3 VARIES OUT 6 1/2'MAX.SLACK OUT (EXTERIOR) HVE CJ Cl HVF** HVD All 1 yyytsttlTt!!!! FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone) ����``Q` ✓ �j'�ii ®2015 EASTERN METAL SUPPLY, INC. �� ��ENSF • ,� ._.�. BERTHA HVTm ~+ Z:1:73R:CO �nC. A■aS■S■A■ Accordion Shutter System f �r CC= H.V.BADE 11 W1 OR W/O H.V.WINDOW BLADE&H.Y.BLADE Eat W American Shutter Systema IEV.H DESCRIPTION DATE DRAWN SY, M.L *•'. SIA Ltr„ TILLIT TESTING & ENGINEERING COMPANY '•. el o\��;��•� 5355 N.W.361h.SL.6te.305•VIROWN GAROERS,TLORVA 331 Associations Inc. I OLD 11-154 04/13/15 DATE: 04/13/15 — — Phona_:-WoD)B7,1 t1 aorox871-1531 4266 Westroads Drive 2 SiQ P�ti``<<k�` 6-mwlLaLec6�aW.aaa, "—'—We'st-Palm_Beach; —3—FL-33407— DRAWINGNo -000719 1144!Iffill %%0 WALTER A'nUrr Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Lia If44157 5 SHEET 5 8 OF 28 ALTERNATE INSTALLATION W/HV "T" LOCK (S-0). HV SEE END CONNECTION DETAILS ON SHEETS 11 a 20 MALEIFEMALE "T" LOCKS CENTERMATES 8 2 19) & LOCKERS W 1 HV BLADE 0 r �DOING CLS 90 BLADE(1D SLACK DETAIL HVF, INDICATED ONS HEET B. © ® O O O © :N WELL AS UNIVERSAL FLOATING BLADE WI DETAIL HOD—HVD ALTERNATE, oR an 6 + 7 w$ a+10+ ae INDICATED ON SHEET 10, MAY DE USED WITH THIS ALTERNATE 10+0011©+�a+Q+Qm INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. z x2"x1/a xo-x ®'�°"19'0°N 19*�°"� CCE END CONNECTION DETAILS ON SHEETS 11 & 20 (6053—T6 ALLOY)ALUM. i ANGLE W/(2) I/4.0 TAPCON 1/2" ANCHORS TO CONCRETE. I (TOP/BOTTOM)do L ______________________...... ..__——___—_—_——_——— (4)#10x1/2•S.M.S.TO TUBE i 910x3/4"S.M.S.m 12' AT FACIi ANGLE. TUBE O.C.FULL LENGIrr. �C NI N MIN. SEPARATION \ 30 HV "T" 30 T" TO GLASS 5 3 LOCK (IHV NSIDE) 1 3 LOCK (INSIDE) (SEE SCHEDULE --- ON SHEET 12) _—_—_.__--- Ac- 1 1 5 1 28 F-A ^�—29 1 28 f--' 29 I/ I" 1/2• Q 35 35 QUT 35 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. L� NYLON SCREW HEAD * W/ 7/8"0 x 3/32" WINGNUT. * 30 HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S.M.S� SEE NOTE 6 FOR ET LOCK 3� 3O "T" LOCK, ON SHEET 5. W/1/4"0 x 5/8" RIVNUT HV "T" LOCK (OUTSIDE)t. t SERIES 9444 ALUMINUM HVG* (2024—T3 ALLOY)LARGE FLANGE THIN SHEET NUTSERT.PART 0 0820. AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. \p�uuulnua FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ih ©2015 EASTERN METAL SUPPLY,INC. �10ENs''� :: BERTHA HVA+ I L E C O N c. A■S.S■A■ Accordion Shutter System H.V.8ADEll W OR W/O H.Y.WINDOW BLADE&H.Y.BLADE p:�/ ,E` American Shutter Systen'is T•,H DESCRIPTION DATE DRAWN m` M.L. ` A ;• TILLIT TESTING & ENGINEERING COMPANY ��.• F Association, Inc. 1 OLD 11-194 61/73/15 DAIS 04/13/15 Q` B31S N.W.30th.SL.Ste.305.VIRGINIA GARDENS.FLORIDA 3316 �ORInA Q, 4268 WestraDrive z _PhOnO_L(70S)87_I-1530_._FOx (305)571-1531 DRAWING No ••••c••``G��`\��� a—m0E:-0008®OOl.wm West—Palm—Beach—, FL-33407 —3— 'xT08719 //11tH VIII 1`LH\\\\ WALTER A TLUT Jr.P.E. 4 5-084_— FLORIDA Uc.9 44167 S SHEET P.E. SEAL/SIGNATURE/DATE e 9 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 71 dt 20 OUT 90 IN rr-EXIsnNG GA53 INSTALLATION n HV BLADE W f HD CENTERMATES n , i� , (D-0 SEE END WALL CONNECTION (D- 70+©-@— 70«®ew _ EXISTING GLASS -_.---___--_- 2'x2'xl/8'x9•-2' (6063-T6 ALLOY)Al/4"O' 1/2• 35* 35 ANGLE W/(2)1/4b MIN. SEPARATION TO GLASS TAPCON ANCHORS TO �l0 x J/4'S.N.S.®12• (SEE SCHEDULE ON SHEET 12) (OPTIONAL) Q* (OPTIONAL) CONCRETE(TOP/DOTrOM O.C. k(4)1+14x1/2•S.N.S. O TO TUBE AT EACH I (4) H.V. N (4) H.V. 33 ANGLE.(TYP) O.. PINS (TYP.) 6 1/2' PINS (TYP.) 4 5 8 45 8' N ---_ _—,------_____. —_—_— ® 5 ea 1 1 1 \ 1/ 7.• 1/2 1 20 31 OR 32 33 31 OR 32 31 OR 32 31 oR 32 HDA—HVA 4 35* 35 HDB—HVB AUT (ol(5i') HDC—HVC (OPTIONAL) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W 3 * LOCK (INTERIOR) W/ (3 * LOCK (EXTERIOR) 10+mss GRQ.t��R©.©6R ©.O •Q°t©.0.18"' * SEE NOTES ON LOCKING RODS D & HD(�) LOCKS ON SHEET 5 oR ** UNIVERSAL FLOATING BLADE©DETAIL HDD-HVD IS __-__ _ --------- VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE Q O 3 1 1 µ11t111111�ryr HDD—HVD** FLORIDA BUILDING CODE Mon High Velocity Hurricane Ione `�\�`4.`� ,,;,,, �J• ��iA� 0 2015 EASTERN METAL SUPPLY.INC. _����'''��ENSF'✓9' BERTHA HVTM ■ IL A S S A Accordion Shutter System American Shutter Systems N.V.BLADE 1 W OR W10 N.V.WINDOW BLADE&H.V.BLADE Y EV.N OFSCRIPTION DATE DRAWN BY: M.L q'. $TAT OF TILLIT TESTING & ENGINEERING COMPANY Association, Inc. l Gln 11-194 w/l3/1s DATE: 04/13/15 f1•, Q, 44,z 63ss n.w.36th.St..SW.Jos.VIRGINIA GARDprs.FLORM 331 4p68 Westroads Drive 2 —_Ph°nem(305)BZ1a1530_-E°x_:_(30S)BZt-1551— _DRAWING_NO__ 6-mad:111..°�eLanm - West Palm Beach,FL�34O7 3 5-084 ES-0006716 ,A'7Tgnnw1111aFLORIDA De.y 1� WALTER A TILIJr Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE 4x167 a 10 OF 28 -------- ----- POURED CONCRETE OURED CONCRETE POURED CONCRETE OR / POURED CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING C / EXISTING GLASS CONCRETE ANCHOR...I ^- - _ - 2• FAIN EXISTING GLASS ® 16'O.C. ! WN.SEPARATION 1" I ) 2"MIN. TO PASS(SFE MN.SEPARATION I I I MIN.SEPARATION SCHEDULE ON SHEET TO GLASS SEE MN.SEPARATION EQ J]EQ TO GLASS(SEE 12 FOR Ell"OMIO SCS O(� TO GLASS(SEE SCHEDULE ON SHEET 9CHEDlAE ON 51/EEf 1/16"x3"MAX.-�` ON SHEET 28 FOR 12 FOR OIADE 0ANO 12 FOR BLADE(DAND 12 FOR BLADE(DAND (6063-T6) CONT. BLADES O&�/ ON SHEET 28 FOR 1/2" ON SHEET 28 FOR ON SHEET 28 FOR ALUM. CLOSER _ (LOCATE IDE OVDES O&® PLATE. (LOCATE 1/2 I BLADES �A Q�•DESO&Qfj� EITHf7E SIDE AT EITHER SIDE MIN WiA OF SO• ) It- #10.1/2* /2OF ) •F USE 1'OR 2'MAX. �1Oz1/2"S.M.S. I _____ (AS APPLICABLE)x2'zl/8"x0'-2"S.M.Sm 16'O.C. ALUMINUM CLIP ANGLE ® 16'O.0 ----- 4 (6063-T6 ALLOY)AT MIDHEIGHT (I) g1Dxl/2"S.M.S.TOO& 4 _ (2)1/4'0 TAPCONS ANCHORS TO �j SEE DETAIL X FO eDR nTHER SIDE OF Q)(LOCATE AT I DR 1 OR ®♦ SIDE CONNECTION IIIVJJJ SEE DETAIL X FOR I DR ®♦ TO TRACKS SEE DETAIL% FO Q SIDE CONNECTION ®m©•O7 m®"' 0'®"' O ®m©•Q7 m BQ 10'®m m 6 7 m 8 10•®m TO TRACKS SIDE CONNECTION 1 m m 6 7^^8 0•®m 10�®m©•®m©'® TO TRACKS 10.®°'®•®m©•©m 10m®°'®`�©•©°' 1Q.®°'©•®m©.©m ©.O.©m©.7O•®m 6•Q7 •©a,©.Oj .®m ©'7Q•©m©'7O•®' .._ ©.O.©m©'O.®°° ®•®m©•®m®'®m ©•®a©.08m©•®m ®'®°"©•0m�•®m ®•®w©'®m©•®m O8•®m®•©m1®•05m�9 ®•0m®.®at�.05mQ9 END C ECTION DETAIL 10 END CONNECTION DETAIL 2Q END CONNECTION DETAIL 03 END CONNECTION DETAIL A•REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR EXISTING ,.r-EXISTING GLASS CONCRETE BLOCK WALL GLASS 4 4 f REQUIRED M.N.SFPAFL\IION NI 1/2"S.M. - - ______ TO C1AS5(SFE ® 16" .C. AN.SEPARATION 11_ ____ ______ SCHMLUE FOR MADE mON ET CONCRETE 1/2'MIN. SCHTO EDULE S(SE SHEET D ----_-- ---- 12 OR®OR�OR ON SHEET 28 FOR PNCHOR® 12 FOR BIADE ODATD ______ ©OR)TJ OR�OR@ CONCRETE ernD6O)& 12'O.C. I -- --- 5 ON SKEET O&FOR 4 ------ ANCHOR Q & 16' 1/2"MIN. 4 O.C. ------ �--- - _1 2"MIN. -_-_- EQ _ _—_ G OR®OROOR TATIONS OF USE FOR 2"MIN. 2'MIN. ♦ SEE IJMI BEADLE IA ON SHEET 28 OR)3 OR(qOR(5 VIE cJ t\ _e (1�OR �' P� DETAIL X POURED CONCRETE OR OR ®m©.Om�m10•®m 0-0- Z m®'�•®m END INSTALLATION CONCRETE BLOCK WALL O,�®m®•�©•®°' �`®m0.0Q•©m REQUIRED 6.O•©m©•O•®m ©•O•®m©•O•®m 1 HV BLADE OR JKHV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. ©•®m©•®m®•®m ®.®m®.®mom•®m0 END CONNECTION DETAIL SO O ®m® ®m® ®m0 END CONNECTIONEND CONNECTION DETAIL 6 FLORIDA BUILDING CODE Non High Velocity Nurricone Zane \\1\ IFA Q 2015 EASTERN METAL SUPPLY, INC. ��..• BERTHA HVTM ` • �__ 1 L E C O . A.S■S.A. Accordion Shutter System H.V.BLADE 1 W OR W 0 H.V.WINDOW BLADE&N.V.BLADE y American Shutter S stems TILLIT TESTING do ENGINEERING COMPANY •N DESCRIPTION DATE DRAWN BY: M.L. o'• STATE OF 8339 N.W.]61x.St.,St,.303.VRQNIA OARO .FLORO\311 ASSGOICtIQ n. Inti' I DID 11-19� 01/13/15 DATE: OM1/13/15 Phono-:-(705)871-IS}0_._Faz_:_(305)871a1531 4268 Westroads Drive 2 DRAWING No 0 ' FLORID •'C�.'