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HomeMy WebLinkAboutProduct Approval 4/4/2019 Florida Building Code Online BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts ( Publications , Contact Us �• BCIS Site Map, Links ( Search Florida (ib Product Approval � � yUSER:Public User l d "��" DEC Product Approval Menu>Product or Application Search>Application List>Application Detail 2 3 2019 FL# FL389-R9 ST. Lucie County, Permitting Application Type Revision Code Version 2017 Application Status Approved Comments Archived U 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 13 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. ®� Evaluation ReportF Florida License PE-44167 �tl•�®� Quality Assurance Entity National Accreditation and Manage stit e() Quality Assurance Contract Expiration Date 12/31/2019 ®QG�jddJJ��O�```�` Validated By John Henry Kampmann Jr. ` v Validation Checklist-Hard o'.-M'J i� ®cc Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 r 2005 -9 ASTM ASTM E-3306 T ® 1 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party: Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top f Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Imits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D". Max.Span is 16'-0"for 30 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HVIA working in REPORT.PDF unison. See sheets 7, it and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)- Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party:Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12,25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next 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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: R-6—M-11M https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 i ,GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P-CO-)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(W EDITION)OF HE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. BESINSTALLED YOM A DIRECTIONALITY FACTOR Kd GN WIND LOADS SHALL BE DETERMINED AS PER 0.85.SECTION NGT620 OF ASCE 7-T1N0 ANABOVE SHALLTIONED CODE.FOR A NOT EXCEED HE MAXBMSUM M.O.)DESIIC WIND SPEED GN PRESSURE RATINGS INDICATEDQUIRED By THE ERE SHUTTER N7tS TABLE OF CONTENTS ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY HE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SKILL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA 1;_}Y BLADES(1) & BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE HESE W/?AAX,(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19& 20. GENERA.NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.M.AS TESTED,WERE NOT OVER STRESSED,A 33 Z INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM 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 C7+ 10214.01-03,#0715,01-03.#1004.01-05.11214.01-05,#0317.02-06,10609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA. 2: W 13tADECin AND W WINDOW StADE ('TSA AND E-1996 STANDARDS(MISSILE LEVEL D.WAND ZONES 1.2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. ,,HERE APPLICABLE) -HV WINDOW BLADE Q 10505.01-08 AS PER ASTM E-1086 AND E-1996(MISSILE LEVET.0,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 Q AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER HE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED 014 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 114x2.75'AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 1350 IIsi YIELD STRENGTH AND 180 kai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA FIV DAGROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS IN SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION, PINS MUST BEAR HE HV MARKING ON HEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SIULL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kai AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 8005-T5 AHOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 MTN 50 ksi MIN.YIELD STRENGTH AND 90 kai MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE HE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE ,1Q& WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16`779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY US,PATENT#5`458.179 ISSUED TO EASTERN METAL SUPPLY. INC. ARBA ; W, WINDOW BLADE ONLY 9.IT SHALL BE HE RESPONSIBILITY OF HE CONTRACTOR TO VERIFY HE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS T0.BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SGML/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 Hp ¢ CENTERMATES AND ENGAGE OR LOCK ALL.HV AND HD LOCKS. AREA 4: ({Lf w{ND4W BLADE M ONLY 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 H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING A40 ZONING REGULATIONS PROVIDED BY HE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)HIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:I.e.WHERE THE SIZE CONDITIONS DEVIATE FROM HE P.E.D. _ THE CONDITIONS TO BE ON THIS DOCUMENT,THE CONSTRUCTION PURCHASE AFETY 94 SITE IS NEON INCLUDING SLIFE RESPONSIBILITY.SAFETY THIS PRODUCT.BASED Ott THIS P.E.G.,PROVIDED HE/SHE DOES 140T DEVIATE FROM THIS STATE USED QRAWING SMALL 4N USED TO (t)IRIS REO.WILT.BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILT.BE RESPONSIBLE FOR HE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAV1NM FOR REVIEW. (a)ORIGINAL P.E.O.SHALL BEAR HE DATE AND ORIGINAL SEAL A14D SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. .,C1e+Ai""'"'+'�..1. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane W- �j•'•« 02017 nLTECO,INC, ®2017 EASTERN METAL SUPPLY,INC. BERTHA H TM n1L01NC. A.S,S.A. Accordion Shutter System H.v. MADE#1 wf OR W/O N.Y.WtNDPN BLADE �A'r �� American Shutter Systems EV,N 0ExRIPn0H D.rL: DRAIN BY. Le. 1 Alit.CN TILUT TESTING & ENGINEERING COMPANY �� `A\ti 8355 fix,36tA 51.,51..!os.NRCNN WOUI-51 FLORID Jai Association, Inc. 1 OLD 15-DBS 7/27/1 MAG a7/27/s7 Phone:(305)871-1530.Fax:(305)671-1331 4268 Westraods Drive 2 o-m0 tatemodol- West Palm Beach, FL 33407 3 ORAL'/!NG No a E9-0065719 17-107Ay�� +,++ WALTER A.TILUT Jr.P.C. 4 FLOROA LK.1 44167 5 SHEET P.E.• ilttSlE,tlANI`URE/GATE 6 1 OF 20 Lot VARIES Lai � � HV SOLID RLAD 91(�)HY—ADA. FLO ft TRACK BLADE(1) QUAUFIED FOR U15E W/ KV HV TRENCH TRACKLOY A BLADEAW QUALIFIED FOR USE W/ HV � HV UNIVER5AL FLOATER QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ KV BLADE(D Hy DIRECT MOUNT KV BLADERY (9 BY WINDOW BLADE 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE VI/ Hiv 6063-T6 A AND TEMPER BLADE -SEE Lf DNS OF USE OF BLAD ON 6063-76 ALLOY 2 TEMPER TEMPER 3.224r 137 26' 72 842 .2fi' - OUALIFIED FOR USE W1 HV ' QUALIFIED FOR USE W/ HV 6063-16 ALLOY 0 TEMPER BLADE T ONLY. (19, HV RAINGUARD BLADE I 6063-T6 ALLOY AND TEMPER OUAUnED FOR USE W/ HV VARIES LOS, 6063-T6 ALLOY A 0 1 EMPE 4ci 670 67 1.686- OT OLVUFIED FOR USE W/ IiV BLADE(I)ONLY. QUALIFIED FOR USE W/ HV BLADE ONLY C13) 6063-T6 ALLOY AND TEMPE QUAUFIED FOR USE w/ HY E 6) (1-4 ) HD WALL HEADER/-SILL SEE SECTIONS FOR VALIDITY:- SECTIONS DITY. QUALJFIED FOR USE W/ HV 6063-T,6 ALLOY AND TEMPER 6063-T6 AL OY AND TEMPER 6 13ME 01,ONLY,TEMPER 2ALIFIED F R USE W1 HV ALUMINUM ANGLFS 0 (�5ALE W/ HV DE QUALIFIED FOB,USE W/ HV SLADE(D 6 BLADE W ONLY. olt3l* 606- ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER a.w FLORIDA BUILDING CODE(Non High Velocity HurriCone Zon,;, 02017 TILTECO,INC. (0 2017 EASTERN MEEAL SVPPLY,INC. BERTHA RVT, Accordion Shutter System AmerIcan Shutter Systems If TILLIT TESTING ENGINEERING COMPANY Assoc TE 4268 Westroods Drive 2 Fax 1(305)971-1"1 DRAWING No. _63'tAtc 0.0tc— West Palm Beach, FIL 33407 _3 WALTER A.TILLIT ill P.E. ' _ . | ^ e A 0 C G 'E9' Y N 5 7 U "t`s aT T �'2.