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HomeMy WebLinkAboutProduct Approval yf r• '£ 1 p x` BCIS Home .l Log In i User Registration I Hot Topics i Submit Surcharge I Stats&Facts i Publications i Contact Us i BCIS Site Map I Links i Search Florida IIr0 RECEIVED r o uct Approv D-1.1. I MAY 2 0 20119 Product Approval Menu>Application Detail t�usl�GQun,y, �,,rmonq FL# FL1850-R11 "n "�'� Application Type Revision Y Code Version 2017 Application Status Approved ' Comments Archived O Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 j5611209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email �hN 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 0 Evaluation Report- Hardcopy Received 7 _ ✓ Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report a Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 p Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS,INC DRAWING 17- 4 a" 102 CERTIFICATE OF INDEPENDENCE.PDF i Referenced Standard and Year(of Standard) Standard Year e ASTM E1886 2005 rte, ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw...2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 5/20/19,1229 PM Page 1 of 3 Certified By s t Sections from the Code s u r k k 4 - Product Approval Method Method 1 Option D M Date Submitted 10/03/2017 �x Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 M . 3 r Date Approved 12/12/2017 t3} tn3 Summary of Products ,_ ----• ----_�____. .__.___._____ _ .:. _.._ ---� ._._�______..__ _. �..__�____ .___�__ t ` Fl# Model,Ntimbenor Name Description - } 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions h Approved for use in HVHZ:Yes FLIS50 R11 II AMERICAN SHUTTER SYSTEMS ASSOC.,, Approved for use outside HVHZ:Yes INC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other: Large Missile Level "D". Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports f �» one specific condition shown in span tables.See additional FLIS50 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., " loads and spans on engineered drawings. INC' DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF ` Created by Independent Third Party:Yes ry 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and'bottom)for storm protection = Limits of Use Installation:Instructions _ Approved for use,in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS,INC." Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER- Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. y Other: Large Missile Level"D': Max.span is 13'-2 for 30 psf Created by Independent Third Party:Yes �., positive ASD load w/o window blade; 16'-0"for 30 psf Evaluation Reports negative ASD load,for HVi blade w/o-window blade for FL1850 R11 AE AMERICAN SHUTTER SYSTEMS,INC.. conditions indicated on schedule#1,sheet 12.And 12'-3"for DRAWING 17-1'02 PRODUCT EVALUATION REPORT.PDF = y A 30 psf positive ASD load w/o window blade and 15'-5 for 30. Created by Independent Third Party:Yes psf negative ASD.load for HV2 blade w/o,window blade. See sheets number 12; 25,28 and 28A of installation drawings for other spans and pressures. k ` 1850.3 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top r„fes - 1 Only(HVHZ)-Drwg# 17-122 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC,INC a t` Approved for use outside HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other: Large missile level"D". Max.span is 16'-0"and 14'-9” Evaluation Reports ` for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC, locking rod configuration for the HVi blade,8'-0"for+64,-72 INC DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75, Created by Independent Third Party:Yes -75 psf for metals stud mountings and 8'-0"for 110 psf.for <r d HVi and HV1A working in unison.See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. 4 r Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 . The State of Florida is an AA/EEO employer.CooyNaht 2007-2013 State of Florida.::Prlvacv Statement::Accessibility Statement::Refund Statement https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw...2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 5/20/19,12:29 PM Page 2 of 3 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 bgrg.. Product Approval Accepts: Wa ® ELIIEC{' Credit Card Safe 1 https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQw...2ftCOhpJQoeIShOCDrfd DsZb2inLQgznMcxp%2b7HAWw%3d%3d 5/20/19,12:29 PM Page 3 of 3 t. GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON HIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH HE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE.HIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF HE ABOVE MENTIONED CODE,FOR A BASIC WAND SPEED REQUIRED BY HE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR 10-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED HE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 HRU 15, 19&20. AREA 1: HV BLADE-$ 1T&. Q IN ORDER TO VERIFY HE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS BY MULTIPLYING HEM BY 0.6 N ORDER TO COMPARE HESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 HRU 15. 19&20, GENERAL NOTES SHEET 1 N.ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED, NOT OVERSTRESSED,A 33 R INCREASE IN ALLOWABLE LOADS FOR WIND LOADS YLUSED DSYSTEM COMPONENTS 1-20 SHEET 2 R ANALYSIS.BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WAND AND LARGEGE THE AB TI H MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF HE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE(D#0214.01-03, #0715.01-03,#1004.01-05,#1214.01-05, #0317.02-06.$0609.01-10 AND#0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS &#1220.01-10 AS PER TAS 201•TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2• HV $LADE(1)AND HV WINDOW 13ADE tnA -HV WINDOW BLADE ®#0505.01-011 AS TAS 201, 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. .(WHERE APPLICABLE) 2.HV BLADE d A14D HV WINDOW BLADE Q ARE ENGINEERED TO WORK 1N UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 102.75 AND# 14X1.75 RESPECTIVELY,410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED.WTH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 31.7 ksi AND 35.7 ksi END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEER[ 11 5,ALL SCREWS TO BE STAINLESS STEEL 304 R 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DN 50018 WITH 50 ksi MIN.MELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE-CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6.BOLTS TO BE ASTIR A-307 GALVANIZED STEEL.OR NELL 304 R 315 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE O 12.13,14,14A.15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE(D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779.582.COMPONENTS OF HIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNE07ION DETAILS 7-12&X.WOOD SHEET 18 EASTERN METAL SUPPLY.INC. S.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 SF-AL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/FAN INTRUSION, AREA 3• HV WINDOW BLADE ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCK& TYPICAL SHUTTER ELEVATION SHEET 19 11,SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW BLADE C17 ONLY 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WAH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE HE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.M.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO SHALLSITE SPECIFIC PROJECTS OBTAIN PERMRS IN THE STATE OF FLORI� (a)BE RESPONSIBLE FOR THE PROPER USEOFHEARED YPE.D.FLORIDAREGISTERED OFRREC RD1t ACTING EER RAS A DELEGATED ENGINEER ARCHITECT WHICH WILL TO THE P.E.D.COME THE IE ENGINEER SHALL SUBNEER OF RECORD MIT 700HIS LATTER HE R THE PROJECT 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 IT. ' T4j4ltdttffffri�re�� Fi T FLORIDA BUILDING CODE (Nigh Velocity Hvrricone Zone .,' ` 1Yi ��•4`�S`�I,dy ,,..4/� ©2017 EASTERN METAL SUPPLY.INC. VA A B ion Shutter S a /77LE 7-r7c O I N�. Accordion Shutter System U-1 `cam 0 ■ ■ ■ ■ H,V. BADE#1 W/OR W/O H.V.WINDOW BLADE y;,,. }'}•':. �"" t�F ,; TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REVNa DESCRIPTION DATE DRAWN BY: M.L. H Association, Inc. 1 OLD 15-Dao 38/02/17 DATE: 08/02f17 6355 N.W.3614 SL,SW.305.MRGWW GAROQIS,NORM 3316t Ph-:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 J'1 (•�� 01 1 .