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HomeMy WebLinkAboutProduct Approval Florida Building Code Online s - e ♦ S � Qe ' 6 s : ,r.riry4 tmOrt� BCIS Home i Log In User Registration Hot Topics ! Submit Surcharge Stats&Facts ' Publications t FBC Staff i BQS Site Map j Links } Search S Businesj, Professional *USER:Public User Product Approval g { t1 Product Approval Menu>Product or Application Searr"h>Application List>Application Detail •�� FL# FL389-R8 ^F. Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley 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 12/31/2017 Validated By John W. Knezevich, PE ✓ Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Year • ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2062, TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http:/Agww.fforidabdidirig.org(pr/pr app dU.aspx?param=wGEVXQMDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwp/o3d 1/2 5���2/`'y .-� Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015- Date Approved 06/22/2015 Summary of Products AFL# Model,Number or Name Description 1389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 11 3- (Non-HVHZ)- Drwg 15-086 (top and bottom)for storm protection Limiis of Use Installation Instructions 1 Approved for use in HVHZ: No FL389 R8 T1 A.S,S.A. INC. DRWG.15-086.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S,A. INC. P.E.R. DRWG.15-086.pd positive ASO load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max. ASO pressure rating of+72,-72 and 84"for+64,-64 psf. See !sheet 5 for others ans and ASD pressures. I389.2 Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I -HVHZ)- Drwg 15-085 (top and bottom) for storm protection tracks L Li "it!� ii W-Usiu_ Installation Instructions Approved for use in HVHZ: Na _F — A. . A. INC. DRWG.15-085.Ddf I Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A, INC. P,E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party; Yes locking rod configuration for the HV1 blade, W-0"for+64, 72 p.s.f. load for HV blade for Keystone mountings 7-0"for +75,-75 p.s.f.for metals stud mountings and W-0"for 110 p.s.f. for HVI.and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. ............ 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ-. No FL389 R8 IT A.S.S.A. INC. DRWG.15-084,r)df Approved for usb outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. Large missile. Max. 16'-0"span at 30 p.s.f ASD load FI-389 R8 AE AS.S.A, INC. P.E.R. DRWG.15-084,pdf for Blade 1 and 18=0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively _j Contact Us:: 1940 North Monroe Street,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility statement::Refund statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact$50.487.1395.-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 dick here, Product Approval Accepts. Wvuritvuv�itwN- UMMWIM "Y_Illll 2 4 LlAvww.fforidabLdlding.orgV/pr—?ppffl_ .aspx?param=wGE\rXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw0/03d 212 hv . GENERAL NOTES: 1.BERTHA H.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 SHALL 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. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS,O.DESIGN WIND LOADS AREA 1: HV NLADES(7& BY MULTIPLYING THEM BY ITS IN ORDERTO COMPARE THESE W/MAX.(AS-D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TEST®,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 CD=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 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS' TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE d 00214.01-03,#0715.01-03,01004.01-05,01214.01-05,#0317.02-06,#6609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 8i3EA Z: HV BLADE 6D AND HV WINDOW_BLADE.C1Al AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE HERE APPLICABI Q -HV WINDOW BLADE Q 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL.SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. HV BLADE 0 AND NV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONOIDONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75 AND 0140.75`RESPECTIVELY. 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL.SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV EACROSHIFID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE IN MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksl AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCftE?E/BLOCK SHEET' 10 6005-T5 ALLOY. - MAXIMUM SPAN LE- SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET' 12 5.AND SHAD.COMPLY STAINLESS STEEL 30CODE OR 316 DISI YERIES OR CO ROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 344 OR 316 SERIES STAINLESS STEEL WITH 35 Tai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS.KV BLADE 'D: 12.13,14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE a&0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A US,PATENT 06779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,W WHOLE OR IN PART BY U.S.PATENT 05'458,179 tssuED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 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 3: HV WINDOW BLADE ONLY 1�A 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 HV AND HD A Q,. WINDOW BLADE, ONLY CE NTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 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 TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA N.V.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.(0)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, (5) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT OEW+TE 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 (e)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-ED.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SCULL SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.ED.SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. Fttrrrr������ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona it 02017�r��� 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. se- RSA NVTM -- ASSA► C}► Accordion Shutter System 2 �• �� �L ENC EO 1 N C. ■ ■ ■ ■ H.V.13.ADE#i W/OR W/0 N.V.WINDOW RADE IMP T American Shutter Systems Eu N DESCRIPTION DATE DRAMN BY: LG �( tl TILUT TESTING & ENGINEERING COMPANY j > Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 % 4 j1`\ 8195 KW.36th.SL,St.10.%NRCIYW CAROEt15,FLORNA 3318 �-4a-�>t Phane:(305)671-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No :nl`n _\ ytt4 _6': m E LOODO'1141.cam West Palm Beach, FL 33407 ± 17-107 )7^,)07 _ IONa�l�.Cy°F,' WALTER A TUJT Jr.P.E P.E. tl!Atfait�f9AYI RE/DATE FLORIDA ue.p aa,67 5 SHEET 6 1 OF 20 1 3' FOR WOWN BICE(0 VARIES1. 49 1,2110'.200' 'A 4371' Sa• 0 1,857' TBY SOLID BE F � Hv go-z iscr STARTERW—UNMRSAhFLOATER QUALIFIED COVERED UNDER US PATENT # 17,9 0 REI)-FGR_U$E W/ HV BLADE C4 HV BLADE(?R USE W/ _Y-A TEMPER QUALIFIED FOR USE V 6063-76 ALLOY AND TEMPER HV WINDOW-8 ADE* 6005-TS ALLO Nll_�ll BLADE(1) 375L -SEE L ON S.�FET 19 Sa, 6063-T6 ALLOY AND T R .1E421 063-T6 ALLOY AND TEMPER '11�1 085 (TYP.) 7 .670 3.556" 67 N .670 26 072 N842 • 4.897 ,at S' 'ft' G 4.54,36- 12• .9 7 HY ADJ. ADAPTER WILIP or 1375' a D 3,226' QUALIFIED FOR USE W1 KV HV WALK—OVER TRACK .920 1 TLI BLADE(D QUALIFIED FOR USE W/ HV @)HV TRENCH TRACK �37 W )J._ffiQ9&JlAM 6063- R BLADEQUALIFIED FOR USE W1 HV QUALIFIED FOR USE W/ KV 6063-T6 ALLOY A% TEMPER BLADE(a)ONLY. HV RAINGUARD BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U ,$E W/ HV VARIES 1.936' BLADE(1) 6063-T6 ALLOY 20 TEMPER ;; . . 1. I 1191a, VARIES 1.936' 6063-T6 ALLOY AND TEMPER ox. 2 Max I I -I- .083` T_ 093- 1 _ - 6 1.917` 083, By Oil q .093* Oarml too r 7 __1 I qll _ 0 a- .060' .093- .093' -L 60` J 0 67 670 1,686" 0 li4_ 670 3,529" 0 (J� HV HEADERI—SIL D13 CELQDER It IIN- -HEAISIL 3529'. Cl 1) BY CEILING HEADERFOR USE W� HV BLAC HV BLADEC1)0 6063- FOR USE W/ QUALIFIED )E @ONLY O)JALIFIED FOR USE W1 W BLADE HD WALL HEADER,/SILL OMIFIED SEE SECTIONS FOR VALIDITY:- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER IIMN.YjMX t COMPONENT A MiN.XTI T� I - - -1 1 2 2 10.125 2' 5"MAX. 1/8* 1/1. 