$'V ^��.0"'L-B.,�ya� 1.MANDATORY CONDTIION A1:ONE FIV LOCK�ar @ SHALL BE USED AT 1/2 Of SHUTTER SPAN FOR ANY SPAN OR AflOVE OR 9 OW 1 /2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTA TI{INS g ANY ELEVATION. NV LOCK or 1j.S MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED T01 OR r2 CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICA SHUTTER ELEVATION. �"®°" �• 2, yD1T10N It: IF OFSI OR TOIL SECURITY PURPOSES, UP TO TWO tLV^? nCZ LOKSC ,,OR 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERlMTESi --"�,,,,�.,,,,� pR f�i S4NLl B£A5 IND V'y' LOCATION O BE AS INDICATED ON TYPtCAt SNttiTER ELEVATION. a0-HVB H - e^� f �S USES W 0 H.V.JOCKSI: LOCKING RODS ARE NOT REQUIRED AT URRICANEPOSITION, BUT MAY 4oAt'�S�toA�c.BiOO¢ , p1 .5 BE USED TF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE n T,WY ALSO BE USED AT STACKING POSITION (NON kURRICANE POSITION}. IF R.ANY SPAN o , OR INSIDE LOCK, ATTACHED TO C'3 CORNER CENTERMATE W/(2) t/4 0-20 x 1/2`LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS r AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SIiALt BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Las Hoc-xve MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. i o 3i3� B 5. cammum la, ffiffi ss -•ONE ALTERNATE HV LOCK MAY BE USEQIN LIEU OF HV LOCK or FOR ANY SPAN AND IV WIN �#� INST TIONS AT ANY'ELEVATION.AL ERNATE LOCK¢� MAY BE USED AS AN"INSIDE OR OUTSIDE LOCK.ATTACHMENT WW H I 3 � 2 o s� OF 1/4'0-20x3/4'S.S. THUMBSCREW TO I&OR f;CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. i P,o-�11�— b2p B � RIIVNUT AS SHOWN ON SECTION HVE• SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO '\y y LOCKS AT 1/3 OF SHUTTER SPAN. Oil I 6. uANOATORY(70NamQy JZ FOR KEYSTONE MOUj G INSI'A1 A�pNS: ONE HV LOCK or or 23 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 98*,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK(8 or 0 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. ENO M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATtO% USE Or LOCKING RODS' W/S# 5£E - SEE EN OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. CONDETAILS ON D F c N I N L u P a A v W X 11 SHEETS 10 FULL I *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. ` I OF CORNER 6V4+TED'A161 , SECOND ALURNATE To MANDAMEA CONDITION #I VAUD ONLY FOR RV*r I OCK ffin CENTERMATES 0 AND CENTERltATE �; ONE ALTERNATE HY'T' LOCK MAY BE tNS?ALLED IN LIEU OF MV LOCKS 1�OR � FOR ANY SPAN AND �j �R,�}�rzt•;,'7�a,,ro 1ty110 •;t .a. INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK"r Y BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER ,Q, AS SHOWN ON SECTION HVG• SHEET 9, WHICH MUST BE 010 w(T j CONNECTED TO CENTERMATES @ AND:&W/ 1/4-0-20 x 1 1/2w LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' �} �:.% WINGNUT OR W/ 1/4'0-20xt' S.S.M.S. INTO A 1/4'Ox 5/8'RTVNUT. OCK MAY BE INSTALLED AT MIDSPAN OR 12' V+t f!• oa •(`7)• T g a+ MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS g TOP AND BOTOM IS MANDATORY. r&,08 rl•08 ,0.a�" (Js •�}&a�t( °"�.p a t *NOTES ON RD LOCKS & C_EENT�ERMATES: i }j,LOOK�3 YfI NO CENTERMATES&I OR 32 WI C31, ONE ALTERNATE HO LOCKTO MAYB;yE USED IN LIEU Or TYPICAL (11 HV BLADE SHUTTER ELEVATION TW LOCKS OR 4 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 0 MAY BE USED AS AN INSIDE OR.OUTSID LOCK.ATTACHMENT OF HD LOCK Y:�70 IS W/3 08 x 3/6'F.H.S.S.M.S..AND INCLUDES N.T.S. RONFORCEMENr INSERT Q`AS SHOWN ON SECTIONS HOB-HV9 AND DC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPA4 OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE Of LACKING RODS:Bt is COMPLETELY OPTIONAL LYYrLtrrrir�rr, FLORIDA iCODEDn igh Velocity Urricone one 1t1 Q�' �,......,,••e�r�« 02017 TILTECO,117C. 02077 EASTERN 1LETAL SUPPLY,INC. ,,'r9 BERTHA H�',M a Accordion Shutter System ■ ■ ■ ■ Hv ganE#T w/OR w/o H.V.WtNOUv BLADE / j�dl'; Amerfoon Shutter Systems EV.N BrscRBmaH DATE BBAVM BY. Lo. -0 L TILUT TESTING & ENGINEERING COMPANY �L'•,_ Q� i ASSOC(0'.tlOrtr Inc. t OLD 15-685 37j27 1 DATE, 07/27/17 assn N.w.ssu.se.,sw.305,xxcorA OABDEHS,ncmDA 331E 6 1� PAo.':(3057871-1530.To.:(305)871-1531 4268 IYestroods O71VD 2 DRAWING No o-moAA:uttto oo70o$.eom West Palm Beach, FL 33407 3 WALTER A TILLIT Jr.P.E. 17-107 P.E. SE T7SiCfi'ti(t7RE/DATE FTIIROA Lf,_ 14167 5 SHEET 6 5 OF 20 age | / EE END WALL C ETS 10 18 *SEE NOTES;0.4 Loclarx;ROSS Q.Kv LOW(B w Q INSTALLATIONS WZ 0) BY AND ALTERNATE W LOCK 0 014 SHEET 5, OUT 0* El 7N EXISTING CLASS — BLAVE SLACK DETAIL HVF 15 VAUD FOR ALL BLADE WZ HV CENTERMATES CENTERVATES OFUCATION WffH BIADECD OR SEE END WALL CONNECTION —EXMTING GLASS DETAILS ON SH ————————— — — — —————————L-————————— ———————————— - ION—MAILS ON SH EETS 10 & I 3 1/4' 7- 6 7- — — (6063-16 ALLOY)ALULt. I METRYC ANGLE Wl� /4'0 TAPCON ANCHORS @ TO Ca Q NTER ATES (Topwz ER[_ ES Mir ON EE SC: C OC ON ." I I & S.M.S.SHV LO TO am) #10.3/4 o 12' W/ CK S (4)010.1/2'S.N.S.TO TUBE D.C.FULL LENGHT. (SEE SCHE E AT EACH ANGLE.(IYP) ET It it 5 4� ON SHEET 5 IN M. 7� 70V t05 1/2* 2- 03 -0 HVB OUTHVQ H4VA CROW POUR ONCRETE OR 1 EXISTING GLASS EFE BLOCK IVALL 0. I5 oR©i EQU ED 7 + ,EXISTING IT 40.Qoa F GI IN] Tift SEPARATION (SEE GLASS E SCHEDULE aptiom ON SHEET 11) MIN. SEPARATION ON SHEEP 11) (INIER(OR) -—-—-—- El OPTIONAL 16 GLASS 11 0 _...._- (SEL SCHEDULE CONCRETE C. A " N 16'D.C. ffi --—-—-—-—- VARIES n3 Ofa 1/2-wx.SLACK L OUT Fo ] @j \_�ll (EXTERIOR) HVE ELVF** HVD FliIRIQA 8U11Q}NG CODE(Non High Velocity Hurricane Zone', 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVI, ZAccordion Shutter System T ME C-0 ,Nc. A.S.S.A KY.MAX#1 W1 OR W/O KV.HiNDOW SAX American Shutter Systems REV,W DESCRIPTION I DATE DRAWN BY. L.C. 3 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 6355pti.w.Mt.St.Stc 20!4%V=NA CARD04,11.0140A 331ff 4268 Westroods Drive 2 Phone z(305)871-1530.Fe.:(305)871-1*31 —DRAWING No ......... West Palm Beoch, FL 33407 3 67 9 ED -000 -- 17-107 NALS: WALTER A.TIL Jr,J.P.E. UT " RE/DATE I Flat=U..1 44167 5 SHEET P.E. 8 OF 20 ALTERNATE INSTALLATIONV " " LOCKHV MQ L 'I " LOCKS CE TER S 8 LOCKERS HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 A 18 INSTALLATION In HV BLADE OUT IN '�f-" ` p © ,p��„�.,N* TCO av s T fi. Wj HD CENTERMATES 5 �} �« tW 1 AS,INS IS S" I,$MY C 6CADC t�OETALL NOLIERN. « «$• 7«8 4.10• 414ST AT£T}F4 TWS 51¢ET,4OO 8E t700 WITH!N4 AtTERNA TI �10•�«©•/®��}«®•t�« NsruvnL pnuL L u nas sirrr. SEEDETAILS ON SSHEETSALLN1+0 A10 8 00 tiow/(-tjc/o/wn•�wu. YG�l' 35* 36 H1GiLN5f,51i0 COAE1r S75" 1 l L_.,-^,.-T_^_ tOP110- t * tOP1tOfLLL) .( ;a1110•ilr s.sem-m07ue[ i tt mc.sus.o iY * _— _ 3 AT Ck?I ANOIL(i'�) O.C-NLL t[NCtIT. (N (4)N.V. _• IN (4) Ow30HV "T" aas tTVP.) 7 T/4._ PRis3 f 1\� t NUT i LOCK {INSIDE) 1 y i 28 29Ile 1 1 $ O31UT oR 32- gg 31 OR@j 31 OR 32 3 31 OR 2 *SEE tiOTE fi fOR t1V LOON 3�, 2 WJ'17/820 x 3/32?W NGNUT. tOPc,aw.y,j�B—HV$ OUT CC AQ HD HVC r EOOK.oN s1E7aT s (g � SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES �l HV "T" LOCK {OUTSIDE) ti 9 * LOCK INTE IOR) t sEws 0446 x��mia �VG* W/ �.4.SrK (EXT RIOR) �'`1— -------{ �--•- (2074-T3 ALI"LARGE IUaOE PC" !�«6�•O«8Ua 10•®4' SKEET NMERT,PART t 0820. Taw «0,@-0-9 9 0. « AS NANUTAC7URE0 V AVOEL C{$iRY @ WW 'G% V.1 �7 TEILORN,PARS OV.NEW AFJtSEY .�a 07054 OR EOUAi 0.0,@-@-0 t r ** AUUWKRbL �M AOCO WA&i3O 3 —(D *SEE NOTES oN LOMIA ROOS(D A,0 a)1O5,S ON 9w 5 op-N+c s V TEs APRUGnONS'MIN R1AOf tD HDD—HVD6i FLOATING STACK TrJfN/J//l//rr 11') HCl A T r' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1 .........