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HomeMy WebLinkAboutProduct Approval -1 - -- - - Previous Next Page-4-1— Inputs Components and Claddings 'Wind Load Calculator Design Pressures for Windows, Shutters, Doors ASCE 7-10 Version 21.65.18 05/06/18 Order Certified Copies of these preliminary results - useful for permitting Click 'Next Page' shove when you're done to easily process your order INPUTS REQUIRED Input Description Value Other (STEP 1) Exposure Category: C • What is Exposure D? Enclosure Type: Enclosed • z_Max=15 f What is Enclosure type? Basic Wind Speed,V= 175 mph Help me Find wind speed "Alb (typically 0.85 for Zr:96A) A0.9JODirectionality factor Kd= 0.85 1T windows/doors) What is.Kd? Parapet Height= 0.0 ft(optional) (Example: 1'-2"=1.1667) (STEP 2) Roof Type: Monoslope Roof types Explained Roof Pitch = 4 :12 = 18.43 degree ft (Example: 30'-8" Mean Roof Height,h = 15 30.667) How to find Mean Roof Height? Default unit elevation, z= 7 ft (7ft is the minimum) Minimum Building Dimension, L= 30 ft Calculated End zone:3 How to find the IMnimum building dimension? NOTE: RESULTS ARE NOT VALID WITHOUT AN ORIGINAL SIGNATURE AND RAISED 3 SEAL BY A LICENSED PROFESSIONAL ENGINEER.THIS IS A DESIGN AID ONLY FOR { PRELIMINARY ANSWERS. OBTAIN AN ENGINEERING REVIEW PRIOR TO USING ANY RESULTS FROM THIS TOOL i Aaron R. f nnfinsic•Vnc r.6cc ua�.vnuuc. Hca �� Make sure this value isn't lowered after you enter information below or we will process all the fields you entered.Delete any unwanted (STEP 3) How many products do you have? (Windows/Doors) 9 • fields below before lowering this number. Example:8'-2"=98" Nlidth&Height Ex lamed Zones Explained - Elevation ID Elev, z Mark Width (in) Height(in) Zone Qty Type Shutter Area (ft2) RESULTS:.Design Wind Pressures(PSF,ASD) 1 7.0 ft 53.0 63.0 4 • Y • 10.0 40.06 DRAFT -43.45 DRAFT 2 7.0 ft 53.0 55.0 4 • Y • 10.0 40.06 DRAFT -43.45 DRAFT 3 7.0 ft' 53.0 55.0 4 • Y V 10.0 40.06 DRAFT -43.45 DRAFT 4 7.0 ft 107.0 86.0 5 • Y • 17.1 38.66 DRAFT -50.83 DRAFT 5 7.0 ft 101.5 86.0 5 • Y ® 17.1 38.66 DRAFT -50.83 DRAFT 6 7.0 ft 114.0 86.0 4 • Y v 17.1 38.66 DRAFT -42.05 DRAFT 7 7.0 ft 74.0 63.0 4 • Y • 10.0 40.06 DRAFT -43.45 DRAFT : 8 7.0 ft 27.0 39.0 4 • Y • 10.0 40.06 DRAFT -43.45 DRAFT 9 7.0 ft 27.0 39.0 4 T Y • 10.0 40.06 DRAFT -43.45 DRAFT When you're finished with the above, press"Next page"above to enter project information and submit for review.and certification. TO SAVE YOUR WORK: 1. Click Real Time Sync below, Enter A unique name, click connect. 2. When you return, open Real Time Sync,type your code, press connect,work will be restored. ' 3. You can click on "Share the link" and send it to your coworkers for you to collaborate. Florida'Building Code Online Pagel of 3 y 1 . a. BCIS Home ` Log In j User Registration Hot Topics Submit Surcharge Stats&Facts. Publications ; Contact Us BCIS Site Map Links j Search bo6da +a Product Approval USER:Public User - I , t'r: tLX:t Product Anoroval Menu>Product or Aoolication Search>Aoolication List>Application Detail Y FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com A_ uthorized'Signature Bill Feeley I rod rig u ez @eastern metal.co m I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion j Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i { Evaluation Report-Hardcopy Received i 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 12/31/2019 Validated By John Henry Kampmann Jr. SZ Validation Checklist-Hardcopy Received i 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 W.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF I ' 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 t Sections from the Code https://w".floridabuilding.org/pr/.n _app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx... 2/11/2019 Flbrida Building Code Online Page 2 of 3 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 j - Summary of Products 1 FL# Model,Number or Name. Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ)-Drwg 17-108 (top 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 HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 17-108 PRODUCT EVALUATION REPORT.PDF i HV3 blade w/o window blade and 8'-11"for 62-psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha.HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg.17-107 (top and bottom)for storm protection Limits of Use Installation Instructions. Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact.Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports . locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures.. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. i 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 Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Ne# 1 I 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, - please provide the Department with an email address which can be made available to the.public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: t https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgvYYHH2vJvx... 2/11/2019 Florida Building Code Online Page 3 of 3 Ciecii#c6rd i 1 I i I https://vAvw.floridabuilding.org/pr/pr� _app—dti.as-px?-param=wGEVXQwtDqvYYHH2vJvx... 2/11/2019 GENERAL. NOTES; 1.BERTHA H,V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT iRED.),HAS,BEEN VERIFIED F.GR,COMPLIANCE.IN ACCORDANCE-WITH THE 2017-(64h..EDITION)OF THE.FLORIDA - - --- .�- ------BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE-INSTALLED AT-HIGH VELOC -HURRICANE�ZONES.- DESIGN WINO 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 AHD SHAH NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THAD 15,.19.&20: " ' IN ORDER:TO VERIFY THE A90VE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-1G,SHALL BE FIRST REDUCED TO A:S.D.DESIGN WIND LOADS A �:- HV Bi-ODES(l Bt. t�A BY MULTIPLYING THEM BY:G.s IN ORDER TO COMPARE THESE W%MAX.(AS.D)DESIGN PRESSURE R47INGS INDICATED ON SHEETS 11.THRU 15, 19 &20. GENERAL NOTES SHEEF 1 IN ORDER TO-VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,E.D.,AS TESTED,'WERE•NCT OVER STRESSED,A 33 9.INCREASE IN ALLOWABLE STRESS FOR WIND LOADS.WAS DIOL USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A.WIND DURATION FACTOR.Co-1.60 WAS USED FOR NERIFICATION OF FASTENERS IN WOOD,. SYSTEM COMPONENTS 2;I-37 = SHEET 3 _ BERTHA H.V.ACCORDION:SHUTTER SYSTEM'S,ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN'ACCCRDANCE WITH SECTOR 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 10214.01-03.00715.01•-03,,#1004.01-05;#1214.01-05,J0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,1AS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 }AREA 2• HV RLADE(1)AND HV WINDOW BLADE 6A1 AND E-1996 STANDARDS (MISSILE LEVEL D;WIND ZONES'1,.2&3)4 87220,01-10 AS PER TAS 201;203:.&263 PROTOCOLS.LARGE MISSILE. (WHERE.APPLICABLE) -HV WINDOW BLADE,0#OS05.01-08 AS PER ASTM E=1886 AND'E-1996(MISSILE LEVEL D, WIND ZONES 1. 2,3)BASIC PROTECTION ONLY AND-#0725.01-89 AS PER TAS,202 PROTOCOL: TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCI( SHEET 6 2. HV BLADE 0 AND HV WINDOW BLADE'I9 ARE,ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND.CONDITIONS OF USE INDICATED ON SHEET 19 INSTALL46N DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(HV SCREWS),USED AT WOES,KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE,#14x2:75"AND#14x1.75"RESPECTIVELY,410-HT MINIMUM SERIES CEt4fERMATE DETAILS HV SHEET,8 STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD STRENGTH AND 180 ksi"TENSILE STRENGTH:PINS'SHALL BE COATED WITH BERTHA HV DACROSHIELD COMING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS;REGISTERED WITH AMERICAN--,SHUTTER;SYSTEMS ASSOCIATION.PINS MUST,BEAR 1HE,HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 4.'ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD,STRENGTH FOR 6063-TE,AU*19 30:0 W.AND 35.7 WFOR MAXIMUM-:SPAN TABLES SHEET Ti 6005-T5.NUM ANCHOR SCHEDULE,= CONCRETE& BLACK 'SHEEP.12 5,ALL SCREWS TO'BE-STAINLESS-STEEL 3D4 OR 316 AISI SERIES OW CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50Qi8 WITH 56 ksi MIN,YIELD STRENGTH AND 90 kdi MIN,TENSILE STRENGTH, .ANCHOR SCHEDULE- CONCRETE&BLOCK 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,AISI 364 OR+316 SERIES:STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- W00D SHEET 15 7..SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:NV BLADE O1 : 12.13,14.15 AND 20 INSTALLATION DETAILS M-R; WOOD SHEEP'16 KV BLADE ® WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X. WOOD SHEEP 17 BLAbE END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6.779,582,COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR.IN PART BY U.S.PATENT#5'458,179 ISSUED.TO EASTERN METAL SUPPLY,INC. AREA 3; HV WINDOW 13LADE1nA ONLY 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR,TO SEAL/CAULK ' ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN 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 Ho AREA 4• HV WINDOW BLADE(l ONLY LL HV CENTERMATES AND ENGAGE OR.LOCK AAND NO LOCKS. 11,SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER 1N 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 H.V:ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING.PLUS AN.BUILDING AND°ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.,PREPARED BY THIS ENGINEER IS CENERic AND ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC,PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (TIE CONTRACTOR ONT A TO TO'BE O RESPONSIBLE DOCUMENT.,THE SELECTION. PURCHASE FETY AND INSTALLATION ION INCLUDING LIFE RESPONSIBILITY.IL F THIS,PRDDUCT,'BASED ON THIS P.ED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS OBTAIN DRAWING TS HAL THE ONLY BE USED TO STATE OF FLORIDA (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED,BY ANY MEANS. itl)SITE SPECIFIC'PROJECTS SHALL BE PREPARED BY A FLORIDA REOISLERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER,OF RECORD(E,O.R_)FOR THE PROJECT AND WHO WILL BE. t ESPONSIBLE FOR THE PROPER USE'GF`THE P.ED.ENGiNEER.OF RECORD,ACTING AS A DELEGATED.ENGINEER 70 THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. '(e}ORIGINAL:P,E.D:SHALL BEAR THE DATE AND ORIGINAL SEAT:AND.SIGNATURE OF THE PROFESSIONAL,ENGINEER OF RECORD THAT PREPARED IT. pierrrrrrri•�ri FLORIDA BUILDING CODE(Non High- Velocity Hurricane. Zane r m2017 EASTERN METAL SUPPLY,,INC, LLTt�` lJ I"Z 02017 DLTECO;INC, BERTHA HVTM Q A Accordion Shutter System I L E C=O I N C. ■' »- ! ■ H•V. BLADE#1-Wf CR W19.kV.WWND(N{BLADE � / i Ame�toon "Shutter S stems Tyr TICCIT TESTING &.ENGINEERING COMPANY Y Lv..N DESCRIPRON DAT[. DRAWN 81"..LC. •° G y5 Assoclation, Inc. 1 OLD-'15-088 7/27117 DATE- 07/2X1.7 6155 ttW,361k.St,Sta 30S NRC4�M CNLDDiS.FWii©A 33'" 4268 Westroad5 Drive. 