1 1. :5- loc90r 19 2' 5"MAX. 0.192* 0.192* LD SIDE ANGLEPOSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.5- 7-MAX. 0.190 0-190 QUALIFIED FOR USE W1 HV BLADE(71 QUALIFIED FOR USE W/ W BLADE() 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 1 2* IS-MAX. 01W J0J31' 1 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER rrrauri FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone�, 0" t1k A. 11, 02017 TILTECO.INC. @2017 EASTERN METAL SUPPLY, INC. 4+1t ...........ze; BERTHA HVTM Accordion Shutter System H.V.BLADE#1 W/OR W/O KV.WINDOW MADE rl_ AS.S.A ViLE C 07iN . American Shutter System. L.C. TILUT TESTING & ENGINEERING COMPANY IEV.No DESCRipnoii DATE DRAWN Ort' M5&w.wk St.Sts.=5.WONA GARI)EXt.FLORIDA M16( Association, Inc. I OLD IS-086 D7/27/17 OATF_ 07/27/17 Phone 4268 Westroods Drive -2 ATE (305)871-1530.r..:(303)871-1531 !4� 1 DRAWING No ._6: West Polm Beach, FL 33407 3 E8-0006719 A0......•••,l6`R II] " 4 1',, TILUT Jr.P.F_ 17-107 OW WALTER A. 4 FLORIDA U.#44167 5 SHEET P,?-;Igv%, P&E/DATE 1 6 1 2 OF 20 1 | American Shutter Systems REV.N4 DESCRIPTION DATE DRAWN BY. LC. • • @ NOTES ON HV LOCKS AND CENTERMATES: A a C U 1, MANDATORY CONDITION IfIs ONE W LOCK(&or @ SHALL HE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'AEX��LOCK BafW 11 FOR SPANS UP TO 105%AND FOR INSTALL,6TIONS AT ANY M. OCK or g2 OF SHUTTER SPA 11 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Zp OR @ n r n CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4 2, IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO MV 16 0 LOCKS OR V MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES @ OR 1�SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DR-1 12 WUD ONLY WHEN M14PMRY CONDITION#I OR LIM171ED MANDATORY CONDITION /M H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT4URRICANE POSITION, BUT MAY tI 5 g 0 " "-&' C4 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS I OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MEEX ON JIM ONE HV LOCK 1& 0 qML BE USED AT CORNER CENTERMATES FOR ANY SPAN AT ff[)� AND INSTALLATIONS T ANY ELEVATION. KV LOCK 15� SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED To 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2*LONG FLAT HEAD S.S. M.S, TWO LOCKING RODS AT TOP& BOTTOM SHALL 13E USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. r 011> I S. FIRST ALTERK47E TO MANDATORY 2QNDMON il VAUD ONLY FOR W LQ�q-6h jX/SIMETRICA! 30 E ALTERNATE W LOCK MAY BE USED IN LIEU OF HV LOCK Cj or U FOR ANY SPAN AND 1 I81= S TON.AL No USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 2 INS) AT ANY ELEVATION. NATE LOCK 0 MAY BE US OF 1/4*0-200/4-S.S. THUMBSCREW TO @ OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. bRiVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO j! -VIC 4z-li� LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION JA EQR KEYSTONE MOUNTING INSTALLATIONS:-- ONE W LOCK @ or @ or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP To 96'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 18 or @-@ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE IN114 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS CS W/(5 CONNECTION OR @ TOP AND BOTFOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 10& ,a TYP. FULLH *NOTES ON HV "I" LOCKS AND CENTERMATES: KFJGHT. OF CORNER I. SECOND ALTEMM TO #I VALID ONLY FOR W*r Igr4 00 CeMMATES gj AND CENTERMATE ONE ALTERNATE HV -T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS t4 OR FOR ANY SPAN AND LSA LOCK BE USED AS AN INSIDE OR OUR WA ON AT ANY ELEVATION.ALT R I SIDE LOCK. ATTACHMENT 4�"Qp4 L OR®cR)0' � R , AS SHOWN ON SECTION HUG, SHEET 9,WHICH MUST BE OF LOCK @ INCLUDES USING RE MAY CONNECTED TO CENTERMATES @ AND US W/ 1/4'0-20 x 1 1/2'LONG S.S. THREADED BOLT W/7/8'0 x 3/32* WINGNUT OR W/ 1/4'0-20x1-S.S.M.S. INTO A I/4'0x 5/8"RIVNU-r. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. *NOTES ON HD ��ENIERMATES: 4 WZ( 1,14D L=J4)KI HO OR G 3-3:ONE ALTERNATE HD LOOK(5) MAYBE USED IN LIEU OF TYPICAL M HV BLADE SHUTTER ELEVATION HV LOCKS OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE NO LOCK(8 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO I=(B TO 0 IS W/3#8 x 3/8 F.H.S.S.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT�AS SHOWN ON SECTIONS H09-HVEI AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS CA IS COMPLETELY OnCwj- FLORIDA BUILDING CODE(Non HighVelocity WTI- icane Zone', IIV ... - 02017 TILTECO.INC. 'r4 2017 EASTERN METAL SUPPLY, INC. . BERTHA H—V*TM— Accordion Shutter System 7i E fL —7 c o A,S■S,A. RV. BLADE#1 W/OR W/b KV.WNDOW MADE Ar.1 American Shutter Systems RCV.N. DESCRIPTION DAn DRAWN By'. I-C. TILLIT TESTING & ENGINEERING COMPANY 7 &N55 WIN.M�SL,Ste.305."=u GARD0,15,FWROK 33161 Association, Inc. I OLD is-Dos D7/27/17 DATA 07/27/17 0. A Ph— (305)871-1530.Fo.:(305)871-1531 4268 Westroads Drive 2 c-1;Uffecol000l.com West Palm Beach, FL 33407 —3 DRAWING No - SS 0107 S, • 'o EO-O"61119 4 17 L ",I WALTER A.TILUT Jr.J�P.E. FLORIDA V-#44167 5 SHEET P.E. S UNAIU'RE/DATE 6 5 OF 20 1 ONCRETE ANCHORS POUREAC�RETE"BLO'CK POURED (SEE SCHEDULE ON OR C POURED CONCRETE SHEET 13) REQUIRED tfa'a-2Oz3j4'S.S. CONCRETE REO UIRE0 CONCRETE ANCHORS MACHINESCREWS REQUIRF°R ' (SEE SCHEDULE ONw/ 4'-2CONCRETE ANCHORS % ' , 17 18 S ONE(SFt uawmNc®ON 5HEE1 7)(SEE SCHEDULE ON SHE 13} SHEfT t3) NUTS tY O.C. 2 oR 14 : % f ; Mia. 1/4"m-20x3/4-Ss. !--- E1UASACHINGNI/�R20 NUTS 10 E E.D� Fo"Maz. : 13oRis 13 °R r E.1#D., i f 'a" .250'Max. C, \ r r r max. x. ,' E.O.- , / OPTIONAL r I ro wt yy l ' II FOR V (DX 1 t MIN.SEPARATION TO GLASS 1 1-,f Fav flA�mMD I 1 OR r "I "G--;'-(SEE SCHEDULE ON SHEET 11) OR sm 19 FOR I I 1 GLASS i E%IST{NG f p�(D&G) MIN.SEPARATION TO GLASS GLASS--I A EXISTINGr'(SEE SCHEDULE ON SHEET II) I ' Gu1ss— Q HV WALL HEADER INSTALLATION kA) ! ST ON © HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO CLASS r E%1STIHG I I 1 EXISTING (SEE SCHEDULE ON SHEET I I)- (SEE r 1 f I 1 OR MIN.SEPARATION TO GLASS GLASS r ' S IC UE OR SIM SCHEDULE ON SHEET I I ;-f 1 FOR BNIE�A+a rh m 1 if@ASHUT 0)tr FORa 152tN5 i OPTIONAL / / r f .E.O.•i Ma x. ,f OPTIONAL 3 OR@ E= ;' ,I L-E. LoFLEQ 13 aR 1 r r-- 12 oR 14 I ; 4 1/4.0-20x3/4•S.S. j.' ,! . Mm ••-EQ EG-= PHILLIPS TRUSS HEAD i 1/4%-20x3/4'S.S. PHfLUPS / MACHINE SCREWS USING t CONCRETE ANCHORS !TRUSS HEAD MACHINE SCREWS �` y \..:��18 1' 1/4"-20 NUTS® 12"O.C. ' �--(SEE SCHEDULE ON w 1/4"-20 NUTS® 12"O.C. CONCRETE ANCHORS J / ��— (5£E SCHEDULE ON SHEET 13) j % Min' OR COPOURENCRETE BLOCK SHEET 13} C. POURED CONCRETE���//( / / Y` CRETE ANCHORS OR CONCRETE BLOCK REQUIRED WALL REau1RE0HV WALL SILL INSTALLATION (5EE scHEDULE o" (f)HV WALL SILL INSTALLATION POURED NCRL�E SHEEP 14) OR CONMETE BLOCK waL OUIRED HV WALL SILL INSTALLATION F INSTALLATION DETAILS W/ I- NEST 4 FOR TYPICAL SHUTTER * (SED.E SP G TION$ON SHEET i3) '�e �TATANSOF USS FOR H V BLADE ASSEMBL 11) 2-MOUNTING CTIONS CAN BE COMBINED IN ANY WAY TO INSTALLATION. J JJJ ryiz _-_-_ 111 g A, T/ '� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone E(V$' ✓�= 02017 Tareco,INC. (02017 EASTERN METAL SUPPLY, INC. F''' BERTHA VTM 4 Accordion Shutter Sy stem .E Q QH.V. IMADE #1 W/OR W/0 KV.WINDOW MADE American Shutter Systems Q,o TICCIT TESTING k ENGINEERING COMPANY Y Ev.N DESCRIPTION DATE DRAWN BY: I.C. ,�•'•".�� 10N.- 4•Lk/1tiA 8555 H.W.36tn.ss.,sta.305,w+OIHtA O47tO¢+`+.FLOR°,4 331Association, Ino. I OLD 18-085 7/27/1 DATE: 07/27/17 Ph. :(305)871-1930.F..:(305)871-1$31 4288 Westroads Drive 2 DRAWING No S��NAL NG ,11 a-moil:b1tecu0ool—m West Palm Beach, FL 33407 3 17-107 7�1�7 F8-ODJBJI9 �i�iiJAIJAA�r� WALTEYI A MLUT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA L;,_9 44/97 5 SHEET L2 6 OF 20 I �I CONCRETE ANCHORS + Mra ypAwntxi ® i 1 i Mei�SEPARATIONPOURED CONCRETE (SEE SCHEDULE ON SHEET 13) i So vA�(EF 1 OR EXISTING REQUIRED EDGE -{11 FOR DUDE OA'O GLASS--{ vN. ts�SaEOO)ON +1 SMELT 11 / ,+ 1• %�% / / !