•. '^"`� 02017 EASTERN METAL SUPPLY,INC. �+ •• v�, 02017 nLTECO,INC. T B RAil /V T1A 0.4 iZwrgcotm,. � Accordion Shutter SystemA■S■ A H.v SAM#1 w/OR w/o H.v.iMNDdW RADE 110011 TESTING & ENGINEERING COMPANY American Shutter Systeme ICY,III LESCRIPTIOII DAT( 0RAN11 9Y: E.L. per` '• ""'`r t tt assn N.w.uu sc,St,.165.NRGg64 rtRLET7.RLRW 7]ta Association, Inc. t OLD 15-085 7127jt nuE 07f2?�s7 Pmm�a,:(305)871-1510.F0,1(105)871-1511 4288 Westroods Drive 2 �\ ;tt a-mat:L7taca4aw.cam West Palm Beach, FL 33407 3 DRAWING No ANAL E�,,,11I Ee-0006719 4 17-107 •"•••, /AN„ WALTER A ULUT if,P.E. rtOPVO'Uc 0 44167 5 SHEET RE. SEAL/SIGNATURE/DATE 6 sof 20 POURED CONCRETE POURED CONCRETE ���ppp CURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE / OR CONCRETE CONCRETE T REQUIRED BLOCK WALL ; BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED ' ,CONCRETE ANCHOR EXISTING GLASS 1. f- 15771 GtA55 i �—EXISTING GLASS 2'MIN,. _ EXISTING GLASS d 16'O.C. {�LTIL SEPARATION r + ,1" t• tr-- 2"MIN.,' i •-`? TO GLASS(SEE raft sEPARA7TOl7 EO EO µp,7 E9{�J t .. SCHMUE ON EHEEETTO GLASS #AN.SEPARATION E 1t FOR BLADE QANO SCH@DULE SIEE# i I` TG CLASS(SEE ,.' SCHEDULE ON SLEET 7/16-x3•MAX. ON SHEET 19-OR SCHEDULE ON SPELT 11 FOR BADE F AND (6063- NT. Q)h Q) —11 ION�St is FOR :. BLADE OW SIL ON SFE�T 79 FOR M.CLOSER l (LOCATE AT(1 � RLAOES©k PLATE.(LOCATE 1I2•� 1 &'�0A EITH�SIDE�:.y ` AT EITHER SIDE MINTIM OF 5) OFQ) I + a•USE I.OR 2'MAX, I ,✓ !L__J1 1/2"MIN. 1 #10.1/2'&M.S. I I I -_--- -'' AL APPUCABLE}1#2xt/6"x0 @ 16'D.C. // -_-_ _ ,.> ALUMINUid CLIP ANGLE 0 16"Q.C. I �% _ (6083-T6 ALLOY)AT MIQNEICHT ��4\y (1) #10x1/2"S. S.TO Q it WALL AT I-D.C.( LOCATE AS FO rJ SEC DETAIL X F • ®• � I SIDE CONNECTI N 1 OR EITHER SIDE OF QA ) (DOR ONNECTION OR (�• i SEE DETAIL X FOR �OR �• TO TRAC I SIDE CONNECTION ��jjw�ni©• 7C�a®n 10•®a BEE DETAIL X FO 8 a 10'®a TO TRACKS c"6. 7 a B t •�a W,���, y�,©,�n SIDE TO TRACKS 103®n�•�>•�•©a� .•�•u�.�n©. a IOtt�n'©'�"©'� W©'Uj ,�°'"8{�'1a✓.�°" 6.�t ..�n©.G7`•�<. �•�a©.®a©•©°� �5•�'1�•`loJ°•®.�°# BC�•�a l'.J''i,X+O1l:J•Y:#°•®� ®"L�`x�•���•YJn'lJ+� ®"Q�a® dad Qat Ua•�ap•�a�'�a® END CONNECTION DETAIL(1) END CONNECTION DETAIL END CONNECTION DETAIL(1) END CONNECTION DETAIL 22 i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" ONGRETE OR EXISTING RE /^-EXISTING CLASS CONCRETE BLOCK MALL Q-�_ • .`�_.�_.G.� QUIRED _ � MW.SEPARATIC! #10x1/2'S,#d.5:- I v _ TO CLASS{SEE 0 16-OG, fA°AS10N ''F�.I�/` a ------_---_,�'�..'rV__ it F ( CONCRETE 1/2'MIN. TO _ ._. _ON Ott SHEET 1 ANCHOR 0�� � 111 FGR£BADE 0AfBADES(1)h Q� 12' . . ON 91EET 19 FOR 4 CONCRETE _____ANCHOR t IIEq 'E5�)h� -_ _ OR Q' 18 !f� Q.G. - _...._I EQ 2"klN. 2'MIN. ♦ SEE LIMITATIONS OF USE FOR �,•/ `✓ v' `}���A/ y BLADE(9ON SKEET 19 @OR@CR 1GOR 5OR(@ VIEW Y f 5 (D OR & PLAN DETAIL x POURED CONCRETE OR 1 OR & Y3iO'1:.,#•Qn n,o•� "�•C7?a©'14' END INS LLATIO CONCRETE BLOCK WALL ' 10p�a @' ,�, &C-0- REQUIRED 10'•®a " '�a ®•Q•�aU•tQ•�a 1 FtV BLADE OR t BY WINDOW BLADE INTO 6 o �ao•a �•®n© ono ®a CONCRETE OR CONCRETE BLOCK WALL. -END CONNECTION DETAIL IfflQWUNECTION DEJAIL@ FLORIDA BUILDING CODE Non High Veracity Hurricane Zane' A, •"'""• ,.' 02017 HUEC ®2017 EASIERN METAL SUPPLY,1110- a'� BERTHA RV • * —�� TM /�Ti EMEZ a .�. A.S.S.A. Accordion Shutter System American Shutter Systems tLv.BIaDE i tvO oR W/o FLVATE NINDGM- Lo. i TILLIT TESTING k ENGINEERING COMPANY Inc. Tv.x DEB 15-08 DATE DATE. 0 Lt: 'Q Association, a1 OLD 7s-qa5 T/2T i DATE. o7/z7/n 8335#t.W,76th.31.Sta.363,NNGAU fARMtS.FLORIDA 3318f #• Ph...:(305)971-1530.rax:(305)971-1531 428$ Westroads Drive 2 'ON *­oat tooDnis aaa West Palm Beach, FL 33407 3 DRAWING 7 Q7 •ire^1YAL ###j1 WALTER A TILUr d#.P.E. d P.E. SEAL7!%6MTURE/0ATE Fi° "uG aT{a/67 a SH10 or 20 SCHEDULE At SCHEDULE #2 =H_EDI�(F 0 MAXIMUM SHUTTER SPAN "L+" OR °L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" ((t.). FOR INSTALLATIONS W1 OR -L-" (ft. FOR INSTALLATION ND ® 'or ) R "L-" (ft.) INSTALLATIONS iEhrTERA!ATES. & Or Or i7 INSTALLATIONS Wj Rol CONCRETE & WOOD (1) L+: MAXIMUM ALLOVIABLE SPAN FOR A GIVEN V// ONE H.V. LOCK II& or C or or & & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D•DESIGN PRESSURE RATING. HD LM�w RODS or ONE HV LOCK or a or I L-: MAX.ALLOW'A8LE SPIN FOR A GIVEN NEGATIVE W/ ONE W/ NO LOCKING RODS(5OR W/ NOLOCKING WALL A, B. C, D, E, M, N, 0, P, 0, A.S.O. DESIGN PRESSURE RATING. LOtlNG (SEE NOTES�,(() S MOUNTING F, K & L R. S, & V. (VALID FOR MOutawr lt�i, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35��t.VIT�rO1T�P�pr�r,,&+80TTOM EE /� SHEET 7) FLOOR/CEILING G. H. 1, 11, J T. U. W & X WALL MOUNTMCS(TOP/ROCTOM) OR FLOOR/CEILING: CONCxR,%i Oo INSTAUA710IJS L CONCRETE&WOOD CONCRETE MOUNTING & M As.m OESIO" ASO.OSI IU 1 A UA IG611CN INSTALLATIONS CNETJ A POSITIVE A,S.D. DESIGN PRESSURE RATING, FACMAC WALL M0U(171tiG FLOOR/GELLING PRM= WAIT MOUNT= NESSUPt FI R CEILING MOtltliiNG DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. RaTM & R+S.tO / GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, ;1) MOUtmwG (oar,) FLOOR/CEILING MOUNTNO 01".) OR —^�—"- DETERMINE MAXIMUM SPAN -L-"FROM SCHEDULE. (t.OR-) (t OR-) (i 6R-) FL00R ALL MWIRim; Ari t t (a) t-{8j C+ (4) t-W L t (0) i-(B} t t (R) L-(iQ V 1dAX8dUM SHUTTER SPAN `L+'OR "L FOR 30 OR LES 16'-0" 16'-0" 16'-0" 16'-0" 30 16'-0' 16'-0" 30 t6'-0" 16'-Q' INSTALLATIONS INTO WOOD SHALL BE LAM I TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 39 14`-10` N'-10' 15'-2` 16'-0' 35 Y4'-10' la'-to' 35 15`-2" 16'-t0' SOS PSF.A5.D. DESIGN PRESSURE RATING. L1404B,!t3bi DETERMINED SPAN BETWEEN "l+"AND'L-'. 40 73'-f0" 13'-10" la'-2" 15'-2" 40 13'-1D' 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' 1' W CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5- 12'-5' 12'-8" I3'-7' S0 I2'-S- 12'-5` 50 12'-3' 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS V!/FLOOR/CEILING MOUNTINGS: 55 II'-1D' t1'-10' 12'-1" 12'-11" 55 11'-10" 11'-10' 55 11'-1- 11'-1 i' SHALL BE AS INDICATED ON MANDATORY CONDITION #'2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4- it'-4- 11'-7" 12'-4' 60 11'-4' 11'-4- 60 10'-2' 10'-11' NOTE 15,SHEET 5. RATING: 65 10•-10" W-10" t1'-I" It'-11' 65 10'-10' 10'-10' 65 0'-5' 10'-1" DETERMINE: Ltt~= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-9" II-S' 70 10'-6' 101-6' 70 8'-S' 9-4' LS+= MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 TO'-1" 10•-1" 10'-4" lt'-i" 75 10'-1' 10'-T' 75 - 8'-8' tt•EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10` 9`-10- 10`-0" 10'-9- 80 9'-10" 9'-10' SP91'L+"OR'L'AND MAXIMUM A.S.O. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" 9'-6' 9'-9" 10'-5' 85 9'-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3" 0'-3' 9'-5" IO'-t' 90 9'-3. 9'-3" OR CONCRETE BLOCK SHALL BE UMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt MAX,SPAN FOR SVALL MOUNTING INSTALLATIONS. 95 9'-0' 8-9` 9-2' 9-10" 95 9,-D' 8-1" LIMITED TO/�+84,-72 P.S.f. AND B'-0' SPAN. SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-e` 6'-4" W-0" 9'-7' t00 W-9' 8'-4` MOUNTING VON SHEET 7, INSTALLATIONS. 105 8'-7" 7'-/1' W-9" 9'-4- 105 W-7' 71-11" - - - 9-2' 1-10 8- FINAL MAXIMUM ALLOVIABLE SPAN IS EQUAL,70 THE 115 8'-2' 7'-3" 8'-4' 8'-/1" 115 8'-2" 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETYIEEN h.1+-, `L2+% "L1-'AND 22-' ""'--T�g--•- - - - ---1-$ —8`=0` -1I' (4) GO TO ANCHOR SCHEDULE%%TH F114AL MAXIMUM 125 7'-10" 6'-8'_ 8'-G' 8'-S' 125 7'-10` ALLOWABLE SPAN AND NEGATIVE AS,O. DESIGN 130 Y-e` 6'-5' 7'-10" S'-I" 130 T-8" 6'-5• MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2" 7'-9' WIND ZONE ?'