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HomeMy WebLinkAboutProduct Approval i RECEIV-H JUN122 nig FILE COP a 7. b � li ♦ � $ s Uc`( tof SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS SiteMapLinks Search Susi es lrtlfas$I , Produ Approval t V L. USER:Pa iic User Regulation ESSMMMM M Product A roval ht u>Product or Application Search>Application List>Application Detail FL# Application Type Revision Code Version I 2014 Application Sta usApproved i Comments Archived Product Manufa urer American Shutter Systems Association,Inc. Address/Phone Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetaLcom Authorized Sigr ature Bill Feeley Irodriguez@easternmetaLcom Technical Repri((sentative Address/Phone,'Email Quality Assura ce Representative Address/Phone,'Email Category Shutters Subcategory Accordion I Compliance Me hod Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f7l Evluation Report-Hardcopy Received Florida Engine r or Architect Name who developed Walter;A..Tillit,Jr.P.E. the Evaluation jteport Florida License PE-443.67 Quality Assura ice Entity National Accreditation and Management Institute Quality Assura ice Contract Expiration Date 12/3102017 Validated By John yV.Knezevich,PE C VaI lidation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pddf 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 i Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FC Approval 05/07/2015 Date Approved 06/22/2015 Summary,of Products FL# I Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved fouse in HVHZ:No FL389 RS 11 A,S.S.A. INC. DRW 2-.�5-OQ6.ngff Approved fo use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact ResiLGnt:Yes Created by Independent Third Party:Yes Design Pres'ure:N/A Evaluation Reports Other:Large 7issile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A,S.S.A.INC. P,E.R. DRWG.15-086,I)df positive ASD Iad and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade /o window blade,5-2"for 110 psf ASD load o W /' for HV3 blade window blade and -11"for 62 psf,9'-6" HV3 for 55 psf HV3 blade w/window blade working in unison.Max.sp,n 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 of er spans and ASD pressures. _f�3892 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I Only-(Non-HVHZ)-Drwg 15-065 (top and bottom)for storm protection Limits of Usel Installation Instructions Approved four use in HVHZ:No FL389 R8 11 AZ.&A,INC. DRWG.15-085.Qdf Approved fo use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Presi;ure.N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S,A.INC. P.E.R. DRWQ. 15_085 HV.prif p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod co figuration for the HVI blade,W-0"for+64, -72 p.s.f,load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f for metals stud mountings and 8'-0"for 110 p.s.f.for HV13nd HV1A working in unison.See sheets 7, ft and 20 respec Jvely of installation drawings for other spans: and pressures[ 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks I I COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved f*use in HVHZ.No FL389 RS 11 A.S.S,A.INC. DRWG.15-084.od Approved fr use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resint:Yes Created by Independent Third Patty:Yes Design P __N/A Evaluation Reports Other.La - u!sile.Max. 16'-0'span at 30 p.s.f ASD load FL389 R8 AE A.S.$,A.INC. P.E.R. DRWG.15-084,Pdf ';g is for Blade 1.aR ml.W-0"for Blade 2.See schedules on sheet! Created by Independent Third Party:Yes 12,25 and 2�respectively Back Next Contact us::1940 North Monroe StMet,Tallahassee FL 32399 Phone:850-487-1824 Th StateFlorida is an AA/EEO employer.Copyright 2OD7.2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida w, "it 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 mall ;d , In a tothis entity Instead,contact the office by phone or by traditional mail.,if you have any questions,please contact 850.487.1395.-pursuantto Section 455.275 (1),Florida Statut 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 th Department with an emah address which can be made available to the public.To determine if you am a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ffil M GENERAL NOTES: 1.BERDiA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E,D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE p C• DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL L OF CONTENTS BEINSTALLED WITH A DIRECTIONALNY FACTOR Kd=-0.85.USING ASCE 7-10 AND SHALT.NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA' HV BLADES CD k BY MULTIPLYING THEN B1'0.6 IN ORDER TO COMPARE THESE W/MAIL (ESLD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 9 INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS RK 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 VERRED 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 -EN BLADE Q 10214.01-03,10715.01-03.#1004.01-05,01214.01-05,#0317.02-06•#0609.01-10 AND#0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA.2: FIV RLApr n AND HV YANDOw BLADE AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE !WHERE APPUCABW -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 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 S INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.EN BLADED AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275'AND`74.1.75•RESPECTIVELY, 410-HT MINIMUM SERIES COQTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 k.1 TENSILE STRENGMH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEMA AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE tN MARKING ON THEIR HEAD. ENO 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-T6 ALLOY IS 30.0 Ii AND 35.7 lisi FOR MAXIMUM SPAN TABLES SHEEP 11 6005-T5 ALLOY. 