2 Phage:(305)871-1530 Fax (305)871-1531 DRAWING No I41}+ 8 mwEB U00060 g com West Palm,Beach• Fl 33407 3 7_ Q7 - O'S;o AL�t��iTT WALTER A RLLIT,J7,PAL 4 A7 FLORIDA Lk:#44167 5 51-tEEf P".E S At�5IQh3A�ORE/DATE 6 i OF 20 '3'e FOR YI,NO(F'tt e 4.85T .4:9' •A i yy'SOLID BLADE 3 HV 80•/180' STARTER 3 HV UNIVERSAL FLOATER SP QUALIFIED,,-�OR USE Wj COVERD.ED U 458179- ,QUALIFIED FOR USE W/ HV BLADE0 HV DIRECT. MOUNTHV SLADEU) , to HV WINDQW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER *SEE'LIMITATIONS'OF USE bF BLADE' ON SHEET'19 BLADED .37 m 6063=T6;ALLOY AND TEMPER .134'- o 6063-T6 ALLOY AND TEMPER 085" 670 �c RaYu. 6 ' m :994' . IEV- 670' 2.2 072 $42. o a r 0 • • ° 4:897" � o 7z HV. ADJ. ADAPT W�CIP r 4.416 _ 's 0 x0 7 3 s° S 26- a•o,2' QUALIFIED FOR USE W/'HV A. WALK-OVER TRACK � 8 Hy ADJ. FLOOR TRACK BLADES QUALIFIED FOR.USE W/ HV L?l HV TRENCH TRgCK 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/HV �-y QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A1F770 TEMPER BLADED.ONLY. (I,u..,HV RAINGUARD BLADE N 6063-TO.ALLOY AND TEMPER QUALIFIED FOR USE W/;HV 6063-T6 ALLOY ARO TEMPER . �� VARIES _�.t.936'. BLADE,1) t' 915" ? I VARIES ,:936'- 6063=76 ALLOY.A_D TEMPER, tta��, - 12 o 11-917- "• . ` - °F' o Or.i $3" 083' m _ .083' �i. 083 g 93: :093''moo a .n J25" 0' _060• n �y 060• -{ v .093 A9"`I ' Z,k .OfiO=o � � 670. b�* � � m mt 4'io� 6701 . Los- n_- P 670-. ; � .. 3 _•;� o 1529' 167 �,M? P11)i HV CEILING HEADER � HV H�D�SILL a 33, HD CEILING 'HEADER/$ICC Q IFIED FOR USE W/ HV BLADE 1ONIY, QUALIFIED FOR USE W }1V BLADE 1 ONLY �((�� 6053-T6 ALLOYAND TEMPER QUALIFIED,FOR USE W/ HV 8lkDE{ 141 JjD WAAdER/SILL SEE SECTIONS FOR VALIDITY- SEE SEC'nONS FOR'VALIDITY. QUALIFIED FO�;USE W. HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY.ANO TEMPER BLADE 1 .ONLY. 6063=1`6 ALLOY AND,TEMPER T YCOMPONENT A 8 T1, T2 X 'Y 4 MN,,x MN.Y MN t 2' 2' 0.125" 1' I t' .062' 2- 5-MAX: 1/8" 1/8' . � 3' 3' 0.090" „ 18 2- ,5''M0. 0-192 0;192' T6 SIDE ANGLES' 13 1 t2 CORNER POSTS QUAURED.FOR USE-W/ HV ALUMINUM AANGUS `�. 2.5" X'MAx. p.,9p'�.a.19o' unUFIED,FOR,USE W/ FIV BLADE(D QUALIFIED FOR USE W/ HV t BLADE ' 6063=1`6 ALLOY AND TEMPER BLADE,(✓ONLY.. 2- 5'MO. 0.139' 0.131' 6063-T6 ALLOY AND.TEMPER - 6063-16 ALLOY ANDTEMPER111 1 - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .t4t4iC, x+2017,EASTERN METAL SUPPLY;INC. •`�I: �C r 02017 TtLTECO;INC. +M BERT AHV„m Accordion Shutter System a 1 L E C O 1 N a; A.S.S., . KV. BEADS#1 Wf OR W/0 H.V.I NWN BLADE Ameeiaan Shutter Sy§'terfts fl,.N OESCRIPnoN. DAYE OPAWN$Y: LC. ' f♦7 f,1 1. y�•,.�' TIL IT TESTING k ENGINEERING COMPANY pssociatlon, Inc. _1 OLD ,5-088 7/2711 OAYE, 07/27/17 >• SSSS N:W.36411:St,SI.309.VIRCMA.00.50ENS,FLORIDA 3316 t 4268 Westroads Drive a �- o� T�1 OF ti Pnane:(305)871-1530.Esz:(.105)871-1531 DRAWING NO e-mil:118aeowoceom West Palm Beach, 'FL 33307 3 1sr.......�.Q;�;(t'��� ww, EB-A A,000671,9:c: 4 17-107 11 FLORIDA U.IF 44167 s SHEET P.E"'s �&E/DATE e 2 OF 20 • r . i .C6 '929' .,,4576" - ..lM.Q'n`A2'D B0.E'fE»C'°0 SPT AoN CAST : HTm^R.al( O _ E 745" ffED- EAKEo PAWED R 'EKNOB. .0EU - i BRASS CYLINDER BRASS PLAT R. KEYS(CHROME (CHROMEE ALAtE4) 2 i �1y GENTERMATE /�'� <; PLATED) . QUALIFIED FOR•USE Wf. HY:.BLADE�t & to ONtY ;�/ C ,o. 's, I 325. '" 1O=_.. HY LQ�$; _ .O.HYRESS..LOGIt 6063=•T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV BLADE' 1 & 1 ONLY m-�� 3.0 3" aTs' QUALIFIED FOR USE W/ HV' QUALIFIED FOR USE W/ HV 6053-76 ALLOY AND TEMPER 23 CORNER (: BL4DE I & I ONLY, BLADE Q& tf,�l ONLY. ALIFIED.FOR USE W/.HV 8LADE 1)ONLY -250"0:0. 7$' 2.9742 6063-Y6 At OY AND TEMPER PLASTIC HEAD 1.756" 922' ,045 2 MOLDED TO- 1.079' O-'` •� m m '-` SCREW .n' N 52 -.0 9' 753' AFTER RIVETING D6 a M t j!4". BEFORE RIVETING 'ic Y S.S. TKUM St�CREW t/d"0-2D RIVNUT*. *SERIES 9444 AWMINUM(2024-T3 ALLOY)WIPE FIANCE THIN - z7A' I • I - v1 T`D_,,,_:I o „ .. SHEEP NIOERT PARI/'0820,AS MAt1UFAOTUREO 8Y AVOEL PLAN n' FRONT ELEVATION' "T"!� 4.5� I r�<' CHEW'TMORN PARSIPPENY,MW JERSEY 07054 OR EQUAL t HV MALELOCK GENTERMATE` 2D7 LOCKER FOR "T" LOCK_GENTERMATE QUALIFIED FOR USE / Hv BLADEQoNLY 29 HV FEMALE "T" LOCK GENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-76 ALLO ANO TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 10ONLY QUALIFIED FOR USE W/ HV BLADE ONLY W HV BLADE .1 10 ONLY. BLADE ONLY. 6063-T6 ALLOY AND TEMPER 6063-78 ALLOY AND TEMPERA'' W/ HV .977" X256,,_ 3.191 - ' o -JAMI THUMBTt7RN 063` .214' ` .545'=�� c .063'' KEY CINDER OR' Cl'1.INOER. 274 �. ,125'Ma oa �. t x" 31 S �I '° ° D CA0 LOCKING LOCKING 14 QUALIFIED FOR USE W/ HV BLADE.1 & lA QUALIFIED FOR,USE W/ HV B(.ADE+t & E 04" 6963-T6 ALLOY AND TEMPER g 6063-T6 ALLOY AND TEMPER. w n VARIES, 72 MIN QUALIFIED FOR USE.Wf NV BLADET&&t , 7114 t-z6 Ss OR 3{Bb-7s + -1-13.0' 6063-T6 ALLOY AND TEMPER t ,. ACETAL THUMBScf}. 't) 2' hIU1.1DE RN (SEE M7ALS) / Cit KEY OR a _ D '115" thN 7157 Mtn. CYLINDER » Ile 2 LACKING RODI � OUAL)FIED FOR USE W/ HV BLADE,(1�j' 1,375 0 - -7 tj4a �''l HD LOCK HV 3/ ,7{.7 .HV " —20- AISI 304 BY,REGENT HARDWARE MORTISE'LOCKS SERIES-2333 HOOK E&T LOCK. 6063-T6 ALLOY AND TEMPER �j .1.f=�•?/8"0-"1 6 AC � +4L ��� �5 INSTALLATION WILL REQUIRE A.7/16" HOLE THUMBSCREWS YERIES..S Si. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE& LLED AT TRACKS'FOR PROPER'EMBEDMENT OUALIFIEO FOR - IiV BLADE1 QUALIFIED FOR.USE WJ HV BLADE(D FLORIDA.BUILDiNG,CODE(Non High VeioCit Hurri male Zone 11it11j7�fL,�.P4. i'!r INC.P� 92tlt7 TILTECO ,,- (920771 EASTERN METAL SUPPLY,INC. [;(rl= —-- BERTHA HVTM w • �= Accordion Shutter System LE Cb iNc. A:S.S.A. KV BLADE#t W/OR W/o HIV.WNDb0(RAM American Shutter.Systems Ey.N DESCRIPTION DATE. DRAWN$Y: LC. �I TICCIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7j27 i DATE- 07/27/17 'a ,STA'I'���, • >' 6355 N.W.78th,St..St 305 MWNtA ON7DENS,FLOR9A.3310 " Rt Pnono.:(30s977 1530..Fag:e(305)821-1537 4268 Wt3straads Drive z ' g ) DRAWING No % Fj p, � �Ed r-maL tRa oCoa:cart West Palm Beach, FL "u34D7 3 E13-_ ::,�n •."�iltY rt��,,t WALTER A�LLR79r.P.C.' .4 17-107 V1jh aAttV,E FLORIDA tk.#4.4167 5 SHEET' RESEAtitiNA J�jRE/DATE' 6 3 .OF 20 J SHUTTER ASSEMBLY SCHEDULE FOR _ .. - - / C = - HV Cl! HV �A -- 3 8" - - - 'MI EAR __ A11 (z1 ! 1 - t 2 TO BLADE T P OE .0625' tU HV BLADE 1 = I GE lA 1875'- apR HV WINDOW BLADE .0625' ,0625 .6s$5" HV BLADE 1'A `! 3� HV LONG.RECESSED NYLON BUSHING �Q t » HNUCK E 'OPENIN ,0625 78406 SECIIS 4, ) HV SHORT RECESSED NYLON BUSHING 3 a o - i - _PLAT PdRi oN' R1,7 � ' HV NYLON'NAT WASHER Q OR N C4 HV WHEEL CARRIAGE AISI 302-303 SERIES. I I .�2 40 n �� 0.870"x3/16" THICK NYLON WHEEL. 3 I ( n 1- 1 a z,7/e uN NV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS. ('315'0 SEPARATION 03.00 BETWEEN .0625-1 3.7sDo' @ HV 1 3/4".ACCORDION PIN W/ #8 HEAD * EXTERIOR q fj_i OPEN�1NCS _t-5.3/4" tos25" o Ow NTERS z iE Y 7500' ® HV ? 3/4 ACCORDION PIN W/ }/8 hIEi1D * 41 475" 'o 147 " w 2 1%4" 0(FOR nFyAT.nN 0 CLEAR• POLYCARBONATE IMPACT RESISTANT'HV WINDOW i BETTWES TYPICAL HV WINDOW BLADE AND h. ss POLYCARBONATE HV WINDS DETAIL p-I .�OR D. f'Q or N.T.S. t,4S�-'� (SEE NOTE-FOR I I REQUIREMENTS) i (I)OR � j � j *6AYERAMA�ROLdN'�3-ACT RESISTANT HV 103'POLYCARBONATE INDOW a2` N. cL CE RESINS, UV�STABILIZEO GRADE"OR SABIC IF 77J ' I TO BLADE SOTIP INNOVATIVE PLASTIC LEXAN"103 RES IN I (SEE NOTE "F" ON SHEET 1'9). (1) HV PIN 'SHALL ALWAYS. BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION :SYSTEM W/ HV 1(J OR ! i POLYCARBONATE SOURCES FOR HV BLADE. EXTERIOR TYPICAL SHUTTER ASSEMBLY �P` E LT TYPICAL PROPERTIES STANDNID 1"m via.enevint N:T:S, NY PIN� R 43 AT (2) HV PIN (9 MAY BE USED IN LIEU OF ® 'O AND ONLY AT ERAOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV d 00:324 BLADE'S KNUCKLE. Asm 6792 a0o��R' o.a43 mr� (SEE NOTE F03 M�_ BLADE WHENCORRESPONDING:TO INSTALLATION "'I1 SHEET 7, 3 V REQUIREMENTS). .Q4$�1="" _� i� TEHS&E 51Et0 81REIiGT4 0.,'"fu 0e39 :9:400 P.a.i. 8.506.P.r.i. � FLExMLTm tiRAL sAt YIELD ASM MID 12.500 pa1 13.100 (3) HV PIN 142 OR iT!Wf 1/2„ O.D. 1/16" THICK S:S: WASHER ID i'' !I REx09AL uao+eas A5111 0790 3,00=0 P.1 345.900 PAT. IIIEA SHALL BE USED. FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ej III �,I NOaaa a00 Asii 0250 to 17 Fr 9n. SHEET ;I III pall C� T1�1 sLlow amn ASW 62843 47.2 S 64.6'9 MWHEEL "CARRIAGE DETAIL E g EIABEY�YQ�tI RA6 aoNPla s,,005. -,aL C-I'MAW N. SELF I01a1ON ASIN D1929. 1.0 l LSiid 0/65 ��/;��� WINDOW /'�\�•/ p� y� ''}' {� TENSILE.STRNBTH AFTER-WMAM ASTM X638 '9302 oll 8840 p.1J. P1; HV 13L:ADE SOLID _& fiA HV TYINDO BLADE. DETAILS TET+SRE_SRESs'BffOPEWFAT�T8N6V ASM 336 e.a1,,1 6a6aP.4,,. N.T:S: 44EETE4+�r !f�s+`" FLORIDA BUILDING CODE(Non High. Vel6pity Hurricane Zone • 1 00.2 ..... '"' 017 EA:TERN METAL.SUPPLY, INC., 2D17 T,LTECD.,NG. BE THA H TM /rILIEASSA C O LNG. Accordion Shutter System rlv. RAM 1 w/OR W/o RV.tiiNDPN MAAME TILLIT TESTING k ENGINEERING COMPANY AmeHoan 'ShuHer Systems DV,N. DESCRIPTION DATE DRAWN BY: LC, 41 a` Asscctaticn, Inc. 1 OLD 15-085 127/1 DATE: 07/27/17. B3;shOTI 36 r, 5 71.305. .Faw:00114 (305)871-1531 305).1-1FLOR53 3sye 4268 Westroads Drive 2 P0OR6:.(305)871-7530:Fn>r (3 0518 7 1-1 531 DRAWING NO NAIL A C3 101 a 01:Ult-001—M West.Palm Beoch, FL 33407 3 1 7_,1 67 • 1 EB-0006719 - • 1Ail M+ � WALTER A,TICCIT J­PX FLORIDA Ue..1 44167 P,E. SEAL/SIGNATURE/DATE 6 SHEET4 OF 20 *,NOTES"ON NV LOCKS AND:16TERMATES A.:. 6 C G 1r .'EJ M N S T 1.MMIO�CdLON it ONE HV LOCK Q or�-SHALL.BE USED AT 1/2 OF SHUTTER FOR ANY SPAN, 1}. OR, 12 ABOVE,ORB OW 1 j2 OF SHUTTER SPAN FOR SPANS UP TO i0S AND FOR INSTAL TIONS T ANY . ELEVATION; HV L00"VVI MAY BE USEO;;AS AN INSIDE OR OUTSIDE LOCK, ATTACHED'TO OR CENTERMATES W/(2) 1/4'45-.20-x'112"LONG:F-LAT HEAD S.S.M.S.LOCATION OF LOCK'SHALL BE AS INDICATED ON TYPICAL SHUTTER.ELEVATION. { OHO FOR BETTER PERFOR NCE OR FOR SECURITY PURPOSES, I ��� LO SHA DE AS 1N MAY IBE,US ED AS AN. NNSIDE>OOUT SIDE LOCK. CONNECTIOry OF LOCKS TO CENTEftMATESV2C4t OR LL- DCATED ON N6T6-. /) ABOVE !I -�flDl7 LOCA i0N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. "ONDITION 42>}2 TS.tISE4 W/TWO H.V. LOGK51:(VALID, RODS AR£ NOT REQUIRED AT,.tiURRICANE_POSTTION, BUT MAY. 4. 