% SLAB IF i Qa 91nT 19 ITA I ro cuss 1 AP OA�ansmnQ \r.. � s +) { 9 r %:. rr •/:'//r`/"_/,% { ALTERNATE i i { _I i {{ {; EXISTING ri D E // ;/r ANCHOR , I tl CLAS LOCATION 110x3/4"HEX WASH HEAD :! /�/ 11 ORJ13oR15 a/s MN. TEK scREtivs 12-Q. . ' { /,/r-� , . ' DnsIFCONCRETE ANCHORS 8 ;{SEE SCHEDULE ON SN 13) L..f/% ' g •11` IS rpr,/�J %i " rAPPUCABI£ r' r + I 1 r; / I t!r r :•i/!,r EDGE OF '/�'r EXISTING +I li ___;!'r! /Jfj'/ /i ;/ r f s ;` rJ SLAB 11 '/ ! /J`/,,•.!// GLASS—.: EOGE aF 1. /! I r/ {,i rl v '' /r' ',; r /�r , I i / :i / APPUCABLE �'i/'%;"J E•o •. SLAB IF I/ ;r i i/2�' .f1 r !; of /i/ ; / /,, f APPLICABLE /SEPx'wXV ,' ,'.0.,. •' .Q.',,' i / /,F / S IF %"'' TO MARS J %%,r/ // `.%;` ;�J',rr.r/,//.%'' CABLE POURED E.D. CONCRETE FLAT POUREDj Z_ HEAD CONCRETE ANCHORS J O OD E ON + RED 1 OR T��CO CRETE /! A! REQUIRED (SEE SCHEDULE ON SHEET 14) ON OR S 1s FOR FLAT HEAD CONCRETE ANCHORS REQUIRED 13/D6lD e+Q REQUIRED D. 0.* (SEE SCHEDULE ON SHEET 14) ') TRENCH INSTALLATION 1QD ONLY FOR UP TO +70, -75 PSF A.S.D. (D HV FLOOR INSTALLATION OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER (G HV CEILING INSTALLATION SCHEDULE g3. SHEET 11 EXISONO l yyARO T--^'— CONCRETE ANCHORS M TO --O ��- 1 �y�s. 1 SCHEDULE ON SHEET 15) 1/4'e RW eLmpIX TMC1k1 W/ a''SNEEr 117 I 0— T { EXISTING,,,�— y OLDOY OR �SSS-� YM.YPNUT1311n QAY3 ,I V 1 EXGLTANSS—I�--- I F J-7p TECHN /44' Pow II/a" GLASS I lr tSEE Sf3,FDl2L aY tAFET it) -"-' 1 I SG•Awnm+ro t 3/ EDNENT O V ANCHORS W/ MAX. CM��^F ON 1') I as FORTO G-0'SPIN MTI p O.C.FOR SPANS LV2GOR THAN i i r� V. 1/4* 1 5-O"UP TO.-O'MIX.VIMD (^� I I{ 1 1 I I rMAX. / SEYANT AT EYL9 FAST� 1IOx3/4'HIX�;q:r 1EETt NoiE3/$'OR 54EFT tt FOR lltHTWASHER NEAP I I TEK SCREWS / r COM.SFAWJT--^" .,�„� . 7 B' +� t2”D.C. / i! ' 8 {i l 1 •uA %;/r. HEX HEAD-11 i t1 1 3/B' l J !r" TEK SCREWS®9'O.C. + ____ gl4x3j4•S.OS. f 1 I {'{ , •%11 1/4--20x3/4'SS MS #14.3/4' I CONCRETE ANCHORS _ 7 3/ �/ r - ,_ i i {+ 1/4' (`, jj/f../• 1/4 1/4'R-20 NUTS oft 1/4'0-20 S.S.M.S. { L„ 7"" ��� ! a 9'0.C. -- _ Max. 1'{% " ;//�/.' O 12'O.C. W/NLA 0 9.O.C. (SEE SCHEDULE ON 1/2 -i j SHEET 14) I •.i'' EXISTING NON STRUCTURAL - 17 oR 18 1 jq" 1• ! / 17 18 ).. E.D. SILT.) C r . 2.00'MIN. WAIL TRIM DECORATNE EDGE OF j ) SLAB IF ' f i 74x3/4'F.H.5.0.5. MIN. —POURED CONCRETE t 1 7/8":"---1 7/B" APPLICABLE RE9uwEP 1 CONCRETE ANCHORS SEE NOTE 13(D) —""2 POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 •' OR CONCRETE BLOCK REQUIRED REQUIRED M KEYSTONE MOUNTI OPTIONAL POURED � OM �N� t/ HV WALL FLOOR INSTALLATION t{y WALL WALK—OVER INSTALLATION 1M70MUM ASA.RSp PRESSURE +s4;72 Pxr LWIIQN CONCRETE UN4TIUM SHUTTER SPtN 8'-0• REQU7RE0 GJ J�V RAiNGLIARD INSTALLATION t EM, t THIS SHALL ASSEMBLY OADAJACCENT E ANUOPERABLEEEXIT BLADE MIA ONNS OF 19 �- NOTE FOR COMBINATION OF SECTIONS: •E D.=EDC,E DISTANCE REMOVABLE WHEN PERFORMED L�--USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) INSTALLATION DETAILS W/ Q HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED SHEET IN ANY WAY TO SUIT ANY INSTALLATION. 17TIF E1 A. F '"' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 4,4`�.••'•••1GEly ✓': 42017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM 0.4 IL A A Accordion Shutter System EGO �N�. ttv.BLADE#1 w/OR w/o H.0 wlrDav e(aoE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCgJPTION DATE DRAWN ITT: L.C. Association, Inc. 1 OLD 15-055 7/27/1 MSE: 07/27/17 Jot( 5)54.304.NR To.:(305),,AORTIA 131 Phone:(365)871-1530.Fax:(J05j871-7531 t Pal Beach, Drive a DRAWING No S��HQL� I! R-mcE Ouec6719 cam West Palm Beach, FL 33407 s 17-107 7�)07 gw r/rilF EB-66D6719 WALTER A.TILUT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc /44757 4 SHEET s 7 OF 20 I __ SEE-END WALL CONN ILS ON SHEUS 10 & 18 SEE NOTES ON LOCKING RODS@.HV LOCKS(D or @ AND ALTERNATE HV LOCK @ ON SHEET S. Fo-u-TO FI-N-] –EXISTING GLASS INSTALLATIONS W/ d) HV MADE SLACK DETAL HVF IS VAUD FOR&L oo�� BLADE .W/ HV CENTERMATES BLADED@.@- 22) OR (23 SEE END WALL CONNECTION 6-6.@-(D.@- EXISTING GLASS DETAILS ON SHEETS 10 & &0F @-0- - ----------------------L----------------------- -- 7- 2-x2-xl/S'XO'-2 @-@-@- (6063-Te ALLOY)ALUM 1/2' OPPOSING SYMMETRYCAL ANGLEW 1/4"0 TAPCON N�TERAT�ES ZS CONC —E MIN.SEPARATION ANCH R TO CENTERMATES (To TTOM) S.M.S. or k5 V LOC OF (TOP/BOTTOM} 11093/4 .0 12' W/ HV LQ K W-' H K TO GLASS (4)#10.1/2-S. 3.TO TUB O.C.FULL LENOW. (SEE SCHEDULE S.M.S. To TUB AT EACH ANGUE.( r2h ON SHEET 11) 5 —IF N--] ----- --- ----- - - 5 a, 1/2 03 2- Q'aV. L j FO—UT-] HVIC HVQ POUREDCONCRETEOR HVA EXISTING GLASS CONCRETE BLOCK WALL 10+0 REQ SYMMETRICAL–––––– F----- _7D @ 0.@-Q) @) 0 0 0 MIN.SEPARATION GffNG EXSn CENTER I GLASS rr*�- S 2 IN SCHEDULE r _j GLASS -@ (SEE D W/ HV LOCK 6* OPTIONAL SHEET INTERIOR) ON (IN WIN. L�.7N oo(�- �O GLASS OPTIONAL " , (SEE SCHEDULE —-—-—- —-—-—- Ch�!ESVARIES T (INTERIOR) —-—-—-—-— ON SKI CONCRETE ANCHORS 0 L le.D.C. 03 6 1/2-MAX.SLACK 3 97 Le Fo—uf (EXTERIOR) HVE BVF** .HVD OUT FLORIDA BUILDING CODE(!on High Velocity Hurricane Zone" 02017 TILTECOL INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA H-V--TT, A.S.S.A. Accordion Shutter System T70, ECOm,. FLV. MAX#1 W/CR W10 HY.WINDOW RAM American Shutter Systems REV.No DIESCRIPTION DATC DRAWN BY. L.C. TICCIT TESTING & ENGINEERING COMPANY I OLD 15-Oa5 07127/17 DATE: 07/12L/117 Association, Inc. ING 4268 Westroads Drive 2 �41 St.,Ste.3M MGM COWENS.FLORW 3315E Phone (305)S71-1530.Fax:(305)871-1531 — O_mal,:t'jtCo*ooL"M West Palm Beach, FL 33407 3 07 ES-0006719 17-107 4 MAL EV 01"' WALTER x'nuff Jr.P.E. FLORIDA LIC.f"167 5 SHEET P.E. SEAL/SIGNATURE/DATE 8,,,- OF 20 ALTERNATE INSTALLATION W "T" LOC V EFEAE 'IT- LOCKS C E S 8 9 LOCKERS HV BLADE SLY END CONNECTION DETAIL ON SHEETS 10 & to INSTALLATION C1) HV BLADE LOUT IN] BLADE 0$LACK DETAX INF,MOGTEtl tlN SHEE B W/ HD CENTERMATES�. AS WELL AS UNNFASAL FLOATING 81ME(j DETA'L HOD-}LVD. MQw©•�wa 10.�a INOMATED ON THIS SHEET,WY 6E USED WI171 THIS ALTERNA 'MALLATION DETAIL HVG SHOWN IN THI-S SNEEr. ` , END WAEL CQNNECt'ION I 0* w 1(� DETAIL OH 5HEEtS 10 k 78 (6083-16 ALL"AAiRt w35 y; 35 t ANGIL w/(z)V4v TAxoN 3,w '83 (OPTIOW)(IO } IKMORSP/80TI11 IE -.--_...._____-.-_--..-_.-_-_-^ (4)/IO.I/2-SS0!L TO TIIBE i /10..T.4'SA La a1 Q. ----------'_�k ---^--- (N (4)KV. - IN 3 AT EACH AYGLE.(IYP) 0�• (4)H.Y. Yet SEPAReigN ,'c, 30 HV "T" PMS(1YP.j e s 7 7/4. PINS(1Y1 $ 3 LOCK (INSIDE) 1 i — — — •----------- — — - — -7--- — t 28 2 7 t t - z 3/4 - __--- 3OUT 31 DN 32 33 31 DRQ J 31 oR 31 oR 2 3 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (opnaw*a} *SEE NOTE 8 FOR HY LOCK®. / / 3/32" OUT HbC-'LING+ W 7 8"0 x WINGNUT. (OPOONAL) r LOCK,ON SHEET 5. ('�* SYMMETRICAL HO CENTERMATES SYMMETRICAL HD C�ENTERMATES k J HV "T" LOCK (OUTSIDE} HYLA`* W/ Q! LOCK (EXTERIOR) W/ Ci�N LOCK (jNTERIOR) t SERt£S 9u4 AELDNNAL (2024-T3 ALLOT)UE WN LARGE FLANG ®w©•�w�a 10•�°' 91EET NUISERT, PART 1 0820. 10 AS LIANUFAMIRED BYAVOEL CHERRY v � TEKTORN.PARSIPPEHY.NEW JERSEY ©•Q.©a©•lel• a 07054 OR EQUAL .®a `•®w®.�7 a $ Gay&6Jw1Q dap — — - _ (D * rm .. . 3 i SEE m M.LocwNo Ravi(20 w®LOGS ON sNLT.TT s Uf-vm-L ROArAo mAmOrctAR Nm-wo 6 �v YALO FOR AL.CFNTERA TU APR1GTgxS WPM 6LADE(D HDD—HVD*� FLOATING STACK IL))�Ireassnu���e EA A T FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zane ............... +~ d 2017 EASTERN METAL.SUPPLY. INC. sl '•�,\C+EIV ' ✓�_ ozo17 nLTEco.INC.o•4 LsF ■ ��.�■ BERTHA ter TMS $ I L E C O �N�. Accordion Shutter System KV. RADE#1 W/OR W/0 N.V.WNDC1W RADE ' % TILUT TESTING g ENGINEERING COMPANY American Shutter Systems EV.H DESCRIPTION DATE DRAWN BY: L.C. `. Off•, �'Q E 85 Association, Inc. i OLA 15-088 7/27/1 DATE 07/27/17 �y 1A 83R.W.361h.SL,$k.305.VMCHA CAROM FLORIN,3376 4268 Westroods Drive z Pham:(305)871-1530.F..:(305)671-1531 DRAWING No "t '�\ ((1 -0:Vh..O..Lco West Palm Beach, FL 33407 3 ANAL� 7AFL(i WALTER A T1AJT Jr.P.E. a ��110 47 ••��" rrN7' FLORIDA U.B 44167 5 SHEET F.E. SEAL/SIGNATURE/DATE 8 9 OF 20 f — POURED CONCRETE POURED CONCRETE OUR ED CONCRETE POURED CONCRETE OR ! OR CONCRETE OR CONCRETE OR CONCRETE V--'-----/•\ RCONCRETE EQUIRED BLOCK WALL BLOCK WALL REQUIRED (.' BLOCK WALL REQUIRED ,�+ - BLOCK WALL REQUIRED TEXISTING GLASS j EXISTING GLASS CONCRETE ANCHOR' EXISTING GLASS !