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 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 1¢L 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 304 OR 316 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:FIV BLADED: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 tN BLADE D&® WORKING IN UNISON: 12. 13& 15 END CONNECTION DETAIS 7-12 &X.WOOD SHEET 18 8.THIS SERMHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#8'779582 COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S.PATENT#5'450.179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3• HV WINDOW BLADE ifA ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATFACHED TD 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 HD AREA 4• HV WINDOW B (J-)LADE �ONLY CFNTERMATFS AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE.LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 2D PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.ED., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P-ED.ENGINEER OF RECORD,ACING AS A DELEGATED ENGINEER TO THE P.F.D.ENGINEER SHALL.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL.P.E.D. SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone R A r/ AiY7ji 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM 0. fT L E C O s w,. A,S■S■A■ Accordion Shutter System `,�r• R '� KV.eLaoE#1 w/OR w/o H.v.vnNDav MADE �///y�, American Shutter Systems DESCRPDL. ON DATE DRAWN BY: M. '���.,� TILLIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 OF 6737 N.W.36N.SL.S1 703.VUMNIA(NMENNS.FlaRtaA 331 j,�^ PLrone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No S'•., �( a-man:Wt..0.L.- West Palm Beach, FL 33407 s z /0NAL ENf'� ``��1WALTERA,0066r7r18r PE . 15=085 "hp t LLLN FLORIDA Uc.®44167 7 SHEET P.E. SEAL�S��}S/�TURE/DATE 6 1 OF 20 . .�•' 7Y FOR rw6rnr mAn6® ass' VARIES 1.918' 11 2001 • o Mox. m 4?�' � �r 0.454• � of '� � u n 4.371' • 4.385• 7• 4.999' a ��• .375• 5 9 80° TE 1O�lY SOLID BLADE 3OHV UNIVERSAL FLOATER COVER 5458179 QUALIFIED FOR USE W/ HV BLADE 10 ®HV DIRECT MOUNT HV BLADE 1 1® HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W 6063-Tfi ALLOY AND TEMPER .37 -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ALLOY A TEMPER 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 0&5• 70• 2.670' 6 1.000" 3.556• ' ( ) .994• .670• 2.226' �" 72 N 842 4.997' N o b15' 2.092• i o �O�IP. o 7 HV ADJ. ADAPTER W/UP_ 4'`'S6• 'z• � 1,375" ^0.072' _ 0.072'" QUALIFIED FOR USE' HV WALK-OVER TRACK .ego O (9)HV TRENCH TRACK .3.750- 6 .750• ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE(1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W 6063-T6 ALLOY AND TEMPER BLADE 0 ONLY. (�1 HV RAINGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER1. BLADE,IJ VARIES 1915• mo 1.936" VARIES 1936' 6063-T6 ALLOY AND TEMPER Max. 2 Max 1.917• mm 112 .083• .093• • Y 083• 83' .093' .1y5• .100' o .060' .093• .093.6 1, 060' .0�. o n 670 �i 114, e m�,p. 670 1.686• P' 670 520' 3.529•• 670 �,p• 3.520' 11 HV CEILING HEADER 1® HV HEAD/ERAILL 13 HD CEILING HEADER/SILL Q LIFIED FOR USE W/ HV BLADE 1 ONLY• QUALIFIED0633RT6SAL OY AND TEAMPPEPONLY QUALIFIED FOR USE W/ HV BLADE 1O 14 ,HD WALL HEADER/SILL SEE SECTIONS FOR VALID tt_ SEE SECTIONS FOR VALIDITY. UALIFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1 COMPONENT A B T1 TZ X Yt XMNYA01t 2' 2' 0.125" 1' 1 1• .062 Q 2' 5'MAX. 1/8' 1/8• 3" 3' 0.090" 18 2' 5'MAX 0.192' 0.192' 16 SIDE ANGLES ©0 CORNER POSTS ALUMINUM ANGLES 19 z.s• 7'MAX. 0.190' D.lso QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 01 QUALIFIED F0�USE W/ HV BLADE Ot 6063-76 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' 5'MAX. 0.139• OA31' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(bon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. �t1t TIS BERTHA HVTM P�•' \�,ENS�c' - A S S v Accordion Shutter System L E C 0 i to c. A■ ■ ■ ■ H MADE#1 w/at w/o H v.WtNDD1v MADE *c American Shutter Systems IEV.NO DESCI6PnON DATE DRAWN BY: M.L TILLIT TESTING do ENGINEERING COMPANY / / / *i `C Assoclatlon, Ine. 1 OLD tt-tsz Nt3 is oAlE: a 13 is STAB OF :•W` 63SS N.W.36N.St.fife.705.YIR4INW GARDENS,n�3316 Phone:(305)871-1530.F.:(30.5)871-1531 4268 Westroads Drive z DRAWING No fLOPt� '\���`� ­61:4tteco®aal.wm West Palm Beach, FL 33407 3 EB-0006719 4 rJ-085 OAC'•., G' .. WALTER A.TILUT Jr.P.E.FLORIDA U..B 44167 5 SHEET P.E. /&dGtA+9`�RE/DATE 6 2 OF 20 4.660. 929- 45' 1/4-20 IE CAST 2.29 .745' TGEZ G ENAMEL S.U.S. HAYED FAINTED THREADED -vie ONST MUSM EANAEL�D.. RAKED PAIWRTED Os .062" 1.325` .318 BRAS$camom WIASIS Cru &KEYs(OMME (OARWE PLATED) 21 HV C-ENTERMATE OU FO USE W/ HVB (9 ONLY HY FLOATING C 6. BY LOCK 14-V EGRESS LOCK 6063- D TEMPER ED FOR USE W/ W BLADE I I ONLY FIED FOR W/ HV QUALIFIED FOR USE W1 W 2( j HV CORNER BLADE 1 & ONLY. BLADET& @ ONLY. CENTERMATE 0 AURED FOR USE W/ HV BLADED 250,O'D* 518, 2.874' 606TEMPER PLASTIC HEAD 1.756' 922' f1 r 4.045' 2SCREW 6 60'AFTER RIVETING .8-06 1/4 -20 x 3/4 BEFORE RIVETING S.S. THUMBSCREW 11-4-0-20..RIVNUT* _T *SERIES 9444&WNUM(2024-T3 ALLOY)LARGE PAIGE THIN SHEET NUrSM.PART'f 0920.AS UMUFIV,U O BY AVDEL PLAN FRONT ELEVATION 0 HV—MALE "T" LOCK CENJgRMAT 4.566" CHERRY MITOW PARSIPPENY,NEW 4EF-SU 07054 OR EQUAL EJ LOCKER FOR 71" LOCK C NTERMATE ouAum FOR USE W 8 LADE H—V -T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE 6053-T6 ALLOY OY/A W R(I)ONLY HV FEMALE LOCK CE TERMATE E W/ W BLADEOONLY QUALIFIED FOR USE Vill W BLADE ONLY QUALIFIED FOR USE QUALIFIED FO USE W1 HV 5063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEP W/W BLADE(D ONLY. BLADE( ONLY. .0 63 2 2.00 \-THUMBTURN .432 10 CYLINDER OR .214" KEY CYLINDER 0.875'W. HD CENTERMATE W1 NO LOCKING ROD AW 9. 1 .125'Max. Q CENTERMATE )0 QUALIFIED FOR USE W/ IN BLADE(D& (A) QUALIFIED FOR USE W/ HV BLADE(1)&UA 6063-16 ALLOY AND TEMPER # HU-CENTERMA—TE'S INSERT .0, VARIES. 