5�RI"6, 0 oR�d �r 4 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO,MANGE. LOCKING RODS i�OR AN ALTERNATIVE DEVICE ` MAY ALSO BE USED'AT STACKING POSITION.(NON HURRICANE POSITION).: - 4. MANDATORY CONDIDON i2: ONE'HV.LOCK S .BE USED AT•CORNER;CD4TERMATES FOR ANY SPAN uhw` ICv — AND iNSTALLAT70NS AT ANY ELEVATION. HV LOCK or 'SHALL.BE,USED AS AN OUTSIDE OR INSIDE LOCK: 1 ieIi ATTACHER TO CORNER CENTERMATE VJ/(2) 1/1§0=20 x 4/2"LONG FLAT HEAD S.& M.S.TWO LOCKING RODS CS. 6 Rbc-1�G 1 ­0AT TOP& BO OM SHALL Be USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION: o ' MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. m 4:10 v ° L'3 ;t � gg3 5 •'ONE'ALTERNATE. LOCK MAYBE USEDs�,IN UEU OF HV LOCK or FOR,ANY SPAN AND ti..+ 7g 162 (NST TIONS AT ANY ELEVATION.ALTERNATE LOCK Icy MAY BE USED AS AN NSIDE OR OUTSIDE LOCK ATTACHMENT x D- 9 Do-I1vo •� c^, OF'1/4'0-.2Ox3/4'S.S. THUMBSCREW TO I&OR;@ GENTERMATES SHALL BE MADE W/ 1/415-26.3/4"ALUM. I & (WNUT AS 5ti0WN ON SECTION 11VE,SHEET s. ONE LOGK SNAtl.BE USED AT t/2 OF SHUTTER SPAN OR TWO LOCKS.AT t/3 OF SHUTTER SPAN. 6. MAh ATORY CONDITION 13 FOR KEYSTONE 6+fl INDNC iN�TAtTAT[QNS, ONE HV LOCK"®or 1,or @.SHALL BE, USED AT 1/Z OF SHUTTER SPAN FOR ANY SPAN OR-.12 ABOVE OR BELOW 1/2,OF SHUTTER SPAN FOR SPANS UP j TO Be,.A140 FOR INSTALLATIONS A7 ANY ELEVATION.HV LOCK'@ or 0 or 10.MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHEO TO Q1 or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE ENO If U 1 01 M.S. LOCATION OF LOCK'SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE.OF LOCKING RODS 0 W/{ CONNECTION OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. ,DETAILS ON D - r E N. { J. IC l N POR' Y W X 18H np.'FULL *NOTES ON HY T. LOCKS AND CENTERMATES' HEIGHT. 7� . Onvuii[D xD?n OF CdRNER 1 riFCQNDD-AL TFRNATE TO A.AN0.ATORY CONDITION I VAUID ONLY FOR FIV'1'LOCK AND CENTFRM ETES a AND CENTERMATE ONE,ALTERNATE HV`T LOCK V MAY'BE.INSTALLED IN LIEU OF HV'LOCKS 0 OR I FOR ANY SPAN AND (t-j na�4)oa(�s C7,,.@)-@+1 aR INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK AY BE USED ASCAN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK N INCLUDES;USING REINFORCING LOCKER A.AS SHOWN ON SECTION.HOG SHEEP 91 WHICH MUST NT 100 3 prz�+;jj as CONNECTED TO CENTERMATES 0 AND @ Wf t j4�0 20:.x it f2'LONG S S.THREADED Bi?LT Wj 7C8'>b x 3/32".� WINONUi,OR W/ 1'/4'0"-20x1" S.S.M;S. INTO A.1/4'0x'5/8"RIYNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" L 1+ *((�7 �+ma�yy.@ MAXIMUM.ABOVE AND:BELOW MIDSPAN.ti SE;OF TWO LOCKING RODS TOP AND B0TOM IS MANDATORY. aF is 5s I pR s<�st�t *NOTES ON HD LOGICS & _CF,��� �,,� 1 HD rx r t,3.t W!HD RMATES OR.( 'W/t; : ONE ALTERNATE HO LOCK MAYBE.USED IN LIEU OF HV LOCKS-_2 .OR. , FOR ANY SPAN AND'INSTALLATIONS AT ANY ELEVATION..ALTERNATE HO LOCK,(D4 MAY BE USED TYPICAL Q FIV BLADE= SHUTTER ELEVATION pN INSID O INSERT AS'SHOWN ON,SECOF HD LOC NVB AND@ IS W/ ${,N�E,EP 3/8' CI<MAY BE INSTALLED AT N. MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIOSPrA11N.1.USE OF LOCKING!! tP+ r�ROODS k'.�i IS COMPLETELY OPTIONAL 11J//(07lNigsr r� V.I i U U E OT7 ICJ() ..el4ait UrrlCane one, yI7 Q�' l�iw 02047.TILTESD,INC. V20I7.EASTE9N METALSUPPLY,INC. Ty '.XcEN,5� .�9 BERTHA HVTM `iL E C O lHc. . . Accordion.Shutter System . . .A Hu , wf CR w/o Ij<v.vVlrmax r / / American Shutter`Systems' 1LV.N 'DESCNIPYIoN DATE DPAYM By. LC: _ TE �•;" TILLIT TESTING & ENGINEERING COMPANY (� ASSOOiatiOtir Inc. f DLO 15-085 07(21ft tv7E 07/27/77 b' 6359 NVI 36th.9i.,Sfe 3G5,'ViRG!M GARDENS,FLORDA 3316 Phone (365)871 1530:Far,:(305)871-1531 4268 Westroads Drive' 2 DRAWING No :t�s�ny'••, {` tT� , m n.III7�oea«aom West,PcIm Beach, FL 33407 3' 17-107, -70N 1'7L' �� fyl- R A.TI 6719 4 .\ rrl 'WALTER a TILLR dr..p:E. it FLORIDA.Uc.0 44167 5 .CJ,I•,'iE OxSEALj51GRfATURE/DATE 6 5 OF 20 CONCRETES ANCHORS POURED CONCRETE POURED` OR CONCRETE BLOCK. {SEE SCHEDULE ON REQUIRED '1Ja`0-20x314"S.S. POURED CONCRETE r _ _ _MACHINE REWS. . SHEET_ Y _ ��—�. - ... J - _. __ _� �T0R . . (SEE SCHEDULE ON 13 T f CONCRETE ANCHORS' �/ yy 17 18 TONF(SEE MOONDNGOON SHEET 7) '� f � r SHEET 13) NUTS 6 42'O.C, "� ✓ (SEE-SCHEDULE ON SHEET 13) OR i q 1 / Min. - i jd'"m-2bx3J4"5,5. J O 'Min. . / �, __ f EQ EO.. MACHINE'SCREWS -y /' __. E ..to USING tt4"-2O NUTS €+ r - - 19 y 1. m 12-Oxa .1/z r E D.: /1 f2^�r / z5¢Max. r� _ i 3 oR 15 - 1@3 oR 15 2sD' .. I / /f �- y✓f !1 IE b*✓ ✓.�.I_,/_ I :2raO.'.Mot: �E D \ i'E.LW ,. ✓� S✓ ;; f ! OPTIONAL i!I ISI i i r� / 'r `--OPTIONAL Of?AN WARqm 'TO LiASS(SLE i SdFG1AEQti SrEET ,� I MIN.SEPARATION TO GLOSS 1 SMEE0GE FOR I - 1. OR r EXISTING SCHEDULE SCHEDULE ON SHEET}t} EXISTING0}&� '�. J. ! . i MIN,SEPARATION TO GLASS I' I 1- GtASS 1.- --_- GLASS _ ,r(SEESCHEDULE ON SHEET11,) ExiSANG - CLASS—f O HV WALL HEADER INSTALLATION `A HV WALL HEADER INSTALLATION NV'WALL HEADER INSTALLATION + STONE �{ MIN.SEPARATION'10 CLASS KEY— EXISTING LAI '—Y--i I ♦ —(SEE SCHEDULE ON SHEET 11) Im :}TWL O atSSSEP,�1I! 1! ) OR '1 t } EXISTING' I j MIN.SEPARATION TO GLASS GLASS�EM ONEm iTlei`(SEE•SCHEDULE ON SHEET 11)-Hfi£S�. EXISTING; I fr0R / r '� /✓ �y./'-"OPTIONAL i i GLASS—, I z >� E.D.✓ .✓'� iv i t i i .11d- . ✓� 1`r 'l F � ! ! E D* - .Jf L Max. OPTIOuk / J,�` 1I ,Irl. r, ! i s 1f4'Max, / _ 'r�G—t E. l ., f y ii ii I "/O ?i r lr ,�.A19 27�,r! j Lt. ED rED 13 OR 15 j � 1_ cr ✓� t \ 1 CR 14 t� {r T/4'a-2Ox3/4"$.S. /f f lMii '� O P TRUSS H- '? ( ETE ANCHORS ft T 4C 20%314 S.S.PHILLIPS PNitt1 S RUS READ , / / / CONCRETE. 7.�TRUSS-HEAD MACHINE SCREWS 1� O M'a CHINE SCREWS USIN CONCRETE ANCNGR5 t 7 GR 1$ t' -1 4'•-20 NUTS 9 t2"'O.C. ' 4 SEE SCHEDULE ON Wf'1fd'-20 NttiS® t2"O-G: ! ,� t - POURED CONCRETE -.SHEET'13)' POURED CONCRETE ,(SEE SCHEDULE ON,SHEET 13) ,�` l, OR,CONCRETE BLOCK OR CONCRETE BLOCK Y✓ r �NCRETE ANCHORS REQUIRED WALL REQUIRED HV WALL SILL INSTALLATION lis SCHEDULE ON. aHV WALL SU ✓ POURED CONCRETE SHEET 14) OR CONCRETE BLOCK _ WALL.REQUIRED HV WALL SILL INS7ALt T,A i{1N DOTE FOR COMBINATON OF SECTIONS: INSTALLATION D:E`C;41LS W/ 1—SEE SHEET 4`FOR TYPICAL SHUTTER F(�; EDGE DISTANCEASSEMBLY ♦ 5EE LINA.I'i��hTi0N5 OF.USE FOR . BLADE�.A2-MOUNTING SECTIONS CAN BE COMBINED SPECIFICATIONS ON SHEET 13) BLADE"&ON"SHEET 19 1 A♦ L/ !-ti IN ANY WAY 70 SUIT ANY INSTALLATION. 0 Ill ii 1t1 AA.T/� ''«„ FLO M BUILDING CODE(Non High Velocity Hurricane. Zone *TT �,�`EM c��+„ 02017 TILTECO:.INC.. CEI 2017 EASTERN METAL SUPPLY;INC. s� "•,: = BERTHA HVTM - . 7 A A A ccordan Shutter.System / LTEE67, ,. ■. . Kv. #i w/OR w/O Kv.wNWIN M.ADE'. American ShuRer Systems E4.N DESCRIPTION DATE DRAWN BY: LC: TILUT TESTING ENGINEERING,COMPANY AssdCiatlon: IAC'. 1 OLD 15-085 7J27Jt DAZ_- 07127/17 l0li(DR �V,1\j 6355 N,W.36th.St S5 :05.NRG3iM14 GARDENS;RCRIDA'3316 4268 Westroads Drive 2 PKaa :(3os)a7t 153D.Fax.:(=)871-1631 DRAWING.-No Ott a mat:GTtae000.1-in West 'Palm Beach, FL 33407 3 _ Q MAL 17 107.d7 N,,rE 1 EB-0006719 4 . �..... r WALTER A.TILLIT 3r.P.E. i r/t++' FLORIDA Lie.{44167 6 SHEET P:E..SEAL/SIGNATURE/DATE- 6 6 OF 20 CONCRETE ONCRETE y A'`NCH'Or R.SPOURED EE SCHEDULE O—5yfET 13) Uri . • 1i CINASA'9DeiFsE[l9 iai i t OR E' t57tNtr 'x•,t0SsCaFtu)5u5nOx iiI CONCRETETO ams{ 18N,S60P�ARNnAR1REQUIRED EON x 'LASS EDGc fl at ovQF' A SLAB IFAPPLICABLE EXISTING -tSM�Muu i' .GLASS I i `•. ALTERNATE i i i i I ii i i EXISTING� ANCHOR I 1_ _ 1 _ I GLASS / LOCATION I IOx3l4"HEX WASHER HEAR. 77 f/. 1 t oR 13 DAIS SIB'wN.. TER SCREWS.0 12"O.C. i •' f / /APPLICABLEiCAB EDGE:OFI:E J CONCRETE ANCHORS ,,. �,,i t. 8 t / r ®+ 7 / (SEE SCHEDULE ON SHEET 13} I EQ "!%�/r/�'/ . t�� /' EXISTING, '' Ii I I EDGE OF—, /""�/� .II�,/ /r",�,i I f///rl.,/ /��/t �,/j/ SLAB IF i( �� ��,�fytl, r•,f EDGE S GL455—N I �i SUB 1F il/2�, 1 / EOGE.OF ✓. / / APPLICABLE ,rtX../�.: ( F ` rA1i sPARAiiCfT ;tI'PDCABCEf`r f POURED _ M MIA / /! !/Q •/r4 { �•"F,% i r ^� APPLICABLE POURED / �L�.'D.! C NCRETE �'T HEAD CONCRETE ANCHORS _ t'S'.7Eix/E-ON.SOL t{y yI /:/a' / � off / r/ CoNCRETE 1 (SEE SCHEDULE ON SHEET'14) . -"I 11 TOJR N-R,u3> ����� �'}♦ -PDUREb _ ,. �* / k/.r :` r'` REQUIRED L REQUIRED • ON Smm 10 FOR I, I .J'QR N..�' CONCRETE I FIAT HEAD CONCRETE ANCHORS - ai.Dcsmac® REQUIRED E.D. D.�------1 (SEE SCHEDULE oN:SHEEi 14) '.,11 TRENCH INSTALLATION _ AUD ONLY FOR UP TO +70, -75•PSF A.S.O, 0,NV WALK—OVER- INSTALLATION DESIGN PRESSURE.RATING&FOR SPANS PER, ( .HY CEILING—INSTALLATION S HY FLOOR iNSTAL.LATiON t SCHEDULE 13, SHEET II —� CONCRETE ANCHOR I (SLE sA55 ,(SEE SCHEDULE ON _ w` t6TE sxmtae— t —rir SHEET 15) tj+9 TtafoRuf Oi SNLLT 11) 1 'a EXISTING--j I i 1 EXISTING 4 \ TECHNOLOGY OR 1/4 a POWERS I 4' EXIG I I GLASS "Its ai saE 11 t �,•��� GTISS-'� t Fh47Ei�ERS Z+FPERr,dtKHGRS vrl MAX. t 1 t } ) — �I MtN.SEPMAT.aN ip I J/1'MN._EMBEDMEM O B' i 10 i i i I I "�1(SRT s0![oul[ar 1t) I I OIC-FOR W TO 6'2. SPAN H•fl 4 O,C,FOR,SPANS LARGER RIAN 1 i ti 6 0•UP TO 8'-0'6NX.APPLY�I. 1/4' t SANT AT E`IERF MAX. _ .){&r..1 (14 - 1/2' A—.4 HIX f Dt y SET 11 FOR U 1aTG3 8 rMAX; WASHER HEAD 1 t ' CONT.SFAwNT `--"—TEKSCR14x3 4' HEX HEAD 12-o c. (3'88f'... / fi IfEK SCREWS 0 9"D.C. / il4 a 2pi1la'35-N5 4 / CONCRETE ANCHORS 7. _ �. SI / h 4x3 4 S D:S. - -R 1 4`0-2p 55.,M.S. / -1___ 1/4".. ('I1 UUSIN0•t0/Cx-20 NIXES W/NUT♦9 O:Can, (SEE�SCHEOULE pN 1 _. u - ®9' 0.C: Max. 1SHEET 14) / r EXISTING NON STRUCTURAL ----T--aaA -17 GR 18 t f2.•I�x,,,11. //, r f 17 tS 2.00"MIN. - WALE.TwN(DECORATNE - t ------ EDGE OF:/ - j 1 E D sTLL) 14xS 4 F.H.S.D.S, MIN 1 T 7/8 I "T'7I8•_1�,, APPL CAB,.E Y CONCRETE ANCHORS t-.'... .•/ /• 0 i PRWRJEWp NCftE'lE 1 /,/ / L/ ,+ .SEE NOTE 13(b) t SEE NOTE 13(b) 0 POURED CONCRETE (SEE SCHEDULE ON 'ON SHEET 1 fr✓ _ / /.,; f`D ` / / OR CONCRETE BLOCK SHEET 74) POUREDC ETONCRL BLACK ON SHEET 1 •. fir' •• REQUIRED REQUIRED (MQ KEYSTONE MOUNTING INSTALLATION cPTIONAL-j POURED uAlnuWi A.S.D.DESX:N PRESSURE:+64,-72,pit CONCRETE ' HY WALL FLOOR INSTALLATION � HY WALL WALK—OVER INSTALLATION - NA1fIA1U1.1 SHUTTER SPAN 8'-0 REQUIRED ' }1Y RAINGUARD INSTALLATION t > '--"" 'i'THIS INSTALLATION SHALL BE - NOTE FOR COM9tNATtON OF SfCT7aN$.: * E.b..