% a� � o —PirBec •—FL07 5=084mR:lamc6oam.cam Wet f•. '` of ED-000779 , — 'S�ON AL�`\\` WALTER A TILL R Jr.P.E. P.E. �'�L'/fd(ii;eRE/DATE FLORIDA uc.A+4167 s 11 OF 28 SCHEDULE #1 SCHEDULE #� SCH D # MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" FAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L (ft.) FOR " (ft.)'INSTALLATIONS 1NST I ATION F-END • NOTES: CENTERMATES. ® & ® or or INSTALLATIONS W/ TERMATES CONCRETE &W/ ONE H.V. LOCK ® or ® or or & _ MANSORY WOOD HDLOCK ®W/ LOCKING R005�or ONE HV LOCK or®or® �W/ ONE HV LOCKS (t) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN CENTERMATES & W ONE HV "T" W/ NO LOCKING RODS W/ NO LOCKING WALL A, B, C, D, E, M, N, O, P, 0, A.S.D. X.ALLO DESIGN PRESSURE GIVENRKTIN . LOCK® Wl"® KIN RODS ®TOP & (SEE NOTE t) ® MOUNTING F. K & L R. S. & V. A.S.D. DESIGN PRESSURE RATING.WABLE SPAN FOR A GIVEN NEGATIVE BOTTOM SEE NOTE FLOOR/CEILING CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD MOUNTING G, H. I, Il & J T. U. W & X WA PROCEDURE T( DETERMINE MAXIMUM SPAN FOR Mnc ws.o. wx.ws.0. DAD ws.D. CONCRETE WALL MOUNTINGS (TOP/BOTTOM)OR FLOOR/CEILING: �� DESIGN INSTALLATIONS PRESSURE WDLL MOUNTING FLOOR/CEILING vx6IING WALL MOUNTING PBLswOe GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. (P.".1.) MOUNTING BATING « ARANO FLOOR/CEUOR MOUNTING Ta'''r') FLOOR/CfEUNG MOUMING DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. (+OR—) (+w—) (+OR—) FLOOR WALL MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, L+ (DJ L-(R) L I (8) L-(R) L 8) L-(0) L+ (R) L-(8) DETERMINE MAXIMUM SPAN'L.-.'FROM SCHEUULE. r OR LES 0"16'-0" 16•-O' I6'-0" 16•- 30 16'-0• 16'-0" 30 16'-0' 16'-0' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10" 15'-2" 16'-0" 35 14'-10' 14•-10' 35 15'-2' 16'-10" 6 MAXIMUM SHUTTER SPAN -L+"OR "L-" FOR MINIMUM DETERMINED SPAN BETWEEN "L+'AND "L-'. 40 13'-10" 13'-10" 14'-2' 15'-2" 40 13'-10' 13'-10" 40 14'-2• 15'-2' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 45 13•-1" 13'-I• 13'-4" 14'-3" 45 13'-1' 13'-1' 45 13'-4" 14'-3' 105 psf.A.S.D DESIGN PRESSURE RATING. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 50 12'-5' 12•-5" 12'-8° 6'-7" 50 12'-5• 12'-5" 50 12'-3' 13•-1" COMBINATIONS IN BETWEEN WALL MOUNTINGS 55 11'-10' it'-td' 12'-I" 12-11" 55__ tt'-to' _tt'-10" 65 ---it-1'- - tt'-if• W/FLOOR/CEILING MOUNTINGS: 60 11'-4" 11'-4' 11'-7' 1 12'-4" 60 11'-4" 11•-4" 60 10'-2" 10'-it' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 65 10'--10" 10'-10' 11'-1" 11'-11' 65 10'-10' 10'-10" 65 9'-5` RATING: 70 10'-6" 10'-6• 10'-9" 11•-5"_ 70 10'-6" 10'-6' 70 8'-9" 9-4" DETERMINE: t HV CORNER CENTERMATE(�3 MAY BE USED AT ALL Lt+= MAX. SPAN FON WAIL MOUNTING INSTALLATIONS. 75 10'-1" f0'-1" 10'-4" Ti;-1" 75 10'-i• lo'-1' 75 - 8'-9' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS L2 SPAN SPAN FOR FLOOR/CEILING MOUNTING 80 9'-10" 9'-10" 10'-0" 10'-9` _ 80 _ 9'-IO" M6'-1 SHALL BE AS INDICATED ON MANDATORY CONDITION 92 INSTALLATIONS. 85 9'-6' 9'--6" 9'-9• 10•-5• 85 9'-•6• NOTE#5, SHEET S. FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE 90 9'-3" 9•-3" 9'-5' 10'-I' 90 9'-3" RATING: 95 9'-0' Q'-9• 9'-2" 9'-10" 95 9'-0' DETERMINE: 100 8'-9' 8'-4" 9--0" 9'-7• 100 8'-9" Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Lz-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 105 8•-7" 7-1," Q'-9" 9•-4• 1056'-7 SEPARATION TO GLASS SCHEDULEINSTALLATIONS. 110 8'-4" T-7" 8'-7" 9'-2' 110 8'-4"115 e'-2" 7'-3' 8'-4" 8'-11' 115 8'-2• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE B'-O' 6'-II" 8'-2" 8'--9' 120 W-0" MINIMUM BETWEEN "Lt+', "f2+", 'Lt--AND 12 125 7'-10' 6-8• 8'-0 8'-5' 125 7'-10' WIND ZONE MINIMUM (4) GO TO ANCHOR SOHEDULE WITH FINAL MAXIMUM 130 7'-Q" W-5• 7'-10' W-1" 130 7'-B' ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7--7' -67 — 7'-9" 7--9" 135 7--7' 6--2' TO GLASS PRESSURE RATING TO OETF.RMINE MAXIMUM ANCHOR 140 7'-5" 5'-11" 7'-7' 1 7-6" 140 7•-5" 5'-11" SPACING. 145 7'-3" 5'-9• 7'-5' 7'-3' 145 7'-3' S'-9" 1 THRU 3 7" 150 7'-2' S'-7' 7•-4" 7'-0" 150 7'-2' 5'-7' 155 7'-0" 5'-5' 7'-2' 6'-9" 155 7--0- 5'-5' 160 6'-11' S•-2" 7'-1' _..e'-7• 160 6,-1 t' S•-2" 165 W-10• 5'-1" 7'-0' 6'-4" 165_ 8'-10' T-1• 170 5'-9" 4'-11" 6'-I1' 6•-2 116 6'-9" 4'-I1" 175 6,-7' 4•-9' 6--9" 61-0• 175 6--7° 4--l- 180 _ _ _6_'-6' 4'-8' 6'-8" W-10" 180 6•-6" 4•-8" 185 6'-5" 4'-6' 6'-7• 5•-8" 185 6'-5" 4'-6` 190 6•-4' 4'-5' 6'_6' S'_6" 190 6'_4• 4•-5- _1� H V BLADE 195 4'-3" 6'-5" 5'-5" 195 6'-3' 4•-3' 200 6--2" 4--2' 6'-4' 5'-3" 200 6'-2' 4'-2" 205 a' FLORIDA BUILDING CODE Hort High Velocity Hurricane Zone A" N,A.TI(Z/'!. m 2015 EASTERN METAL SUPPLY, INC. 0,ENBERTHA HVTM i L E C O N A.S.S.A. Accordion Shutter System H.V.BIAOE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE American Shutter Systems Lv.N DESCRIPTION DATE DRAWN 6n M.L. TILLIT TESTING & ENGINEERING COMPANY "o'• STAT OF =5 N.W.36M.SL,Ste.305,MMINIA GARDENS,FLOR 331 Association, Inc. 1 OLD 11-194 04/13/15 DATE' 04/13/15 Phone (305)871-1530.F.A:(305)871-1531 4268 Westroads Drive 2 DRAWING NO URI .. $— a-mm1.t0mco6om.com West-Palm-Beach,—FL-33407 —3— '"%;,(C[�••.....,..••` `, EQ-0006719 1-=J=084-- ��h,S/ONAI.E\\\\\� WALTER A.TILLIT Jr-P.E. 4 SHEET P.E. SAL'JSIt3NA�U\RE/DATE FLORIDA Uc.Ji 46167 8 2 OF 28 :c .•: .Em IFISI&IqIIIJ IAN ac. 11wmilll :• � • . .:111 •:• ..• •::R-'•�• • ,.. 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SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, As.D. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NE&ATNE PRMM RATING AND A CORREMODINC MOIRCIM TYPE FOR CONCRETE OR CONOREIE BL(1(9C BdSfALaTpNS (SEE MOUNTINGS E.0.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SWILL BE AS FOLLOWS: POURED am I POURED CONCRETE (A) TO EXISTING POURED CONCRETE: (Nin.Vc- 3 ksE) (g)WALL SILL MOON TNG ©CEILING MOUNTING FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX. (Min. fc=3 ksi) SPAN - I/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY.(Mia fc 3 ksi) (ft) A.S.D.DESIGN NEGATIVE IND AS.D.DESIGN NEGATIVE LOAD of A.S.D.DESIGN NEGATIVE LOAD ,f - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 81'FLORIDA FASTENERS DIRECT,INC. (Min.Pc=2 ksi) 30 i0 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 12 to 9 8 6 6 5.5 14 12 10 9 e 8 6 14 12 G 9 e 8 g g TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSIDIS ASSOCIATION,INC. 14 72 10 9 8 e 6 e 14 12 to 9 8 B 6 fi 14 12 to 9 8 9 6 s THREADFORM TECHNOLOGY (Min.f'c=3 Ii) R 14 12 10 9 B B B 8. 14 12 10 9 8 8 8 B 14 12 10 9 8 8 6 5 ALL POINTS SOUP-SEG 14 12 10 9 6 8 0 7 14 12 10 9 8 0 8 6 14 12 10 9 8 B 6 6 BLUE TAP W/CAP NOTES: l4 12 t0 9 B 7 55 3.5 14 12 10 9 8 8 e 8 14 12 to 9 0 B 6 5 TAPPER+ 0.1)MINIMUM EMat31MENT INTO POURED CONCRETE OF TAPCON S I TI I WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/h AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 4'-0" 14 12 10 9 6 B 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 S.S 14 12 10 B 8 8 6 4 14 12 10 9 8 8 6 4.5 14 12 10 9 6 6 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS sOUO-SEr ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 8 b 4.5 14 12 1Gi 9 8 8 0 55 14 12 10 9 6 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 EXIST,AND 14 12 10 9 7.9 S.S 3.5 - 14 12 10 9 B 8 6 S 14 12 10 8 8 7 5.5 4 4 SFE lA6IAT1D1f5 115E FDR 1'MINIMUM FOR WALLS WITH NO STUCCO. I4 12 10 8 . 