12'MIN. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(D& 0 ;�QO-WS.GcRZ�8'0-t6 I ), 6063-T6 ALLOY AND TEMPER (SEE DEMILS) *1/2- YUMRN DO OR KEY *15' CYLINDER U� LOCKING RODA QUALIFIED FOR USE W W BLADE(D 375'0 1/4-0 HD LOCK 6(363-T6 ALLOY AND TEMPER HV 31&'0=16 ACETAL By RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 5 INSTALLATION WILL REQUIRE A 7/16' HOLE THUM SCREWS QUALIFIED FOR USE W/HV BLADE OL 90. 1 E@ QUALIFIED FOR USE W/ HV BLADE .VILLED AT TRACKS FOR PROPER EMBEDMENT QU?bREQ_FQR%%%)V! (D FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone♦AAA ] 0-v'I\. I"LIP 0 2015 INC. ........... EASTERN METAL SUPPLY. BERTHA HVTMI 11LIECa11111CAccordion Shutter System . A.S.S.A. H.V.BADE#1 W/OR W/O H.Y.WN)OW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems MY.R DES""ON DATE DRAWN By- ALL Association, Ina. I OLD 11-192 4/13/15 DATE, 4/13/15 D355 N.W.30th. 3D:L mcm woeis,nsmaA 33iot Phone:(30.5)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 -DRAWING No West Palm Beach, FL 33407 -3 —085 11111111101% WALTER X TUff Jr.P.E. 4 15 FLORIDA Uc.#44167 S SHEET E. S SIGNATURE/DATE 1 1 6 3 OF 24 SHUTTER ASSEMBLY SCHEDULE FOR HV (1-A HV 12"MIN. CE (D 41 HV BLADE I I TO BLADE P t 8625, " ---- HV BLADE 1A fH4V WIN 60 W BLADE '0625, .0625' 4- HV LONG RECESSED NYLON BUSHING 8LADE*S -0 OPEUN 875 y KNUCKLE .0625 r- (TYP) 0.0625* 14V—NYLON HAT WASHER ©OR W�0 FLAT PORI10N RI 7 41 NV WHEEL CARRIAGE AISI 302-303 SERIES HV SHORT RECESSED NYLON BUSHING 3 4 Al 50 0.870"x3/16'THICK NYLON WHEEL vr/ 2 7/9-MIN KIN V WDOW 0.188"0 ASI 302 SERIES S.S. RIVETS3 e15'0 CLEM SEPARATION 03. BETWEEN .0625" 3.7500 HV 1 3/4-ACCORDION PIN W1 #B HEAD EXTERIOR OPEBLADGS E .0626" NIN @ HV 2 3/4-ACCORDION PIN W1 #8 HEAD ON C1 3500' 41 4 /4 POLYCARBONATE IMPACT RESISTANT HV WINDOW B CLEAR EYWEEN TYPICAL. HV WINDOW BLADE. AND I (D OR POLYCARBONATE HV WINDOW DETAIL /-@ a. N.T.S. LUOTF07 INREEME (DOR POLYCARPONAJE IMPACT RFS Iyeff By WINDOW BAYER MAKROLON 3103 POLYCARBONATE ED GRADE OR SABIC EQUIREMENTS AT RESINS, UV-STABILIZED wINNOVATIVE PLASTIC LEXAN 103 RESIN 1 1 (D OR (g (SEE NOTE -F- ON SHEET W). 11M c4 (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTE .wo R J ,E BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV @ OR POLYCARBONATE SOURCE S FOR 44 HV(g)BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR APf`UQAMF RESU N.T.S. JYW_AjL PROPERTIES STRICARD 0001 HIV PIN (9 MAY BE NV PIN R AT REty Etre ie (2) USED IN LIEU OF 0 AND ONLY AT @ DEXTRIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D 00.324' BLADE'S KNUCKLE arm= BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 3 (SEE NOTE *FOR SPEC0C CW44TY AMI am aw Ibf.- am%,'W REQUIREMENTS) TExSIUE rw Sn"M ASIR D= '9'400 P.J. WIN P..' (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLEXURAL SIRID.Ri Al Y1119 AM UM 2�-.1. 3.400 I`� SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, FUDaJU MC=LS ASM M 30,000 P. 3-5.000 P..J. SHEET 5 �> NOTCHED I= ASTM 0256 18 Fr-Ib! 17 FT-,' SWOM DENSITY ASTM D230 41.2% 04.5 X MAX ASSEMBLY LAYOUT RATE OF BURNING AMU Dass C-1 sassC-1 CLASS SELF'"WTIM AMU 01929 IMT riFA7lE]IIi ASTM 0155 Te"Suz MraS,TH gm wow awl ASN M 9=V-L sw Ps M HV BLADE SOLID & HV WINDOW BLADE DETAILS TX=SIRESS IRTORE WFAIX�I ASM 6M aw p.j. aw p.L N.T.S. FLORIDA BUILD] CODE(Mon High Velocity Hurricane Zone: (9)2015 EASTERN METAL SUPPLY.INC. BERTHA H—VTm —rl—L--rE—C 0 1 N c. Accordion Shutter System A.S.S.A.American Shutter Sems RV.MADE#1 W1 OR W/O KV.WNDOVV BLADE yst I T TESTING & ENGINEERING COMPANY ?CV.N, DESCRIMOR DATE DRAWN BY. M.L. 6355 KW-36UL SL-St -VS,MORIA CARMM fILOWA 3315f Association, Inc 1 OLD 11-192 EI3/,5 DATE. 4/13/15 (305)1571-1530.Fix (305)871-1531 4268 Westroods Drive ' 2 —.1 West Palm Beach, FL33407 -3 DRAWING No "ZoAAL WALLTE -MOU7r19rP.E.P 4 15-085 P. URE D FORIDA Lc.#44167 5 SHEET I a 4 OF 20 ®•�a ©+f®,r-���^� © T S 0 OC S AND S: A D c a ®' M N s r u ®^LJ ® t � ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR W /2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSfALL6TIONSIT ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR 94 CENTERMATES W/(2) 1/4'0-2 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ®� 2. N il:l DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16„ LOCKS OR�§ MAY E USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR O SHALL BE AS INDI ON NOTE(1) ABOVE LO ON OF LOCKS S- BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Nve 3. • LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSRION, BUT MAY ° 4 9aN(O a6®� 41® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKIN RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATDRY CONDMON i2: ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATIS FOR ANY SPAN a AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHW.L BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP h 80 OM SHALL BE USED. LOCATION OF LOCK SWILL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. e� MAXIMUM SHUTTER SPAN SHAD_BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 1.2 �Z5 5. FI&ff AL70MTE TO DITION III VALID ON •ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND O Sg= �&2 � INST TIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LACK.ATTACHMENT 9Bx3� £ v OF 1/4'0-20x3/4'S.S.THUMBSCREW TO©OR®CENTERMATES SHALT.BE MADE W/ 1/4'0-20x3/4'ALUM. / Bt�Mi� Hvo � � RNNUT AS SHOWN ON SECTION WE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 N rJ y. vmg ; LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANUkTDRY CONDITION J3 FOR KEYSTONE MOtkMNG INCTALATIDNS. ONE HV LOCK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®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. SEE.END MS. 