-9' 135 T-T 6"-2` SPACING. 140 7'-5- 5'-11- 7'-7" T-6` 140 7'-5' 5'-11" ASTM E-1996 SEPARATION 145 T'-3- 5•-9'� T'-5' -J'-3' 145 i.-a;-�_5',-9-T" TO GLASS 150 7'-2" 5'-T T-a- T-0' 15O T '- -2' S7" 155 7'-D" 5'-5- 7'-2- 6'-9- 155 7'-1' 51-5' 1 THRU 3 1" 160 6'-I L' S'-2" 7'-1' 6'-7' 160 6•-11- 5'-2" 165 6'-10' 5'-1" 7'-0' 6'-4' 165 6'-10' 5'-1' 170 6'-9" 4'-it' 6'-11' 6'-2- 170 6'-9" '.-11- 175 G'-7' 4'-9" V-9' 6'-0' 175 6'-7' 4'-9` �/f 185 6'-6` 4'-8' 6'-8" 5'-CO" 180 6'-5` 4'-8- H Y B LA D E 185 6'-5' 4'-6" 6'-T 5'-8' IBS 6'-5" 4'-6' �',� 190 6'-4` 4'-S' 6'-6' 5`-6' ISO 6'-4' ]3" 5' 195 ti'-3" 4'-3' 6"-5' s'-s' 195 6•-3' 200 6'-2" a'-2- 6'-4' S'-3' 200 6'-2" 2"205 s-1' H25- 6'-3 5'-t' 205 fi-r Ff "f..� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 017 EASTERN METAL SUPPLY,INC. ;, �\, '• $• T� ao20177 m7ECD,INC. �I2BERTT AHV Accordion T1J * ` /TJre o IHC. Accordion Shutter System H.V.aAnE�1 w/OR w/o H.v x1nnQJv BtAflE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems 3tv.x DESCRIPTION DATE M%N BY:Mt0"v. L.O. - Association Inc. t QLD 15-085 77/27/1 DATE: 07/27/17 \\ 6355 N.W.36th.54 SW 305.NAPNN GRDEi:S.rLQIIDa 3218 AN Phan.:(303)B71-1510.Fo.:(305)871-1531 4268 Westroads Drive 2 DRAYJING Na ' 15110.0- .-mo 1 tt a: Le— Viest Po)m Beach, FL 33407 3 AL�, Cs ES-0006719 4 17-107 ,Its WALtER A TILUT Jr.P.E. "SE%(l��S1G�1W6RE/DATE FLORIDA Uv-+44167 5 SHEET P.E . OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN MAX, SHUTTER A-9-0. DESIGN NEGATWE PRESSURE RATING AND A CORRESPONDiNG MOUNiiNC TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE Isa MOUNtw65 PC.o ma Pg. s POURED CONCRETE CONCRETE 81.= TAPCON OR A MALI.HEM MOUNDNG A WALL HEAD MOUt4DNG WALE!_t{EAGEft MOUNT,NG 4 WALL$ITL PUNTING ---UWALL 5tLt OUNDNG C& WALL HFADER/SILL TAPCON VlITH ADVANCED SPAN @ W W/ MOUNDNG THREADFORM TECHNOLOGY (k) A Ill DLS0 NTQAIK PRE SM P,AIl.O ASA,D:SifM NEGAEAS PFINSUIE RAn OL304 NE911A£PWM IWWO ASO,D;'9D1 a CUK 1T8�dfRE RATftiG ASA Df0f21 1B:OA,AE FRCSSWY RA1V1C ASA DEStW N:GAiIUE FBESCpiE RAEDNi ALL POINTS SOLID-SEr 30 40 60 75 90 120 160 205 30 40 60 TS 90 120F16-11-T. ip 80 75 90 t20 180 205 30 40 80 75 90 120 160 205 30140160 75 00 120 1601205 30 40 60 75 90 120 160 205 BLUE TAP 1t 12 f0 9 8 8 6 6 14 12 10 9 9 e B 6 14 1 10 9 d 8 6 a 14 12 10 9 t1 H - 14 1 l0 9 8 a 6 5.5 B e d B a 6 7 5S 44-0- [12 12 is 8 8 '8 8 b „ M12 t0 9 9 8 8 6 14 t2 10 9 8 a 6 a 14 12 10 9 B 1-17+6- 14 12 to 9 a a 6 6 8 8 8 8 8 8 8 8 TAPPER+ 12 10 9 B 8 6 5 14 12 10 0 B 6 6 9 14 12 10 9 B 8 6 6 14 12 10 9 8 8_16 J 14 t2 10 0 8 8 6 6 8 a 6 8 8 8 8 6S 12 t0 8 8 6 5 6 2 10 9 a 8 8 6 14 t2 t0 8 8 8 8 5 14 12 10 9 8 8 6 - 14 12 10 9 B 8 6 8 8 a B a a 8 8 T t2 t0 9 tl B 6 4 Z 10 0 tl B 6 6 14 f2 /0 9 8 8 a e 14 12 10 9 B 7 - - 14 12 10 9 9 7 9.5 - tl B 8 8 6 7 SS 4 12 10 9 e 8 81 Z 10 9 8 9 6 6 14 /2 to e 6 B 6 H 1, 12 10 9 B 8 5.5 - 14 12 10 9 8 a 8 6 8 8 8 8 8 B 8 B 12 10 8 8 B 4S - 2 10 9 B 814 12 I0 0 5 8 E 6 14 12 10 9 a a - - 14 12 10 9 8 8 6 - B 0 B 8 B 8 814 12 10 9 8 8 B 4 2 10 9 a 8 9 6 14 12 t0 08 8 6 6 t4 12 10 9 8 B - - 14 12 10 9 8 8 6 - 0 8 a a a a 7i{ 12 10 9 '8 8 ,.5 2 i0 8 8 8 6 3S f4 12 t0 9 8 5 a 6- 14 12 10 9 7S - - I{ 12 TO 9 7.5 6,6 - - S a 8 a 7.5 Ks 3 * SEE ANCHO5'-0` 14 +2 10 9 8 8 4S - 12 10 8 a 9 6 JS /4 12 10 9 B d 6 6 14 t2 to s s - r4 12 fO 9 a e s - a a s 9 a B es SPECIFICATIONS 14 f2 ,0 9 8 SS - 2 10 9 5 8 4.5 - f4 t2. iD 9 a 8 5 5 14 12 iQ 9 8 3 - - i4 t2 10 9 8 7 - a 8 88 e T 5 4ti 12 f0 9 a 8 4 - 2 10 9 8 8 6 3.S 14 t2 10 9' B 8 6 8 14 12 t0 9 0 - - - U 12 10 9 B 7.5 - - e a 8 B 8 7.5 S.5 4 ON SHEET 13 14 12 t0 9 a 5.5 3 - 14 12 10 0 8 - 14 12 10 9 8 8 6 6 14 12 9.5 7.5 4 - - - 14 12 8S 7.5 6.5 - - fl 8 B 75 BS 4.5 35 B•-0" It i2 t0 8 a 14 12 f0 9 8 8 4. - 14 l2 t0 9 8 8 6 6 14 12 10 9 8 4 - 14 12 to 9 8 - 8 8 8 8 B a 0 7.3 14 12 10 9 a 3 - t1 14 iD 9 a - ti 12 f0 9 8 8 3.5 3S 14 12 10 0 4.5 - - - t4 12 f0 9 7 - - a a B 8 7S 5.5 4 3 14 12 t0 9 8 S - 14 12 10 9 8 8 4 - 14 12 10 9 8 8 8 SS 14 12 iQ 9 S - - - t4 S2 t0 4 8 4.3 - - H B e a 8 6 4.5 - ' 74 12 10 9 B 4 - - 14 12 10 9 0 6.5 J 14 12 10 9 B 8 8 - 14 12 8 4S - - - 14 12 8 BS 65 7'-0" 14 f2 fO 9 0 4 - - f4 12 10 0 8 6.5 3 - 14 12 10 9 a 0 6 - 14 12 t0 9 6 - 14 i2 10 9 8 7 - B a 8 5 8 B 7.5 6 14 t2 10 9 4S - - I4 12 10 9 8 i - li t2 10 9 8 7 { - 14 i2 10 9:5 - - 14 i2 10' 8 OS - 8 0 a B 05 5 &S - 14 t2 10 9 7.5 75 - - 14 12 10 9 B B - 14 12 10 9 a a 8 - t4 12 t0 H - r4 /2 10 &5 7 - - a a 8 B 7 5 4 14 12 10 9 5.5 3 - - 14 12 40 8 4.5 - - 14 12 10 9 S 8 - 14 it 7 - - - - - 1i i1 7 5.5 3.3 - - - 8 8 7 5.5 4.5 3.5 - - 8•-0' 11 12 10 9 S.5 - - �^ 14 12 10 0 8 4_S - - 14 12 10 e 8 B - - 14 12- 10 7 4 - _ - 14 12 10 8 8 3 _ _ 8 8 B B B 7.5 7 4 ♦$EE UMRADONS OF USE FOR i, t2 10 5S 3 - - 14 12 t0 9 a - t{ lY to 9 6 5.5 - - 14 12 &5 3 - 14 12 0.5 7 4 8 8 8 7 5.5 4 3 _ OLAOE lA ON SHEET 19 t4 12 f0 8 5 - 14 12 10 9 a t 14 12 70 9 B 8 - - 14 12 93 - - - - 14 12 9.5 7S 4.5 ^ - - e e B 7S 6 A.5 - 14 12 f0 8.5 4S - - - 14 12 t0 9 L5 - - - 14 12 f0 8 8 - - - 13 0.5 4 - - - - 13 9S &5 5 - - - - 8 B 8.5 5 4 3 - 9,_D. 44 12 10 6.5 4 - - - 14 t2 t0 9 7.5 - - 14 12 10 9 8 - - - 14 12 10 5 - - - 14 12 10 9 5.5 - - - B ti 8 8 B 8.3 6 J 14 12 0.S K - 14 12 10 9 4.5 - t4 12 10 9 7.5 - - - f4 11.5 1.3 - - - - 14 IIS 73 6 - - - - 0 B 73 6 S 4 - - 14 12 10 6 4 to t2 t0 9 7 14 12 t0 9 8 - - - i{ 12 5 - - 14 12 6 &5 - - - 8 8 8 6.5 5.5 4 - 14 12 9.5 5 3.5 - - - 14 12 10 9 &5 - - - 14 12 10 4 8 - - - 11.5 8.5 - - - - - 11.5 8S 5,5 - - - - a a 54 4.3 J.5 - - 10'-0" 14 12 0.5 S 3S - - - 14 12 f0 9 &5 - - - 14 t2 10 9 8 - - - 14 t2 7 - - - - 14 12 10 15 S - - - 8 8 8 8 6 7.3 4. 14 12 0.S 3 - li M fO 8 3 - ti 12 t0 0 8 - - l4 10.5[J5 - - - 14 1&S 7 3.5 - - - - 8 B 7 &5 4.5 3.5 - - t4 12 9 4S 3 - 14 12 SO 9 5 - 14-W 10 9 8 - - 14 11 - - - - 14 It 7.5 - - - - 8 a 7316 5 - t4 12 7 - - - - - 14 12 t0 - - - - i, 12 to - - - - 0.5 a - - - 10,05 8 5 - - - - e 8 5 4 3.5 - 11'-0' 14 12 7 - - - ^ 14 12 10 - - - - - 14 12 10 - - - - - 14 12 - - - - - l4 12 10 - - - - B 6 a a 8 7 3- - t4 tY 4 14 t2 10 - - 14 72 10 - - - - t2S 9S - - - - - 12.5 9.5 6 - - - S $ 6 S i J - - 14 12 &S - _ - _ 14 12 10 - - - 14 12 10 - - - - - 13.$ 10 - - - - 14 10 7 - - - - B 8 7 S.5 4.5 ---- 14 12 SS - - - - - 14 12 10 - - - - 14 12 t0 - - - - - 9.5 7 - - - 0.5 7 3.5 - - - - tl 7 4S 3.3 3 - - 12'-0" 14 12 5.5 - - - - - N 12 t0 - - - - - It 12 10 - - - - - 14 12 - - - 1t 12 10 -1412 - - ^ 14 12 B - - - - 14 1Z 10 - _^ _ __ If.5 8.5 - - - 113 6.5 4 = 8 a 5.5 4.5„ f2 5 _ _ _ _ _ t4 t2 IO - - - - 14 12 to - - _..i'_ ft.5 9,5 - - - (- `13.5 0.6 i.4 - - - - $ 8 8 5.._4 _ �/'I'� 14 12 - - - 14 12 - - t4 12 - - - - 9 4.5 - - - - 9 6.5 - - _ 6�5 4 5 3.5 3 - - '( 1) HV BLADE OR... 1 HV BLADE 13_D.-4 ,2 - - - _ - 1, ,2 - _ - - �:,2 - - - = - ti ,2 - = - - = - ,: ,2 - = - - - B 6 s4.5 _ _ W�� HV WINDOW BLADE 14 10 - - 14 12 - - 14 12 - - I.5 3.5 - OA B - - a a 5 4 3.5 - UNISON�^ 14 12 ---r---om- - - N t2 - - - - - 14 12 - - - 11S 6 - - - - - 1.6 8.5 - - - - - 8 8 5.5 4.5 - - - - WORKING IN iJNiSON 14 12 - - _ - .. 14 t2 - - - - 14 12. - - - - - - a 3 - - - - - 8 6 _ - - - - - 8 6 4 3 - - - - 14•-0" 14 12 - - - - " 14 12 - - - - 14 12 - - - - - 14 0 - - - - - 14 12 - - - - - - B 8 8 B 7.5 4 - - 14 7 _ t, 12 - - 14 12 - - - - t0 4 - - - - f0 Z6 - - - - 8 7S 5 4 3 - - 14 11,5 - - - ^ 14 12 - - _ - 14 12 - - - - 10,5 4 - - - - - - 10.5 8 - - - - 8 8 5 4 - - - 14 - - - - - 14 _ _ _ _ _ _ 14 _ _ - _ - - 7.5 - - - - _ _ _ 7,5 _ _ _ _ 8 8 3S 3 - - - 14 _ _ _ _ _ _ 14 _ _ _ _ _ ., i{ -` - - - - 14 _ _ - _ _ _ _ i4 _ _ _ - 8 9 9 7 7 3S 151-0" 1y 14 - _ _ _ - 8 7 4S 3.5 3 14 - - _ _ - ti - - - i4 - - - - - - to I- _ - - iD - - I4 _ _ _ _ _ .. 