Loading...
HomeMy WebLinkAboutProduct Approval *arida Building Code Online Page 1 of') M W'. ��s SCIS Home I Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I SCIS Site Map Links Search . ba r ;�; Product Approval Ir USER:Public User ' Product Approval Menu>product or Application Search>Application List>Application Detall FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetaI.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FI 389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Sta d d n ar Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 .,,Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"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 nd ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D". Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working in unison.See sheets 7, it and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by racks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes INC. DRAWING 17-106 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. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Bade Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Stat m nt::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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https:Hwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 GENERAL NOIES—. 1. BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SNALI.BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. INORDER To va;LFy THE ABOVE CONDITION,ULTIMATE DESIGN KIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA 1: HV BLADES(D& Q By MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU 15,19 a 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bW USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE VAIN SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 AIL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D J0214.01-03.10715.01-03,11004.01-05.01214.01-05.80317.02-06.00609.01-10 AND#0210.01-11 AS PER IAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W 13LADE 11)AND W WINDOW BLADE AND E-1996 STANOARDS(MISSILE LEVEL 0,WHO ZONES 1.2&3)&8t220.01-10 AS PER TAS 201.203&203 PRDTOCOLS LARGE MISSILE. (MERE APPLJCA13LQ -NV WINDOW BLADE 6 00505,01-08 AS PER ASTM E-1886 AND E-19196(MISSILE LEVEL D,WIND ZONES 1,Z 3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION te NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2. NV BLADE(K)AND W WINDOW BLADE 6 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDM04S OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814.2.75'AND 814.1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CIDITERMATE DETAILS W SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k.1 YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHMLD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOYAND TEMPER AS INDICATED ON SHEETS 2 AND 3,MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 6005-TS ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 3G4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k.1 MIN.YIELD STRENGTH AND 90 Lori MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3,14. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS.HV BLADE 0: 12,13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 W BLADE 0&0 WORKING IN UNISON, t2, 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET IS 8,THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S, PATENT 16-779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 0S'458,179 ISSUED TO EASTERN META'SUPPLY,INC. AREA 3@ W WINDOW BLADE ONLY 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 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HY AND HD CENTERMATES AND ENGAGE OR LOCK ALL W AND NO LOCKS. AREA 4* W WINDOW BLADE niON 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING 70 COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA KV.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(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 ID THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. ORIGINAL P.E.D.SHAH BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 17. FLORIDA BUiL01NG CODE Mon High Velocity Hurricane Zone NIL 02017 TILTECO.INC. 02w EASTERN METAL SUPPLY, INC. I BERTHA HVTM N Accordion Shutter System KV. RPM#1 W/OR W/O KV.WNDDN RAM T=X 179C 0 A.S.S.A American Shutter Systems �EV.N. DESCRiProN DATE DRAWN BY, L.C. TIWT TESTING & ENGINEERING COMPANY T& k Association, Inc. I OLD 15-085 07/27/17 OATE-. 07/27/17 6355?I.W.3UN St,St..305.VMG�GAR004,FLOMDA 3316C (305)871-1530.F..:(305)871-1531 4268 Westroods Drive 2 DIMING ' .- I:tat"oo-T.— West Palm Beach, FL 33407 3 — 4 W-000671 9 WALTER 0.TILLIT Jr.P.E. 67 P -�rAt�Sf FLORIDA U..1 44167 SH E. "YURE/DATE 6 OF 20 y �ri FOR-iI6uOE© it VARIES 1.91 1• �'.Tr • g �. 1.2 p. Ro J .4 4' at09 v1 ¢, .• 7 * 4.35• _ ! • 857' 4.999' _ p . 1 5' HV 90•/18Q• STARTER COVEREUNDER US PATE / 5458179 O QUALIFIED WR USE W/ UALIFIED FOR USE W BLAOEC n4HV N HV BLADE 1 1 - MPER �E W HV 6063-T6 ALLOY AND TEMP -SEE LIM OF USE OF BLADE®ON SHEET 19 L 606 6063-T6 ALLOY AND TEMPER 3 26' 1.500' 3-T6 ALLLOOYYA117766 TEMPER :124, •- 085" 2'p 4 70' ' b67O2 ' nI ) .000' n 26" 0 2 • 842, g •7' 9c .81 ' .092• __________ 4.4 6"o. IED FOR USE W/ HV 1 .12HV WALK-OVER TRACK -I.szoBLADE 1D QUALIFIED FOR USE W/ HV (9 I HV TRENCH TRACK6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HVW/ HV6063-T6 ALLOY AND TEMPER BLADE QQ ONLY. 1� HV RAINGUARD �'��{16063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W HV TD TEMPER =h �1!ES 1.36' BLADE 1 / X. c. I VARIES 1.936' 6063-T6 ALLOY A D TEMPER .100 0 .�- 93• .093' o $ .12' !I o -) 083' -083' .083' D6a" .060• �� .060'o nl 1 670 baa I .09J• _ 93" 11 1 52 pRo 670 1�6' j 0 67052n, j 3.520" o3. 