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 F E N I J x L Y P O R V W x SHEETS 10 k 1 8 IT FULL ++ *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER t. SECOND ALTEF44M TO CONDIDON j!® B _ CAND CENTERMATES 9b AWL ENTERMATE I �+' nON AST ANY ELEVATIONATE W-r N CALTERNAATTE LOCK IBE USED AS ANL INSIDKS E OR O TSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER U,AS SHOWN ON SECTION ENG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' ©aO7 a©°q©+Oa�oa MAXIMUM ABOVUT OR E D4oBELOWI MIDSPAN. USEOFTWO'Ox LOCKING DS®TOP AND 8�RiVNLrr.LOCK MAY BE INSTALLED BOTOM IS MANDT MIDSPAN OR ATORY. 12' t s+�s«1©+® *NOTES 0 D LOCI S Ec CET ES: � i_ : ONE ALTERNATE HD LOCK(D MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION_ HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE Ho LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK®TO®IS W/3 a8 x 3/8'F.H.S.S.MS..AND INCLUDES N.T.S. REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB—HVB AND HDC—HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 10 MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LACKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High—Velocity Hurricane one �•`��Fi A. TlZ��'��.,,�� 2015 EASTERN METAL SUPPLY, INC. T� BERTHA H 7 TM Accordion Shutter System A ■ ■ FEV.aADE#1 W/OR W/0 KV. W1NDM 1 American Shutter Systems DESCRIPTION DATE DRAWN BY: M.L. 'fl= STATE OF TILUT TESTING & ENGINEERING COMPANY ASSoclatlon, Inc. 1 OLD I1-192 4/13/15 DATE: 4/13/15 :•�� 6355 N.W.36M.SL,Ste.305.VWLRllA GkIMMS.FLOP"331 • PI,we:(305)871_1530.Fm:(30.5)871-1531 4268 Westroads Drive z DRAWINGA20 RI e_ 1:LTtecoca .c°m West Palm Beach, FL 33407 3 ONALE�C.�` WALTER 0. LL81Jr.P.E. < 1 5— '�r!r YID` FLORIDA Ue.®"167 5 SHEET P.E. SgelftlGtB}�1URE/DATE 6 5 ONIR ANCHORS POURED CONCRETE POUREDF-C OR CONCRETE BLOCK (SEE,SCHEDULE ON REQUIRED 1/40-20x3/4'S.S. POURED CONCRETE SHEET' 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED REOUTAED (SEE SCHEDULE ON W/1/4-20 CONCRETE ANCHORS 17 18 FOR_(SEE MOUNnNG®ON SHEET 7) SHEET 13) *UISD.C. (SEE SCHEDULE ON SHEEP 13) 1. 12 DR 14 Min. 1/4"0-20x3/4'S.S. ---EQ- EQ MACHINE SCREWS USINC1/4"-20 NUTS1/ - - 0 12'O.C.E.D.* 2. .250'Mox. -- - ,3 aR -_--D.#DE.D i i •D iPTIONAL I I i I �PTIONAL 1G GLASS(SEE w y1 1 I SCHEOU ON E)aSTINGr MIN.SEPARATION TO GLA1i FOR ➢mAtU 1 OR ®♦ i GA55 (SEE SCHEDULE ON SHEEP EXISTING i aHY2DSV.Q; 1 1 1 MIN.SEPARATION TO GLASS I I 1 I 'I"(SEE SCHEDULE ON SHEET 11) IXISTING I HV WALL HEADER INSTALLATION A j{y WA FDE LLA i0 BO HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION O GLASS EXISTING i 1`—"-(SEE SCHEDULE ONTSHEET 111) i -0 E)QSIING I 1 cLA55-� TO�(S I I 1 OR ®• —(SEE SEPARATION TO GLASS 'I I 1 GLASS� H_1SCHEDULE �BE EDNT i l I I (SEE SCHEDULE ON SHEET 11) nn m ii ii i ON SIBRf 199 2 IXISIING I OPTIONAL D ADTS D. LLppy�yL I � [{ � GLASS—+ .D.•___ I H I I I I 1 4' SII 'Ili i i i 1/4'Max. - - 13 OR 15 OPTIONAL .I F . D. E�74Q EO / ----- 1 13 oR 1 1. 1 2 ORI 4 -- 1/4'0-20x3/4'S.S. Mia EQ E PHILLIPS TRUSS HEAD CONCRETE ANCHORS SS H x3/4"S.S SCREWS MACHINE SCREWS USING TRUSS HEAD MACHINE SCREWS /j ,7 R 18 1/4'-20 NUTS 0 12.O.C. -(SEE SCHEDULE ON W/1/4"-20 NUTS 0 12"O.C. ONCRETE ANCHORS L/ t• (SEE SCHEDULE ON SHEET 13) M'n- ORCONCRETEBLOCK SHEET 13) POURED CONCRETE REQUIRED �r� OR CONCRETE REQUIRED HV SHEET 14 ANCHORS OF HV WALL SILL INSTALLATION QD HV W SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION_ NQJE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER y E D.-EDGE DISTANCE ♦ SEE UMRATIONS OF USE FOR 10 HV BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE 1�ON SHEEP 19 2-MOUNTING SECnONS CAN BE COMBINED IN ANY NAY TO SUR ANY INSTALLATION. L711111111 FLORIDA BUILDING CODE(Non high Velocity Hurricane one ©2015 EASTERN METAL SUPPLY, INC. BERTHA H 7 TM AS A Accordion Shutter System 11P.E. 1LE C O N C. . . . • FEV.BADE/�, W/O2 W/0 FLY.NANDON MAW�� (� American Shutter Systems E1• DESCRITRN]N DATE DRAWN BY: M.L S A F :�Qa T1WT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 x/13/15 on1E 4/13/t5 6JS5 N.M.36th.St,Stu 305,wasuA GARDENS,FLORCA 331D 426E Westroods Drive zPhone:(305)871-1530.Fax:(305)871-1531 DRAWING NOI,t,1..••,.•\G� � e-mLaaae79West Palm Beach, FL 3340715-085��/// ONA'LE"_o` WALTER A.71LUT Jr.P.E. 5 SHEET SEALI9t�NATURE/DATE FLORIDA uo.@ aaltn 6 6 OF 20 POURED CONCRETE ANCHORSt---•— i—' CONCRETE (SEE SCHEDULE ON SHEET 13) To¢..%(� + 2 OR ®� E),STINC i i ro p� T REWIRED SD1Fn4£ON Sf4T �(;�SOMMU c ON SLABIEDGAF Ito sx e, roves GLASS----i ww.smwmron Sim 11) D. APPUWUE EX15TINcGIASSIuoEs(Da�T a r•-(a c �. i 9 � � I a sa:•r 1q M, R i ALTERNATE i i i i i i i p{ISRNG /i i i i t i LOCATION I I I R #IOx3/4•HEX WASHER HEAD cLAs i + i t 9R 2 OR 2 S c i 3/8 NRR. TEK SCREWS 0 12'O.C. I EDGE OF 3/a u $CONCRETE ANCHORS SLAB if 7 (SEE SCHEDULE ON SHEET 13) E APPLICABLE TJIISTING I R I ,+ ell, EDGEE fOF �SLABC�EDGEIFLE , + 1/2 SmU�A of APPUCABLEO i ! APPLICABLE PO(FRm POURED FLAT HEAP CONCRETE ANCHORS taFmqu ,yy"��� POUR7]) CONCRETE 0' CONCR (SEE SCHEDULE ON SHEET 14) R CH se>r,'79 FUR 2 OR V„j` REQUIRED 0. D. REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION D ONLY FOR UP TO+70, -75 PSF A.S.D. ® HV FLOOR INSTALLATION t Q NV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER CJG V CEILING INSTALLATiON SCHEDULE#3, SHEET t2 E>aSRNG �.sF�ARA,aR, i �rTO—5 x (SEE S TE SCHEDULE 0ANCHORS (-SAS_ To Raise 01 (SEF SCHET)ULE oN t SHEET 15) tl4"0 T .aXT aRtti7 f0 1 t I EXISTING Y EXISTING—I EXISTING T-,___, T¢se�.oGY OR 1 40 FOUIIs GLASS—' M GLASS "^�4°""A"0H ro awA CLA55-� / I tf4' I —Q FAS,ENER5 TN'RR4 KCHORS W/ MA7. +R I i ww. SO. ro 1 3/4'AM E7NEDIMU 0$- 0 I (sm m to RN R,} + O.0 FOR UP TO 8'-0's'RN AID 7 R i 4•aC.FOR SPANS LARCR APPLY R.1 LR B'-O•UP TO a'-O'NAX.PLY i ri i i 2 SEALANT AT Ett7i!FA:TFNR tFAD 4 i Ml7i (TIP.) E NOTE N ON SIM 11 1/2' + u 3 OR 2 j 0.4' min �10X3f4'HED( E, • �UWRTXM 3/e' MAX. WASHER1TEK SCREWS+14x3/4' HEX READ j 7 60 12"O.C. 8 ii TIX SCREWS 0 9'D.C.OR 1 4'm-20 S,S,M.S. e - - ---- i +' "._ rNC 1I/r 20 NUTS / i CONCRETE ANCHORS 4.3/4"S.D.S. 1 ,t•0 NUT0 9.O.C. i (SEE SCHEUIE ON n 1 9'O.C. I __ _, , MOx,- 1 •-' • •','•,3 0 t2'O.C. I SHEET]4) n ,. '';- ' _ ..... •'�• DGSIWG NON STRUCNRAL __•.'