� f` / — y/' _ �. 2•MiN, EXISTING GLASS a 16 O.C. _ _ !) �1 / r '2'MIN., . 1 %' TAN. ASS(SEE / .1= 1 % / TO GLASS(SEE / MA SEPARATION % ! I t I MN.SEPARATION I / St2FDULE av SHEET / HE IEE O{SEE �` MW.SEPARATION EQ ED! TO L3ASS{SEE I s,, T,FOR E3U Q�AVO SCHEOtftE ! /� I�' Ta MASS(SEE SCHEDULE ON StiFEi 1/16-x3-MAX. ON SHEET 19 FOR ' / r1 FOR 61ADE QAND ' ,�I SCHM LE ON SHEET 11 FOR 6VOE(DAND (6063-T6)CONT. BLADES ON SHEET,9 FOR 41 TOR auwE Arm {LOCATE N SHEET 19 FOR AT ' _�I ON O&FOR ALUM.CLOSER i 2' 1 ` ��(�& BLADES & 'OF SIDE 01 PLATE. ((LOCATE / _-- OF EITHER} AT E1THEo SIDE MIN ( ' 1/2"MIN, O) i ♦USE LI OR 2•MAX. I i �y j1Oxi/2'S.M.S. ( ( ' __�.s� (AL ANUM CUP a"s0'-Y ` _ #lOxt/2'S. S. _—_ 3 a 16.O.C. 1 __,,,___ ALUMINUM CUP ANGLE ® 16.O.C. �- ,,_-.,, (6063-T6 ALLOY)AT MIDHEIGHT II a (2)1/4-1TA2PCONs ANCHOORS TO ` WALL AT 1.O.C.{LOCATE AT SEE DETAIL%FO ' OR EITHER SIDE OF®) ) OR �� �J .... SIDE CONNECTION } OR SEE DETAIL X FOR } QR • TO TRACKS SIDE CONNECTION R.(6)-(7).a� to•�'e• SEE DETAIL X F Q 6 7 e+6 10 10e® 6- 7-a 10 w TO TRACKS a 6 7 a g p. SIDE CONNECTION t�°•O© p©(�'�®f�'•® � (�0•�®^,©.�(��'®•©®a s w�w�.�,©.©" TO TRACKS 10��^+©•�®•�' \:,/•�•NJ'•'L/•�•�' l:/•�.'.A•©RS.�•l:./•N9'" �'®°'�•'L°r'�:J•'R/� �'®°"�•`LJ"'V•�°' ©•��®•®�®•�a ®•oac�•a��•�n o•®a�•�ac�•o��•� o•®ate-��c�-���� IL DE CONNECTION ND CONNEN TA3 SND CONNECTION ETAIL D4 END CONNECTION DETAIL d ENQ CONNECTION DETAIL 2Q EQ •FREQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR • f LOCK WALL EXISTING CONCRETE B f — EXISTING GLASS ��' f/� REQUIRED GLASS Q SON 1Q10x1/Y S.M. TQ 6xass(SEE / a ts-oc. HM,sEPNunaN Y "----- ON SHEET M CLASS(SEE _� -__---__- _ T@ OR$)ORIBOR ?, 1111 F�O�BPDE©AND CONCRETE j' 11/2•MIN. S�g�ONS ON SRFET 19 FOR ANCHOR o—� \ - ii FC(i BADE®M'D L______ __ } OR 3 OR'I OR BPOES 0 Qg'} 12.O.C. •' ON SHEET 19 FOR 4 I -- CONCRETE` --` S i &!ROES Q&(2 L---- - OR(p ANCHOR EO I I �/4^�,} ®� ,__ 1/2• MIN. ___ - - } `✓ -17---/'.. F) OR®OROGR ED 2"MIN.; ♦ SEE UMRASONS OF USE FOR ������� y 2•MIN.�; : !! BLADE t�}ON SHEET 19 ( ORQOR�ORlOR@ _L2E-1S..,._ S f � 1 OR �' I PLA DETAIL X 7 OR ®� �a©•��a 1D.�w POURED CONCRETE OR ` I 4@RO•Q°'©p�a1Q•�" 10-��arD•�I�.cf,�a ND INSTALLATION CONCRETE BLOCK WALL 10.�®a®•�t:/•®o. 6 7 6 7 REQUIRED U•Q•Q�O•C?•d�� �HV BLADE 0---R—g HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETANEC T 0 ® ®® FLORIDA BUILDING CODE(Nan Nigh VelocityHurricane Zone 02017 TLLTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHANVTM ? 1 L E C O1117\ A.S,s.A, Accordion Shutter System NV.BLADE#1 W/OR W/o H.Y.WINDOW BLADE American shutter Systems ILV.N OESCRDTON DATE DRAWN BY: LC. TILL.IT TESTING & ENGINEERING COMPANY Associations, Inc. 1 OLO 15-095 RZLY2 DATE: 07/27/17 6355 HW.3591 SL,Ste.305,'ARCM GARDENS,FLORIDA 33T6 Phone:(305)671-1930.Fcx:(305)671-1531 4268 Westroods Drive 2 '�••y•g.. a--A:tat—ft .wm West Palm Beach, FL 33407 3 DR�7 Gj°7 it NAL 1" .ANTI WALTER A TRW J,P.E 4 fff"" FLORIDA Uc.p 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS _ _INSTALLATION LEGEND NOTES: CENTERMATES ® & or or INSTALLATIONS W/ W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or ® or or ., g W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK(9 W/ NO LOCKING RODS or ONE HV LOCK or(b or OR 'N/ NO LOCKING WALL A. B, C, D. E. M, N, 0, P, 0, L-: MAX. LGN PRESSURE SPAN FOR A GIVEN NEGATIVE CENTERMA 2$ 29 W/ ONE W/ NO LOCKING RODS AS.D. DESIGN PRESSURE RAriNG. ODS MOUNTING F. K & L R, S, & Y. "T" LOCK 30 W/TWO LOOK NG (SEE NOTES t,it) (VAUD FOR MOUNTING (g) (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 tN�TrrO7777P��GG&+BOTTOM EE A� SHEET 7) FLOOR/CEILING G H, I, 11, J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: CONCR2 3t N90 INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING Mnwuw UmwcN ATIO A5 0.n.va INSTALLATIONS & M ASA.DESIGN DETERMINE GIVEN A SMAXIMUMSSPANE1t FROM SCHEDULE. PRESSURE WALL MOUNTING FLOOR/CEILING um WALL MOUNTING P t1WRjCEtUNc 1x011rmKG RATING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. (P+t) MOUNTING' ROOR/CEllxNG MOUNTING (o-7.I OR �i�+ tr OR-) t*OR-) FLOOR WAL MOUNRND DETERMINE MAXIMUM SPAN "L-'FROM SCHEDULE. L+ (N) L-(oj L+ (5) L-(II) L+ (8) L-(ft) 1# (R) L-(ft) 0 MAXIMUM SHUTTER SPAN -L+-OR"L--"FOR 3Q OR !E 76-0" 16'-O' 76'-0' i6'-0' 30 t6'-0' i6'-0" 30 t6'-0' 16'-0" INSTALLATIONS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN 5 EQUAL TO THE 105 PSI.A.S.D.DESIGN PRESSURE RAT MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L-'. 35 - - 15-2" I6'-O" 35 14'-10" 14'-70- 35 15'-2' 16'-10' r6O 13-10" 13'-i0' 14'-2' 15'-2' 40 13'-70" 13'-10' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR - 3 — 45 13'-1" 13'-1' 45 13'-4" 14'-3' 'I' HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 12'-5' 12'-5' 12'-8' 13'-Y 54 i2'-5' 12'-5' S0 t2'-3' 13'-i" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Ytf FLOORfCEIUNG MOUNTINGS: 11'-10" 11'-10' 12'-1' 12'-11' 55 11•-10" 11'-10' 55 11'-1' 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE NOTE 5,SHEET 5. 77'-7" 12'-4' 60 tt'-4" it'-4' 6p 70'-2` t0"-17" RATING: 10'-10" 10'-10' 11'-1' 11'-11" fi5 10'-10" 10'-10" fi5 9'-5' 10'-t' DETERMINE: 70"-b" 10"-6' 10-9it'-5" 74 TO'-6' t0'-6" 70 8'-9' g-4` L1+= MAX.SPAR FOR WALL MOUNTING INSTALlAAONS. 75 - 8'-9' 2+= ATION PANFOR FLOOR/CEILING MOUNTING 10'-1- 10'-1- 10'-4- 11'-1' 75 10'-t" 10'-1" 'ftEXCEPT THAT MAXIMUM SHUTTER 80 9`-10' 9-10' t0'-0" 10'-980 9"-10- 9"-10' SPAN'L+OR'L-'AND MAXIMUM A.S.D. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE $5 9'-6' 9'-6' 9'-9' 10'-5' 85 9'-b' 9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3' 9'-5' 10'-7' 94 9'-3' 9'-3" OR CONCRETE BLOCK SWILL BE LIMITED AS FOLLOWS: DETERMINE: " 95 95 9-O' 8'-9' 9'-2' 9'-109•-O' 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING U-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 8'-9- 8'-4" LIMITED TO +64,-72 P.s.f. AND 8'-0' SPAN, SEE L2-- MAX.SPAN FOR FLOOR/CEILING MOUNTING 140 8'-9- 8'-4' 9'-0- -10 95 MOUNTING M@ ON SHEET 7. INSTALLATIONS. 105 W-7- 7"-11" 8'-9' 9'-4" 105 W-7' 7'-7t" 110 8'-4" 7'-7' 8'-7' 9'-2" 110 8'-4' 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 715 8'-2• T-3' 8'-4' 8'-tt' T15 8'-2- 7'-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'U+; 'L2+'. 11-'AND'L2-' 120 8'-0' 6'-11' 8'-2' 8'-9' 120 8'-0' 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7"-t0' 6'-8' 8'-0' 8'-5' 125 7'-10' V-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 130 7'-8' 6'-5" WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r-7- W-2' 7'-9' 7'-9' 135 7'-7' 6'-2' SPACING. 140 7'-5` s'-11- 7'-7' 7'-6' tan 7'-5' 5'-11" ASTM E-1996 SEPARATION 145 7'-3' S`-9' 7'-5- 7'-3" 145 7'-3' 5'-9' TO CLASS 150 7'-2' 5'-7' 7'-4' 7'-0' 150 T-2" 5'-7" 155 7'-0- s^s1 r-2' 1 6-9- 155 r-D' s-5" 1 THRU 3 1" 160 6'-I1' S'-2" 7'-1" 1 6'-7- 160 6'-11' 5'-2' 165 6'-70' S'-}' 7'-0' 6'-4" 165 6•-10' 170 6'-9" 4'-11' 6'-ti' 6'-2" 170 6'-9" 175 6'-7' 4'-9- 6'-9' 6'-0" 175 W-7' �'^� B LA D E 184 6'-6' 4'-8' \ 185 6'-5" 4'-6' 6'-7- 25'-1 185 6•-5- 4'-6" 990 6'-4' 4'-5' 6•-6' 190 6'-4' 4'-5" 195 6'^J' 4"-3' 6'-5' 195 6'-3' 4'-3' 200 6'-2' -4' "'245 W-1' a'-1' 6'^3' 205 6'-1" tN _ FLORIDA BUILDING CODE(Non High Velocity Hurricone Zane 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. ERTHANVTM Accordion Shutter Systemstem E�CO .� � A.S.&AL V. BLADE#1 W/OR W/O H.V.WHIM BLADE ,,�,� `� American Shutter' Systems EV.N DESCRIPTION DATE DRAWN 8Y:M&Y. LG. llb' TILLIT TESTING & ENGINEERING COMPANY Assaciotione Inc. 1 OLD t5-085 DATE.