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HomeMy WebLinkAboutProduct Approval 4/4/2019 Florida Building Code Online Y Vu ess o ! !haIRlesulatibp BCIS Home I 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 ( Search i Florida xw Product Approval 11���cctt 40 USER:Public User Lem r Product Approval Menu>Product or Application Search>Application List>Application Detail D E 1, Z S 2019 • FL# FL389-R9ST, Lucie County., Permitting Application Type Revisionon Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email File COPY Quality Assurance Representative r��(� Address/Phone/Email EV'EWF.�q F®� Category Shutters CODE COMPLIANCE Subcategory Accordion ��`o LUCIE C%jUNTY Compliance Method Evaluation Report from a Florida Registered BA tett or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL389 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) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'41"for 55 psf Created by Independent Third Party: Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 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 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVi blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER 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 for Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12,25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back NeM Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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: rMIU9 N-9 go 99 a hftps://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NOTES; 1, R BUEtLLIT A, CODE,THIS ON SHUT TERON SYSTEM SHSOWN ON SHALL NOT PRODUCT EV INSTALLED A7 NMGFL DOCUMENT VELOC( HURRICANE) BEENLV IFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017'(601 EDITION)Of THE FLORIDA ZO DESIGN WIND LOADS"SHALL BE DETERNMED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WINO SPEED REQUIRED BY THE,JURISDICTON WHERE SHUTTER WILL TA1:,3LE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU,15.,19.&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL 8E FIRST REDUCED TO&S..D.DESIGN WAND LOADS AREA I: HV BLADES CiI& Q� BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX,(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU I5. 19&20 GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM 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 N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609,1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 3B-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV SLAM 0 10214.01-03.#0715.01-03,11004.01-05,01214.01-05,10317.02-06,00609,01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA.2. HV aLADE�ANp Ml wiN00W BLADE TCA AND E-$996 STANDARDS(MISSILE LEVEL D,WIND ZONES i,2&3)&J1220.01-10 AS PER TAS 201,203.&203 PROTOCOLS LARGE MISSILE. ERE APPL,{OABLE). -HY WINDOW BLADE 0 10505.01-08 AS PER ASTM E-1686 AND E-1986(MISSILE LEVEL.O.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#'0725.01-86 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.tib BLADE AND HV WINDOW BLADE 0 ARE ENGINEERED TO%YORK IN UNISON WITH EACH OTHER UNDER,THE GENERAL.UWARONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-M, CONCRETE/BLOCK SHEET 7 &BM H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 1102.75'AND 114x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET B ER STAINLESS STEEL SCREWS WITH 135,0 k3l YIELD STRENGTH AND 180 kai TENSILE STRENGTH,PINS SHALL BE COATED WITH BERM HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAIL FIV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE MI MARKING ON THEIR READ. 4.ALL.ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION.ALLOY AND TEMPER AS INDICATED ON SHEETS 2`ANO 3.MINIMUM YIELD STRENGTH FOR 6053-76 ALLOY IS 30.0 kai AND 35.7 ksl FOR END CONNECTION,DETAILS 1=6.CONCRETE/BLOCK SHEET 10 6005-TS ALLOY.' MAXIMUM SPAN TABLES SHEET IT ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEI.AS PER DIN 50018 VAIN 60 kai MM.YIELD STRENGTH AND 90 kai MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3,3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR.ANCHOR SPECIFICATIONS:HV BIAOE 'O: 12:13,14.15 AND 20 INSTALLATION DETAILS M-R.,WOOD SHEET 16 HV BLADED&m. WORKING IN UNISON: 12. 13& I5 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 B.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A CIA&PATENT 16'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15458,179 ISSUED TO EASTERN METAL SUPPLY,INC. 9.R 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 AREA '�. WINpCI�,�aa CTA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN;THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WWD/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 1D. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD �, LY CEtWMATES AND ENGAGE OR LOCK ALL ENV AND NO LOCKS, 4,. WINDOW BLADEnj ON 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 2D PLACED FOR r4ERY'OPEMNG.LABELING TO COMPLY WITH SECTION 1709.9.2 Of THE FLORIDA BUDDING.CODE. 12,BERTHA N.V.ACCORDION$HIM 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, I&(C)THIS P.E.D.PREPARED BY THIS ENGINEER IS CENEMC'AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.LA.WHERE THE.SIZE CONDITIONS DEVIATE FROM THE RED. (E)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE ACID INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES HOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (o)THIS RF-D,WILL BE CONSIDERED INVALID IF ALWAM BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (dT SITE SPECIFIC PROJECTS SWilI BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER'OF RECORD(E,O.R)FOR THE PROJECT AID WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RLD.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO TMS{ATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (0)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO.INC. IJ 2017 EASTERN METAL SUPPLY.INC. .�.�:. BERTHA ' > BERT A TM Accordion Shutter Sy stem E . A• ■ A■ lvn #T w/CR w/Ts N.0 HSNDOw AmeTiCOn Shutter Systems CV.N 0E30RIPDON DATE MIAW BY: LC. T �i1 G✓LAIrP/ TILLIT TESTING & ENGINEERING COMPANY T / `\� 6355&w.36A!L,St..M.VIRONtA CNRD*1N5.ROTUNDA 331 As91DCicticn, Inc. L OLD 15-0857/27/1 DATE: 07/27/17 Ph—:(305)871-1620 Pa.:(3os)871-1131 4268 Westroods Drive 2 DRAWING No .» \1LAAA o-mmffizal�eo6ilWest Palm Beach, FL 33407 3 17^1 b7 - S�ONAL WALTER A.nuaT Jr.P.C. P.E.-3`I At�SIWAY6RE/DATE normA u�:1 4a167 6 SHEET 0. 20 .4M01- s _ 4.576' l' 93' /j lT HFAl1�• F 02 CAST 00 9,K^r a6JI 'o mm > SS4+,•)1 o S4220a0 J;EmUPAKno xwEL61t AWs 4 N ny ESS IURU KUM .062• .316 ��t��..- 6NASS 4YLCt0ER LaRAS$Cl1J#6ER &I(EYS(a1NOM (adYOMt PLATED) 21 H QENTERMATE CK UAUFIED FOR USE w/ HV BLADEQi i& I LY ^� ' - R ® UA EGRESS LOCK 6063-T6 ALLOY ANO TEMPER QU ED FOR US£Ytf HV BLADE ) & A ONLY °Q. QUALIFIED FOR Wf HY QUAUFIED OR US Ylj HV 6063-T6 ALLOY ANp TEMPER (23) HV CORNER .CENTERMATE ONLY. BLADE i & (D ONLY, QUIALiFIED FOR USE i4/HV BLADEQ)ONLY 250.O.D., 518• 74• 6063-T6 ALLOY AND TEMPER PLASTIC HFAD ^'-' 1.7 �5y 2. LiaLOED To n it SCREW „ ,.o X21 5• a, .360'AFTER RIVETING /4".