_ + EDGE OF 7 1 f2' I @.R@ ..i ';-y•2.00 D. ! WALL TRIM(DECORATIVE SIR i SLAB IF ):74x3/4'F.H.S.D.S. .AlLN: SILL) 7 7, t 7/a APPucamE 0 9.O.c. POURED CONTE CONCRETE ANCHORS SEE NOTE 13(b) d N REOUPim 0 POURED CONCREFE {SFS SCHEDULE EE ON SHEET t POURN SHEET 53(b) _ D. OR CONCRETE BLOCK SHEET 14j ED CONCRETE O REQUIRED OR CONCRETE BLOCK . •• • �. + REWIRED oPDONAL POURED � Q KEYSTONE MOUNTING INSTALLATION CONCRETE HV WALL FLOOR INSTALLATION © HV W�LL WALK—OVER INSTALLATION +M asD.DESIGN PRESSLW .64.-72 Pyr REQu1Rm MAXIM s1ArTTR SPAN I 0 (1J HV INGUA D INSIALlATION t 2 NOM TOR COMBINATION OF U-09NS: INSTALLATIONIS E.D.-EDGE DISTANCE t REMOVABLE WHEN PERFORMED I—SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET t3) ORE� OPERABLE EXIT gLA,, �A ONNSHEET 19 FOR CE ASSEMBLY 2-MOUNTING SECINSTALLATION DETAILS W/ 1) HV BLADE SECTIONS CAN BE COMBINED .___._..____ IN ANY WAY To SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Tian High Velocity Hurricane Zone 0 2Dts EASTERN METAL SUPPLY,INC. BERTHA HVTm " �EC �r�c• As ',, .A,� Accordion Shutter System RV. MADE#i W/OR W/0 RV WINDOW aADE A:• �r /i f W'*' American Shutter SystemsTEV IR DES�aPTGN DATE DRAWN BY_: M a'• STATE OF ;�yy 11 TESTING & ENGINEERING COMPANY Association Inc. 1 8555 N.W.36A SL.St,.3G3.NRG MA cAxDF75,FLORIDA 33,8 OLD 11-192 4/13/15 DA 4/13/15 $ Pbcrro:(305)871-1530.FOx:(3W)a71-1531 4268 Westroads Drive z ,!`•.;•L V L51� �� a .I:tmtecaOGOI.+:om OF2AW3NG NO r EB- 6719 West Palm Beach, FL 33407 3 jJJ��/Oi� -�`�Y�t WALTER A.WEER ar.P.� 4 SHEET a$rJ P.E. S 'f SI NATtURE/DATE FLORIDA u`.®44 67 6 E OF 20 SEE END WALL SEE NOTES ON LOOKING RODS(D,W LOOKS 'INSTALL AND ALTERNATE W L.COK(a ON sHeEr 5. F0_UT1 Sa DUSTING GLASS INSTALLATIONS W.,/ HV amE SLACK DETNL HVIF IS VAUD FOR AM BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH 13LADECD OR CONNECTION EXISTING GLASS DETAILS ON SH oo _4 —————————————————————C—————————————————————— 3 1/4- 7. 7" {60637T6 AUJOY)AUJiL OPPOSING ANGLE W/(2) Y410 TAPCON 1/2- ANCHORS 0 CONCRETE ©+® SYMMETRYCA ONS W HV I H V T CENTERMA ES T -N pp/BoTrOM)A CENTERMATES CENTERMATES MIN EPARAM (4)?,OXI/2 S. TO TUBE ft .3^'S.M.S.® 12, 1 S ON .SGLE.(TV) W/ HV LOCK War AT EACH MAN' O.C.FULL LENGHT. W/ HV LOC TO GLASS (SEE SCHEDULE ON SHEET 11) 5 F1 N N------------- -------- -----J&__o) --- -------- sa N"* 1 j j OUT HVA HVB HVQ POURED CONCRETE OR @-@-0 EXISTING CLASS CONCRETE BLOCK WALL N REOU ED G�SnNG�,@ SYMMETRICAL 6 F————— SS @ EXISTIN IN MIN.SEPARATION GLASS CENTERMATES (S TO GLASS UE 5 .@-@ Wj.HV LOCK OPTIONAL N SHEET 11) IN.11� (INTERIOR) 64-6.6-6.6 T C @ (3 S LE OFTTONAL S . S IN 0 H 11) (INWERIOR) _/-—-—-—Ak -—-—-—- LFOLIT CONCRETE ANCHORS-------- -5 0 VARIES 0- 1-' A— Fo-u-T] w (EXTERIOR} 1- 6 1/2"MM.SLACK HVQ F6_uT1 HVE HVF** FLORIDA BUILDING CODE(Non Ifig)i Velocity Hurricane Zone] 0 2015 EASTERN AlErAL SUPPLY.INC- BERTHA HVTm 110 Accordion Shutter System ECO ,Pjc. A.S.S.A. KV BIAX#1 W/OR W/O RV. W"W RAM American Shutter Systems E ?EV.fk DESCRIPTION DATE DRAWN . ILL. gTATTIWT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD-I-1-192 jnYL5 GATE: a/13/1s E OF 0355 N.W.36th.St�St�305,VRMM GARDDZS. Ph—:(X5)$71-1530�I-:(W5)871-1531 4268 Westroods Drive 2 West Palm Beach, FL 33407 3 DRAWING qNo 15— :1— 085 . ...... 0 WALTER A.TILUT1 P.E. 4 FLORM U.0 44167 5 SHEET p 6F4E DATE OFg2o ALTERNATE INSTALLATION W V "T" LOCK 0 V MALE FEMALE "T" LOCKS CENTERMATE 8 9 & LOCKERS W 1 HV BLADE SEE END CONNEGBON DETAIIS ON MEEM 1D t9 INSTALLATION n HV BLADE oUT I-N ��°�NG 6u+DE0stAcK GEAl HvF.warATm ON SHEET 6, W/ HD CENTERMATES AS WELL AS BTHIS L T.WA FLOATING-USEZ DnaE HOD-HVO. �[�g 6• 7«8 m 10• Naoicwn'o ON lxis sNEEr,WAY�usln vn1H Txs nLTERIu ¢K END WAL CONNEC'nDN E"i ws-raunOw DETAIL 4NG SFIOWN IN THIS SHEET. nEr�11S nN SHEETS/.,. auu.1/sa rAraN e/e- _ (ovnowAL) 4 (aPrwHAUTOOTTO-)E 1--_--------______________________________________ _--(4N+6:1/2'Os iuEe /to.a/a•sws c lz• I NO.G iIAJ.li7ltilf. (M1)H.V. (4)H.V. toATANCJE(1YP) 30 HV "T" I N vlNs(T'm-) s 7 3/4' PINS(rYP.)3 LOCK (INSIDE) t — -- — ----------- - — — --- — — -- ® 5 1 2 29 1 1 1 OUTr 31 aR 32 31 aR 3 31 oR©2 31 oR * 3 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* OUT (� ) HDC-HVC * (oPDOHu)HDB-HVB SEE NOTE 6 FOR HV LOCI(®. W/ 7/8"0 z 3/32" WINGNUT. * SYMMETRICAL HD CENTERMATES T LOCI(,ON SHEET 5. Q HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES W/ (�s LOCK (INTERIOR) W1 0! LOCK (EXTERIOR) t smis 5414 ALuww1D HVG* 2024-73 ALLOY)LARGE FLANGE TH N 6• 7 6 10 SKEET NUTSERT.PMT/0620. AS MANUFACTURED BY AVDEL CHUMTZ"PARSPPEW.NEW JERSEY ©`O`04©`O7 •®"' G7054 OR EQUAL -@.@-@-@-@-0- ---- a@.®y®.®m ----- ----- ----- 310 *sEE enr6s DN tmG,Nc'.,R.ao�s®e HG® Gas aH sun s /.