9' 70 <�s• 11' HV CEILING HEADER L S' LL ^(1� 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BIAOE(1_)ONLY, Q 6063-T6 ALLOY AND TEMPER QUALIFIED QUALIFIED FOR USE W/ HV BLADE 01 _ 14 SEE SECTIONS FOR VALIDITY`" SEE SECTIONS FOR VALIDITY. QUALIFIED F0�USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER T COMPONENT A 8 Ti 12 X Y t >j MK X MN.Yl IAt1 t I if 2' 2' 0.125' 1• 1' .062• I r17 2• 5"MAX. 1/8' , 1/8' 3' 3• ,0.090• d e 2' 5"MAX. 0.192" 0.192• 16 SIDE ANGLES �U CORNER POSTS h9 1 2.5' 7"MAX.I 0.190' !0.190, ALIFIED FOR USE W/ HV QUALIFIED FOR USE w/ HV ALUMINUM ANGLES 7 BLADE 10 QUALIFIED FO USE W BLADE 1 6063-T6 ALLOY AND TEMPER BLADE 1' ;Sp I 2' S•MAX.!;0.139';0.131" 6063-T6 ALLOY AND TEMPER 6 - AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 1111 �[/`L 02017 TILTECO,INC, ®2017 EASTERN METAL SUPPLY, INC. tom " i BERTHA TM A.S.S.A. fTlL E C O LNC. Accordion Shutter System H.v. BADE#1 w/OR w/o rLv.NLNDOW BLADE y AM®rICa11 TICCIT TESTING & ENGINEERING COMPANY Shutter Systems EV. NO OESCRMI DATE DRAWN 87: LC. !7/ * 6355 N.N.J61h.SL,9..JOS.VJtOfM O/JiDTLS,nOrmA)Sib Association, Inc. 1 OLD 15-055 7 27/1 DATE: 07/27/17 O %-7cOF Phm :(]05)871-1530.Fa<:(305)871-1531 4268 Westroads Drive L '�,1; •Uglp `-mEB1 °�9 West Palm Beach, FL 33407 DRAWING No T� 17-107 j� t1L WALTER A TRUT Jr.P.E.E/DATE ROROA Lfa/44167 SHEET 2 OF 20 4,57V 4 660 .929 3- .745' ss S. MW DIE CAST I cc ( . N 2 ,miHOLISM ovall 6 !'1 RAKCD PNNrCD 6 CRESS RM W*8' .062* 7 cr,,DER 454. p 4c KEYS(CHROME (CHROUC PLATED) A) PLAER ITO) 1.3257 1 HY LOCK LiFIED FOR E W E01,a ONLY HV F OAT DE i ONLY Ove"'4 3.023- - 7 FOR SE W1 HV QUALIFIED w V Y AND TEMPER OUVIED FOR USE W1 HV BLADE 1 ONLY, 6063-T6 A ANO TEMPER 24 HV CQRNER CENTE 010ALIFIED FOR USE W/ HV BLADE 1)ONLY 250*O.D. .518 45063-16 ALLOY PLASTIC HEAD UOLDEO TO 1.7 1.753* 6P-1 04 SCREW I kTL. 0"OUR RIVETING °' 06. BEFORE RIVETING "A-20 x 1/4 3/4 N* S.S. THUMBSCREW 1� Al- *SERIES 9444 ALUMMU(2024-T3 ALLOY)LARCE FIANCE THIN I,SS55L� L i� � SNEER NUTStRT.PART 111 0820.AS MANUFACTURED By AVVEL L?w CHERRY MrIORN.FARSPPENY.NEW JERSEY 07054 OR EQUAL FRONT EMATION HV MALE "T" 0-1 "T" LOCK HV ALTERNATIVE LOCK PLAN QUALIFIED FOR USE IN �B�W�E& I ONLY @ H-V FEMALE "T" WO CE TERMATE H QUALIFIED FOR USE IV/ HV #27 LOCKER E0 "T" LOCK CENTERMAT QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY W/KV BLADE Cl ONLY. BLADE-10 ONLY. QUALIFIED FOR USE W/ HV BLADE CI)ONLY 6063-T6 ALLOY AND TEUPIP 6063-T6 ALLOY AND TEMPER 1,91 7.9 1161 p I 1t 0 THUMSTURN CYIZCYDER OR XEY • 6 LINDER .214' 63 .062' — .214' .545' ZD �O 0.675'Min. .125'M— ��I) i 16 w HD CENTERM C7) HO CENTERM C l 0 16 QUALIFIED FOR USE W/ WV�BLIADIE I & A QUALIFIED FOR USE Yl/ HV BLADE 1 & 1A ER. e- 6063-TG ALLOY AND TEMPER QUALIFIED FOR MVRHR�I—M5 FIE, D 0 1;MIN. 16063- LIL NO TEMPER THU"Olu RN -20 S.S.OR 1 CYUNnER B go 1.8 Min.1HUMBSCREWS. 1/2 OR K CYL.H (SEE DEEMS) L CYLINDER 1.57 M;.. .78'U... 2 ROQA 1/4-0 HD LOCK LOCKING A4 3WO QUALIFIED FOR USE W1 ACETAL 13 w 2Q-AISL BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. D TEMPER TIJI Al=fr%P QUALIFIED FOR USE W/ HV BLAOE(I)& f i - THUMBSCRENV.5 �-q ,nj n5 INSTALLATION WILL REQUIRE A 7/16- HOLE UALJFIED FOR Hurricane Zone� DWILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F0 --tiv BLADEO z FLORIDA BUILDING CODE High Velocity ,it of 02017 TILIECO,INC. (02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM 7 Accordion Shutter System A.S.S.A. KV. a"#1 W/OR W/O KV.WNWM BLADE American TILLIT TESTING & ENGINEERING COMPANY Shutter Systems REV,He DISCRIPtIVII DATE DRAWN BY. L.C. FLOROA Association, Inc. I OLD 15-085 DATE: 07127117 '10, STATE OF "'S"U" 4268 Westroods Drive 2 UU-40*'— West Palm Beach, FL 33407 3 WALT4 4\ ER EB-0006719 4 CR x T110 4.P.C. FLQRQIk Uc.1 44167 5 SHEET ;�;Z�AV)JRE��DAT�E �PE.��S�iAL6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 3/6•• �i 41 12'MN. L E O HV BLADE 1 4 I i TO E�Er 1A .1875"L� -------�*--'--625' ® HV BLADE 1A .j O\j I Nv WIN BLADE .0625' { � .0625 .0625" ® MADE'S— I '0 OPENIN .1875' Y HV LONG RECESSED NYLON BUSHING II z Y n KNUCKLE \y .0625 ® HV SHORT RECESSED NYLON BUSHING ( ) I O.a6 ' ® HV NYLON HAT WASHER AOR ® a� 1 �TLAr PORTaN v R1.750�/ f 3 50' ® HV WHEEL CARRIAGE AISI 302-303 SERIES � 1 1 4 ® 1 nj ���02.e750' x 0.870"x3/16" THICK NYLON WHEEL. Cl 1 1 wl 2 7/8'MIN. W WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS -', 315'0 SEPARATITION 03. 4 HV 1 3/4" ACCORDION PIN W 8 HEAD * —J BETWEEN .0625' .0625' 37500' © / / 9 EXTERIOR&, •lj .o OPENINGS I f S CENTERS 1 ON CEMERS HV 2 3/4" ACCORDION PIN W/ p8 HEAD * I_, 0 4 2-1/LEAR* 7E EVATIO �4 POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 j 41 r4 T�,o ?, BE'rTWEEN�TYPICAL HV WINDOW BLA�F AND I POLYCARBONATE HV WINDOW DETAIL OR ® /—® or i ! I N.Tc. (SEE NOTE FOR EaUIREMENTS) (ID)OR ® I �c POLYGARBONATE IMPACT RESISTANT HV WINDOW I i 1 BAYER MA-(ROLON 3103 POLYCARBONATE * I I 12'MIN.CL CE RESINS, UV-STABILIZED GRADE OR SABIC Hy MPIN rQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR 11h To BLADE BOTT U INNOVATIVE PLASTIC LEXAN 103 RESIN , w ft4 OR ® 1 ` I (SEE NOTE "F'ON SHEET 1(j). ~ ili (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR 4 HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY E: EXTERIOR APRrAgE REZAT ••S, TIPIr1L 1AOp9Tf[S srNavo 9s»o..• HV PIN O2 OR 4 AT (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT ExT�1oa EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q 90.324'1 BLADE'S KNUCKLE. ff04lN (SEE NOTE *FOR ssralle CRAM ASW o"2 0.0.3 6/W oOa ;/p: BLADE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 7. D4a-r 4 OLJ REQUIREMENTS) TMY110 STPE7l0N ASTM 0636 MOO p. 9.500 P..L (3) HV PIN ©OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 11001Rl1 STRMTH AT Ym ASN 0790 12.500 p.l 11,100 P.