-.on:tilt.-G.W.- West Palm Beach, FL 33407 DRAWING No 3 ,,. EB-oDD6n9 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-122 Lu Q g, w WALTER A TILLER Jr.P.E. 1�•• t P.E.SEAL%S`IGNATURE/DATE FLARmA Ue.#44167 6 SHEET 1 OF 20 eiTl 1�3'e FOR WINDOW SLADE(g) VARIES 1.491• 2- 1.9 Max. -34 - � o7 o,4- 'pl, 4.371 1 °354.385" i os 4.857' 4.999" 375 (DlHV SOLID BLADE �3)IJV UNIVERSAL FLOATER jyY 05 V 90'Z180'-STARTER COVERED UNDER US PATENT # 5458179QUALIFIED(TR USE W/ QUALIFIED FOR USE W/ HV BLADE(j) HV DIREC MO T HV BLADE to HV WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USEQ)E W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE I&ON SHEET 19 606.3-T6 ALLBLOYADAtYD TEMPER 37-V- :124- 6063-T6 ALLOY AND TEMPER 3.226" 1.500* &/ f r- 5' X70' I in 3.556* nIO.670 2.226 072 2.092" 07 HV ADJ. ADAPTER -W,&LP 4.435- 1-375" 0.072- �920 L .1.226- OUAUnED FOR USE W/ HV HV WALK-0-VER TRACK (�)EV AM. FLOOR T BLADE(1) QUALIFIED FOR USE W/ HV (�)HV TRENCH TRACK '255' 3780- C - RACK 6063-T6 ALLOY AND TEMPER 13LADE(1) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AAD TEMPER BLADE(1)ONLY. 10 HV RAINGUARD BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR IJAE W/HV 6063-T6 ALLOY A TEMPER VARIES I 1. 1.936' BLADE(-1) VARIES 1.936' 6063-T6 ALLOY AND TEMPER 1.917' i o M 83 1083 -083" .12 R 11670 1.686- 1 -3.529" 3.520' 670 3.520* to' nl 60, 670. .093' .060" @2 HV Z-ADEft/SILL (1 HV CEILING-HEADER 103 HD CEILING HEADERISIL OiT&IFIED FOR USE W1 KV BLADEONLY, QUALIFIED FOR USE W/ HV BLADE ONLY HD WALL HEADER/SILL QUALIFIED FOR USE-W/ HV BLADE(�) (f4) SEE SECTIONS FOR VALIDITY:- 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER f Ft COMPONENT A a Ti T2 I- I I- 10,06ri @ 2- 5"MAX. 1/8- 2' 2' Y 3- 1y0.00* 2- IS*MAX. 0.19210,192" I X E& SIDE ANGLE QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 109 1 2.5- 17'MAX. 0.190"1 0.190 BD FOR USE I 0.1902CORNER POSTS 6063-T6 ALLAEAT TEMPER QUALIFBLADECONLY,/ HV I I QUALIFIED BLADE( W/ E W/ HV 6063-T6 ALLOY AND TEMPER 2- S"MAX� 0.139" i 01131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IF @ 2017 EASTERN METAL SUPPLY.INC. BERTHA HVTM Accordion Shutter System Fl IZ A.S.S.A. FLV. BLADE#1 W/OR w/o FLV.WINDOW MADE T C�01 N C. American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY. M.L TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-080 33/02/17 DATE' 08/02/17 6355 H.W.36t,St.,St..365.vm"A cwmm,n.OR0A 3316t 4268 West Roads Drive 2 OR I'A (305)871-1530.Fax:(305)871-153t No -0:t"Itec-0001-M West Palm Beach, FL 33407 3 17-122 EB-CM6719 Phone: (800)432-2204 . Fax: (561)209-8380 'It WALTER A.IILUT J,P.F- L;c R DATE FLORIDA .#44167 5 2SHEEr 6 OF 20, 4.669" .9-29' 4 10R- 4.576' .745' 2.233' 1/µT xFA01�" INREADED CE CAST 0.334" 1 NOUSth'C ENAMEL 714'-2D-y USM 2.293" .745' O I a ' 1 ti ''"" "'-- (2S'IYP.) Q BAKED PAINIE'D THREADED 1 rWE SITS X40• p 0� I �� 1�I 11 SMED PNN�I O $ I N r O� i - N a nI M TURN to?, .062" n I 67 . o t.3 5" 1 o o ( ! I -316• __ ` b N{ i a.4 i _ __ _�p� BRM GYDNDER t_eRa55 LYL.INOER 6i .1 1 p 2� 0 54,DeJ . • ml P1AXM lED)(CHROME (CHROME PLATED) 21 HV CENTERMATE �lOs-.I tats -�' miBY LOCK MY EGRESS LOCK QUALIFIED FOR USE W/ HV SLADEID& to ONLY 122FLOATING C ERMA 4 �� F C� .023" 97" QUAL FIED FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1 & 1 ONLY ���^^^••• q� 6063-T6 ALLOY AND TEMPER ( M CORNER C T MA 9LADE 0& ONLY. BLADE & (�ONLY. Q ALIFIED FOR USE W/ HV BLADE01 ONLY F-.250'O.D. 2.674' 6063-TB ALLOY AND TEMPER 516' 518' PLASTIC IiEAO o 4,045' 32• MOLDED TO %1.756r ' SCREW2.079' 1.753' I M1� 50'AFTER RIVETING 0 " ' 5"i ' " BEFORE RIVETING 1/4 -20 x 3f41 4"0-20 RIVNUT* S.S. THUMBSCREW J°i0h 1m *SERIES 9Ki AtttMONN(2024-73 ALLOY]LARGE MACE 7taN z� � i- 2.750• Ii SXD T NUTSERT,PART 4 0820,AS MANUFACTURED!6'AVDEL PIAN • FROM 17.EVATI9N l " " - 4.56b V .822�� CHERRY TOQORN.PARSWPM-f.NEW Je'RSEY 07054 OR EQUAL 2B HV MALE T LOCK CENTERMATE- " " HV "T" LOCK ® HV ALTERNATIVE LOCK 7I LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1)ONLY 29 HV FEMALE T LOCK CENTERMATE •,✓ - 60fi3-T6 ALLOY AND TEMPER ``� QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE tOONLY QUALIFIED FOR USE LO HN BLADE(7�JONLY W/HV BLADE ONLY. BLADEQONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 1.917 1.9x7, 3.761 F -'-- o g3• - IQ t-TNUM6TURN " .43211. I CYLINDER OR 6ti I f KEY CYLINDER ':� .214'°° m. .063 .052 .214• co �yI Zm � 0.875•Min. '. b: to io � .' N i 'LOCKING n} _405 o n rp .125'Max. 31 D CE 0 LOCKING D I DCENTERMATEW OC G RO �f ml O Q o - ai M QUALIFIED FOR USE W/ HV BLADE 1 & t QUALIFIED FOR USE W/ HV BLADE 1 & i i I j 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER S3 D E ER 'S INSERT VARIES. 12'MIN. QUALIFIED FOR USE W/ HV BLADE(D&&.8 i N+ t/4'a-2D 5.5.OR 3/e'o-ts 1 6063-T6 ALL*; /2ND TEMPER THUM8RIRN . / I OR KEY ACETAL TF1llMBSCREY/S. (SEE DETAILS) N CYLINDER 1.78'Max. 4 LOCKING ROD 1�, I 375'0 - 1j4"4CK QUALIFIED FOR USE W/ HV BLADE r-0 ' 6) HV 3f8+'0-16 ACETAL HV. 1 f4" 0-2Q AISI 344 BY REGENT HARDWARE MORRSE LOCALS sEr;:tEs-z33�xo9 sDLi.tacK_�� Y 6063-76 ALLOY AND TEMPER THUMBSCREWS E ES .S. THU BS S QUALIFIED FOR USE V!/ HV BLADE& 1�A QINSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADED QUALIFIED FOR USE W/ HV BLADE 1 DRILLED AT TRACKS FOR PROPER EMBEDMENT +Jp++���+moi j, FLORIDA BUILDING CODE (Nigh velocity Hurricane Zone) 2017 EASTERN METAL SUPPLY,INC. �,• �A��1GE)V /T ,� BERTHA HVTM % A S S A Accordion Shutter System 1 L E C O �N�. H.V. BLADE , W,OR W/O KV.WINDW BLADE A,E;tfre7 TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na OESERwFGN DATE DRAWN BY: M.L. ICvfllf D355 N.W9 3&ta.St.,Ste.30}.VAGINU GARDENS.FWRiM 331 Association,West Rood Inc. , OLD,6-Qeo 5192rt7 DATE: 9e/ozlr7 •," •$��, Ph-:(305)871-1530.Fax:(365)871-1537 4260 14est Roads Drive x DRAWING No a-maR:tilteco6aol.com West Palm Beach, FL 33407 3 aS ............. �� 11 EB-9006719 Phone:(800)432-2204 . Fox: (561)204-8380 4 17-122 0/0 IF) WALTER A TICCIT Jr.P.E. p£.SF �cgWIA�/DATE FLORIDA L c.( <4167 5 3 H OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV (1), HV f4 12'MIN.CLEARANCE .0625' &\ TO SLADE (D HV BLADE 1 EXTERIOR Ti-p-1121 HV BLADE 1A VANOGY1 SLADE .0625- SEMKIN .0625- �0625- SLADE'S A875' y HV LONG RECESSED NYLON BUSHING KNUCKLE .0625 39 �10 (TYP) 0.0 HV SHORT RECESSED NYLON BUSHING ' �' fi �*aJ t4 _I� f 40 HV NYLON HAT WASHER OR NNSeLnTIoIf AI.750 in 3750 41 HV WHEEL CARRIAGE AISI 302-303 SERIES \-@ .1 i 1 0.870"x3/16" THICK NYLON WHEEL. L-.L-' I " W WINDOW @1 2 7/8'MIN. CLEAR 0.188"0 AISI 302 SERIES B.S. RIVETS -4315"0 SEPARATION 03 .00 BE11YEEN 3.7500" SLADEING @ HV 1 3/4- ACCORDION PIN W/ #8 HEAD EXTERIOR 47(1 OPENS ON CENTERS SOaa L.. .7 L Y ACCORDION PIN W/ #8 HEAD @ W 2 3/4' �lr .4.2 1/4 0 CLM 4 TYPICAL HV WINDOW BLADE (R AND @ POLYCARBONATE IMPACT RESISTANT HV WINDOW TABS 0j 'I '.'� POLYCARBONATE HV WINDOW DETAIL �qow or EE NOTE FOR 11 REQUIREMENTS) (DOR ESI POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12'MIN.CL CE RESINS, UV-STABIUZED GRADE OR SABIC TO BLADE 807TOM INNOVATIVE PLASTIC LEXAN 103 RESIN PIN REQUIREMENTS AT EXTERIOR SLADE KNUCKLE FOR 0ING (D OR (SEE NOTE -F- ON SHEET 19).(1)Hy(14 (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR NO LL POLYCARBONATE SOURCES FOR 44 HV @ BLADE. -PICAL SHUTTER "AWKSLE RESULT BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV @ OR EXTERIOR TY ASSEMBLY TMCAL P90POMES N.T.S. STANDARD -j RV P R( AT Xt? -1 R1 A'. (2) HV PIN @ MAY BE USED IN LIEU OF 0 AND ONLY AT IN @CE OR EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV( BLADE'S KNUCKLE. D 110.3 (SEE NOTE"F43R SPODnC cam Asa,M2 04-3 Ulf.* 0.00 mt'�' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. REQUIREMENTS) iv-"'•BatELE rlfto SMD.*M ASTU DM 9.400 P�.i. 9.500 P..! .0 FLEXURAL STRUM71H AT YMM ASM WD7SO 12.=p.,j. 12LA00 P.�. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLEXURAL MODLIVS AM 90 310�000µu. 345.0,M)p..L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, j SHEET NOTCHED 1200 AM 0256 a"-w'lA, 17 Fr-01,. ASUA D284.3 47.2 X 64.5'.AUX ..,'ffl- CARRIAGE DETAIL ASSEMBLY LAYOUT RATE OF SUR'Na ASTM W35 C-$CLASS C-1 CLASS N.T.S. SELF IGNM04 ASTM 01929 1040 7 sea 7 ,vEXIM, : ASM G155 WASR-E SURDQT"ALTER 14EATPJ6 G AMU ws 93D2 p,1 88A0 P..j. QHY BLARE SOLID & CA BY WINDOW BLADE DETAILS TENSILE STRESS BEFORE%EATHMNG ASTU 636 1 8461 Ps.. esso P..J. N.T.S. n "N Tof FLORIDA BUILDING CODE (High Velocity Hurricane Zone) . .......... 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM fAccordion Shutter System 7i Mgc�6 , A.S.SAIIIIII KV. BLADE#1 W/OR W/0 KV.WINDOW MADE American Shutter Systems REV.N* DESCRIPTION DATE DRAM BY: M.L- TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-050 08/02/17 DATE-- 08/02/17 WS N.W.36th.St-Ste.305.VRVRIA ONWIS.FLOROA 3316t 4268 West Roads Drive 2 Ph—:(.305)871-1530.Fox:(305)871-1531 — DRAWING No .—H;Ot..0-I.Cont West Palm Beach. FL 33407 3 ES-000LLr19Jr.P.E. Phone: (800)432-2204 . Fox: (561)209-8380 —4 17-122 67r U� 5 SHEET P.E. AT�IGN;kTtlt/E� WALTER A.TITF FLORIDA f 44167 Q *NOTES ON HV LOCKS AND CENTERMATES: CiJ7+ an f&-w &-@a.7�4'et � 1. MANDATORY CONDITION 61 ONE HV LOCK�or SHALL BE USED AT t/2 OF SHUTTER SPAN FOR ANY SPAN ��' OR 12'ABOVE ORB OW 212 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALLATIONS AT ANY A a G G 'E9"C9' v H 5 T u ? -9,-0•""'`��Sl5, ELEVATION. HV LOCK�or E MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO f�jI OR 2�i 9� I „� CENTERMATES W/(2) T/4"0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON �t-17 S TYPICAL SHUTTER ELEVATION. Ihni I n 11 n f I I n n 2. I y LIMITED MANDATORY CONDITION J2 ALTER CONDITION '91 OAID QNLY EM- FLOQR/CE1UNQ INSTALLATIONS, TWO HV LOCKS q.OR 'OR ONE HV LOCK{2 OR Wj TWO �.0m , I y, LOCKING RODS i(§AT TOP & BOTTOM SHALL BE USED F ANY SPAN AND INSTALLATION AT ANY ELEVATION. � II HV LOCK�OR§a'SHALL BE ATTACHED TO 2D OR g,CENTERMATES W/SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL o- SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. +14 De- / v 3..OPTION& {a OTTION 01:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV T LOCKS 23 25 OR 2„§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF-LOCKS TO CENTERMATES(� ItI a OR SHALL BE AS INDICATED ON NOTE(1)'ABOVE. Q4 aH 5bx ors30!ors 54 l""E`Ii Oi Q5 AON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ?a �� 4. �= #2 IS USED W,/jgO H.V. LQCKSI: LOCKING RODS S ARE CONDITIONNOT REQUIRED AT_tIURRICANE POSITION, BUT MAY a 8, USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS t3 OR AN ALTERNATIVE DEVICE �S { MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5.MANDAIORY CONDITION /2:ONE HV LOCK(5 r S BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK X922 or HALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ao- g ATTACHED TO 0 CORNER CENIERMATE Wf(2) 1j4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO COCKING RODS p AT TOP& BOTTOM SHALL BE USED. LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Q _ 5} MAXIMUM SHUTTER SPAN SHALL.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. H ap-Hv0 6. FIRST ALTERNATE TO MANDATORY CONDITION i1 VALID ONLY FOR HV LOCK 2f Wf SYMMETRICAL CENHRMA70�1 aEs •ONE ALTERNATE HY LOCK Q6 MAY BE USED IN UEU OF hM LOCK 24 or(5 FOR ANY SPAN AND 1 j �gcMg �' n IN Si TIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'020x3/4'S.S. THUMBSCREW TO'q-1] OR�2 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. If RNNUT AS SHOWN ON SECTION WE, SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHU'IER SPAN. i 7.MANDATORY CONDITION#3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK 23 or C5 or @ SHALL BE SEE END --� - I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CO ETAILS ON TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 28 or F5'or @ MAY BE USED AS AN INSIDE OR DETAILS ON D F E H 1 a R L N P D a v w x OUTSIDE LOCK,ATTACHED TO @ or 22 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. NBHF1 M.FULL it » M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS'S W/ "'----51 OF CORNER OR 17 TOP AND BOTTOM IS COMPLETELY MANDATORY. J1ED m CENTERMATE *NOTES O H LOCKS ANDCENTERMATES: ostL4l px +�oe 5 10'" 3t w+ 1. SECOND ALTERNATE TO MANDATORY CONDITION i1 VALID ONLY FOR HV't'LOCK Fid AND CENTERMATES;a AND ONE ALTERNATE HV'T' LOCK O MAYBE INS ALLED IN LIEU OF HV LOCKS 2j OR 25 FOR ANY SPAN AND 10! �T 7�+1 S a 1NSTALTATtON AT ANY ELEVATION.ALTCRNATE LOCK�Q�J AY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT pF LOCK INCLUDES USING REINFORCING LOCKE 2�,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUSE BE 077,,,i+�� CONNECTED TO CENTERMATES 0 AND I@%W/ 1/470-20 x l 1/2'LONG S.S.THREADED BOLT W/7/8.0 x 3/32” Q"( �@�+(��®• .�� WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4"0x 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' I S ox U•X13 a-19-C5 o-09 :•�R *NOTES ON HD LOCKS & CENTERMATES: 1. CENTE TYPICAL C1) HV BLADE SHUTTER ELEVATION HV CLOCKS OR 5 FOR ANY YJL PANN ASND INSTALLATIONS AAT ANY NELEVA ON_ALTERNATE HDLOCK 64)MAY MAYB USTE HD LOCK E EBE USED OF NTS AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCI{ TO+31 IS W/3 08 x 3/8'F.H. S.5.M.S.•AND INCLUDES REINFORCEMENT INSERT TM AS SHOWN ON SECTIONSHDB-H AND`9DC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT t1j1i`dl�iuinej MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 i COMPLETELY OPTIONAL. FLORIDA BUILDING CODE (High eiocity Hurricane Zone, t1�/•\Q+ ,,. ••.,•�/ � ©2017 EASTERN METAL SUPPLY,INC. �icLP1s� BERTHA HVTM il. E C O iNc. A■S■S■A■ Accordion Shutter System H.V. RAM#T W/OR W/O KY.WNWW BLADE American Shutter Systems aEVHa aEscalPnax GATE bRANN er: M.L. TILLIT TESTING & ENGINEERING COMPANY QF Association. Inc. 1 OLD 15-OW /a2/1 DATE: 08/02/17 dam,•• q. 41 GT65 hon 36th.51..Sta.305.W01"DARDINS.F10RIDA 331fi 4268 West Roads Drive 2 Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No t$'' .....••'• v4}, Iv e-mat1:Lift—OaoLeare West Palm Beach, FL 33407 3 +''s/��JIU}L 5.��:t1tt Y+nI.TER A0006R Jr.P.E. Phone:(800)432-2204 . Fox: (561)209-8380 7-12`1 P.E.�tike 1ijrJFIEfDATE FLORIDA I!.#44167 5 5 SHEET F 20 POURED CONCRETE POURED OR CONCRETE BLOCK? POURED REOUIRED / CONCRETE — CONCRETE CONCRETE ANCHORS 71/4"0-20.3/4*CHNE5.5, REQUIRED REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS r SEE SCHEDULE ON ; / (SEE SCHEDULES ON I W/ 1/4"-20 • / SHEET 13) ` f SHfE15 13& 14A) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET' 13) j• / z - /J 12 oR 14 ' i Min. 1/4'0-20x3/4"S.S. Min.� _ { ____ 17 aR 18 FEDED- MACHINE SCREWS _ (� I USING 7/4"-20 NUTS 'I - 1 9 j,EOy i EO J a 12'O.G. fz'' - -- i E. D.- i.' 1 2' _ t .250'Moz. k' I __ _ 13 oR 15 ' 'Jf'• _ --- 13 OR, 15 t- •• WiN o.. ( E`D. rr i .250" ,250'M '{� � }. I" a; Maz. ii x �, •E.R• �� -) �Q` � i i D;171 OPTIONAL it It,7 MIN.SEPARATKkd - i .MIN.SEPARATION DUSTIN TO C1A55(SEE , I� } TO GLASS 1SCHED Lf 1 jt - `' (sEE SCHEDULE ON 1 ON SFIEET 19FOR I MIN,SEPARATION I I!', GLAS5� SHEET 11) I EX= BIAT?t rQ&Ql TO GLASS t 1 j (SEE SCHEDULE ON EXISTING SHEET 11) I GLASS— CAI S— ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION EXISTING }_^ (, f EXISTING GLASS,`� ' MIN.SEPARATION m� GLASS—; MN.'SEPARATION ' ' EXISTINGi 70 GLASS 1 TO CLASS((SEE1 OR 1 — 1� EXING I SCHEDULE ON SHEET CL SST—(SEE SCHEDULE ON 11 FOR MADEii�ANO r �1' MIN.SEPARATION f } SHEET 11) ON SHEET 19 AOR A TO GLA55 n� rlFFFttt NNNN : C)&® (SEE SCHEDULE ON—,I OPTIONAL SHEET 11) M lil I f = i E Dy ;,x' _ Mtj DPnoma �i: rl/4 Max. Ir '}' �i —i 13 ° i W14 • E.D.