6 6 8 14 12 10 9 8 8 6 5.5 14 12 10 9 8 e 6 4.5 BLADE©ON SNEEf 78 5'-0' 14 12 10 9 a 7 4 - 14 12 t0 9 8 6.5 5 3.5 14 12 10 e9.5 5 S.S S A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR N 12 t0 9 8 7.5 4.5 - u t2 t0 9 8 e 6 45 14 -12 10 9 8 e 4.5 .75 ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 9.5 7.5 6.5 4.3 - - 14 12 1 10 B 8 7.5 5.5 4 114 12 10 9 8 6 14.513.5 NOTES At)&A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR E1FS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 B. B 6 - 14 12 10 9 B 8 8 5 14 12 10 9 8 6.5 5 3.5 INSTALLATION INTO BFS WITH METAL STUDS SEE SHEET 28A 14 12 10 9 7.5 5.5 S - 14 12 10 8.5 7 5.3 4 J 14 T2 8 8.5 9.5 4 J 14 12 10 9 8 B - - 14 12 10 9 8 6.5 5 3.75 14 12 10 8.5 8 5 4 - (B) TO EYISTING CONCRETE BLOCK:(ASTM C-90) 14 12 B 6.5 5.5 3 - - 14 12 l0 9 e 6.5 4.5 35 14 12 10 8 7 5 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX. 14 12 10 9 8 8 - - 14 12 10 9 8 7 5 4 14 t2 10 9 75 5.5 4 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 7'-0" - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 6 8.5 4 - - 14 12 9 75 8 4.5 3.5 - 14 10.5 7 5.5 45 ,.5 -_ - 14 12 10 AS 7 4 - - 14 12 f0 9 7.5 5.5 4 - 14 12 9 7 7.5 4.5 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC..AND DISTRIBUTED A ALL POINTS SCREW.BOLT A SPECIALTY 14 11 7 5.5 4.5 - - 14 12 10 9 7.5 55 4 - 14 12 9 7 6 45 J _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0' 14 12 10 9 6 6.6 - = 14 12 10 9 6 6 4 - 14 12 10 8 65 5 3.5 - _ 14 12 8.5 7 5.9 3 - - 14 12 8 8.5 5.5 4 , - 25 9.5 8 5 4 S - - NOTES 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS 5 1 1/4'AND TAPCON ib 12 9.5 75 6 - 14 12 9.5 8 6.5 $ 14 12 8 6 6.5 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9S BS 5 3.5 - - - 14 12 10 8 65 3 - - 14 12 8 6.5 5 4 14 12 10 9 8 - - - 14 12 10 9 7.5 4.5 - - I4 12 e5 7 SS 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO T14E CONCRETE BLOCK.NO 14 11.5 7.5 6 4 - 14 11 1 6.9 9_3.5 - It 8 5.5 4.5 3.5 - EMBEDMENT INTO STUCCO SHAD.BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4.5 - - 14 12..g..5 7 5.5 4 - t4 10.5 7 5.5 6 45 - EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 115 B.S 5.5 4 - - - - 14 12 9 7 0 4.6 - - 14 11 7 5.5 4.3 ,.6 - 14 12 10 9 7.5 - - - 14 12 10 6 6.5 5 - - _14 12 8 e s 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10.5 7 5 3.5 - - t3 9.5 9.5 5 4 3 - iii i3 5 4 3 ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SWL.BE AS INDICATED ON 14 11 7.5 5.5 - - 14 115 9 6 5 4 - 2.5 9S 8 5 4 4 NOTES B.1)&9.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, 0.5 8 5 - 14 12 B 6.5 S5 4 - 1S 10 6.5 5 4 3 FOR INSTALLATION INTO BFS WITH METAL STUDS SEE SHEET 2&t 14 12 10 - - - - - 14 12 9 7 6 45 - - 14 10.5 7 5.5 4.5 3.5 - 11'-0 2.S 0.5 5 - 12 9 8 4.5 4 3 9 7 4.5 3.5 3 _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 10.5 7 S.9 45 - - - 1.5 8.5 55 4.5 .75 - - 9.5 7 4.5_ - - 14 t1.5 7.5 0 5 - - 12 9 6 4.5 4 - _ _ (D SEE SCHEDULE BELOW FOR EDGE DISTANCE E.D. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 f0 - - - - - 14 12 a 6.5 S.5 - - - 13 10 6.5 5 4 - - - gnrc DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• 1.5 8.5 45 - 11 8 5.5 4 3.5 - 8 6 4 7 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS TWW THE INDICATED,REDUCE ANCHOR SPACING J.5 9.S 6 - - - - - 13 9.5 6.5 5 4 - - - 0.S 8 S 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 8.5 - 14 10.5 7 SS 4.5 - - 1/ 8.5 5.5 45 SS - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS 7WW MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 12 - - - - - - 14 115 7.5 6 S - - - 12 9 6 4.5 4 - - - FACTOR 13'-0" 0..s e - - - - - - 10 7.5 s 4 3 - - - 7.5 e5 4 3 - - - - I E TAPCON CTUAL TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER + 25 B.5 - - - - - -- 12 9 6 4.5 4 - - - 9.5 7 5 4 - - - - V BLADE OR THREADFORM TECHNOLOGY MIN.SPACING 0 8 - - - - - - 13 9.5 6.5 S - - 0.5 7.5 5 4 - - - - DINCE 14 12 - - - - - 14 10.3 7 5.5 - - - - 11 8.5 5.5 4S - _ _ _ . MIN.SPACING a 3' MIN. SPACING=3' MIN.SPACING e 3 1/2' MIN.SPACING S' 3 J/4' 4' 14'-0' 10 7.S - - - - - 9 7 4.5 3.5 - - - - 7 6 3.6 3 - - - - LAD POURED CONCRETE& TaRaD CON D,& CONCRETE 111Drx POURED CONCRETE& POURED CONCRETE&EOUPED OplpirlE ODNa�fE BLOCK _ CONCRETE BLOCK W,ED.•3 1/2' MN ED.o2 1/2' CONCRETE BLOCK CONCRETE BLOCK WL FD-3 1/Y MW E0.=21/Y 15 0 - - - - - 11 B 6.5 4.5 - - - - 9 6.5 4.5 - - - - - qA) D LDL ED.c3' MIN ED-3 1 MON.ED•3' 7.5 - - - - - - - 12 9 6 - - - - 19.5[74.5 - - - - - 0.90 1.0 0.78 1.0 0.84 1.0 ,,5 10 6.5 - - - - - - - - BLADE WORKING 3 ''0 _2 1/2' - 0.81 1.0 1.0IN UNISON ♦ 2• - 0.71 _ - 0.5110 - - - - - - - 0.5 0 5 - - - -7 1b 8s 55 - - - - - _ 1 3/4e - O � - - - 0'43 - 14 26 9.5 8 - - - - - - - - - - _ - - 16'-0' 1 1/2' 0.35 0.359.5 - - 0.5 7 s - - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone .R A•7...... 0 2015 EASTERN METAL.SUPPLY, INC. ' BERTHA HV- t I L E C O N A.S■S■A■ Accordion Shutter System H.V.BLADE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE American Shutter Systems E1,.H 0-CRIPn9N DATE DRAWN BY. M.L. l' TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD I1-194 04/13/15 DATE: 04/13/15 •O'•, STATE OF •�` 8155 N.W.361h.St..Ste.305.VIRGINIA GARDDIS,FLORIDA 331 4268 Westroads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING LA0 10R1Z •'�� a-men:tiltecuti4o.ccm West Palm Beach. FL 33407 s (C-••.......•••- -�:--- EB-0006719 15-084 ,SS�ONAL��;�```` WALTER A CLLR Jr.P.E $ SHEET -P.E. SDALI IV ATV)MRE/DATE FLORIDA u�.+aa1s7 6 14 OF 28 MAXIMUM ANCHOR• SPACING (jn) SCH E FOR A •RTN MAX, SH T TM SPANA.S.D. DESIGN NEC.AD 0 ANDA ORRESPONDIN MO 1NTIN TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS I.A N k L ON SHEET 7) POURED CONCREFE PotlFi0 NCRETE BLOCK ANCHORS SPACING LEGEND MA7�111M I WALL(OVI]T& 1 TRENCH QRAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING I(I)WALL/WALK OVER MOUNTING SPAN AS.D DESIGN NEGATIVE LOAD CR (ry (pa/) A.S.D.DESIGN NEGATNE LOAD(par) AS.O.DESIGN NEGATIVE LOAD(par) AS.D.DESIGN NEGATNE LOAD(p.0 N WITH D TAPCON WITH ADVANCED 30 40 60 75 90 120 160 1205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 2oS THREADFORM TECHNOLOGY ' 14 I2 10 9 B 8 6 s L12-- 2 12 12 12 12 1.5 Bs &5 7 7 7 7 7 7 7 65 s 5 s s s 5 s s ALL POINTS SOLID-SET 3'-0" 14 12 10 B B B B 6 12 12 12 I2 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LI55 14 12 10 B 8 8 6 8 I2 12 12 12 O.S 0 8 4.5 7 7 7 '7 7 7 7 8.5 5 5 S 5 5 5 S 5 BLUE TAP 14 12 10 B 8 e 8 6 12 12 12 12 12 10 7.5 0 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 B 8 8 6 B 12 12 122 1.5 85 8.5 6 7 7 7 7 7 7 5.6 4 5 5 5 5 5 5 5 4 4'-0' 14 12 IO 9 8 8 8 8 12 12 12 12 12 9.5 7 5.S 7 7 7 7 7 7 7 7 S 5 8 5 5 5 5 5 14 I2 10 9 8 9 B 8 t2 13 12 9.5 B 6 I J.5 7 7 7 7 7 7 6.5 5 5 5 S 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 3.5 4 7 7 7 7 7 7 7 5.5 5 5 5 6 5 5 5 5 14 12 10 9 8 8 8 6 12 12 12 11 B 7 5 4 7 7 7 7 7 5S 4 3 5 5 5 5 5 5 4 -3- 5'-0'J,4 10 B 8 8 8 8 12 12 12 12 10 7.5 3.5 4 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 S 10 9 8 8 8 8 12 12 g.5 7.5 8 AS 3.5 - 1 7 7 7 7 10 9 6 8 6 8 12 12 12 9.S 8 8 4.5 - 7 7 7 7 7 7 5.5 4 S 5 3 5 5 5 5 4 * SEE ANCHOR 10 9 8 8 6 6 12 12 1S 9 7,5 5.5 4 3 7 7 ) 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 10 9 8 B 6 8 12 12 12 10 B B 4.5 3.5 7 7 7 7 7 7 7 7 5 5 55 55 556'-0` _ ON SHEET 14 10 9 8 8 8 6 12 13 8 B 5 { 3 7 7 7 7 7 5S 4 5 5 5 5 5 5 4 J 10 9 8 8 B 6 12 12 10 8 6.5 5 .7a - 7 7 7 7 7 8 4.5 - 5 5 5 5 5 5 45 10 B 6 8 8 6 12 12 10 0 6,5 5 3.5 - 7 7 7 6.5 5.5 4 5 5S557'-0" 10 B B 8 6 8 12 1212 8.5 1 5 4 3 7 7 7 7 7 7 7 6 5 5 S 5 5 5 5 10 9 e 8 6 8 12 10 8.5 9 4.5 3 7 7 7 7 6.5 5 3 5 5 5 S 5 3.5 3 14 12 10 9 8 6 B B 12 12 8.5 7 5.5 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70. -75 14 12 10 9 8 8 6 - 12. 12 8.5 7 5.5 4 3 - 7 7 7 S5 4.5 3 - - 5 5 5 5 4.5 J.s - - PSF A.S.D DESING PRESSURE.. 6,-O• 14 12 10 9 8 B 8 - 12 12 0.5 7,5 8 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 6 6 5 6 RATING & FOR SPANS PER 5 12 10 9 8 8 6 - 12 9 6 4.S 4 .7 - - 7 7 7 7 5.5 4 - - 5 5 3 5 5 a J -_ SCHEDULE S, SHEET 12 ___._ .