•1 r1D0S11 N001.11S AS,,,0]90 3WOM-1 3.5.000 P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e� 9 I ` II` 9060 SHEET ( "OTOREoIZSIX , AsN MSG le n-ate IT n-m/N WHEEL CARRIAGE DETAIL SNORE° ASN 02643 47.7 x 64.3 x vAx Nib ASSEMBLY LAYOUT c 019" 1040"r i uwss 1 cASS 11TAD5818c ASN 0155 7069E Snrwj 9 AR9i hf/. ASN 30 933 92 P41 E6.0"l J) HV BLADE SOLID & HV WINDOW BLADE DETAILS °�"S,RM KimMTNT,I» Am 636 6161 p.L 6360 N.T.S. 11j111N++ AT�i. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone E 02017 TILTECO,INC. 02017 EISTERN METAL SUPPLY, INC. ERT A H1 TM IL E C O iNc. A.S.�'�A� Accordion Shutter System L KV. BLADE#1 W/OR W/0 KV.WINDOW BLADE -ATILUT TESTING & ENGINEERING COMPANY American Shutter Systema EV.R OESCRInRR DATE DRAWN BY: LC. /`-- \ Association Inc. 1 OLD 15-085 7 n 1 DATE: 07/27/17 •• Q•''' P::'Vv\\\ 6155 N.V.SEN.St.SI•.305.993COiN CAROMS.RCROA 3]1 • I I ..... Ph..:(aos)871-1530.fox (305)871-7531 4268 Westroads Drive 2 ��C?X111\ ^ ^pie�2ato_o 0o _m West Palm Beach, FL 33407 3 DRAWING No WALTER A.TILT Jr.P.E. 4 17-107 P.E. SEAL/SIGNATURE/DATE rLOR9A\U9./44767 5 SHEET 6 4 OF 20 •NOTES ON HY LOCKS AND CENTERMATES' A D C G * Y N s T U �Q�• 5q 1 MANDAMW GONDMM it:ONE HY LOCK Q cc 0 SHALL BE USED AT 1/2 OF SHUTTER SPAS! FOR ANY SPAN OR 12'ABOVE OR BF,t�OW �2 OF SHUTTER SPAN FOR SPANS UP TO 105,AND FOR INSTALL,QTIONST ANY \ ELEVATION. FIV LOCK f� or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 12�I OR nn CENTERMATES W/(2) 1/4-0-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SWILL BE AS INDrATED ON TYPICAL SHUTTER ELEVATION. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TW0 HN iI LOCKS , OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE(1)ABMII LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. CONDITION Hve i 3. 10 ONLY!011:111 RY CUMITIM!it OR UNITED MM USED W SIRED O E SC LOCKING RODS ARE NOT REQUIRED AT OR TERN TIVON, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PE FO MANCE. LOCKING RODS�OR fUJ ALTERNATIVE DEVICE 11 MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). j 4• •ONE HY LOCK @ S BE USED AT CORNER CENTERMATES FOR ANY SPAN I AND iNSTALUTKONS AT ANY ELEVATION. HV L ar SiWl 8E USED AS Wt OUTSIDE OR INSIDE LOCK. I ATTACHED TO 0 CORNER CFNTFAMATE Wf(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS '� AT TOP&BOTTOM SHALL BE USED.iGCATiO14 OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. B Roo-xVc MAXIMUM SHUTTER SPAN SHALLBE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ��� 5 •ONE ALTERNATE tiV LOCK MAY 9E USE IN UEU OF HIV LOCK or FOR INV SPAN ANO 5^d2 INST UTOONS AT AMr EIEVATK)N.At NATE LOCK MAY B£USED AS AN NSIDE OR OUTBID£LOCX.ATTACHMENT I o ` OF 1/4'0-20x3/4'B.S. THUMBSCREW TO Q'OR CENTERMATES SHALL BE MADE W/ 1/4'0^20x3/4'ALUM. - o i RIVNUT AS SHOWR ON SECTION HVE, SHEEP 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR i1Y0 j 1 $ N 1 � '` LOCKS AT 1/3 OF SHUTTER SPAN. s �� 8 j/AS6:T0Rf CDtIL"'1i^"ys EM KOSIM E MOHutiNR MLS7AIATHONS• ONE HV LOCK or or SHN.I.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 3 r TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION.}TV LOCK or @or @MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @-or 0 SYMMEIRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. r M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/0 SEE END OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. CONWCPON } DETAILS ON D r E H 1 J It a ■ v x L , SHEETS +10& *HOOTS ON HY "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 vrxAnen,ran+ CENTERMATE ONE'ALTERNATE HY'T'LOCK�!MAY BE tNST.jLLEO IN LIEU OF IN LOCKS OR FOR ANY SPAN AND .-� ��'�� I STALUTION AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUR IDE LOCK.ATTACHMENT .10-03 0° OF LOCK®INCLUDES USING REINFORCING LOCK .AS SHOWN ON RECTION WG,SHEET 9,WHICH MUST 8E 10•4""O°©• `cR t•©°A CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/9'0 x 3/32' WINGNUT OR W/ 1/410-20x1'S.S.M.S. INTO A 1/4'Ox 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' �}.. .4a.Oq[p I r{7.). oa MAXIMUM ABOVE AND BELOW MIOSpAN. USE OF TWO LOCKING RODS 0 TOP AND DOTOM IS MANDATORY. �•9oRt + I�8w{�• oR C,, 1,���.iL3joR T s•�j5 r81r�?• * ��s= LQGK5�s._�E IES: ONE ALTERNATE HD LOCK(5) MAYBE USED IN UEll OF TYPICAL r1} HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK S4,WAY BE USED AS AN INSIDE OR OUTSIDELOCK.ATTACHMENT OF NO LOCK TO LS Wf 3$8 x 3/B'F.H.S.S.M.S..AHO INCLUDES N.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HAND HOC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT uiDSPAR OR 12'MAXIMUM BELOW OR ABOVE MIOSPAW USE OF LOCISING RODS g'6 COMPLETELY OPTIONAL.. Iiia+IAui�•�,e� FLORIDABUILDIN on High Velocity Hurricane Zone, 4f�•4! 02017 TILTECO.INC. 02017 EWERN METAL SUPPLY, INC. t1 " '�\CENs,*-- ✓p i BENTRA HVTIA ��� A S A Accordion Shutter System :` IL ECOINC. M NY. BLADE#1 W/CR W/O KY.WINDOW BLADE American Shutter Systema Mv.N DESCAWNH DATE DRAWN BY: LC. -,a 1 ''�� *' TILLIT 1ESTING & ENGINEERING COMPANY T QF t� 6355 N.N.360.St.Sb.W5,VJl M GARDEN$n0RDA 3316 Association, Inc. I OLD 15-095 7127/1 1utE; 07/27/57 O ttt Phone:(305)a7t-1530.FA.:(305)871-1531 4268 Westroads Drive 2 DRAWING No �� t1 a-moa:tat—fto.cOm West Palm Beoch, FL 33407 3 17--'107 •-•.--�S•'••........•�l 1St F9-0006719 4 /ONAL EN�1,11 WALTER A'ILLR Jr.P.E. 5 SHEET AORCA Lk 1 44167 P.E. SEALJ51CNAfURE/GATE 6 5 OF 20 • r-CONCRETE ANCHORS POURED CONCRETE PWRED _ POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE- SHEET 1J) REWIRED r'1/4 0-20xJ/4'S.S. REQUIRED \�• REQUIRED -- CONCRETE ANCHORS 1 1.(ACNME SCREWS T� CONCRETE ANCHORS1] 1 BA FrnTOHE(SEE MDUMIMO®pN 5Htt7 7) _(SEE SCHEDULE ON I W/ 1/4"-20 (SEE SCHEDULE ON SHEET 13) v SHEET 13) NUTS O 12'O.C. 1' t' -@-(D4 1/4'0-20x3/4'S.S. Min. N'n. ----- EO Ea MACHINE SCREWS E ' EO �- -- -- USING 1/4'-20 NUTS ___ 19 r I/2.I I 1/2• r O 12'O.C. 1/z' I E. D.• I .2so" ----- 13 OR 15 13 ar+ 15 1 i ;E.D.