1 - _ - - 14 _ _ _ _ _ _ _ - _ _ 7 16'-0" S4 _ 14 - _ _ _ .� t4 _ _ _ _ 14 - _ _ _ _ 14 - - - - - 1{ I4 - - 14 - - 8 - - a - - B eS 4 3S - 14 - - 14 - - - - f4 - - ! N S - - - - - - 9.5 - - - - - - - 8 7 {.5 - - - - FLORIDA BUILDING CODE{Non High Velocity HurrlcGne Zane 11"j,\. . �•_114(j1,"y o2on nLTEco.INC. 2017 EASTERN METAL SUPPLY,INC. 11`1 : ��CENSF.. ✓��y BERTHA HVTM C ��� � ' A Accordion ShutterSystem I► y j �!4 1 E� 0 INC: ■ ■ ■ ■ FLY. BIADE#t w/OR W/O KV.WNDOW BLADE 'T � ,(F� T * TICCIT TESTING & ENGINEERING COMPANY American Shutter 5y919mS Ly,x DcscalPnou DATE Ma ' 77 V \ 6355 ft.+Y.„b1A.SG.511.305,N9QhM WBDftiS.ROPoM 3.116 Association. Inc, I OLD 15-08507/27/17MtE: tl7j2TjtT O t Pa W Beoc , 33 2 Phew:(305)871-1814.Pow:(JOS)a71-1531 DRAY((NG No f`1 .......... .....Ufflu...:`C1 llt1 a-ma�ea�6719 nn West Palm t3epch, FL 33407 3 A� @fin '{ 17-107 •-'' 'OIYAL V"v11'il WALTER A:TILLER Jr.P.G + FLOW&L;-!44167 S SHEET P.E. S�At'f3KiN�iTCiRE/DATE 6 12 OF 20 i I MAXIMUM NNCHOR4 SPACING (in.) SCHEDULE FOR A GIVEN MAX ,SHUT ER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES II$,0-OESM NECS M PRESSURE RATING ANO A CORK LADING WILIONG TYPE FDR OGNCRUE OR CONCRE(E (SEE MOUNIONGS E.G.&H ON SHEETS 6&7} 1.ANCHORS 70 SUBSTRATE SH1LLL BE A$FOLLOWS: POUND 001KY0.TEICOtKS?ETL BLOCK Pw=CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.1.0-3 keil MAXIUUY @WALL SILL MOUNTING @CEIUNG MOUNTING H@FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREAntrow TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W,BUILDEX.(Min.1..3 W) ANCHORS SPACING LEGEND - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECOLTY COMPANY. (Min,1'c-3 k1I} ry� ALS11 6ESSR w=1%i�RCSAWE 1 S0. NEG/TNE PrtES41RE RUNG Psi. .L45?G11 KTARYc PANNI - T/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Fc m 2 k6Q TAPCON bR 30 i0 GO Tb 00 I?O t60 205 30 40 60 75 00 T20 i50 2tl5 34 40 60 7ff 90 120 160 205 TAPCON WITH ADVANCED - CCMP TAPPER+ANCHORS AS MANUFACTURED 8Y POWERS FASTENERS,INC.AND Oi WITH THE BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 l0 9 8 8 6 5,5 14 12 10 9 a e 6 6 I 12 10 9 8 B 6 6 THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS A550CWTIOa,IMC. 3'=4" 14 12 10 9 8 8 6 6 14 12 10 8 8 8 8 6 14 12 10 9 8 8 6 8 ALL P004TS SOUP-SET (Min.!'c=3 k9t} OR USS 14 12 $0 1 9 1 8 8 6 6 14 12 10 It 8 8 b 1 6 N 12 10 9 8 B e 5 BLUE TAP%V/CAP NOTES: 14 12 IO 1 9 1 8 8 6 7 14 12 '10 9 9 8 6 1 6 14 12 10 1 9 8 8 6 5 TAPPER+ Ai}MINtMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ti i? 10 4 8 T $A 3A t4 S2 M10 9 a 8 6 6 i4 12 10 9 8 8 6 S ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 -L2- 10 a a B 6 6 14 12 10 S a 8 8 8 t4 12 10 B 8 6 6 3.5 14 12 10 9 8 8 6 4 14 12 10 8 B 8 6 4.5 14 12 10 9 8 6 4 1_5 A2)MINIMUM EMBEDMENT OF 1/4'0 X 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 6 4.5 14 12 f0 9 8 B 6 5.5 N 12 10 9 5 0 6 4A INTO STUCCO SHALT.BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 i2 10 8 7A SS 3.5 - t4 12 10 9 8 8 8 5 14 12 10 8 b I 3.5 { •SEE U"1AT6N15 cs USL FCI9 E10ST,AND 1'MIMWU FOR WADS W17H NO STUCCO. 14 /2 f0 9 8 a 6 6 14 12 10 9 8 8 8 5.5 14 12 10 B 8 8 6 43 auAE's 0.V.suskJ i9 5'-0" 14 12 i0 9 8 7 4 - 14 12 10 0 8 &5 5 JA 14 12 10 '8 &S 5 Sb 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON TINE EXISTING WALL OR FLOOR, 14 12 IO 8 8 7.5 4.5 - 14 12 10 9 B e 6 4.5 14 12 10 9 8 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BENNO END WALT.FINISHES.ANCHORAGE SHALL BE AS INOICATED ON 14 12 93 7,5.GA 445 - - 14 12 10 8 8 7.5 5A 4 14 12 10 0 8 6 4.5 3.5 NOTES At)&A.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENG94CEP FOR 14 12 19 98 8 6 - t4 12 10 9 8 6 6 5 14 12 10 9 8 6A S J,5 INSTALLATION ItTtO EFS WiTN METAL STUDS SEE SHEET 20. 14 12 10 1 0 7.5 5.5 3 - 14 12 t0 B.6 7 5.5 4 115 14 12 1 8 6.5 5.5 4 3 - 14 !2 WI 9 8 fi - 14 12 10 D _r&3 5 175 14 12 TO &S 0 5 4 - (8) To EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6,5 3.5 ] - - 14 T2 10 8 B 6.5 4.5 3A f4 12. f0 6 T 5 3.3 J - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THIREADFORM TECHNOLDGY ANCHORS,AS MANUFACTURED BY I,T.W.BUILOEX. 14 12 10 9 8 8 - - 14 12 10 0 8 7 9 4 14 12 10 0 7A &6 ♦ J - 1/4"0 X 3/4'ALL POINTS SOUR-SET ANCHORS,A5 DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS OIRECT,INC, 14- i2 10 8 6.5 4 - i4 42 9 7.5 a 4.5 3.5-= T4 TOA T 5.5 4.5 35 - - .. )/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,[NO.,AND DISTR1113RE0 8Y ALL POINTS SCREW, BOLT&SPECIALTY 14 12 7 &5 7 4 - 14 12 f0 9 7A 4 - 14 12 9 7 7, - - COMPANY OR ANY OTHER APPROVED LICENSER OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 t1 T SA 4.5 - 14 l2 IO 9 7 SA - 74 12 9 7 4A - 8•-�. 14 12 40 8 8 6.5 - - 14 12 f0 0 0 - 14 12 10 8 &5 .5 - NOTES: 14 12 6.5 7 5,5 3 - - 14 12 8 6;5 &5 4 3 - 12A 9.5 6 5 4 3 - 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 9.5 7.5 b - 14 12 9.5 8 f&S 1 S 1- - 14 12 6 6 &5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 0.3 6.5 5 A5 - - 14 12 10 8 6.31 5 - 14 12 _r 65 3 1 9,_0• 1+12 TO 9 8 - - 14 12 w 9 7,3 4A - - 14 12 Be 7 5.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0■3/4"ALL POINTS SCUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11A 7A a 4 - -- 14 11 7 5.5 5 SHALE- - it B 5A 4.5 J.5 - - EMBEDMENT INTO STUCCO SIWBE PERMITTED, 1/4"0-20 SS,MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 r-8 1-05 4S - - 14 12 &5 7 55 4 - 14 t0A J SA 6 4A - - EXIST,AND 1'UNUUM FOR WALLS WITH NO STUCCO. 11.5 &51&51 A 14 12 9 7 6 144 - _ 14 11 7 5A 44 3.5 - IO'-O' 14 12 110 9 17.51 1- 14 12 10 a 6.D 5 - 14 12 5 6 5 4 - B.3)R4 CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOM. 14 t0.5 7 3 3.5 - - - 13 9.5 6A 5 4 3 - - 10 7.5 5 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHAD.BE AS INDICATED Ott 14 11 7.5 5A - -- - 14 11.5 9 6 5 4 - 121 9.5 8 5 4 4 NOTES 8.1)&B.2)ABOVE FOR INSTALLATIONS ON VNYL SIDING OR EFS WITH OR WITHOUT METAL.STUDS CONSULT THIS ENGINEER 10.5 8 5 - - f4 12 8 &5 5.5 4 - 1J /0 6s S 4 3 FOR INSTALLATTON INTO dfS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - 14 12 9 7 6 4.5 - - N 1"1 7 5A 4A J.5 - /2A OA 3 - - t2 4 6 4.5 4 J 9 7 45 3.5 3 _ _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 14 10 "7 - - - - ^ 14 105 7 5.5 4.8 - - - 11.5 6.3 53 4A 3,75 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 43 - - 14 11.5 7.5 6 5 - 12 9 6 4,5 4 _ 12'-O" 14 12 t0 - - - - I4 i2 8 6.5 SA - - /3 t0 6A S_ 4 _ - - EpQ�' DISTAN(�j'VERSUS SPACING SCHEQjIj,F, 'OR AHCHORS, IIA 6A 1"5 - I1 B 5.5 4 ]A - 0 6 4 3. IJAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE O:STANCSS R40iCAIED BELOW-FOR F.0,LESS THAN THE IN{XCATED.REDUCE M4CHOR SPACING 13.5 9.5 6 - - - - 13 91 6.3 5 4 - - i&5 8 5 4` - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 10.5 7 KIT 4.5 - � - 11 8.5 5.5 4.5 i!, - - - REDUCED SPACING OBTAINED USa)G FACTOR SHALL NOT BE LESS N4U4 MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE.. 13'-0' 14.12 - - - 14 ILS 7.5 s ._ - 12_____4 6..4,5�' - - - FACTOR 10.5 6 - - - - - TO 174 15 4 3 - - - 7.5 5.5 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER+ 123 BA - - - - - - 12 9 6 44 4 - - - 9.5. 