- 20 x 3/4" BEFORE RNETiNG 1 Q n S.S. THUMBSCREW 1/-4"0-20 RIVNUT* m m *SEAfEs s###ALUGLVUM(2024-F3 ALLOY)tAROE rLArtOE THIN SHEET RIl15ERT,PARE/6820,AS MNNFW'TUREa BY AVDa. r--vxwN CHMW'MV0 N,PMWPENY.NEW JERSEY 07054 OR EOUW. wAN FRONT ELEYATWN HV MALE "T" LOCK CE ssfi' LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE T ONLY 9 HV FEMALE "T"� LOCK CENTERMATE � HV "T" LOCK � HV ALTERN/-]JIVE LOCK 6063-T6 ALLOY AND TEMPERQUALIFIED FOR USE QUAUF)ED FQ USE Wf HV tD QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE W/ HV SLADE(i tONLY W/HV BLAOEQONLY. BIADE 1�ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY ANp TEMPE'R'"'' t 9t7 l7. S• ♦ NOER CYLINDER OR n .214• m a. 463 .062• C Oft .545• In Y 0.875•Lfm. 14D CENTERMATE W/ NO LOCKING ROD 14D CENJERMAT "' w U o o _I14 QUALIFIED FOR USE W/ HV BLADE t & 4A', QUALIFIED FOR USE W/ HV BLADE ) & 1A 6063-T6 ALLOY AND TEMPERHD 4 011a 6063-T6 ALLOY AND TEMPER INSgRT $ Q ALIFIED FOR USE YHV BLADE ) & tf#'s-zs s.s.oN:fsro- It 01 6063-T6 ALLOY NO TEMPER THUMDTURN ACETAL TMUMeSSREK'S. t1/2• CTLWDER (SEE OE ms� OR KEY ._ .. .. �. 15' CtUAUnED a' CYLINDER 1.57 Min 1,OCKING ROAD 3750 1f40 (R HI) LOCK QUALIFIED FOR USE W/HV BLADE(!) " 3 V 1 AA,, 9-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2373 NOOK BOLT LOCK, 6063-76 ALLOY AND TEMPER N /7�5 INSTALLATION WILL REQUIRE A7/i HOLEHUMBS REWS iES S.S. THUMBS REWS OUALIFIED FOR USE W/ HV BLADE tO& LJDRILLED AT TRACKS FOR PROPER EDMEN7 FOR. , HY 8 QUALIFIED FOR USE Wf HV BLADE FLORIDA BUILDING CODE Non High Velocity Hurricane Zone I 02017 TILTE00,INC. 62017 EASTERN METAL SUPPLY,INC. . 1...... fP� BERTHA HV A A Accordion Shutter System 7 ) i L E C O i H c. ■ ■ ■ ■ H,Y.BLADE.#1 W/OR w/o KV wsNDDN E,ADE } r American Shutter Systems qEv.R otumpRoN DATE GRAM Be; Lr- TICCIT TESTING & ENGINEERING COMPANY Association, Inc. i OLD 15-085 7j27J1 DATE: 07/27/7 • '4 6355 R.W.78tH,51,Sia.J63,%%=A O%XW S,n*FQA 334 -a STi�TE�I��•^`1` (3as)871-1530.rs=:(M)671-1531 4268 Westroods Dr1ve 2 -DRAWING Na '•., - 8-mcM-00a°Ocatcsm West Palm Beach, FL 33407 3 17-107 '_�07 '. At+ RE"I .'4A << Ee-soa67,0 trALTTR A TILLT Jr,P.E. a P.E. �1 t�fA E'jOAiE FLORM u-_1 A4167 a SHE3 OF 20 0-0- 0-0- .0- 0.0+ a -@- 1 44 d S' 9 wa � Es• A@ C @ \ L x 5 T- U "'yy�„�j T.MAN,j�74iZr CONDRION Jte ONE HV LACK I&or�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN *R� OR 12'ABOVE OR DF,�OW 2 OF SHUTTER SPAN FOR SPANS UP TO 1051,AND FOR NST TIONS AT 4" ELEVATION. HV LOCK 21,,,E or MAY.BE USED AS AN INSIDE OR OUTSIDE LDCK,ATTACHED i0 OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONGFLATHEAD S.S. M.S.LOCATION OF LOCK SHALL AS INDICA SHUTTER ELEVATION, 'x'01 09 2.Qep,O,,,tjBE•�NDIi7I I Jt:IF 0 1 R FOR SECURITY PURPOSES, UP TO TWO HVy� n [66, is R,f,qq OR qq MAY BE USED AS.AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATESOR JI — ° F LOCATION DE S INDI BE S INDICATED ON TYPICAL SHUTTER ELEVATION. OPTION&CONDITIO #2 OM40 ONLY WHEN Mh%=RY CONDITION it OR LIMITED MMIDATOff CONDITION _ Q (Q( LOCKING RODS ARE NOT REQUIRED AT�jiURRICANE POSITION, BUT MAY ° 4 OS q 6 ux'�i�0 aq 4� °N¢"� E USED IF DE51RE0%ENHANCE SHUTTER PERFb MANCE LOCKING RODS¢�OR AN ALTERNATiVf DEVICE MAY ALSO"BE USED AT STACKING POS(RpN ('NO°ON HURRICANE POSITION)^ON JN�� E "'�i�.SWLLL BE USED ATNER D INSTALLATIONS AT AAYiof SUTSOEORATTACHE[}TOt9 CORNER 1/4 0-20 x t "LONGFLATS.S,M.S.TWOhTTOP&B OM SHALL OF LOCK SHALL BE S INDICATED ON TYPICAL SHURER ELEVATION. MA%IMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ° flr3s9 �U4 '5. ? 8_ r ���-ONE ALTERNATE HV LOCK 2 MAY BE USEQQ,�IN UEU OF MV LOCK or FOR ANY SPAN AND ' @- � INSTAb'TIONS AT ANY ELEVATION.ALTERNATE LOCK¢�MAY BE USED S AN"INSIDE OR,OUTSIDE LOCK.,ATTACHMENT OF 1/4:4-20x3/4'S:S.THUMBSCREW TO 0i OR CENTERMATES SHALL BE MADE W/ 1/4`0-20x3/4'ALUM. { xQp"1�4— >3 % RNNUT S SHOWN ON SECTION HVE, SHEET B. ONE-LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 3 LOCKS AT 1/3"OFSHUTTER SPAN. Nal 8, MANDATORY"CONDITION ja FOR KF'YST�N_I MO N IN}}N• ST LATIONS, ONE HV LOCK 0 or 15 or 2�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR -ABOVE,OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION,tN LOCK I&of 7°r-@` MAY BE USED AS AN INSIDE OR LIJI r__1 OUTSIDE LOCK.ATTACHED TO Ql or�1''i'SYMMETRICAL CENTERMATES W (2) 1/4-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S._LOCA71ON OF LOCK SHALL BE S INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 CONNECTION - ,. OR @ TOP AND 130TTOM IS'COMPLETELY MANDATORY. DETAILS ON 0 r C x 1 1 K 1. Y P _V TO mma&=CONDITION #I VAUD ONLY FOR W'r LOCK CMERMAYES 12 AND S 10 18 TTYYP.FULL ++ *NOTES ON HV "T" LOCKS AND C�IJTERAIATES: IIVGHr, OF CORNER "UVM Mom � CENTERlAATE 1. 0 ALTERNATE W'r LOCK 0 JAY BE INSTALLED IN uEy or HV ffs-ONIE to LOCK BE US.AS AN N0 SPAN AND AT ANY rOHSO LOCKINCLUDES USING RE NFRINGLOCKP ,S SHOWN ON SECTIOG.SHEET9,�CMT BE 1 p.>L�`°a�:Gvca 1"7• oa CONNECTED TO CENTERMATES @ AND 4g�W/ 1/4'0-20 x 1 1/Y LONG B.S.THREADED BOLT W/7/8'0 x 3/32` /� WINGNUT OR W/ 1/4'0-20x1'S.S.M,S. INTO A 1/4'ox 5/81 RNNLIT. LOCK MAYBE INSTALLED AT MIDSPAN OR 12' 6�•+1* 1�7 of V•�7 ow MAXIMUM ABOVE AND BELOW MIDSPAN, USE OF TWO LOCKING RODS 3'a'TOP AND BOTOM IS MANDATORY, B(�'•��@' °"T aC ' *,NOTES. HD LOCKK�&.E�EHMATES 1 + ; HD CENTERMATES(M OR 32 W/(33,:ONE ALTERNATE HO LOCK(D MAYBE USED IN LIEU OF TYPICAL I HV BLADE SHUTTER ELEVATION Hv Lof3C5 4 OR"FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK(9 MAY BE USED AS AN INSIDE OR OUTSILOCK.ATTACHMENT OF HD,LOCK r TO @ IS W/3#S x 3/8'F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT a AS SHOWN ON SECTIONS HOB-HV8 AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS C51 IS COMPLETELY OPTIONAL IT1Frrr/r.....I," IFLOW BU11 J pr1 High Velocity Hurricane one y1t P4 ............. 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. Accordion Shutter SystemA.S.S.A. Hv RADE#1 W/OR W/O KV.WWPADE ' American Shutter Systems .x @Esempno" OATr ORAWN•BY. L.C. % TILLIT TESTING.& ENGINEERING COMPANY Y 1 :• TEpF ; Association, Inc. I OLD 15-085 7f27 DATE: 07/27/17 p •.fi, ♦S am N.W.38th at, Sts,305.NRWM CARDEPM[IOM 331E tY Ph—c(305)871-1530.ro•:(3@5)@71-1531 4268 Westroods Drive z DRAWING No _'�+�"•.•„•,„,.••�Z�tttl ._MO:Vtt.°y..k.0m West Palm Beach, FL 33407 3 1 7—1”07 / NAI EN,,111 WALTEA A.TILUT d.P.E, rLo@mA Uc.l 44167 5 SHEET P.E. SEALjSiC,IVAYURE/DATE 6 5 OF 20 CAETEANCHQRS POURED CONCRETE (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE SHEET 13) REQUIRED 1 CONCRETE ANCHORS 11UCNIN£SCREWS S CONCRETE REQUIRED REQUI2ED 1 � FaR i;� '` r' (SEE SCHEDULE ON W/1/4'-20 t`'-"" CONCRETE ANCHORS i I �:.'J 1 B J [YaTDVE(SEE uauNNIDQaN A10.1 7) j ,' f f,: SHEET 13) ?tuts O 12 O.C. r (SEE SCHEDULE ON SHEET 13) r rf Nin. 1/4'0-20:3//4 S.S. r # 12 OR 14 ED Ed MACHINE SCkENS I EO E0 USING 1/4'-20 NUTS -- 19 i r f r 1 a 12"D.C.E.D.x .