� 1 #*IPYVERSN.ROAIPG MADE®OETNL HOD-11VD f5 �l WlID!OR Nl CWTEW W6 M+WATIO S WM E6ME Q HDD—HVD FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Q 2015 EWrMN METAL SUPPLY. INC. BERTHA HVTM A�Q,''��CENSF •.9=; A S S A Accordion Shutter System - = 1 L E C O N . FLK BLADE#1 W/CR W/0 KV.WINDOW BLADE American Shutter Systems .N DESCMPnaw DATE DRAWN ar: a.1 TATE OF ;2 TILLIT TESTING & ENGINEERING COMPANY Association. Inc. t OD) 11-192 4/13/15 DATE: 4/13/15 9' 6355 N.W.36th.SE,Ste 3D5.VGAGNIA GARDENS.FOREA 3316. ¢ Phone (305)871-1530.Fax (305)871-1531 4268 Westroads Drive 2 DRAWING No �o-� cnt '•"�c'�~ e ..I:-0006®GOI.rom West Palm Beach, FL 33407 s D WALTER ATiLUT Jr.P.E 5 SHEET 15-085 P.E. SAFI>L Iiu�ATURE/DATE Ofi°"u6.9 44187 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCR[TE OR POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE BLACK WALL REQUIRED CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL,REQUIRlD REQUIRED �IXISRNG GLASS ///��—""E%ISTING GLASS _ - 2'MIN IX'�NG GLASS CONCRETE ANCHOREXISTING GLASS I, 1 _ ® 16'O.C. r ( IAN Si�TION r— 2'MIN. I -7 TO MASS(SEF MIN.SEPARATION ( i Uhl.SFPAPAMON I MIN.SEPARATION SCHEDULE ON SHIES TO GLASS(SEE TO GLASS(SEE EQ ' EO TO CLASS(SEF 11 FOR 9ADE(DAND Sa1F�AE ON SHEET ' SCHEDULE ON SHEET SCHEDULE ON SLEET 1/16'x3'MAX. ON SkEYT 19 FOR 11 FOR IEADE©AND 11 FOR RAGE®AND 11 FOR BLADE(DAM (6063-T6)CONT. BABES(1) ® OFH SHEET 19 FOR 1/2' ON SHEET 19 FOR (LOCATE AT &aAlES SHEET 19 FOR ALUM. CLOSER I BLADES(D&0 '��" BLADES(D& EITHER SIDE I BLADES(D PLATE. (LOCATE 1/2 OF 5O) AT EITHER MIN \ INMR .(USE 1'OR 2'MAIC 1/2'MIN. _—_—_ ®10x1/2'S.M.S. I (AS CUP)ANGLE B"x0-2' ' 10x,/2'S.M.S. 016"O.C. ___—_ (6063-T6 ALLOY)AT MIDHEIGHr ® 16'O.C. / 4 (1) j1Oxi/2-S.M.S.TO®& 4 (2)1/4'0 TAPCONS ANCHORS TO WALL AT 1"O.C.(LOCATE AT SE DE C IL X FORJ EITHER SIDE OF®) I OR SFE DETAIL X FOR 1 OR @• TO TRACKSSEE DETAIL X FO 4 1 ORSIDE CONNECTION v •®v SIDE CONNECTIONm TO TRACKS m m 6 7-8 0•®v TO TRACKS16•®.,©.0-©.®- v 6.70'©"'©.O.®v ©-0.04©.0.0- ©.p.©m©.p.®m 8.0. ®•®m©•®mp•®m END CONNECTION DETAIL 03 SND CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL20 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- POURED CONCRETE OR p(511NG 4 �IXISTING GLASS CONCRETE BLOCK WALL GLASS 4 REQUIRED �1 1/2"S.M. ————— oAr+.SFsnnAna+ 'y------ TO GLASS(SFE ® 16' .C. MIN.SEPARATIONSCHEDJLE ON SHEET 1 _______ 6 OR®OR�OR TO GLASS(SEE ------------ ------- ---- 1 MACE QAND CONCRETE 1/2'MIN. SCHEDULE OH SHEET ON SHEET 19 FOR ANCHOR® 11 FOR BLADE(DAND 4 _---- __-_ - I OR OR 1 OR i BIAOES(D QA� i2'O.C. ON SHEET 19 FDR CONCRETE EO 5 BLADES Ode0 ----- - OR(p ANCHOR ® 16,O C 1/2'MIN. - 4 - DEQ 6 OR 2."MINL. 2"�N' •BSEE LADE(DONNSHEETS OFU19 FOR @OROOR(90R(30R@ VIEW 5 1 OR & PLAN DETAIL X 1 OR �' Om©Om® ,D ®m LLATION POURED CONCRETE OR ` ®v©`Om© 10•®' 1Dw®v®•�©•®v REQUIRED CONCRETE BLOCK WALL ®m®,�®•®v 6 7 6 7 •O•©m©•O•®m O.O•®m0.O•®^' 1 HV BLADE OR HV WINDOW BLADE INTO © ®`®°'®'�®'®°" CONCRETE OR CONCRETE BLOCK WALL. ®•®��•®m0•®m ®•®m®•®mom•® END CONNECTION DETAIL 50 BO ®�® ®m® ®m®® END CONNECTION DETAIL© FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC_ °P��.. rBEWTHA HVTM _ \GEN .�'„ Accordion Shutter System fTILFEC® 1 N c. A. ■ . . KV.BADE#1 W/CR W/O TLV.WINDOW BADE TILIJT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESORIPTION GATE DRAWN BY: M.L. STATE OF asss N.W.36N.s<.S".305,vRGM GAMMS.FIRMA 331 Association, Inc. 1 OLD ,1-19z a/13/1s DATE:- 4/13/15 9 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No e T�., ORl \\ e ik ulteoocols West Palm Beach, FL 33407 3 15-085 ri .�j�\. ®-0006719 4 '/*1,;V(S�•.....•�„` �` WALTER A TILLR Jr.P.E. /� ONAL ,\\�� FLORIDA Ue.1 44167 s SHEET P.E. �iil;4 1URE/DATE 6 10 OF 20 SCHEDULE 41 SCH ULE2 SHED F # MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR 'L-" (ft.) FOR R "L-" (ft.) INSTAL CATiONS INS1 i.-,7S'1-ATION I ECEND NOM: GE NERH.V. L, ® &o or or INSTALLATIONS W/ Y,, CONCRETE & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN D ONE H.V. LOCK or R Or or �: & & Wj ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING, Hp LOCK W/ NO LOCKING RODS or ONE HV LOCK or or L MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENT�EARMATES & Wj ONE HV '7" W/ NO LOCKING RODS�� OD OR Wj NO LOCKING WALL & S. C. D. E, M. N, 0, P. Q. A.S.D.DESIGN PRESSURE RATING. LOCK Vis' W/TWO LOCKING RODS® TOP & (SEE NOTES t,tt) MOUNTING F. K & L R. S, & V. BOTTOM SEE NOTES .tt (VAUD FOR MOUNTING It (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR ,r� CONCRETE&WOOD SHEET 7) FLOOR/CEILING G. H, 1, Il, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V MOUNTING MA,DESOUVU ihY111txi MAnWN CONCRETE & M As a.O �D•SURE AsRC IR Cx INSTALLATIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, WALL MOUNTING FLOOR/TING FIaGS,g1RE WALL MOUNtiNG fiRS41RD DETERMINE MAXIMUM SPAN •L+"FROM SCHEDULE. Gaal.) MOUNTING ROMN (N r. fi00ft/GE]LING YWNSING fP...c) FLOOR/CEILING MOUNTING (P•=c) OR GIVEN A NEGATIVE AS.D.DESIGN PRESSURE FATENG, _ I.OR-) {+OR-) FLOOR/WALL MO NO DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L4 {tt] L-{tQ L+ {tQ L-{ft) _L_+ fQ L-0) L+ (fO L-(fl) O MAXIMUM SHUTTER SPAN Y+"OR "L FOR 30 OR LES 16'-0' 16'-0' 16'-0' 16'-0' 30 16'-0' 16'-0' 30 16'•-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D.DESIGN PRESSURE RATING MINIMUM DETERMINED SPAN BETWEEN'L+`AND •L- _350' i4'-10' 15'-2' 3r75 14'-t0` 14'-i p" 35 15'-2' 16'-to` 40 13'-10' 13'-10" 14'-2' 15'-213'-10" 13'-10" 40 14'-Z' 15•-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4• 14'-3' f3•-I• 13'-1" 45 73'-4' 14'-3" 't' HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN 13ETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8 3'^7" 12'-5" 12'-5` 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 1� II'-1O" 11'-10' 55 11•-1" II'-11* SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 1P-4" 11'-4' 11'-7' 12'-4' 11'-4' 1t'-4" 60 10'-2• 10'-71' NOTE Q5, SHEET 5. RATING: 65 10-10 11'-11' 10'-10" 10'-10" 65 9'-5• ip'_I' DETERMINE:, 70 10'-fi' 10=6' 10'-9' 11'-5' 10'-6' 1p'-6" 70 8'-9" 9-4" L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+=MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 10'-1' 1p'-4' 11'-1 10'-1' 10'-t' 75 - 8•-9' 1'i'fJCCEPT THAT MAXIMUM aHUrfER SPAN 1+"OR INSTALLATIONS, $0 9'-10' 9'-10' 10'-0 10'-9' 9'-10' 9'-10` 'L--AND M,VDMUM A.