* ECITEO : 13 °R i I i ,± ---- 12108 14 iI --- - 1 1/4'0-2Ox3/4'S.S. s� } Min. • ---- LEO i EO PHILUPS TRUSS HEAD I 1 I 1/4"0-20x3/4`S.S.PHILLIPS T MACHINE SCREWS USING t� '; ` CONCRETE ANCHORS L�TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS ) L 17 f8 1 1" 1/4'-20 NUTS®12"O.C. --(SEE SCHEDULES ON ( (SEE SCHEDULES ON „' '-Mi.. POURED CONCRETE SHEETS 13& 14A) Wf 1/4'-20 NUTS 8 12"O.C. POURED CONCRETE J SHEETS 13& 14A) j,' ,� ,i CONCRETE ANCHORS OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED WALL REGIRRED D HV WALL SILL INSTALLATION (SEE SCHEDULES ON 'F HV WALL SILL INSTALLATION POURED CONCRETE. SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED C HV WALL SILL INSTALLATION [ NOTE FOR C01A9INo OF SECTIONS: INSTALLATION DETAILS YY I 1- 5EE SHEET 4 FOR TYPICAL SHUTTER E.D:=EDGE DISTANCE _ ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) ♦SB ET11A ONNSHEEi 19 EEOF USE FOR 10HY BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. !x iri D.J ,r FLORIDA BUILDING CODE (High Velocity Hurricone Zone 2017 EASTERN METAL SUPPLY,INC. 1 V BERTHA HVT?A Ills C d TNG. A.S■S.A■ Accordion Shutter System KV. MADE#1 w/OR W/O Kv WNDOW BLADE ' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.Nv DESCRIPTION DATE DRAWN BY: M.L. ?a STATE OF Association, Inc. 1 OLD 15-086 8/02/1 DATE: 68/02/17 6}55 N.W.36th.St..51e.305,YJ1CLVIA GAR0415.FLaRDA 3315 i D d West Raas Drive 2 r Phone:(305)871-1530.Fox:(305)871-1531 4268 WesDRAWING No -�n""lv:,: rtfil a-mal tilt..00.1 om West Palm Beach, FL 33407 3 / ' U { Phone: (800)432-2204 . Fax: (561)209-83804 17-122 til WALTER A,nun J,P.E. P.E S 1j9A'0.1RE'CATE- FLOROA Uc.#44167 5 SHEET F 20 ALTERNATE INSTALLATION W H -T" LOCK 0 Lj HV MALEZFEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS at W/ n1 HV BLADE SEE END CONltjW 10N DETAILS ON SHEETS 10.k 18 INSTALLAfIION 0 HV BLADE QUT IN /�V�E1pSONC GNGS BADE C]StACK DETNL} F, ND UTtD O SHEEP 8, Wl HD CENTERMATES I' AS WELL AS UNNERSAL FLOAnNG BW1E®OEfaL NOD-HO. I �i 9�y®glt�:Om$�a TO• R INDICATED ON IN's SHEEP.WY BE USED WITH THIS ALTERNATI XU SEE END WALL CONNECTION 2 @.@-0-0- INsrALun DErAn.s/vo slsawN IN tH�s sHEEr. DEWLS ON SHEETS 10 18 i ® o•�ao•o•�� I 2 x.,,B.a_2 0 0�0 qac o�o 35 Ar+cE rl(2}1/ae rAPca+ y/e• 1 ! * ) AN TO CONCRETE f 1 (PPBONAL) a{ (OPRONAI .. {<7is0.s/z's.N.s.To Iv i �FBf� 12- O C,FULL 4ENGNf. i i t AT F1CN A4GL[.(M) T" IN ()N.Y. i I N-1 (<)N.Y. UTL 5•s,P.fw„ 30 HV PINS C".) PINS(TYP.)�j i To o ss S 3 LOCK (INSIDE) i +S 1 e 1/r I a�s4. IT I ¢sT q 1 - — ---- ---LJ - ------ i' — — — — — — — i J `3 j �1� 2$ 29 i a ot'J" 3 OUT 31 OR 32 33 3 3i oR 32 31 oR 3�2 35 31 PR 32 /� 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 1 35 z l {oPODNa) *SEE NOTE B FOR HV LOC @. * W/ 7/8-0 x 3/32" WINGNUT, tOPTfO:JAfj HDB-HVB OUT HDC—HVC Y LOCK,ON SHEEP 5. 130 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HQ CENTERMATES HVQ* W,( • LOCK (EXTERIOR) W/ Qt LOCK (INTERIOR,) SEXES 9446 Al UTAiNUM , (2024-T3 ALLOY)LARGE RANGE THBL a®°'1©•OA'�WQry�°'�10{•113 w SHEET NUTSERT,PART/0820. t6•®Ty©•4.J'\;-;!•�'.%'� AS MANUFACTURED 8Y AVDEL CHERRY TEXLORN,PARSIPPENY,NEW JERSEY ©•lJ.©o,©•l!1-G:1A 07054 OR EQUAL •1:01 ®•OpeQ•0 3 M NOTES a LOCxW.Roos@."(D Loos aN sMW S �--0 /-'(tr1 ##wamrs L FLO47M e.4cro DETaL x5D w n ! VAPID FOR IIT.CE1fTFFAGiCS e,PFUGTONS A"'8l IQ HDD—HVd** FLOATING STACK FLORIDA BUILDING CODE (High Velocity Hurricane Zane 11 p,.•. .'' �� ©2017 EASTERN MEAL SUPPLY,INC. BERTHA HVTM i i.� ECO 1 N c, A, ,�i,A,, Accordion Shutter System H.V.BADE 11 W/OR W/0 RV.WINDQW BLADE American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN BY: M.L. S, 74' TILUT TESTING & ENGINEERING COMPANY Association, Inc s OLD 1s Pso loz/1 DATE PB/Pz/t7 OF a 8353.N.W.36th,Si.,Ste.303,YJLGititt GARDENS,7tORIW.3316 F t1R Phone (305)871-1530.Fox:(305)871-1531 4268 West Roads Di,. 2 DRAWING No t .F�'`�i�(F lt1 a-maa:t0006sam.com Y004 2-2 04 . FL 33407 3 17-122 ^�JhIV((fAt L%1w,�f1,1 WALTER A TILLUTi Jr.P.E. Phone: (800)432-2204 Fox: (561)209-6380 4 P.E'SEAFJ$JGE�AT1URE%DATE FLORh'A L;O.0"167 5 SHEET 6 9 OF 20 ,—POURED CONCRETE OR '—'POURED CONCRETE _ POURED CONCRETE OURED CONCRETE CONCRETE BLOCK WALL 1 1' � OR CONCRETE OR CONCRETE / OR CONCRETE rl REQUIRED BLOCK VIALL REQUIRED i / BLOCK WALL REQUIRED r? BLOCK WALL REQUIRED EXISTING GLASS I f —EXISTING GLASS CONCRETE ANCHOR—, r —EXISTING GLASS ' t� . • ' I 2'MIN; EXISTING GLASS KrJ 16"O.C. I ;. 1� __ f �1 MN.SEPAFWTIDN �.•^ ...JJJ —..1 ,,.-7 r r� I MIN. ' ..L -1 TO CLASS(SFS \• M<"N.SFPtaRATtIXd a �:T• " � —-�—i e MN.SEPARATION f SCHEIXRE ON MEET - hCrL SEPARATION EQ EQ : TO (sEE 11 FOR BIADE(DMD To GLASS(SEE ') ro GLASS(SEE SWEDULE ON SHEET ^ ON SHEET 19 FOR SCHEDULE ON SHEEEi I j - 11 FOR Bcn ©Aran t%16'xa'MAX. C&t�A 11 FOR BLADE(DAND SCHEDULE ON SHEET ON SHEET'19 FOR (6063-T6) CONT. ON SHEET 19 FOR 1 '�I• 11 FDR SLADE RAND (LOCATE AT C 'BLADES Q&0) ALUM. CLOSER l ` BLADES CL&1 lj I�BLADES G&FCR SIDE l�_.• ( TE T EITHERSIDEt M N ` (� 1/2"MIN, OF& 4-USE 1'OR 2"MAX. '#lOxij2' (AS APPLIGIBLE)x2'x1/8"x0•-2• B 16'O.C. j ! ALUMINUMCUP ANGLE ® 16'O.C. f - -""< 4 (6063-T6 ALLOY)AT MIOHEIGHT —� � A j (1)#10x1/2'SALS.70 s& 1 l } WALL AT 1 A D.C. (LOCATE AT S ANCHOR TO t rj� I SEE DETAIL X FO1/4 al OR ♦ EITHER SIDE OF 4 S { _ SIDE CONNECTION �) j U OR (�9 ( OR�(13 ? SEE DETAILON X FOR ' OR 6�� I TO TRACKS IAC OO 49CmY0•4? /ECTIONOy«fgm®•Cm BCm.to. m I SIDE CONNECTION 1 6• 8 1« SEE DETAIL X FOR1 tm•�m 6•Qm .,�31m TO TRACKS Jm m 6•�m 10•(3« �1Ow « mf�•�fsm SIDE GOO NTRACKS -� 10•a�7«•7. 1Q•1�s«�i•qs L 1o•ti3«p�• m C3« C6 7p eimO C7 18« it 0 s-tm�fi` C; 3s« 0 0 m�•o• « ® 'gy m��•�m�.07m .C881m0.6am0"0�m 5,. 8,m1y.. m a• ns.a�m�3•n�mUa.•�jm �. r. C �' C �« Q•Qs�m1i»7�-i�3,mt9•{5>mCg mi�•�' 6 6•m 1s -7 s '' �B•�a,m19.Jm�'Y�°'�m�'® fJ•�smfis.,fis�m1C`�.Z'sm�m�2,•�a C'L3^2�mC•Z..«Cm�Z•�9' END CONNECTION DETAIL(1) END CONNECTION DETAIL a END CONNECTION DETAIL(3) END CONNECTION DETAIL 40 POURED CONCRETE OR '1•REQUIRED ,,,FOR SPANS GREATEREXISTIttAN t2•-0' EXISTING GLASS I �j CONCRETE D BLOCK WALL GLASS NG 4 ice. GLASS 4 / KEN.SEPARATION 91021/2"S-M,S MIN.SEPARATION TO CLASS(SEE I% - .` 0 16"D.C. \• 74 GLASS{SEE ^,,-, 1 SCHEDULESHEET ( CONCRETE 1/2"MIN. 1 MADEON�D !!!/// _==___A____ _ m, `u)O-j Oa�10- / ON SHEET 19 FOR ANCHOR 0 \ i-'i ON St{EET 19 FOR //�� -__ ___�-f /✓� "COANC ORS r BLADES 0&0 12"O.C. .•'�. f BLADES OT&I� 'q )Z�CP.{y'LR G' OF O.C. 1-{______ 1 2 MIN. i L-I '"`� _MK MIN. _ _i•"'_"S � ED '' 6 or`eti"5�}ORiIOP :•2"MIN. ," ; �: 2'MIN,: ♦ SEE LIMITATIONS OF USE FORy OR 1 i BLADE,A ON SHEET 19 GR 1�'OP(13' VIEW Y 5 ' 1 OR t ♦ PLAN ORCZ 1 ORhg` _ 'mtmC O«60m�tJ �« DETAIL X L POURED CONCRETE OR '� tm(gtm©•7CmC8'1wtO• « Ed-4`>.m0•�mG'•I�sm . CONCRETE BLOCK WALL ;D •Dv°' , � C•1 REQUIRED m©.J.CI Bim END INSTALLATION 76 n�mq{7�. m �� ,gm �r��� �« { HV BLADE OR i HV WINDOW BLADE INTO �,.Ra,mQ. ma.vm �•�amE;. m ,.�m� CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL(5) BQ•za'mDJ•a3«v•6smtRi� CONNECTION DETAIL O «Lz'f9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone if" T�. ^•��„a` ©2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM TiL E C O A,S.S.A. Accordion Shutter System HY.BADE#1 W/OR W/O H.V.WINDON BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY; M.L :•7}';` TILUT TESTING & ENGINEERING COMPANY Tr�j QF Association, IRC. i OLD 15-080 /02/17 DATE: 08/02/17 S. ¢ 055 N.W.36w R.sea..105.vaGww 6AMENS,FLOMM 3.116 Ass West Roads Inc. ,.jln •.. Phana (305)671-1530 Fax (305)871-7531 2 ~^s 7f/11 RID <i�. {t a-mail:tilt..W.I.— West Palm Beach,FL 33407 3 DRAVANtG No L„r••••..•`�G` 1Oi11 WALTER k TILUT Jr,P.E. Phone: (800)432-2204 . Fox: (561)209-8380 4 17-122 �T.P,• SSG A,SUftE�/OA7E FLORIDA Lie..