✓' ,r 1j2 j .250'MD■. t �_ .13 On )5 ', y 13 ae 15 p y A 250' E.D.!. I �.' , I r .250'Nay. D s,J r. I rMor. 4 t' !r�t OPTIONAL r r r F. f ti-OPTtONAI r i i'1 r ixN!tFNU71aV yIt 1 1 OR i • ' MLN.SEV.TION TO GLASS 1 i a 9[ET 74i�R I r" I �+ ) IGLASS--"`)'_`"""(SEE SCHEDULE ON SHEET 11) + E GLAS I LEAOfSLO8 Q,9. I MIN.,SEPARATION TO.CLJ.SS �s (SEE SCHEDULE ON SHEET LI}STING I r r III @ HV WALL HEADER INSTALLATION b d HV WALL HEADER INSTALLATION + KEYSTONE EXISTING --•--- ' Mut SEPARATION To GLASS + GlAS uN.uEIPAPA1wH • r f 1 1 E%IS11NG �t SCHEDULE ON SHEET 11) vil 1I I OR MIN.SEPARATION TO GLASS r?"(SEE SCHEDULE ON SHEET Tt) GLASSOPTIOUAL i I BA=(D3® + EXISTING r I .CLASS-,i ' j )r ix 1/4• r r 1rr r� 1/4'MOX. �C. OPTIONfl. r +r f <- f° �'� . '" in13a!L 15 1 2- E. ED ED Ell LATIJ 13 OR '' 12 oR 14 rr - V4'O-zoi3/4'S.S. ' r°" i Min. r _ EAD (J ED ED MACHINE SCREWS t1SIAt4 .,_.__..�5 { rf CONCRETE ANCHORS RUSS HEAD MACHINE SCIRPEWS CONCRETE ANCHORS 1'„ 1/4-20 NUTS 0 12 O.C. Y (SEE SCHEDULE ON V!/1/4"-20 NUTS 6 12`O.C. (5£E..SCHEOULE-ON SHEET 13) I "�, Man. POURED COxCRET£ SHEET 13) POURED DCRDETE BET I �'L- OR CONCRETE BLOCK SONCRETE ANCHORS REQUIRED w REQUIRED HV SILL INSTALLATION SEE SCHEDULE aH ��V WALL SILL INSTALLATION RED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION NaTE FDR E MINAIION OFSECTIONS' INSTALLATION QETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER E.0. EDGE DISTANdE • SEE UWATIONS OF USE FOR ASSEMBLY Q HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) RLAOE ON SHEET 18 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane tone ,1 ✓' 02017 TILTECO,OIC. LEJ 2017 EASTERN METAL SUPPLY.INC. �cnis ERTHAi�i1 TM a A S S A Accordion Shutter System 1 L E C d i r L:. . . . . KV. BLADE#1 W/OR w/o KV WNDW MAX '• +x American Shutter Systems REV.N DESCRIPnO" DATE WAW74 BY: L.C. j ;'�PC LLr' TILIJT TESTING k ENGINEERING COMPANY AsgOCIatIOn, Inc. t OLD 15-085 7/27/1 DATE- 07/27/17 w t Bass H.W.aba sT..sa.3os.HaOOsw aNt s.aoBaA snd 4268 Westroads Drive 2 -+•'• - Poona:(305)871-1530,rox:(3O5Ja71-1531 DRAWING No . ..... . R x11 o-mot:tat" 001'.- West PDIm Beach, FL 33407 3 WALTER ATIL.UTiJr.P.E. 17-107 7_1O7 "TILL' x FLORIDA Ue.t 44187 a SHEET P.E. SEAL/SIGNATURE/DATE e 6 OF 20 POUCONCRETE ANCHORS ' ivi 5t7'ARAiXAI T QR ' iJ:i.STPAMMxr t T CONCR --(SEE SCHEDULE ON SHEET 13) �, >� (3EE , EXISTING I M CLASS t REOViRW '—"""�- EDGE OF '�t1 S 10 �a ` c t un.sttvA+mr. , '(tom�11) � � - r t✓i / IF to CLASS ' APPU EXIS - nAtcsm� ,r m t v !« ! /r �f •",„r jt✓r f S i ALTERNATE i i aaE _j j i�� \ i i. EMSTING «,f✓ A'', ,[[^^E9. E ^° •� ANtOCATiOti CHOR i t i t GtASS r,O r`.J d I-�" r i '^s .✓'rir i.f , { I JIOx3/,4'HEX WASHER HEAD I 1'( OR 13 4R 15 , 3/a UX TEX SCREWS 0 12`O.C. - Sri.. '!' ' y:�+ aGE OF CONCRETE ANCHORS UID IF r .. 7 I (SEE SCHEDULE 014 SHEET 13) 1. ';✓F E r EOE J✓fir `l`, j✓ P; ✓ .^r APPLICABLE EXISTING ti t�( ..i.✓✓ rr! ''✓ rli l/.' ;it ✓ !+F ✓ /`>✓. r�,' r �r�,'',J� � ESE OFIF f r ✓r'rr lO Ir J EOOE OF s ✓. �,' .,''' ,, ! ,, f r ; !rr APPUCABLE r•r✓ , ./r° (�,I-� ,a i GLASS—, ' SLAB if .+'{ i r I j2� 1 ' EOGE Of / ✓ r ,✓ APPUOA9IE `f sr r f, ', d SLAB If ! 1 ✓- r f i l .r ( �9p t '- «,r".r EO.�,` G 'r'°.'/ f f✓ I APPUCAS E POu ( ',r «! ^',/ /'" 'f ✓' ''` / ,,^ RED D. CONCRETE FLAT HEAD.CONCRETE ANCHORS -•I tS011 rn E a mNLI i POURED 1 / r J / �r f.F!. cot U� REQU RW (SEE SCHEDULE ON SHEET 14) 1 ON BEET 1O FOR 1 O > CONCRETE FLAT HERO ULHCRETE ANCHORS earn(D�O R REQUIRED D. E.D. (SEE SCHEDULE ON SHEEP 1a) 11 TRENCH INSTALLATION QAUD ONLY FOR UP TO 170, -75 P$F A.S.O. HV FLOOR INSTALLATION 1 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER Q HV CEI TNG INSTALLATION (81 SCHEDULE J3.SHEET TT EwsTgl_.__O T- ux na.�nrw a c n""i CONCRETE ANCHORS r"�—�—"—(St[saODutrs--�—" SCH.t'OULE oN7 ENb Rw c T g w/ ov San SI) I I --�-- iuF EXISTING^3. r ! EXISTING t5) � A'acF1/4-0O ftva OO EXISTING GLASS.,._1 GLASS uN.SwApA on t0 CLASS ,R GU155-� FASIVOIS TAPM+ANCHORS W/ I um. GLASS ( ";(EFL sumac Cn smn tr1 --`J ' SAL mwrroxa+m t OR UP rT a-Or SP o e• t i t (EEE tG»SUrt a1 '1) + O.C.FOR UP TO 5_O•SPAN AND Q '' I' 1 4'QC.FGR SPANS U.r+fk'R T/4' 1aF witLUTOaig'�FN`rEl+ER r[AY7 I; MAX. �r ✓ iI -)19RE rbTE t w $ • - Ji,O><3//{•HEX E 0•,f Sifr-ET TT tGR tltdTAt1:Y 3 ridAX. OR )i A 1 r WASHER HEAD r t cCFrT.SFw,ANr ' TER SCREWS ,f O 12 O.C. '!T Js4x3/4• HEX HEAD �' ((• 1 3/4':' I �:`• f�f w ✓ 1 TEK SCREWS 0 9'D.C. ' __ 3 J}4x3/4'SAS. _tI t i{ T/{• yi1✓, t0j912'O- 26 tN1$ OR 1/4-0-20 S.S.M.S. CONCRETE ANCHORS _ • f% O IT O.C. NUT 0.9'O.C. f (SSE HEET SCHEDULE ON 1 / 6 9'O.C. Max. ••, %- EX1511ix Nom STRUCTURAL 'I 2:D0•'ielN. WALL TRN(OECORATM1E lJ •L• EZ. SU) ✓ I ! WCE OF t F ApORFb Cot CRETE ,�' ff r r t F r` !)) { ,/ '✓ f'r .' SLAB,Lf 016 O.C.F.H.S.DS. ^ MIN. f ` RECUEO APPUCADLE ) l�CONCRETE ANCHORS -SEE NOTE 13(D)_. r ,^ SE€NOTE 13(o) _ POURED'CON (SEE SCHEDULE ON ON SHEET i • .. [ s ✓� ./ i .'r r .'yf✓.xDy ✓_ . « /' OR CONCRETE OCK SHEET 14) POURED CONCRETE ON SHEEF t • r�� — I OR CONCRETE BLOCK REQUIRED, REQUIRED EYSTONE MOUNTING ST TION U.N. POURED NWUI41 A5.0.laEStwR PRESSORG t64•-72 Pst CONCRETEER K 00 INSTALLATION ATI�N HV WALL WALK—OVER INSTALLAT)ON , ,,S,U1t4�SPAR r-D• INGUARD INSTALLATION t tmxE REMMOVABLE W�HREN ON PERFORMED BE EDGE DISTATIONS OE ADJACENT TO AN OPERABLE EXIT ♦ SEE T3htRA'RONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAd.SHUTTER OR SPECIFICATION$ON SHEET 13) OR ENTRANCE GLADE(9 ON SHEET 19 ASSEMBLY INSTALLATION DETAILS W/ HV BLADE 2-MOUNTING SECAONS CAN.DE COMBINED IN ANY WAY TO SUIT ANY IN1 LII rpT,A r �` •—• •�+ FLORIDA 6UILQIN6 CODE(Non [UQI1 Velocity Hurricane LGFt@ STAUATION. T LTA f1. ,1T ,rfi„''•v��4 02017 TILTECO,INC, lEJ 2017 EASTERN fdLTAL SUPPLY,INC. BERTHA HV. a *. 11LIECo imp. A.S.■&AL. Accordion.Shutter System KY.BLADE#1 w/OR W/O RV.WNW BLADE •t TICCIT TESTING & ENGINEERING COMPANY American Shutter SystemsLY.N 06CAPTIOH DATERAWN 9Y: LC. D i Jt� AssoclatIOnA Inc. I OLD 15-0$5 7/2,11, /2,11 DAM 07/27/17 -M,34th.St,Ste.305,ti ONO OARDERS.TUVWA 3310 Phone s(30S)071-1530,.fox:(305)471-1531 4268 Westroads Drive 2 .DRAWING No Sys i{1 o- I:KI k'*OC.'A West Palm Beoch, FL 33407 3 �Fa)ry�• ,+R Ea- 6`119 17-107 +'rw�'••���I/IIAAI�� WALTER A TAX JF.P.E. 4 FLORIDA Lk.d 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE a 7 OF 20 NG //��+I T Y' INSTALLATIONS W,/ 1, H V AN IAo�5 AT LOCiLOC AOOS©,11M 50CN3 V U 1 I N i EXISTING GLASS BIA ALTERNATE E NV LOCH IS ON SHEET 6, BUOE SUCH DEfArt.HVr IS VALID FOR ALL BLADE VZ HV CENTERMATES CLIRERMATESAPPLICATION W11MELA0E0 ©°"®�'©'0"C�°i1U •��' OR SFE END WALL CONNECTION t0•���.@-&1�w FEXISTING GLASS DETAILS ON SHE 10 dt 1 S �•�•����•�t�� ---� — —— — ----- ---------------------- 3 1/4` 7- 6 1/2" 7` 21Y0a/6':o'-2 I 8 8 a 9• a 1 5 (6063-T.ALLOY)ALUM. I ET Y u+cit WI 2)t/i'n TAFCaN 1/2• DA�• u+CXRS To cONCREfE GEN7 ATES CEN E ATES (T0A/Dorom) 81°.3!4`S,u.S.a.12` MI , rJzanaw (4)#10.1/2 4)81 ai e-S�ncCm(Nsr6nj ( OC.FULL LENCNT. 