=EOGE'1HSTANCE REMOVABLE WHEN PERFOttMED ♦ SEE LIMITATIONS OF USE-FOR ' I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET IS) ADJAQEM TO AN OPERABLE EXIT ASSEMBLY OR ENTRANCE BLADE 1`ON,SHEEf,9 INSTALLATION DETAILS. Wf 4 .HV BLADE 2-MOUNTING SECTIONS CAN,BE COMBINED /gyp 1 p r� n Thr r 1� (� .IN ANY WAY TO SUIT ANY INSTALLATION. y}y1� '��A �' �•r' �— FLORIDA.BUILDING.CODE(Non Nigh VelOGity Hurricane Zone 41y ••••tU+ IL+ 4/�. o2017 TILTECO,ING. ' (�2017 EASTERN META/.SUPPLY; INC. BERTHA HViM * �• "�� A �* Accordion Shutter System .� TLTE C O R N C. . N.V , #t W/CR W,b Ei V WtNO(7N fE Anierloan Shutter Systems ILV..Na DESCRIPTION DATE DRAWN BY. L.C. i TILLIT TE5T)NG &ENGINEERING COMPANY• 4 Association. Inc. i OLD 15-085 /27/ir DATE: 07/27/17 8356 N1q 361h.St.,SL 30S,NRGVA WOEN%FLORIDA 3316 . A ly Phone:(305)871-1530.Fax':(305)871-153t 4268 WeStroodsS Drive 2 DRAWING No « Stj�� X111 a moa:Yiteco0aaa earti West'Palm Beach, FL 33407 s - ! �N I EB-0006719 4 1 7-107 71 '''•�i�>.�ifxA.i�i• WALTER A.T1LLIT Jr.P.E. - .. .. FLORIDA Uc.d 44167 5 SWEET P.E. SEAL/SIGNATURE/DATE 6 7 OF'20 SEE END WALL CON ON MAID SEE NOTES ON LOCKING:�RODS.(,HV LOCKS ID�or� - - T g �N `� INSTALLATIONS W/ (1) HV. ... y_ _ .. �.. ..EXISTING'G,LA55 _ ..... *?k'6'ADE SLACK DEM HW iSVIWo FOR AU. BLADE W HV C E N TE R M AT S CENTERMATES APPLICATION WITH BLAZED I �QOR�OR �R s��,o; }�R 1 OR O O Q �+�: DEE END WALL CONNECTION 3 mt � r—ExlsnNc'GLASS AILS 4N SHEETS 10 & t>3—s 8oR) $068 7aa- -----_'—'-------"--------__C-._.___.-_._.__ -.. @OR :.aw,lg*�. 3.1/x., (6063-T6 ALLOY)ALUM. OPPOSING. SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON 1/2" -&@ I ANCHORS O CONCRETE - CENTERMATES CENTER MATE5 MIN. SEPARATION (TOP/BOTTOM)&&� #tOz3/-S'.M.&0 12" I •�--- �.�^r���� TO CUSS (4)ttOzt/2"S.M.S.TO TU8121 O.G.FULL LENGHT. Wf HV: I_a�{ W1 HV LOCKS .o Or (SEE SCHEDULE -, AT;EACH ANGLE.OW). i * ON PSEET it) IN 3 3 T/ 2- i 1/2 6 c t °"\(D 3 /0'. y . .0 �.� t o'I w HVB OUT * HVc �oe oR s � �s eta-• s t0' o@l J��oR.LI•aoR HVA f�oA�aa+Obz$Oofltd, on PGt)REO CONCRETE OR _ EX15TING GLASS f.CONCRETE BLOCK WALL @-@+ 3 7 ert RED ED ExIsnNG Q SYMMETRICAL IN '� QaR�'Q'®°" —T- _--- GtA$S -$ +�j R}on Q+acrs t 9+ LEXISTIN A1IN.SEP4RHTi0i' rr' CENTERMATES lo-ERIOR) ib, ItJg �•®o0.®*�7 as To Cuss ...__I GLASS b * (SEE SCfiEOULE 5 —'[-— —cR —,�''^� m `1yr.fF'{V0._ �� tONAI. ON:SHEET Al)IN, SEPARATION ) (')p) a * z / - O ® / TO GLASS -9-66) / J i (SEE.SCHEDULE 'T7 IN OPTIONAL' - - -il - ,{ ONSHEETII) (INTERIOR) _ t.- :_....—__.._ ....—_:._.�- .. -—-— .��.,__.— ____. � O.0 T CONCRETE i ANCHORS C' i6-O.C,vVN�. `��Lt OUT I' .6 1/2"MAX:SLACK` oUr 3 (Ex;ERIONz HVE HVF** HVD Illit3�forflsir,����-^ FLORIDA BUILDING CODE(Non High -Velocity Hurricane• Zane X2017 TILTECO.INC. x(§12017 EA5TEtiN METAL SUPPLY, INC: a V� �• ' BERTHA HVTM /iME C O iH;. , .s.A■ Accordion Shutter System rtv. MME#t w/OR w/o HN.WWW MADE CAmerican Shutter Systems -EV..N DESCRIPTION GATE, DRAWN BY: L.C. TIlJJ7 TESTING k ENGINEERING gMPANY . Association, Inc. I OL.O 15-085 7j27j1 OAT. '07/27/17 s355 N.W.. 36:n,•St,INo 305,M NIA GRDENS,nMiVA 3313 a'>Ju'p��0rrIsUr14r 1ftEfSSSI�� istc mo: e26$ `estroods Drive 2 Phone (305)871-1530 Fo—005)877=11131 DRAWING No, Vitecoftl...r» West.Palm Beach, FL-33407 s '17-107 II1lt E0=0006714 .WALTER.A.TILUT.41 P.E, FLORIDA U..1t 44167 5 SHEET RE. SEALjSIGNATURE/DATE 6 8 AF 20 ALTERNATE INSTALLA ON WjHV 'IT" LOCK OHV ALE F MALE-"T" LOCKS CENTS M TES' LOC ERS a WZ.In HV BLADE * ��y SEE END CONNECTION DETAIL ON SH ETS.SD 8 INSTALLATION nI' HV BLADE oUT IN 11, -Exisim GLASS; euoeoSLACK DEAR HW, N6IaATED'DN$NEEi'H. W1 HD CENTERMATES AS WELL.AS UNIVERSAL FLOATING BLADE INDICATED ON THIS SHEET.MAY'BE'USED WI7H'11 IS ALTERNA :INSTALLATIONDETAIL .sHDm+IH n65 SHEET. - £E END WAt* ,QNNECTIOti I tO•®aA®A��'�'j3�.Q•�m : DETAILS_ON SHEETS IQ & 18 Te1t.A^lm®.®ai ,® ., (sDqe�3Y-2i�s ulm7.W1M.. I 1J 'V a 1g, 35# . (a)/Ib+i/2• I Sv.TAFcau p I Ar+AEAH�lO" � _ (�TOPlB6�Tral7� L-.---_-'_...._ {oPlwNu} -- --^- ----- * {DPTIaIu)_ '- --- _ ___ _.------------------4__-- --' 3 S.U.S:MtUBE /IOr3la',5.u5.412" -� _ -"_-- AT EACH.MNCLE(STP) O.C.FULL Lsicw. # IN ()'H.V, IN PIN H.Y. _ (WHY "T" PINS(TYPJ a • PINS ^ 5 3 LOCK (INSIDE) i " HLEY?t 1 — -- — — ------------ -- —-- - /'' 5. t 28 29 PI X 11 35 'IlelovT 31 06 32 33 31 oR@ 31 o- J 35 31 OR 1/4" fD-20 x 1 't j2" S:S_M.S, 4 35# (o maHu} *SEE NOTE 6 FOR TTV LOCK 3 / j j HpB_.HV8.. oUT iyECNTER f. W 7 8"0. x 3 32" WINGNUT.- (n�lwm) r LOCK,ON SHEET s. * SYMMETRICAL Hp CENTERMATES 0 HV "T" 'LOCK (OUTSIDE) 2 SYMMETRICAL Hp CENTERMATES ' SEX]ERIOR) W/ LOCK (INTERIOR) f SERIES 6a44 ALL)MUU (20]4-73 ALLOY)IARCE FLANGE THIN a�m�5• lm$� 14,�a SHEET NUTSERT.PART�.6820. _ 10•.�a!�• AS MANUFACMED BY AVDEL.CHERRY TWORN,PARSIFPENY,NEW JERSEY 6.6 ,.©mL:JslJ.�oA 07CS4 OR EQUAL yr v s�oi T�•�js'wCj$•�ijm. ,.__—_ -_. —_— O # NOiLS DN LOCIaH0,RO0s@ A:IW®LLY: ON SHEET 5 —t: ##UNrriRSLL iLOATJiC eiA6E{30ETML.HDD-9M IS VAJD F6R Ill CENSDiUAES APFw 11CHa vi1M BLADE HDD–HVDs* FLOATING "STACK F4�d///JOI/yo�d FLORIDA BUILDING CODE(Non Wgh Vtlocity Hurricane Zone 1 +'" fi•+.. ~� ©20i7.EA5TERN METAL SUPPLY, LNG j ' A+ ✓ 02017 TILTECO.INC, s ' - BERTHA HVTM ' •4Q■ t S i,A Accordion Shutter System I L. E Z O,I N C.: ■ H:V. MADE#1 WJ OR W/O N.V.WINDOW MADE • l " 71LUT 7E5TIHG & ENGINEERING COMPANY A'mcrican Shutter rJYStf4FnS' EV.N DESCRIPTION. DAiE ORAVNL BY: L.C. Association, Inc. i OLD 15-1085 )/2T/1 DATEI 07j27/T7 N. 6355 NW,3alh.SL..Sla.DOS,VIRCIti1A GARDENS,FLORIDA 3314 o n �'' , Phone.:(3tl5)07t-IS30.Fae:(305)871-1531 4288 Westrodds Drive 2 DRAWING No ' NAL E� IS;lil wmTEREB-0006A. T P.E. West Palm Beach; FL 33447 -17-107 • irAA` "ALTER A Lc.3#4T67 s' SHEET P.E. SEAL/SIGNATURE/DATE s' 9 OF 20 r +'— URED CONCRETE POUREDRETE -POURED CONCRETE A" POURED.CONCRETE,OR F ?'/!/ OR CONCRETE —/ti BL CONCRETE` BL CONCRETE LL. _._ � CONCRETE BLOCK WALL / K WALL RECURRED 'x j BLOCK'WALL REQUIRED '----� ��`j— j LOCK WAtI REQUIRED REQUIRED / BLU --- —- / - - - ! r! f G I r EXISTINGr CLASS. EXISTING CLASS :/ .� T' .� I .f LNG CLASS `CONCRETE ANCHOR" / EXISTING GLASS y- / • / y ! �''/ r 2 MIN, / ® 16"O.C. J� ` i b9N:SEPAFATIaN_ V ,.! — — `J / /t" i —.� -7 - •+�-2'.MIN.. '� r` ~ — lAN.SEPAW{71G^L / ,,., ro CLAS(SEE , f MT4Nq E ' IN CLASS(SEE MN.SEPARATION SCHEDULE ON SHEET t / 'I •.ED :` EO,/.. TO GLASS(SEE - tT FCiY EpJDE(p ANO i / r SCH7Altk ONSHEETi/ / SCHEDULE ON SHEET SCHET,U.E ON.SHEE'f 1/i6 x3. MAX, ON SHEET 19 FOR BLADE QANO ii FOR-BtlQ}Ayp 1. //n•, i f• 11 FOR WDE IDANO (6063-T6}CONT. SADES(Q&0 ' - f EfT'19 t/2" ON SHEET 49 FOR, ON SHEET'19 FOR ALV.,CLOSER I gIAO��� (LOCATE AT , T. / BLADES(Cls Qi�l _ EITHER SIDE. BLADES(()& .pIATE (LOCATE1/2• - t - j € OF(D) - ! AT E,TH OF(D) MIN 1' i , i/2" MIN. �} �. •A USE'1"OR 2"MAX. (AS APRUCABLE)x2"xi/8'x0'-2" 70x1/2'S;lA.S. --"'�--i ALUMINUM CUP ANGLE I"00/2'S.MIS,,_/ _-- � � a 16"O.C. `/// _— � ' _ ® 16'O.C. - -"" .' - (6x6#IOx PLI.OY)A'r MIDHEK;t{F. .. • (1) 810x1/2"S.M.S.TO(�4 de � I ,,' rr (2)1/A"0 TAPCONS ANCHORS 10 - i SEE DETAIL X rd P- �y''� WALL AT 1 D.C. (LOCATE AT ` I SIDE CONNECTION 1 OR tty� i EITHER=SIDE OF(D} ,OR S '( OR SEE DETA,L,X FOR��J// O,OR TO TRACKS - SIDE CONNECTION ! 10 ® V'®ai0•��* SEE DETAIL X FO _ A} 6+ 7"•8 0 SIDE CONNECTION 6 a,®-a .7 a 8' iD,•,�." TO TRACKS a 6• 7 a B 0«®m ��� ©.. .© •®"' TO TRACKS TO��w�•�®et1�w +"�'�'�"®'�°'- '.'.6"O7 .�w(�6+}�•�w .O�p� END CONNECTION DETAILQ END CONNECTION DETAllr O END CONNECTION DETAi[ (�}i END CONNECTION DETAIL T - F,F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR / EXIST,NC C1A53 :` ;•' CONCRETE BLOCK WALL EXIS NG GLASS Y'i'1,,,. REQUIRED 1!�- -1 ----_-_ MRJ.SEPARATION / pod/2's M. l-"----- i (may\ '----- �__----- r ,TO EDULE:O(SEE / ,` �. ' O'C,. ADN.LASS ATIDN I I./� .r• ,;.�"" OR OR OR t ^aCHEDUtE Ct,SHEET !� T 2"MIN. TO GLASS V ___ .:.._� /. ii FOR F3ADE,(DANO CONCRETE 1I FOR BLADE%EEr 19 FOR ANCHOR ®�<J \/ SCHEDULE ON SHEET. - 1 } Oh(0)OR'} OR'I %CONCRETE) i BLADES©&.QA� 12 O.C. ,t` i9 ___ _ ON 5F#3:T FOR 4 j L OR(p ANCHOR EQ T S BtN'>ES.�Ee MIN. } r�J_ 1 <} ED OROOR s! /'2/-MIN. 10R� 2"MIN. • SEE LitAFAT(ONS OF USE FOR VIEW Y BLADE',�A ON SHEET 19 .aRaO„�OROR�. PLAND i POURED CONCE'OR. ,n�ap•aa ep�,o � ��Q•(}i«Cel Ta•�� CONCRETE'BLOCKWALL +D «�•Q3�Q:Qw. � STALLATION REQUIRED 40 .'i;J•�°` 1,.7�"�"'®�•�" ( I 1 HV BLADE OR HV WiNDOW BLADE INTO �©O Q�wO O fiw p'O��'Om0'4m CONCRETE OR .CONCRETEBLOCK WALL. END CONNECTION DETAIL 5�} © ®a,�'�a�9. ,% ECT 0 DET d6 aA FLORIDA'BUILDING CODE:(Non Fltyh VBlocity Hurricone Zone ®2OT7 EASTERN fAETAL•SUPPLY,)NC. t 0201;7 TILTECO,INC. BERTHA HYTM '— AS Q Accordion Shutter System ■ ■ 1i wv doE#t w/oR wjo KV WINDOW BLS --3k-- '` " -o American m Shu}ter SystesREV.N DESCRIPTION DATE DRAYIN.BY: LC. ENGINEERING COMPANY + 'TILLIT TESTING do 1 17 R� 'Q 4an 635S N.W,36U,5L',St 305,,MRMMA CMOEN5,RORUA 3]18 ASSCrCIGt10li Inc t OLD 75-085 j27/i DATE: d7/27/T7 5 Pnone:(305)671 1530.Fax:(305)871-1531 4268 Westroads Drive 2 DfiAWING No s '........ {�\ 4114 t mmT.6lteco600icam West Polm Beach, FL 33407 3 A� / x!I EB-0006719 4 WALTER A.11LUT J&P.E, �""arsiKtt�•x FLORIDA Lit,$-44167 5 SHEET r - P.E. SEAL/SIGNATURE/DATE 6 10 OF. 20 SCHEDULE.#:i SCFiEC1ULE2 SC EH DULE /!3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTERSPAN* "L+" AAXIMUM SHUTTER SPAN*"L+" ,.__ . --__._ .. ._._. INSTALL'ATIDN LEGEND-- _,__ - w _ - - -• - (ft.). FOR INSTALLATIONS Wj_ - 0R'"L-" ((t.) FOR' -' R "L-" (tt.) lNSTALLATiONS • 1 H6iAIES,� &� or t '' W-9 (NSTAELATIONS Wj WDR- W�/ �BL. dIEB CONCRETE & WOOD (1) L+ MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H,V,.LOCK or or 2�,or =M � ONE:HV LOCKS MANSORY F451TtvE XS.D. DESIGN PRESSURE RATING; HD LOCK W/ NO LOCKING RODS 3l or ONE HV LOCK or or L- MAX.ALLOWABLE SPAN FOR,A GIVEN NEGATIVE- NO LOCKING WALL A;,B; C, D, E, M, N;0; P, 0, A.S.D. DESIGN PRESSURE RATING: CENTERMAi� 289 29 W% ON,E W/ NO LOCKING RODS �' ODMOUNTING F, K & L R; S, &V. LOCK 30 W/TWO LO62K NG. •'(SEE;NOTES t,ft) (VALID.FOR MOUNTING Q7 (2)PROCEDURE TO DETERMINE MAXIMUM,SPAN FOR RODS 35 t��T1OP &+.BOTTOM EE nn. .. SHEET 7) FLOOR/CEILING G. H, (, !i, d T, U. W & X WALL MOUNTINGS(TOPj6OTTOM)OR FLOOR/CEILING: ' CONCRwl 1/00 INSTALLATIONS 4 CONCRETE&WOOD T uac!uCONCRETE MOUNTING & M M MAXIMVII MAM I uu GIVEN A POSITIVE A:S.D. DESIGN'PRESSURE RATING; S.D.OESGN AS.O.MIG++ :ASA CUM" DETERMINE '' :DETERMINE MAXIMUM SPAN "L+" MOM SCHEDULE. PRE6SURE' WALL MOUNTING FLOOR CEIUNO F,,IESSURE WAIt MQUNTINC PREMRE RADNc / 110NG 6; RATING FLOOR/cDUNc Mourtngc ;GIVEN A.NEGATIVE A.SM. DESIGN PRESSURE RATING, MOUNTING OR N141-) (aa.tJ n,�R/C+tUNG MOUNTING (°•°-t•} DETERMINE MAXIMUM SPAN'"L-"FROM SCHEDULE. (+0q-} (+OR-) (+OR-) FLOOR/WALL 14L-00. d MAXIMUM SHUTTER SPAN "L+"OR "L-" FOR L'+ (R) L-(R) L+. (q) L-(ft) L+. (R) L-(R) C+ (N i (- 105 SL A.S.D: DESIGN PRESSURE RATING. MIN FINAL DETERMINEDAXIMUM WPAN BLE PETWE NAN'IS El+'AND THE 1 30 08 LES 18'-0',. ,16'-O' t6'-0" 16`-0" 30 'i 6'-0' .18.._0•. '30 i6'-0" i6'-0" INSTALLATIONS:INTO WOOD SHALL BE LIMITED TO 35. 