- 07/27/17 9 •./- ;' ,,� 6355 ILIO.36U,St.,Ste.M.NR04 A GARDENS,FLORIDA 33i T/27f1 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No e- 11:6Recoaacll— West Palm Beach, FL 33407 3 ES-0006719 " ��`�tYA��NV•tri WALTER A TIWT Jr.P.E. 4 17-107E. .•• FLORIDA Uc.#44167 5 SHEET P.E. SEAL/S1G�ATURE/DATE 6 1 I OF 20 :m:I oil OREU01IJ III Olen en •, ' •W ii MKOJ30010IN Cil .•• 4i• .7: :1•. MEN [[4, � ..r. .- rt DDS®mI���OQ7m®m��F 3QJ�t I®m�mmOMO©mom{ I �0�®Q1mmQ Q�i7�©m��tl� • , uammo"Mm"omma000aEmEX""KA®..." 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SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES Am "*K PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSrALAMONS (SEE MOUNTINGS E G,&H ON SHEETS 6&7) !.ANCHORS TO SUBSTRATE SHALL 8E AS FOLLOWS: POUTED 0017CNET£/ TE BLOCK POURED LATE (A) TO EXISTING POURED CONCRETE(Win.rc-3 kxi) O f WALL S3[l MOUNTING G CEILING MOUNTING d FLOOR MOUNTING -t/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILDE X.(Min.Vo=3 ks1) IPDA ANCHORS SPACING LEGEND 1/4"O x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.Mc 3 Isi) (8) OESGN tECNM1E PRE551HE MRYG DWWI N rAn PfIMM R"WG .OE.9N8I NEGATIVE PRISM 1 f4"0 B TAO CONCRETE-ANCHORS W/CAP AS MANUFACTURED BY,FLORIDA FASTENERS DIRECT,INC.{Min.1-2 k9I) TAPCON OR _ 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED 13Y ALL POINTS SCREW,BOLT&SPECIALTY 30 4p 60 75 90 12011601265 30 40 60 75 90 120 160 205 30 40 6D 75 90 120 160 205 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 8 8 e 5S 14 12 10 9 8 8 6 6 14 12 TO 9 0 8 s 6 THREADFORM TECHNOLOGY (A6rt rc o 3 ksi) 3'-0" 14 12 iD 9 8 8 6 6 14 12 10 9 $ $ 6 6 14 i2 50 9 8 0 6 6 ALL POINTS SCUD-SET OR 14 12 10 9 8 8 6 6 14 12 10 9 B 6 6 b 14 12 10 9 0 8 6 S BLUE TAP W/CAP NOTES: 14 i2 1a 9 e 8 8 7 14 12 to 9 8 8 6 6 14 12 to 9 6 8 6 6 TFFPETi+ At) -NUM EMBEDMENT INTO POURED CONCRETE OF TAPCON B TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 ID 9 8 715.513.5114 12 10 9 e 8 6 6 14 12 10 9 0 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 14 t2 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5S 14 12 10 9 S e b 4 14 12 1a 9 8 8 6 aS 14 i2 1 9 s 6 4 a5 A2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 6 6 14.5114 12 10 9 8 8 6 5.5 14 12 10 9 0 0 6 4.5 INTO STUCCO SHALL BE PERMITTED, 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1J2'LONG MINIMUM SHOULD STUCCO •SEE tIMtTATt0t15 OF t6E TOR 14 12 10 9 7.5 5.512L51- 14 12 10 9 8 8 6 5 14 12 10 9 8 1 S5 4 g� A ON SNR1'.1 t9 13(157.AND t"MINIMUM idlR WALLS WITH NO STUCCO. 5,^O" 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5S 14 12 10 9 0 i4 12 10 9 8 7 4 - 14 12 10 9 8 6S 5 3S 14 12 t0 $ 6.5 5 3S 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE F7tiSTiNo WALL OR FLOOR, 14 12 10 9 B 7.5 4.5 - 14 12 10 9 8 8 6 4S 14 12 10 9 8 6 4.s .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 8.S 4,5 - - 14 12 10 9 8 75 SS 4 14 12 10 9 0 6 4.5 35 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" 14 12 t0 9 8 8 6 -- 14 12 10 9 6 8 6 5 14 10 9 8 6.5 5 3_5 INSTALLATION TIRO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7.5 5.5 J - 14 12 10 0.5 7 5S 4 3 14 12 8 6.5 5.5 4 3 14 12 10 9 8 s - - 14 12 10 9 8 b.5 5 3.75 14 12 10 $.5 6 5 4 - (B) TO EXISTING CONCRETE BLOCK:{ASTM C-90) 14 12 8 6.5 5.5 3 - - to 12 10 9 8 55 45 JS 14 12 10 8 7 5 3.5 3 ^ 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, MANUFACTURED BY I.T.W.BUILDER. 14 /2 f0 9 8 s - - 14 12 10 9 8 7 5 4 14 12 AO 9 7.5 55 4 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' 14 12 10 8 ISS 4 - - 14 i2 H 7.5 6 4.5 3.5 - 14 7 SS 4,5 3S - - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 72 10 8S 7 a - 14 72 10 9 7.5 S.S a - 14 1 9 7 7.5 4.S - - - 1/4'0 TAPPER+ANCHORS A5 MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 ii 7 54 45 - - 14 12 10 9 75 5S 4 - 14 12 9 7 6 4.5 3 - COMPANY OR ANY OTHER APPROVED LICENSE}OR AUTHORIZED VENDOR REGISTERED WIN THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'^0" 14 12 10 9 8 $5 - - 14 12 70 9 6 6 4 - 14 12 10 8 BS 5 JS = NOTES: 14 t2 05 7 5.5 3 - - t4 72 8 6S SS 4 3 - 2S 9S 6 5 4 3 @.i)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAIPCON,BLUE TAP WJ CAP ANCHORS AND TAPPER+ANCHORS IS i 1/4'AND TAPCON 14 12 9.5 7S 8 - 74 t2 9.5 0 B5 5 - - 14 12 8 8 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". SJ 95 65 5 3.5 - - - 14 12 t0 6 8.5 5 - - 14 12 6 6.5 5 4 - - 14 12 10 9 8 - - - 14 12 10 9 7.5 4.5 - - 14 12 85 7 5.5 a - - 0.2)MINIUM EMBEDMENT Of iJ4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9'-0 14 11.5-f 6 4 - 14 11 7 55 5 15 - - 11 8 5S 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO i4 t2 6 6S 4.5 - - 14 12 E 7 5.5 4 - - 14 10.5 7 5.5 6 45 - EKST,AND Y MINIMUM FOR WALLS WITH NO STUCCO. 15 0.5 14 12 9 7 8 4.5 - - 14 11 7 5.5 4-9 3.5 t4 t2 t0 9 7S - - - 14 t2 10 8 Ks 5 - - 14 12 B 5 5 4 - - 83)IN CASE THAT PRECAST STCW-PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 tO.S 7 5 34 - - - 13 95 ISS 5 4 3 - - 10 75 5 4 3 - - - ANCHORS SHAH BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON I tt 75 55 - - - - 14 114 9 6 5 4 - - 25 85 6 5 4 4 - - NOTA 8.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL SNB CONSULT THIS ENGINEER t0.5 8 5 - 14 t2 8 6,515.514 - - 13 10 ISS 5 4 3 - - FOR INSTAt1A71ON INTO EIFS WTN METAL STUB SEE SHEET 20. N- 12 10 - - - - tt 12 e 7 8 4.5 - - 14 10.5 7 5.5 45 35 - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. I 1-0" 2S 9S 5 - 12 9 6 4.5 4 3 - - 9 7 45 3.5 3 - - - () 14 10 7 - - - 14 105 7 5.5 45 - - - 11,51115 55 45 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. - - 14 11.5 as 6 5 - - - f2 9 8 4.5 a - - t=OGt�D(STANCE VERSUS SPACING SCHEDULE FOR ANCHORS• 12'-0" 1i 12 t0 - - - - - t4 t2 8 8.5 54 - - ^ /3 10 8.5 5 4 - - 11S 65 4.5 - 1r 8 54 4 3.5 - - 8 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3.5 9.5 6 - - - - t3 4.5 6.S 5 4 - - - 6.5 8 5 < - - - - BY REDUCED MULTIFSPACING BLYING ITAINEDNG OUSING VN NFACTOR SHALL NOT BE LESS LE ETY THE NTHAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 9 6.5 - - - - 14 10.5 7 S.5 4.5 - - - 11 8.5 55 4.5 3,5 - - - 13'-0' 14 12 - - - _ - 14 11.5 74 6 5 = _ - 12 9 6 4.5 4 - - - FACTOR as 6 - - - - - io 75 5 4 3 - 75 s4 4 3 ACTUAL TAPOON WITH ADVANCED TAPPER t EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP 125 0.5 - - - _ _ _ 12 9 6 45 4 - - - 9.9 7 5 4 _ _ _ _ 1 NV ,-,_ �� DICTANCE THREADFORM TECHNOLOGY J MIN.SPACING 8 s - - - - 13 95 6.5 5 - - - - OS 7.5 5 4 - - - - �DE ED MIN.SPACING-3" MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING-3" 3 3/4' 4' 14'-0" 14 12 - - - _ - 14 10.5 7 ,5 _ - it BS 55 45 - - - /4 75 - - - 9 7 4S !.5 - - 7 5 35 3 - NV BLADE POURED CONCRETE& TxllE�n 073CRkfE nztaaTE eaoG POURED CONCRETE& POURED CONCRETE&PaxffD OCE EtE oa1a�1E em 115 B - 71 8 5.5 4.5 - - - 9 BS 45 - _ _ _ V O CONCRETE BLOCK 1R.E0.=3 I/Y M71 EA"2 IJY CONCRETE BLOCK CONCRETE BLOCK LW E-0."3 1/2"MK E0..21/2" MN.ED..Y MN.E0.•J 1 MN E0.•Y 7,y - - - - - - 12 1 9 6 - - - - 94 7 4.5 - - - - - 3• 1A 0.80 1.0 0.78 110 0.84 1.0 15'-0" 14 - - - - - J56-'5 bs - - - - 0.5 $ 5 - - - - - BLADE WORKING 2 1/2" - 0.81 1.0 - 0.67 1.0 g - ]!]PEP- - - - 4 - - - - 6.5 5 3 - - - - - iN UNISONO5 - - - - 8.5 6 2" 0.71 - - 0.51 - 7 - _ 55 - - - - 9 s5 t5 - - - - 1 3/4" - 0.91 - - - 0.4 _ _ _ _ _ _ 6 _ _ _ _ _ 10 7.5 5 _ - _ _ _ _4.5 3 - - - - 1 1 2" 0.35 6 4 - - - - FLORIDA BUILDING CODE{Non Nigh Velocity Hurricane Zone `i'1111�p,�'�``��A�T//,� 82017 RLTECO,I _ ®2017 EASTERN METAL SUPPLY, INC. T` `•A 'Y' `L A S A BERTHA te TM �'= Accordion Shutter System TETE C O .NG. ■ * ` o. H.V. RADE#1 W/OR W/0 KV.\MNDOW MADE i� R , American Shutter S stems c7 l,/ TILLIT TESTING & ENGINEERING COMPANY y EV.H DESCRIPTION DATE DRAWN BY: LC. E% r�% dF * , 8355 NW.u-St.Se.30S,NRUTA GAR100.FLORIDA 3N ASSOCiCtiOn, Inc. 1 OLD 15-085 7/27/1 OAtE 07/27/17 �r'rt�•----- Phone (305)871-1530.Fax:(30.5)871-1531 4269 Westroods Drive 2 DRAWING No �+ Q/glpp tt4-4 i1` e- G.3:17tecoo-l.com West Palm Beach, FL 33407 3EB- i'_107 yS'S•tl^•,.....,. �`�v111i WALTERA'TILLIT Jr.P.E. t VN r FLORIDA Uc.