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BERTHA HVTM �+0 Accordion Shutter System A t■N•SA ITV.WX#1 W/OR W/O N.Y.WINDOW SLAM y American Shutter Systems 4ev.N DESCRIPTION OATS M%W 9Y: LC: TILLIT TESTING & ENGINEERING COMPANY .1 ,:•stj tti` .355 N.w.350,n„St.,_%V,'D=u OWMIS,fWRIPA 331e Association, Inc. 1 OLO is-OBS 7127/T 0A1E: a- 27JT7 Phw. (30$)671-1530.'FOX-(305)871-IS31 4268 Westraads Drive 2 DRAWING No (� 1t •c a- T:w14to0ad.cum West Palm Beach-, FL 33407 3 • 70 AL`��1j1 EB-D006710 17-107 -•~+''�+yes ffAp0t� WALTER A.11LLIT J'P.E. 4 P.E. SEALfSIGNANREjDATE 11ASIDA U0,1 44167 s SHEET OF 20 A STL TO " " LC i ALEZ ,j ALE "T" LOCKS CENTERMAj S 8 9 8c LOCKERS (2b W/ HV BLADE SEE END CONNE0110H DEMLSON SHEETS 10 h III INSTALLATIONfIn HV BLADE OUT IN r�r_D 14"An 51AOE(DStAOK wuRR.".MUCATES ON SHEET a. W,/ HD CENTERMATES oo b o AS WELLS utRJfxSV.FEDAN O H/oC II!oE7AR 1 -XW.a w 8• T�+8�t0• a 0t0!GTE77 ON TtOS SMEEt,MY BE USEO WRti S}Si ALTERNA /I�0•��a�•��Q•�a OISIALLATIOAORMNN7 0 1NTrussN �A#LS ON SH£ErSLL N10 k0$ (cn�sT�ti"x+ot�i+uur_ O•�W�•�n � 35 3B . rq , `------ ---- (oPnanu) 4 (SPaoNa) �nm TUEE i 11�ac n A 0 t #At�,MOIE,(tTP) FIN t+)NX. I N MIN ra tj 30 HV "T" � POAS{IYP.} ]u". P I (,f, 1 3 LOCK (INSIDE) 1 Iw so O 5 1 28 2jilt 4 5 3l Ott 2 i 31 OR 32 31 9R 2 3 31 OR 32 *SEE NOTE 5 rOR NV 49CK 3 2 1,4" 51-20 x 1 1/2" S.S.M.S. 5 FOUT * OUT (OPPOHAL) HDC—HVC • WJ 7f8">a x 3j32" WiNGNUT. taPnwsuy HQB—HVI •r LOCK.9N SNEET 6 HV "T" LOCK (OUTSIDE) Y�MMET32 CA NL1 CENTERMATES SYMMETRI AL HD CENTERMATES IiVG* W/ 3L* LOCK (EXTERIOR) W/ LOCK (INTERIOR) t SORES,9"4 ALGA AN (2024-T3 A0.0Y)1ARCE RANCE T1414 a®°a©•U7 a 6�a 10•�"' SNCET NUTSERt,PMT(092(k AS UA00ACTUREO.6Y AVM CHERRY TEMOW4 PAIMPPEne,NEW JERSEY 07054 OR E9UAL •T o1 a •T u —O *SLE.Om ON wc"8008©k mo)lone ON SHEAT 8 #*Y ALL CCENIETW TES IPP C� AT04S SIM—(17 HOD—JHYD FLOATING STACK 11t JAttrarrr�'s + lltOk A. j FLORIDA BUILDING CODE Nan Nigh Velocity !Hurricane Zone 1 ............... L 02017 EASTERN UEUL SUPPLY.INC. ``;1 "••1„�C✓:ry •,•��y:,` — 02017 TILTECO=�_ BERTHA TM 4 A Accordion Shutter System EE C d ...-. H.V.MADE#1 W/OR W/O N.Y.WNDOW BLADE 0 1• ! "( TICCIT TESTING k ENGINEERING COMPANY American Shutter Systeme EV.N OESCRIMON DATE ORAPN BY: LC. .+f .0 N 'e,Gi�Y sm,tf.w.36o,SL,St.,sm,Y3RC0PA.CANa m,Rawl 331 A$Saaiafian, Inc. T OLD i5-595 7J27t1OAiG 97/27j17 . ••'' ......... Phony:,(305)67t-I63O..Fox:(305)671-1571 4268 Westroods Drive 2 �1 1T1 n«mol;4Tt..000Leom West Palm Beach, FL 33407 3 —DRAWING No -•_QNAL EN ,,+ E6-0005719 17-107 "••n/tNd"' WALTER A TILUT Jr.P.E. A RE. SEAL/SIGNATURE/DATE r49R9i u`'144 67 5 SHEET 5 9 OF 20 POURED CONCRETE POURED CONCRETE CUR("`."'"—""—"�♦' D CONCRETE POURED CONCRETE OR �„ " OR CONCRETE /' OR.CONCRETE '`� OR CONCRETE .•;`' ,r` -- CONCRETE REQUIRED BLOCK WALLJ ' BLOCK WALL REQUIRED —✓ r, BLOCK WALL REQUIRED BLOCK WAIL REQUIRE]) r EXISTING Goss t f' —EXISTING GIf55 , i CONCRETE ANCHOR r EXISTING G1A55 f' r I f•' 2'MtN, EXISTING GLASS a T6•D.G. -1/— _F_-S r PAN.sEPuuTION "T- 2.MIN TO dLAss(SEE ✓° t51t SEPARATION J {• i` MJi. PlJ 710N .,''` '"° SCfkM=ON SHEET I s° GLASS I / 1 WI,SEPARATION EO ' EQ�: TO.GLASS(SEE It FOR f,1/UE GDAAt1. � r•� 'f TSGIiF.tlLA£ �StF�.ET (.• >l, ` TO CLASS(SEE I �+' SC�IIE ON SHEET T/76'x3-MAX ON SHEET 19 FOR 1` SHEET I1 KIT BADE IDAND (6063- nr. (Dai Qp ON SHEtT I9 AND { 1/2" rt ION,StiEET 19� CN SHEET 10 FOR !A.CLOSER (�i (ErtN R SA 1 -A` PLATE. LOCATE 112' /� ` i� 6GMES,Ok ( II AT EIT4 SIE MtN�11 ' OF 5) I } DF iOF J2'MIN. --- 4-USE OR 2'MAX. �0100/2's.M.s. � 1 i —r r^ (as aPPUcA8LE)x2'x1/B'x0 • ' #100/2'S.M.S,_/ _—_—_ .T 0 16•o.C, ` __,,,�_ �,,. ALGMINUU CUP ANGLE 0 16'O.C. .7 — (6063-T6 ALLOY)AT MIDHEIGT{r L (1)$1017/2'S.M,S,To(D A (2)I/4b TAPCONS ANCHORS TO. t WALL A7 i'O.C. (LOCATE AT 5 SEE 0 SIDE COYNECTFI N OR �• EITHER SIDE OF (9) Q OR 1 OR& SEE DETA4L x FOR 1 OR ' 7 To TRAG I SIDE CONNECTION I a®a B 7 6 8 10• SEE DETAIL E FO a a w 6• 7«8 Ip•O3 a TO TRACKS a 6 7-8 G • a ,cam O•lO!��O,L�,At33 Oa SIDE CONNECTION ,may, O SQ'00•v3+"1:!'Y.y TO TRACKS t0•0«0•0" •0°1 Io•0«0-{�{l�'7ry:�!• a L 10 a1 0(7'�°1!�'�.i©•©. ly/•O':({�«©'Oj'���y°' 6.7{0-{Oja©•/0.06 6. Cj8,tea®'�«� «� �'� �' «�.�a�• END CONNECTION DETAIL 3 END CONNECTIOIy DETA L NNEC END COTION DETAIL €ND CONNECTION DETAIL Q Q E. REOUIREO ONLY FOR SPANS GRFIOFR TFWi 12'-0' ONCRETE OR COOUIREO NCRETE BLOCK VIALL E70STING G 4 — REi..� ` EXISTING CLASS +f CLASS i1- ,'f f I t/2 sM4rIAR stTAknIai @ 16' - --_----- --=' ` - -- _ ©oR®oft oRTAs(SE ON SHEET TO©ASCHEDULE avR£ ON SHEET T ANCHOR m Il FOR El.AAEONm ¢ 4-______ _ _ 1�OR©Oft 1�OR\'.J COANCRETE NC OR ." i BlAOE5(D&® 12' fEd' O ON SHEET 19 FOR a-AM(D&0* L.----- - OR V 0' 18• r _ ` O.C. r ` _ % x ED y' F 2SEE LIMITATIONS OF USE rOR CROOR(OOR i' -MIN. 2'MIN.". I BLADE LOA ON SHEET 19 1@OR@OR(9OR gCft 1@ VIEW Y 5 1 R & PLA iia©.�«©oto•Q�« DETAIL POURED CONCRETE OR Q2«0-U« •� a3l.101-0-0,a DIS,gLLAT10�1 .CONCRETE BLOCK{PALL rpa0«0.�. �« $ 7 a 6 T a 101-0-0- REQUIRED O.O"� O O'0 1 L-#V BLADE {?R HV WINDOW BLADE INTO a�.�a�p-.p• CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 0.0«0•d3)« ®«Ip; ft'eONNEC ION DETAILQ « FLORIDA BUILD NG CODE Hon High Velocity Hurricane Zone QL Q' • �" 02017 TItiEC 02017 EASTTEERN•METAL SUPPLY;INC. Al .'' 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SCHEDULE F FORA N M Y. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 9 .tom +NEGATtL4 PRESSURE RATING ANDA CORRESPONDING MOt NG TYFE FOR CONCRETE OR CONCRETE BLOCK INSTATLaTtDNS (SEE MOUNTINGS E.G,;&H ON SHEETS 6&7) 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED BLOCK I POURED CONCRETE (A) TO EXISTING POURED CONCRETE;(Min.rc-3 kei) Uxm @%VALL SILL MOUNTING ©CEILING MOUNTING HU- FLOOR MOUNTING - 1/4`0.TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUiLOEX,(Min.1.=.3 1.) CHORS SPACING:LEOWn - T/4'0:y 3/4'ALL POINTS.SCUD-SET ANCHORS,AS DISTR!BUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Win.f�•.3 koI) (A) DOM IEGMt E PREZLq&RATINGkS&DMM A2FAIAE PF�SIRE 11Ai1VG OLSIGII A£6MME NummmRAIfY.Ipdj - 1/4'P BLUE TAP CONCRETE ANCHORS,W/CAP AS MANUFACTURED,BY FLORIDA FASTENERS DIRECT.INC.(Min,re-2 ksi) TAPCON OR 30 t0 4250 73 90'120!60 ZM 30140160 75 80 120 t50 YNTS 30 40 80 '75 6tH TZq SCD 203 TAPCON VATH ADVANCED ` tOMPA TAPPERA ANCHORS AS MANUFACTURED BY POTTERS FASTENERS,INC,.AND DISTRIBUTED TE0 8Y ALLRIC POINTS SCREW,BOLT&SPECIALTY 14 12 t0 0 8 8 6 65 14 1z To 0 a e 6 6 14 12 10 0 a, 6 6. THREADFORM TECHNOLOGY COMPANY f'C 0R ANY TITHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED 91RH THE AMERICAN SHATTER SYSTEMS ASSOCIATION,INC. 3=0' T4 L2 10 9 8 8 6 6 14 12 10 8 8 8 6 0 14 12 10 9 8 8 6 8 ALT,POINTS SOLID-SET (Win.f'c>3 k91) R 14 t2 10 9 8. 8 6 6 14 12 10 9 'a 8 6 6 14 12 TO 9 0 8 6 5 BLUE TAP W/CAP MUTES: -t4 12 10 -9 0 .6 8 7 14 12 10 0 a 9 8 6. 14 12 10 0. 0 8 6 6 ZAPPER+ At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TIPPER+ ti 12 10 8 6 T Ss 325 t4 12 10 9 8 8 8 6 14 12 10 9 B 6 6 5 ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/27. 