14'-10 14'-10" 15-2' 16'-0' 35 14'-10' 14'-10"_ 35 15'-2" 16'-IO" 40 73'-f0"' 13'-t0" 14'-2" 15'-2" 40 13'-10' -13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 '13'.-1"-_ 13'-1" 13'-4" 14'-3" 45 13'-1 13'-1"` 45 13'-4' 14'-3' f HV CORNER CEN7RMATE#3 MAY BE USED AI ALL COMBINATIONS,1N BETWEEN WALL MOUNTINGS 50 "72'-5' 12'-S" t2'-8" 13'-7" 50 12'-5" 12'-5" 50 12'-3 13'-1' MOUNTING INSTALLATIONS:LOCKII,4G SPECIFICATIONS Wj FLOOR/CEILING MOUNTINGS; 55' 11'-10" T1'-IO" 12'-1' 12'-11" 55 11'-1'O" 11'-10" 55 ll'-t' 17-1,1' SHALL BE AS INDICATED.ON MANDATORY CONDITION})2 FOR.A GIVEN POSMVE ASID. DESIGN PRESSURE 60 11`.+4' 11'-4 it'7" 12'-4" 60 - 1V-4'- 11'_A• 60- - 10'-2 10'-Ll' NOTE#5,SHEET 5: RATING: 65 10'-TD" 10'-10' ll,-l. 11'-19' 65 10'-10" TO'-}O" 65 9'-5" 50'-i• DETERMINE: Li+g'MAX. SPAN FOR'WALL tADU1iTiNG INSTALLATIONS. 70. 10'-8" 10'-6 10-9" 11'-5" '70 10'-5 tO'-6" 70 �8,9'' 0-4" Lx+r MAX.,SPAN FOR-FLOOR/CEILING MOUNTING 75 10'-1" 10'-1" AO'-4" 11'=1' 75 l0'-1" (O'-1" 75 - 5'r9" '�" EXCEPT THAT MAXIMUM SHUTTER. INSTALLATIONS, 80. 9'-1,0' 9'-10' 10'-0 10'-9" ,.80 9'-10• 91-Ao" SPAN 'L+"OR"L AND MAXIMU14 A,S.M DESING, 85 9'-6" 9'-6' 9'-9" 10'-5' 85 9'-6' 9'-6`- PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 'RATING: o FOR A GIVEN NEGATIVE A:S.D.DESIGN PRESSURE 0 W-3" W-3" '9'-5" 10'-1" 90 9'-3' 9'-3" OR BLOCK SHALL BE UA41TED AS FOLLOWS,:. . DETERMINE;. 1- CONNECTIONS TO KEYSTONE MOUNTING L1-�-MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-9' W-2' 9'_IO" 95 9'-O' 8-9' LIMITED TO.+64;-72 p.s.L-AND 8'-0 SPAN, SEE La--MAX. SPAN FOR FL00R/CEILING MOUNTING 100 B'-9" '8'-4" 9'-0' 9'-7` 100 8',-9" 11-4. MOUNTING a)ON;SHEET 7. INSTALLATIONS, 105 V-7" - .7'-11' W-9` W-4' 105 6'-7" 7'=11" 110. 8'-4' 7'-7' 8'=7" 95-2" 110 V' 4` 7'>7' FINAL IdAX1MGM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2' 7,-3` B'-4' Bs y1" 115 s'-2" �'-3" SEPARATION TO .GLASS SGHEDIJLE' MINIMUM BETWEEN "I:7+', 'L2+",,-L, AND-L7-" 120 8'-0" 6'=11" T` 2" -6'-9" 120 8'=0-- S'�t1" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7 .10' 6'-8" 8"-0" 8'-S" 125 7'=10' 6'-8" ALLOWABLE SPAN AND NEGATIVE AS.O, DESIGN 130 -7-77 -7 6'^5' 7'-10" 8'-1" 130 7'--8 6'-5" .PRESSURE-RATING TO DETERMINE MAXIMUM ANCHOR 135 7-7"' s-z' 7'-9" r-s" tai 7'_7 6_2" WIND ZONE MINIMUM SPACING. 140 7'-5" 5-t 1" 7'-7" 7'-6' -140 7'-5' s'-11' ASTM E=1996' SEPARATION 145 _ 3`3' 5'-9 7'-5" 7'-3" 145. .7'-3' W-9` TO GLASS 150 7'-2" 51-7" 7'-4' T-CI' 150 T-2` 155 7'-0' 5'--5' T-2" e"9 = " 155 7'�O' 5'-5,,. ... 1; THRU 160 .6=i 1' W-2." 7'-1' W-7" 160 6'-17'. 51"2- 165 6'-10" 5'-1" •7'-0" 6'-4" 985, 6'-10' .5-i 1704'=1t 6'-il" 6,'-2' t70 6'-9' 4'-11' 175 6'-7" 4'-9" 6'-9" 6--0" 175 6'-7" .4'-=9' 180 V-6' 4-8' 6'-8" 5'-19" 180 _. 6'-8' 4'-8" H V BLADE . 185 6'-5' 4'-6" 6'-7" 5"=8" 185 -.6'-5' 4"-6" 190 6'-4' 4'-5" 6'-6' S'-8" 990- 6'-4." 4`-$"_ , .�� 195 '6'^3' 4'-3" s'-5 5'-S' 195 W-3" 200 6'-2" 4-2" W-47, _V-3" 200 205 6'-1' 4'-1"_ W-3 5 1 205 . 6'-7' ,+ " FLORIDA BUILDING CODE{Non Nigh Velocity "Hurricane Zone 02017 T1tTEC0.INC, CO2D17 EASTERN METAL SUPPLY,INC.. ENS"'.- �'9% BERTHA HWA �TI L ECO G , .S.A. ,Accordion Shutter System H.V. MAX#i W/OR W/O KV WI"M BADE '+' TILLIT TESTING & ENGINEERING COMPANY AMeFICG tI' Shutter Sy3eT11.3 EV,.q DESCgIPT10N' DATC DRAWN�:MLmv. L.D. <- ti Associclfan, Inc.' 1 OLD 15-085 7/27/1 OA,E: 07/27/17 6355 MR.36th St:,Ste.305 MONIA GARDENS,FLORIOA 3316 Ph....($05)871-1530 Faa:(305)871-1531 4268 Westroods Drive- z (,�:L+t a 11 tat ooaotcom West PGtm beach, FL 33407 3i DR1 7— 0 "A` EB 0006719 4 1 7� V'7 N 1.-L ,t� wAtteR a.TlwYar.RE: . SHEET . FLORIDA L.ic.1 44167 s. 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SHUTTER`SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A'S'n. ITFSI[;N NECdTNF PRPS$L)R ATING Af+O A CORRESPONDING AIOl1NT1NG T1PE,FQR GdN�,�E'iF.Ofl_('i')NP B K INS LAROk - . .•. {SEE,MOUNTINGS I.%-&M ON SHEETS,6&7) f>ANCHORS TO SUBSTRATE SltALI BE AS FOLLOWS: _ ,...,. POURED 00MORM BLACK - _-_ '' POURED CONCRIED _ .._.._ __ _.-`-_ __.._ TO EXISTING POURED CONCRETE,*(Min.1'e-31 ksl H,UOMUM A</WALL SILL MOUNTING nG CEILING MOUNTING; '@RobR•MOUNTING - 1/ TAPCON OR TAPCON WITH mm THREADSRMTECHNOLOGY ANCHORS AS MANUFACTURED BY I.T.W.BUILDEX, (Mn.Yr= 3 1,01)SPAN. ANCHORS SPACING LEGEND 1/4"0 x 3/44"ALL POINTS SOLID=SET ANCHORS;AS.DISTRIBUTED ITV ALL POINTS SCREW;BOLT&SPECIALTY COMPANY. (ALIO..('a 3':Iai) {ft)- O..DLSW N WI IE PFE55URE WIG.. ,..DFSCA KWn PFESamm kVBiG .O.DEWf,N GATK PRESYURE R479N - 1/4'0 BLUE TAP CONCRETE.ANCHORS W/CAP AS,MANUFAGIt1RED BY FLORIDA FASTENERS:DIRECT,INC.-(Men.PC=:2'k I) - TAPCON OR 30 40 50, 75 eO 120 160 205 30 140 X60 75 ;90 120 16,0 205 30 46 60 75 90'120 160 205 -'1/470 TAPPER+ANCHORS',AS,MANUFACTURED BY POWERS FASTENERS,INC„AND DISTRIBUTED BY ALL POINTS SCRLW, BOLT&SPECIALTY 7APCpN'WITH ADVANCED, COMPAI4S''GR-AN('OMER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THIt AMERICAN SHUTTER S%£iTEMS ASSOCIATION,INC. 14 12 10 11 8 8. 6' 5:: 14 '12 fo 8 .8. $ 8 6 '14 12 10 9 .8- 5. 6 0 THREADFORM TECHNOLOGY (Min.rC. 3 k3i) 3'-0" ib 12..40 'e 8 8 6 e ti 12. t0 9. 8 8 6_.,8 14'12 10 9 8. 8- 6 a ALL POINTS SOLI _SET OR LESS 14 12. to 9 8,''B' 6 .6 14 12 1O. 9 a ,8 6.: '6-14. 12 10 9 :8 8 6 5 BLUE TAP W/CAP NOTES' 14 11 10 `9 a' '8 6. 7 14 12 10. 9 a 8 6 8 14 12 10 8 8 I'l) .6 6 A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPGON OR TAPCON WqH,,ADVANCED THRFADFORM TECHNOLOGY'ANCHORS AND TAPPER+' /4. 12 10 9 8. 7 4:5 3.5. 14 12 10 9 8 'a, 6 8 14 12. 10 0 B 8., 6 5 .. TAPPER+ ANCHORS,-IS 1 3/4".-At4O FOR BLUE.SAP W/CAP ANCHORS IS I"1/2"., 74 12 10 9. a a 6r 0 t.4' t2 10 9 '8 a .6 8 14. 12. ,10 9 8 8 �5' S•5 4'_G. 14 't2 .10. 0,.8 8 6 4 14 12 10 P. 6, 8,. 6 4,5., 14..12 t0 9 8 '6 '4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4`0;X 3/4"ALL POINTS SOLID-SET ANCHORS'SHALCEIE 7j8",INTO THE POURED CONCRETE.NO EMBEDMENT ' 14 .12..10 9 8 B 6 4.3 14 12 IU ,9. 8 8 6 $5 14 12' 1D..9 8 8 6 4-5 IMO STUCCO SHALL 8E PERAi1TTED. 1/4,'0-20.S.S MACHt1E SCREW USED-SHALL BE 1 1'/2-LONG MINIMUM'SHOULD-STUCCO. ' 14 12 10. 9 7.5 5.5 3.6 - 14 12 10 9: "11 B 8 5 14 12' 10 9 8 7 6:5 .4 •SEE LIN�+TTA�1ror5 OF OSE FOR EX ST,.AND 1"MINIMUM'rOR+WALLS WITH NO STUCCO' Ss_O. 14 12. 10 9 B' 8 8. 6 74 :12.. 10 9: 8, 8; 6 5.5 14 't2 '10. 9 8 8 6 4,5 BUOE(i-Al ON.SHEE7 i9 _ t4 12- 10 9' 8 7 4 - 14 12.-10 9 8' 6,5 5 3.5 14 12: TO,.8 6.6 5 3.5 3 ,A3)IN CASE THAT PRECAST STONE,PRECAST"CONCRETE PANELS,PAVERS OR ANY VENEER BE.FOUND.ON THE EXISTING WALL OR FLOOR„ "- 14 12' t0. 9 8 7.5 4.5 ,- 14 -12 '10 9. 8 .a.' fi"4.5 14 12 't0. :9 8 6 4.5 3.75 ANCHORS'SHALL BE.LONG,ENOUGH,TO REACH THE MAIN STRUCTURE BEHIND SAID:WALL,FINISHES:.ANCHORAGE SHALL BE AS INDICATED ON 14 12':9.5 7.5.0.5 C5 - - 14. 12 10 9 8 75 5:5 4 14 12:.'10 9 '8 6 45 3.5 NOTES.Ai)&A2)'ABOVE.FOR INSTALLATIONS ON VINYL SIDING Oft EIFS WRH OR WITHOUT METAL.StUDS CONSULT THIS;ENGINEER:.FOR 1S f2 10 0 .8 �8 6 '14 '12 10 9 8 8 6- 5 14 .12 1D'. 9 6 65 S 3:6 'INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, 14 )2 ,10 0 7.5'5,5' 3 14., :12 10 8,5 7 5,5 4 .3 14 12 8 65 55 4'. 3 - 14 12 -10 9: 8 '6 - - 14 12.10 .9. 8 8.5 S. 3.75 14' 12 "f0 8.5: 8 5 4 - (8) TO EXISTING CONCRETE BLOCK;(ASTM C-90) 14 12' 8 85 5.5 3 « - 14, 12 10 9 8 8.5 4.5 3.5 14 12 40 8 r7 S 3.5 ,3 - 1/4`0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AS MANUFACTURED BY LT:W.8UILDE x 14 12 lO 6 8 a �- - i4 12 10. 9 8' 'T' S- a' tb' i2.10 8 77 5:5 4 3 - 1/4"a ie 3/4"ALL VOLTS SOLID-SET.ANCHORS,AS DISTRIBUTED 13Y ALL POINTS SCREW',BOLT&.SPECIALTY COMPANY. 7'-O" _ -1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFAGTURED BY'FLORIbA FASTENERS DIRECT;INC. 14 12 ,10 8 6.5 4 - 14 12 9 7S, 6: 4.5 3.5, - 14 10.5 7- 5.5 45 3.5 14 12 10,85 7 4 - -• N '12 10 9 7.5 5S 4. - 14 •12 0_.7 7,5 4;5 - - 1/4"A TAPPER+ANICHoks AS MANUFACTURED BY POWER5.FASTENLYtS,INC:.AND GjsT BUTED BY ALL POINTS SCRIM,,BOLT&SPECIALTY 14 ii 7 55 45 - - -- 14. ,12 10 _9 7.5 5.5. 4 - 14' 12 9' 7 6 4.5' 3 - COMPANY OR ANY OTHER APPROVED.LICENSED OR AUTHORIZED'VENDOR REGISTERED WBH THE AMERICAN..SHUTTER-SYSTEMS ASSOCIATION.INC. -01 T,4 72 10- 9 a' 6.5 - 14 :12, 70 9 8 6 :4 14: 42 10 8 6.5 5: 3.5 .d NOTES: 14 12 &5 7 5.5, 3 - - ib 12 8, 65 55 4[ 3 - 2.5 9S 6 5 4- J. - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCk OF TAPCON,,.SLUE TAP W/CAP ANCHORS'AND TAPPER+ANCHORS IS:1.'1/4",AND- TAPCON 14 12 0.5 7.5 6. - 14 12 9.5 8.6.5. 5'..- •- 14 12 -a 8 8.5 4, - WITH ADVANCEO'THREADFORM TECHNOLOGY.ANCHORS IS 1'. 13' 9.516.5 5 3.5 - 14 12 f0 8 6.5 S, - '14.'12. 8 &S 5 4 9'-D" 14 12 10 9 B - - - 14 12 10 9 7.5 45 - 14. 12. 05 7.5.5 4 - 6,2)MINIMUM EMBEDMENT OF 1/4`0.3/4'ALL POINTS,SOIJD-sEr,ANCHORS SHAIL.BE ENTIRELY EMBEDDED INTO:THE CONCRETE BLOCK.NO 14 11:5 7.5 0. 4 - - 14 11 7 6'.5 5 35 - 'ti ,e..SS 4.513.61- - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4`0-20 S,5_MACHINE•SG1REW USED SHALL BE t.i/2'LONG MINNMt7Ri.SHOULD'5TUCCO 14 12 8 6.5 4,& - - 14 12 05. 7 5.6 4, 7 14 10.5 .7 5.5 '6 4S - EXIST,AND 1 MINIMUM FOR WALLS WITH NO STUCCO, 11.5 8.5:55 4 14.'12 9 7 6 4.5 - '14"11 7 .5.5..4.5 3.5 ,.- 14' 12' 10 9 75 - �- 14 '12 19. 8 6s �5 _ 14 f2 AT '8- 5 4 _ r B.3)IN ME THAT PRECAST SMR 14 CONCRETE'PANELS,PAVERS'GR ANY VENEER BE FOUND ON THE EXISTING WALL.OR FLOOR.. 14"10.5 7 5 3.5,.-. - -..13 0S 6.5..S. '4' 3 _ - f0 75' 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO'REACH THE.MAIN'STRUCTURE BEHIND SAID.WALL FINISHES.ANCHORAGE SHALL"BE AS INDICAtED ON 14 It 7.515.5 - - 14 11.5 9 6 5 ,4- - - 25 B5 6. 5 4 4 - NOTES 8.1)&B:2)ABOVE._FOR 1N5TALtATTONS ON VINYL SIDING OR EDF'S Yt"OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 105 8 b - 14 12 "'8 64 5.5 4. - 13 to 65. 5, 4. 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20: 14 12..10 ^ - - - 14 12 9 7 6 4.5 - 14 10.5 7 55 4.5 3.5, _ - , 2.5 95 5 -- - _" - 12 9 8 4.5. 