- _.._. _. __.._ _.. _. _ 14 12 10 B B B B - 12 11 7.5 6 S .7S - 7 7 7 7.5 6 4.5 5 5 S 5 5 4.5 - 14 12 10 9 8 6 - - 12 1.5 7.5 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 9,_O. 14 12 10 0 8 8 - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 6 5 5 5 14 12 10 9 8 8 - - 05 B 5 4 3.5 - 7 7 7 6 5 3.5 - 5 5 5 5 5 4 3 14 12 10 9 8 8 - - 12 10 6.5 5 4.5 - - - 7 7 7 8.5 5.5 - 5 3 S _ii-_S ,4 -- - 14 12 10 9 8 8 - - 12 0.5 7 5.5 4S 3.5 - 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 8.5 6 5 J.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 14 12 10 9 8 B - - 9.5 7 4.5 3.5 3 7 7 7 5.5 4S - 5 5 5 5 4.5 3.5 - ___ __571 _..._ ... ..- __- 14 11 10 9 8 8 - - 12 9 6 S 4 7 7 7 6 5 5 5 S 4.S S 14 12 10 B 8 8 - - 12 g.5 6 5 4 3 7 7 5 4 J 5 5 4 3.5 11•-0`14 12 10 9 8 8 - - 12 10 7 5.5 4S 3.5 - - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 5 4 //I"��\ 14 11 10 9 B 8 - - 8.5 6.5 { 3.5 3 _ _ _ 7 7 6 5 4 _ _ _ 5 5 5 5 , 1 I / H V BLADE ONLY 14 12 10 9 B 6 - - 11 8 5.5 4 - - - - 7 7 7 55 4.5 - - - 5 5 S S4.5 - - - 14 12 10 9 8 - - - IS 8.5 6.5 4.5 J.5 - 7 7 4.5 3-5 - 5 5 4.5 J.5 3 12'-0`14 12 10 B B - - - 12 9.5 6.6 S 4 3 - - 7 7 7 7 7 6 3 - 6 5 6 5 6 5 4.5 3.5 14 12 10 8 e - - - e B 4 3 7 7 5.6 4.6 J.5 - 5 5 5 4.5 4 J ._. - - - - _.__ .__ _ 14 11 10 9 B - - - 10 75 5 4 7 7 B 5 5 5 5 5 4 14 12 10 8 0 - - 0.5 B 5 4 3,5 - 7 8.5 4.5 3.5 - 5 5 4.5 3.5 3 13•-O` I{ 12 10 9 8 - - - 1.5 8.5 6 4.5 3.6 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3S 14 12 10 9 5 - - - 7 5.5 3.5 3 7 7 5 4 3 5 5 5 4 3 14 11 10 9 8 - - - 9 7 4.5 .75 - - _ - 7 7 5.5 4.5 - - - - 5 5 9 {.S 4 - f43 14 12 10 9 - - - - 10 7.5 5 4 3 7 8 4 3 5 5 4 3 14'-0"N 12 10 9 - - - - 0.5 B 6.5 4 3.6 - - - 7 7 7 7 7 4 - - 5 5 S 5 5 5 14 12 10 B - - - - 8.5 5 3 , 7' 7 5 3.65 4142 10 9 - - - - eSBS 4 - - - - _ 7 7 5 4 5 5 5 - -14 12 10 - - - - 9 7 4.5 13 - 7 S.5 3.5 - 5 S J.51412 10 - - - - - 0 7.55 - - 7 7 7 7 7 JS - - 6 5 5 5 5 5 14 12 10 - - - - - 6 4.5 3 7 7 4.5 3 5 5 4.5 3.5 - 14 12 10 - - - - - - - 7 7 5 - - - - 6 5 4 -14 12 10 - - - - - 6.5 BS 4 - - 7 9S J.S - - - - - S 5 3S - - -16'-0" 14 12 10 - - - - - 9.5 7 4.5 - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3.5 - 4 2 10 - - - - - 7 6.5 4 3 5 4 3.5 - 14 12 10 - - - - - 7.5 5.5 .75 - - 7 7 4.5 - - - - - 9 5 4.5 - - - - - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �. �. ©2015 EASTERN METAL SUPPLY. INC. " �•`` �cR ....... ''�,��•• •• J BERTHA HVTM A■S■S■A■ Accordion Shutter System N.V.RAGE III W OR W/O H.V.WINDOW BLADE&H.Y.BLADE :* American Shutter Systema REV.W DESCRIPTION DATE I DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD I1-184 04/15/15 DATE: 04/13/15 STATE OF :tom 6]35 N.W.361h.St.St..305.41RGWA GARDENS.FLONM 3J1 Ty Mone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 90' DRAWING No-FEOR��P•'�: q.-Mail: West Palm Beach, FL 33407 s ., •(�•(.�., (�' r`�� :-- EB-OW6710 -1-5=084- NS -5-084- E/ WALTER A. Le p 44167E 5 SHEET P.E. W iCH2E DATE 6 15 DF 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 SHEETS 18 & 19) !EE3 LJ B � TF=;;ZATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIRSOUTH 1/2' MIN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL'MOUNTINGS (ft) M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N.W & X W & X W & X A.S.D.NEGATIVE DESIGN LOAD(Psf kS.D.NEGATIVE DESIGN LOAD(pfjLS.D.NEGATIVE DESIGN LOAD(pd kS.D.NEGATAE DESIGN LOAD(IDO A.S.D.NEGATIVE DESIGN LOAD(psf S.D.NEGATIVE DESIGN LOAD(psf kS.D.NEGATIVE DESIGN LOAD(Paf 30 40 60 75 90 105 30 40 160175 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 30 40 60 75 90 105 -0"OR LESS 12 10 110 9 8 8 6 6 1 6 6 6 5 12110 10 9 8 8 6 6 6 1 6 15 4 12 10 10 1 9 8 8 6 1 6 1 6 4.51 4 1 3 6 1 5 4 1 4 14 3 4'-0" 12 10 10 9 8 8 6 6 1 6 5 4.5 4 12110 10 9 8 8 6 6 5.5 14.513.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12110 10 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 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12110 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 10 9 6.5 4 6 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 - 5 4 2.5 2 - - 6 5 4 4 - - _ 8'-0" 12 10_ 10 7.5 4.5 3 6 5 3. 2_.5_ 2 2 12 10 10 _5.5_ 3 -_5.514 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 9'-0" 12 10 10 9 3.5 - 6 4.5 3 2 2 - 12 10 8.5 h - - 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 J- 3.5 2 - - - 12 10 3 - - 3.5 2.5 - - - - 6 5 - - - - 11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 12 103 2 - - - - 6 5 - - - 13'-0" 12 10 - - - 4 3 - - - - 12 10 - - - - - - 12 7 - - - - 2.5 2 - - - - 6 414'-0" 12 10 - - - - 4 3 - - - - 12 7 - - - - - - 12 5 - - - - 2.5 2 - - - - 15'-0' 12 - - - - - 3.5 - - - - - 12 - - - - - - - 15 - - - - - 2 - - - - - 6 - _ - - 16'-0" 12 - - - - - 3 - - - - - 12 - - - - - - - 11 - - - - - 2 - - - - - 6 - - - - + NOTES ON ANCHORS REQUIREMENTS* WOOD SUBSTRATES 1.ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SKIUl BE AS FOLLOWS: 1/4'0 TAPCOBUILDE W MINIMUAPCONM WITH ADVANCED TTRATIO"ORM TECHINDICATED AT ANCHORS,IO MANUFACTURED & H V BLADE 0 R H V BLADE W,1 I.T.W.TION:S W/MINIMUM 1}HREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 B 19. EXCEPTION:SEENOTE 2 BELOW. HV WINDOW BLADE WORKING IN UNISON 2.ANCHORS TO HOLLOW N.D.S. SHALL BE AS PER MOUNTING TYPE U.SHEEP 19 AND SF1N.L CONSIST OF LAG SCREWS AS PER N.D.S.2012 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ♦ SEE UM ATIONS OF USE OF -SOUTHERN PWE N.2 W/G=0.55(N.DS) BLADE(DON SHEET 28 -DOUGLAS FIR W/G=0.50(N.D.S.) -SPRUCE PINE FIR NORTH W/x.43(N.D.S.) -SPRUCE PINE FIR TH SOUW/6=0.36(N.D.S.) -MIN. 1/2COX PLYWOOD(19116 APA) 4.ANCHORS SWILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. N.TFLORIDA BUILDING CODE Non High Yelocit Hurricane Zone It� (('T�Ai, ©2015 EASTERN METAL SUPPLY,INC. N •.. / ! �% BERTHA HVTm Accordion Shutter SystemIL ECOm�. A S S A■ H.V.BLADE 11 W OR W/O H.V.WINDOW BLADE k H.V.BIDE /.1 *= American Shutter Systems EY. DumpnoN DATE DRAWN BY. M.L TICCIT TESTING & ENGINEERING COMPANY Association. Inc_ i OLD 11-194 04/13/15 DATE: 04/13/15 -o'. STATE OF rc�T 6J Phon364h. 5 )871-1530.Fax 35) 871-1s31331 4268 Westroads Drive 2 g f P 0-mal Gltecocaol.wm West Palm Beach, FL 33407 s DRAWING No C v 1-5-08.4- 110/FSSIO...;•`�xX% ALiTER u IIIJ,,P.F s SHE ET 4AIkiURE/DATE 6 16 OF 28 MAXIMUM ANCHOR+ SPACING ('Ln.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN. NEGATIVE A.S•D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) L_J B :E� T F=:;;�Z -n-,-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 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY MAXIMUM D U GGLASOIR W/ W/ MIN. G=0.43 W/ MIN. G=0.36 I.T.W.BUILDEX W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 16& 19. SPAN 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 S &V S & V S & V LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. A.S.D NEGATIVE DESIGN LOAD(Psl D.NEGATIVE DESIGN LOAD(PO ASD.NEGATIVE DESIGN LOAD(pf 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: '--- - ---'--- '_" -SOUTHERN PINE ND.2 W/G=0.55(N.D.S) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 -DOUGLAS FIR W/G=0.50(N.D.S.) 3'-0' OR LESS 12 12 112 112 112 12 12 112 112 11212 12 12 12 12 12 12 12 -SPRUCE PINE FIR NOMI W/0-0.43(N.D.S.) -SPRUCE PINE FIR SOUTH W/G-0.36(N.O.S.) 4'-0" 12 12 12 12 12 12 12 112 112 12 12 12 12 12 12 12 12 12 -MIN. 1/2 COX PLYWOOD(1986 APA) 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 4.ANCHORS SIW1 BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 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 8'-0" 12 12 12 12 12 12 12 12 12 12 10.5, 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 10. 