4'-0' 14 12 To 0 B 8 e 0 t4 1Z 10 9 8 6 6 6 14 12 10 9 8 6 6 54 74 12 t0 8 a• 6 6 i N t2 10 8 8 8 6 4.5 14 12 10 O 8 6 4 34 A2)MINIMUM'EMBEDMENT OF 1/4'0 z 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8-INTO THE POURED CONCRETE NO EMBEDMENT 1{ 12 10 9 8 '8 6 1.6 14 77 -10 9 a 0 "8 Ss 14 12 10 9 8 8 '.5 DUST. STUCCO SHALL BE PERMITTED..1/4'0-20 S,S,MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 4 12 10 9 7.5 5.5 35 - 14 12 IO 9 a 8 B 6 14 12 TO e a 7 9.5 4 •BEL U A1gns 0I'VSE rot £XL57 ANO }'MINIMUM FOR WAILS WRH NO STUCCO. 14. f2 10 9 8 8 8 6 14 12 10 9 8 8 6 5.5 ti 12 f0 9 8 8 8 45 82Aq@ OH itlSEi t6 5'-OP 14 12 10 9 8 7 4 - 14 12- 10 9 8 6.5 S 35 14 12 10 8 0.5 5 J S 3 A.7)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, W 12 10.. 9 8 7.5 4s. - 14 12 10 9 8' .a 6 44 14 .12 10• -9 8- s +.5 3.75 ANCHORS SHALL DE.TANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SA30 WALL FINISHES;ANCHORAGE SHALL BE AS INOICATED ON I♦[T2 95.7 BS 4.3 - - 14 12 10 9 a14 12 10 9a B . 3.sINSiE+LLtATiON tNTO OABOVE FOR FS WiFFi NQAL STUOSOSEE SHEET 20.DING OR EIFS WITH OR WRHOUi METAL STUDS CONSULT THIS ENGINEER.FOR 14 /0 IT 0 '8 '5 14 12 t0 9- a '8 6 3 14. 12 10 9 8 63 5 3.5 t4 t0 9 7.5 5.25 3 - 14 12. 10 a5 7' 25.5 { 1 t4 1Z 8 625 5.6 4 J - (8) TO EfOS71NG CONCRETE BLOCKS(ASTlA O-90) 14 t0 9 8 6 - - 14 12 10 6 8'. 85 5. 75 14 1Z 10,8.5 0 5 4 - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUITDEX. f4 12 E 6.5 5.5 3 - ^ 14 1Z 10 9 0 6.9 ts.S.S 14 12 'iC 8 7 5 3.5 3 - 1/4P0■3/4'ALL POINTS.SOUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 71_0• 14 f2 tO 0 6 0 _ 14 12 to 0 4 7 5 4 14 12' 10 0 7.5 &5 ♦ 3 -1/4b BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,BIC 14 12 10 8 6.5 4 - 14. 12. 9 7.5 S 45 3.5 - 14 105 7 5.5 4s 3.5 - .. 1/4'0 TAPPER+ANCHORS AS.MANUFACTURED BY POWERS FASTENERS,INC„AND,DISTRIBUTED BY ALL,POINTS SCREW, BOLT&SPECIALTY 14 12 10 &S 7 4 - 14, 12. 10 9 75 4 - 14 12 9 7 7,9 - - COMPANY'OR'ANY OTHER APPROVED LICENSED OR-AUTHORl3ED.VENiDOR REGISTERED WITH THE AMERICAN SHITTIER SYSTEMS ASSOCIATION.INC. 14'TI 21 7 5.6.4.5 - - 14 12 10 9 705.5 - 14 12 9 45 - B.�. 14 f2 f0 0 8 6.5 - - i4 t2 10 B 6 - 14 ib 10 8 65 .5 = NOTES: 14. t2 6.5 7 55 3 - 14 12 8 6.5 6.5 4 3 - 12.5 9.5 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS-ANO TAPPER+ANCHORS is 1 1/4-AND TAPCON 14 12 a5 73 6 - 14 t2 95 0 65 5 - - 14 12 8 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 9s a5 5 3.5 - - 14 I2 10 8 Os 8 - - ti 12 0 8.5 6 4 B,_0- - T2 t0 "9 0 - - - 14 12 10 0 7.5 a3 - 14 -.12 85 7 5.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4`0 n 3/4'ALL POINTS'SOUD-SET ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 75 a 4 - 14 11 7 .5 S 3s - - it 6 53 4s 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LORD MINIMUM SHOULD STUCCO 14 t2 8 65 45 - - 14. 12 8.5 7 &S 4 - 14 IOS 7 Ss a 45 - - EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. t5 aS.0.S 4 - - - 14 12 0, 7 6 45 - - 14 11 7 0.S 45 35 to'-D- tt t2 t0 9 7.5 - - 14 12 to b e4 9 - = t4 t2 8 6 5 4 - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND-ON THE EXISTING WALL OR FLOOR. I w 7 5 35 - - -• 13 83.63 5 4 3 - - t0 7s 5 4 3' - - ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHINO'SAID WALL FINISHES.ANCHORAGE SHALL BE AS WDNCATED ON I4 It 77 6 - - 14 113 9 5 5 4 - 125 93 8 5 4 4 - NOTES 8.1)&0.2)ABOVE.FOR INSTALLATIONS ON VINYL SIOVIG OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. TOS 9' S - - 14 12 6 6.5.5.5 4 - - 13'10 65 5 4' J - - FOR INSTALLA7CON INTO EI'S.YaTti METAL STUDS SEE SHEET 20: 14 12 10 - - - - 14 12 e 7 6 4:5 - 14 105 7 5.5 45 3.5 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. T2s 9.5 S - - 12 9 IT 4's 4 3 - - 9 7 4,513.51 1 - ti 1q 7 - - - - - 14 10.5 7 55 4s - - - 11.5 0.S 55 4S 3.7S - - ((j) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 14 Its 7s 6 5 - - - 12 8 5 *5 4. - - 14 12 10 - - - 14 12 6 625 - - t3 10 85 5 EDGE DISTANCE VERSUS SPACING SCHEOULE FOR ANGORS• t2-0'1125 e5 4.5 - - - IT B 5.5 4 325 - - - 8 6 4 3 - - I"UUM ANCHOR SPACINGS ARE VALID FOR EOGE DISFANCES INDICATED BELOW.FOR E Q.LESS THAN THE INOICATED.REDUCE ANCHOR SPACING 19 925 4 - - - - - 13 103 67 , 4 - - - 105 8 S 4 - - - REDUCED.SPACINBY MULTIPLYING G OBTAINED USING FACTOR SHALL NOT BE LESS THAN MIDULE BY THE f'*LIZY4%10 NIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 9 8.3 - - - - - 14 105 7 0.5 4.5 - - - It,6.25 95 43 3.25 - 13'-0't4. 12 - - - - -- 14 ILS 7.6 6 - _ - 12 -9 6 45 4 - - - FACTOR 10 7s :+5. 4 3 - - 75 5.5 4 3 ACTUAL TAPCON WnH ADVANCED TAPPER+ GE 12. 9 6 45 { - - - 03 7 s 4 - - - i,An � 0)CETDtNCf TAPCON 11HREAMFORM TECHNOLOGY w'Pdl SOLID SEF BLUE TAP W/CAP MIN.SPACING 13 8.25 65 5 - - - UOS 75 S 4 - - ki:NY �D�-- MIN.SPACING 3' MIN.SPACING=3" MHN,SPACING 3.1/2' MIN.SPACING»3' 3 3/4' 4' 14 12 - - - I4 ID.5 7 s - - - I1 0,5 53 4.9 - 14`-0• _ - _ _ _ _ D POURED CONCRETE& ppR3D SSE iX'Ni LIE tXpDC POURED CONCRETE'& POURED CONCRETE& q7 E tXTiS>fTE ROOC t0 S 8 7 4& 3.9 - 7 5 325 3 - CONCRETE CLACK CONCRETE BLOCK CONCRETE BLOCK WL 113 8 - 11 0 53 4,9 - - - 9 es 45 - - - V WINDOW TML Ea-J' WL EA+J 1/Y LOL Ea•2 I/Y MN ED-3 1 MN 00.3" E8.•]IO2�MN CD•21O1` 7s - - - - - 12 9 6 - - - - •' 9.5 7 14.5 - - - S' 1.8 0.80 1.0 0.78 RO '0.94 1.0 15"-0-:i4 - - - - - - " 133 TO 0.5 •• - - - - 105 a 5 - - - - - BLADE WORKING IN-ts - - p - - - - - a5 Bs 6.5 9 3 - - - IN UNISON♦ 2 i x• 0,91 1.0 0.91 1.0 10 - •- 105 8 3 - - - ei 6. 4 _ _ _ - 2^ -• 0.71 - - 8.51- 7 - - - - - - 125 e. .6.5 - - - - 9 85 s.3 - - - - 1 3/4- - 0.91 - - - 0.43 f2s9t t x 0:3514 - - - - - 0 - 6 D.35 7 s - - - B 6 4 FLORIDA BUILDING CODE.(Non-High Velocity Hurricane Zone t}T} �..,.*. ",r ""'+ 02017.TILTECO.INC. 092017 EASTERN METAL SUPPLY,INC. �10E/�1�:::��4i ► BE 7"Ti-A�VnA o, i /1 iL E C'4 ANG, „ „ Accordion Shutter System H.V.BADE#1 Wf OR W/0 N.V.iMNDow a" TILWT TESTING k ENGINEERING COMPANY American Shutter Systems ty,N DESCRIPTION DATE Imyes BY' LC. rD *; Association, Inc. I OLD T5-085 7127 1 DATE,' ol/x1j17 r{ 63SS WIN.36th,St..SW 305,VA,*RA CARBU S.FLO NDA 3316 -DRAWING NO P ' At Pno-I(305)871-1530.To.I(305)871-1531 4268 Westroads Drive 2. �+t'•., 1L dA a-moa:fatcco0oo1. West Po)m Beach, FL 33407 3 17--107 = UN's%•..........�`�,�1.o WALTER%°TILLIT 91..P.E. 4 !/� i1ATt�fiJDATE FLORIDA uc #4:167 s SHEET OF 20 P.E.5E7� MAXIMLIM ANCHOR+ SPACING (iD+�:SCHEDULE FOg A GNEN VAX. SHUTTER SPAN d S D DESIGN NECAnE PRESS RE RATING AtvD A CnRg�PONDING MOUNTING TYPE FOR CONCRETE bR CONCRETE BLOCK INSTALLATIONS (SEE BOWMGS!,J.K"&L ON SHEET 7). POURED CONCRETE POURED CON CONCRETE BLACK ANCHORS SSPACINQ LEGEND 1 wAuc OVER & I1 TRENCH M �RAINGUARD MOUNTING QK WM.L/FLOOR MOUNBNG ©WAt.t/WALX OVER MOUNTING TAPCON OR sp!+ uou W .,O[9p1 N[r.41sE i%SSIYS PA17N'.(9H O,.00S1p1 NEOePlE P1sS5llE 641873(1M LSA DL9G1 IO4Attff PSE"Mt64G{pl MMIIEWTNE Ff1S�RE RA1MGTAPCON WW ADVANCED 30 #0 60 75 91Y 120 ISO 205 30140160175 90 120 160 205 30 4D 60 75190 128 160 205 30 40 60 75 s0t20 160 205 THREADFORM TECHNOLOGY $142 10 -9 n 6 5 6' 1 12 12 12..12 I5 85 7 7 7 7 7. 