&D.DESING PRESSURE RATING FOR 85 9'-6" 9'-6" 9'-9' 10'-5' 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 90 9'-3" 9•-3- 9'-5" i-0-i' 90 9'-3" 9'-3' SHALL BE LIMITED AS FOLLOWS: RATING: t- CONNECTIONS TO KEYSTONE MOUHTiNG DETERMINE. 95 9'-0" 8'-9' 9'-2' 9'-10' 95 9'-0" 8•-9' Lt-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 P. f. AND 8'-0' SPAN, SEE 100 $'-9;_ 8'-4- 9'-0" 9'-7' 100 8'-9• 8'-4' L2-= MAX, SPAN FOR F100R/CEILING MOUNTING MOUNTING&ON SHEET 7. INSTALLATIONS. 105 8'-7' T-11' 8'-9' 9'-4' 105 8'-7" T-tt' 110 W-4" 7'-7' 8'-7- 9'-2' 110 W-4" 7'-7' . FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' T-3' 8'-4' B'-11' 115 W-2" 7'-3' MINIMUM BETWEEN "1J+', "L2+", 'Li-'AND 12-' 120 8'-0' 6•-11• 8'-2- 6'-9• 120 8'-o- 6._11. SEPARATION TO GLASS SCHEDULE 125 __7'-10' 6'-8" 8'-0' 5'-5' 125 7'-10" 6'-8" (4)GO TO ANCHOR SCHEDULE W rH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5 7'-iD' 8•-T• 130 7'-B' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-7" 6'-2" T-9" 7'-9' 135 7'-7• W-2' WIND ZONE SPACING. too r-r 5'-11' r-, r-s• 140 7'-s' 5•-11` ASTM E-19$6 SEPARATION 145 7'-3' 7'-S" 7'-3• 145 7'-3• 5'-9" TO GLASS 150 7'-2" W-7" T-4" 7'-0' 150 7'-2' 5'-7- 155 7'-O' S'-5' 7'-2' S'-9' 155 .� Ti'IRU J� ,)„ 160 6'-11" W-2" 160 6'-11' 5'-2' 165 6'-10' 5'-1' 7'-0• 6'-4' 165 6'-10' W-1' 170 6'-9• 4'-11" 6'-I1' 6'-•2" 170 6'-9" 4'-11' 175 W-7- 4'-9- 6'-9 6'-•0- t7S W-7' 4'-9• 180 6'-6" 4'-6" W-6- 5'_10- - 18 6'-6• 4'-8- _1T H V B LA D E 1$5 6'-5" 4'-6' 6'-7" 5'-8' t855 4' 6'-5" —6" 190 W-4" 4'-5' 6'-6" 5'-6 190 W-4- 4'-5" 195 6'—r- 4'-3' 6'-5 5"-5' 195 W-3' 4'-3' 200 J 6'-2' 4'-2" 6'-4 5'-3' 200 6'-2" 4'-2" los s'-1 4'-1' s'-3 s'-1' 205 FLORIDA BUILDING CODE(Non High Velocity hurricane Zane Ng1N11iIN11/111// ©2015 EASTERN METAL SUPPLY,INC. rTLE �-_.�.� /� BERTHA HVTM ! C o .... A.S■S■A. Accordion Shutter System '_ FLY.BIJIDE#1 W/OR W/O H.V. WN'DOW RADE *a= TiLLI T TESTING & ENGINEERING COMPANY AR1e1'ICGfI Shutter Systems Ly_J& DESC„I"ON DOTE ORAWN BY I kQY L.G 6-155 N.W.36th.St..Ste.305,VUIG M GWOFNS,FUMVDA Ml Association, Inc. 1OLA 11-192 4-113 1$ DATE 4/13/15 No PI`_.,e:(305)671-1530.F-:(30s}67t-1631 4268 Westroods Drive 2 _ .­P:o:tilt..O.W.— West Palm Beach, FL 33407 3 -DRAWING INC No ~%r �� WALTER .ITLLUT1J,P.E 4 1�� E/DATE FLORA uc g 44167 5 SHEET of 6 11 OF 20 .r:./, a :" ;WMI610.111031Z . win pill •; 11Lei II ARRUM :1.RIP7c• al MI wa.o. .RIUMUNZ A:141111: •-. :al •: Q.\ II �D�mm�mm©D��m0�mm0�m®m�mF�.00m®D��m��m©m m�0�m®D�m� mmm000mo mmm000000 mm0movmn mmm000vo mmmvoomm 0000000® �®0mO 00 0®mmmmmm 0®mOOmmO m®mmOmOO m®m m"mm noonoo M mmmimoomanmmm00000mmm000vo�mm�m�m®�mmo��onnon000nn mmm000©ommmn mno®mm000vommmoomooammo "Mu""...Mm mmmonomo®m momnnommmonoommmmomova®mm000maoonono® m®mvoomiammm�oovmmmm000go MMmvaammmommoan000m®vv ®mmomm®ammmonommmmv0000ammoovoammmoon000n0000no ' mmmom®vommmmoomemmmomoommmmommao®mmoonvoor�0000©v ' mmmon000mmmomommaammonovnmmmoovaoammoo®eon nnommo ®®mmoomoom®m oomommmo�momm®movvoom®m00000monn�j�aE'm �mm�o©eom®moonoommm000vmmmmo©evommmonm000000""MM ®®®mgm000m®mvomvommmv000M®mMeMoo�mmommovononmomo ®mm ®000mmmoovooasmmmmm ammm �a ^mmmQmoonM®Fav®vo�mmm"Musmm000vvoMmom®000000m®®oo �mmo©�ov'r�m®��0000mmmon®oe�mo©vvvemmm00000momoMM"M �mmmmm000�®�v®oo�immmvogvAmmvovovommmvvov000m©0000 �mmmoa000m®mv®xoom®mo®000®®®000vom®®nvoo®�HWMMHE� mmmn000ammmn0000mmmomoaamm©oovoommnmvaoon � o ®mmmomaoammmomo�vo�mmom000aimm000voommm®©00000000mmo mmmmmovammmo 1 , 0MMMEN 0 m®mv©vvo�mmonoov mmeomOOO mm®v000O OO®D©MM �mmvoa000mmmaoavommmae�ooa�n00000a�mm00000nooa mmvo�ao"m®mvoaoemmm0000eMmoovoMMMMMMm000m © �iMM mmmvo�o�' �mmeveoe®mmoaaaommaov000mm0000aoono©meoo �mm�iio omo�m�000vommmvo000wmoo�i000wmooRMMMHommomoM= mm©ooaaommmaooaoaAmma0000�F�aOOaOOmm go= oo©ooaa 0 O ��mmiomoovo0mov00000®0000vo�m0000mo�m0000MM"" o�oo a�movomoom®ov0000�m0000v43EMMMMvonmmmoevo mmavooaomma0000aam000aoovvo��oJoo�m�ov0000noomoo � � , mmoaooaor�m000000mmooaaoommo a�� m®000000mm0000mom®000voo�0000avo�noovvoon�©o®Pon ®oo®m0000�ovoovooa�®oPa000��ov�0000vo 0000000®®©000 movv000amoaa00000000aoo aa0000amavvoovoom©ooeoo ®ovv0000Mum oomnaoMulov0000�oovovvo�ovooaiomoo9noom0000 ' �aoa0000aoa0000amooaoaoovoon0000v0000voaomomaaao mdoaoaoo mvoaoovo m000aaoo maov0000 moova000 oo®amaao •i, ; ; SAA)GMUM ANGHOR4 SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN WGUIVE PRESSURE RATING AND A DORREWMID MIXINIVID TYPE FOR CONCRETE OR CONOIN EAM IMILEMS (SEE MOUNnNS I-G.&N ON SHFEIS 6 B 7) I.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUTS•➢ am POIBIED CON.LREM (A) TO EXISTING POURED CONCRETE(Min.fc-3 ksi) E WALL SILL MOUNTING G CEILING MOUNTING H FLOOR MOUNTING - 1/4'0 TAPCCN OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(kin.fc=3 ksi) SPAN O O O ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Vc=3 ksi) (p) .OLRM NDWIVE Pf4.lSL1RE RKIM SA DEAM MWME PfffiM RATD6 DEM RM09K FRMM ROW - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENEItS DIRECT.INC.(Min.fc=2 k8L) 30 40 60 75 90 120 160 205 30140160 75 80 120 1601205130 40 6D 75 90 120 760 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 10 9 8 8 6 5.5['.4 12 10 9 8 8 8 B 14 72 9 8 8 6 6 THREADFORM TECHNOLOGY (Min.fc=3 ksi) 3�-0' 14 12 10 0 e 8 6 6 12 10 9 8 8 6 6 14 12 10 9 8 B 6 6 ALL POINTS SOLID-SET OR 14 12 10 9 8 8 6 6 12 10 9 8 8 6 8 14 12 10 9 8 B 6 5 NOTES: 14 ,2 70 B 8 9 6 7 12 10 9 B 8 6 8 t4 12 f0 9 e B 6 6 BLUE TAP W1 CAP 0.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TRIGON OR TRIGON WffN ADVANCED 7HRFJIDFOIRM TECHNOLOGY ANCHORS AND TAPPER+ 74 12 tD B 8 7 5.5 35 72 10. 9 8 e 8 6 14 12 t0 9 8 8 6 5 TAPPER' ANCHORS 6 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS 6 1 t/2'. 4•-0 14. 