4 3 -. - 9 7' 45:3,53 - - - (C) ANCHORS=SHAH.BE INSTALLED FOLLOWING.ALL OF THE RECOMtdENIDATTONS"AND SPECIFICATIONS OF THE ANGfiO}t�S MANUFACTURER, 14' f0 7 - - - - 14' 10.5.7 5,5 4:5 - - 1:1,5 8:5.55.4.6 3.75 - - 14 7'47 -' - 14 11.5 7.5 6S 5 - -' IL S. 0 45 .7 - _ {D) SEE,SCHEOULE^6ELOW FOR EDGE DISTANCE.(ED;)VERSUS-SPACING RELATIONSHIP FOR ANCHORS. 125-0• 14. 12 10 - - - r 14.12 8 65 5.5 - - 13 10 6S 5 4 - - - EDGE Q�� ,yER_G,LIC SPACING SdHEDULE FOR:ANCHORS;. 11.5 85 4.5 - - - - - 11' 6 55 4" 3.6 - - 8' 6 .4 3. - MAXIMUM ANCHOR SPArNGS ARE VALID FOR E06£DISTANCES:INDICATED BELOW.FOR E,O-LESS THAN THE INDICATED-REDUCE ANCHOR SPACING 13.5.95 6. - - - - 13 9.5 6.5 5' 4 - - 10.S 8 .5 4 - - - - 8Y"ANLTiPLYING 5PACINC'SHOWN Ct1 SCHEDULE BY THE FOLLOWING FACTORS.' 0 6.5 - - - - - 14 10.5 7-5.5.4.5 - - _ 11 8.5 55 4.5 3.8 _ - REDUCED SPACING OBTAINED USING FACTOR.SHALL NOT 8E LESS THAN MINIMUM SPACING.INDICATED FOR EACH.MCHDR TYPE: 13'-0` 14 12 - - �• 14'11,5 7S 6 5 - - 12 s' S 45 4 _: _. _ .'... ; ..FACTOR - ' 10,5 B - ' r 10 7.5 5 4 J - - 7.5 5.5 .4 3 - - ACTUAL _ .. TAPCON WITH ADVANCED TAPPER.+ 12s 8.5 - - - 12 9 c 4 5 4. - - ss 7 5 4 - - , A T1 EDGE, TAPCON ALL POINT"SOLID+SET BLUE TAP wT CAP 13 95 6.5 5 - - - 0.5 7.5 9 4 .r - 1..HV BLADE 0,� DI E.U. EARN.SP TECHNOLOGI' MN4 14 12 - - - - u 10.5 7 5.5 - - - 11 85 55 45 .. - E.D. MIN.SPACING 3" �iR MIN.SPACING J MIN.SPACING=3 1/2" MIN.SPACING 3' 3 J/4"'SPACING 4" ' t0 7.5 - - - - - - 9 J 4.5 3.5 - - _ ^. 7 5 3.5 3.. - - - - B DE WI POURED,CONCRETE& 1gX.iFD�SiE ar1FETE SuOICK POURED fiONCEILRETE di POURED CONCRETE&_ppb�1 R E B4OOt 115 0 » - -- » 11 B 5.b 4.6 - - 9 8.5 4:5 - C MR..E.D:ETE 83"ONCRCK MN ED.•3'1/2" WK EO=21/2' MTNCED.•3lit"IO CONG,R&Ba Mm E.0..wJ 1/2`MR CO.•.2"1/Y 7:6 _ - _ 12 9 6 - _ 9.5 7 4.5. - _ 1 / 3 090 10 - .0.84 1'0 10.5 8 'S - BLADE WORKING _ 15•_0" - - /f 2 1/2`_ 0:81' }.O - _. 0:87 1.0 4 -.' - .. - 8.5 S 3 IN iSON + ' - _ O 0.78 MH'ED, W «' '' .-. - _ a5 S s.: - -: as 6 .4- - - _ _, _ -2`. - "..0:71 - -- - D:ST - 7 15 8.5 55 - - - ^ - 9 65.45' 0.91 - - - 0.43 14 - - » t2.5 9.5 b - - - - 70" 7:5 5- - - 1 3 4` .8 _ _ _ .. .. B 8. 4 - _ _ -_. ._ 6 4.5 .3. '" - - ... - - - _ _ _ r 1/2- 0;35 aas 9.5 _ _ _ _ _ 9.5. 7 '5 - - -- - _ :B. 6 4. - - '- - FLORIDA WILDING CODE{Non High Velocity 'Hurricone 02017'112TECO,INC. d"2012 FASfERN'METAL SUPPLY.INC. +i'^ `..•.,. f BERTHA HV TM �10EryS �� A S A ,Accordion' Shutter S stem C- ©: I L E O .. ■ .. . H Y. RADE , W OR W H V.'WINDOW MADE +� L- American.'Shutter Syalem's: EY. DESCRIPTION. DATE I DRAWN BY. LC. YiLUT TESTING & ENGINEERING COMPANY ASS16CIdi4tt Ino. f N OLD' 15-.065 j2/J1anT6: 07j77J17 `j 6355 P.%38th St,St,, 305,.IARGRBA GkMNS,:FIORIDA'3316 424'8;'WBS}f0ad9 DF)Ve s 1111p t Phona:(305)871'1530.Fak (305)871,1531 DRAWING No ^ ftl t+ a-mo.1:D71acaQaoi scam West Polm Beach Ft,33407 3 ^µ47s1 •......, lir ft4 EB-0006719 I 4 17-107 WALTER A.'TILLR Jr:P.E. ,,,{.94J DATE FLORIDA U&9 44167 5 ' SHEET . P.E SPAk li�tlf� 6 13 0-20 IMAMMUM ANCHOR* SPACING ({p CHEDULE FOR A MEN MAX": SHUTTER SPAN,' [ysy D DEG( N� ALINE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR.CONCREM OR"CONCRE!E.BLOCK_INSTALLATIONS (SEE MOUNT0001;J,K&t ON SHEET 7) _--._--'-POURED CONCRETE - - POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING.LEGEND W MUM I WALK GVER dl 1 TRENCH ORNNGUARD MOUNTING (g)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING.SPAS! TAPCON.OR { AjLO CUM REGAIVE PKMF.E Tlft6 W ALSR Or"SEWME,F9rSE59E.(4AT910 6w SD.Omin MM F ASA.0-11E011K PSE.BAI9IU•. .. -TAPCON WITH ADVANCED . '30 40 60'f75 90 120 160 205 30.46 60 75 90 120 160 205 30 40 60 '79 90 120 i60 205 JO 40 80. 76 90 120 160 205 THRFJ1bFORM TECHNOLOGY tt t2 10 9 8 ,8 6'-12 t2 t2 12- 12 1141 8.5 6.S 7 7. 7 7 7 -7 7 5. S 5-15 .5 5 5 5. 5:` ALL POINTS:SOLID-SET X-0° 14 12 '10 B 8 8 '6 6 12 12 12.12 12 '12 9.5 7 7 7: 7 7 7 7 7 7 5 5 6 5 5 5 6 5 BLUE TtaF ({1F.5$14 12 /0 8 6 8 6 6 12 12 12 12 L5 8 6 43 7 7 7' 7 7 7 7 6.6 5 5._ 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 10' 75 6 7 7 7 7 7, 7 7 .7 5 5. '5 5 5 5 5• "5 TAPPER+ 14 12 10 9 8. 8. "6. 6: 12 12 .12.12-11S 6:5 0.5 5 7 7 7 '7, T. 7 5.5 4 5 5 'S 5. 5 5 5'_ 4 -, _ • - - 4,-O« 14 12'.:10 9 8 8 6 fi i2 12 12"-12. 12 9A 7 5.5 7 7 7. 7 '1 7 7" 7 5 5 'S 5 5 5 5 5 14 12 10 B e $ 6 .e. 12 12 12 9.5 8.. 6.. 4.5 3.5 7 7 7 J 7 7: 6.5 5 9 S "8 S 8 5 5. 5 1P 9 IL""8. 6 6. 12 12 12 '12 10 7S 5.5, 4 7 7 7 7 -T ,'7 7 5.5 5 5 5 5 5 5 5".- 5 L4 12 '10 9 8 8 6. 6 52 12 12 11 9 7 $. '4` 7 7 -7 7 7 SS 4.'3 5- 5 5'. 5 '5 5' 4 3 5,_0,,. 14 ,72 t0 9 8- '8 6. 6 12 12 12 12 .10 7S $S 4 7 7 T. 7 7 7' 7 7 5 S S. 5 5 5_ 5 5 14. 12 -10 9. 8.18 6 .6 12 12 9S 7.5 6 4;5 3.5 - 7 7.7 7 7 7 5 3.5 5 5 5. 5 5 8 5 4 14. 12 10. 9 e 8 6 "6 12 12 12. 9.5. 8 6 44 - 7 7 7 7, 7. 7 5.5 '4 5. 5 j 5 5 5 "5. 4 * SEE ANCHOR 14 12 10 9 8 8 6', 8 12 12 iS 9 7S 55'-4 3 7` 7 7 7 7 4.5.'S = 5. 5 S;. 5 5 4.5.3.5 - $FECI(:TCAT7ON$ 14 12 10 9 8 8 6 "8 12 12 12 10 8 6. 45.3.S 7 7 7 7 .7 7 7 7 5 5 5 5 5 5. 5 5 ON SHEET'13 14 X12'tO 9 '8 8 6 6 12 12 8 6 5 4 3 7 7 7 7 5.5 4 5 5 5 5 5 5 .4 3 14,12 10 0 8 8 6 6 12 12.10 8 6.5 5.. .75 - 7 7 7 "7. 7 6 4.5 5 5' 5 5 5 .5 4.5 - - 14.12 10 9 8 8 6 6 .12 12 10 '8 6.5 5_ 3.5 - 7 7 7 6.5 5:5 4 5 5 5 5 5 4 -3 14 - 't0 9 8 8 6 6 12 12 12. 8.5 '7 5. 4 3 7 7 7 7 7 7 7 5 5 5 5 5 5. 5 5, 5. 14 12 '10- 9 B 8 6 :6 12 10 6.5 :.5 4.5 3 - 7 7 7 7 6.5 -5 3 - 5 5. 5 5 5 5 3.5 3 14..12 10 9 8 8 .6 6 12 12. ILS 7. 5.5 4- - 7 7 7 7 7 ,5 - 5 5.' S 5 5 .5 + 0 VALID ONLY FOR UP TO +70�. -75 14 12- 10' 9 8 8 0 - 12.-12:.8.9. 7 5.5 4' 3 7 7 7 5.5 4.5. 3 - - 5 5,. 5» 5 4:8�.3.5 - PSF A.S.D. DESIGN PRESSURE 8._O. 14 12. 10 9 8 8 6 - 12 12.10.5 7.5 6 4.5.35 7 7' 7 "7 7 7 7 4 6 5 -5 5 5 5 6... 5. RATING & FOR SPANS PER - 14 12 10 9 8 0 6 --12: 9 6-4.5 4 3 - - 7 -7- 7' 7 5.5 4 - - 5 5 5 5 5. 4 3 - SCHEDULE #3, SHEET 11 14 12 10 9 8 8 6 12 11 7.5 .6 5 .75 - 7 7 '7 7.5 6 L5 - 5 5 5 5 5 4.5 - 14 12 10 9 8 8 - 12 01.5174 6 5' 3.5 - -17 7 6S 'S 4 - 5 .5' 5 5 4 3 9,_O« 14 12 10 9" 6 8 - - 72 12 9.5 BS 53. 4. 3 - 7 7 7 7 7 7 ,6 3 5 5 5. 5 5 5 6 5 14 12 10 9 8. 8 - 0.5 8 5 4 3.5 7 7 7. 6 5 3.5 - 5 .5 5 5 5 4 J 14 12 10,. 9 8- 8 - 12 IO 6.5 5. 4.5 �- - - 7 7 .7 6.5 5.5 - S 5 -5 5 5 4. 14 12 10 B 8 8 12 OS_ 7 5.5 4.5 3.5, -� 7 7 5.5 4.5 3.5 - 5 5 5 4.5'3.5 - 10 i+ 12 10 4 8 8 - - 12 11 8S 6- 5 3S - 7 7 7 7 7 .7"44 - 5 5' 5 5 '5 5 5 4.5 14 12 70 9 8 8 - 9.5 7 4.5.3,5 3 _ 7' 7. 7 5.5 4.5 - 5 8 5 5 4.5 3.5. - 14,12 10. 9 8 8 - 12 9 6 5. 4 7 7 7 6 S 5: 5 3 4S 5 - - 14 12 10" 9 8 8 - 12 15 6 5 4 3' - 7' 7 5 4 3 S 5 5. -4 3.5 - 'I1;-C•14 12 10. 9 8 0 - 12 10 7.5.5 4.5 35 - 7 7 7 7 7. 7 34 - 5 5 5 5 5 5 5 4 y 14 12 10' 9 "8 8.. - - 8S 6.5 4 3.5 3 - 7. 7 6 5 '4 - - 5 S 5 5 4.. 3. //�I�l 14 12 10. 9 '8 8 - - 11 8 5.5 4 - - - 7 7 7 5.5 4.5 - 5 55 5 4.5� - - - 1'f .Nv BL-ADE ONLY L11 12 10 9. 8 1,6 8S 5,S 4.5 3S 7 ? 45.35 - 5 5 4.5.3:5 3 \ 1,1•-0"14 72 10 9 'e - - 12 9.5 6.5. 5 4' 3 - 7 7 7 7 .7' 6 3 - '5 5 5 5 S 5 4,5 3,5 " 14 12 10 9 8 8. 6 4 J 7 7 58.4S 3.5. - 5 5 5 45 4 .3 t4.12. TO 9 8 = 10 7.5 5 .4 7 7. .6.. 5 5 5. 5 5 A 74 12 -10 '9 8 0.5 6 .5, 4 3.5 7 6,5.45 3.5 - - - - 5 5 44 J.5 3 -, 13,_O»14 12 70 9 6 - - - 1,5 8.5 6' 4:5 3.S 3 - 7 7, 7 7 7 4:5 - 5 S 5 5 5 S 4S'35 14 12' '10 "9 e' : 7 5.5 3.5 J 7 7 5. 4' 3' S 5 5 4 S 14 12 70 9 B 9 7.4.5 .75 - 7 7 5.5 4:5 - - - :5 8 5 4.5' 4 - 14 12 10. 9 - IO 7.5 5- 4 S - 7 6 4' 3 - - S 5 4 3 - - 14,-0°14 12 10 9 - - - - OS 8 5.5 4 3.S' - - 7 7 7 7 7 4 - - 5 5 5 5 S 5 ♦ J 14 12 10 9 - IS 5 3 7 7 5 3.5 - 5 'S 5 4 14 12 10 9 - 8.5 6.5 4 7 7' 5 4 5: 'S 5- 4 14 72 10 - _ - 9 7 4,5-3.5 3 7 5.5,3.5 - - - - 5 5 35 3 - - - 15`-0"14 12 10 _ _ 10 7.5 5 4 3 - '- - 7 ,7 7 7 7 3.5 - - 5 5 a4z 3 14 12 10 '6 4,5 3:. 7' 7 4.5. 3 5' S 14 12 10 - - - 8 6 4;. - - 7- 7 5 - - - - 5 5 14. 12 '10, - - 6.5 6.5 4 3,5 - - - 7 59 3.5 - - _ - 5` 54 12 70 - - - _ 9.5' 7 4.6 3.5 3 - - - 1 7 7' 7 6 3 - - 5 5 54 12 f0 - - - - 6 4.5 3: - - - - - 7 6.5 4 - - - 5 5 14 12 10 - - - 7.5 5S :75 - - 7 0 4 h - - 5 5 - FLORIDA BUILDING CODE{Non Nigh. 'Velocity HurricaneL Zone • _S�TTy-`��. /��at 02017'TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC: BERTHA HV TM i L E C O ,>�1�. A.&&A, Accordion shutter System H.Y. BLADE#1 WJ OR Wf¢N V.Y5#NDOW BADE • =\J *{ TILLIT TESTING & ENGINEERING COMPANY Am®r•iaan Shutter Systems Ey,x oE5c91PttOx DATE DRAWN Bt• L.C. (}•� �r" 'y b355 tiW TES IN 9t4 305,GINE RING 75.'t'tOPARDA 3314 Association, Inc. I OLD'15-085 07/27 11 DATE 07/27/17 ti 4268 Weslraads Drive 2 Phone 1 ,St.(305)871-1530 Fax:(305)871-1531 DRAWING No _ TLA 4-moi titocoaoo!.con West Palm'Beach. FL.33407 3 ~`-OfQNAL E � `1t Ee 0006719 4 7--1�7 dtl WALTER A TILLIT Jr,.P.E. P.E. SJitCNAfURE/DATE FLORIDA UC.�44167 5.- SHEET 6 14 OF 20 MAXIMUM A S'D DESIGN PRESSURE RATING (p s f) AND CO, RRUM ANCHOR SPACING (Yj;) $JHi=E FOR A. GIVEN MAX.-SHUTTER`SPAN_.NEOATIVE''A,S.D.-DESIGN PRESSURE RATING AND.A'CORRESPONDING MOUNTING TYPE. (SEE 116UNTINGS.ON,SHEETS 16&17). . 1 B T f-�!..a.T E SOUTHER -PINE No. -SPRUCE PINE 5 CE PINE SOUTHERN PINE No. 2 W/ MiN, 6=0.55, J' SPRUCE PINE FIR NORTH SPRUCE;PIN£ FIR SOUTH 1./2".MIN. COX 2 Wj MIN.G=0.55; FIR NORTH FIR SOUTH DOUGLAS FIR'W/ MIN. G=O;50 W/ MIN. G=.0.43 W/ MIN, G=O:36 PLYWOOD �101U %IR W/ W/MIN. G=043 W Ma 6=6.36 NAVAUM SPAN-(H) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS 'CEILING MOUNT T FLOOR MOUNTINGS FLOOR,MOUNT)NGS FLOOR MOUNTINGS WALL,MOUNTINGS E1:0.WALL MouN'nNGS 8.0,'WALL,MOUNTINGS 8.0,WALL MOUNTINGS M,'N,,0 & R M, N, O & R M, N,.0 & R P & Q. S &V S'&V S'&V w & X w&k w &.x 0z NTRx Rum WK(all -tf90i RGTS6flAKZ aRCT QeJ71EUDh fR'Sa7EEEiC(➢ro) O[94i I!(U'NE Wd9M'E,:TAta;(jsry---Rum HWM.R>SitE PR7C :llAii ILgTIF fP59.kI RE16 t)sfj Ci99 wMe"Em PAIKI DS11 RMIi£R59AS<4t11G(p9i SL UE5131 RTAIAE'R}SAH PMM.(p Q SR D301 KGIIVL Mlff 30;46 60''75 90 b5 30 AO 60 75. 90:OS 30 40 60 75'.90� Lz5 30 40 •60.75:90 05 30 40 60 75 90 45 30 40 6Ct 75 90.05 30 a0 60 75 90, a0� BO'75'9b 05 30 40 60 75 40.05 30'4q fi0 75 90 05 ' -p'OR 12. 70 10 9 $: 8 6 6 °6 6 6' �6' 12. 10 10 9 : 8 8- ,6, 6 S 6 6 '6 12 10 10 9 B8' 6 8 6 6 6 6 6 5 4. 4 4' 72 12 12 12: '.12 T2 12 12 12'12.12 12 12, 12 77 12. 12 '4'-0" 72 t0' 10 .9 8 8 6 6 6.8' 6 6 12. 10 74 9 8 8 B $. 6 6 6 S 12 i0 iD 9 $ 8 6 6.. '6 6' 6 6 F6 5 4 4 4-, i2 tZ i2 12 12 f2 12 2' 12 12 12 12,12 12 t2 i2 f2, 12` 10 10 9 8 B 6 6 6 6 6'S.5 12 10 10 9 8 8 6 6: S 6 6 5 12 10 10 9 8 '7. 6 6 6 6b 5' 6 5 4 4. a 12 12 12 12. 12 12 12 12: 12 12 12 12 12. 12 12 72 0. 