5 5 5 '5 5 5. S 5 ALL POINTS SCUD-SET 3'-0- 10 9 6 s 5 8 i2 12 .12 12 12 12 95 7 7 7 7 7 7 7 7" 7 5 S 5' 5 5 "5 5 3 OR LESS 10 9 6 8, 8 6 13 12 12. 12. 0.5 s 6 4.5 7 7 7 7 7 7 6.5 5 B 5 5 S 5 5 •5 BLUE TAP 10 9 8 8 6 8 12 12 12 12 12 10 7.5 8 7 7 7' 7 T 1 ] S 6 5 9 3 5 s 5 TAPPER+ 10 0 B B 6 6 11 11 it 12 1S 85 55 5 7 7 7 7 7 7 55 4 5 5 5 5 S 5 s 4 4'-O• 1008 6 6 8 12 i2 12 12. 12 955.5 7 7 7 7 7 7 7 7 9 S3 5 S 5 8 5 10 9 8 a 0 8 12 12 /2 9S 8 8 43 3.5 7 7' 7 7 7. 7 6.5 5 5 5• S 5 5 5 S 5 10 9 6 8 .6 6 12 12 12' I2 10 75 5.5 4 77 7 T 7 7 5.5 S S 5 5 5 5 S 5 10 9 8It8 12 12 12: 11 9 7 S 4 7 7 7 7 7 5,5 -4. 3 5 5 5 5 5 S 44 3 10 9 8 e 6 6 12 12"12 12 10 75 5.57 10 a 8 6 8< 6 /2 12 95 73 6 4.5 33 - 7 7 7 .7 7. 7 5 3.5 3 5 5 . 5 5. 5 4 . 16 9 8 a :6 6 12 11 12. 0.510- 6 4s 7 7 7 7 7 7 &S 4 'S S 5 4. * SEE ANCHOR 14 12 t0 9 8 8 '6 0 t2 12 fS 9 75 55 4 3 7 7 7 7 7 45 3.5 - S S 5 S 5 4.5 35. - SPECIFiCATI NS 14 12 10 9 8 a 6 8 12 111 i2 t0 8 6 45 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEEP 13 /4 12 tp 9 a 8 6 6 12 12 8 8 5 ,4 3 7 7 7 7 7 Ss 4 S 5 5 5. 5 6 3 14 i2 t0 B 8 a. 6 6 12 !2 f0. 8 fib 5 75 - 7 7 7 7 7 6 45 - 3 S - IA 12 10 9 6 8. e 6 12 12 10 a 65 5 33 - 7 7 7 8.5 5.5 4 - 5 S $ S S 4 3 - ?,-0• ti 12 10 9 6 B- 6 6 12 t2 f2 -& 7 8 4 3 7 7 7 7 7 7 5 5 5 5 5 5 S S 5 14 12 10 9 a s' •6 8 t2 10 &5 6 45 2 - - 7 7 7 7 03 5 3 - 5 5 S S 5 5 3.5 3: 14 12. 10 9 e' 8 6 6 12 12 &5 7 55 - 7 7 7 7 7 S w - 5 s 5 9 5 5 4 - Q VALID ONLY FOR.UP TO +70, -75 u sz to s s s .6 12 12 a5 7 5 .+ - - 7 7 7 ss +e 3 - - 3. s 3 5 4.6 35 - - PSF A.S,D DESIGN PRESSURE B•_O• 14 12 tb 8 e B" 8 - 12 12 OS 75 "e 5. 7 7 7 7 7 7 7 + S 5 5' S 's s 5 5 RATING& FOR SPANS PER 14 12 t0 9' 8 6 6 - t2 9 5 45 '4 3 - - 7 7 7 7 5S 4 - - 5 S 6 5 5 + 3 - SCHEDULE #3. SHEET 11 14 12 10 9 8 8 "0 - 12 It 7S 8 E 75 - 7 7 7 75 6 4.5 - - 5 S 5 5 5 45 - - 14 12 10 9 8 6 - - 12 11.517.5 6 a 31 7 7 65 6 4 - - - S 5 5 6 4 3 - - 9,-0- 14 12 10 9 8 8' - 12 12 9.5 85 5.5 4 3 - 7 7 7 7 7 7 6 3 3 5 5 5 S 5 5 5 14 12 t0 9 8 8 - 0.6 0 5 4 33 - - 7 7 7 6 5 35 - - S 5 5 S S 4 3 T4-12 t0 9 8 8 - 12 10 &5 5 45' - - 7 7 .7 63 53 - - - 3 5 3 3 5 4 14 12 10 s 8 8 - 12 0.5 7 53 45 35 - 7 7 5.5 45 35 - ^ - 5 5 5' 65'35 - - ^ 14`-O`U 12 t0 9 �8 8 - - t2 Il BS 6 5 35 - - 7 -T-"T 7 7 7 .S - S S 5 5 S S 5.43 14 12 10 9 '6 6- 95 7 45 7S 3 - - 7 7 7 S6 SA. - - - 3 S S 5 4.5 35 - N 12 10 9 8 8 - 12 9 s 5 4 - 7 7 "7 6r 5 - - S 5 5 45 5 14 12 t0 9 'a 8 - 12 0.5 s 5 4 3 - 7 .7 5 4 3 - - 6 5 6 41 3.S IT,-O"14 12 10 9 B 8 - -[12 10 7 A5 4.5 3.51- - 7 7 7 7 7 7 35 - 5 S S S 5. 5 4 44 12 10 9 8 8 - - 65 4 3.513 - - 7 7 8 5 4 - - 5 5 6 5 4 S - 14 12 10 9 6 6 ^ - 8 55 4 - - - 7 7 7 &S 4.5 - - - 5 S S 5 45 - - - BLADE 14 12 10 -9 8 - - - 0.5 65 45 35 - - - 7 7 i5 J.s - - - - 5 5 ,'s 3.5 3 - - - "1 ) HV B LA V E 0 N LY 12 10 9 8 - - - 9'S 6.5 5. 4 3 - - 7 7 7 7 7 6 3 - S 5 5 5 5 5 4.5 35 14 12 Ib 9 '8 6 4 3 _ - 7 7 &1 45 3.3 z4 12 t0 9 8 - t.5 5 4 - - - 7 7 b 5 - 5 5 5 S 4 14 12 10 9 9 - - - 8 5 4 3.5 - - - 7 0.5 45 3.5 - - - S 5 43 35 3 - - - 14 t2 9q 0 8 - 8.5 8. 45 SLS S - - 7 7 7 7 7 4.5 - - 5. 5 '5 5 5 5 43 3.5 ti 12 q0 a 8 - - 55 3S 3 - - 7 7 -5 4 S - - - 5 s 5 4 S 14 12 1q 9 8 7 4.5 Az - - - 7 7 5.5 45 - - - S S 3 IS 4 - - t4 12 10 9 - - - - 7.5 5 4 3 - - - 7 & 4 3 - - - S 5. + 314�-0" 1 '12 10 9 - - - 6 5.0 4 3.5 - - 7 7 7 7 4 S 5 5 6 5 4 3 14 t2 10 9 - &515 3 - - - - - 7 7 5 3.5 - - 5 5 S S 4 - 14 12 10 B - 85 5.5 4 - 7 7 5 4 14 12 10 - - - 9 7 4,5 15 3 - 7 S5 3.5 - - - - 5 S. 35 3 - ti t 2 10 - - - t0 TS 4 3 - - - 7 7 7 7 7 35 ^ 5 5 5 5 S 6 4 3 14 1 t0 - B 46 - - - 7 7 4.5 3 - S 5 4,5.35 - 14 12 10 7 7 5. - - - - - 5 5 4 s 4 - - - - 14 12 10 - - &5 65 4 35 - - 7 5.5 35 - - - - - 18'-0�14 f2 to - - - - - 9.5 7. 45 " 3 - - 7 7 7 1 6 3 - - 5 3 5 5. 5" 45 S•5 - 14 12 tO - - - - - 6 4.5 3 - - - - 7 &5 4 - - - - 8 S 4 3.5 - 1+ 12 1 - - - 75 55 5 - - - 7 7i .. - - - - 5 s 45 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane. Zone' 4511/lP�»...•., j��! 02017 TILTECO.ILIO. 02017 EASTERN METAL SUPPLY,INC. BE THA HTP-11 AAccordion Shutter System ,.S.,S.A. s H.v,etADE#( w/OR w10 H.v>=ucnaAl PlAOE 1 TILLIT TESTING do ENGINEERING COMPANY American Shutter,Systems 4tv.N DESCRIPOOH DATE DRAWN BY: LC. :. '"*%�!"" i M4 8553 N.w.36u..st,Sie.305,11R9aiN cl9ggs,Tl6is`DA 331 .Association, Inc. t OLD 15-085 7j27/i CAV, 07/27/17 P6o84:(309)671-1630.rox t(305)871-1531 4268 Westroods Drive 2 o- DRAWING No 1 -14 tateccooaoo West Palm Beach, FL 33407 s �''I,'YONA EN�'1 't4 WALTER r.°6°1wrf4 17-107 Tuff J,P.E njNDA Ua 14+167 5 SHEET P.E.,5 !{Cf3tGN1�111RE/DATE a 14 OF 20 LMMMUM A.S.D. SIGN QRESSURE RATING (Q„q,f l ANo cfRRESP_OND!NG_MAXIMUM NGWOR SPACING Qg,5,QNEQULE FOR A GIVEN MAX. SHUTTER SPAN._NEGAMV A. .0. D !•N PR TRE RAYING AND A CARR PONDING MOUNTING TYPE. (S-E MOUNTINGS ON SHMS 16&/7). 1=- L__,I B !S�;T F=;;Z AT F=-SPRUCE PINE RUC PINE SOUTHERN PINE No. 2 W/ MIN. G-0;65, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. GDX p2pw MIHT.71G;W/, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=4:50 W/MIN, G=0.43, W/MIN. G=0.36 PGYW00D MIN.G.O.50 W/ MIN.G-0,43 W MIN. G-0.36 UA) s1ttRtYO WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALT. MOUNTINGS B.O.WALL NOUNRNOS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS M. N, 0 & it FLOOR MOUNTINGS 1.4, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS w & xP Q S&Y S f4 Y S,&Y • _ w& x w & x ffSd RLd411133tf UIN.(�) Ta01 NTA6E Rt59FE E01G(pQ a8311CGafEFR�eTA20{FQ oawvl�.s m�Pt uch�fidl 4Lp,o®1rFf/24 RDSH iFfC(p) am17TTAaE1�rE RAx f,� t�NG"�SSffiFE TA2G 1pQ 03t71ttD.'7E HUK W74 tAd) ,fcss,ftwr�su�Izpa6r;yi LSO OSg1 RTRLtFR591E&3f0(p} [12 40 60 75 90"05 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 65 30 40 60 75 90 05 30 44 60 75 90 05 30 40 6075 90 05 30 40 60 75,90 05 30 40 6075 90 05 >D 40 60 75 90 OS '-0"OR 10 10 9 8I 8 6 6 6 6 6 6 12 t0 to 9 8 5. 6 6 6 6 6 6 1.2 f0 10 9 8 8 6 6 6 6 fi 6 6. 5 4 4 4 3 72 12. 12 i2 t2 12 12 i2 12 12 12 1T 12 72 12 t3 12 12 4'-0" 10 8 6 8 8 6 6. 6 12 10 10 9 e 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6. 6 6 -6 6 .6 5 4 4 4 3 12 12. 12 12 12 12 12 12 12 22 12 12 12 12 12 12 12 12 TO 6 6 6 6 6 6 55 12 t0 10.9 8 8 6 b 6 6 '6 3`12' 10 SO 9 6 T $ 6 6 •6 6 5 fi 5 4 '4 4 3 12 12 12 12 t2 t2 72 12 12 72 12 S2 13 12 12 13 12 0. 8'-p" f0 6,5 6 6 6 8: 5.5.4'.5 12 10 f0 9 8 5. 6 6 6 .5 5 4.5 12 10' 10 9 6 3.5 8 6 8 6 5 d.5 6 5 4 + 3.5 - 12 12 12 t2 12 12 12 12 IZ 12 12 12 12 12 12 13 10 8.5' y-p• 20 .5 4 6 6 6 .S 4:5 4 12 10 t0 9 5 3 8 6 6 5 + 3:5 12 10 10 7 -i - 6 6 6 5 4 3.5 6 5 4 4 - - 12 S2 12 12 12 12 t2 12 12 12 12 t0. 12 12 12 0.58.5 7.5 10 .5 3 6 8 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 35 3 12 10 10 A - 6 6 5 .5 3.5 3' 6 5 4 - - 12 12 12 12 12 12 12 12 t2 12 11 9S 12 12 1.5 9 7.5 6.5 SO .5 - 8 8 5.5 S 3.5 3 t2 i0 9 4 - 6 6 4S# 3 3 12. 74 + 36 4.5 4 3 3 6 5 3.5 - - 12 T2 12 12 12' 0. 