@ 44167 5 SHEET P.E.IS6t itt# f DATE 6 13 OF 20 a ,*: .fi •: itX� 1114: :� :111 ::1. - „-'�� :�I �: • :al = .Y: :1�� a 000mm�mIomomm���oc�ommm��mm000mo�m� . [{>.631I1[�dlfddiE#�if�Lf�Q�]��QDi7!/QF�QmE;�E�©E�dE! d -. • � KAI Q�®DE=Od[7d®®dif3®�3�Q pQpQQQQDpQpQ ddddddp�pE# 6�®[0�7dddd fE#I®®fE3�7fai�d QQQDQQE�3R!dddd�©d0 R�dmOdl70dQ®63ik�DEF7QmQD000MM MME M Haid" m®0 K:#[Ndd0�iif3�lmd Q, ®QQQDQQ®®dddddd©dd [Lldi�f3ldd[31A Q®®iF�Df��[;•QQDQQDQFl�3©dOddddd ILlEARN dddQddiifdQd/31QQDQQEfiR=i�iE�ddddd©d m® dddd©d USERENlmK 1mmEf3F7E3nQ©QQQQdELGi©ddddE31d0 mUNIM "ddm®®EEEiOd[DnQDQQQQE C3F3rOdddddC! ®mQ0L710[lDOdfF# iE��F�i1E7000QQ�@nE�Oddd✓�El�iCr nENEM am O®®®iE7dd®®i�Qi�QQQQQdddddddd " Q!E313: dmmdddOdn QQDQ®OC/E�ddddd00 ®0:111193 idt3ld[!®®iHldf 3d�nQQQQQva�3nr0dddd©R©n KEAKIN dd""®ddmmEn QDDmFElonnOddddO©n n®{addd[�DiF�dt®>3EiQF�©E�QQQQQQQI�E�dE�ddddd ddmQdOd© OEM QDDDL�f ddO E�dddd�i®d Q®{�pOpdq®®tRQE�fOOEQ "INIMM"M 1 ,. IIIA �7- SII �it��3>II7rQddQDDEE3�dnndddd�©nnPSF A.S.D DESIGN n®dpC/dOn®®M®d®®nQQQOQQi7ddddddddd : RATING & FOR SPANS PER 63®iIllDSCHEDULE #3. SHEET 11 Q!®mEiOddn®i0E0112111d90nn F3rDDiE3aL9nn ddddd®nO M" Hill dnn®IEiFFiddEd3nC�F�D[�dOnnnE�QddaDpnn ' ®mOd" SEEM d� Im"MOE©i©0©d011A n03 - [a ml a31MdE111nnnAQDmEannnddddl3®nn ®m®""KA nEEMMM 3m®nnQQEflLL�3FF3nnnd©d�minnn s®KMERIM nMLE#[E111111dd®nnQQQQQQ®nddddddE�l� ' ¢!1®00dOnnmDLEiEM112 QDDF�3E�nnnF!©E3dm®nn [i3®mE�dnnn mlddddOnn QODdE3lnnn E31dd®dnnn ®dtoga Elddnn®mdddl7nn Qt�t3i�Ep�pnnn E3©ddnE€�nnn ' ®® pppd@MMMM©o®iQOfrQiOEQ�i�ol i�ddQa ©00 cry®�lE�odonmd�c=nnnnDDl�a�®nnoddddminnn � � � � � ®dddnnn n&]DMLE3minnn QQLaFElnnnn E�dmEF3Einnn n®DQdnOn mm�3dOdnn QQQQQdQn ddddddii3�i ��m! IMvann�© aovp�gid� npop�Q���Q©oao ��pdM MaIM D®�©db000A0mmmmmmod©WN ' ®®iLIE�OnnnEimmdnnnnDQdt�dnnnF3ddddnnn ¢#®Qn dQnnn dddmOnnn �!1®USSR nnIMMIdMdnnnQQlcaAlnnnn>vacldnann mdddnnnn MKAEf]©mnn�l QQQQQOnO ddE�dddO4 ®mimn�ovQam�R�o�nolid©ov��v�p�oo�a� ®clumna QL>0®done DF3�EAdnnnnddq]dnnnn 1330311131 ml103WE IES MnQQQQQmnn©dddE3EE3Cld ' MENEM nE ..K. nnnnQQ[l�dnnnnddLAE*7nnnn ®®OnnOnn MF3lnnnnnn©D[3nnnnn ddd[�nnnn wMannnnnmEF3L7mOnnnQEF3Efinnnnn©Qmnnnnn man n®dndt�®mnpa1�TLZ"}!bOnn©©Cl�3dnnnn ('! C !02017 TILTECO.INC. - III �I , American Shutter Systems --. .fTILLIT TESTING & ENGINEERING COMPANYlabon—(305)871-1530.Fla.-.(305)871-1511 4268 Westroads �3 055&W.36th.S�St.305VKGM GUM' FIOFIDA'�W[ Association. Inc. ' Drive' a—moil:bllecoftol­ West Palm Beach, FL 33407 0�_� mAxim uM ASD DESIGN PRESSURE RATING (R„g f,) A� ND CORRESPONDING MAXIMUM IMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN,PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTING$ON SHEETS 16&17). !!�ES i_.-.1 B T FZ;Z I. $ UTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN..G=0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN�cG O.So W/ W/ MIN. G=0.43 W MIN. G=0.36 MAXIM At SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL.MOUNTINGS B.O. WALL MOUNTINGS 8.0.WALL MOUNTINGS M, N, O & R W& X M, N, O & R W & )( M, N, Q & R W & X P & Q S&V S&V S&V Ir.7L1 NDa1a 1�rma 1;� pSTI lFLACE R139PE 6UD&(p) IIIR RTAtS R7S9tI TATO{{� (F931 MAQM tBSFF DQNG(F!) ssR T:tAT.L PPse>£ran{� aL�7BA1a�x e�AG T� asa i�4*t F8784 RiRG{Rt) aE�A 0H7u,1:F8351S PONT(jU) asX NmsePasS»t7nD� RYA RT/7tE H354TE A.'IC{p} 30 40 60 F75 90 05 30 40 60 75 90 05 30 j106 0 75 90 05 30 40 160175 90 OS 30 40 60 75 90 05 30 40 60 75 90 05.30 40 60 75 90 05.30 40 60 75 90 05.30 40 60 75 90 05,30 40 6075 90 05 112 i2 24 TO 4 8 8 6 b 6 fi 6 8 T2 9 8 8 6 6 6 b 6 6 T2 70 10 9 8 8 b 6 6 8 6 6 6 5 4 4 4 3 12 12 72 12 12 12 12 12 12 12 72 12 12 12 12 12 12 72 • 12 10 f0 9 B 8 6 6 616 6 6 72 9 B B 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 8 5 4 4 4 3 12 12 12 12 12 12 12 12112 12 12 12 12 12 72 12 12 12 • 12 70 t0 9 8 8 6 6 6 6 b 5.5 12 9 8 8 6 fi 6 6 6 5 t2 70 10 9 8 7 6 8 6 6 6 5 6 5 4 4 d 3 72 12 i2 72 12 12 72 i2 12 12 12 12 12 12 12 12 12 0.5 • 12 10 10 9 8 6.S 6 6 6 6 5.5 4.5 12 0 9 8 5 6 6 fi .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3S - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5• i2 iO t0 9 6.5 4 6 6 6 .S 4.5 d 12 9 6 3 6 6 6 5 4 3S 72 70 10 7 3S - 6 6 6 5 4 3.5 fi 5 4 4 - 12 12 12 12 12 72 12 12 12 12 /2 f0. 12 12 12 0.58.5 7.5 • 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 0 6 3.5 - 6 6 5 .S 3.5 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 I2 12 1.5 9 7.5&5 • 1210 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 4 - 66 4.5 d 3 3 12 10 4 3 - - 6 6 4S 4 3 3 6 5 3.5- - - 12 12 12 12 12 0. 12 /2 12 1 9.5 8.5 12 12 10 8 6.5 5.5• 12 10 7.5 4 - 6 6 5 4 3 - 12 3 - - 6 fi 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 ' 12 10 5.S - - - 6 6 4S- - - 12 5- - - b 5.5 3.5- - - 12 10 - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 • 12 10 4.5 - 6 64 - - 12 5- - 6 5 3.5- - - 12 10 - - - 6 5 3.5- - - 6 5 - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 1.57.5 6 5 4 • 72 10 - - - 6 6 - - - - 12 - - - 6 4.5 - - - - 12 .5 - - - - 6 4.5 - - - - 6 4.5 - - - 12 12 12 10. 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 S.5 4.5 4 ' 12 10 - 6 5.5 - - 12 - - 5.5 4.5 - - - - 12 7 - - - .5 4.5 - - - - 6 3 - - 12 12 12 9.5 6 6 12 12. 12 - _ - 6 _ _ _ _ 12 _ _ _ S _ _ _ _ _ t2 _ _ _ S _ _ _ _ - g _ _ _ _ 12 @ 11 9 75 5 12 i20' 12 - - - - 6 - - - - 12 - - 5 - - - - 11.5- - - - - 5 - - - - 6 - - - - - 12 12 10. 8.5 6.5 4 12 12 HV BLADE OR HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON~ ♦SFE uA%(A11DNs USE FGR RUDE Iii 0/�SNEET 18 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1,ANCHORS TO WALL.FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS: S.SUBSTRATE SMALL CONSIST OF THE FOLLOWING: -SOUTHERN PULE No.2 W/GW0.55(N.D.S) - 1/4.0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G=0.50(N.DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE IR NORM W/Gm0.43(N.OS.) EXCEPTIOlk SEE NOTE 2 BELOW. -SPRUCE PINE RR SOUTH W/G-0.36(NMS.) -MIN.1/2`COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL.CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS �INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORFLORA BUILDING CODE(Non High Velocity Hurricane Zone 02017 DL7EC0,INC. 042017 EASTERN METAL SUPPLY, INC. BERTHA HVTM i� Eco mc. A.S.S.A. Accordion Shutter System # H.v.BLADE#1 w/OR w/o H.v WINDOW ELADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.H4 DESCRIPTION DATE DRAWN Br: Lc Association, Inc. T OLD 15-085 7/27/1 DATE 07/27/17 8355 ILW.38th.SL,St,3D5.MRGWN GARDENS.FLORIDA 3316 {Q Phone:(305)871-1530.Fox:(305)871-1537 4268 Westroods Drive 2 DRAWING No _ ;•/{ p��tv,y44 �l o .Q:BltecM-000 o-L.om West Polm Beach, FL 33407 3 17-1{�7 1TLTT WALTER A DIL7 JrP.E.14 FLORIDA Ile.A 440 P.E. RE/DATE SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & iAA HV* BLADES AS APPLICABLE SHUTTER SPAN t OR L— FDR ! STALLAT O S I WOO WITH HV BLAD i ONLY SHALL WALL FINISH BE LIMITED 0 105.0 120. A.S.D. DESIGN SSU RATING, E SHEEI 19 FOR MAX SPAN & t 1/4-0 TAKEN OR ASD DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE & WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY y/. 1/4-0 TAPCON OR if W/1 1/2•Min.PENETRATION I� 5 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO ..{ Wf 1 1f2-Min.PENETRATION OF THREADED AREA TO EXISTING I NJN SG?ARATCN I I EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO�., ) OR 11 (SEE SCHEDULE ON SHEET 15) ,;' r/`t ! j Q t/4'O-20x3/4-S.S.MACHINE SCHEDULE ON SHO \ ` I } R}$ SCREWS W/1/4--20 NUTS 11 FOR MADE Wmd a Ofl \ /� , // N 0 12.O.C. I ON SHEET 19 FOR I yv ,� AAA111 t i II 1"Min, EXISTING 6 G1DE5fl&Q; I1 x GLASS--€ ' i �; i t I � WALL _- } OR} r FlNISH� I i 1 j \, 11 I I L--PTO— EXISTING - OPTIONAL I: WALL I Q f EXISTING MM, I FINISH {,Ji ....