+ .250'Mox. E D.+ �''____ .250' -i I , r Mox. 1 I 1 E.D.• I £.D.• � \ i I I _1 OPTIONAL iJ `OPTIONAL ' W SPIRAIIaI 70 OIAS(3E r aONE(Dxo 1 OR • MN.SEPARATION TO cuss EXISTING1 SHEET 19 IDR I I ® I EXISTING— SEECFEDULE ON SHEET 11) ;—( S�� a i,9AOF5mQ® MIN.SEPARATION TO GLASS ) GlASS(SEE SCHEDULE ON SHEET 11) ` EXISTING GLASS---i 112 HV WALL HEADER INSTALLATION @ HV WALL HEADER INSTALLATION •� 1� HV WALL HEADER INSTALLATION + KEYSTONE EXISTING - I MM.SEPARATION TO GLASS GLASS---) w sONB,m, �O 1 EXISTING • -(SEE SCHEDULE ON SHEET 11) 1 To CUSS 1 --OOR 119 MM.SEPARATION TO GLASS ' I GLASS—; L FOR 8"m I :``(SEE SCHEDULE ON SHEET I1) OR s4T:r I A, W 1 f 0A�¢�© EXISTING OPTIONAL i CLASS--..I i I E.O. � _ E.D.• _ i i 1/4' i i iIi I ; f OPTIONAL i i f 1/4.1.1° �- I ----- ,'-I Mox. EA' , ,, I -13 OR 15 , L,_____ 19 (-EO Eo- 1 I /2.`-- - 13 OR 15 " , 12 4' ---- 1/4'0-20x3/4'S.S. �Mrt1. EO EO-I PHILLIPS TRUSS HEAD 1/4'0-20x3/4'S.S.PHILLIPS _ 1 L 17 On 18 I MACHINE SCREWS USING '_�', CONCRETE ANCHORS _TRUSS HEAD MACHINE SCREWS —y//— CONCRETE AN Era 1/4"-20 NUTS O 12.O.C. (SEE SCHEDULE ON POUR CONCRETE J (SEE SCM E ON SHEET 13) Mtn. POURED CONCRETE-' SHEET 13) W/1/4'-20 NUTS O 12'O.C. OR CONCRETE BLOCK OR CO BLOCK 'INCSCTE ANCE ON REWIRED WALL RE D) POURED CONCRETE—t SHEET 14) ( HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W 1-SEE SHEET 4 FOR TYPICAL SHUTTER • E.D.- EDGE DISTANCE ASSEMBLY C", EE LO®TONS OF USE FOR \0 HY BLADE 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) LADE ON SHEET 19 IN ANY WAY TO SUR ANY INSTAL ATION. //// LLL P T! _ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone •���CiElyg�;.. ✓�= 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. nl : BERTHA H TLA 4 /! ME C 0 .... A.S.S.A. Accordion Shutter System r KV.BLADE#1 W/OR W/0 H.V.WNJON BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systema Ey He-- DESCAIM" DATE DRAWN On Lc. n ORAD `4'ALA 6355 N.W.SUN9.,54.30S.W a w CM DWS RaaxA 311 Association. Inc' 1 OLD 15-085 7/27/1 DATE: 07/27/17 �.• �a� Ph :(303)871-1530.F•x:(305)871-1531 4268 Westroads Drive 2 AL EN�? ,1' .- a:UI1x<ao".x•... West Polm Beach, FL 33407 3 DRAWING No 11 EB-0008719 17-107 WALTER A TILL J,P.E. 4 /x � FLORIDA ITC.111 N167 3 P.E. SEAL/SIGNATURE/DATE e SHEET OF 20 CONCRETE ANCHORS �CA ..a~�•`_ POURED �-(SEE SCHEDULE ON SHEET 13} �. OR 1 To� 1 ' EXISTING 4arx, a� REQUIRED EDGE OF ItPatmMA CLASS---{ u"'`'tF'A"noet 5+[M 71) 3 14 FTN' Ta GTt39 x 9 -, �-• - SMB 0 ms® 4 i"'(s¢;4hmAf E. D.4 APPLICABLE EXISTING i ON pO r0 ` GLASS ALTERNATE ' i i i i i EXISTING r CE I I ED] � LOANCHOR CATION S f r GIA55-` ,t J I #10:3/4'HEX WASHER H iS ii 1 1 oR 13 OR 15 3/E'tom+. TEK SCREWS O 12'O.C. $ --SLAB IF EDGE OF 3IE us. CONCRETE ANCHORS , 7 (SEE SCHEDULE ON SHEET 13) i E N EO r I' APPLICABLE EOGE OF ` •H i i1i. SLAB IF EXISTING ; H' f EDGE OF .t GLASS-7 SLAB IF ' )f2' -- +-)'- E OF APPLICABLE fel F L APPLICABLE f,E, -.-�.E_O. AP ilE ,PWRED POURED FLAT HEAD CONCRETE ANCHORS 70 axs;LSET _ CONCRETE '0. CONCRETREQUIREE (SEE SCHEDULE ON SHEET 14) '.%30XaE tli 57HIIE POURED r - REWIRED FIAT HEAD CONCRETE ANCHORS CH 9w 1979 f�pp� OR OCONCRETE E D 4 (SEE SCHEDULE ON SHEET 14) REQUIRED E.a.- @ TRENCH INSTALLATION .ADD ONLY FOR UP TO+70, -75 PSF AS.D. O Q HV WALK—OVER ,INSTALLATION DESIGN PRESSURE PA71NG &FOR SPANS PER (B Hill FLOOR 1 SCHEDULE J3,SHEET 11 0 NV CEILING INSTALLATION wiss--I a a ,�•------- CONCRETE ANCHORS teC P/ ECT (SEESCHEDULE ON f/4'0 Rw BlRDFX 1APCCiSHEET 15)EXISTING 410 pof-�----- iCCl4Kl0GY GR f f4'd PonD6 I if4� EX15ANG--i FASTOERS TAPPER+ANCHORS W/EXGLASS—i GLASS amswtdwGLASS— , GLASS :Iaa•aCxDUE aN S,NLXT,O ---��J uw IDlMnax fo , t 3/4'uw. V-0"SPr O e'„) OC.CL OR TO LA SPAN AD' o.c.rca SPAhS tARCEt nwN C-0'w TO e'-0'MAC AMY-7 '-1 1/4• j, 1SENANT AT E\SRY FAYTEiR WAD �i MAX. PP (SE fNOTE N -1/2'/10x3/4"HEX ( MAX. OR 1.5WASHER HEAD �'•f i i TEK SCREWS NxA<r.STAANT f14.3/4" HEX NEAR f LISNO 1 o.J/4'sSTEK SCREWS 0 9'O.C. 6 • � 3/ #14�x3/�4' .0.. , ,, 11/04= _ .i j •LSrHEI f0/C+-7o HorsCHORS -OR Sf4'f-20 S.S.M.S. ) ..�W/NUT 0 9'O.C. tE ON �1f2 EXISTING NON STRUCTURAL f 7 aR 1$ )Jz'------)' \ 17 18 ^.• 2oO'hS1N ~•WALL TRU(DECORw1AE •' "--'- ._.0 H ).. E.D. SLL) H i DGE OF 1 \ ��/14x3/4'F.H.5.0.5. r MIN. SCAB E" j \- 1 0 9'O.C. - REpgi3fl(pWMiEO ONCREfE CONCRETE ANCHORS E NOTE 1J(b) L------E.D. CURED CONCRETE (SEE SCHEDULE ON ON SHEET t `SEE NOTE 13(b) POURED CRETE BLOCK ON SHEET t H RE NCRETE BLOCK SHEET 14) OR REQUIRED IE BLOCK ' REDInReo Q KEYSTONE MOUNTING INSTALLATION aPNONAL— PWR TE (K j HV WALL FLOOR INSTALLATION �L HV WALL WALL(—OVER INSTALLATION umu+xs.D.A SpA PX-O' E:NG4:72 car CONCRETE MA)"N ASO. SPAN 8'-C REQWIRED HV NGUARII INSTALLATION t INSTAL THIS _ NOTE iOR COMBINATXICLOF SECTIONS: • EOR ABLE WHEN PERFORMED E.0. EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR CENT CAN OPERABLE ExD INSTALLATION DETAILS W f Q HV BLADE 1-SEE SHEET 4 FOR TYPICAL SHUTTER {SEE SPfCtRCATtONS ON SHEET t3} NTRANCE BLADE 6ON SHEET 19 ASSEMBLY IN ANY WAY SUIT ANY Ni CANSTBALtATtON.NEO t1tTt Jr. ""+o FLORIDA BUILDING CODE Aon High Velocity Hurricane Zona tis •F 02017 ALTECO•INC. ®2017 EASTERN METAL SUPPLY,INC. BERTWA NVTM °' ' —� A S S A Accordion Shutter System * !L E C O >t M c. ■ ■ ■ ■ Kv BLADE#1 W aR W/o Ku WINDON RADE tea'• TtLLiT TESTING ENGINEERING COMPANY American Shutter Systems .N OESCR,ETIO„ DATE DRAWN BY: L0. .//Q Association. Inc. ) OLD 15-ass 2)1 DATE: o71z7/17 ��••• _�AIDn 4.y.