12 12 12 1 9S 8.5 12 12 10 8 6.5 5.5 10'-0' 10 - 8 6 5 4. 3 - 12 10 6 3 - - 6 6- 4 .6 3 - 12 10 3 - - 6 6 4. .5� 3 - 6 S - - - 12' 12 12 12 IS 9S 12 12 12 10, 8.5 .5 12 12 9 7 6 5 k2.t0 - 6- 6 4.5- - '° 12 .10 4S- - - 6 ,5`3.5- - - 12 10 - - - 6 5.5 4 - - 6 5 - - - 12 12 12 12 10 &S T2 12 12 9.5 8- 7 12 12 8 6.5 5.5 4.5 12 10 - 6 6 4 - - - t2 TO 3.5- - - 6 5 3.5- - - 12 10 - - B 5 3S- - �- 8 5 - - 12 12 12 U3 9S 8 12 12 11 8S 7 6 12 1,5 7.5 6 64 22 10 - fi - 12 10 - - 6 4.5 - - - - 12. 7.5 - - - - 4.5 - - - 6 4S - - - - S2 12 I2 0. SS?.5 t2 12 10 8 6.5 5:5 12 OS 7 SS +.5 4 d'-0" 12 20. - 6 5.5 - - - t2 7 - - - 5:5 b5 - - - t2 7 - - - 5.5 4.6 - - - -- 6 3 - - 12 f2 12 9.5 8 6: 12 12 9.5 7.6 6 4.5 12 9.5 6.55 4 3 t12' - - 6 - - - 12 - - - 8 - - - - t2 - - - - 5 - - - - - 8 - - - - 12 72 tt 9 7S 5 12 72 8.5 7 6 4 12 9 6 5 4 12 - 6 - - - ^ I2 - - - - 5 - - - - 1. - - - - 5 - - - - 6 - - - - 12 t2 10. B.5 6.5 # f2 12 8 6.5 5 3 11.58.5 5.5 4.5 3.5- i HV BLADE OR M HV BLADE W/ HV WiNDOW BLADE WORKING iN UNISON* •SEC 11 uj(A1IaxS DF USE TellDun=(+y oil SHER is +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1.ANCHORS TO WALL,FLOOR OR'SOUD WOOD SOFFIT SHALL BE As FOLLOWSt 3-SURSTRAIE S14UL CONSIST OF THE FOULOWINM„ -SOUiHLTW PINE Na.2 W/0-0.55 OLD.$) -1/4.9 TAPOON ANCHORS,AS WNUFAOTURW BY I.T.W.SIRLDEX W/MIRMIUM EUSEDUENT AS LMOICATW AT -DOUGLAS FIR W/G-0,50(N.D.S.) EACH SECRON ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/9-0.43(NAS.) EXCEPROM:SEE NOSE 2 BELOW, -SPRUCE NINE_FIR SOUTH W/6.0.36(tLaS.) -MIN.1/2"COX FLW1006(1986 APA) 2,ANCHORS To HOLLOW CEI=SHALL BE AS PER MOUNTIND TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER 1105 2015 SPECIFICATIONS. 4.AN HO BERG INSTALLED FOLLOVA M ALL OF THE RECOMUENDATIONS AND SPECIFICATIONS OF THE ANCHFLORIDA BUILD1NG CODE Hort High Velocity Hurricane Zone 1fif1 • 02017 DLTECO,INC, 02017 EASTERN METAL SUPPLY,INC, ............ ►F. �; �Tc.T BERTHA '_oy_ / !Vr Accordion Shutter System H RAX#1 w/OR W/O KV WIDON MADE American Shutter Sysfems EV.N DESCRIPTION OATC ORAYRI RV: L.C. - t TILUi TESTING& ENGINEERING COMPANY ASSQclaticinY Inc. t OLD 15-085. /27/1 MTE 07/27/,7 C11' Ft 0.555 R.W.360,SL,St..30S..V%=Ak 6AARMS.MR"3315 1f Phone:'(305)871-1530,roe t(305)871-1031 4268 Westroads Drive 2 DRAWING No =�w�LS•.,, •,,,.:'`� Ltf+ a-mataaeog wm West Potm Beach, FL 33407 3 ZOO ��j1111 WALTER A TRUra T Jr.P.E. 4 17-107 FLORCA U..I)44167 5 SHEET P.E. SE1�C/ tFiNA1`l`!RE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV 8c ,S HV* BLADES SAS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEMDE in ONLY WALL FINISH SHALL BE LIMITED TO 105.0 I?sf. .S D. DESIGN PRESSURE BATINg. SEE SH ET 19 FOR M X SPAN & DESIGN LOAD FOR INSTALLATION W1 H PLADEC1)& OA) WORKING IN UNISON r MIN.— V4`0 TAPCON OR 4"Xg" EXISTI EQ Eo- or }PITH NG rF AWANCED %V000 tilo.).REQUIRED. ,�-IBBGE(IF APPLICABLE) THREADFORM.TE HNOLOGY STRUICTURAL ADEQUACY- PENETRATION C A. OF M71 G,FWOPD BEAM VOW/TWE/ArVEDLf AREA 70 PS TRUSS HEAD TO Z TTY t EXISTING(SEE E D HEADER, ttin. MACHINE SCREWS REGISTERED ENGINEER OR EXISTING WOOD rEE 014 SKEET I L W/1/4--20 NUTS ARCHITECT PRIOR TO EQ TRUSSES OR 0 a 12'O.C'. SHUTIM INSTALLATM. 1/2 RAFTER a 24' 4 TAPCON OR 2.N WITH ADVANCED EXISTING SOFFIT THREADFOf! !21-3/4 Mo..THK, EO Ell-, Mo. W/ 1 1/2 L=TIGN 4- -1'.4'.1/8*CONT.ALUM.TUBE OF THREADED AREA FEQ E t. COSTING WOO.HEADER. I I /1 -16 ALLOY),W/ 1 42/ S.I. (6063 1\�PTIONAL E.- 0 V O.C. -0 LAO SCREWS TO (SEE SCHEDULE ON SHEET 15) 1 or @ or @ or @ or @ RGH/16 OR TRUSS. LOCATE LAG SCREWS AT MIDWOTH OF EXISTING WOOD EXISTING PA114 2".4' 1. I it MEMBER,(2-Uh NOMINAL extsin ic-4 KMER REQV OPEN HOLE AT EACH 2-MK 0V Ss I MIN;SEPARATION TO CLASS EXISTING STUD To ACCEPT "In"W1.OF THREADED SEE SCHEDULE ON'.SHEET if)- GLASS--.,,} 5/12 LAG SCREW PENETRATION VALID FOR 9 AT 1:114TER OF TUBE. INSTALLATIONS WITH 72psf Mx SEPAWKINI I MAX AaD.D SIGN LOAD ANO EXI 9*-Or,UM SFEAN,THIS (�)HV WALL HEADER INaTAILLA-TION -j =.%, !%I'- I -TO INSTALLATION IS ONLY MO I 1 101 IXAIX(DIVa -I sData CIO qqT j FOR W600 W/UIN,SPECIFIC *4 VEET to I I FOR wqc 0*0 at SIM CRANNY OF 0.50 AS DOUGLAS DZ 0 to j&Ig FIR OR SOUTHERN PINE No.2. SHEET 4 rOR TYPICAL -4DOR OR EQUAL 7 UOUNOIX;S14TIONS CAN BE=%- 2- RON BY CEILING INSTALLATION 11N ANY WAY TO SUIT ANY INSTAUA 1. (1-1 HV CEILING IN LAT 0 OR @* T I t TO QAM(SM MIN. MIN,SEPARATION To aL45SEPARABON EXISTING I TCN Mfg 70. TO CLASS (SM SCHEDULE ON SHEET i1) GLASSNI olgiscu a,TINA (SEE SCHEDULE 1014 SHEET 11) T LOCA71 N EXISTING WALL 3 U AZS"7 2'xB"WN.WOM 17-L I I-�� 3/a Lf DECK REQUIRED 11ox. (D CON/114"HEAD TEX OR 2.6-PAN.WOOD gin SCREWS a i2'ox (NO FINISH 1 13DECK REQUIRED (NO ALLOWED) FE FINISH ALLOWED) 2- -U= EDGE OF DECK C EDGE OF DECK EO o IF APPLICABLE IF APPLICABLE t (tDECK IF APPLICABLE 1/49-200/4'S.S. TAPCON OR LP I)LLIPS TRUSS HEAD 2_1011. MACHINE WS 1/4-0,TAPCON OR TAPCON WITH AIYVANCEO I l1Z*x4*6� TN WITH ABVANCE0 I SCRE, THREADFORM TECHNOLOGY W1 114--20 NUTS TE"=Fp0RMOTETCHN0L30 1 1/2 R D. 1/2'Min.PENETRATION 0 12 B.C. 1/4'0 TAPCON OR TAPCON WITH ADVANCED TNREADFOR1,11,11 7 EDDY V// Min, 2*M SILL p ON R LATE TECHNOLOGY,W/ I I/r Min.PENETRATION OF THREADED AREA TO EXISTING W=t HEADER.(SEE OF THREADED AREA TO AREA To EXISTING WOOD,HEADER. (SEE SCHEDULE 0,11 SHED 15) EXISTING WOOD HEADER: AREA ON SHEET is) HV WALK-OVER INSTALLATION (SEE SCHEDULE ON SHEET 15) M Fail V HV WALL SILL INSTALLATION I @,BY FLOOR INSIALLAT19N yp FLORIDA BtIILDINC7 CODE(Non High Velocity Hurricane Zone 00'4� ............ 02017 VLTECO.INC, @2017 EASTERN METAL SUPPLY,INC- BERTHA TM Accordion ShuttermSystem 11LIEC AwS.S.A. 0 KV.' RAX#1 W1 OR W10 KV.WNDW WX TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems 4EV.HDES=PrIoX VAIC DRAWN BY: LC, Association, Inc. I OLD 15-085 07/27/17 DAM- 77 6355 NX 36%.St.,Ste,=MM."A wmisp - Phone (305)871-1530.To.z(305)871-1$31 4268 WeStroods Drive 2 .-M4 tft-0061.w. West Palm Beach, FL 33407 3 DRAWING No 0& #44 17-107 WALTER A.TILUT J'.P.r- 4 FLORIDA LV- 67 S SHEET IP E. S--t.L—— URE/DATE 1 6 -17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4'2 MIN. WOOD STUDS 2Sc`M IwOo S1YG4 REO'o. 2•a+`NLY,w0:Y7 AEO-0. (AS APPLCAHE� / ? F"! _,1 l 2'N•W. worn 5TIAD5. `+.;t AtNE1�1,0Af1 4`'QG f \• wtm sur o { (J3 APPUO/$lE) PIXt"IRAtfoi LYiD � Itt tr VIWx RV W t (f• 113'�jP2CML1(CRWN 14, VOST O MAS, F RY"000 iro �� t.t rry SOAK 0057, —vowr wm /-I)ILbAO GLASS ^•..j ! t j / C.%7aW CUSS � UPA%Wt 1/2'K COM MK SYM Ga% to MSS[�_ Wi f Ytt 15craxvKw 2EDIAE W STET PLYW W. g EHAPC m ow m M5(7p+. In•W11.CDX - �D IXAii{9'I !t tf>A esaE9)A'O I/18'.i3" cm" fttEAC(S Q}b (6 HUYa)CLOSlN Pan91 tf2'ari�-0Ob.._ 1I Im G}i+a �` ,t2 I.M. 