12 12 12 11 9 1 8 12 12 9.5 7.5 6.5­6 10'-0" 12 12 12 12 11.519.5 12 12_.1.2 10 8 7 12 12 8.5 7 6 5.5 - - - - .. ..._._ ._._-.... _ 11'-0" 12 12 12 12 10 8.5 12 12 1.5 9 7.5 6.5 12 12 8 _6 5 5 12'-0" 12 1 10.5 8 7 6 12 11 7 6 5 4.5 _ 13'-0" 12 12 112 10.5 8.5.7.5 1_2 12 9.5 7.5 _6 5.5 12 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5 B fi 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0" 12 112 11 19 7.5 5 12 12 8 6.5 5.5 3.5 11.51EI.51 6 4.5 4 3 16'-0" 12 112 110-98.5 6.5 4 1.5 12 8 6 4.5 3 11 8 - n HY BLADE ONLY (IUH111Wf FLORIDA BUILDING CODE don High Velocity Hurricane Zone 14Z/J•i,�i m 2015 EASTERN METAL SUPPLY.INC. 4 BERTHA HVTm A■S■S■A■ Accordion Shutter System H.V.BLADE III W OR W/O H.V.WINDOW BLADE&N.V.BLADE � i.T: a American Shutter Systems OEscB�TOH DATEDRAWN er: M.L.'C•' �OF :rK,�` TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-194 IN/IS/1s DATE: 04/13/15 ••. F 03"R.w.=11.se.St..300,wLGNIA GARENS.FLOMDA 331e Ph.. :(305)871-1530.Fax:(305)e71-1531 4268 Westroads Drive z DRAWING ND -''-FS `"•--�••••'•1G�` ®DQ�so19Laar.DPalm Beach, FL 33407 s pS�QN1Al LF1`1A�A`� WALTER A TLLIT Jr.P.E. 4 -15-084----- FLORIDA LIa. g 44 67 5 P.E. SEAL)SIGNATURE/DATE SHEET e 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n 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 Rsf. .S . DESIGN PRESSURE RATING. SEE SHEEI 28 FOR MAX SPAN & 1/4'o TAPCON OR SIGN PRESSURE RATING FOR INSTALLATION WITH BLADEQ) & -WORKINGUNISON 1 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY J 1/4'0 TAPCON OR W/1 1/2" Min.PENETRATION A TAPCON WITH ADVANCED OF THREADED AREA TO 1HREADFORM TECHNOLOGY EXISTING WOOD HEADER. W/ 1 1/Y Min.PENETRATION E SFPMATION I 1 OR I j I \ (SFE SCHEDULE ON SHEET 16) " OF THREADEMN D AREA TO II{` •"': EXISTING WOOD HEADER. I TO O.ASS(SEE SWSHEET �� (SEE SCHEDULE ON SHEET 16) W ON I-- 12 FOR HADE(1�AW I'Mn.- 1/4'0-2023/4"S.S.MACHINE SCREWS EXISTING 1 Ws�VT�2&8 NRR 5.R 18 w/ 1 /a'-2o MOTs® 1z'D.C.o.c. uss--! � ® I' i OR Q I WALL I FINISH .< WAIL I • ,•.Y._' FINISH i °�'.z NI IL .x., Imo_01,11ONAL ..n.,a i ;•:.EXISiINC MIN. '.^,,. '?;: -WALL ��I,,,JJJ I I M �•: \ ot+� 2"x4'WOOD I I I .,^•r;}..% FINISH HEADER REQUIRED I I 1 DR �� 1 2Ix4'+WO ID ns 1/4.0 TAPCON OR EXISTING1 HEADER REQUIRED 1 - TAPCON WITH ADVANCED GLASS— MN.(sF:pS�nC I I i I I 1 1 THREADFORM TECHNOLOGY SrJTO OLA ON MIN.SEPARATION I i I 2'x4"CONT. SILL W/1 1/2'Nin.PENETRATION 12 FOR BIME(1 VYIU I ] TO CUSS PLATE REO D. MI THIN OF AREA iYXt I I EXISTING ffi"--(SEE SCHEDULE I _ MIDINOF WOOD PLATE. & I CLASS—) ON SHEET 12) ! I I (SEE SCHEDULE ON SHEET 16) ®HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION CO HV WALL SILL INSTALLATION 0 MIN.SEPARATION � EXISTING MIN. SEPARATION TO GLASS GLASS _T—MIN.SEPARATION —V I TO GLASS I�(SEE SCHEDULE-- I TO GLASS r 1 EXISTING t—(SEE SCHEDULE I 1 EXISTING I ON SHEET 12) I ,; WOOD PLATE (SEE SCHEDULE I GLASS ON SHEET 12) I z CLASS—h REO'0. ON SHEEP 12) H 1/4'0-20x3/4"S.S. Me 9 1/4"0-20x3/4'S.S. MACHINE SCREWS 1 --A-� MAGI TINE SCREWS W/ I I, G USING 1/4"-20 NUTS �•i'"�� v � 1/4•-20 NUTS O wAu B ® 12"D.C. ^'" FINISH I I '•A _ I.I l v OR 18 I �"` 17 oR 18 —.OR 1 1 OR i„ 2'24'CONT. _ --E ( OR W000 PLATE ) ED- 4"0 q OR TAPCON OR 1 1'Min. 1 YAPCON WITH ADVANCED ' 1/4.0 TAPCON OR .1/4"0 TAPCON DV 1 TF1ftEMFORM TECHNOLOGY - TAPCON WITH ADVANCED IN WITH ADVANCED W/1/2"Min.PENETRATION OF THRFAOFORM TECHNOLOGY N9SE,E SF,SNECAn,0YNWSAYYATN0 TYPICAL 2'x4'CONT. THREADFORM TECHNOLOGY THREADED AREA INTO PLYWOOD. •4?7 W/ 1/2"Min.,PENETRATION OF SHUTTE . SILL PLATE W/ 1 1/2'Min. PENETRATION ? (SEE SCHEDULE ON SHEEP 16) THREADED AREA INTO PLYWOOD. 2-MOUNTBE REO'D. = WA,T, MI TIN AREA O ®1 6N O MIN.2"AX.RE'O.DS (SFE SCHEDULE ON SHEET I6) COMBINFINISH (IDWIOTH OF WOOD PLATE. )1/2'MIN.COX PLYWOOD REQ'D. PLWl00D TO BE ATTACHED TO 1/2'MIN.CDX WALL FINISHSUR AION. SEE SCHEDULE ON SHEET 16 EXISTING MIN.2'x4'STUDS® 16'O.C. MAX.REQ'D. STUDS IN ACCORDANCE WITH PLYWOOD REQ'D. (IDHV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE UMRATIONS OF USE OF WITH SECTION 2322 OF THE F.9.C. GIME IA ON SHEEP�e ©HV WALL SILL IN ®}1V WALL SILL INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �YYYYa11,,,,ATr ��// ©2015 EASTERN METAL SUPPLY,INC. �,.•��,��.. N T14 BERTHA_ A■S■S■A■ BERTHA HVTM `s�P CEN `' Accordion Shutter System I L E C I N G. H.V.BLADE 1 W OR W/O H.V.WINDOW BLADE do H.V.BLADE *•;• / (� :"k= American Shutter Systems LV,N 11ESOMPTION DATE DRAWN BY. M.L. TICCIT TESTING & ENGINEERING COMPANY .W.36th.SL,Ste.305.VIRGINIA GWENS.FLORVA 3316 A9lOCIOttOne Inc. 1 OLD tt-1s4 04113/f5 DATE: 04/13/15 6355 N a' STATE 8f` eF Phone:(305)871-1530.Fax:(]05)071-1531 4268 Westroads Drive 2 DRAWING No m n:_DnA�000el.rom West Palm Beach, FL 33407 3 "Z6RIDP ������— e- eEB-00007 1-5-084.......... WALTER`��` WALTER A TILUT Jr.P.E. 5 SHEET P. l6fiZ�/DATE FLORIDA Uc.( 44167 6 18 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (n HV & I& 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 psf. A.S.D DESIGN PRESSURE RATING SEE S EET 28 FOR MAX SPANA.S.D WALL FINISH DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & 1A) WORKING IN UNISON 1/4'0 TAPCON OR TAPCON WITH ADVANCED —EQ EO 2"MIN EDGE IF APPLICABLE) THREADFORM TECHNOLOGY 4'z8'(Min.)EXISTING W/ 1 1/2'Min. PENETRATION WOOD BEAM REQUIRED. "-- OF THREADED AREA TO STRUCTURAL ADEQUACY EXISTING WOOD HEADER. 1/4'0-20x3/4"S.S. OF EXISTING WOOD BEAM _ EXISTING WOOD (SEE SCHEDULE ON SHEET 17) PHILLIPS TRUSS HEAD TO BE RED ENGINEER BY _ TRUSSES OR 1'Min.- ACHINE SCREWS REGISTERED ENGINEER OR E t/2' 1/2' RAPIER® 24' 9 rE0 EO W/ 1/4'-20 NUTS ARC HTI_CT"PRIOR TO ._ O.C.REQUIRED SHUTTER INSTALLATION. 1/4.0 TAPCON OR EXISTING 3DFFl7 1 oR 1$ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY i 3/4"Max.THK. H .250" W1 1 1/2'Min.PENETRATION 4 Max. OF THREADED AREA TO 014x3/4" EQ EO _ 1'x4"x1/B'CONT.PLUM.TUBE EXISTING WOOD BEAM EQ Q S.M.S. -" (6063-T6 ALLOY)W/ OPTIONAL (SEE SCHEDULE ON SHEET 16) ®6'O.C. I or.@ Or $ EACH/1RAFTE ORS7RU TO Or Q Or 15 LOCATE LAG SCREWS AT :y I I MIDWIDTH OF EXISTING WOOD EXISTING MIN 2•x4' —O I I I 1_J MEMBER,(2'Min.NOMINAL WIDTH) EXISTING--4 HEADER REO'D MIN.SEPARATION I OPEN HOLE AT EACH W/2"Min.PENETRATION OF GLASS II TO GLASS 1 I SND TO ACCEPT II THREADED AREA.VAUD FOR (SEE SCHEDULE ON SHEET 12) I EXISTING I 5/16.0 LAG SCREW I� INSTALLATIONS WITH 72 pd 1 AT CENTER OF TUBE. I MAX.A.S.D DESIGN LOAD AND IMM.SEPAROCIN U O sAn.(SEE mt 5 DMN H MSTALLATIONS1 ONLY VALID (S HV WALL HEADER INSTALLATION AON DE ro aA� I cRnvm of osoles ooucws 12 o,,.Dc, Exlsnrvc -1 9.]EAAE w s(i'Tr I I I I y� ® GLASS- -i 1z��9eE7 m FIR OR SOUTHERN PINE No.2, NOTES I 11UOLS 1 n I i 1 OR �� TSArts 1Qe® I 1 OR OR EQUAL. I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, -" 2-MOUNTING IN ANY WAY TO SUR ANY INSTALLATION° T�HV CEILING INSTALLATION OU HY CEILING INSTALLATION li MN SEF RmaN ____0 GR ®� I MIN"SEPARATION I I 10 aA55(SFE li MIN.SEPARATION I I ,9]EDUE 01 SHEET SE TO GLASSLE I TO GLASS __ I EXISTING I 2 R 28 itfl (ONESME[:�12) EXISTING �_—(SEE SCHEDULE ON SHEET 12) I ' GVSS\ I RAMS&fU)i I I I I GLASS-"-p --O yl I WROF NA CHOR I I EXISLOCATONG2"z6"MIN.W00DFlH II _�3/e'wrv. 1Oz3/4'HE% DECK REQUIRED 9 " WASHER HEAD TEK (NO FINISH ALLOWED) MazSCREWS O 12'2'x6'MIN.WOOD7- DECK REQUIRED(NOEDGE OF DECK 13 OR© FINISH ALED) IF APPLICABLE `Y: -EQ EQ -1/40-2Dx3/4"5.5. EDGE OF DECK ' "0 F,H.TAPCON OR 1/4'0 7APCON OR I' PHIWPS TRUSS HEAD IF APPLICABLE GE TAPCON WITH ADVANCED EAD RM TECHNOLOGY TAPCON WITH ADVANCED Min. MACHINE SCREWS OF FOTHREADFORMTECHNOLOGY W/1/4'-20 NUTS 2,MIN. 2 MIN. DECK IF 11/2"Min.PENETRATION W/ 1 1/2"Min. PENETRATION 0 12"O.C. ""- APPLICABLE " THREADED AREA BILL ptA� = OF THREADED AREA O 1/4.0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY MIOWIDTH OF WOOD PLATE. WRE.'.D. MID WIDTH OF WOOD PLATE. W/1/2'Min"PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) (SEE SCHEDULE ON SHEET 17) (SEE SCHEDULE ON SHEET 16) ♦SEE UTOO.NS OF USE OF �' SEE to ON SHEET 28 J HV WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATION *HV FLOOR INSTALLATION FLORIDA BUILDING CODE tion High Velocity Hurricane Zone `4)Ll 11/ ®2015 EASTERN METAL SUPPLY, INC. A.Tit Al Jam'- EBERTHA HV- NSF''.