12 10 9 8 B 6 6 12 10 B 8 8 6 6 14 12 10 9 B 6 B SS 14 12 10 9 8 8 6 4 12 10 9 8 8 5 4S 14 12 10 9 8 8 4 3S A2)MINIMUM EMB DMENT OF 1/4'0 x 3/4"ALL POINTS SDUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO�EMBEDMEM 14 12 10 9 8 8 6 45 12 10 9 6 8 6 55 14 12 10 B e B 6 4.5 INN STUCCO SHALLTBE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DUST.AND 1♦ 12 10 s 7s ss 3s - 12 10 9 8 8 6 5 14 12 10 9 8 7 S.s 4 •5¢L gATlav6 USE F'DR 1'MINMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 12 10 9 8 8 6 55 14 12 10 9 8 8 6 45 BLADE ON 91FEr 19 5'-D" 14 12 10 9 1 7 4 - 14 12 10 B 8 65 5 3S 14 12 10 a 6.5 5 3.5 3 A. IN GSE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 12 10 8 8 75 45 - t4 a l0 9 8 6 b 45 14 12 10 9 e 6 4.5 375 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 8.517.5183 45 - - 14 72 10 9 a 75 ss 4 14 12 70 9 e 8 4s s5 NOTES At)&AL2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6•-0' 14 12 10 8 8 8 8 - 14 12 10 9 8 e 8 5 I4 12 IO 9 8 6.5 'S 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 7 - 14 12 f0 &5 7 55 4 3 14 12 6 6.5 5S 4 3 - 14 12 10 8 B e - - 14 12 10 9 e BS 5 75 14 12 10 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6.5 5S 3 - - 14 12 10 9 B 6S 45 3S 14 12 10 8 7 5 S.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDDL 14 12 10 8 B e - - 14 12 10 9 8 7 5 4 14 12 10 B 7S SS 4 3 - 1/4"0 x.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTOBUfED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0 14 12 10 tl 65 4 - - 14 12 9 7s 6 7 3.5 - 14 12 7 9 45 35 - _ - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 72 10 B.S 7 4 - 14 12 10 9 7S SS 4 - 14 12 9 7 ]S 4:5 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENETRS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORVM VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 11 7 5.5144 - - 14 12 10 9 7.5 55 4 - 14 12-8-17 B 4S 3 8•-0' 14 12 10 9 6 85 - - 14 12 10 9 8 6 4 - 14 12 1D a 65 5 35 - NOTES: IANCH14 12 TL5 7 5.5 3 - - 14 12 8 6.5 55 4 3 - 2S 85 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ ORS S 1 1/4'AND TAPCON f4 12 95 75 8 14 12 9.5 8 6S 5 - 14 12 8 6 65 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 8S 5 3.5 - - - 14 12 10 8 6.5 6 - - 14 12 8 6.5 5 4 - 9,-0. t4 12 10 9 8 - - 14 12 10 9 75 45 - - 14 12 eS 7 5.5 4 - - 8.2)MWIMUM EMBEDMENT'OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED KID THE CONCRETE BLOCK.NO 14 11.5 7.5 6 4 - T4 11 7 55 5 3.5 - - 11 a SS 45 35 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 85 4.5 - - to 12 8.5 7 5S 4 - 14 IO5 7 55 6 4.5 - DDST,AND 1'MINIMUM FOR WAIS WITH NO STUCCO_ 15 BS 55 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 45 35 - 10'-O' 14 12 IO 9 7.5 - - - 14 l2 10 8 6.5 5 - - 14 12 8 5 5 4 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISDNG WALL OR FLOOR, 14 105 7 5 3S - - - 13 92 65 5 : 3 - - l0 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON 14 11 7.5 55 .. - 14 11S -59. 5 5 4 - -O L5 6 5 4 4 NOTES ELI)&B2)ABOVE FOR INSTALLATIONS ON WNYL SIDING OR EIFS WITH OR WITHOUT META_STUDS CONSULT TNS ENGINEER. 0.5 8 5 - 14 12 8 6.5 55 4 - 13 10 65 5 4 3 _ FOR 6NSTALL4TEON INTO EIFS WITH META"STUDS SEE SHEEP 20. 12 - - - - - 14 12 9 7 6 4,5 - - 14 O5 7 SS 4S 35 - 11-0 14 10 2.5 93 5 - 12 9 6 45 4 5 9 7 45 35 3 _ (C) ANCHORS SFWI_BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF"THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 105 7 5.5 45 - 11.5 115 55 4.5 2L75 - - - (0) SFE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. SIS 7 4.5 - - - - - 14 111.5 7.5 6 5 - - - 12 9 6 - 12'-0' 14 12 IO - - - - - 141`12 8 65 5.5 - - - 13 10 65 5 4 FDIC DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 6.5 4.5 - - - - - 11 8 55 4 3.5 - - - B 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 135 9.5 6 - - - - - 13 9S 65 5 4 - - - 05 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 LOS 7 SS 4S - - 11 85 55 45 3S - _ REDUCED SPAC9RG OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING WDICATED FOR EACH ANCHOR TYPE 13r-0' 14 12 - - - - - - 14 115 7.5 6 5 - - - 12 9 6 45 4 - _ _ FACTOR 05 8 - - - - - - 10 7S 5 4 3 - - - 7.5 SS 4 3 ACTUAL TAPPER+ EDGE TRIGON TAPCON WT1}i ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP 72 9 B 45 4 - - - SIS 7 5 4 - - - - DICTANCE THREADFORM TECHNOLOGY MIN.SPACING e 6 - - - - - - 13 SIS 65 5 - - - - OS 75 5 4 - - - - 1 HV BLADE 14 12 - - - - - - 14 105 7 55 - - - - ,1 8S 5.5 4S - _ _ _ ED. MIN.SPACING=3' MIN.SPACING-3' IN.SPACING-3 1/2' MIN.SPACING=3' 3 3/4' 4' 14-0' 10 NCRETE CON 75 - - - - - - 9 7 4S S.5 - - - - 7 5 3.6 3 - - - - HV BLADE W POURED CON�& Ha7RFD CW6�IE CONCIE BDac POURED���& POURED cREr K�D]11E17 talcrtTE��aDOR 1.5 8 _ _ _ - _ _ 17 s 5.5 4,5 _ _ _ _ 9 85 45 - _ _ _ _ WIN W MN E0..3' Utt ED•3 1/Y t@L M. 1/Y MK FD.-}1 MN FA•3' MN EA=3 t/Y MN EA•2 1/7 7.5 - - - - - - - 12 B 1 6 - - - - - 9.5 7 45 - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15•-0" 14 _ _ _ _ - - 3.5 1106,5 - - - - - G5 6 s - - - - - BLADE WORKING 2 1/2. _ o.Bt i.o - - 0.67 1.0 9 - - - - - - - 65 6.5 5 3 - - IN UNISON ♦ 2- 071 - - 0.51 - 10 - - - - - - - 0.565 8 4 - - - -7 1.5 9 6.5 45 - - 1 3/4' - 091 - - - 0'4316�-0' '8 - - _ _ _ _ _ 6 _ _ - _ _ 10 7.5 1 45 3 _ _ _ _ _ 1 1 r 0.35 - - _ 0.35 95 - - 95 - - 8 6 4 - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ... ..... �I]�]i ©2BGR�RA015 EASTERN METAL SUPPLY,INC. TM AAI TAW, ENSFAccordion Shutter SystemL E C® �N C. . . . . H V.BLADE , W/OR W/0 KY.N,NDOAI B1ALOE�.I American Shutter SySte RISLV.N DESCRIPTIaN GATE DRAWN Hy. N.L =Cc_ TILUT TESTING 8 ENGINEERING COMPANY Association. Inc. t OLD 11-192 4/13/15 OATS 4/73 15 SPATE OF :'� 6755 N.W.36th.St..St,3W.NRGINA GARDENS,RDMDA 331 4268 Westroads Drive Phone:(305)871-1530.Fax:(305)677-1531 2 - DRAWING NO X;1618*., 0 e nil:61teccecol- West Palm Beach, FL 33407 3 SIONP�01`� WALTER A TLUr5 iJ,P.E. 4 15-085 Alp %% FLORIDA Uc.f 44167 SHEET P.E. St'�L�y8*ATURE/DATE 6 13 OF 20