6'_q"- 12 10 10 9 8'6:516 $ 6 6 5.5 4.5 12 f0 10 8 8 5 6 6 S 5.5:1,5 14.5112 10 10 9 5 3.5 6 6 6 6 _5 4:5 6 5 9 4 3.5 72 12 12, 72 12 12 12 12,12 12 12 12 12 12 12 10.6.5 12 1D f0 9 6.5 4 -6 6 6 :5 4.5 4 12 10 IO 9 5 3 6 6 6 5 ;4 3.5 12 10 10 7 3,5 - 6 6 6 5. 4 3.5 '6 5 4 4 12 12 12.12 12 12 12 12 12 72.10. 12 12 12- 0.58.5 7.512 10 10 7.5 4,5 3 '6 6 6 5 4.3.5 12 10 16 6 3.5 - 6 8 5 .5 3.5 3 12 10. 10 4 - - 6_..6 5 .5 3.5 3 6 5 4 - - 12 I2 12 12 12 12 12 12 12 ii &5 i2 12 1.5 3. .7.56:5 9•=0" 12 10 10 5 3.5.-, $ 6 55 .5,3.5'3 12..10 9 4 _ =, 6 6 4.5 4 3 3 12 IO 4 3 - 6. 6' 4.5 4 3 3 8 5 3.5- - 12 12 12 12 10: 12 12. 12 11. 9.5 8.5 12, 12 10 $I 6.5 5,5 10'-0' 12. 10 7J5 4 - 6 6 5 4 8 12 10 `6 3 6- 6 4 .5 3 12. 10 :3 - - 6 :6 4 .5 3 - 6 5 - - 72..12 12, 1.5 9.5 12 12 12 £0 8:5 7.5 12 12 9 7 6 5 ii'-b' f2 10 5:5 6 6. 4,,5 - - t2"10 4.5= - 6 5.5' 3.5 - - 72 f0 - - - - 6 5.5 4 - - - 6 5 - - 12' 12 12 10 8.5 12 12 12 9.5 e 7 12 12 8; 6.5 5:5' 4.5 12'-0" 12 10 4.5 - - 6 6 4 - - 12 10 •3:5 - -. 6- 5 3,5- - - t2 t0' - - = 65 3.5- - - 8 5 - - 12 12 L5 9.5 8'12 12 i t. 8.5 7 6 6 5 4 12 10 - = '6 6 - 12.10. - - 6. 4,5 - 12 7.5 - - - 6.4,5 - - - - 6 4;5 - - - 12 .12 12 10. 8.5 7.5 12 12 10 8 6.5'S:5 12 0.5 7 5.5 4:5 4 14'-.0" 12 70 - - 6 5.5 - - - 12 7 - - 5.5 4':5 - 12 7 - - 5:5 4.5 - - - •- 6., 3 - - - 12 12 12 9S 8 65 12 12 9.5 7,5 -6 4:5 12 9.5 6.5 5 4 3, 12 - - - 6 - - - 12 - - 5 - - 12 - - - 5 - - - 6 - - - - - 12 12 11 ,9 7:5 5 12 12 B.B. 7 6 4 12 9 6 S 4 - 16'-0" 12 - - _ - 6 - - - - - 12 - - - S ^ C- 115.- 12 12 f0. 8.5 6:5 4.12 12 8 8.5 5 3 1.58:5 5.5.4:5 3.5 HV BLADE OR HV BLADE W,/ �A HV WINDOW BLADE WORKING IN UNISON* v ♦SEE uv-",,f ,f USE FOR 6UD-((y dt+5?Htl 19 + NOTES ON ANCHORS'REQUIREMENTS: WOOO-SUBStRATES. 7.ANCHORS TO WAIL,FLOOR OR SOLID WOOD:SOFFIT SPALL BE AS FOLLOWS: 3,SUB9TRATE'S14AU CONSIST OF THE FOLLOWHO:.-SOUTHERN PINE No..2,W/'G=0.65(N.D.S) - 1/4"O TAPCON ANCHORS,AS MANUFACTURED,BY Lt.W,BUILOE7f W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) _ EACH SECTION ON SHEET'S 16 do 17. -SPRUCE PINE OR NORM W/G=0.43(NAS.)' EXCEPTION:SEE NOTE 3 BELOW. -SPRUCE PINE OR SOM K/G-0.36(N.O.S) _ -MIN.1/2"CD%:P1.11YS op(1$86 APA) 2.'ANCHORS TO HOi.LO1V COUNG-SHRL,BE AS PER MOUNTING'TYPE U,SHEET i7 AND SPALL CONSIST OF LAG SCREWS AS.PER NDS 2015;SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE'RECOMMEHDApaNS AND SPECInCATIONS DF THE. . - ANCHOR'S MANUFACTURER.. . „ FLORIDA BUILDING CflDI:{Roti High Velocity Hurricane Zohe 62017 TILTECO.INC. ©3017&STERN METAL SUPPLY;(NC. ��' '� J� /� BERTHA HVTM ` T 11 L 1 G.b V i H` A(r �A)• H:v YAC CECOI d M o��.vVt er yBISAOE01T1 e 1 dA. TICCIT TESTING k ENGINEERING COMPANY mAmerican Shutter Syste $ EV..N DESCRIPTION , DATE,I DRAWN By. LC. Association. Inc. r OLD 15-085 7J27/1DATE- 07/27/17 ^ 8355 NW.36th. 51 305 Ym, GAR05)0 1-is,3IDA 3316 O o� 4268 Westroods Drive 2 ' t Pnone:(305)871-1530.Fax (305)8)1-1531 DRAWING.NO tt m a VII-ft 1- West Palm Beach, FL.33407 3 NAl EN�� II% EB 0006719 4 1:7-107 SII WALTER A TILLH`Jr�RE FLOFJOA Ue..6 44167 5 SHEET P.r. SEiC%`SfFrNA(URE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & HV♦ BLADES. AS APPLICABLE ..". WALT FINISH- MAX. SHUTTER SPAN L+ 0 — FOR. INST LLATIO 0 WOOD— T H t ONLY-SH` LL BE LIMITED TO 0 :0 nsf. A.S.D. DESIGN PRESSURE T G SEE SHEET 19 FOR MAX SPAN & TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & WORKING. IN UNISON D.C. j ^• .�'. TAPCOM WITH A THREADPORM TECHNOLOGY ,j 1,/4"0 TAPCON.OR f 1/2"Min.PENETRATION �' ! iAPGGN WITH'ADVANCED THREADEORM TECHNOLOGY - I OF THREAOEO AREA:E0 1 W/ , 1/2"Min,PENETRATION OF THREADED AREA TO EXISTING I MN.SEPARATION EXISTING WOOD H"eADER, --.-_-- I WOOD HEADER.-(SEE SCHEDULE ON.SHEEP'15)' TO GLASS{SEE I I ) 0R {SEE SCHEDULE.ON SHEET 15} f'yi� I - 1/4'0-20x3/4 S.S.MACHBJE ( SCHEDULE ON,SHEEP SCREWS t5T/i/4"-2G NUTS F—11 FOR RADE SAND J •\t_ t ol?� ; 1.'•' 1 iv 1—� ... i2'o:C:. B ON SHEET 19 I \ I I \ Mrn. IXIrnNc 6 BLADES(D& A 1 GLASS _4 I i OR 15 n i s s t I' tttFfNtSH/I' UN 1 1 I i rf J 7, _.%� •�Ns If i.I�OFDONAL I/ _! I i/, •� .WALL { EXISTING MIN. I r FINISH I a I OR 2`x4 WOOD ! - EXISTING MIN. ♦ t HEADER REQUIRED f ) DR •" B -2'x4"WOOD t } ` ' OR TAP6ON tl HEADER-REQUIRED T j7 REgD ORM TECHNOLOGY WITH LADVANCED. EXISTING f MIN.SEPA44nON I I I 6 ) t 1 t iS/ GLASS-•-'J, TO BASS{SEE '(. I ,!' t \} i( '# Min,ING WOOD HEADER. FkIIE AREA,TO IL_'SCHEDULE ON SHEET EXISTING � MIN. SEPARATION TO GLASS I. t } t 471 t{ I EXSEEnSCNEDULE ON SHEET t5 tl. 11 FOR BLADE Q)AND_ I GLASS (SEESL`HEDULE:ONSHEET d,) 'I, I i t1� }}i 3�1 f tl { }ON SHEEP 19 FOR - -"4 Y.L,!_.' fl.u.,i_. '+ X_2"x4"COIJT.SILL 1 8LN7E5 G)� 1 PLATE REO`D. �N HV.WALL HEADER INSTALLATION OtiY WALL SILL INSTALION HV WALL HEADER.INSTALLATION EX"STING 'MIN.SEPARATION TO GLASS .MIN.SEPARATION TO GLASS }- L + ) {SEE SCHEDULE ON SHEET 11)- Gf'ASS _Dc+SaNG (`_(SEE SCHEDULE ON:SHEET 17). ! 't 6 - x MIN.SEPARATION TO CLASS I - T Gg�� EXISTING 2'x4' ON 1 OLASS—i - WOOD PLATE (SEE SCHEDULE QN ,1) C '1 @ 1/4-0-200/4* &S. . I I I 5 S MACHIRNE SCREWS 1/4-0-20x3/4"s:S: usirc I/a"-zD Nurs II MACHINESCREWS W/ ypo ® 12"O.C. '21 FINISH O.C. OR8 ii__iOi! -20 NUTS 0 12 1/4 I \ j 1, 0it 18 T oR T rJ � ff yef ,t f :: t L EO ' � �, I ) L g t t ''if TAPCON OR TAPCONMWITH ADVANCED 4g 17 ` r• 'I6R�, �y. ( 1t !it ! t 4(. 1� I MRFADFORM TECHNOLOGY,W/ T 1f2" 5 2'x4 CONT. I E M'n PENETRATION OF TtJREADED..AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED I 1.i f 5°-.St 'i 4.0 TAPCON OR NOTE:. 1 7•RER'D. , ,.SILL PLATE EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/ t/2" `+-;•--^•- " / _ 1 t t I (SEE SCHEDULE ON SHEEP 15) PENETRATIONOF THREADED.AREA INTO PLYWOOD i THRCPAOFORM TECHNOLOGY ON WITH ADVANCED 1 SHUTTER ASSEMBLY. ,SEE SHEET,4 FOR TYPICAL ,1,1. I ,....LLL. I WALL FINISH fl`t`-j--»S'' (SEE SCHEDULE ON SHEET 15}, EXISTING NIH.2'x4" t 1/Z'MIN.CD � ,I ' ;Y PBYWODO REO'D, W/ 1/2"_Min.'PEHE?RAnON Of 2-MOUPJTINC SECTIONS CAN BE [ t/2"MIN.COX PLYWOOD;REOb: STI10S O i6'-O,C.MN(:� WALL FINL5H�THREADED AREA INTO PLYWOOD COMBINED_IN�ANY WAY TO' REO'a. PLTW 00.TO ITE (SEE SCHEDULE ON SHEET 15) SUIT ANY'INSTALLATION: ®HV WALL 'SILL INSTALLATION ISTING MIN:•2"x4^STUDS 0 46 O.C.MAX, RECO- ATTACHED TOO STUDS IN PLYWOOQ TO BE ATTACHED TO STUDS IN ACCORDANCE . .ACCORDANCE WITH 1VITH SECTION 2308 OF AHE F.B.C. SECTION 2308 OF THE &HV WALL SILL INSTALLATION ,;SEE UL ATIONS OF USE OF QP HY WALL SILL IN57ALLA7iON F.B.C. BLADE to oN SHEET 18'• Cy�jjA,r,,,y FLORIDA BUILDING CODE(Non High Velocity Hu�rr/icone Zone 62017 nLTECO,INC. .�2D17 EASTERN BEIRTNAS HLY TM. . Vyt� �''•`�' Accordion.Shutter,System A & SA y r IL Q l N C.. . • . ■ KV. BADE#1 W/,OR WHO H.V.W NDOW BLADE TfLUT TESTING & ENGINEERING COMPANY American Shutter Systems TEV.No DESCRIPTION DATE DRAWN.DY: LC:. 'O Assodidtion Inc. 1 OLD I5- 2it o85, 7 LUTE: 07/27/17 63 55 N.W,36th,.SL.61 365,NRGW1q CARUENS,kL6I@A 3316 1 •ted---^=i,��� 4268 WtroodsDra Phone:(305)871-1530.ro {305)871-f93i es . va z _ DRAWING No t� (ORIt1P.` ty.tti z mm� tats.*6f­.Liam. WAst Pair» Beach, 'FC 133407 3 (71.07 '•�'y"•••• rt4, WALTER ADT6.L71'X Jr:.P.E. +8 4 FLORIDA U.E 44167 .5 - $HEST P.EsSPJeLf 1t WR DATE 6 1fi OF 40 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORZ HV & HV* BLADE'S (AS APPLICABLE MAX: :SHUTTER..SPAN L+- OR L--FOR.INSTALLATIONS -INTO 'WOOD: WITH.--HX-BEADE- i. ONLY �- S� ALL B MITE 105.0 sf. .S. DESIGN PRESSURE.-RATING. S E 'S 19 FOR MAX r WALL FINISH - SPAN .& DESIGN 'LOAD .FOR INSTALLATION WITH BLADEFr 'WORKING IN UNISON •.. R F ,I4'0 TAPCDN OR _ EO EQ.=••I--'-2"MIN.-- ( ' 44x6 (0.fin.).EXISTING I I TAPGON WITFI.ADVANOED / EDGE (1F APPLIQA&C) �``� -�"•` �,. 1 .. 0 SEAM RE011IRED. f _ y' I THRTAF3FORM TECHNOLOGY URAL.ADEOVACYi _ — .. ,"' I 1 Wf•,1 1f2'Min.PENETRATION .1/4"0=20x3/4"S.S. OFftBXISTEG WOOD SEAM r 1 rr 1•�^� - �N �'� ' EXISTNGOF YtO00'HEADER:' 1ED AREA toy' PFUWPS TRUSS HEAD - tF(EO BY - r i(� I ..�-• ..EXISTING,WOl7b J iv MIn.M .MACHINE SCREWS REGISTERED ENGINEER OR r"x .' f __ ' 1 ; (SEE'SCNEOULE:-0N SWEET 16) wf 1/4T-20;NUTS ARCHITECTPRIOR TO EO✓, EO ;-=-�- TRUSSESOR .. ! i i I i • - EO .49'}2 O.C.' - SHUTTER INSTALLATION. / ft-...._7 f2 ..}f2• •— RAFTER®,.24" r r O.Gi G REQUIRED 03 trJ TA4C0 TA WITH AOVA EXISBNG SOFFIT ' .. { •z _' •.257• THREADFORM,TECTIMOLOGY r r µ_ f T 3f4'-Max THK:. Max, W/ 1 1/2"Min.PENETRATION �✓ Jf 14x3/4" EO E0-•' t� 1'k4 1 f$ CONT PLUM TUBE OF THREADED AREA TO •(f :SMS. .I (617Fi3 TB ALLOY}WJ APTtONAt EXISTING WOOD'HEADER, /% ®6"O.G. { •(3)S/16"0 LAG SCREW$°TO (SEE,SCHEDULE ON SHEEP 15). O' @ ^ t Cr 13 O{ 1,5 LOGN RAFTER OR TRUSS. { 1 t or i 3 or i 5 i'., ATE MIDWIOTH�OF SCREWS AT WOOD I EXISTING MIN2'x4" i I. .FdEM6£R (2 Min. NOMINAL_ t „. EXISTING--} HEADER REO'l7 OPEN HOLE'AT EACH 11111)H)W 2'Min. .. GLA$5 gI MM.SEPARATION.TO GLASS. •{ I STUD TO ACCEPT _ • PENETRATION-OF THREADED ” } (SEE_SCHEDULE ON SHEET 11} EXISTING, 1_ t 5/16'0[ SCREW A4EA VAL10 FOR AT CENTER OF TUBE. INSTALLATIONS WITH 72pgf ASD DESIGN LOAD ANG )..: EXISTING tnu.S@PAQA" I N 9`-0 MAX SPAN THIS ( I TD'.GIAS`5,(SFp ,n ) HV WALL `HEADER INSTALLATION samXxE a 5 3T G ASS To uAs( E !NSTAL.ATION IS ONLY VALID ' }t•fat lAAOE phm. ('� '='O ^E 9iE:T FOR WO(O W/MIN.SPECIFIC i aJ 5tiR•.ET is Tam GR( I 11.FOR emu° GRAYRY OF 0,50'A5 DOUGLAS N yr`F� 61''>�a1 I �gIAp�ES�&,C I ♦ FIR OR SOUTHERN PINE No,3; I SEE SHEET 4 FOR TYPIC&SHUTIER ASSEUSLY .t DI?® OR EQUAL' 2 MOUNTING SECTIONS CAN SE COMBINED II TT HV CEILING. INSTALI:ATI. .N W ANY.WAY To SUR ANY INSTALLATION. LI H- CEILING IN LLQ 0 1 � . OR 1 L MEN_ I ) g MIN.SEPARATION TO GLASS EXISTING WW as_IkA? I x � $O CLAS I I I (SEE SCHEDULE OW SHEET 11) 11 FOR eeDE3}AND TO CLASS 't GLASS I a+StEaT is TrA i f {SEE SCHEDULE I ): CLAN--{ ION SHEET 11) ., EXISTING '.I I .t �, ( titADESCU.t'Q1 :\ ( I I ( I i , t I j ANCHOR !( EXISTING I 8 I. 1 "• 6 ALTERNATE- LOCATION CLASS I. I i I 2Px6" . • Wim'' I 3/6•MIN. .. ,13 OR Max: 2"x6 MIN, 10x3/4",HEX., �I MIN.WO- CLASS-- FINIS / I t 'tf4 3fa u E EK- i DECK{REQUIRED. . _ S EAD ox I (ANO QNISH.. ASHER ti WOOD —1 DECK REQUIREO.(NO •_ _�_ LOWED} a I 1 FINISH ALLOWED} • —1/2, ,., CREWS I! t 9 EIXiE OF DECK 1 f2 1�"=-I Y. 0 - DECK!F IF EDGE PFJCADBEIEx Q r, �` - ` cv IF..APPUCASLE :,,.._ - £ APPLICABLE L�--•'-- - - `+: "VE S.S. '_-.---_" `.`._.