§I 44167 6 10-OF 201 SCHEDULE SCHEDULE #2 E SCHEDULE #4 (1)L+:MAXIMUM ALLOWABLE SPAN FOR A 0 SEPARATION TO CLASS REOUIREMENTS MAXIMUM SHUTTERRATING. MAXIMUM SHUTTER SPAN L+" OR 1-" (ft.) SPAN* MAXIMUM SHUTTER SPAN*"L+" MAXIMUM SHUTTER SPAN*1+" GIVEN POSITIVE A.S.D. DESIGN PRESSURE FOR INSTALLATIONS W/ Eal "L+" OR "L-" (ft.) FOR OR "L-' (ft.) INSTALLATIONS OR 1-- (ft.) INSTALLATIONS L-: MAX.ALLOWABLE-SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO & or�5 or W/ ONE INSTALLATIONS W/ OPPOSING SYMMETRICAL CENTS I Z6L CENTERMATES NEGATIVE A.S.D.DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN C 1 8,122 &@_W/ TWO HV @ OR 1 'k W/ ONE HV LOCKS THE FIRST 30'-0'ELEVATION OF BUILDING W/ OR LOCKS OR TWO OR W NO LOCKING SPAN FOR WALL MOUNTINGS OR HV LOCK P or or a or HD LOCK � - �N"EHV!Lff�K OR i 14C (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO 0 OR CENTERMATES U & OR NO OCKING0 LOCKING RODS (0 TOP/BOTTON ODS FLOOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS W/ ONE HV LOCK 6b V11 TWO LOCKING RODS RODS ♦(5 *'(SEE NOTES tit VI/ ONE HV LOCK I& OR (VAUD FOR MOUNTING Q INSTALLED ABOVE ELEVATION OF BUILDING, Top & BOTTOM +(SEE NOTES ttt OR 0#(SEE NOTES t" SHEET 7) GIVEN A POSITIVE A.S.D. DESIGN PRESSURE MEASURED AT BOTTOM OF SHUTTER IS 3'. — RATING,DETERMINE MAXIMUM SPAN 'L+' &-WOOD CONCRETE FROM SCHEDULE. mwmw CONCR CONCRETE&WOOD M)QAA, CONCRETE&WOOD INSTALLATIONS MnxtVuu0 ASO. INSTALLATIONS A.Sa' Also. INSTALLATIONS GIVEN A NEGATIVE A.S.D. DESIGN ASO. DESIGN INSTALLATIONS 0 DESIGN DESIGN PRERWRE FLOGR/cElUNG PRESSURE WALL MOUND14GS PRESSURE FLooR/CEiuuG uouNntg; PRESSURE RATING,DETERMINE MAXIMUM MINIMUM SEPARATION TO GLASS SCHEDULE: RATING WALL MOUNTING RATING Ik PATRIG FLOOR/CEIUNG MOUNTING RATING OR SPAN'L-"FROM SCHEDULE. _�OU MOUNTING FLOORICE[UNG MOUNTINGS SHUTTER W/ ONE LOCK WITHOUT LACKING RODS 1+09 1.OR-1) (1 OR 0!W MOU NG E�o Z7 L+ 00 1 L-(%) L+ (ft) L-(ft) L+ (ft) L-(ft) L+ III) I L-(4) L+ tft) FINAL MAXIMUM ALLOWABLE SPAN IS EOUAI 30 IX-2' t6'-0" 13*-2' 16,-0, .30 12'-3' 14'-9' 30 131-1- 16,-0" 30 13'-2' 16*-0* TO THE MINIMU DETERMINED SPAN SHUTTER INSTALLATION W/ INSTALLATION W/ 35 12'-8" 14'-t0" H12*-8- 14*-10- 35- ll,-q- TV-a' 35 12'-7- 151-7* 35 12'-8* 14*-10' BETWEEN'L+"AND'L-. SPAN SYMMETRICAL OPPOSING CENTERMATES CENTERMATES 40 12'-3" 13*-10' 12'-Y� 13'-10" 40 17'-4- 12'-9' 40 12'-2" 15'-2" 40 12'-3" 13'-10* (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN 105" 45 ll'-11, 13'-7" 45 W-1- 12'-G' 45 114-9- 14'-3" 45 11*-11" 13'-1" WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 3 318% 4- so 11'-7- 12'-_5' 11'-7- 12'-5- 50 10,-9" 1 V-5" 50 W-6, IV-7" 50 1 V-7' 12'-5' 55 1 V-41 I1'-10, 11'-4' I1'-10, 55 -TO;__6_-To-�11- >105*TO MAX. 3 7/81. 4" 55 1 V-3- 12'-11' 55 1 V-2' lv-w FOR A GIVEN POSITIVE A.S.D. DESIGN ALLOWED 60 ll'-I" 17'-4- 11'-0"— 11'-4- 60 10'-3" 10'-5' 60 t1'—O" 12'-4" 60 I0`_2^ IV-11, PRESSURE RATING. 65 101-10' 101-10" 10'-7o 10'-10' 65 10'-0' 1D'-0' 65 10'-9' 17'-11" 10'-I" DETERMINE: USE 2 1/2-FOR HD LOCK E Li+= MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HYACS?ZROSP 70 10,-6, 10'-2" 70 1.-8. 9.-8. 70 10'-7" 1 V-S" S :-4- INSTALLATIONS, 75 10'-1' 9'-10' lo'-I" 75 9*-4' 9'-4- 75 10'-4" 1 Y-1" L2+- MAX.,SPAN FOR FLOOR/CEILING MINIMUM SEPARATION TO GLM SCHEDULE: 80 W-10" 11-9. W-10" so 9*-0' 9,-0- 80 101-0, io*-g* MOUNTING NSTALLAIIONS. SHUTTER W1 ONE LOCK&IWO LOCKING RODS OR 85 1'-6- 1.-3. W-61 85 81-9" 8.-9. 85 W-9, 10'-51 FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS 90 0. 9-3- 90 11-6. so 9.-5. 10'-l" PRESSURE RATING. DETERMINE: SHUTTER INSTALLATION W/ INSTALLATION W/ 95 W-0. 9-0- 95 8'-3"_ W-25" 95 9'-2- 9,-I0* LI-- MAX.SPAN FOR WALL MOUNTING SPAN S)NMETRICAL OPPOSING 100 W-4- W-6" W-9. 100' 1.-,. 1.-1. 100 9'-7- INSTALLATIONS, CENTERMATES CENTERMATES L2-- MAX. SPAN FOR FLOOR/CEILING 105 8'-7- 7'-11' 8'-4" 8'-4' 105 7'-1 I' 7'-11" 105 9'-4- MOUNTING INSTALLATIONS. OR 105" 2 3/4' 3 3/16- -110 W-4- 7'-7- 8'-2- 7'-I1l 110 7'-8- 7*-7_ 110 81-7, W-2" mAxiMum SHUTTER RLESS 115 8'-2- 7'-3- 111-1. 7'-7" 115 7'-6- 7'-3' 115 8'-4- W-11, SPAN "L+"OR'L-"FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQUA! >105-TO MAX. 3 1/4, 3 1/4- 120 7*-10* 7'-4- 120 7'-4' V-11- 120 .:-2- 8'-9- 1 INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN'L,+*, 't2+-. ALLOWED W-11' %­'AND "U_" USE 2 15/16'FOR NY'I"LOCK(��%Y/@ 125 7'-10" 1.-,. 7'-8" 7'-0' 125 71-3" 6,-w 125 8'-0" 8'-5- SHALL BE LIMITED TO 105 1.30 7--8' 6'-5- T-6- I.-V 130 7--1' 6'-5" 1.30 T-10" W-l" PSI. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL USE 4 1/8'FOR Kv Y LOCK(5 -135 7'-7- 6'-2' T-4- W-6- 135 W-11" 6'-2' 135 7'-9- 7--9- MUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTERMATES. 140 7'-1' _5'-I 1' 7'-3- 6'-3- 140 6'-10" 51-11' 140 7'-7- 7'-6- ZSR DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING, INSTALLATION LEGEND 145 7--3- 1.-9. 7'-1 W-Cr 145 W-51' 145 7--5- 7'-3' 1 150 7'-2" 5'-7" 7'-0' 5'-10" 150 6'-7' 5'-7" 150 7--4- 7'-0" CONCRETE&MANSORY WOOD .. 155 7*-0" 5*-5" 6.-Io11-1. 155 W-6- V-51 155 7'-2- 6--9- t H.V. CORNER CENTERMATE#3 MAY BE 160 6'-1 I" V-2' 6'-9 5'-6- 160 5'-2- 160 7--l- 6'-7- USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A" 8, C. 0, E, M. N.0,P.0,R. 16S 6'-10" 5'-1' W-8" W-4- 165 r. 165 7'-Cr 6*-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F. K & L. S&V. 170 6,-9, 5'-2". 170 6'-2' 4'-L1 170 61-11" 6'-2' MANDATORY CONDITION #2 NOTE#5, SHEET 5. 175 6'-7' _47-T-1—6'-5' 5'-G' 175 4'-1' 175 W-9, 61-0. I FLOOR/CEIUNG G. H, 1. 11 + J. T. U. %7& X. 180 6'-6' 4'-B" 6'-4' 4'-10" 180 6'-0' 4'-8" 180 6,-8" 1EXCFPT THAT MAXIMUM SHUTTER SPAN"L+"OR"L-"AND MAXIMUM AS.D. MOUNTING + M. 155 4*-6' 6'-3' 4'-9- 185 5*-I1' 4-6' 18 6'-7- 5-8- DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 190 6'-4- 4'-5- W-2- 4-r 190 V-10, 4'-5' ISO a.- I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64-72 p.slfl 195 61-3. 3. 195 5--9- 4-3* 1 195 6'-5 V-5- AND 8'-0' SPAN HV BLADE 6'-2" - 4'-2* 2 SEE MOUNTINGGON SHEET 7. 200 4�2' 200 1 5-9, i F -1 61-,. _1. - - 1 4'-l- 11 02 205 4' 205 5-8 .5 :Z3' 5'-1" FLORIDA BUILDING CODE (High Velocity Hurricone Zone) ";01, @ 2017 EASTERN METAL SUPPLY,INC. li+t BERTHA HVTM A.S.S.A Accordion Shutter System RV. RADE#1 W/OR W/O H.Y.VAMOW BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAVI4 BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Associction, Inc. I OLD Is-wo )8/02/17 OATS: 08/02/17 STAT= 6355PN.W,360, ".305. rr GARDENS, ORM 3316f 4268 West Roads Drive 2 (365)871-1530.r..:(305)871-1531 DRAWING LUr .J,P.E. N West Palm Beach, FL 33407 3 Phone: (800)432-2204 . Fox: (561)209-8380 —4 7— 23 ....... $1 WALTER PL TI FLORIDA U,_#44167 51H 6 OF 20 W.11.. .t: . . t t: 1/9a Ja1 :a `�a .r • a �:• :lll t:t :at : *.; 'eat♦ „t alta iP s:� sa. 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BERTHA HVTM A.S.S.A. Accordion Shutter System MADE OR s RV.WWOWt r { Ph— (305)871-1530.F-(305)871-1531 West Rocds Drive •' � ,�: ,. FLORIDA U,#44167 MAXIMUM ANCHOR* SPACING SCHEDULE FOR A GIVEN MAX..SHUTTER SPAN, A.S.D. SIA (10.) P SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES a DESIGN h'cG:T11'E LOAD AND A CORRESPONDING A;OtRii1NG TYPE F0,4 CONCRETE INSfAiAT1ONe (SEE MOUNTINGS E G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min,f'c-3 W) MAw w @WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING ANCI4oRs spAciNG LEGEND - 1140 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUtLDEX.(Min.Pc-3 ks1) SPAN - 1/4'0 x 3/4'ALL'POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY.(Min.f'c=3 kai) (10 A.S.D.DESIGN NEGATM LOAD psf) _AS.D.DESIGN NEGATIVE LOAD Pal AS.D.DESIGN NEGATIVE LOAD(pat TAPCON WffH ADVANCED 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.fen 2 ksi) 30 140 160 175 ISO 112011601205 30140160 75 90 112011601205 30 40 160 175 190 120 160 205 THREAOFORM TECHNOLOGY tj4ro TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED 13Y ALL POINTS SCREW,BOLT&SPECIALTY 14 12 1 t0 1 9 1 H 1 8 6 15.5 14 112 10 9 8 8 1 6 1 6 14 12 10 s B H 6 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0` - 14 12 10 9 8 8 '6 6 ALL POINTS SOLID-SET (Min.V.-3 ksi) OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 BLUE TAP R+CAP NOTES: -T4 MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WTTH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 H 8 8 7 74 12 10 9 B, H B 6 14 12. 10 9 8 e 6 6 TAPPER+ 14 12 10 9 8 7 55 3.5 14 12 10 9 8 8 8 6 14 12 10 9 8 8 6 5 i 3/4;AND FOR BLUE TAP W/CAP ANCHORS IS/ 1j2'. 