((, 633 IM 36`"'SC'sic w5,VAGNIA rJnows.ROROA 331e 4268 We9troods Drive z -� •• -� Phare:(305)871-1530.Fax:(305)871-7531 DRAWING No SjONAI AN'tt E ti a0 gUcw West Palm Beach, FL 33407 3 17-107 7—'p7 ArrN•'' xALTCR A TIL"',LET Jr. "'•�"• POR"Va.It 441b? 5 SHEET P.E. SEAL/SIGNATURE/DATE 7 OF 20 SEE END ETS 10 A 18 SEE NOTES ON LOCKING RODS MY LOCHS© F-1 N--] EXISTING GLASS INSTALLATIONS W1 (I HV AND WER14AIE W LOCK 0 ON SHEET 5. Fq-y T-1 BLADE SLACK DETAIL HVF is VAUD FOR ALL BLADE W/ HY CENTERMATFS CINTERMATES APPLICATION WMII BLAZE0 0 ONNECTION FC)OSTIMC GLASS DETAILS ON SH EETS W 00 ,01I ————————————————--- --L 2*.2*.I/&w*xo**-2 7 -75,aLOY)ALLI OPPOSING SYMMETRYCA (6083 @ "LEM W1 ) /e#TECON 1/2- -@.g t ANCHORS TO C014CRM CENTERMATES E TER AT�ES IN.SEPARATION (10 "S"0 12- W/ HV LQCK�gor (9 HV LOC a Or TO GLASS (4)1100/2-S.p 10/f FSU*L Ew (2 L L �f I.LENGHT. K sio. AT EACH ANGLE(TYP) SCHEDULE SHEET 11) L=A 5 90, 1/2- (�3 4X f IN 4 C--- -x; L T 2 HVB HVQ HVA 3- ISTING cuss -POURED CONCRETE OR CONCRETE BLOCK WALL (D (2) 0-(D 0 °ftREOU ED qi`Ell Lm 0--Q-- EXISTING'�O*@-@'0"@'@,A1 'N SYMMETRICAL —— ---1 -T- C_ IN MIN.SEPARA71ON @ N ExisnNC CENTERMATES 0 GLASS ------ -GLASS L(Di 'I- I OPTIONAL (SEE SCHEDULE W/ HV 09K 06* ON SHEET 11) (IWERIOR) MIN.SEPARATION TO GLASS (SEE SCHEDULE 1 ==IN OPTIONAL ON SH 11) (INTERIOR) -—-—-—-—-—- - —-—-—- =00 T -CONCRETE ANCHORS®- - - 1� <> ------- 16'O.C. ii 917 Fo u 1 6 1/2'MAX.SLACK HVD FO-U-T] (EXTERIOR) HVE H—VF** FLORIDA BUILD] CODE(Non Rgh Velocity liurricane Zone: 02017 TILIECO,VC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVIM "TRT Accordion Shutter System O a=,- — AS,SwAs KV.RAE#1 W/OR W/b H.V.WWII R.AX American Shutter System's 1EV.ft McRwrm VAIV DRA*11 SNI: I-C. TILLIT TESTING & ENGINEERING COMPANY Association, -M5 1WEE. 07 27 17 355 N.W.36, SL,Se.305,WICM WD04S.FLOFWA 3316 Inc. I OLD I S 0 4 Phare 5)871-1530.F..:(303)871-1531 268 Westroads Drive 2 • —,a: West Palm Beoch, Fl. 33407 —3 DRAWING No ZONAL Erl-ow7ig 17-107 W&IER A.TILLT Jr.P.E. 4 fLOM4 Ct.1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE S. OF 20 1 -- - POURED CONCRETE POURED CONCRETE CURED CONCRETE POURED CONCRETE OR OR CONCRETE _..^-_ OR CONCRETE OR CONCRETE _ CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REOIARfD BLOCK WALL REQUIRED REQUIRED ZEXISTING GLASS EXISTING GLASS j -� [7 / 2•MIN. 1EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS Q is-0.c. .t..�- -- MIL SEPARATION ti., •-P }'-I T--7 --2"MIN. TO GLASS(SFE I T i 1it44.SEPAPATKit4 ON SHEET N SEP (SEE { t f y MN.5tPM(SEE itICIN F£OORBIACE0 f 3 I i0 04ASS(SEE ` EO EO iO CLASS SCTEDUIE ONSHEET1/16'x3"MAX. ON SHEET 19 SEEAOR 11 OR A {i ' II FOR BLADE SAND (6063-Ts)CONT. �tDE';O&{fjTt / V , 11 MR ET 19 SCHEDULE ON OR ON SHEET t9 FOR ON SHEET 19 FOR ALUM.CLOSER t , M Q t BLADES O&a (Lo{LOCATE T. ' - ti-AmQ&® PLATE.(LOCATE 1/2•• F i R SIDE AT EITHER SIDE MN OF 5) ; OF 4O) .�_ I _ •F SE 1"OR 2"MAX. 1/2-MIN. I --- r ( APPUCABLE).2'x1/8'.0•-2- filItOxl/2"S.M.S. I I AL INUM CLIP ANGLE iy~• J10.1/2"&M.S� _„_�_-7'\ 0 Is-O.C. ( -76 ALLOY)AT MDHEIGHT 9 16"O.C. 4 J, (1)#100/2-S.M.S.T0@& \ • ¢ (2 /4'4 TAPCONS ANCHORS TO AA^�� W L AT 1'O.C. (LOCATE AT EE DETAIL X ED —•t SDE CONNECTION 1 OR V,.y+ tER SIDE OF Q) CO SEE DETAIL X FOR J OR ®� TO TRACKS SEE DETAIL X 1 DR , SIDE CONNECTION ' �'•S�•�7 w� t0•® SIDE CON HECTION (4.5�'a®'0""® t0•�a w w 6 7-8 10-0- TO TRACKS w w 6 7 a 8 10• f 0 TO TRACKS to-0. ®°0•®a 1p•t�"�'®°©®w ®tO'b�a0 0 � 6•07 •0.0.0•®w ©•O,Ow696))•0•®w A•�w©•rya®'®a O.�n©.�a®.®w . w0•�6 a©•® O•�a®•®a®•�5 w\.7•C7 0: 0:@-Oa0Oa� 0 END CONNECTION DETAIL(3 END CONNECTION DETAIL (j) END CONNECTION DETALL. ZO IREO ONLY FOR SPANS GREATER T1W4 12'-0" POURED CONCRETEOR CONCRETE BLOCK WALL fr' G .-EXISTING GLASS REQUIRED GLASS _� � ��• #10x1/2-S.M. I -----'-----`.. --- ---- 361iSEPMATit)11 �31�.___—_ ------- GLASS(SEE 0) 16"O.C. MN SEPARATION I .% CON SFxETOR OR�QR SO GLASS(SFE I1J _ _ ____ 1/2"MIN. SCH DLIE ON SHEET 11 MADE QAND CONCRETE �___________.._ _ ON 19 FOR ANCHOR a--� 11 Fait BlA#mAt'10 4 __- OR 3 OR OR� Q&Qt 12'O.C. \\\ ) tjAA__ kOR BLADES Q&® �� CONCRETE EO ANCHOR , 4 0 C -'__ 1/2 MIN, 1 3 11 T ------ --2"MIN. 2'MIN. BELADE M4AON SHEET8 OR I OR r ED S OF U 9 FOROR@OR(qOR) OR@ Vt. ♦5 DETAIL X b DR ®at7`OaC� 7'0w D INSTALLATION T— POUR ONCRETE OR �w®•0w 8Q 10•�a t0Q®w©. .�.�w CONCRETE ,aa®a0.Owp•Oa .0.0 -0-0- T FIV BLADE OR i"IN WiNDOW BLADE INTO REQUIRED '\`-©•(O•�p^�,wO.O•®a �•®w©•®aC}•�a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL a (O ®°k •0a®'�aQf�' ' 7ION DETAIL a a010 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ``1''�1 :•,...`�Ci+�' y �4 02017 MTECO.INC. HA NVTM ®20BGRTMETAL SUPPLY,INC. EASTERN /7%LZr A,SS■A, Accordion Shutter System ttx {T wj CR w/o Nv 14tND(nY MAX TILLIT TESTING & ENGINEERING COMPANY American Shutter Systema REV.H OESCWPTIDR DATE DRAWN 9N. LC. �G>�;•..A<1 4,j, 8355 H.N.36th.A.Ste.385.MRO M GARDENS.nCtma 331Association, Inc. 1 OLD 15-065 Tj27Jf MT£: Q7/2767 Ptwn6:(sOs)en-u3o.fox (305)871-1631 4268 Weslroads Drive 2 DRAWING No 1 T+ a-mo-i:T31xa0aa.wm West Palm Beach. FL 33407 3 .-.�I��AI••>�+�0 tf'` E9-0006719 4 17-107 AL 4t WALTER A TRUT Jr.P,E. FLORIDA U./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE B1 y-�— MAXIMUM SHUTTER SPAN -L+' OR "L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" !t) FOR INSTALLATIONS W/ a d OR -L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSW ITON LEGEND NATES: ( 0 &� ar�?Y or INSTALLATIONS W/ �,�Q$j�E W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.Y. LACK or 4r or & & W/ ONE HV LOCKS MANSORY POSITIVE A.S.G.DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® OR W/ NO LOCKING -! L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMAT@ 280 29 W/ ONE W/ NO LOCKING RODS WALL A. B. C, D. E. M. N,S. P. Q, A.S.D. DESIGN PRESSURE RATING. ODS MOUNTING F. K & L R, S, &V. F@ T" LOCK 30 W/TWO LOQNG (SEE NOTES t.tt) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 M1JIT�O{P�'�&`BOTTOM EE n SHEET 7) FLOOR/CEILING G• H, 1, 11, J T. U.W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: CONCREI�X INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING & M MKXW t kwA" INSTALLATIONS 1.I%LDES INSTALLADOtJ6 GIVEN A POSITIVE ASA. DESIGN PRESSURE RATING, A5A.OESION AS.D.O[SIGii Ai4 tcsKV DETERMINE MAXIMUM SPAN 'L4'FROM SCHEDULE. PREMPE WALL MOUNIINO PRESSURE FLOOR/CEUNO UM14TM PRESSURE WALL MOUNTING FLOOR/CFJUNG RAYM & RATING GIVEN A NEGATIVE AS.D.DESIGN PRESSURE RATING. MT RG OR ��� l+�)1 FLOORICEUNG MOiMiiNO t{o'`�r•}} FLOOR/WALL MOUNTING A DETERMINE MAXIMUM SPAN'L-'FROM SCHEDULE. L t {n) L-{4 L+ {A) L-{ L 4 {M) L-(A L 1 {I) L-(ft) 0 MAXIMUM SHUTTER SPAN "L+'OR 'L--'FOR INSTALLATIONS INTO WOOD SHALL BE UNITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0' 18'-0' 16'-0' 16'-0" 30 16`-0' 18'-0' 30 16'-0' 16'-0' 105 pal.