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PEerilnAraR o 12'04, Pp, 0 12•p,o, y d ♦ SEE U50TAAONS OF USE FOR �; i/2'iRR- t1IGgEE1G) d BLADE ON SHEEP 19 OA01�b x t V o (D - ,,wtvr6Ar Y. r+ 1IYom• '� ' �'---- Got / - ri tt `� / li =, �----- j — it QTR ; f 0 �- ` OCR 41--f { •. � s 0RO0R�i09 -Q'-I 'd- - -[4w aQ ©-s•fs- 1�' oR@toR(3CRCS VIEW.Y I 1YW1 Iui611 2'u'unt MOfA "S � � O1 Au 0-0- Mitt .YJ•t-YJ• .pt . Vt DETAIL y END CONNECTION DETAIL(01 ENDCONNECTIONAIL t2 A[i 1C� t3 FLORIDA B{ACODE Hon Nigh Velocity Hurricane Zone' 02017 TILTECa.INC. 02017 EASTERN METAL SUPPLY,ItIC. BERTHA HVIVI tL ECO � �. AR ,.v .A■ Accordion Shutter System KY. GLADE#1 W/.OR W10 KV.WINDOW SAM ' American Shufter S stems TILLIT TESTING & ENGINEERING COMPANY y Ev.R DEscaiPnwl DAT[ oPAwl ar Lc. ?9to Association Inc. I ALD 15-M 7/2r s VAID 07 27/17 6355 ILW.SBtA.SL.3La.305,11R6RIN GAAOU7S,RC6@M 33i6t r / Ph".:(305)871-1530,rag:(305)871-1531 4268 Westroads 10,4ve 2 DRAWING No o--a;otmootiLcom West Palm Beach, FL 33407 3 CB- '•-�S�4NAL•EN�'�'•' 1 WALA 1.OwwwT1 J,P.E. + 17-107 P.E. SEJit/.SIGNATURE/DATE F10 uo. s+167 6 SHEET 6 18 OF 20 fi on 2" l «GENERAL u3AITA3tAND M11D ORSOPL. [1Hy RUDE Ac 811 E18 EIA UNISON WMIKING IN /.MAX.A.S.D.DESIGN PRESSURE RATING:+11a-- 110 p.C,T. 2.NAY.SHLI'F1ER SPAN:B6` 3,ALLOWED LIOUNRNGS:A.D.0&N ON SHEETS 6.7:AS WELL AS MOUNTINGS M.0,T.U&W ON SHEETS 16&17. Z� ONLY CENIERUATESSrDT (BOR OP/PD 4A OUT,INCASE OF�POSL*tG 44 off 5 �YOIR�MUSi 6E INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF '�n� CENiERNA E. TYP.FA.END • • • �• f.•1 1' A� ��1 �' S,(Aj hN WINDOW BLADE 1 Stall ONLY ALLOW A uNOMWA OF 5 OPENINGS 'u, {3'0 NOTES}FOR FER AT SPACINGS SHOWN ON SNEEr.4. �^y MAX:5 WINDOWS ,a :t • -'• '• .(B)U1N.CLEARANCE'FR0,�1;TOP OR BDalil EDGE OF W ON60W E AOE�.y > .+ .} OF ANY'3'0 HOLE FOR {7 SNAU.BE 12'. ALLOWL77 XT HV ut W1NOLILY OlAOE j {G)F1RST 4R��r BLADE.CONING OUT FROM STARTERS AT ENDS MAY BE HY � r YANDOW BLrJ)£ y • • • r1 1st r� �� {D}F7Y"DOW BLADE1@r, Ltusr BE USED ALTERNATE TO A SOLID NV GUIDE(1D SL THROUGHDUr SNUITER"S WIDTH. V ., , • A (E)CVMA ALWAYS Be MSTAt1ED ADJACENT TO A SOLID TR+ 'o • s • ;• '•• GLACE 1 AT EITHER SIDE OF THEM. . SEE END 1 Y i - • ' (h')POLYClIRBIVTE W WINDOW®SK413.BE INSFA,i.ED SO TFyrj TAUS FACE SEE EN CONNECTION • s s • • Isq : :,� • a THE,INTERFOR OF THE OP...B NO PROTECTED.1N"N.C4f1 MUST BE ONLY INSTALLED AHD LOCKED USING A HV SETTING TOOL PROVIDED by ASSA., DETAILS ION,SHEETS Nig `•v ri • +1C Inc. FULL&,o HEtCHT. R 6.SEE ANCHOR.,SPAC*G SCHEDULE FOR INSTALLATIONS INTO WOOD FRAU)» j BUILDINGS ON'SNEEr 15,AS.LIMITED BY SPAN AND DESMN LOAD(SEE NOTES P5p+j 1 B 2 ASOVE). UM CONCRETE OR CONCRETE CON RETEE BLLAINCKUW L4 FOR INSTALLATIONS 12 S&1i3 AS LIMITED BY ''SPAN AND DESIGN LOAD,(SEE NOTES1&2 ABOVE). [ALIJ L4- 8.MINIMUM SEPARATION.TO CLASS SCHEDULE.PER ASPM E-18961 �5 .(SEE.PLAN FOR R£OUIRENENTS) �. D H TYP TOP&BOTTOM W oa DI $ 7 VAtiO ZONE MINIMUM SEPARATION TO CLASS NUMITEO WIDTH 1 THRU 3 i + ELEVATION m sEOH RIN I aAss 4 6:25- EXISTING CUSS --� AM Ott THIS ON SHEET�11 iTRN fAIOE O �,.��....�.,` A314I3 TICS --fT8113ttbe.(�&.� ` I �__-_________ 161, ji/\TT p V TYP. SnaQQ CENTERAU7E5Q� �,`,1 ��/ / (arsoth�id ,W/o (B NOTE s ABOVE) RIM TYPICAL ASM ` �.� ✓� TYPICAL n Hy BLADE WORKING IN UNISON VITH BY WINDOW BLADE SHUTTER* �`�-_---'�✓ N++NNaArr'i!-• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A, N7+2017 EASTERN METAL SUPPLY.INC" ��GEN,gF d� 02017 TaT£Do,INC. BKTHA HVTm O •• III�N�IrIi T�TEc.ol��. Accordion Shutter System #_ H.V. BLADE#'°w/oR WJ¢Ku ttitrc>tw anx American Shutter Systems Er,N DCSCRIPOON DATE DRAWN 6Y: LG ; •,• t' TICCIT TESTING'& ENGINEERING COMPANY Association, 'Inc: t OLD 15-085 7/27/1 DAM 07/27/17 © ,,r` 14 1 6355.a.W,Nth:SLi St..ao5.L1R6SAA"MIDIS,FL0SOA 3316 'Lt..... 4t Phom? (305)671-1570.Fp•.(305)871-IS31 4268 Westroods Drive 2 DRAWING No �•••y,•y +ttt . . m EBB-OD06710:cQ� West PGIm 600Et1, FL 33407 Vi7-107 WALTER.A.TILUT Jr.•P.C. FLORIDA 1Jd.!44167 SHEET F.E. SEAL/SIG�ATURE/DATE 19 of 20 r• Mln.'A5TM2A > EC:o •�. VARIES 3 INSTALLATIONS W, 1 HV .$LADE & HV CENTERMATES �1 -�2Gaa•,ax.�. Mm.0=60 GALv.STEEL '2-Max--'•1 INTO METAL STUD WALLS, * ,x.046'' uaT&SPAS Ar ler as w 43b y . 0.09 LI I _s t.3))+^L 6 t/t-x 0.035'1"CK u n+:' a d3 o l 6063-15 ALLOY COKT GALY.STEEL TRACK CKk%wEt._07 6•OC, O G-Ole,tom: � =A Ess OWE+o Inn,G-6O ,, SEPARATION M GLASS SCHEDULE 't aavANlxto FAs1ENE0 ro StuaS I 1. MAX. AS'D. DESIGN PRESSURE RATING: 175, - Z5 s MOx W 2)16 1/2`TEK.SCROAS OR � EXtSTtWG r2NISH 39. � (P f) u//tE ros"EXTERaOR FACE I AS APNLICABLE f 2, MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM SEPARATION ax LEWGTII + I" EXISTING CLASS MIN.SEPARATION K 3..ALLOWED MOUNTING: MS ON THIS SHEET. E-1998 TO GLASS To Cuss 1 d"0-20K3" BALI (SEE SCHEDULE)' 4 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE i" WITH 21 ARRANGED A METRICAL LAYOUT. a USE OF.(2) 35 (6" LONG, MINIMUM) MUST ALWAYS 8E 4 4- T 3/+'x 6.I 41x o.ass'.To"a 'EXISTING FIMSH ' f INCLUDED AT RIOR OR INTERIOR ACCESS'SIDE OF I.373"y caWr,GAty,sTETt rTccK cRANrvET ; As APPLICABLE ( CENTERMATE. =s ASTM A-.653 OR'=40.16,;.G-80 ,� +� ._..L WWAIIREO FASTENED TO STUDS (2)10x1/2•TEK SCRLwS at 430 430 R T:R, te- E tWTOR x ExlmroR.suz; 0 6"aC. O 6'a.C: n� 1/4-0-20 THREADS y , $LADE SLACK DETAIL HVF'IS ALSO VALID FOR ¢ � ,j"¢ LauO OQ�(J D tc3, " tj2' f2 3B CENTERMATE 2t APPLICATION WITH BLADEQ PROQUCiS FAB-LOK HD" -x I 1/2`x 0.036"THICK w =.vVNil6,r5 0 6' O.C. E6,,.ASTMA-653`GRAOE+DCOMPONENTS ME&STUDS S AT STEEL WA HEAD p/SILL. INSTALLATION _ METAL.6TUOS AT 16"Q.C. Min � ��.i�./ d"� { EIOSIt2:.G fk115t#AS MAUCAELE SCALE. 3}S••a T• 1 (PYP.TOP&BOTTOM) --',- -_ _ ---_- - _ 1 3j4-.6 1/+'x CLOW THICK MIA, +-EXtSTiNG GLASS - - -? - ONE.GALV.STEEL TRACK 0"HEL. ASTIR A-653 CFGDE 40 Min,G-60 f I .a.,. -. I I -..._a, - j I - GALVANIZED FASTENED TO,STUDS SYMMETRYCA tz "{ I SYMMEI FiS'CAL ',_ w ti' I w/RIO EXTERIOR TER FACEws ax i' ' I 430 436 43C r + 't °+• '' ", , I I: MIN.SEPARATION VARIES ! , } INTERIOR&EXTERIOR FACE aCENTERMATES W/ s, CENTERMg7ES To cuss ' Y+ (SEE-SCHEOUL,E) 'Mox. I - x x� I EXTERIQR AC FSS.SIDE�'` ' � NTERIQR ACCE55 SfOF;;{ -- -- -----6�- .?--- --=--- -- ---- ---------------------- - `IN - ------------ '3 (sw Min.) ---iN -- ----- --- � -------------- I -------- - 12 -- -- - - __ 1 21 21 1 T 21 1 L0^A AT 12 -- - - - ------ -- - - "--- - -- - -- -- - - - -- xv HEAD /I EITD EW Y -- _ ERs s Vt �143na �4 � SIDE CONNECTION TO TRACK t/+ (TyP.) 8 1/2-(TM) I 7"; Mi � 7" 6 1/2'MAX.SLACK ��---•( (Cant.) HY A HVB BLADE SLACK D AIL VF H C. FLORIDA BUILDING CODE tion HI9t, Velocity Hurricane Zone try1A �•,�J' f"i .02017 TiLTECO;IWC. 02017 EASTERN �METAL �SUPPPPLY,INC. BERTHA HA H �c �ts'' •.`��' A A r1� 1 L E C 41 N . ., _ ,� Accordion Shutter System H.Y.BLASE#1 W/OR W/o KV WINDOW aAD£ f+r; TILUT TESTING& ENGINEERING COMAmerican Shutter Systems Ey,ft DESCRIPTION DATE DRAWN t L.c. i 8335 N.w.36u;St..SID.31)3.NRtciTA unTP3+s,noR+DA 3313 Association, Inc. '1 069 T5-055 /2717 DATE: 07/L7 - � --, PhD"-:(.305)877-1530.fox (305)871-7531 4268 Weskronds Drive z DRAWING No F Q 't- Vit\ a-mal I:ItoroOaoLxam West Palm Beach;FL 33407 3 .r •.,CQRtO,,. ' EB-04067,0 17-107 , ��q �y(a,9��,+ WAI,TER.h Two,jr.P.E. P.E. SEi�i17REf DATE FEDI Err t NT67 s SHEET 0- 20 OF,20 c