`qXl i OR(R 1 2"xa wooD f OR @* EXISTING MIN. ( HEADER REQUIRED $ HEADER SQUIRED }ll2"94'WOODpHl{ t } t y ',i ij'a TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2' EXISTING R MOL SEPARATION1 i =.1 Min.PENETRATION OF THREADED AREA IO GLASS--i TO(iJ55{SEE TAN.SEPARATION TO GLASS i { i, ti ti: Y EXISTING WOOD HEADER. L.1�'�8�SMEETEXISTING (SEE SCHEDULE ON SHEET 11) P y y 11 :?. (SEE SCHEDULE ON SHEET 15) 8 ON SHEET 19 FOR GIA55---) r ,I t t i� 11 2•0'CONT.SILL } BLADES ID&0 PLATE REO'D. ( j) WALL HEADER INSTALLATION O HV WALL SIL L ION HV WALL HEADER INSTALLATION 1 f 1 I ( MIN.SEPARATION TO GLASS EXISTING } MIN.SEPARATION TO GLASS I 1 } EXIS-T� /�( (SEE SCHEDULE ON SHEET it) } (SEE SCHEDULE ON SHEET 1t) 1 1AIN.SEPARATION To GLASS 1 I } G1�5y EXISTING a Z' 0 PL TTEI(SEE SCHEDULE ON SHEET 11) G1155--r REO.O. ( I I o - ' " ( MACHINE�3 4'ISS.S. ( I 1/a•9-20x3/4•S.S. I I I. 1 Li51NG 1f4`-za ITS ! I ~ g - MACHUtE SCREWS Wf fl r '-;x�:;`t,t•L. WALL ^., \` / 1/4--20 NUTS o 12- ® 12"O.C. FINISH y i f � / O.C. I f +r •..�� / f Fx}. /J \ q / V,;,�OR)$ I rll//OR 1$ i OR} �`. WOoO CPLATE I: lll� ..' £ Q .}: 11{ y I{ REO'D. {`` I 1 r E oa ../ 1 OR t ' 4 { ,T 1+R R Y �' 1/4'0 TAPCON OR TAPCON WITH ADVANCED N l }�y j f t f ` Vt 1} 1 THREADFORM TECHNOLOGY W/1 1/2' ..•% I j_2'x4'CUNT. Min.PENETRATION OF THREADED AREA 70 r 1 !t�it11 t f4'O TAPCON OR TAPCON WITH ADVANCED y tt t I 1 t��' -'i / .SILT PLATE ! EXISTING WOOD HEADER. THREADFORM TECHNOLOGY Y! 1 2 1 1 1 �1j` 1/4'0 TAPCON OR HOL I ` REO'D. (SEE SCHEDULE ON SHEET 15) 1 y t ItI l Min.PENETRATION OF THREADED AREA INTO PLYWOOD {+ \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL ` { 'y 1' t{�{ tf2'MIN.CD1t� 7HREADFORM TECHNOLOGY SHUTTER ASSEMBLY. + W FINISH i (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4' pLYL•lOOD REOb. Y7/ i/2`Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS 0 16'O.C.lAA7L. THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO � IJ2'M:N.COX PLYWOOD REO-0. REQ'D.PLYWOOD TO BE WALL FlNI (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION, (A)HV WALL SILL INSTALLATION ISTNG MIN. 2-x4"STUDS 0 i6'O.C.MAX.REVEL ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WTH SECTION 2308 OF ME F.8.G SECTION 2346 OF THE ® V WALL SILL INSTALLATION ♦SEE UMJT(TIONS OF USE OF P�HV WALL SILL INSTALLATION r.B.C. BLADE lA ON SHEET 19 cils� FLORIDA BUlIDING CODE Non High Velocity Hurricane Zane 'y111 �(1:?k.••`.rt, 02017 TILTECO,INC. Cd 2017 EASTERN METAL SUPPLY.INC. BERTHA VTM Til. �6 , Accordion Shutter System KV.MADE#} w/OR W/o KV.WINDOW MADE • American Shutter Systems EY.N DESCRIPTOtl DATE DRAWN BY. L.C. /J TILLIT TESTING & ENGINEERING COMPANY • '' Association, Inc. T OLD 15-085 7/27/11 DATE. 07/27/17 6155 N.W.36th.5L.Ste.305.11RGM GARDENS,FLORIDA 3316 �.�...��. Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 _YyI9a .:��11,Y, a-me W., 1: West Palm Beach, FL 33407 3 DRAWING No e,•V�lllt'�`��11 WALTER A TIlL1T Jr.P.E. 4 i�-107 p.E-� � DATE FLORIDA Uu g 44167 5 SHEET 6 16 OF 20 II INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & dk HV+ BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUDEn1 ONLY WALL FINISH SHALL BE LIMITED TO 105,0 psf. A.S.D. DESIGN FIR-ESSUR TING EE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE (1)& N WORKING IN UNISON 1/4'0 TAPCON OR !,EXISTING EQ 2*MEN.— TAPCON WITH ADVANCED /-EDGE (IF APPLICABLE) 3/4"S.S. TO BE CERTIFIED BY THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY- 1 1/2-Min.PENETRATION 1/01-20. OF EXISTING WOOD BE OF THREADED AREA TO 1. PHILLIPS TRUSS HEAD E EXISTING WOOD HEADER 5) MACHINE SCREWS REGISTERED ENGINEER OR / . / / , � - ­EXISTING WOOD Ell (SEE SCHEDULE ON SHEET I W/ 1/4--20 NUTS ARCHITECT PRIOR TO ED E TRUSSES OR _E 0 12*D.C. SHUTTER INSTALLATION. /2% r 1/2- RAFTER 0 24" t, T 9 - I D.C.REQUIRED TAPCON OR iff 1 OR( TL41'rooN WITH ADVANCED EXISTING SOFFIT .297- THREADFORM TECHNOLOGY —3/4'Max,THK. _JI Max. W/1 1/2'MiA.PENETRATION 4,3/4' E ED 4,�116-CONT.ALUM.TUBE THREADED C. It OF ED AREA TO .4 EXISTING WOOD HEADER. -T6 ALLOY)W1 �' fOPTJOMAL (SEE SCHEDULE ON SHEET 15) V YO.C. or @ or @ F7a (3)5/16-0 LAG SCREWS TO or @ or @ D, EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MiDWIDTH OF EXISTING WOOD EXISTING MIN 27.4- MEMBER.(2-W-NOMINAL Exismn--­! OER REQD MIN. OPEN He AT EACH It WIDTH)W -Min. PENETRATION 2 GLASS 11 SEPARATION TO GLASS EXISTING STUD HOLE ACCEPT N Of'THREADED T (SEE SCHEDULE ON SHEET 11) GLASS— SCREW AREA VALID FOR INSTALLATIONS WITH 72psf 'IT F TUBE. UK SEPAR�TM EXISTING MAX,A.S.D.DESIGN LOAD ANG 9'-0'MAX.SPAN.THIS HV WALL HEADER INSTALLATION GLASS INSTALLAMON IS ONLY VALID I I FOR BLAW OAND 11 FOR ELADE FOR WOOD voi�Mvf.SPECIFIC *1 sw FCR (DOR& GRAVITY OF 0 AS DOUGLAS D: eLvxs 01:8 CN SMOU 19 1 OR(06 FIR OR SOUTHERN PINE No.1. :", evm(D&e) I i 1_0 t-SEE SHEET 4 FOR TYPICAL SHUTTER ASS MY I A OR EQUAL. 2- SO=K)%S C01 BE COM31M= T HV CEILING INSTALLATION 11"Na'UA'WW5:1N`ANY`T0 SUIT ANY INSTALLATION. SEPARAWN y. (U)HV CEILING INSTA LATION T wm ism ___-0OR r—MIN, MIN.SEPARATION TO GLASS SEPARATION {SEEXISTING TO GLASS E SCHEDULE ON SHEET I I)— MAIDEr GLASS\ ! MADCE SCHEDULE ESO&a) 1((S)N SHEET, ALTER ANCHOR WALL- EXISTING W IS LOCATION 3/ N. GLASS—, F /4' #IOx3/ 2"x6"MIN.WOO[ Max. QD- 7 4-HEX 3/8 '�WASHER HEAD TEK I DECKREQUIRED 2.6'MIN.WOOD SCREWS 0 12- (NORNISH OR D Din ALLOWED) 1/4�2 In. MACHINE ALLOWED) 2' 1. /,EDGf 19 EDGE OF DECK-) OF EDGE OF DECK IF APPLICABLE DECK IF IF APPLICABLE 0x3/4*S.S. APPLICABLE 1/4'0 TAPCON OR TRUSS HEAD —2 TAPCON WITH ADVANCED SCREWS 1/4"0 TAPCON OR TAPCON WITH ADVANCED �4-C V�2 x'4 THREADFORM TECHNOLOGY W/1/4--20 NUTS I THREADFORM TECHNOLOGY W1 1 1/2-Min. SILL PLATE /4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2"MIN— PENETRATION OF THREADED Ea.D w/ 1 1/2"Min.PENETRATION 0 12"O.Q TECHNOLOGY W/ 1 1/2*mi..PENETRATION OF THREADED AREA TO EXISTING WOO:)HEADER.(SEE OF THREADED AREA TO AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SMELT 15) EXISTING WOOD HEADER. � IISIE OV HV WAFOR SCHEDULE ON SHEET 15) J(SEE SCHEDULE SHEET 15) INSTALLATION FLORIDA W, I 4��� LL-SILL INSTALLATION SEE LI HV WALK—OVER INSTAUHV FLOOR INSTALLATION y , FLORIDA BUILDING CODE Nan High VelocitHurricane Zone ............. 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA NVTM Accordion Shutter System c�_o ,r,c A.S.&A. KV.MAX#1 W1 OR W/O KV.WINIM B_aDF_ American Shutter Systems REV.N, DESCRIPTION DATE DRAWN BY. I.C. TILUT TESTING & ENGINEERING COMPANY 6n5 N.W.369,SL,St..M.%IRMU CARDM FFLURCIDA 33166 Association, Inc. I OLE) 15-085 07/27/17 DAX- 07/27/17 (305)871-1530.F.:(305)871-1531 4268 Westroods Drive 2 DRAWING No Ph-: ............ I'll e-rnall:t4tec.O.N.— West Palm Beach, FL 33407 3 Ea- 6?19 4 17-107 L WALTER A.OWLUT Jr.P.E. TI P FLORIDA U. 44167 5 SHEET E. SEAL/SIGNATURE/DATE 6 17 OF 20 END INSTALLATIONS NV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r..•QIN.vMOD 5TMS Rwo. 2-"i•YM..a0a HOOD 5ND5. \ 1/K'•T/fKA.N /r / SNOB REO'D. (AS M Cxsu) \ \/ MICFKVi O 6.or f, / i/ r' / / .000 STUDS. 1 /( . f 1"22 UX ` j \\ / , (AS Al""SLE) FLYSl1 \\ / .rs M. 1/r ORFE eTP/AT04 yg/ Ta,p-cmE "I Nt6N E)OSrNG eVSS t.w•a{\ h SStGrI�EAST� ElllllSlWa GUSS' EYtStiFXe CUSS 't t E]�51W0 r�,IIS Ax ar TO CLASS em 1/2•M COIL f0 aAts(SFE IYA t x x WL SFS+NWIat PLYAW0. Maw. StQ[ M GLA`5(SEE 'Ir{nEt WX Soqv�t B I S,= t/1",UAX Oyu f ti Fat a i . *,fifnu at sm Fin a0a. • E Gr+s&Er a 9fSF,0 FW 4 (8083-t6)COM. Fpm Ltn`mk CO. Ot SKII 1$FOR 1,Fat AIDE ARD I/2' 11 FOR EVIE mMO BIDE mb NUEL(aoSER PLWVOD. F.IMLS CDa aiWALL Q14Qi to WR wsm)9 FOR I ® i t 2•YpR AT FSOIER SSE +tw2+ F1t16N 81061Da mai �"__ j10.,t2•sJAs __.r tAs AVFuuatv5�em'_2. _^__ 018 O.C. +101,1�22OQ• vY ra s ! .U,r.NrY 4tP C 5 4 .—. " t wi iu; ra J, 1 OR®• CE ETM X ro i OR gg.. I QFelt 51Q OF F) 1 OR a'COM / i SEE DCLAI tE FOR 1 OR ' TO TRACKS SEE OEFAII X fOR 6 7 w a SME COME Ls�•f3•C?a O.O'��• saE CME �.y�•Q�,�w a-V� - pp.p.�.©,p.�g. �Q�«i�i•d�'-©•�� O.O•�-©•07.2- �'O'fl",6�,'©'�" �•�-�•�eta}.�w O.O•©w®•O•Q�" L�•Qsw+C�•t9w'B7•tti� d�•�wtD.