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND "L-'. " 35 14'-10- 14'-10' 35 40 13'-10' 14'-2" 15'-2" 40 13'-10' 13'-10' 40 14'-2• 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 i3'-1' t3'-7' 45 /3'-4" 14•-3' >} HV CORNER CEH7E:RMATE d3 MAY BE USED`AT ALL COMBINATIONS W BETWEENOUNTI WALL MOUNTINGS 50 12'-5" 12'-5' 12'-8" 13•-T 50 12'-5" 12'-5' 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS WJ FLOOR/CEILING Mp1JNTINGS: 55 12'-S"- S1'-70' 12'-i' 12'-t1' S5 }Y-10' 11'-10' 55 t}'-Y ll'-}}- SHALL BE AS INDICATED ON MANDATORY CONDITION p2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE _ _ NOTE/5,SHEET 5. RATING: 60 i l'-4- 11'-4' 1l'-7" 12'-4' _ 60 11'-4" 11'-4' 60 10'-2` 10'-11' DETERMINE: 65 10'-SO' t0'-10• !f'-1- 11'-17 fi5 10'-t0' t0'-10' 65 9'-5' To'-i' LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6" 10'-9" 11'-5" 70 10'-6' 10'-6' 70 W-9" 9-4' Ls+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 l0'-i" 10'-1" -0`-4' N'-t' 75 10`-i- S0'-t' 75 - 8'9" 't't EXCEPT THAT 140JIA M SHUTTER INSTALLATIONS. 80 9'-lo- 9'-10' to'-0' l0'-9' 80 9'-10- 9'-10- SPAN 1+'OR'L AND MAXIMUM ASO.DESING FOR A GIVEN NEGATIVE ASA. DESIGN PRESSURE 85 9`_6• g•_6• 9-9' 10'-5' 85 9'-6- 9'-6' PRESSURE RATING FOR WSTA1tAiKXt15 Wi0 CONCRETE RATING: 90 9'-3" 9'-3' 9'-5' 10'-1' 90 9'-J' 9'-J' OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 0 MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. 95 V_O' 8•-9• -77-e— 9'-10` 95 9'-0' 8'-9' LIMITED TO +64,-72 p.s.l. AND 8'-0' SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9' W-4' 9'-O' 9"-7' 100 W-91 8'-4' MOUNTING@ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' e'-9' 9'-4' 105 8'-7' 7'-11' 170 8'-4' Y 11 8'-T 9'-2" 110 8'-4' T-T FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 8•-2- 7'-3 a-+ e'-11` 115 6-2' —7'-3- 115 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN L+', T2+, `L,- AND L2-" 120 8'-0" 6'-11- W-2' 8`-9" 120 W-0' 6'-11- (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-lo' W-8' 8'-0' 8'-5' 125 7'-10' 6'-8 ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-$- 6'-5- Y-50' 8'-7- t30 7'-8' 6'-5 WIND ZONE MINIMUM PRESSUT2E RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 135 7'-7- 6'-2- 7•-9' 7•-9' 135 7'-7- 6'-z• SEPARATION 14o T-s s•-n- r-7• 7'-s" 140 7'-5" 5•-t,- ASTM E-1996 TO GLASS 145 T-3' S'-9' 7'-5" 7'-3" 145 T-3' 5'-9' 150 T�2' S'-T T-4' T-O' 150 T-2` 5'-T tss T-o' S'-5" 7`-2" s'-s' 155 7'-0- s'-5'" 1 THRU 3 1 6'-T160 6'-11" 5'-2 . 765 6'-10" 5'-1" T-O" - 6'-4" 165 V-10" -- 170 6'-9' 4'-11" 6'-11" 6'-2' 170 6'-91 4'-it' 175 6'-7• 4'-9' X1_a900 6'-4- 6-9- 6.-0. 175 6'-?` +`"4' 4' 186'-6` HV B6'-6' ` - - 5IO" _ LADE 185 61-5" 4'-6- V-7- 5-86-54'-6- 4-S- 6'-6' 5'-6' LIEW-2- 4- 4'-5' -.•.t$5 6'-3' 4'-3" 6`-5" V-5' 3" 4'-3' 6'-4' 5'-3' 4'-2" u1' 47 byfi FLORIDA BUILDING CODE(Non High Veiocity Hurricane Zone 1' •• /' 02017 TLTECO.INC. 02017 EASTERN METAL SUPPLY,WC, �ycErus ` ''T BER TM stem� Accordion Shutter Sy IMVLTM I. A.S.S.A. Hu BEAOE#1 w/DR w/o ltu WINDOW GLADE .�'.• Q �G/`�5 i Arnertcan Shutter Systeme EV.N DESCRPOATS S ORARN BY: TILLIT TESTING & ENGINEERING COMPANY 1RICY. LO. I_T,�IC Ul'•'' rQ�' Assoclatton, Inc. I OLD 15-085 7/27/1 DATE- 07/27/17 9 '•. 4y \� 0.155 N.M.35V,St,St,.305.VIRG*"CAROMS.r1AROA 331C A Pha :(305)871-1530.FD.:(305)871-1531 4268 Weslroads Drive s DRAWING No 1 ,d a-mal wt4c00od.caM West ootm Beech, FL 33407 s •`"sSIONAL 'IN WALTER A'.RU6T1 Jr.P.E. 4 17-107 P.E. SEAL/SiGi 7IJRE/DA7E FLORIDA LIC.1 44167 6 SH 11T OF 20 ..: jNE NJ U 3W orl�omo�mmomomo®fid 000mo�mm000momm�'i��on®m�m000[�mm�md �ma�mvouoo mmmomolom rr>t�am00000 mmmvoaoo�u:�uaoovom onoonoom mmmonooammmoonoommm00000mmmnonnopmm000000non0000 »pmmO0OO©mmmOOODOpmm0O0O0pmm[7000©pm[I70OODOOOO[IOO=� pmmoononmmm000nopmmoonoommmnonnopmm0000n00000noo ®mmm0000apmmoonnopmm00000mmm00000pmm000m0000noomo �nmm000nommmoa000pmmoononpmm000®ommmon000000000no mmmoov®opmmononnpmmv0000mmmon000pmmn0000000000m© mmOOOODa mmm0O00O mmm0000O RlmmOOO==pmmOODOp�OOOOOE7® ®mmmono©o pmmvovom pmm00000 pmmom000 pmO0®mpp OOOO®map ,• mmmnoomopmmnovompmmv0000wmmonvoopmm00000non00000 pmm0Omp=pmm000®=mmm0000©mmO0O0=O pmm000pm OOOOO�DO ` mmmOODa=pmmOO[70mmmmOOODO0mm0O=L'S=pmmO4®ppOOOOOtbF�]O ` Mmmmoomoopmmvoo®ommm000vommmmoo=opmm®m®00000®m®mm pmmpmmOOm0m0mmmmm[o7omop=oo=0mmmmm[o70®ooappo0 mmm0pmm o CAMUE"oo mmooonommmmmvonommmmo©000mr�mo®o®®oongn000®o m@m0Emma am®m0Om0OHong Q7�nnoomm0onooOio0mm0[r000p000noo®O m 0a®poo pmmOOO=m pmmOOOOO pm0mp===p®mOmp=p OOOOmOm= .Jm��mo®�opmmmonopommm00000mmm00000���mma00000noo©ao Mpmmom000mmmoo®oopmmn0000mmm=oo=mQ•r,lomm000000mmm=o 0mmomv==pmmoo®oo mmmoono=mm • 000=g mmm00000 00000®oo , IUMI�.c,'Im00oop mmmo"o=M mmOaompo mmmo 0000 ml�i�m®poo 000®a®oo ��m®mm®opo pmmO®mmp mmmo"==p""m�apOOOO maim©O=Om OOm©OOp= m®�m00vO�0®mOm=OO®®m0®OOOm®m000000mmoO000O0®ODOOO Jmg�moaoo pmmovpoommm00000pmv=opoopmom0000nnommvoo Kam a pm0®OOpmmOO®ppmmmmoomoo��oopopo�3 ;mompooDom®�®pOo mOm mm ==p pmmOmp=O ppmmOO O=pmm==O=O 0mO® O=O OOO ®m0 mmOpOO=pm000p=O mOOOpOO mM ==M===M DOD pmnma=po mmmo©opo pmmnoeoo pm000moo pm®opo=o oo®v©p=� pm0pmpp=0mOmpoop 