� ' A S S A Accordion Shutter System ■ ■ ■ ■ 1 L E C 1 NH.V.BLADEill W OR W/O N.V.W NDOW BLADE k N.V.BLADE *- American Shutter Systems w. 6EscRIPnaM DATE DRAWN M.L. : TILLIT TESTING ENGINEERING COMPANY -o'•, STATE OF ;��� 055 N.W.381h.s1..sLa.Sas,vwoNu rsAmETs.ELORQN ase Association. Inc. t XL1 tl-ts4 w/13/1s DATE: 04/13/15 42 Phona:(305)871-1530.Fox:(305)871-1531 68 Westroads Drive 2 DRAWING No Op�LORI o-mcil: West Palm Beach, FL 33407 3 15-084 r..::-E � wuTEES-00008719-T J,P.E -4- P.E.� tL'�610N�1�L1RE/DATE FLORIDA LLe.Q 441fi7 6 18 OF 28 END INSTALLATIONS (1n HV & 1-A HV* BLADES INTO 2"x4" MIN WOOD STUDS 2'.4'MIN. 4 WOOD SIUUS. r 1/4'0 TAPCON OR TAPCON (AS APPLICABLE) \ /r ADVANCED THREAOFORM 2'tb'MIN.WOOD STUDS REO0. VW MIN. \ / TECHNOLOGY ITW BURDE% 'L ' .M WOOD STUDS. ANCHORS O 8.O.C. 2•.4•MIN.WOOD (AS APPLICABLE) WALL. \ / W/1 1/2•MIN.THREADED :�t —1 REO'D. \\ / FINISH W1 INTO STUDS OR PLL W/WN.1/2'THREADED " ) \ / EXISTING GLASS `>• I^ PENETRATION TO 1/2'COX ,\ F; FINISH PLYWOOD)E NO STUDS EXIST. —EXISTING GllSSxxIXISONG GLASS EXISTING GLASS MN.SUVIRpTION ?' 1/2'NIN CD% T ro(SASS(SE ipy•.�t ... 1 2' N.COX PLYWDOD. v5A I 6 SaEDUS ON SHEET •1...OV"a=.,� .(:.'x4 / PLYWOOD. T4`'Y arc+r`d'�t`'w A �, NN.SFPWUUQV MN.50•AR1TlON c� MR SEPARATION n. 12 ff%t H/IOE(1)AI® :•�� •:.,. ro GLASS SEE ro CMA(SEE 1/2'MIN.CD. _ •'ti, ro QASS(SFE ON SHEET 28 FOR 1/I6'%J' SVlDULE ON StEET `¢yG'+�{,a .• SCHEDULE ON SifEi PLYWOOD. - .�}.3.. Y2kLllE ON 941 SLAMS mh 19 (Gass-T-)CONT. FlNIsH i/2'MIN.COX 12 FOR MACE 0AND 12 TUR DLAOE(OAND 1/2 x 12 Fat fiAOE mATi1 ALUM.CLOSER PLYWOOD. ON SHEET 28 FOR • ON SHEET 28 FOR ON SHEET 28 FOR 1/2'MIN. PLATE.(LOCATE 1/2' DAMS(0&® WAI. RACES(D&0 )_.. OADFS©&0 AT EITHER SDE MIN FINISH •u2,•to z'Mu. OF 4O) I (�'WiT2'Ad,EJ.111y15'Z .010.1 2•S.M.S. - ��tTp kIRC -—- Cc0a1-m Miu,T•r..u�Exuq Ots .C. I/2'S.M.S. ale - - D)/1a+/z•sMs ro(.T 016 O.C. ! ),/4•,TWCpm OTF --- 4 rR.r�Ca'N.ml Tim«a c 1 OR®� 4 f -m o(D SFE DETAIL X TOIL/ SIDE CONNECTION SEE DETAIL X FOR I OR®� TO TRACKS SEE DETAIL%FOR. ©a��O6 7 8 1 SIDE CONNECTION �a©•OoOa�O•®o 'Q B 7 8 10 •AO��O�'®a TO TRACKS ��\ `> SDE CONNECTION ®�® • ©a© Q�' 10,®u®''Yl�Y-©'©°' �' •O°'�"Y_f"43a 'V"��'�1'�©'©� TO TRACKS lop. Q•Q'©�lV'0•®� IOv®u�•�a©.®e ©,0,©v©•'l•®- @-0•©�Q•I�7•®� SND CONNECTION DETAIL Q CONNECTION DETAIL® END CONNECTION DETAIL SND CONNECTION DETAIL EXISTING GLASS 1/4.0 TAPCON OR TAPCUN 1,.,.END TAPCON OR TAPCON EXISTING ♦REOUIRED ONLY FOR SPANS GREATER IliAn 12'-0' T WITH ADVANCED THREADFCRM WITH ADVANCED THREMF'OR ( �C1A55 TECHNOLOGY RW BUIIDEX TECHNOLOGY ITN EUILDEX )"- --�- 2'x4'MIN.WOOD ANCHORS W/1 1/2'WN. ANCHORS W/1 1/2'MN. MN.SEPARATION STUDS REO'D. INTO Sm P072AU011 THREADED PENET2*O.N /1001/2'S.M.S. WN SEPARATION ♦ SEE LIMITATIONS OF USE OF M�(� INTO SKIDS O IZ'O.C. IMO STUDS O Iz'O.C. Yl6 C. r aEwA�( O 4 BLADE 8 ON SHEET 28 M12 W ON SEEr 12 FOR ET 2a FOR ,( ;. 12 FOR ET 2a(I)AND 4 W SETT 7H iM '�I ��lON IlAD6(D A Vin'1/2-MIN l I �`J OMS1(D&(9 - -- - _ aA 6 OR®OR(DOR 1 'MIN. ----- � 5 2'MI � -- 4 . 01 OR 4 .:.�c^,:: c:•.�`�5:�. Ati•;. y 6 OR®OR�012 ©DR13pRt®DR� 0406.07-60 to WAA FINISH 2•.4•MIN .wood wAu'I ®•BO'07 a eon w•®� VIEW Y 10a®�©•Q�w©.�. STUDS REO'D. FINISH PLAN ©•Q•©'©'�'®� ©'0'�O1©•U'®� BO'®�®•®a�•® ©'®'®'®'®'® DETAIL X END CONNECTION DETAIL 11 END CONNECTION DETAIL @ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) PA:T144 If"" ©2015 EASTERN METAL SUPPLY, INC. �Q`'•' �9'% BERTHA HVTM IL EC O �N�. A.,S.S.A. Accordion Shutter System American Shutter Systems H.V.81ABE 1 W OR N10 H.Y.VANDOW BLADE&H.V.BLADE *: c TILLIT TESTING & ENGINEERING COMPANY Y Ev. DESCRIPTION DATE DRnwN Erc: M.L. STATE OF OM RIK 301h.SL.St..305,VIRGINIA GARDENS,iLORM MI Association, Inc. 1 OLD 11-174 04/13/15 DATE: 04/13/15 Ph..'.:(305)871-1530.Far:(305)871-1531 4268 Westroads Drive z O� —FLORt01:'��`�—' e=mall.liltaco®0ol:c0m m West-PalBeach-FL 33409 —s— DRAWING No ...........`G' EB- 6719 15-084 ''AA N A� WALTER A.TILUT J..P.E. 4 P.E. S'�'AItO61GNATlyRE/DATE FLORIDA U0.1 44167 s SHEET 6 20 OF 28 « �®•05 M * NOTES ON HQ LOCKS AND CENTERMATES: Oa®� 1. MANDATORY CONDITION 1. ONE(34 H.D. LOCK SHALL BE USED FOR ���2)•s(� ANY SPAN AND INSTALLATION AT HEAVfDUTY SYMMETRICAL CENTERMATES, HOA—HVA Hra�— Nv9�,oa 01 OR 32)+3 AND AT ANY ELEVATION. 34 H.D. LOCK MAY BE USED AS AN INSID OR UTSIDE LOCK, ATTACHED Ii5 HEAVY DUTY SYMMETRICAL D 34 CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING - D RODS ©ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF() H.D. LOCK SHALL BE AS pl 1 z Z INDICATED ON SHUTTER ELEVATION, i.e., FOR SY-IUTTER SPANS UP TO 105". HV0� I o c-I c o H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" " IMOV i4 E OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER II II "F II r a= THAN 105 ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF J �J o ALTERNA 3a Lorn n d SHUTTER. � 2 oB cn II I o3 u1 ( �LL O NV�E-NDE O \\ a SEE END CONNECTION c cc « DETAILS ON SHEET 24 TYP. FULL mm WUDI HEIGHT. O 0R®OR© f OoR :1 1 11+(13-110 OR®r TYPICAL 2) HV BLADE SHUTTER ELEVATION N.T.S. FLORIDA BUILDING CODE Mon High Velocity Hurricone Zone 11111111111 1111//// ®2015 EASTERN METAL SUPPLY.INC. .........</T�'-� /� Q /� BERTHA HVTM y\GEN 9' A���V�A■ " IL EC O MND. Accordion Shutter System iJ� American Shutter S stems H.V.N, 1 W OR W/O H.V.WINDOW BLADE d<H.V.ELME *= TILLIT TESTING & ENGINEERING COMPANY Y EV.N DESCRIPTIONDATE DRAWN BY: M.L. 6353 o'•_ OF ;� a N.W.sem.s1..51".305.MMNA GA ws,nnRw aT1e Association. Inc. 1 OLD 11-194 94/13/15 DATE. 04/13/15 STATE Ph. :(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No fie' ��ORIDP-_.mak.�.�— -manrDit o"d.Am West-PGlm-Beach-FL-33407 -s- 1C p •...... ��1\\ " EB—0000719 LUT 4 0/0 1�E�11`1 WALTERau 44167 5 SHEET P.E. 51142 AP�IRE/DATE s 21 OF 28 POURED CONCRETE ANCHORS CONCRETE - ((SEE SCHEDULE ON 1/4"0-200/4'S.S. REQUIRED SHEET 26) MCHINE SCREWS USING 1/4•-20 NUTS 0 6.O.C. POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 26) 1' REQUIRED i I I MIn. EDGE OF 50'AMRNATION I O E0 EO SLAB IF MIN. I I (� To GLASS i I 1 8 0. APPLICABLE I m'ARATIN I 2 SEE SGNEDULE 1— TO GLASS O IS SWEET 25) ' (SEE SGHEDuu: 1 ON SHEET 25) 1 EXISTING 1 1 I I 9 CUSS II I d i, " 5 EXISTING GLASS FA OPTIONSL IIEDGE OF EXISTING ---'—( LAB IF EDGE OF CUSS APPLICABLESLAB IF MIN. I i MIN. APPLICABLE SEPARATION SEPARATION IUSS 2 . TO GLASS (SEC SCHEDULE I i (SEE SCHEDULE w FREQUIRED E.D.•_ „� EXISTING ON SHF£T 25) 1 I ON SHEET 25) O •- '� POUREDFLIT HEAD CONCRETE ANCHORS GVSS 1 FIAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 26) REQUIRED (SEE SCHEDULE ON SHEET 26) ® HD WALL HEADER INSj ELATION ® HD CEILING INSTALLATION ® HD TRENCH INSTALLATION ® HD WALK—OVER INSTALLATION EXISTING MIN. 1 I M. I NMN. GIASS� SEPNL1nDI I I 1-0 i SFPARARON I —O SEPARATION (SEE SCNLDUIE I i CLASS TO GWS R I— TO GLASS 1 I I i I (W Sl1ELTm23 (SEE SCHEDULE 1 ON SHEEP 25 EXISTING 1 GLASS--1 I ON SHEET 25) I I D EXISIING GLASS ,—OPTIONAL I I I ALTERNATE • — ' 3 I 14x3 4'HEX ANCHOR I OPTIONAL) —� I I 1 / LOCATION i 1 5 I 14X3/4'HEX WASHER I I i t WASHER HEAD 1 1 i1 i I I 1 i w TEK SCREWS ��ti �HFAD TEK SCREWS 6'O.C. i 8 —�$ ®6'O.C. \ 2� CONCRETE ANCHORS 1 � (SEE SCHCDULE ON 1i' 1 ()14x3/4" ryDL HEAD ©� � I � SHEET 26) ----- )(3 TEX SCREWS Db 3"O.C. ' ' --- EO EO OR 1/4'0-201S.S.M.S. EDGE OF— )C CONCRETE ANCHORS 111 1' IVZI //, W/NUT 3.O.C. (SEE SCHEDULE ON SLAB IF EO ' EO/2 SLAB IF Min 1/4'0-20xJ/4'S.S. I SHEET 26) APPI ICARLF. - - APPLICABLE PHILLIPS TRUSS HEAD --'T IL_----- NCRETE ANCHORS MACHINE SCREWS POURED USING 1/4'-20 ' I /,+ CONCRETE WALL R CONCRETE (SEE SCHEDULE ON NUTS O 6'D.C. 1 /e• 1 /9' ' EDGE Or REQUIRED E 0'� E.0.x WALL REO'D. SHEET 26) SLAB IF B APPLICAAIE © HD FLOOR INSTALLATION ©E HD WALL SILL INSTALLATION CONCRETE REQUIRED NorE FOR couBlNAnoN of SECTIONS• F© HD RAINGUARD INSTALLATION INSTALLATION DETAILS W/ Q HV BLADE 1-SEE SHEET 21 FOR TYPICAL SHUTTER (SEE SP + SCALE: 3/8"=1" . 