�"�'�' ars«a�•®«®•1� '�•�"®•��'a- o•t�«a�•c«®•a� °'�"�'�'®'� END CONNECTION DETAIL® END CONNECTION DETAIL 80 SND CONNECTION DETAIL 9 END CONNECTION DETAIL E745OH6 •REQUIRED MY F SPAS MFAIM tNAN i2'-0• 2'"4•YUL N -lt.y TypaEpy A.C..R5 tf4'O TIPWN M'CNO jlOsif2.5115. SM1S PEQYt q/t tn•t¢L N/1 tn•IA.N. O16 0.C. ..--� E>aSMNG GVS6� vFNEOMaON o 1Y 0.C. vENE1MDON O 12.O.G SOMXIM ro EIAs fs<S ♦ SEE LIMITATIONS OF USE FOR IRIDEm 4 4 I BLADE(SON SHEET 19 M CLASS 6QtnuE al ? \ 5 9 FOR RADBADM(D& -_-_--' W LT 1 I Esm: - --I --'---- -- 6 SIEGR B�aR�oP A1*1 \ , _Di Ri5 _ {rY .. (DOR • I ! 4 4 A'A'jj��22''wf9.6G 07"OBJ' • �r.ut nNISR 2•.♦ /V�•C�2� AvJa.•�©'A®�" t� 0l!eii.0FT.a 22. L3' (goR @oz qCq 13 VIEW STUDS REDbDRNVI PLAN ` DETAIL END CONNECTION DETAIL 1) END CONNECTION DETAIL 12 n.. FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone 92017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. N4.,`'y._ ��� BERTHA HVTM -F75 C O A, , �A, Accordion Shutter System M.Y.BLADE#1 W/OR W/O H.V.WNDON&AM `• ' C•*' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N OESMIPTION DATE DRAWN DY: La MW.380,.St.Ste.345.VUMMW GARDENS.FUWJDA 3316 AssociatiOR, Inc. i OLD 15-4$5 7f27/1 DATE. 07127/17 Phone:(305)971-1530.To.:(305)871-1531 4268 Westroads 04ve 2 DRAWING No s, ' ............ (4 Mall:tDtecc000T.— West Palm Beach, FL 33407 s E ' WALTER A WTiJr.P.E. 17-107 FLORIDA uo Q A•167 s SHEET F.E. SEALjS1GNATURE/DATE 6 18 OF 20 is 0 GENERAI IIMITATIO c AND CONDITIONS OF USE FOR BERTHA A G ' ' UNISON WITH I.MAX.A.S.O.DESIGN PRESSURE RATING:+110,-110 P.af. 2.MAX.SHLRTER SPAN:46' 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS U10,T.U&W ON SHEETS 16&17. g ONLY CENT IN ATES 21 80TH WI IE I OR C2 1 ARE ACASE O WtTH 21 Q�q7 ARRNf�ED W A SYM OR OPP LNG lA IN CASE OF OP NC �O 5 UT,p5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 1�u CENT�HA E. TYP FA ENO ♦ ♦ ♦ • • �' 5.(A)W WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3b HOLES)FOR(9)PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)Mg C[EhRANCE FM TOP OR BOTTOM EDGE OF ITV WINDOW BLADE MAX 5 VANDOWS N s r • s �' r' OF ANY 3'p HOLE FpR 4 SHALL BE 12'. ALLOWED AT HV WINDOW BLADE L0 (C)FIRST ORBLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE w (D)ITV WINDOW BLADE @ NU4T BE USED ALTERNATE 7D A SOLID HV BIADEQt r THROUGHOUT SHUTTER'S WIDTH. .o ♦ ♦ s r ♦ ♦ ♦ r (E) TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV g3gX BLADE 1 AT EITHER SIDE OF THEM. SEE END a THE INTERIOR OF THEOPENING BEINGF)POLYCARBONATE W WINDOW @SPRTABS FA C BE MUST BEE CONNECTION ,• • • ♦ • ♦ �' ONLY INSTALLED AND LOCKED USING A HV SETTING IDOL PROVIDEDBY OSSA, DETAILS ON SHEETS U $� 10&18 TYP. 118 INC. ; FULL HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 1 STT 8UILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES z P P 1 &2 ABOVE). 7SEE ANCHOR SPACING SCHECK)LE FOR INSIALLAITIONS POUREDa w CONCRETE R CONCRETE NCRETE BLOC WK ALL ON SHEETS 12 113 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8,MIRIMUM SEPARADON TO GLASS SCHEDULE,PER ASTIR E-1996: 44WL4JL4PL=U= wa 9 1(SEE PLAN FOR REQUIREMENTS) ^ �� D H TYA TOP&BOTTOM W OR pR s 7 WINO ZONE MINIMUM SEPARATION TO CLASS NUMLTED WIDTH f THRU 3 1' "I STING cLAss ELEVATION MN.SEPARAVON To aass 4 S.2S' _ � — _` ---- rm a+ 1eS SHEE TDR E4lDF5 C3& N BOW OR '51 5"\ Typ EJJ I T 2�D1 TT mAM�TwCAL CENTERMATEs WI(2Q Oft QAND W/O (SE NOTE 4 A84VE) PLAN TYPICALI HY BLADE WORKING IN UNISON WITH BY WINDOW BLADE SHUTTER* ----�� III"1'jAA�gT r"'' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 020171LLTEC0,INC. 02017 EASTERN METAL SUPPLY,INC. C BERTHA HVTM ' TL ECO N� A,. „��`i.A. Accordion Shutter System T� yrr RV MADE#i W/OR W/o ITV.WINDOW BLADE American Shutter Systema ,R OEscRIPnoN DATE DRAWN BY: LG Q; TIWT TESTING & ENGINEERING COMPANY krAssociation, Inc. I OLD 15-085D7/27/17DA7@ 07 7111 em R.W.36M St,St,.JM MROM GARD=.FLORmA 3316 � '-'��€..•'" *�,\ 1'�t, Phone:(305)87 mal1-iS30.Fox:(305)871-7531 4268 Westroads Drive 2 DfZAWING NO 1S( r ,t o- :tilt«.0.0.40. West Palm Beach, FL 33407 3 . ONAL� EB-OWS719 17-107 �• WALTER A TIwT J.P.E. 4 FLORDALe If P.E. SEAL/SIGNATURE/DATE 44167 a 5H19 8F 20 K 4 Min.ASTM A-653 0.035,7KC GRADE 40 11n• VARIES � INSTALLATIONS W/ � HV BLADE & HV CENTERMATES 2�1 -,2.000"Min. G-TU SA AT 16'D.C. 2 Max. INTO METAL STUD WALLS * o�DB3- NT uErat sruos ar 1s•oW 43b ye . ' -- ---- 0 6 o.G. 40 41 m o� -o a A `--- --- 1/2 475 * 3a 1/4"® NOMINAL W W --� 38 GENERAL LIMI ONS AND CONDITIONSOF USE AIJUMINUM SLEEVE -� FOR BERTHA 1 HSHUTTER V BLADE ACCORDION 6063-T5 ALLOY 1 3/4'.6 1/4•x 0.0.35•THICK Min. 43c _ 43a 12 s o 7 SYSTEM INSTALLARON TO METAL STUD ALLS CONT.GALN.STEEL TRACK CHANNEL.i®6.O.C. 8 6-O.C.^ I o ASN A-653 CRADE 40 Min.G-60 I ,, -` -•tPARATION TO GLASS SCHEDULE N s.Do°- GALVANIZED FASTENED TO! = ii Max. W t2)d6x1/z TEx sCRLws ON ! EKISTNG fSH 3g I 2. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) IN (20)R h EXTERIOR FACE $ AS APPLICABLE ; 1 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM 111 W ASTM E-1996 SEPARATION Dae LENGTH + 1' EXISTING GLASS—I MIN. GLASS k 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS T°°� 43 1 4"16-20X3" BOLT (SEE SCHEDULE) N I THRU 3 1" L I (1tt') 4. ONLY EARRANGE 21 A M ET LOCK ARE ALLOWED MUST PENETRATE 3c 1- , F E $ WITH 21 ARRANGED A SYMMETRICAL LAYOUT. ! p USE 0 (2} (6" LONG. MINIMUM} MUST ALWAYS BE 4 4- / ! EXISTING FINISH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250- 1.373_ as0" 1 3/4' L 1 4k 0THICK Min,i APPLICABLE CONI.GALV.STEEL TRACK40M CHANNEL_ ,I' CENTERMATE. m,�__ C AST/ IZED GRADE 4D Min.G-60 i GALV(2)f6 FASTENED 7D SNDS 1 ,.jT W/(2)dfixl/2-TEX SCREWS ON ; 43c 430 DDERlOR g EXTERIOR FACE i o s'0.G. a 6"D.C. r 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43o I 4"0 ELCO CONSTRUCTION 38 CENTERMATE 21 APPLICATION WITH BLADE(ID) PRODUCTS FAR— K HD o - -- 43b THICK — 6"x 1 1/2N 0.035' "'•-VARIES '.' NIT.ASTM A-653 40 ; aK- 0 6" O.C. COMPONENTS Nin.C-60 CALV.STEET. r -:�-I MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16.O.C. Min. EXSTNC FINISH AS APPLICABLE SCALE-- 3/8•= t- (iYP.70P BOTTOM) 6 t14"x D.035'TRICK ldin. =.:) - - EXISTING GLASS———_ _ _ _ _ _ _ ASTM A 653 GRADE 40 TRACKSTEEL CHANNEL, .. .. .. Min,G-60 v7/(2) 86x1/2 TEK SCREWS ON L-•.`:i ': • :. .-•.", , i i •'., , ., , IZED FASTENED TO STUDS LAIN. GLASS VARIES „43a 436 43c..., ,., I CENTERMATES W/ ..I ,':: '' :,• I ' TO cuss z ! 1 i. �:� `i;: .;..}..-... -_ ,:.:''_:.�. I •...'..' ' E4. DU INTERIOR ip EXTERIOR A CENTERMATES W/; ;' (SEE scHE LE) Max. ...," , ,:..• :EXTERIOR ACCESS SIDE;' I I INTERIOR ACCESS SIDE": I 4 (TVP.) IN (6"Min.) IN 4 ------------------------------- ---------- 24------------------------- -------------------___-------------------- - _--_____ ----- ==---- Al - __--------_—__--------- ------ -------------- -- ------------- --- _--__---_-------..-- ._ -_ _--_ _________________— _..--__—_-.._--__- _ -----__-_ ___.�- ------ --------- �- -"- i 2j 42 - - 21 4 2'I 21 LOCATED AT 12 i HV HEADER/SILLLEENDS ----- ---- - _----- - - --- --- ------ ± ----- --1 - - --------`---' t -- --- --- --- ----- -- ----- ----- - VIEW Y 1 2 (6'Min.) 24 SIDE CONNECTION TO TRACK 3 114•(Typ•) 6 1/2'(Typ.) 7- 5 tJ2'MAX.SACK ** (cont.) — �y� BLADE SLACK DETAIL HVF WC FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 14 n 02017 EASTERN METAL SUPPLY, INC. UZ 1I P M1 TI ! ®2017 TLTEGO.INC. �„ B RT A H V TM \�ENs A S A Accordion Shutters stem � ? ; �L i C O nc ■ ■ ■ ■ RV.BLADE#1 W/OR W/O H.V.WINDON a" - ( // •} 'Jk : TILUT TESTING & ENGINEERING COMPANY American ShutterSystems ltv.No pESCRNRION GATE BRAWN BY: L.C. 6355 N.W.S6N.St..Sec SOS,NR6V114 CN20DrS.TARDA 3316 Association, Inc. 1 OLD 15-OB5 7/27/1 GATE: 07127/17 �+ -STATE OE -�,(s�4? Phone:(305}671-1530.Fox:(305)671-1531 4268 Westroads Drive 2 DRAWING N0 —0:Ot—C...eom West Palm Beach, FL 33407 3 ff �ir•'',,rqF''�Ot;10:aa�4�'t` WALTER A.nU1T'jr.P.E. 4 �!�V� P.E. SSERLIAftE/DATE FLORIDA I.I.d a41s7 6 SHEET s 20 OF 20 I