0mmOOOpp�OOmppp=X70©OOp=p p OOp0�O== 0m0ppppO mm ==pm mmmOp=p0 mm© p=p=pmmOpOOp OOm0 m0 ' pmaOmOOO mmmpOppp mm====p mp=Op=O mMW =pO= DO ©oaoo pmmp000=pmm=0000pmmoopoo� ppo=oommom000�000mm==p ®mmmo="""=mm00000pmm==000mvoop000mom0000000c�moo=o mmmo oommmo"=momommm00000mm000000mmm00000g0000nao� ' mm©omgioopmovo opmm=oo=ommp00000mm0000=oom®000 pm©00000pmmoo opmmop000mmmo=000mm"Mm= =mnno©o=p =moo=000mm00000ppm"""ommy®mmm==oom000="="mmmo""= 0 ' � • ' 0 1 pmopm000pmpe000�mmoo=om=mm o=o0m00000m000no®== - � � • � m®voovoomm000000mm000�ioo�vv000vo� voovogioo�®0000 pmoopoo=pm000000pmv=000=0000=oppvo=00000n000=oo= • - • pmpmm=p=Om=OOO=p mm00000O m00000Oo mmo=oo=o 0000®000 00p p==pmpmOp=p pmO=O== Q7Op==mm0 0®O==O=p O®.000Om p®m==ppmcl p==pusul pOOMlM=Op p�Op=ppOpDODO= __ �p0000=mom=000000moo=opo=®0000000m000000sa®m®00000 po=oop ompooppppoomp000000m000pooppmopoopoon000mppo p=mpp=p=0O0==ti=O poo=mono DO=Opp=p OpO=m=Om OOmmumus 0000=oOp pO=p=p=O pOO= OOO p=pppOOO 000= OOm O®poop== ®' mo�i00000m000000�om000vvoovvoopovovom0000�oomo®aaoo pOOOOOOOmOOOopoofn0000�T�GQ ==omOopm000000=oOmOm m N MAX, SHUTTER S SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES �G Ti _-_.iiet--iiti PLt£SSURE RAilhu A<4:!A HOflntNN TYIFOR CST£LlH CQNCRETE BLOCX R(57AllA2tlk,bR 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (SEE INOI.INfINOS E.0,&HON SiNEE15 6&7) POfI�D FLO= roapED caNcI&7E (A) TO EIGSRNG POURED CONCRETE:(kin.t'c-3 kat) UAXUJWO EQ WALL SILL MOUNTING GQCEIUNC MOUNTING H FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADWORM TECHNOLOGY ANCHORS,AS MMUFACTUREOBY LT.W.SUILDEK. (Min.I'c-3 lop ANCHORS S0ACINGG l f&E ND - 1/4.9 A 3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.SOLT&SPECIALTY COMPANY.(M;a t'e-3 W) SAMIII 1(CA7hE fBL flAT910 SO 06LtN t[WM1E 14UMG if.GiM PROM TAPCON� - 1/4'9 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.OIC.(Mim f-c-2 k8i) 301401601751901120 160 105 30 40 Ni0 75 90 120 160 205 30 40 6O 75 90 120 160 205 TAPCOH WITH ADVANCED - 1/4`9 TAPPER+ANCHORS AS MANUFACTURED BY POKERS FASTENERS,INC..AND d$IRIBI11E0 BY All.POINT5 SCREW.BOLT&SPECIALTY 10 9 8 e 6 s.s 14 t2 t0 9 8 e 6 /4 10 e e 6 6 o THREAON W17 TECHNOLOGY ED TAMPANY OR ANY OTtNER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WON THE AMERICAN SHUTTER SYSTEMS ASSOCIAPO9,INC. 3'-0` 10 9 8 8 6 8 1{ 12 10 9 a B 6 6 14 12 10 9 B 0 6 6 ALL POINTS SOLID-SEF ( I•FC 3 k5i) OR LES! 10 9 8 8 8 8 ti 12 t0 9 8 6 6 6 14 12 10 9 8 8 a S BLUE TAP W/CAP NOTES-. 10 9 0 b 6 7 14 12 10 9 0 8 9 8 14 12 10 9 B 9 6 a TAPPER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPOON WITH ADVANCED THRENXORM TECHNOLOGY ANCHORS AND TIPPER+ 70 9 8 7 S5 3S t4 12 10 9 8 8 6 8 14 12 10 9 0 6 6 S ANCHORS i5 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS I i/r. 4'-0' 10 9 8 8 6 6 14 12 10 9e 8 6 6 14 12 10 9 8 b a 3.5 70 9 8 8 6 4 14 12 10 9 8 a e 45 t4 12 10 9 8 e 4 3S AL2)MINIMUM EMBE DENT OF 1/4b x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/e'INTO THE POURED CONCRETE.NO EMBEDMENT t0 9 8 8 e 45 t4 12 t0 9 e 8 6 S.5 14 12 10 9 8 6 5 45 INTO STUCCO SINAlI BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2't(WG MINIMUM SHOULD S111CC0 4 SEC tKR4 K USE FOR 14 12 10 9 7.5 Sb 3.5 - 14 12 10 9 B 0 6 S 14 12 f0 B e 7 5.5 4 '�9NCEt I9 p1151',AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 t0 9 8 8 6 6 14 t2 10 9 6 8 6 SS 14 12 10 9 8 8 S 4.5 14 12 10 9 8 7 4 - 14 12 10 8 8 6.5 S 15 14 12 f0 8 6.5 3 3.S ] AJ)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR• sa i2 f0 9 8 7.5 tS - t4 i2 t0 9 a 8 S 4.5 1t t2 t0 8 8 8 4.5 73 ANCHORS SHAT.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FIMSHEA ANCHORAGE 51411 8E A5 INDICATED ON 14 12 9S 73 6.5 4.5 - - 14 12 10 9 B 7.S SS 4 li 12 70 9 0 6 4.5 3.5 NOTES At)&AL2)ABOVE FOR INSTALLATIONS ON MUM SIDING OR M WITH OR WNHOUT META.STUDS CONSULT THUS ENGINEER FOR 14 /2 LO 9 8 0 6 - 14 12 10 9 e 8 8 5 14 12 10 9 e 6.5 S J.S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. y.4 i2 10 9 7.5 S5 3 - 14 12 10 8.5 1 55 { 3 14' 12 8 &5 5.5 4 3 74 12 t0 9 0 6 - - 14 12 10 9 a 65 5 3.75 14 12 10 6.5 a 5 4 - (8) TO EAPCOG CONCRETE BLOCK:(ASTM D THR 14 i2 a &S 5.5 3 - t; 12 10 9 8 63 45 3.5 14 t2 10 8 7 5 3.5 J - II/4'o TAP/4' L TAPCON SOLI ADVANCED ANCHORS, S DISRIA TECHNOLOGY ANCHORS.S EW.BOLT BY LT.W.COMPANY. 14 12 t0 9 8 is 12 t0 9 e 7 5 4 14 12 10 9 75 b.5 4 J - 1/4'9 A UE T ALL NCRiT SOLID-SET f ANCHORS•S DISTRIBUTED BY ALL MDAPOINF SCREW.BOLT&SNC. COMPANY. 7'-0. 14 12 l0 8 B.S 4 - - 14 12 9 7.5 8 45 3.5 - 74 f0,5 7 SS 45 35 - - 1/{"i BLUE TAP CONCRETE ANCHORS W/CAP AS MAIUFACTURED Eh FLORIDA FASTENERS DIRECT,IHC. 14 12 70 65 7 4 - t{ 12 10 . 75 5.5 i - li 12 9 . 75 4.3 - - - i f4 f TAPPER+AtiCENORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUnKKNREO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 S5 4.5 - - - 14 12 10 9 7.5 SA 4 - 14 12 9 7 6 4.5 3 - 8'-0` 14 i2 t0 9 a 6.8 - - 74 /2 20 9 8 6 # - 14 /2 t0 -1-1±45-f- fi.5 5 35 - NOTES: 14 12 8.5 7 5.5 3 - 14 12 B 65 5.5 4 1 - 25 9.5 6 5 4 3 - - &t)MINIMUM ETABEOMENf INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS ANO TAPPER+ANCHORS IS 1 1/4"ANO TAPCON I+ f2 &5 7S 6 - 14 TI 83 a 85 3 - - 1# 8 6 &5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS t'. T3_9.5 8.5 S 3.5 - - - 14 IZ 10 8 45 3 - - ti 12 6 8.5 S 4 - 9'-a' t4 12 t0 9 0 ^ - - 14 12 10 9 7.s 45 - - 14 12 65 7 S.s a - - 8.2)MINIMUM EMBEDMENT OF 1/4Y A 3f4•ALL POINTS SOLFO-SET ANCHORS S1WL 8E ENTIRELY FABEODED INTO THE CONCRETE BLOCK.NO 74 11.5 75 6 4 - - - 14 tt 7 5.5 5 3.3 - - ti 8 55 4.5 35 - - - EIABEDMENT INTO STUCCO SHAT.BE PERMITTED. t/4't-20 S.S-MACHINE SCREW USED SHVILL BE i ifr LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4.5 - - 14 12 9.5 7 5.5 4 - 14 10.5 7 5.5 6 4.5 - - EXIST.AND 1•MINIMUM FOR WALLS WITH NO STUCCO. 