2-MOUNTING SECTIONS CAN BE COMBINED ASSEMBLY E.DEDGE DISTANCE ECIFICATIONS ON SHEET 26) IN ANY WAY TO SUIT ANY INSTALIATION. FLORIDA BUILDING CODE Non High Velocity elocit Hurricane Zane 1111111111111111/� m 2015 EASTERN METAL SUPPLY, INC. ;, BERTHA HV- Accordion IL EC O �N�. A■S■S■A■ Accordion Shutter System V.B American Shutter S stems L1DE 1 W OR W/o H.V.WINDOW BLADE h N.V.BLADE :*2 TILL17 TESTING do ENGINEERING COMPANY Y V.N DESCRIPTkON DATE DRAWN m': M.L eTF DF :� (3353N.w.Sem.St..St..M,VIRGINIA GARDENS.R.GRDn 3sw A7sOclation. Inc. I OLD 11-194 a/I3/15 DATE: 04/13/15 o'- S7—�, Ph—;(305)871-1530.Fox;(305)871-1531 4268 Westroads Drive 2 DRAWING No IDS ,:�A�_ e- wft Lot- .nLGG West Palm Beach, FL 33407 3 ��i F '•'DR \��` -�00067 AUJT1 Jr.P.E. 4 —1-5-084-- WALTER - P.E�A'9S�0 �F71Z�/DATE FLORIDA Lie.A 44167 5 SHE of 28 SEE END WALL CONNECTION DETAILS ON SHEET 24 OUT 90. i O I;"— %—EXISTING GLASS * S INSHV TALL AION DE O CO / SEE NOTES ON LOCKING RODS Q & HD 0 LOCKS ON SHEETS 21 9 OR $ OR 6 OR SEE END WALL CONNECTION DETAILS ON SHEET 24 —— Exlsn+c GLASS 1 ORi 2 2"x2"x,/8%o'-2• 35* 35 (G063-T6 ALLOY)ALUM. ANGLE W/(2> ,/4"m — (oPT10NAL) 4.* (OPTIONAL) TAPCON ANCHORS TO 114 x 3/4•S.N.S.0 12• (4) H.V. CONCRETE(TOP/BOTTOM) D.C. MIN. SEPARATION TO GLASS 33 &(4)114x1/2"S.M.S. I (SEE SCHEDULE ON SHEET 25) PINS (TYP.) N (4) H.V. TO TUBE A7 EAa1 PINS TYP. AHGIF.(TYP> 5 a 5 a• s 1/z" ( ) a s e --------- -- - — ---- -- ---- 2 5 0 2 1/ 1• 2• 1/2„ *Oo � 2 2 I 0 20 31 oR 32 33 31 OR 32 31 oR 32 31_OR 32 HVA—HDA ®* 35* 35 HVB—HDB (aPnoN* HVC—HDC EXISTING GLASS (aanoNAL) DUT SYMMETRICAL HD CENTERMATES BOOR®OR®+�oR — ---- SYMMETRICAL HD CENTERMATES W/ & LOCK (INTERIOR) 10 R@$ 7 71 W LOCK (EXTERIOR) 9 ON (SEMIN.SEPAMTION E SCHEDU N75HFET 225) __I y J ®OR©+OOR �V-ES 'CONCRETE 3 _�ANCHORS aI OUT 6 1/2"MAX.SLACK HVE—HDE POURED CONCRETE OR HVD—HDD REQUREDE BLOCK WALL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone `71111111111flll///// m 2015 EASTERN METAL SUPPLY,INC. ` ��R A'r!�t/T'''• BERTHA HVTm `\``P� ',''/_ A S S A Accordion Shutter System L ECO 1 N c. ■ H.V.BLADE 1 W OR W/O H.V.WINDOW BLADE&H.V.BLADE .�� TIWT TESTING & ENGINEERING COMPANY American Shutter System) REV.N DESCRIPTION DATE I DRAWN BY: M.L. Association, Inc. 1 DID 11-194 04/17/15 DATE: 04/13/15 • 6355 N.W.36th.SL,St.305.VIRGINIA GARDENS,FLORIDA 331 ehunc_:_(3os)B7us3o�EDx�(3os)6z1�53� 4268 Westroads Drive 2 —DRAWING-No— West Palm Beach. FL 33407 3 EB-0006719 4 15-084 i WALTER 0.71LLR Jr. E. SHEET '�/�s.,•• ••• A� FLORIDAIDA Lia 144167 P.blg •"'• ✓ ;DATE 6 23 OF 28 —POURED CONCRETE OR ORPOUREDCON CONCRETE POURED CONCRETE CURED CONCRETE REQUIRED BLOCK WALL OR CONCRETE _ __ _ OR CONCRETE OR CONCRETE REQUIRED DLOCK WALL REQUIRED - ���� BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS(( EXISTING GLASS CONCRETEC.6"D.ANCHOR I �IXISTING-G�S -7 2"MIN EXISTING CLASS 2'MIN. I' MIN. SEPARATION EQ I I EO MIN. SEPARATION r TO GLASS TO GLASS I MIN. SEPARATION MIN.SEPARATION 1/16'x3'MAX.,_— (SEE SCHEDULE (SEE SCHEDULE I I TO CLASS TO GLASS (6063-T6) CONT. ON SHEET 25) ON SHEET 25) (SEE SCHEDULE (LOCATE AT (SEE SCHEDULE ALUM.CLOSER 1/2' ! F111711 EITHER SIDE 6 ON SH 25) PLATE. (LOCATE 1/2' / ` 0 ET 25) Nw OF SQ) AT EITHER SIDE MIN \ I I 1/2"MIN. OF�) I ♦USE 1' OR 2"MAX. I #14x1/2"S.M. #14x1/2'S.M. I _ ----- (AS APPLICADLE)x2'xt/8'x0'-2" I - ------ ® I6"O.C. 16"O.C. ALUMINUM CLIP ANGLE 4 \ / (6063-T6 ALLOY)AT MIDHEIGHT/ 4 / (1) #14x1/2'S.M.S. 0 TOO& (2)1/4'0 TAPCONS 5 SEE DETAIL X FO ANCHORS TO WALL AT 1"O.C. r'l SIDE CONNECTION (LOCATE AT ERHER SIDE OF®) SEE DETAIL X FOR �� TO TRACKS SIDE CONNECTION SEE DETAIL X FO 4 �\ TO TRACKS ©+QOR®OR@+Q OR SIDE TO NT ACCKS `�+ ] OR®OR@+ OR (yIOR®OR 6 +DOR 6+C7�ORQ OR®+©OR �+45 �+� 0+®��+ +� END CONNECTION DETAIL ® END CONNECTION DETAIL END CONNECTION DETAIL(g) END CONNECTION DETAIL�3 • REQUIRED ONLY FOR SPANS GREATER THAI 12'-0- POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL REQUIRED EXISTING GLASS REQUIRED i— EXISTING 4 -'7 #14 /2'S.M.s I Y "s—-—-—- "____ _ MIN.SEPARATION ® 6"O.C. MIN. SEPARATION ________.. ---_---_ ©OR® DRQ TO GLASS TO CLASS CONCRETE 1/2'MIN. (SEE SCHEDULE - - � (SEE SCHEDULE ANCHOR® ON SHEET 2.5) - 42 CONCRETE ON SHEET 25) 12 O.C. ----- ANCHOR EQ ) 5 ®06' - --- 1/2'MIN. 2 -1 IN. _ _(6)OR ORQ _— 2" EQ _—_ PLAN VIEW Y, MIN. 2' MIN. i 5 (2)1 N. DETAIL END INSTALLATION 0GR®DR s +0«7 IW.R®Olt©'(2)'°" Q� HV BLADE INTO CONCRETE OR I o +�DRII Te+ 0 + ®ORW @ CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� END CONNECTION DETAIL ® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY.INC. P`'• """"' BERTHA HVTM �wENS A S S A y � � � � Accordion Shutter System American Shutter Systems H.V.61ADE 1 W OR W O H.V.WINDOW BODE d N.V.BLADE y EV. DESCRIPTION DATE DRAWN BY. M.L. TILLIT TESTING & ENGINEERING COMPANY STATE OF ;'� 8755 N.W.36W.SI..SI..305.NRGINIA GAR006.R.DWA 3318 AssoOTOtTOn, Inc. 1 an I1-194 µ/13/Is LUTE 04/13/15 Phono:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No —'�-�F=—�ORID—•��1-�— mnn 61LacoouoLcam West_POlm_Deach—EL-334DL�— s ...........�, EB-00°6719 — —1-5-08-4-- — %,s/ONALE ��P`�� WALTER A 71LUT Jr.P.E. 4 SHEET P.E. S�+'L'%�3ltiiif4VVRE/DATE F ORIDA Lie.#44167 5 24 E 28 MAXIMUM SHUTTER SPAN* * NOTES: "L+" OR "L—" (ft.) INSTALLATIONS W/ SYMMETRICAL (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. HD CENTERMATES. (fl) OR ® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE W/ ONE H.D. ® LOCK & NO A.S.D. DESIGN PRESSURE RATING. LOCKING RODS ® • (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: MAXIMUM CONCRETE&CONCRETE BLOCK ASD.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, INSTALLATION LEGEND PRESSURE DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. RATING �,.,F,) ALL MOUNTING CONDITIONS GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, 5U6tSTRnTE POURED CONCRETE I.DN-) L* (R) L 00 DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. MouNRNG7 (SHEET 22) 0 OR LESS 18'-0' 18'-0' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE WALL AA & EE 35 18'-0" 18'-0" MINIMUM DETERMINED SPAN BETWEEN 'L+"AND 'L-'. MOUNTING 40 17'-4" 17'-10" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR FLOOR/CEILING BES, CC, DD, _ 45 _ 16'-4' 17'-6COMBINATIONS IN BETWEEN WALL W/FLOCIR/CEILING MOUNTING FF & GG 50 15'-6' 17'-0" MOUNTINGS: 55 14'-10" 16'-1D' FOR A GIVEN POSITIVE A.S.D. DESIGN PRE55URE RATING: 60 14'-2" i6-2 DETERMINE: __65 __ 13'-8" 15'-B' Lf+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, 70 13'-2' 14'-11' L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. 75 12'-8' 14'-5' 80 12'-3" 14-0' FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 IV-11, .... 13'-T.-.._ RATING: DETERMINE: MINIMUM 90 11'-6' 13'-2" LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. WIND ZONE 95 11'-3" 12'-10" L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING ASTM E-1996 SEPARATION 100 10'-6'..-..- 12'-6• INSTALLATIONS. TO GLASS d135 10'-0' 12'-2' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 3'-6" 11'-11" MINIMUM BETWEEN '11+: "L2+; "L1-'AND 'Lz-' 1 THRU 3 1" 9'-1" 11'-8" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 8'-9' 11'-5' ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN - 11'-2' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR - 10'-11' SPACING. 4 3" - 10'-9" - 10'-6" 145 - 10'-4' 150 - 10'-2" 155 - 10'-0" 160 - W-10" 165 - 170 - 9--7- 175 - 1--5- 180 - 9--4- ......._._._ _.... 