14 12 10 9 8 H 6 55 4'-0`[14 12 10 9 8 8 6 4 14 12 10 9 8 8 8 4S 14 12 10 9 8 6 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1 2 LONG MINIMUM SHOULD STUCCO IXL9T,AND 12 10 9e H 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 /12 10 9 75 5S 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 6 7 5.5 4 0SFE UY7A710NSOF1'MINIMUM FOR WALLS WITH NO STUCCO. BiMELA ON SHEET 19 -.JIi4 12 10 9 8 e 6 4.55'-O' - - - A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS FJ ANY VENEER BE FOUND ON THE EX SHA WALL S FLOOR.12 10 9 H 7 4 - 14 12 10 9 8 8 5 3S 14 12 10 8 65 5 3.5 3 ANCy0R5 SHALL BE LONG EN011GH 70 REACH THE MAIN STRUCTURE BEHIND SAID WALL FlNLSFRES ANCHORAGE SHALL 8£A5 INDICATED ON t2 ,O 9 8 7.5 45 - t4 t2 t0 9 8 8 6 4.5 44 t2 10 8 8 6 4.5 .75 NOTES At)&A2)ABOVEFOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 12 9.5 7S 6.5 4.5 - - 14. 12 10 9 8 7.5 5.5 4 14 12 10 9 8 6 4.5 3.5 INSTALLATION INTO ETFS WITH METAL STUDS SEE SHEET 2BA. 6'-O` - - - - - - - - - - - 14 12 10 9 8 6.5 5 35 14 12 10 9 7.5 5.5 3 - 14 12 10 &5 7 55 4 3 14 12 8 6.5 5.5 4 3 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 8 6 - 14 12 10 9 6 6.5 5 75 14 12 10 85 8 5 4 - - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEK 14 12 8 6.5 5.5 3 - 14 ,2 10 9 8 65 4,513.5 14 12 10 -8 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7,-0v - - - - - - - - - - - - - - - 14 12 10 9 7.5 SS 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 5.5 4 - - 14 12 9 75 6 4.5 3.5 - 14 105 7 55 4.5 3.6 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 12 10 85 7 4 - 14 12 10 9 7.5 55 4 - 14 12 9 7 75 4.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED'WITH THE AMERICAN SHUTTER SYSTE34S ASSOCIATION INC. 14 11 7 5.5 45 - - - 14 12 10 9 7.5 5.5. 4 - 14 12 4 7 6 45 3 14 12 ,O 8 6.5 5 3.5 - NOTES: 8'-D. 14 12 8.5 7 5.5 3 - - 14 12 8 6.5 5.5 4 3 - 2.5 9,5 6 S 4 3 - a1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH ,4 t2 95 7S 6 - 14 T2 9S 8 65 5 - 74 T2 8 6 65 a ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 65 S 3.5 - - - 14 12 10 8 6S 5 - - 14' 12 8 65 5 a - - 82)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 BS 7 55 4 - - 14 11.5 7.5. 6 4 - - - 14 11 7 5.5 5 35 8 5.5 4.513.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4`0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 74 12 8 6.5 45 - - 14 12 8.5 7 S.S 4 - ,4 105 7 SS 6 45 EXIST,AND 1*MINIMUM FOR WALLS WITH NO STUCCO. 1.5 8.5 5.5 4 - - - - 14 12 9 T 8 4.5 - - t4 7, T S.5 4S 3.5 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-0' ' '- -' - - - 14 12 8 6 S 4 - - -ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 ,05 7 5 35 - - - 13 9.5 65 5 4 3 - - 10 7.5 5 4 3 - - NOTES 9.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7S 55 - - - - 14 115 9 6 5 4 - - 25 9.5 6 5 4 4 - - .FOR INSTALLATION INTO FIFE WITH METAL STUDS SEE SHEET 20. OS 8 5 - ,4 12 8 65 55 4 - 13 10 65' 6 4 3 I1'-0` - - - - - 14 10.5 7 55 45 3S - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 25 9.5 5 - 12 9 6 45 4 3 9 7 45 35 3 t4 10 7 - - 14 10.5 7 SS a5 - - 16 8.5 55 45 .75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 45 - - - - -- 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - - - - - - - - - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS. 12'-0'11.518.514.51- - I1 8 5.5 4 34 - 8 6 4 3 - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE 13,519.518 - - - - - 13 9.5 6.5 5 4 - - 0.5 8 5 4 - - - ANCHOR SPACING BY MULRPLYWG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - 14 t0.5 7 5.5 4S - - 11 8.5 55 45 35 - _ _ REDUCED SPACING GEMMED USING FACTOR SHALL NOT BE LESS THAN MNIMUM SPACING INDICATED FOR EACH ANCHOR TYPE I3'-O' - - - - - - - - - - - - - - - - 12 9 6 4.5 4 - - ACTUAL FACTOR G5 H - - - - - - 10 75 5 4 3 - - 75 55 4 3 - - - W/ADVANCE THREwFGRM TAPPER+ 12 9 6 4.5 4 - - - 9.5 7 5 4 EDGE ALL POINT SOLID SET BLUE TAP W/CAP 8 6 - - - - - 13 9S 65 S - - - - OS 7S 5 4 - - - - V B DE OR DlCTANCE MIN.SPAdNG MIN.SPACING - 11 8.5 5.S]4.51- _ E.D. 3' 4' MIN.SPACING w 3 1/2' MIN.SPACING-3' 3 3/4' 4' t4'-D' 1G 7.5 ^ - - - - 9 7 45 3.5 - - - - 7 5 3.5 3 - - - _ 1 H BLADE POLBED OJlIQ7ETE 00ACFkTE fiOCK POURED siGeK& POG NG°aErE°NaLOGK°c 'oxx:�TE oaNDmEBEs SI.S 8 - - 71 8 55 4,5 - - 9 6.5 45 - - 1 V i MN EOv3 1/2' MN ED.v21j2' MN.Fa•3 I MN EDv3' Mx ED v3 1/2' MN ED.v2 i/ z5 - - - - - I- - 12 1 9 6 - - - - - 94 ] 4.5 - I I- - - BLADE WORKING a' 0.90 1.0 a7B ,.o 0.84 1.0 15'-D' - - - - - - - - - - - - - - - - 0.5 H 5 - 2 1/2' D.Bt LD - - Ds7 t.o 9 _ _ _ _ _ _ H.S s.5 4 - - - - - 6s 5 3 - IN UNISON 10 - - OS 8 5 - 8.5 6 4 2' G.71 - - - 0.51 - 7 - - - - - - - 1.5 es 5s - - - - 9 6.5 4.5 - - - - - 1 3/4' 0.91 _ _ - 0.43 - 10 7.5 5 - - - - lTa4 .ixl.Lvs tt I6'-O' 8 _ _ 8 6 4 - - 6 4.5 3 1 1/2` - - - - 0.35 - 9.5 - - - - - - - 9.5 7 s - - - - - H 6 a - - - - - FLORIDA BUILDING CODE (High Velocity ttUTTia°ne Zone) '11 if i� tA A t/ '" ©2017 EASTERN METAL SUPPLY,INC. ,1y, r~ ••n AIo �-Eco , BERTHA HVTM liL &S.S.A. Accordion Shutter System jrLv BLADE#1 w/OR w/o xu WINDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems RCV.No DESCRIPTION DATE ORAw'N BC ALL SDST 6355 UN.oath.sL.s1e.M.nRdrrA GNtDTNS,FLORIDA 331 Association, Inc. t OLD 15-080 H/02/1 DATE: . 08/02/17 ' AA' Phone:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 ~ '•, IC' A e-mail:Lille-Gool.com West Palm Beach, FL 33407 DRAWING No �tv+'•.�Oi11D4:� ��WtT 1:8-OOa6]t9 Phone: (800)432-2204 . Fox: (561)209-8380 3 �-122 •.. �'J•1 " ••• ��, �J WALTER A TILLIT Jr.P.E. 4 p,E. I r�N $�tgloATE FLORIDA Lie.0 44167 a ISH of 20 �¢xSM1l� ANCHOR* SPACING an.) SCHEDULE FOR A GIVEN MAX SHUM SPAN A•S.D. DESIGN NEGATILE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSrALLATiONS (SEE MOLIONGS I,J,K&L ON SHEET 7) POURED CONCRETE ANCHORS SPACING LEGEND VAIGMUM I WALK DYER& Il TRENCH QRAINGUARD MOUNTING (K)WALL/FLOOR MOUNTING OL WALL/WALK OVER MOUNTING SPAN A.S.D.OESIGN NEGATIVE LOAD(psf) AS,D.DESIGN NEGATIVE LOAD(pst) AS.D.DESIGN NEGATIVE LOAD(psf) AS.MDESIGN NEGATIVE LOAD(psf) TAPCON WITH ADVANCED (III) THREADFORM TECHNOLOGY 30 40 60 75 90 120 160 205 30140 160175 90 120 180 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 14 72 10 1 9 e 8 6 6 12 /2 12 12 12 1.5 8S 6.5 7 7 7 7 7 7 7 5.5 5 s 5 5 5 5 ALL POINTS SOLID-SET 3'-0" 14 12 10 4 H 8 8 6 12 12 '12 tx 12 t2 93 7 7 7 T 7 7 7 7 7 5 s s s i s s 5 BLUE TAP R LEM 14 12 YO 8 H B 6 6 72 72 12 12 O.S 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 TAPPER+ 14 12 70 9 8 8 6 6 12 12 12 12 12 !O 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 8 B 12 12 12 ix 7.5 85 6.5 5 7 7 ] 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-0" 14 12 10 9 8 8 6 6. 12 12 12 12 12 9.5 7 S.S 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 to 9 8 8 6 6 12 12 12 9.5 8 8 4.5 3.5 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 55 4 7 7 7 7 7 7 7 5.5 5 5 5 S 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 SS 4 3 5 5 5 5 5 5 4 3 5'-0` 1{ 12 10 9 8 8 6 6 12 12 12 12 16 7S 55 4 7 7 7 T77 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 H 8 6 6' 12 12 9.5 7S 6 4S 3S - 7 7 7 75 35 5 S 5 5' S 5 5 4 14 12 10 9 8 8 6 6 12 /2 12 95 8 6 4.5 - 7 7 7 7 SS 4 5 5 5 5 5 5 -5 4 SEE ANCHOR 14 12 10 9 8 e 6 6 12 12 1.5 9 7.5 5S 4 3 7 7 7 4.5 3.5 - 5 5 5 5 •5 4.5 3.5 - SPECIFICATIONS 12 10 9 8 a li6 12 t2 12 10 8 'S 4.5 3.5 7 7 7 7 7 7 5 5 5 5 i 5 5 5 ON SHEET 13 6'-0" 14 72 10 9 B 8 6 6 12 12 8 6 5 4 3 7 7 7 55 4 5 5 5 5 5 ,S { 3 14 12 10 9 8 6 6 6 12 12 10 8 6S 5 .75 - 7 7 7 6 4.5 - 5 5 5 6 5 5 4.5 14 12 10 9 8 8 6 6 12 12 10 8 6S i 35 - 7 7 7 4 - 5 5 5 5 5 4 3 - 7,-0" 14 12 10 9 8 8 6 6 12 12 12 eS 7 5 { 3 7 7 7 7 7 6 5 5 5 5 S S 5 514 12 10 9 8 8 6 6 12 10 BS 5 4S 3 7 7 7 5 3 55 5 S 5 5 3S 3 14 1z 10 9 8 8 6 6 12 12 8S 7 55 4 - 7 7 7 5 - « 5 5 5 5 5 5 4 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 85 7 55 4 3 - 7 7 7 5,5 4.5 3 - - 5 5 5 S AS 3S - PSF A.S.D. DESIGN PRESSURE 8•-0" 14 12 10 9. H 8 6 - 12 12 0.5 75 6 4.5 3.5 + 7 7 7 7 7 7 7 4 s s 5 5 s 5 5 5 RATING & FOR SPANS PER 14 12 10 9 a S 6 - 12 9 6 4.5 4 3 - - 7 7 7 7, 55 4 - - 5 5 5 5 5 4 3 - SCHEDULE #4, SHEET 11 T4 12 10 9 8 8 6 - 12 17 7.5 6 5 75 - - 7 7 7 75 6 4.51- - 5 5 5 5 5 45 - - 14 12 10 9 8 8 - 12 1.5 7S 6 5 3.5 7 7 6.5 5 4 - - 5 5 6 S 4 3 - 9,-0. 14 12 10 9 8 8 - - 12 12 9.5 65 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 0.5 9 5 4 3.5 - 7 7 7 6 5 3S - 5 5 5 S 5 4 3 .. 