---• S .F " 1t I •tf4"0 TAPCDN"OR -F\PNIWP5 TRUSS NI:AD. t 2'x4 'ON'. TAPCDN WITH ADVANCED M'n' MACHINE,SCREWS. - --' '-I "�`= I 1/410 TAPCDN OR TAPCDN WITH ADVANCED ✓ Slll PLATE THREADFORM TECHNOLOGY W/"j/4-20 NUTS 1/4"o'?APOOM OR'fAt'COt4.WITH ADVANCED TtiftEAOfOR L— .;{ THREAOFORM TECHNOLOGY M1(3 1%2"Min. f �2"M!N•_" L }Y 1 if2 Mn:PENETRATION 9, iY O.G. / 1/27 2MiN. PENETRATION OF THREADS O THREADED AREA TO. TECHt:OLOGY V 1 ' N n PENETRATION OF THREADED AREA T0;EXISTING W007,HEiAOER. SEE ----•—� EXISTING WOOD,HEADER. AFEA,TO EXISTING'NOD HEADER:{SEE-SCHEDULE ON SWEET t5} SCHEDULE.ON SHEEP T5}. (SEE SCHEDULE ON SHEET)5) ♦;SEE;LIMIT aF uSE FOR ,O}LV- WALK-OVER INSTALLATION (),HV WALL SILL INSTALLATION MIL s. `.#1V FLOOR INSTALLATION FLORIDA BUILD}�C;CODE Hon Nigh YBIOCI(" HurTicone Zone ...4£1 .••°' '�� 02617 TtLTECO.'INC: l41`-2Dt3 EASTERN METAL'SUPPLY,INC.�..� BERTHA HVTM Ai " A Accordion Shutter System r ■ xu RAE#t W1 OR w/o H v.wtNWIv MADE Amerldah ShyHer Systems EV:N a6scilFnoW DATE DRAWN Br: LGv TII_L.IT TESTING dc•ENGINEERINI3'COMPANY Assoclatlotij Inc. t OLD 15-;085 2y27 1 DATE: 07/27/17 „ 6355 9.W.36th,St.,Ste 309,ARMN1A GARDENS,Pt.&WA 3316 Y�q }--"".•.' �41btl. Phone (305)871 1530.Foz t(305)871-1531 4268 web}fOOdS Drive 2 DRAWINNo i7 A,q q�s, e- 1:Lift e...aot yarn West Pairn. Regcit, FL 33407 3 /'t �,YPiL Ins< �.=A1 EB-0006719 4... 17-"107 WALTER A MLUT di.P.E. '•• FLORIDA Ua, 44167 s. SHEEP ... P.E, SEQSIGNATURE/DATE 6 17 OF 20. -_----END INSTALLATIONS-M HV BLADE OR i; WINDOW BLADEINTO 2"x4" MIN. WOODSTUDS 2'x4'xx nOCp .STUDS REGO., 21l•Mi".W066 STUDS REQ 'D. b. WOD0:.9i1ll1S UPCQ`r 1A[4 _ (AS AP(1CA8LE} L \ I r ANCROR O 6'O.t.. t r' WOOD STUDS. I \ !I W/I I/2"uiN. \ I -�\ / PEynR,tnoN IMOTO?1r ODX IeLtE) rz� mm CR fYMSNO GLASS (' PLYwOW 0'ND \ ' StUDS ExFaT. Ext9iAIG GLASS'' / l'"•E%ISi1N,G GU55 'I / \ pusnu0 CLASS It CDX ADt SFPAAAwa1 1/2•WN.'CDX' fi(iA:•S. F'LYA Y TO QXEs(SEF _ Kro"NOe. :Y1atMXE at sEEt ry��sE i/2'M"coX TO OiM(SEE _ �aaE",spa TWFCA EET I6;i�W (608]T6 COrs.'e ry -I/2'LAN.COX Iat�low 19 f�OAR� r EEL.r��� Z'M" 1/2'• It ITS 81A E@AYO 4M CLOSER PLYADDD.,. RACLSO).d a1 STEEL 19 FCR M giro t9 M axrs2e�i_ AT ETT(AGE 1Iz' i TIN -' ' I a.nFs�x d ' — R d 1/T•4IN' AT mrIER sl um Dr.g ; CXI/2"S.N.S. )) // USE t tor 4Uc/ are BO..C. b16163„S.S., - /IiLA'+Ct 6"a6,_2. _ ��.•' {1{� i� (Q YTB+410 SYLnGtlA '.dV ()(IQ Fj3.S.451p IT 64 Te j i OR 4y� $ SEF eEFAx.x ...r' OR aye: •r' tnFm sIT I a tf, T r' . SIDE CONNECOOIi SEE DErm x rDRY :.AOR IO ?a> `S - I SEE OMAIL X FOR- s smteto'mcs C�b •O '�41Q�- sceeo s Cd 018 E -CONNECTION ENEND CONNECTION DETAIL(�9 END CONNECTION DETAIL 0 . i? DETAIL Q END-CONNECTION .DETAIL' / METING •RE USED ONLY FOR VMS CRFAR9 1f,1IA1 12'-0 _ /- S 2 SKIDS 8EDD �i/i•O 7APCMt A+YftORS. '1/4•Q TAPCON ANCNDSI ' Iw/t 1/2 fpN. /TOIL/2- w/I:1/2t WN, ars QC, - -•--�- i-.Ew9eNG G1ASS FENrMMN a 12'O.0 p ,�jt;@t O 120 D.C. To aAs sSW(Ort 1D E ,4 '1 SEE LIMA)ON S OF USE FOR I1tL56rNUMN ^_ �. 1/z'Ann: t,9n _�A� '8IAAE,,l ON SHUT t9 50 2 sEfT I-•-- ` I AYADES Q SR RR ut / 6�DLSD)ad rIN"M9EEa'T� xID 19 FOR 1 1/2 NN t It / . _ 1 - •�TOR - . ¢ i-E (1 Ly ,y(�:F(3�u§••rQt]a-�,F6p-.(LO�.�- '�WAi_FtrnSN 2•..•uIN:l}vdO N/LL (}6J,"'�+'� �aa,,.1/},^_O«tX,(LNO�,,•'19,0" :17 D"n�.DR.1�'on tytEw y irD.P�L3-T'X9- . s PLAN SMOS IFEO•D. FR45N L*L5• -'I1• 0•'4« , QETAIL END CONNECTION DETAIL,Q1 END CONNECTION DETAIL i2 FLORIDA BUILDING CODE(Non High Vei6city Hurricone Zone or. 1`�&VA •• f/},.•w 02017 i1LTECO.INC. C(?2017 EASTERN METAL SUPPLY,INC. VIS '��cEN;�;•...�.9 --- BERTHA HVM Q.&SAIIIIAccordion Shutter System. H.V. l3"#t W/OR W/0 H.V.WNIVv BLADE >'• 71LLIT TESTING k ENGINEERING'COMPANY American-SliuHeP SYSt8R13 EY:N. DESCRIPTION DATE' DRAWN 6Yz LC, w�0 Assoctati0n,,Inc, t OLD 15-085 /z7 i DATE:' 07/27/17 ' 6355 Ntt 361h SE',St 3DS WGINIA OMENS.FLORIDA 3316 `I Pb (305)871 1530 Fo (305)871-1531 4268 Westroads 4Mve 2' `v el Q-m'i ritQco6QDicom West Palm.'8etich, FL. 33407 3 G U T' DRAY1tN ',. EB 0006719 .. - 17-107 D WALTER A.iiLLrt Jr.P.E. A PZ SEAL`/SiGNATURE,/DATE FLORIDA L"• <4167 6 SHEET 6 18 OF 20 GENERAL S: ITATI AND CONAMONS 9F 1s-Foe BEeTFtA W. WORKING N .. - '.._ UNISON WMI NV WINDOW RIAYE PEI` 1,MA%:;A.S.D.DESIGN PRESSURE RATING:1+110.-•110:p.5.f. . el 1 2.MAX.SHUTTER SPAN:.96 . 3.ALLOWED MOUITTI :A,O.,G,&.H ON SHEETS�6,.�7.,AS WELL AS - MOUNTINGS.M.01'T.U&,,,W,ON.SHEETS.16&17. �.a OHLY CENTEAMATt�S Zi 2 (BOTH Wj'Yr,�O(k ROT ALLOWED V1RN 21 pa.tapS; `}2��"ARR�JED INA S11FfETRTCAL OR OPPOSING LAYOUT, ItI CASE OF OPPOSING Can®°" H v `C: UYOUf,457 MUST BE INCLUDED ONLY AT W'ER109 ACCESS SIDE.OF . TLP:EA:£ND ." • t s ♦ ♦. ' / ♦ .. :5.(A)HY WINDOW E SHAH.ONLY ALLOW A MAXIMUM OFtb OPENINGS - " a' "♦ •(3"0 HOLES)FOR 4 PER,BLADE AT SPAGNGS SHOWN ON'SHEET.& (B)MIN:CLEARANCE FROM TOP OR 86176M EDGE OFAW W kDOW,BLADE& MAX:•5'WINOOWS ♦ ♦ ♦ " OF ANY 3'6 HOLE FOR. SHALL BE 1.2': ALLO411 AT HV v to a, a" ,. WINDOW BLADE(t"Jy ♦ ,(C),FIRST OR, L§BLADE COMING.OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLABE,1 WINDOW - �♦ s ♦ s s ! ° Aa ,A' ♦ (6)HV WINDOW BLADE I@ MUST BE USED ALTERNATE TO A SOLID HV BLADE@ , • a EWT WIDTH. (E)C GHOUT'TESU SNAALL ALWAYS BE INS*LACA ENT ADENT TOA SOLID HY BLADE'i AT EtiitER SIDE OF THEM. - (F)-POLYCARBONATE HY WINDOW R.SHIALL BE INSTALLED,50TABS,FACE :SEE END THE INTERIOR OF THE OPENING BEND'PRDTECTEO.HV WINOOW�MUST BE CONNECTION �.._ ♦ ♦ • ♦ '♦ ^E1 £ �" ONLY INSTALLED AND LOCKED'USING A NV SETTING TOOL PROVIDED BY ASSA DETAILS ON SHEETS.. - :i.� INC: . 10'& 18 TVP. 836 ` FULL.HEICHT. :. � 6.SEE ANCHOR SPACING SCHEDULE.FOR INSTALLATIONSINTO WOOD FRAME t> ( R T3 8UIUANOS'ON SHEET:15,AS,WRED,BY,SPAN,AND.DESIGN LOAD.(SEE NOTES.; YP P t'�2 ABOVE). 7,SEE ANCHOR SPACING.SCHEDULE FOR INSTALLATIONS.INTO POURED CONCRETE T SPAN AND ODESIGN LOAD(SEE R CONCRETE, CNOTES'IK WALLO&.2 ABDV£)2,de/3 AS LIMITED • I 8.MINIMUM-SEPARATION TO GLASS SCHEDULE:PER*ASTM E-19950 D H .5 (SE,PLAN FOR ROUIREMES) tYP W LC TOP,&BOTTOM MND ZONE MINIMUM SEPARATION TO GLASS 'LIMITED VADTH-- 1 3 1" MN 5EPARATIOI4 TO GLASS EXISRNG CLASS ELEVATION - BEE SCitEDIJiE GTS SNEET t1 FOR atSTE� 4 6.25` j `� --- M®0Y TBS 5l EET FOR BATF Q$�A s r . .EE NOTE 4 ABOVE) CTIYP �,! T P. SYM E7RICRAL CENTERMATES�21�. f`''�, Wj O 5 AND. '••.� . WjO 3 I(SEE NOTE 4 ABOVE) ��� PLAN4 TYPICAL 4)HV BLADE WORKING IN UNISON WITH HV WINDOW GLAD€ SHUTTER* ATit.f FLORIDA BUILDING CODE(Nora High vel6C4 "Ordcone one, •• t/ @201.7 EASTERN METAL SUPPLY,INC.. ;. . :j rnisF •.. 'P2017 TIL7ECO•INC. BERTHA HVTM 1� /� Accordion Shutter System J� !'I!>f�7 r S'r/!1■ H,v:t�E#r.w/c(�wjo H.V.v�ts>avMADE rJ' American Shutter'Sysferns EVJ N OESGRIPRON DATE DRAWII 8Y: LC TILLIT TESTING & ENGINEERING.COMPANY Association, Inc. 1 OLD )5-085 7/27/7,DATE:. 07/27/17 ® �C sass Nw.3i( SL:.7 os,vI Fa. cAROF)8 RORID1"153U�31e 4268 Westroods Drive 2 •••,�Q •s�'tt Phone (30S)B71 1830,fax (305)871-.1531 DRAWING 1`10 - � _r.0 LaLecoaevl,co WeSt Palm Beach, FL 33407 3 1 1 ED- WALTERAOTOO.UTIVF.P.E. 4 17�1 O/ .•�" •••`•^ FLORIDA t:tc,k 44161 .s' -,. SHEET P,E SEAL/SIGNATURE/DATE 19 oir 26 2'000 Mox..�- 6 1-1 2x 0n35 THICK I-NSTALLATIONS. •W,/ i HV BLADE .& HV CENTERMATE.S --I _'I M A 653 GFinOE+D .MID i ('ox- .. 436 _--, - - _._- _.. .INTOE:-ME-TAL--STUD-.WALLS tin G-.60 GALV-STEEL .. � ~METAL STUDS RT,16`OC _.W.- 114"g � :475" * 3a �L NOMINAL +f 38 S A DDE . o �IMJNUM SL EVE t�3/4"x s i/4+x o035 HICK MM. ,43c 72 N� SY_��M INSTALLATION TO METAL STUD .WALLS �RDION SkUlTbR - CONT.GALV,STEEL TRACK.CNrWNEL,.i®:6",O,C. O+6 O.C.^.' 6063 TS .. ASTM A-653 GRADE+G.tam.G-60 I SEPARATION-TO GLASS SCHEDULE N -- .�Q GALVANIZED FASTENED TO STUDS '�''''�'"�' 3 •ALLOY w/'(zj#6i/2'TeK scREws ON AS FINISH 3g• , z 1: MAX.,A S D. DESIGN PRESSURE RATING +.75,"- 75 (psi) I Max. INTERIORh.EXTERIOR FACE. r'(•. .AS"APPL(CgeLE - r' y 2. MAX. SHUTTER SPAN S4?`. - WIND ZONE MINIMUM . I MIN.SEPARATION w ASTM E-1996 SEPARATION 43a LENGTH t',1" Exl'nNc;GLASS--I to ECAs 3. ALLOWED..MOUNTING: MS ON THIS SHEET. TO;GLASS - a"0-203! » .. --(SEE scHEiuLE)'' t: ONLY ENTERMATE 21 W/ 24 ITV LOCK ARE ALLOWED t THRU'3, �^ 1�4 f� 4 $QLD` - MUST PENETRATE. WITH 21 'ARRANGED A' METRICAL LAYOUT, USE OF'(2) 35 (6" LONG, MINIMUM), MUST ALWAYS 13E 4 4." 1 3/4"x 6 1/4•x 0.035'TRICK Min.1 'IX75TINC f1NISH INCLUDED'AT TERIOR OR INTERIOR ACCESS SIDE OF. _ CONI.GALV:STEEL TRACK CtWiNEL I AS.APPLICABLE .. 1.373" ASIA'A-653 ORAAE 40 MCO.G-60 I. 'I l 'I;I �� CENTERFAATE. N,�2,�0"�,a•_ , GALVANIZED'FASTENED TO STUDS I w/'(2)$6x1/2'TEK SCREWSON I d3c .: 43a ' � --�IR IR 'IMt:RIOR Si.EXTERIOR FACE ' N T f 4.0-20-THREADS:.. 1 ®6 OCx, 9 6 Q.C. o ¢. BLADE SLACK DETAIL HVF 1S ALSO VALID FOR 43 .1 4" TELCO CONSTRUCTION{ 1l2.; i2 38 CENTERMATE 21 APPLICATION WITH BLADE 1 / Cj _ _ O PRODU EAR-Loc' HD 6•z i 1!2"x 0.035"THICK w VAR7E5' a 6 O,C• M T�0 N E N T Min.ASTM A-653 GRADE 40. .a•fd3K, MET,0-60 S AT STEEL 1" MS .WALL H£ADER�SILL INSTALLATION CO METAL STUDS AT i6`OOC in `,. y-EXL'3ENG i1NISH AS APPLICASLE SCALE'3/9 1" 4 (iYP•TOP k B0TT0M) r t .,-.1•—_ 1'3/4`x 6`1/`4`x 0.035'THICK Mi., _... LE•X15TING GLASS- _ _ _ _ - .CONT,GALS.STEEL 7RAACK CHANNEL,L, ASTRTM6 3 . m E M .G-60••I I I I I JGALVANIZED'FASTENED`7o STUDS ! ; ' ! I'. SYMMETRYCAL I ; SYMMETRYGAL I ' T t =J w!(z)dsxl/z TEY scREws ON MIN.SEPARATION ES' i i I INTERIOR h ExTERIOR FACE ( `CENTERMATES W/ I I ;CENTERMATES W/ I TO GLASS z I ` I I I t - (SEE SCHESULE} tang. 1 3 ` ;f_.•_, ;.:;RIERIOR ACCESS SIDE.,' r I I...INTERIOR ACCESS SIDE I ¢'(t-TP,), .. IN - 3 is MIO.) IN — 24 ' _ - _ -- _ _ 1 - - -------- --- ---- - ---- - --- --- -- - - ;AD ------ ------ -.....-�_ _ --__«,.----�•- ---_------_------- - _21 } 21 ; 21 7. 21 o AT 1.2 : . " I HV HEADERJSl ENQs VIEW Y v 12 - " MAX.seAQKr _ SIDE CONNECTION TO TRACK YP I e 7 (cont.) FN BLADE.SLACK DETAIL NYF i�YC� FLORIDA BUILDING CODE(Ka) Nigh Velocity Hurricone. Zone 114�P LOi 2017'EASTERN METAL SUPPLY,.INC_ 0. i �� ' 02017'TILTECO,INC, � a `,,lt;`�„ ,... ✓r4; �, BERTHA HVTM. Etl A S■ Acc r ion Shutter System s /10EC O.INC. . ■ • H.Y. EilalJE. 1.v j OR W/O KV.NiNRDyY'E?ihDE TILLIT TESTING & ENGINEERING COMPANY Am Systems - e American EVi" OLD 1sPoa5 7jzT/1 oA�Tg�N ni/z7jir i 4 055 NW 36th•St,5k DSr MRGINN GARDENS:FLORIDA.,3319 A • --5 ," e' Phone:(305)671 1530.Fax:(305)B7t-1531 4268 Westroads Drive ,z _ /�T}tn a-m t.ti aco4oa cam West Palm 8eoch, Fl '33,407 3 DRAWING,No U71.1V�.'C1�t,1 WAI.TERB-00067719A.TILUT. n P.E. '4 7=-10.7 P.E SF L }ATt7 E'DATE FLORIDA y:9.4+is7 6 SHEET OF 20