7 5 4 - - r�yp EDGE TAPCON THREAOFORM TECHNo10Cl' ALL POINT SOLD SET BLUE TAP Wj CAP Mita.SPACING a 6 - - - - - 13 9.5 63 5 - - - - TOS 7A 5 4 - - - BLADE OR DICTANCE GIN.SPACING�3' MIN.SPACING=3" MIN.SPACING�3 1/2" MIN SPACING«J' 3 J/4• 4" 14 12 - - - - N 10.5 7 5.5 - - - - 11 0.5 53 4.5 - - - gyp• 14'-O" IO 73 - - - - - - 6 7 47 3A - - - T 5 JA 3 - BLADEHV POURED CONCRETE& �D COT E BLOC{ POURED CONCRETE& POURED CONCRETE&�D tE CONCRETE$00i IIA e - - - - - 11 8 5.5 4,5 - - - - ETE 8 6.5 43 - - - - V W O CONCRETEF.O.OK UN FAaJ 1/2' wL EEL 1tYAt7NlCREIE38LOCN CO UN a CR B3' 1ix ED. 1(2'MH E0..71/2' 12 9 6 - - - - - 9.5 7 45 - - - - - 3" 1.0 0.90 1.0 0.78 1,0 0.84 1.0 15•_0, i4 - - - - - - - 13.5 10 6.5 - - - - IDA B 5 - - - - BADE WO K�2 ING2 1/2• - 0.51 0.81 1 - .0 0.67 1.0 9 - - - - - 8A &S 4 - - - - - 6A 3 ]. - _ _ IN UNISON 4A0 10 - 10.5 a 5 - - 8A6 4 - 2' - .71 - - 7 qdl - - - 13 6. SA - - - - 9 6A 4A - - - - 1 3/4` - 0.91 - - - 0.43 14 - - t25 9A e - - - I0 7S 5 - - 1 1 2` 0,35e es 1 a 1 6 1+ 1- I- - * FLORIDA BUILDING CODE{I♦tan High Velocity Hurricane Zone 4'FFF T`�EV ••A. /l/ice'•, 02017 TILTECO,INC. 2017 EASTERN METAL SUPPLY, INC. 4 •• ��.... BERTHA VTTI �!�►/�1 A Accordion Shutter System ti .F�o �L G 4 V t!d c. ■ • ■ ■ KY.9.ADE#t w/OR W/0 N.Y.WINDOW B!ISIIE TILLIY TESTING& ENGINEERING COMPANY American Shutter Systems EV,IAQ DESCRIPTION DATE DRAWN EC L.C. St•S 6335 ILW.36th. te.305,V,RW"04ROOM ilCMDA 3316 Association, Inc. i OLD 15-485 7j27jt DATE: 07/27/i7 1DRAWING No A rnaaa:(]051871-1530.Foe:(3os)a71-1531 4268 Westroods Drive 2 ;�Af+ QRtDP,::'�4�IIIA t-mal 181ecb7t0.cam West Palin Beach, FL 33407 3 17-107�_ O, :M 70 .. OM••••• �4j11t WALTER A ED 710tw Jr,P.E. 4 P.E.-SCS+EY gt/DATE FLORIDA a� 1 44167 5 SHE OF 20 MMIMUM ANCHOR* SPAM"' On.l $BCH RULE FOIA GIVEN MAX, SHUTTER SPAN. A,%17)_DESI N N A IE PRESSURE-RATING AND A CORR SPONDA itO INT)NG TYPE FOR CONCRETE OR CONCRETE BLOCK iNSYALL4T)ONS (SEE UOU911N0S 1,J.K&L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEN YAxnNY t WA1K a7ER L& 7 TOREt4CH FtAiNGOARD MOUNTING (E)WALL/FLOOR MOURTING ©WALL/WALK OVER MOVNnNG TAPCON OR PA .OEM NO10f r SWE R41M(W kU.OEM hrCA E aFES1+ E RAFlr S&W-9Z W.W.E ii6.�,�AAu KOM(ps ,DISIM 11WINT.R65.wwc 9ATMI(p,1 TAPCON WITH ADVANCED (to30 46 60 75 90 120 160 205 30 40 60 75 90 120 760 26S 30 i0 Bri 75 9p 720 160 205 30 40 60 75 90 720 160 205 7HR(AOFORM TECHNOLOGY I4 72 f0 9 tl tl 6 6 12 12 12 12 12 15 85 8 7 7 T 7 7 S.5 5 5 5 5 5 S S 5 ALL POINTS SOLID-SET 3`-0- is 72 10 a 8 8 6 a 12 12 12 12 12 12 8.5 7 7 7 7 1 7 7 7 7 5 S 5 5 5 3 5 S R LESS 14 12 10 9 a 8 0 6 12 12 12 12 0.5 a 6 4.5 7 7 7 7 7 7 7 0.5 5 5 5 5 b 5 5 S BLUE TAP 14 12 10 9 a 8 6 6 12 12 12 i2 12 la 7.9 6 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 5 TAPPER+ 14 12 !o 9 a 8 5 6 12 12 12 12 13 83 0.5. 5 7 7 7 7 7 7 3.5 4 S S 3 5 S S S 4 4,-0. 14 12 10 9 a 8 8 6 12 t2 1T 12 12 0.5 7 5.5 7 7 7 7 7 7 7 7 8 7- T4- 3 5 S S S b 14 72 ID 9 8 8 0 b 12 t2 12 95 6 8 45 3.5 7 7 7 7 7 7 8.5 5 5 5 5 S 5 S 3 5 I4 12 10 9 a 8 5 s 12 t2 12 12 IO 73 5.5 4 7 7 7 7 7 7 7 5.5 5 S 5 5 5 5 5 5 14 12 10 9 % 8 6. 6 12 t2 12 it 87 7 5 4 7 7 7 7 T 55 4 3 5 5 5 5 S S 4 3 5,-0, /4 12 10 9 a a 8 b 12 12 12 12 10 73 5.5 4 7 7 7 7 ] 7 7 7 S 5 I 5 5 5 5 5 74 '12 t0 9 8 8 8 6 12 12 95 7.5 6 4.S 35 - 7 7 7 7 7 7 5 33 5 5 S 5 5 5 4 14 IT 10 9 8 8 6 6 12 12 12 95 8 6 43 - 7 7 7 7 > 7 5,S 4 5 S S 5 5 3 5 4 * SEE ANCHOR 14 12 10 9 8 5 6 6 12 12 LS 9 73 53 4 3 7 7 7 7 7 4.5 J.5 - 5 S S S 5 4.5 33 - SPECIFICATIONS 5.-Ow 14 12 f0 9 8 8 8 b t2 !2 1T 10 8 b 4.5 3.3 T 7 7 7 7 7 7 7 5 5 5 5 5 5' s 5 ON SHEET 13 14 12 10 9 a 8 6 6 12 12 e 8 5 4 ] 7 7 7 7 7 53 4 5 5 5 5 5 6 1 3 74 12 1O D 5 8 6 6 12 12 t0 a M 5 .75 - T 7 1 7 7 6 +,S - S S S 5 5 5 4.5 - 14 12 IO 9 9 6 5 6 I9 12 10 8 6.5 5 3.5 - 7 7 7 65 S.S 4 5 S 5 5 S 4 3 - 7•-0' 14 t2 t0 9 8 a 6 8 12 t2 12 95 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 S 5 S S 5 14 12 10 8 8 8 6 6 12 10 6.5 5 45 3 - - 7 7 7 7 63 5 3 - 5 5 5 S S S 3.5 3 li 12. 10 9 8 8 8 6 12 12. &6 7 5.5 7 7 7 7 7 b - - 5 5 3 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14. 12 10 9 a a 6 - 12 W 8.5 7 5 4 - 7 7 7 55 45 ] - - S 5 5 5 4,9 33 - PSF A,S.D DESIGN PRESSURE B,-Ow 14 12 10 9 e e b - 12 12 OS 73 6 S - 7 7 7 7 7 7 7 4 5 5 5 S 5 5 5 5 RATING & FOR SPANS PER W-/T f0 9 8 8 6 - 12 9 6 45 4 3 - - 7 7 7 7 55 4 - - 5 s 5 5 5 4 3 - SCHEDULE #3, SHEET 11 14 7T I0 9 8 8 8 - 12 11 7.5 6 b 75 7 7 7 7,S 6 43 ^ - 5 5 5 S 5 4.5 - 14 12 t0 9 8 8 - 12 1.5 7.3 6 5 3.5 - - 7 7 65 5 4 - - 5 5 3 5 4 3 - 3,_Ow 14 t2 t0 9 % a - - 12 12 9.3 6.5 5.S 4 3 7 7 7 T 7 7 6 ] 5 5 5 5 $ 5 5 5 14 12 Ib 9 6 B - 0.8 8 S 4 3.S - 7 7 7 B S J.5 - - S 5 S S 5 4 J - 14 12 10 -9-178-1-r - 72 IO 6.5 5 45 - 7 7 7 GZ 55 - 5 5 3 5 5 4 - - 14 12 10 0 8 a - 12 0.5 7 SS 43 3.5 - - 7 7 5.5 45 35 - - 5 5 5 43 35 - - - 70'-Ow 14 12 t0 9 8 8 - - IT 17 85 5 6 3.5 - - 7 7 7 7 7 7 4,5 5 57 5 5 5 5 5 4.5 14 72 t0 9 B % - 9.6 7 45 34 3 - 7 7 7 5.S 4.S - - - S 6 5 5 4 35 4- 12 10 9 a 8 - 12 L. 6 5 4 - 7 7 7 8 5 1- - 5 5 5 44 S - - 14 12 10 9 a 8 - t2 93 6 5 4 3 - 7 7 S 4 3 - 5 5 S 4 35 - - 17'-Ow 14 12 t0 9 % 5 - - 12 f0 7 3.5 4.5 33 = - 7 7 7 7 7 ) 35 - 5 S 3 S 5 5 S 4 ////.w((''''���� (/'''�� 14 12 70 9 8 8 - - 85 85 , 33 3 - - 7 7 e 5 4 - - 5 S S 5 . 3 l ( J H V BLADE ONLY LY 11 12 14 D a B - 11 fi S.S 1 - - - - 7 7 7 69 4.5 - 5 5 6 S 4.5 - \ ll 14 12 10 9 8 1,5 6.5 S.5 43 3.5 - - 7 7 43 3.5 - - - - 5 s 4,5 ].5 ] - - 12,-D,ti 12 70 9 8 - - - 12 9.5 &5 5 1 - 7 7 7 7 7 6 J - 5 3 5 5 5 5 4,5 ME- -=- -0" 12 10 9 8 % 11 4 ] - 7 7 5.5 4.5 3.S - - 5 3 5 1.5 i ] is 12 10 9 8 10 7.5 S + T 7 6 5 - - - 5 3 S - 14 12 10 9 8 - - - 0.S 6 S 4 3.S - - 7 6.5 4.5 3.5 - - 5 3 4.5 J.S 3 - 73 14 I2 t0 9 a - - LS 6.5 6-4.5 353 _ 7 7 7 7 7 4.5 - - 5 5 5 S 5 S 4.5 3.S 74 12 10 9 8 7 5,513,5 3 7 7 5 4 3 - - 5 5 $ 4 3 14 12 id-F9 I 5 9 1 14S .75 - - 7 1 7 5.5 45 - - - 5 5 5 4.5 4 - - - 14 12 10 9 - 50 7.5 S 4 3 - 7 6 4 3 - S S 4 3 - - - - 14'-Ow N 12 f0 9 - - - - OS 6 55 4 33 - - 7 7 7 7 7 4 - 5 5 5 5 5 S 4 3 N 1T t0 8 - &5 5 3 - 7 T S 35 T 4 12 t0 9 - a5 5.5 1 7 7 5 4 - - - 5 - 14 12 10 - _ - 9 7 4.5 3.3 3 - - - 7 SS JS - - - - - 5 S 35 3 _ _ - 15'-0w ti 72 10 - - - - - TO 7.5 5 4 3 - - - 7 7 7 7 7 35 - - S 5 5 6 5 S 4 ] 14 12 }0 - 8 4.5 3 7 7 4.5 3 - - S 3 4.5 - 14 t2 TO- _ _ - - 8 8 4 - - - 7 T 3 - - - - - 14 1 &6 83 4 35 - - - - 7 .5 33 - - - - S 5 "S - - - t s,-Ow 8.5 7 4"s33 3 - - - 7 7 7 7 6 3 ^ - 5 S 9 S -T-45 35 E12 10 - 8 4.5 3 7 6.5 ; - - - - 5 r T1C 57 'f (T 14 t2 10 - - - - - 75 35 .75 - - - 7 %A h - - - 5 5 45 - - - - FLORIDA BUILDING LOUC(Non High Velocity Hurricane Zone', ytyyI \.•••,.....,,• el,,L+ GTOtT 71UECO.INC. 02017 EASTERN METAL SUTM'LY,INC ,.•••��c�Ns�;..,�� __.� -BERTHA HVTI� 1 L ECO NC. ,Q ��' Accordion Shutter System 1 ■ ■ ■ ■ H.Y. BADE#1 W/OR W/0 H.V.WINDON BADE 7� p.,••fi ( American Shutter Systems Y.TILLTESTING & ENGINEERING COMPANY N DRI0DATE t ?j27jDRA7Es B07j77C • Association, Inc. OLD 15-CBS j. 17 6353 N.W.351h.SL.Ste.305.4UMMA W0114,MORA,3314 � r- p�t Fh6nu:(309)671-1530.Fa4:(305)871-I531 4268 Ylestroods Drive 2 tt�, +A o-maR:1i7toco09oLwm West Palm Beach. FL 33407 3 DRAWING No .......... West EB-0006779 ANAL E ,�1T WA1.7CR A.nwY 3,.P.C. 4 17-107 P.E. S Cf3tGNA1URE/DATE FW;UDA Ua It 44167 b SHEET 0 14 OF 20 END iNSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"xd•xx MIN WOOD STUDS rl-,"I+PPP 51U0S Rxp'p. (�Ya4'RLN.wwo 21",WL .1 ! S[Ya9 REa'p. *000 STUM. L t/4.1M 0C _ (AS APOUCAN O \ /1;:. !TCRRy 4•a6 (�+� ,-1 2'•''W+• Buz. 1 lx� x t ( TO SNPS,\ / (A5 FPPLlCJPIC) xtow IFgnzi No E%"n;GLASS I., Ps1olm Mr _Enwe CAS$' '•[ EXMU.V CLAW i t � EaStWP"'7 / \IAL t 1p'w`Y.ao-�. � ,-.F _IA �?I "— T WtM3a `I/7 PLYWOW, 'srsu° Cr< ,i - o 1x11 1 t w•sfv GAZ(ME i/ EE/�ENA•a t/14•ar ,I ranEV6EC)RRa w�0uatags( 1aL1YADW3D CmL satrop,EFgr¢1 W EIEET t9 j (a0µG7-Ta()�CpWR� FWI•JI I/i•mm CoxPLIWPPP.. IAAfA9(ph @a1 tt fPR 9ALC pJNO I/x 11 RR 9A'E IDNa t9IULSQ)a l AT aM(OCAT, r i L Too"."