14 12 10 9 8 8 - 72 10 65 5 43 - 7 7 7 65 55 - - - 5 S S 5 5 4 - 14 12 10 4 8 8 - 12 0.5 7 5.5 4.5 3.5 - 7 7 5.5 4.5 3.5 - 5 S S 4.5 35 - - l0'-0"14 12 10 9 8 8 - - 12 11 S5 6 5 3.5 - - 7 7 7 7 7 7 4,5 5 5 5 5 5 5 5 4.5 14 12 10 9 8 S - 9S 7 4.5 3.5 3 7 7 7 5.5 4S - - - 5 5 5 5 4,5 33 14 12 10 9 8 8 - 12 9 6 5 4 7 7 7 6 5 - - - 5 5 6 4.5 5 14 12 10 9 8 8 - 12 95 6 5 4 3 7 7 5 4 3 - - 5 5 5 4 35 - - 11'-D" 14 72 16 9 8 8 - 12 10 7 5.5 4.5 3.5 « - 7 7 7 7 7 7 35 - 5 5 5 5 5 5 5 4 14 12 10 9 8 8 - - 11 6.5 4 35 3 - - 7 7 6 5 4 - 5 5 5 5 4 3 HV BLADE ONLY 14 1 2 10 9 S 8 - - tt 8 55 4 - - - 7 7 7 5.5 4S - - - 5 5 5 5 S.5 - - - ` , 1 14 12 10 9 a 15 8.5 &S 45 3.5 - 7 7 4.5 341- - - - 5 5 45 3.5 3 - 12'-0"i4 12 10 9 8 - - - 12 9.5 65 5 4 3 - 7 7 7 7 7 6 3 5 5 5 5 5 5 4.5 35 14 12 10 9 a 5 6 4 3 7 7 3.5 4b 13.5 - 5 5 5 4S 4 3 14 12 10 8 8 - t0 7.5 5 4 7 7 8 5 - - 5 5 5 5 4 - ti 72 10 9 8 OS 8 5 4 3.51- 7 6.5 4.5 35 - - - 5 S 45 3.S 3 - - 13'-0"14 12 10 9 H - - 15 8.5 6 4.5 3S 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 45 35 14 t2 t0 9 8 7 5S 35 3 7 7 5 4 3 - - 5 5 5 4 3 - - 14 12 10 9 H 9 7 4.5 .75 - 7 7 SS 4.5 - - - - 5 5 S 4.5 4 - - 14 12 19 9 - 10 75 5 4 3 - - - 7 6 -4 3 5 5 4 3 - - - 14'-0"14 72 10 9 - - - - O5 8 5.5 4 3S - - 7 7 7 7 7 4 - - S 5 S 5 5 5 4 3 14 12 10 9 - 6.5 5 3 7 7 5 3.5 - - - - 5 5 5 4 - 14 12 10 9 - - - - 8.5 6S 4 - - - - 7 7 S 4 - - 5 5 S 4 - - - - 14 12 10 - - - - 9 7 4.5 33 3 - - - 7 5.5 35 - 5 5 3.5 3 - - - 15'-0"i4 12 10 - - - - TO 73 5 4 3 - - 7 7 7 7 7 3,5 - - 5 5 6 5 5 5 4 3 14 12 10 - 6 4.5 S 7 7 4.5 3 5 5 4.5 7.S - - _ 14 /2 /0 - 8 6 4 7 7 5 - - - 5 5 5 4 - - - t4 12 10 - _ _ - 8S 6.5 4 35 - _ - _ 7 55 35 - 5 L 14 12 10. - - 9.5 7 4.5 3.3 3 - - - 7 7 7 7 6 3 121 u 1z 10 - - - 1- I- 7s lo.5 .7s - - - - - 7 7 as - - - - - 5 s 145 1- - - - - FLORIDA BUILDING CODE (High velocity Hurricane Zone) ©'2017 EASTERN METAL SUPPLY,INC. 111 �l tjT"" ,__ /� BERTHA HVTIA n4,4 1� ;PW5 s �l[. E C O INC. A■S■S■A■ Accordion Shutter System HV.&,ADE#1 W/OR W/0 H.Y.WINDOrY MA X American Shutter Systems REV.Ne DESCRIPTION DAZE DRAWN BY: N.L } TILLIT TESTING & ENGINEERING COMPANY 6355 N.W.3EN.St„She.305.%IMNG GARUVNS.FLORTA 3316 Association, Inc. 7 OLD 15-080 /02/17 DATE: 08/02/17 Phone:(305)B71-1530.Fox:(305)871-1531 4268 West Roads Drive 2 -61:a:tilteca*ool.com DRAWING NO West Palm Beach, FL 33407 3 �1 ��. Fd�HidP 111 EB-0006719 Phone:(800)432-2204 . Fox; (561)209-8380 4 17-122 'C 1 WALTER A,TILLIT Jr.P.L FLORIDA SHEET '�'Pf1 BE4/Sl "DATE Lie.Q 44167 5 14.0E 20 V t<+trj{rrr: . ♦ .:l1A,• „•:. ::� •:: '•�. . „s Alla A!' • „ta .�i • i7:. :i•� ME OEMWOW �mmmmm�iodmm ®®' �'�mdonpoa�mm�o�ao®�monnQdo�o�000��m�iimmimoavoQ�m�ao �:i�immanQas� �mmmommnn mmmommnn mmmom�nn aione�®®oo mimmiram®on mma�Eaml®on mmmormm�n00mc�r=Arnim©oa�mmoni®mngnne�nmmmwmm�ac�m�n®mEu�ac�ms� .- tElmiI700E�nn0miL7QO0t'�nmmmElObE31®QiIE7taQdi7E37Q�minEYOa ndmiapE�0001 • ®0L©OtDOnnn 0mE7 momnd mImIE1Q�E�II�1aRi1 dQE7FaC�®t7n mlmE�iDl[�®nn R�mOiD[�®®of �lmmE�QAnnmmiI�E�dt�nntitd[UES[ [3=lnE�l70<Iit]td1��6�iF3mE70[�nn6fd0E�d[�nL7 ` dmmO0nm m0nnmmm00®On iDtmw"MmnMiLlam ml�i�7t�E�so11"i i�MM""m s6lmM"Mmnnm6�iI7dE71®ismdOE7di>r©panmm�omnnn ®t�O" =M CAIMM �EUnnC/an MEN : nd ®AT]ddR�d o�nnnn c�n¢+im ddnn4gon111IIIIII ® ®pDAmOa ®pFdlOmmd ®�OdmObOOOmAmAm DOdAamem M=OM Emus E2 MM[OMMMMnddMma�dnnn"... .©dnmlmigi0innMMM Qnan �®mnnnnno��®m ono�mmr�nnnnoo�D mMMMMomnnnnnm�mc�nonn MMMMnonnm®rnn�innommm"nownQam • ©ronnm=mQnnnoa��mc3�onn mmmnnnnna�mF;Dili3MMIMnRfiffE�®dOR7!111am �3Q®QnOme�nnonn®mc�m UUMM MMiDnnonnn ®©[Ennnn�i�fEinAdOnamE3dnnn �tiDE3>nL�OmmmmE"slnnnn : .. a�am=== nn�icmQmnnn mt[�iiC�®I®II�Isnia E7miD R7m6l�ir�nnnnnas�nFannnO MMMMonnCMmmd�Onn�Rfiifd[ ®dd!'�t7mlt7t 3®�Appnmlm©nCldnnmmmmMnnn • �dl[• Moovoo�d�Cdil0000� ms00�oolf��aDMmL'Immmmmn=mam MMM= mmn �nnnoommmndnnm mmdmdenomo©ninnmimnne�n==in mndiorns� MO MM �m� oMvM MMsieit� es rnm®iMeni QaM=Bo m3°imdmnnaa EfumEm= wwmffmm=nir� �edm�dm�o��n��mo v000 m��a000 UMmnni7nOL��a[Di5.3MMMUMMIMlddddl�QiI�dE�dOnn�mnnOnnnMn01001 r ®An=C/I�MM R"Mn nnnEommmmmm�mmmOmmO�mRdi0On0AmpAm=== • ME== MM nnn • p Monnnnnoam UOnMOdddl9dd[!dE#i®nnnnWR2nnnnnn MM MM Isa�oonioMMovni�a00000�mmesmm"MW=Aa�ovoA000�omavo�oaniM �RsnAonnn�idnnonnnn l7Sd!!ddll�dEli�nni�CN�i mo Roni'�i3nMosES ®�aMUMmo =om=mmpmmmmmmmnn "HOM MIM Qm0IId7mQO00dm0AQmdnnm0 • ®nnnnnnp n®®®M�nnnnnpnn®ddddddd®linOOOnn®"nmolp nnvonnnnnn • i ®MQm0OOn0�pAO0m00mmmdedmmn"MMMMMMMmLd7dO�0O�OmmAddd • • M ' � a i w_ 1 S l i . TIL G & ENGINEERING COMPANY i Phone:(305)871-1530.Fax:(305)871-1531 We4268 West Roads Drive ©__�'DRAWING NOEB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 17-122_ �. SHEET 0== 14A OF 20 MAXIMUM DEIIGN PRESSURE RATING (D•S•f•) AND CORRESPONDING MAXIMUM ANCHOR"' SPACING (in.) SCHEDULE FOR A GNEN MAX, SHMER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE.RATINGMUNTI NAND A CORRESPONDING ONG TYPE, (SEE MOUNTINGS ON SHEETS 16& 17), !Ej3 L-_J B !S3;T F=?AT E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH Sp THE PIN No. SPRUCE PINE SPRUCE PINE t/2" MIN. CDX 2 U MIN.G=0,55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD PAIN. G 0.�WJ• W/ MIN. G=0.43 W MIN. G=0.36 MA1tIMUM sPAN(rt) WALL MOUNTINGS CEILING MOUNT T WAIT. MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS W & X W & X W & X P & Q S&V 5&V S&V AM DE591 NtVM1E P8 sm FAOY.'(bi ASO.a=?BWtT PASRKF Wr(4 ASD.OS7N WHINE ITWIX WK(9 A58 0017118'A9,E PIFS99 PATN7 44 ASD.OSQI I=,E AMIT WW(�AM OOAR 18:ATd W-MIFT AM f� K=n MGEAE FOWMR EGTG ASP.0971 OWM.FMa tt4ta(F%,ASA OM W-M 1952IT DSC ASD OSDt WA M.MEM NO%W 30 40 6D 75 90 05 30 40 60 75 90 05 30 4O 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60175 90 OS 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 •-0'OR 12 14 11019 8 8 6 6 616 6 6 12 10 11019 8 8 6. 6 616 6 6 12 10 1019 8 8 6 6 6 6 b 4 6 5 414 4 3 12 12 12 12 12 12112 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 11019 8 8 '6 6 616 6 6.12 10 10 9 8 8 6 6 616 6 6 12 10 1019 8 8 6 6 6 6 6 6 6 5 414 4 3 12 12 12 12 12 72 12 12 12 t2 12 12 12 12 12 12 12 12 5'-0• 12 10 1019 8 8 6 6 6 6 .fi 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 1019 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 t7 t2 12 72 12 12 12 t2 i2 12 12 12 12 12 0- 6'-0' -12 10 1019 8 5.5 6 6 616 5.5 4,5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 45 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8,5 T'-0" 12 10 10 9 6.5 4 6 6 6 -.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 .5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 t8. 12 72 12 0.5 8.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 9'-O' 12 t0 70 5 3.5 - 6 6 5.514.5'3.513 12 TO 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 .3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.5 12 12 10 8 6,5 5.5 12 10 7.5 4 - 6� 6 514 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 70 3 - - 6 6 4 .5 3 - 6 5 - 12 12 12 12 1.5 9.5 12 12 12110. 8.5 7.5 12 12 9 7 6 5 12 10 5S - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - 6 ,5 4 - - 6 5 - - 12 12 12 12 10 8.5 12 12"12 9.5 8 7 12 12 8 6S S.5 4.5 12'-0' 12 10 4.51---] 6 6 4 - - - 12 10 3.5- - 6 5 3.5- - - 12 10 - - - 6 5 3.5- - K5 - - 72 72 12 7.5 9.5 8 12 12 11 8.5 7 6 12 1.57.5 6 S 4 12 10 fi 6 - - t2 1Q - 5 4.5 - - 72 7.5 - - - b 4.5 - - - - 12 12 12 t0. 8.5 .5 i2 72 10 8 6.5 5.5 72 O57 SS 4.5 41b'-0' 12 10 - 6 5.5 - - 12 7 - 5.5 4.5 - - - - 12 7 - - - :5 4.5 - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 415•-0" 12 - - - 6 - - - 12 - - - - 5 - - - - 12 - - - - 5 - - 12 12 71 9 7.5 S 12 12 8.5 7 6 4 1216'-D" 12 - - 6 - - 12 - - - 5 - - - - 11.5- - - - - 5 - - - - - - - 72 72. 0. 