7.5&5 5.5 + - - - t4 iT 9 7 s 4.5 - - 14 7 55 !.5 3.5 - - B.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 f0 9 7.5 - _ - 14 12 10 8 0.5 5 - - ti t2 B 6 5 4 _ _ ANCHORS SHAT BE LONG MUCH TO REACH THE MATH STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 S 3.5 - - 13 95 6.5 5 4 37.5 LR_ 4 1 NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT META.STUDS CONSULT THIS ENGINEER 14 if 7.5 5.5 - - - 14 11.5 9 6 5 4 - 2.5 9.5 a 5 4 4 - FOR INSTALLATION INTO ETES 1MTH METAL SKIDS SEE SHEET 20. NOS 8 5 - - - 14 12 0 6.4 S.5 4 - - 13 t0 B7 . 4 3 - ts i2 9 7 e 4.5 - - t# tO.S T S.9 45 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11'-0' 14 11 11 25 9.5 5 - - - I2 9 6 4.5 4 3 - - 9 7 q." 3.S 14 10 7 - - t4 Hos 7 S5 4.5 - - LIS&S 4.5 .75 - - (o) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 45 - - - f4 1f.5 7.5 6 5 - - - 12 9 4.5 4 - - OGE DISTANCE 12'-0' 14 t2 10 _ _ - - t4 72 8 6.5 5.5 - - - 73 10 5 4F ANCE VERSUS SPACING SCHEDULE FOR ANCH00St 15 65 15 - - - - - tt 8 S5 4 3.5 - 3 - - - fAAJOMLRd ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN 1NFE'NDICATEO,REDUCE ANCHOR SPACING 1 - - - - - 1S 9.5 8.5 5 4 - - - 05 6 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 15 95 6 b.5 _ - 14 105 7 55 FACTOR a.s - - - it B.S 55 +5 35 - - - REDUCED SPACING OBTAINED USING FACTOR SMI NOT BE LESS THAN MINIMUM SPACING INDICATED FOR TACH ANCHOR TYPE. - - _ - 14 11.5 7.5 6 14 12 - - - _ _ 10 7.s 5 4 J - - - 7.5 s.s 4 J _ _ _ _ ACTUAL TAPCON WITH AWAHCITN TAPPER+ EDGE 7AF'CON ALL POINT SOUR SET BLUE TAP WJ CM 2.5 b5 - - - - - - tz 9 a 4.s 4 - - - 9.s 7 s { - - - - ' rYp DICTAHCE THREtDFORM TECHNOLOGY MIN.SPACING g g - 13 9.5 6.5 5 - - 0.5 7.5 5 4 - - - - OR E.D. MIN.STRONG 3" MIH.SPACING-3' IN.SPACING-3 112" MIN.SPACING-3' 3 3/4' 4' 14 12 - _ _ _ _ 14 NOS 7 5.5 _ _ _ _ it &S S3 4.5 _ _ _ (1)HY BLADE NJ POURED CONCRETE& P"a omairTE OONOSTE HOCK POURED CONCRETE& POURlU COHEREIE&POM611 CONGPEVE OONO✓M STOCK 14:-0' t0 7.S - - _ _ _ 9 7 4.5 JS _ - - 7 S 35 3 - - - CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK 71 8 5.5 4.5 - - - 9 6.5 45. - - - - y 1!L ER•Y 1@!E&•3 1/2. 1111 ED.,21/Y E0.,31 2' MN,ED.•Y Lt1 E&•3 1/Y NFL ED.•21/7' �5 i e5 - - - - - os e BLADE WORKING 3' I.o D.81 1.0 o.7a 1.D 0.84 1.0 2 1!2' - 0.811.0 - - 0.67 1A . IN UNISON0.51 -♦ - - 0.5 8 5 - - - - e5 6 4 - - - - 2• - D.71 _ tS 85 0.43 1 _ _ _ _ _ _ _ 25 9.5 6 70 7.5 5 _ _ _ _ 1 1 2' 0.35 _ _ _ _ p,;5 -. 16''0 5' e _ _ _ _ _ _ _ 8 6 4 - - - s 4. gy _ - 95 7 3 4 - - - -f FLORIDA BUILDING CODE{ on Nigh Velocity urricane Zone 02417 Turco,INC. 4)2017 EASTERN METAL SUPPLY,INC. BERTHA H TM s A S S A Accordion Shutter System c Q ` F7i7L77EE767t. . . . . ttV.BADE#1 W/OR W10 KV.WINDOW BLADE j 1, T TILLIT TESTING & ENGINEERING COMPANY American }Shutter Systems E7.x 6EscINI'roR OAT[ 0RA'AN BY: LC. J''; 7ry�`.0 :' -• / 0.155 N.W.36M SL.Ste.]05.MRGOA CAROMS,FIABIOA 3116 Association, Inc. 1 OLD 15-885 07/27/1 GATE: 07/27J17 Ph- (305)871-1530.Fav:(305)871-1531 4268 Westroods Drive T DRAWING No n QRIn� '``-4y 11Y -04;tat ec.ft.l.«n West Palm Beach, FL 33407 3 7�' Q/^7 �iV�t/''�•�•.......'.t•�'+•\PVI�1 WALTER 0.0ED-7t6UT79r,P.E. N A "� QNYv / FLORIDA Lk.7 44167 S SHEET d P.E.5646/ t1DATE 6 13 OF 20 _ J A1111 I A G ; Y Y Y Y 1.MAX A.S.D.O[SIGN PRESSURE RATES:+110.-710 p•.1. 7.MAIL.SHU ER SPAN:06' 3.ALLOWED NOUN HOS A 0.0&H ON SHEETS 0.7:AS WELL AS MORIRNOS M.0.T.U&W ON SHREEI 1e&17. ONLY 4 aR 5 ce 7 % LY 9 EXTERIOR ACCESS SIDE Of' Ila . TYPP,EA,END • , � • 5.(A)HY WINDOW q,ME(tAli SfW,L(MY ALOW A MAX[MUM OF S OPENINGS (3-0 HOLES)FOR©PER AT SNCHGS SHOWN ON SHEET 4. KL�OWED AWIE /S v°i • • (a)MIN.CLEARANCE FROJ(TOP OR BOTTOM EDGE OF W WINDOW BUDE tQ OF,ANY 3h HOE FOR as SMALL Be it. WMDOW BlAOE . (WINDfIRST OR LW OW WZE lt4WE COMING OUT IROM STARTERS AT ENDS WY BEW t • • (0)HY WINDOW BLADE©MUST BE UO ALTERNATE TO A SOLID HV BLADE D y THROUGHOUT SHUTTER'S WIDTH. • • ♦ �_A ! ♦ ) CAT ATMFR SIDE IL ALWAYS B *CUM AIMACENT TO A SOLO HN ( 1 SEE END- 9 (f}PGLYCMB Of T 1. TH PfN00W Sf02L LTE HSTNLEO SO TABS RACE CONHECMNS6 THE INTEF50R OF THE OPENING K07ECIE0.HIO WINDOW MIKE S DEEMS ON SHEETS • ♦ • • • PB ' !Y INSTALLLD NUO LOCKED IUSQHO A ix StITDJG TOOL PROVIDED tsr ASSA, t0& to TVP. FULL HEfC R� S.SEE ANCHOR SPACING SCHEDULE FOR INSTAdMMus INTO WOOD nUJUE 3 T d a BUM"ON SHEET 15.AS LIMITED BI SPAN ANO DESIGN LOAD(SEE HOLES P P iiaff { 1&2 ABOVE). iV CL 7.SIE ANCHOR SPACING SCHEME FDR INSTALLATIONS URD POURED CONCRETE OR CO CRETE BLOCK WNL O SHEEIS 12&13 AS UNITED BY SPAN AND MICH LOAD(SEE NOtES 1 E 2 ABOVE). (SEE PIAN FOR ttEOtAREMF7Jis) &WPLWUW SEPARKBON TO GLASS SCHDDtE.PER ASTII E-19M 0 H �TYP TOP&BOTTOM (W> L-(f 71-q-(g). WHO ZONE WCUUM SEPARAIO4 TO GLASS .. ��E♦O•Eri10 '`tom' 1 THRU 3 t• L ail1T�DN WH.SEPARVION TO GLASS -_DOSTING CLASS SEE SCtw"ON SLEET 11 EOR ITUE 0 4 0.25 ..-...,,� NO ON RHS SHLET rOR RA06Q&UA ---------------- of W1 64FNIFRIOR C" A04 71-4- j I- i ce, 1 1 11 4 ( 2r^L ti\ �1 P. sYM Ri CEHTELRLU7FS V!!'�T' �, /� '" 1 Wf OR AND ,� �•„" "'_-�- ��� W/0 ISE NOTE 4 ABOVE) PlA[� i`1EJ"'E9 .4� I TYPICAL n BY BLADE WORKINGS UNISON WITH HV WINDOW 13LADE (1A SHUTTER* ~�-- -' RDRIDA OLDING CDDE Non Nigh Velocity Hurricane Zone L/ 02017 TK7ECO.RHC. ®2077 EASTERN METAL SUP�jPLY�.�RNC. c SLC''JP BERTHA 97YTW iL E C O �N�. Accordion Shutter System American Shufter stems RV.RADE#T wj CR w/D Hv Vat�ow RADE�': TILLIT TESTING & ENGINEERING COMPANY Systems EY.K orsc2veaN DATE DRAWN en Lc O .F tV4/�.• 6351 ax;,aa,,st.,sa.Sax Vim"Camok%rtwcA 3316 Association, Inc. I OLD 15-095 7127 T DATE 07/27/17 _ Pw-:(3os�7i-Isw.Fo.:(3osk7t-lut 4268 Wostroads Drive 2 .-M.2;Nt.c.006t om West Palm Beach. FL 33407 3 DRAWING No EB-ODD57t9 . •' ��• WALTER A T1ILR Jr.P.E. 17-107 P.E. SEAL/SIGNATURE/DATE RoMt Lk /44187 S SHEET 9 OF 20 j I i i I