195 - -2" H V B LA D E 190 - 9'-0' 111111II FLORIDA BUILDING CODE Mon High Velocity Hurricane Ione ' ©2015 EASTERN METAL SUPPLY, INC. NSF ',9 BERTHA HVTM IL EC 0 , A■S■S.A. Accordion Shutter System k l� �`' American Shuffer S fems H.Y.BIAOE 1 W OR W/o N.V.WINDOW BLhDE&H.V.BLADE M.L. TILLIT TESTING $ ENGINEERING COMPANY �'N D "1Pi10N DAh ` M.L. o'•, STAlE DF = Assoclaflon. Inc. 1 ao 11-194 "/13/15 DATE 04/13/15 6JS7 N.W.351(. 5)710.153 VIRGIN91:(305)8.1-153FLORIDA 3J7 4268 Westroads Drive z ,• .��; Ph... (305)671-1530.Fae (JOS)871-1557 DRAWING NO ovmaEB-0 05719l.cotn West_Pal�1_Beach FL 33407 J ',%�FSg�•... •-EN�p�: EES-aao67,e 4 —1-5-084-- WALTER A TIL LIT Jr.P.E. FLORDA...Ur 44167 SHEET P.E. SEAL�StI OURE/DATE a 25 OF 28 'SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE ANCHORS SPACING. ImruO MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: 1 s-o TAPCDN STT HUER SPAN_ MAXIMUM A.S.D. DESIGN PRESSURE s 16-n TAPCDN XL RATING AND A CORRESPONDING MOUNTING TYPE A.1) TO EXISTING POURED CONCRETE: (Min. Fc = 3192 psi) FOR CONCRETE INSTALLATIONS — 1/4"o TAPCON ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". POURED CONCRETE A.2) 10 EXISTING POURED CONCRETE: (Min. f'c = 2899 psi) 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16"TAPCON XL ANCHORS IS 2 1/4". SPAN (ft) USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. DESIGN LOADS A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 50 OR LESS >50 TO 90 >90 TO 120 >126 TO 160 >160 TO 195 WALL FINISHES.ANCHORAGE SHALL 6E AS INDICATED ON NOTE AA)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. 8" 4 1/2" 3 1/2" - - (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE OR LESS _.-."..... '-'"----" ANCHOR'S MANUFACTURER. 12" e" 61' 4" 3 3/4" (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. >8.-9,. 6" 3 1/2" 3" $ - - UP TO 12'-1" -- 10" 6" 4" 4' - >12•-1 4" 3 1/2" - _ _ MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS UP TO 7 1/2" 5 1/2" 4" - - MAXIMUM SPACINGS -EDGE STANCEFOR /4.0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/16"0 TAPCON XL. NOTE: VALID ONLY FOR UP TO 10'-0"SPAN HV BLADE ONLY \\11111111111/ FLORIDA BUILDING CODE Yon High Velocity Hurricane Zone `�����(�••,....,,���'Ji'i m 2015 EASTERN METAL SUPPLY,INC. CENSF BERTHA HVTm �+ I L E C O t n.. A■S■S■A. Accordion Shutter System s---- * *_= H.V.RUDE 1 W OR W 0 H.V.MNDDW BLADE k H.V. BLADE TILLITTESTING do ENGINEERING COMPANY American Shutter Systems EV,H DescwrTION DATE DRAWN Elf: M.L. �•' <C/ ASSOCiatian. Inc. 1 OLD 11-194 04/15/15 DATE 04/13/15 9u5 N.w.361h.se.St.303.VIRGINIA GIMMs.Fwaa s 1 �_ Phone:(305)871-1530.F..:(305)871-1531 4268 Westroods Drive z DRAWING No S/ ��\`�� West-Palm-Beach,-FL-33407 -5- ONAL EB-0006719 15-08� 'llllllll111UH11\\\\\\\\ WALTER A.TILLR Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.0 44167 5S of 28 I ��_� 1875„ —(r------------- -.---- ---7------------- vo25.0625„ 12"MIN.CLEAFA�CE 0625'' I TO BLADE roq 1 A .0625' EXTERIOR I0- 5.0 SECTION X—X HV WINDOW BLADE SCALE: 1BlAOE• .1875" (nP) \ l .oszs" 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW_o.oszs° BAYER MAKROLON 3103 POLYCARBONATE \ RESINS, UV—STABILIZED GRADE OR SABIC I �a INNOVATIVE PLASTIC LEXAN 103 RESIN FLAT PORTION (SEE NOTE "F" ON SHEET 28). OF BLADE ii 4•{ " R 1.7500 I I 44 I I ;, I _ i 11 EXTERIOR / L 1.3750" POLYCARBONATE SOURCES FOR 44 II W WINDOW i' a/y' APPLICABLE RESULT X 1 X TYPICAL PROPERTIES STANDARD HV/ vac wnavalvc @1 0'2.8750 ,�- u„nva/saol� niO3 1 REFERENCE {pWl 103 R6M , 'I uclwlwanl slog l � ! /I ±5 3/4' SPECIFIC GRAVITY ASTM D792 0.043 Ib/in" 0.043 Ib/in \ // ON C NTERS TENSILE YIELD STRENGTH ASTM D638 9,400 p.s.i. 9,500 p.s.i. 2 7/AFM IN. I + 2�1/4" �^i, -" FLEXURAL STRENGTH AT YIELD ASTM D790 12.500 p.s.i. 13.400 p.s.i. SEPARATION I I CLEAR h��(d ✓Sf'?� FLEXURAL MODULUS ASTN 0790 340.000 ps.i. 345,000 p.s.i. BETWEEN I I BETWEEN II-s: ''�'- 03.7500 1MPAGT: OPENINGS BLLADE I I TA S .0625" 03.0000 NOTCHED IZOD ASTLI D256 18 FT-lb/in 17 FT-Ib/in i -(0625" Y F1RF RIIRNING CHARACTFRISRCS: / SMOKE DENSfTY AS1M D2843 47.2 P" 64.5 7.MAX SECTION Y—Y RATE OF BURNING ASIM D635 C-1 GLASS C-1 CLASS I " - ' '7500" SELF IGNITION ASTM D1929 1040'F 980'F SCALE: 11 I ' W ATH RIN.: ASTM G155 TENSILE STRENGTH AF1ER WEATHERING ASTM 638 9302 p.s.i. 8840 p.s.i. EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. 8800 p.s.i. I I . SCALE: 1" = 1" I TO BIN.LADE BL OTT?ME EDGE 4 TYPICAL HV WINDOW BLADE 1_A AND T SCALE: 3/8"=1' POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE Mon High Velocity Hurricone Zone) EN .......T14..... BERTHA ��i'' ©2015 EASTERN METAL SUPPLY,INC. '...0 `�- BERTHA HV- �P' IL E C O �INc. A■S■S■A■ Accordion Shutter System 167 H.V.BLADE W OR W 0 H.V.WINDOW BLADE&H.V.BLADE American Shutter Systems REV.W4 DESCRIPTION DATE DRAWN BY: M.L TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-194 04/13/15 DATE: 04/13/75 STATE OF sus N.w.36th.se,Gee.3Os,VIRGINIA GNMENs.TLORiDA 331e ' Phon a:(305)071-1530.Fax:(305)071-1531 4268 Westroads Drive z DRAWING No '' �''•,IORIOA...'k -m I:0ltecu®aaLaom West Palm Beach, FL 33407 3 15-084 a oE8=0006719 —4- _ -_- •Ay S/OVAL EN�.�``` WALTERA.1tic. r 44167E s SHEET P.E. S�f(L/9WAl RE/DATE 6 27 0 F 28 �MA� �lpa7� �7A�� s GENERAI IMITATIONS AND CONDITIONS OF USE FOR BERTHA A G © © 5 I 1.MAX A.S.D.DESIGN PRESSURE RATING:+110,- 110 p.o.l. 2.RIA%.SHtfTTIIt SPAN:96' ' 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6.7;AS WELL AS (}M��OUNTINGS M,0•T.U&WON(SHEETS 18& 19. 2� OTH p�d7 OYOUT, ."MATES " BE INC1WEfR1G•L OR DED ONLYAT��N RIO CCESS SIDEE OF OPPOSING OF CENTERNA TTP END 5.(A)IN WINDOW BLADE @ SHALL ONLY ALLOW A MAMMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 27. W.5 WINDOWS (B)MIN.CLEARANCE FR TOP OR BOROM EDGE OF HV WINDOW RUDE 1� ALLOWED A7 HV 1n' OF ANY 3'0 HOLE FOR 4 SHALL BE 12'. WINDOW BLADE(i� w (C)FIRST OR 7 BODE COOING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE (D)HV WINDOW BLADE @NUST BE USED ALTERNATE 70 A SOLID HV RUDE 1Q THROUGHOUT SHUTTER'S WIDTH. (E)CE NATE SMALL ALWAYS BE INSTALLED ADJACENT TO A SOLIDKV BODE 1 AT EITHER SIDE OF THEM. OLYCARB SEE END (F)PONATE tfV WINDOW®SHALL BE INSTALIm SO T1jAj TABS FACE CONNECTION ,\ _ g THE INTERIOR OF THE OPENNG BEING PROTECTED.HV WINDOW 4(jl MUST BE ONLY INSTALLED AND LOCI®USING A HY SETTING TOOL PROVIDED BY ASSA, DFrAILS ON �B Q INC. SHEET 11 TVP. 3yW FULL HEIGHT.-- A3 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME t ry: BUILDINGS O 2 SHEET ABOVE,16.AS LIMITED 13Y SPAN AND A.S.D DESIGN LOAD(SEE NOTES I-z ryp ryp Cie 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 1&2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULEE,PER ASTM E-1996: c� (SEE PUN FOR REQUIREMENTS) ® WIND ZONE r7, EPARATION TO CUBS D H TYP TOP&BOTTOM yr t pR 0R 6 +(J7) --UNL1MfTED WIDII 1 THRU 3 1� ELEVATION MN.ST'APAT�To GLASS 4 6.25' EXISTING GLASS SEE SCHEDULE ON SHEET 12 FOR BLADEO ---. ----- AND ON SHEET 28 FOR EAM(3)&(0 ---5---�----------- --------�--�-. ......._21.��\\._....--- --------------- t 16 21\`\ m `0, TVP. W%2 ORAS ANNTERMATES� /' canna W/O (S NOTE TYPICAL In HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A1 SHUTTER* -- N.T.S. FLORIDA BUILDING CODE Mon High Velocity Hurricane lone 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM dddd11�- - m E C O in . A■S■S■A■ Accordion Shutter System /�17�.1" American Shutter 5 stems H.V.BUBE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE J, M.L .N DESCRIPNON DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY Aasoclatione Inc.I1 OLD 11-194 04/13/15 DATE: 04/13/15 n'. TATE OF �= 6355 N.W.30N.5t.,Ste.305,VIRGINIA GARDMS.RARW1 3316 5 �b Phone:(305)671-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING ND - --mail:-BReweeoLcm West Palm Beach, FL 33407 3 ��i�iT•' �DRI� �.� EB- 06719 -���FS'••Il••�••p••••'�G�• WALTER A TILLIT Jr.P.E. 4- 00 1.5-08- --- sl � FLORIDA a 4,167 5 SHEET P.E. SABA iJffl DATE e 28 OF 28