8.5 8.5 A 12 12 8 6.5 5 3 11.58.5 HV BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON' ♦SEE UMRADONS DF USE FCR BLADE``i'!'11 ON SHEET is + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. t.ANCHORS TO WALL,FLOOR OR SOLID W000 SOFFIT SL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:-SOUTHERN PINE No.2 Wf 0-0.55(N.D.S) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-OL50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NOH W/6-0.43(N.OS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) 2.ANCHORS TO HOLLOW CEIUNG SHAH BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF -LUN. 1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. A4.ANCHORS NCHOR'S MANUFACTBE URER INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) f,,,. C�2017 EASTERN METAL SUPPLY,INC. ,,�•C4� �- A■�■�.Q,■ BERTHA HVTM ILL E C O �N�. Accordion Shutter System *IAA ; H,Y. MADE##1 W/OR W/o H.V,tN MM&ADE a1 � ° American Shutter Systems REV.NODESCRIPTION DATE DRAWN BY: M.L. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-060 /02/1 OATE1 08/02/17 •'a - 6155 N.W.35th.St.,Ste.305, .Fox GARDENS,FLORIDA 3376 r -• -' nr(" Phone:(305)871-1530.Fox:(305)871-1531 West P West Roads Drive 2 •�taA a-ma11:tilteeo0ool.sam West Palm Beach, FL 33407 3 DRAWING No �'{'''•.�O{�(0 �� tt EB-0006719 Phone: (800)432-2204 . Fox: (561)209-83$0 4 17-122 �str)' 111 WALTER A TICCIT Jr.P.E. FLORIDA UA.f 44167 s SHEET 6 15 OF 20 INSTALLATION LLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (M HV & I& HV! BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS .INTO WOOD WITH HV BLADE 51)ONLY SHALL BE LIMITED TO 105.0 I?sf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & A.S.D. DESIGN PRE A) WORKING IN UNISON f-TIH4 '0 TAPCON WITH ADVANCED PRESSURE RATING FOR INSTALLATION WITH BLADE(1) & L READFORM TECHNOLOGY 1/4 H ADVANCED vy/ I i/2w min.PENETRATION N WD ;TECHNOLOGY F! OF THREADED AREA TO 'HR;V 6 EXISTING WOOD HEADER. W/ 1 1/2"Min.PENETRATION T OF THREADED AREA 70 (SEE SCHEDULE ON SHEET 15) EXISTING WOOD HEADER. To 14N.GEEPAR(AZON ,(DOR L.— (SEE SCHEDULE ON SHEET 15) CRIB Ict 1/4-0-201 S, MACHINE SCREWS EMSTING W/ 1/4" CLASS-1 -20 NUTS 0 12"O�C. =011UN WALL— % IT] .41 1,mil I J FiWSH OPTIONAL '�] "I OR 44LL EXISTING MIN. Irl 2"x4w WOOD FINISH IT --TOR I ­ 1 HEADER REQUIRED ' EXISTING MIN. 19 2"x4"WOOD HEADERREQUIRED TAPCON WITH ADVANCED EXISTING AM SEPARATIONTHREADFORM TECHNOLOGY GLASS TO CLASS(SEE MIN.SEPARATION 2"x4"CONT.SILL W/ 1 1/2"11 PENETRATION To OF THREADED AREA 0 GLASS PLATE REO D' FOR BLACE 1 AND EXISTING—j ON SHEET'11)r—(SEE SCHEDULE MIDWIDTH OF WOOD PLATE. ON SHEET 19 GLASS (SEE SCHEDULE ON SHEET 15) jSQ�4) t HV WALL HEADER INSTALLATION �HV WALL HEADER INSTALLATION (§ HV WALL SILL INSTALL-0014 MIN SEPARATION MIN.SEPARATION 'T6 GLASS EXISTING MIN,SEPARATION TO GLASS li (SE*E SCHEDULE— GiA� EXISTING (SEE SCHEDULE T TO GLASS EXISTING ON SHEET 11) 2'.,,"CONT.i—(S.S CLASS- GLASS--j WOOD PLATE ON CHEDULTE SHEET 1.) SHEET 11) �6 -0-20.3/4. REO'D. 1/4 MACHINE SCREV,S-S� MACHINE USING t/4-20 N 1/4'-20 N NUTS NUITEWS S C IN 12*O.C. Is 12 O.C. /A_ fit FINISH 7 @U111 OR 0 OR @ OR 15 101D8 A 2"x4"CONT, --E E IT OR(q WOOD PLATE IT EO'O. min.- -1/4'0 TAPCON WITH ADVANCED -0 TAPCON WITH ADVANCED 4L tJ4"q ON Q TECHNO'LOGY ED THREADFORM TECHNOLOGY THREADFORM TECHNOLOGY /4 W/ 1/2-Min.PENETRATION OF 1/2"Min.PENETRATION OF NT. VI/ 1 1/2'Min.PENETRATION THREADED AREA INTO PLYWOOD. I W/ 1-SEE SHEET 4 FOR TYPICAL I P (SEE SCHEDULE ON SHEET15) THREADED AREA INTO PLYWOOD. OF THREADED AREA 0 SHUTTER ASSEMBLY. (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS CAN BE JADVADTH OF 1-1000 PLATE. I D. -V EXISTING MI 2 K4 COMBINED TO 1/2'MIN.COX PLYWOOD REO-D. PLYWOOD I "O.C.11M� S7 JL� FINISH (SEE SCHEDULE ON SHEET 15) 6 REO �� IN ANY WAY TO /2*MIN.COX� \-WALL FINISH SUIT ANY INSTALLATION. PLYWOOD 70 �EXISTING MIN.2`x4"STUDS 0 016*D.C.MAX.REQ'D. STUDS IN ACCORDANCE WITH PLYWOOD REWD. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. SEE LIM[TATIGNS 07 USE OF ID HV WALL SILL INSTALLATION V41FH ...2322 OF THE F�YiAT19 BLADE VA ON SHEET 19 HV ;ALL SILL INSTALLATION WALL SILL INSTALLAT19J4 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2017 EASTERN METAL SUPPLY.INC. BERTHA HV-,,, L 2 4 CO S LL LATE REO'D. N Accordion Shutter System _FE C 0 /TIL A.S.S.A. Kv. MADE#1 W/OR W/O KV.WINDON MADE American Shutter Systems REv.N. DESCRIPTION DATE DRAWN BI M.L. TI LIT TESTING & ENGINEERING COMPANY Association, Inc. 15-080 N.W.36M.St.Ste,305.MRGRIA OAACENS,FLORIDA 3316f 5/02/17 DATE. OBI 871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 West Palm Beach, FL DRAWING No % -T:tilteccCool.com 33407 3 EB-0006719 Jr.P.E. 4 Phone:(800)432-2204 . Fox: (561)209-8350 17-122 • TIUrr P.Ef.sa WARODATE"It tt WALTER A.FLORIDA U..1 44167 516 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (I HV & -HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN_ L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n1 ONLY SHALL BE LIMITED TO 1010 Rsf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & WALL FINtSH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Q)& W WORKING IN UNISON 7- 1/4-0 TAPCON WITH ED EQ 2"PAIN. ADVANCED THREADFORM 4"x8"(Ml­) EXISTING— _EDGE(15 APPLICABLE) TECHNOLOGY W/1 1/2"Mi.. WOOD PENETRATION OF THREADED STRUCTURAL BEAM REQUIRED.CTURAL ADEQUACY AREA TO EXISTING WOOD OF EXISTING WOOD BEAM 11XISTING WOOD (ZER Sj 1/4-0-20.3/4-S.S.S.S_ TO BEEDE HOULE ON SHEET PHILU FAD E.1E.1 TRUSSES OR Min. PS TRUSS H REGISTERED ENGINEER OR AACHINE SCREWS 1/2' RAFTER 0 24" OfEo W/ 1/4- 20 NUTS ARCHITECT PRIOR TO 1/2' O.C.REQUIRED II - snunER INSTAL�LA�=N 0 Iz*O.C' 1/4-0 TAPCON WITH r f OR@ �a_ 1/ . EXISTING SOFFIT ADVANCED THREADFORM*Min. :P, M.%.THK. TECHNOLOGY W1 1 1/2"Mim 257" PENETRATION OF THREADED Si �tAax, AREA 70 EXISTING WOOD SEA& E 1-.4-.1/8-CONT.ALUM.TUBE ED �3/4" EET 15) (SEE SCHEDULE ON SHE (6063-T6 ALLOY)W/ —OPTIONAL LAG SCREWS TO EACHSIXER OR TRUSS. D.C. 4 11 or @ or @ (3) Li)0 r Alit 11 I L=gj U or @ LOCATE LAG SCREWS AT Fi MDWIDTH OF EXISTING WOOD MEMBER.(2"Mi..NOMINAL WIDTH) L-cxisnNG MIN 2%4* OPEN HOLE AT EACH-/ W/ 2'Min.PENETRATION OF EXISITNG—�: HEADER REO'D MIN,SEPARATION STUD To GLASS 11 TO GLASS ACCEPT EX THREADED AREA.VAUD FOR 5/16 0 LAG SCREW INSTALLATIONS WITH 72 p.f (SEE SCHEDULE ON SHEET 11) AT CENTER OF TUBE i MAX. A.S.D.DESIGN LOAD AND I -19 9'-0'MAX. SPAN.THIS 9K SEPARCM INSTALLATION IS ONLY VALID TO CUSS(SEE FOR WOOD W/MIN.SPECIFIC HV WALL HEADER INSTALLATION EXISTING -1 SOMILE ON J�� "I I c! 71 1 1 GRAVITY OF 0.50 AS DOUGLAS pN SIt2T 7s.at I GLASS .13"M @6 FIR OR SOUTHERN PINE Na-2. RACES(S&,q I.­­15 OR OR EQUAL NOTES OR I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN MY WAY TO SUIT MY INSTALLATION. CT) @HV CEILING INSTALLATION M SMAMM m GIAs _11)OR �* ;MIN. SEPARATION s TO CLASS Dry;MIN.SEPARATION (SEE SCHEDULE TO CLASS I N tel ON 0 G ON SI'm 19 i 5 SHEET I,) T EXISTING (SEE SCHEDULE SHEET 11) ---------- ON GLASS—, fit ALTERNATE- ;AINCHOR I EXISTLN� lJ LAS LOCATION 1 2.6'MIN.WOOD ; j -DEC WALL 3/6"MIN. #lOx3/4"HEX INDK REQUIRED /4'j 7 WASHER HEAD TDI FINISH ALL Mo. 3/8 2x6*MIN.WOOD SCREWS 0 12'o.c DECK REQUIRED(NO EDGE OF DECK R FINISH ALLOWED) IF APPLICABLE dd \_@C @ _j 1 2 ,r-1'--I ;LLE,15" ,. 1/4-0-20.3/4-SZ. EDGE OF DECK -11/4-0 F.H.TAPCON WITH TAPCON IV" L I-J FHU'PS'Russ I'M IF APPLICABLE 'LEOCE ADVANCED THREADFORM \_i/4"o THREADFORM Min. SCREWS or TECHNOLOGY VI/ 1 1/2*Mi.. MACHINE SCR W/ 1 Y. _2'MIN. TECHNOLOGY W/1 1/2-Min. /4-�20 NUTS A DECK IF L PENETRATION OF THREADED PENETRATION OF THREADEDPPLICABLE —2.Ln.�� a 12'O.C.O�c. AREA 0 MIDWiDTH OF WOOD 1/4-0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE. AREA 0 MIDWOTH OF WOOD PLATE Y11 1/2"Min,PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) SEE U S OF USE OF (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) IT SHEET 19 BLADE 11�.10NN OX HV WALK-OVER INSTALLATION OV HV WALL SILL INSTALLATION OW HV_ FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone) _@ 2017 EASTERN METAL SUPPLY.INC. BERTHA HVTN! Acc6rdion Shutter System �m �Ec 97, A.S.S.A. KY. aAM#1 W/OR W/O RV.WNCOW BIAM American Shutter Systems REV.N. DESCRIPTION DATE DRAM BY. ILL LIT TESTING & ENGINEERING COMPANY TIL Association, Inc. I OLD 15-080 38/02/17 DAM- 03/02/17 S=N.W.360,St.St.,305.VRGM CIMS S.FLOWA 3316 It—!(305)871-1530 (305)871-1531 4268 West Roads Drive 2 DRAWING No 4 West Palm Beach, Fl.33407 3 AZ(IR R, EB-006719 Phone: (800)432-2204 . Fox: (561)209-8380 —4 17-122 WALTER 10TILUT FLOREIA 4,P.E. U..j 44167 5 SET 1 6 7(-)EOF 20