?9ELT 19 AGR 'JtLi 19 Fai F5N5N BAd,SI 71 ' RXtSiIDa PF9 1,� sus.0C, 1po./2.S d OF/a 01/x' rofs)a 6 I IIA/111~4 TO .RA At VOL. IE u I 1 OR Q 4 �' ( EEE PEr+u x 00R, � PrnW�x tt•(`FPrA 1 OR + t stPE C4+RtcCTaj J SEE C(TAY:.IT1R OR "« ( TO CRACKS ' SEE DWO&I It FPR _ SX 00"CT04 {�.C. .e P. Sol:cavnEcpoR {� (�•Q O-Ca]•sro•i3• to IRACRrs a�.(3-a'C3'@ jJ'£x• 1 d `�✓•C 5�. TO 1R�cRs FIR- 03. . �'(�'�•'J'CJ'4s• 168',S3`St'' -rV7�` �.r�.Cr,"°�,�,'�' U+•`�.)• -�•b•,fi$- 0 0-9),0 L�- 1�'�g« �g•�'�TJ' C�' p"3. "°)' . t�tic•B Cd-rJ1- e s v C C.Cg.Cp.Cs.�.a, O•C�-4>t•�_,�•� CS•iw-�•C-�•C� EJ�D CONNECTION D£TAiL(7) FND CONNECTION DETAILS END CONNECTION DETAIL G END CONNECTION DETAIL 10 Ex+S7frtt •RE4IFAEP Lita.Y iCR SFAKS CE6.QER TxA•t t2'-0• /-Q J•S$ 1 x•.4'CPL jW r-v(a'a TAPCQI AACMws rhro 7KmN ry0a/fx'sst.s. sLw7s Rp' vr)1 r/x'an w/v 1 CVS I14 PLNS-y FEr41PApCN a 12•O.P. PINDMritlt a (� 10 Qj=I= ♦ SEE LIMITATIONS of USE FOR Nrt SafpUX tlF VZ i 6 d rrt•iiMR�Ebt v BLADE{9 ON SHEET 19 If LCR EVIE O)NO SaQIIE903E r - l 4 (/ 1 9 r + .16 F09tt MAX �BLi�ES@6t (\ LaJi S j}A41i 3550:7. `�- � •? � a{fl�Pa(j''�o> 11 fx rw It 1C 3oR 6 r / fir'«d« p. •{�. mow"IM x.r uuL Maoo� RJ_ •f3-©q•d«Ts•t�- �cRt 3ma ca{ig VIEW yy,�«�,�„ srLasREPTA wat ig.y�.ti.{�.�Tj.�3. PLAN �.�.�.Cn«p.Cty. C�•d3-�•�-�•t?- t Ca-@ f3•z8 C� Oa`f- 't3-69£ DETAIL �S END CON ECTION DETAIL Q' END CONNECTIONED TAIL t2 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 13T11�,r�•,,,..,,,,•,•���-` 04017 WE".INC. 02017 EASTERN METAL SUPPLY,INC, t�G �sF .,� ,._,�._ BERT A HVTM IL E G O I�,1�. ,�,�',� „A„ Accordion Shutter System Kv. RAIX#t WJ OR W/0 KV.WWW RAX `. American Shutter Systems Ew•N • r^�7 TILLIT TESTING k ENGINEERING COMPANY y pEscaiPnou DATE pRA9,T!Be L.C. ��•:: �+' ;' aus ace.3Cta.St.,$to.say."GlullA GAWEws,rLCaMA",EI Association, Inc. 1 OLD IO-085 Jj2)i DATE: 07/21,/17 ph...:(]06)871-1830,ra.1(305)871-1531 4268 Westroads DAve x ORA1?tN0 No 1 '•.,, C,,,,``••''�4r o-.Pa:LnLaceoPa.cam West Palm Beoch, FL 33407 a �j �L`v�l.•• WALTER A.�WTi Jr.PR. 4 1/F 1 07 FLOWD&U.a 44167 5 SNEET P.E. SEi1L/SIGMTt1RE/DATE E i8 or 20 WORKING IN ( T 3°'e✓ CENSIA�. tJ TIONS,6KV BLADE gyO CONDmONs OF USE FOR e A 0> UNISON WITH W WINDOW RIADF 4 i.MAX.ASD.DESIGN PRESSURE RATING:1110,-110 pe.i. 2.MAx.SHUTTER SPMA:98` 3.ALLOWED MOUNTINGS:A.M G&N ON SHEETS 6,7:AS WELL AS MOUNBNGS M,0,T.u&W ON SHEETS 16&17. � �.-r.,. ONLY CC�CENTERUATES Ili(BOiH W/FG10R{"2� ARE ALLOWED W7TN 21 �°i�« N C:JORIG ! out. ED IN A 5YINCLUDED ONLY CW T EXT O OR ACC tN CASE OF OPP035NC YOU", MUST BE INCLUDED ONLY AT EXTERIOR ACCESS 510E OF @- , j + r. X, C£ E. TYP.EA.ENO + A 5.(A)NJ YANDOW LNDE V SHALL ONLY ALLOW A Mg1tIMUM Of 5 OPENINGS f ', , (3b HOLES)fOR 41 PER BLADE AT SPACINGS SHDWN ON SHEET 4. 44 f , I (8)MIN.CSEARANCE FRO TOP OR BOTTOM EDGE OF 1N WINDOW ELADE 19 MAX.5 WINDOWS d s ♦ +� .t� OF ANY 3"O HOLE FOR 1VSHALL BE IY. ALLOWED AT IJV WINDOW BUN£� (C)FIRST OR Lw BLADE COMING OUT FROM STARTERS AT ENDS MAY BE Hv YRNoow efADE t *f (0)HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SCUD NV BLADE tO THROUGHOUT SHUTTER'S WIDTH. (E)C MATES SHAH ALWAYS BE INSTALLED ADJACENT TO A SOLID NV GLACE CV AT EITHER SIDE OF MEM. 1LEE-- SEE END + + + {gysg ,' THE INTERIOR POLYCARBOF THE OPEWNG BEING PROTECTED.TE W WINDOW SHALL BE INSTASO LLED MUST 8E CONNECTION /r • + + �8 g ONLY NSTALLED AND LOCKED USING A IN SETTING TOOL PROMOED BY ASSA, DETAILS ON SHEETS ( ''�._� • SN7 �+ +* INC. 10& 18 TYP,._J/' ASOSR FULL HEIGHT. p 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 8U1109NG5 ON SHEET 15,AS UNTIED BY SPAR ANO DESIGN LOAD(SEE NOTES ABOVE). Cn 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS 1=POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESCON LOAD(SEE NOTES I&2 ABOVE). 8.M MMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996, SEE PLAN FOR ACQUIREMENTS) 0 H TOP&BOTTWA W I .G..06 7') WHO ZONE MINIMUM SEPARATION TO CLASS NUMITED VADM---•— L THRU i' AeSEPARATION To CLAM --° r; Ext5nNG Gi15S- _ ---- ____ _ ____ _______ f� �C✓"'Cyd\ mm1 CO, �) TYP. w ioR s A�HDRWTES 21 ( \`` r• WJO�(SNOTE 4 ABOVE) PLAN TYPICAL nl NV BLADE WORKING IN UNISON WITH HV WINDOW BLADE CAI SHUTTER* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TT 02017 TILTECO.INC. 02017 EASTERN 41EIAL SUPPLY.INC. BERTHA HVTM 11 LI E C 0 1C. A.S■S.A■ Accordion Shutter System T4s sit FLY.RADE#1 W/OR W/o KV.W DW BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: LG =� S,f.` ••"'� ;• 635S H.W.36th..SL,Eta 305,%TRCM GARDENS.,AORiOA 3316 Association, Inc. T OLD f5-O65 7_27/1 DATE: 07 27/17 �'+' Phan.N(505)871-1530.Fax:(305)071-1611 4268 Westroods Drive 2 DRAWING No ,t0-mal;9lt."400l.c West Palm Reoch, FL 33407 3 s`�jONAI Eat EB-0006719 17-107 -. t• WALTER A.TIuT 3r.P.C. SH P.E. SEAL/SIGEET RlATURE/DATE �4 "u` d 44167 6 19 OF 20 I .6-.1 , 2'x 0.035'THICK INSTALLATIONS WZ 1 HV BLADE & HV CENTERMATES � -12.000•Mox. jj ,- MIn,ASPA A-653 GRADE 40 Min. Y12 .a c _ MIT.L STUDS S AT TO-SFEELO 2 Max-7 INTO METAL STUD WALLS * © -°0'' METAL stubs AT 16'O.C. a 43b yaD 'n• - ----- )e1 6 D.C. 40low 41 a aA �� w -- -- 1/2' 475- * 3a 1/4"0 NOMINAL ' GENERAL LIMBIIONS AND CON ALUMINUM SLEEVE 1 3/4"9 6 VA':a035'THICK Min.$, 4'30 i O ,art f� SYSTEM IN TAZIATION T0. MFfAL STUD WALLS 6063-T5 ALLOY CONT.GAL%StEFI TRACK CHANNEL,,a 8'O.C. 0 6'O.C.^. v3i 3.000' ASTM A-613 GRADE 4a M,n.c-so I r----!' SEPARATION TO GLASS SCHEDULE t�--- GALVANIZED#6 FASTENLTt t0 STUDS I i ! N i Max. GAJ(z)+ext/2'zEx SCREWS ou EXISTING FINISH 39 1. MAX. A.S.D, DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOn&EXTCA19R FACE j AS APPLICABLE --4:1 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ! SEPARATION 43e LENGTH + 1' EXISTING CLASS 1 MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET, TSI E-1998 TO GLASS A (SEE SCGLASS DULEj 43 3, t THRU 3 1• 43 1 f 4"0-20X3" B01.T S{ 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 3c )' $ U, 21 ARRANGED A METRICAL TRYOUT. o USE O (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4'.6 1/4-.0.035'THICK M:T. EXISTING FINISHt .I+ INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF 1h.373''L- �CONT.MY.STEEL TRACK CwOINEI., AS APPLICABLE CENTERMATE. Q y 250+ I ASTM A-653 GRADE 40 Min. GN-YAIQED FASTENED 10 SNDS „M,T.---•- 1 w/(2)/6x1/2'TEX SCRE155 G143c 43c INTERIbf2 EX1TxIOR racE a 6"D.C. 0 6'G.C. N 1/4"0-20 THREADS ay .''•;zy 'k* BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 43 L�4"� CE Ga GONSTRUCTION 1/2' 12 38 CENTERMATE21 APPLICATION WITH BLADE 1 Q O PRODUCTS FAB—LOK HD f6'x 1 1/2'x 0.035'THICK Ig 63bO.C. MT.ASTMA-653 GRADE.D -z..ua; COMPONENTS MI"•c-so rr`°'STEEL 1" •""'.t MS WALL HEADER/SILL INSTALLATION METAL.STUDS AT 16'O.C. Min. •'� .-EXISTING FIN1511 AS APPLICABLE SCALE; 3/8"= 1' (TTP. A —— _ . I ,.•e „...., V. A TOP K TBOTTOM) � wGi A/3LY/!42•)CZ/E66D x1 1F//A4zS ''TxET0EEK.DD3sScD'RETsw H1UISCDKoSMin. STEEL in . STEEL TUCK CHANNEL ZEXISTIN6 GLASS GRADE � fi4_ fCONTLV ASTMA ASYMMETRYCMISEPARATION VARIES INTERIOR EXTERIOR FACE3a 436 43c W/CENTERMALES TO(SEE SCHEDULE) MoxEXTERIQR ACCESS SIDE INTERIOR ACCESS SIDE I / 6•(TYP.) IN 3 (6"tdin.7 iN i-----_.._------- -----------I — 40 ------------------------------------- ------- -------------------------- ------------------ —--------- ---- -.�. -_ =--r_--- --- _------------------- ----- -- --------- 24 _--- ----------- -- ------ - ---;_ - __-_---- --- ---- -- - _.__,__.__ �— Q -=_ -_'--� 12 ------ -- - -- -- ----- _ --__ __ ---- -- -- ---`21 -- -- ------- --- -- --- --- -- -- --- -=-j --- _- -- --- _... --------- wi3z)42 I (ft 21 21 21 LBOAAi€o AT T 2 — - _ - -__ -- _ ----- t _ _--- _ HV NEaDER/S>�Etd05 VIEW Y 12 3 i/4'(TYP.) (6"Min.) - - - 24 SIDE CONNECTION TO TRACK 6 1/2"(TYP-) -S. 7" 6 1/2'MAX.SLACK �* (cant.) fVA HV13 BLADE SLACK DETAIL HVF tfy—c FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHS TM Accordion Shutter SystemE Zoe. . ALY. et #i w/OR w/o H.v 1MNDON MADE `> l� TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy8f6M3 Ey,K DEscalpn6N GATE DRAWN en L.C. i 6364 1t.W.SS1A.st.St..303,tM1A01A1t aWDERS,flGRO 33I Association, Inc. 1 OLD 15-085 7/27/i TRATE: 61/27/» t� Pnon.:(J-b)a71-1530.Fox:(305)871-1331 4268 Westroads Drive 2 DRAWING No A 4r tt _0' 'TaTaoOooleom West Polm Beach, FL 33407 3 O '' E8-0006719 17-107 ��.�qq'f '•��,, WASTER A.TfLut Jr.P.E. ` SHEET 1P.E."SEAt1��}AT�) E/DAT£ noT a L:z f 4667 s 6 20 OF 20 DIE CASs t.7s• _ .45" 2s3 °33a" FAT HEAD H pf t�S� CA15,N0 ENWEL 20- 2 .- S.sn. PANTED 1TnR[wE0$�D CAST �,g� gR•, •m. \b .) p O EN.MEL t PNNtED DRESS lum .002' CRASS OYLFWER BRASS GTtutOFR ° o T+A� &KEYS(o,RDu (CHRDUE RATED) 21 }IV GENTERMATE � qi FATED) UALIFIE R USE W/ E BLADE I�& 1A, LY ft 5 f 1325 W I @ HV LOCK HV EGRESS LOCK 6063-76 ALLOY AND TEMPER gLIALTFIED FOR USE V// HV BLADE ) & 1A ONLY °x 3.02' . 7 I QUALIFIED FOR W/ HV gUAUF1E0 FOR USE V// HV 6063-T6 ALLOY AND TEMPER 231 HV GORdER CENTE@MATE ONLY. BLADE & ONLY. 4 ALIF1ED FOR USE V!/ HV BLADE(1)ONLY T-.25o'010. 6063-T6 ALLOY AND TEMPER _ A. 5* .S1B 17 6•74• P1A5T4C HEAD Z MO�SCREWIED TO m n �± 4 0• ,,753' I N � - .3IVE 60'AFTER RTING r' a� » a 0621 H 4 A O6 N n " 5' '3/4" BEFORE RIVETIIIG S.S.*THUMBSCREW 1/4F�-20 RIVNUT* Id LlQ' t1 SERIES 5444 KU:VAIM(2024-T3 ALLAY)LAKE FLANGE ft.' 7.7ao I, I 276D' 1 SHEET 1MSER1,PART 1 0820.AS"IUFACTUREO Or AVDEL PLMT n FRONT Et.LVAnoa 1 8, " t1 4.99fi' it I.Sb6. CHERRY 111=44,PARSH'PERW NEIY JERSEY 07054 OR EQUAL LOCKER FOR "T" LOCK CENTERMAT„�F QUALIFIED FOR USE W/ Hv BLADE JONLY �9,' HV FEMALE "T" LOCK CENTERMATE � HV "T" LOCK �i HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV SLADE00NLY OUAL'BLA FOR USE QUALIFIED FCR-ONLUSEY.. HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPS BLADE v'ONLY. BLADE 1 ONLY. 1.917 917' -ry5� 3' ' a m 4 1,214* TtiUMBTURNDER OR . . 2 — a I } 6' I KEY CYLINCYUNDER �4' .21 t" nMin! 0.875'Min. .4 + .125'Na.. '3f E W 0 I HO CENTERMATE W/ LOCOING R00 wI A Q �"J QUALIFIED FOR USE W/ HV BL.ADE't & (EA', QUALIFIED FOR USE W/ HV BLAQE(I)& (lAl -", i 6063-T6 ALLOY AND TEMPER Cid <„ '� 6063-T6 ALLOY AND TEMPER 4 n QUALIFIED FOR USE W/ HV BLADE 1 &n �� � . 1/4•a-24 6s OR 378"o- t.T 60$3-T6 ALLOY AND TEMPER KETAL THUDeSCREwS. tl Z- `-_rTINMBTVRN (SEE DETASs �C cnxaost OR KEY _ tS m. 1.57 Mln CYLINDER LOCKING R � , ++, 1.78'Mo.. 0 L OOn " ,74.0 � HD LOCK }75"° C,� QUALIFIED FOR USE W/ HV BLA:7/1 E.01 " J7 HV 1 4)-20 AISI 304 6Y RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK 6GC7 LOCK, 6063-T6 ALLOY AND TEMPE �� HV ,-38 0-16. ACETAL ,L4" 5}INSTALLATION WILL REQUIRE A HOLE THUMBSCREWS �ERIES S.S. THUMBSCREWS OUAL(FIED FOR USE 1V/ HV SLADE l)& QA DAiLLEO AT TRACKS FOR PROPER EDMENT UAL)F)ED FOR HV B QUALIFIED FOR USE W/ HV BLADE1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11 02017 TILTECO,INC. (CJ 2017 EASTERN METAL SUPPLY,INC. a``1E /rte=; BERTHA HVTM Accordion Shutter Sy stemILE _� Hc. A ■ ■ ■A■ H.V. BLADE#1 Wf OR W/0 RV WINDOW SAM American Shutter SystemsEv.H OEWRIKION DATE ORAWN BY: L.C. 7* TIWT TESTING . ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1 DATE; 07727/17 6315 H.W.36tA.5L.5te3n6,4uatrA C+aO�ss,rut+AA sit 4268 Westroads Drive 2 Ph°ne:(305)871-1550 (305)871-1531 DRAWING NO e-moll:oue:°oo°Lum West Pnlm t3Boch, FL 33407 s t+ RID,, A.AWT jr. 17-107 sa FII WALTER WT ar.P.E. 4 P.E.~SF � RT�3A e RVDATE noRmA uc t 44167 5 SHE3 OF 20 r--CONCRE[E ANCHORS POURED CONCRETE POURED POURED SHEET T3�LE ON OR CONCRETE BLOCK REQUIRED -1/4'm-'SCBE'S.S. CONCRETE REQUIRED - - CONCRETE ANCHORS MACHINE SCREWS REQUIRED t.^,..� FOR (SEE SCHEDULE ON 17/T/4"-20 CONCRETE ANCHORS i-""- 17 18 S�A cMONE(SEE UDUNtWG®aN SHEET 7) (-- SHEET 13) NUTS t0 12'Q.C. ,J (SEE SCHEDULE ON SHEET 13) 1 I. 1/4'm-20M3/4'S.S. --- 12 att14 €0 EQ uACHiNE SCREWS -EO EO _- USING 1/4'-20 NUTS 1 O 12"Q.C. E p• t/2' , _{.250'MGM. C13 OR 15 i _ 13 OR I15 f - E D.- ! E.D.!. - .250` I , I I .250"MON. Lt... �1 E.Dt 11 r f 1 OPTIONAL i! '' ` ' ti-QPTIONAL L1 ` 1tM SEPARATMki t ,TO MASS($U ' Si SHEET 1 ♦ a ' MIN.SEPtrFtJCTiON TO GLASS 1 Et FOR EADE,TI O 1 OR r EXISTING 9ELT t9�R ! I i t J f GLASS'---r-"-T(SEE SChEDULE ON SHEET 11)" CASTING ! eNxstDgt!A9 1 MIN.SEPARATION TO GLASS 1999. OVSS—+ �j S____; ­(SEE SCHEDULE ON SHEET II) i,G 1 ! OA HV WALL d tas� GrC HV WALE HEADER, INSTALLATION HV WALLHEA )N + KEYSTONE TONE ! UN.SEPARATION TO GLASS r i EXISTING ,_ -"=--- Tt'—"" (SEE SCHEDULE ON SHEET ii) 1 GeAs- lar Sf➢ApAiXN 1 OR 1�l♦ t -— ExGuss" TO C7A55(SLE i I I � MIN.SEPARATION TO GLASS i'"(SEE SCHEDULE ON SHEET 1 i)— , tt FTTt GIME mAvs ' OI SHEET 19 FOR d 1, � tF,AC6 Q1h i EXISTING I ✓ OPTIONAL 7 CLASS—, i i i _.I/4•MGM. `E. oPrloNu. t i 1 i �, E.Q.• t t ''�7'' E.D.` L t / 13 OR . \• _ _ `• 1 2 DRU ' -___• ._,�F- 1/4'9-20x3/4• 1 { ----- EO £O PHILLIPS TRUSS READ ifi"m-20x3f4'S_5.PtialLIPS l t MACHINE SCREWS USING .... _ .__�„ CONCRETE ANCHORS ,- TRUSS HERO bUCMINE SCREWS - '-CONCILETE ANCHORS } 170819 1. 1/4"-20 NUTS G 12'O.C. t (SEE 5CHEOULE ON W/ 1/4"-20 NUTS 0 12'O.C. --jfJ (SEE SCHEDULE ON SHEET 13) Min.` POURED C014CRETE-' SH€ET 13) POURED GONCREIE J CONCRETE—/ OR CONCRETE BLOCK CONCRETE BLOCK —'--'; S,J7NCRETE ANCHORS REQUIREDREQUIRED HV ALL VLL INSTALLATIONSHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION (jQTE FQR EGIABINATIDN QF SFa17aI t INSTALLATION DETAILS W I-SEE SHEET 4 FOR TYPICAL SHUTTER '•E.0.••EDGE DISTANCE ♦ SEE LIMITAT,ONS OF USE FOR ASSEMBLY �/ I,.�`' 2-MOUNTING SECTIONS CAN BE COIABINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 \1 ! !Y B LA D E IN ANY WAY TO SUR AXY INSTALLATION. A AEI fi ,It A. T! FLORIDA BUILDING CODE Non HI9n Velocity Hurricane Zone, t '••C ✓ 02017 TIUECO.INC. ®2017 EASTERN METAL SUPPLY,INC. �,,� ti\ SF •. BERTHA HVIIA A.S.S.iQt. Accordion Shutter System fTMECr Q Nc. KV MADE#1 W/OR W/o N.V. 451EDO'N RIAM s �yAmerican Shutter Systems ltv.No OtSCRIPIION DATE DRAMRn LC. j �@ ` TICCIT TESTING k ENGINEERING COMPANY Association, Inc. I OLD 15-085 7f27 1 DATE: 07/27/17 ORtOQ`:'�4++�� s N.w,acn St"87•.:53.ciaO.,GrROOd.(305)6 FLCR1-1$3 331614268 Westroods Drive T �^ -�.�� Pnnnc,(3os)D71-m3o.rox:(3os)871-1831 DRAWING No S�Q AI. �r?Ittl ­-1,wtal"0601,enn West Palen Beach, FL 33407 3 EB-086 1 7-107 2 "'r,",iiNAM✓' WALTER A.TILUT Jr.P.E. 4 FLORIDA tic.If 441$7 S SHEET P.E. SEAL/SIGNATURE/DATE e 6 OF 20 POURED CONCRETE ANCHORS WR SUWTA= ♦ £ , WL srPARm6N CONCRETE �-(SEE SCHEDULE ON SHEET 13) to 0'a(GEE £ 1 OR EXISTING i t TO o£Ass ' 1 \ i rem W i'K$EE SCNIWIE ON REQUIRED £ -.- •-+££ OAND CIASS---I 9QLT 11 �._ .... EDGE OF kn. S4LT ' IP ro£aAss I E.D,• APPU E%IS N.A[lSNB 1 i"'Is[[sCxCO£AE 9 ALrexNAIE EMSnNG I I FE 0, 'I / ( LOCATION i i I GLiSS £ f r j10x3f4`HEX WASHER HEAD }i t1'OR GR 15 3/s 1 Wv_ TEK SCREWS O 12`O.C. I '' F GE OF CONCRETE ANCHORS $ �, LAB IF 1 @)- (SEE SCHEDULE ON SHEET 13) EDI oq' APPLICABLE ISRNC • I= i' i