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HomeMy WebLinkAboutBuilding Permit Application w EXPERT. Ml� SHUTTER SERVOCES INC. We're Taking The Shutter Industry By Storm° FILE COPY 1626 S.W.Biltmore Street Port St.Lucie, Florida 34984 (772) 871-1915 Q(800)749-9056 Fax(772) 871-0990 Florida Building Code Online Page 1 of 2 I� ��,t f�'Z ;, -• �� �. N( lit L 1 Flora Deparm"Ientif BCIS Home y Log In ; User Registration j Hot Topics Submit Surcharge i Slats&Facts Publications { FBC Staff j BCIS Site Map Links Search BusinesP. ProfessiI uk .0 Product Approval USER:Public User Regulation Product Approval Menu>Product or Annlication Search>Application List>Application Detail e a. FL# « - Application Type Code Version Z:e�d Application Status Comments Archived _ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature BIII Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method valuation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ;6 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE W-1 Validation Checklist-Hardcopy Received Certificate of Independence FL389 RS COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 8/12/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-086 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 RB II A.S.S.A.INC. DRWG.15-086.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf positive FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.ndf ASD load and 13'-O"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In 'son.Max.span for HV3 blade w/o window blade for Installations Into I ud 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. Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Drwg 15-085 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 p.s.f negative FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-085 HV.odf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HV1 blade,8'-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 HVI and HVIA working In unison.See sheets 7,11 and 20 respectively of installation drawings for otherspans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 tI A.S.S.A.INC. DRWG.15-084.1)df Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load for Blade 1 FL389 R8 AE A.S.S.A,INC. P.E.R. DRWG.15-084 ndf and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under chapter 455,F.S.,please click here. Product Approval Accepts: � ® ECF,ctk SP-Curlt'AtL:'I ell", http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 8/12/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p C• DESIGN WIND LOADS SWUl BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THIRD 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FDS7 REDUCED TO A.S.D.DESIGN WIND IDMS - AREA.1. HV BLADES(1)& BY MULTIPLYING THETA BY 0.6 IN ORDERTO COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVEN STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS I=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 LOM HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-34 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE G) #0214.01-03•#0715.01-03.#1004.01-05,#1214.01-05.00317.02-06.JOW9.01-10 AND#0210.01-.11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1686 AREA 2: HV BLADE(1)AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE [WHERE APPLICABLEI -HV WINDOW BLADE 8#0505.01-03 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LACKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET"6 2 IHV BLADE(D AND HV WINDOW BLADE 8 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/BLACK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014x275'AND 014.1.75'RESPECTIVELY,410-K MINIMUM SERIFS CEI TERMADEEMS NV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD SIRENGIH AND 180 W TENSILE STRFNGIH.PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENIERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 Toi AND 35.7 Id FOR END CONNECTION DEEMS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALLSCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Lai MN.YIELD STRENGTH AND 90 kT 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 ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE 0: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0, &8 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL.SUPPLY,INC_ AREA 3: HV WINDOW B AnFNAS ONLY 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR LO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORPBE.CONTRACTOR 70 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NaIE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD Es CENIERMATAND ENGAGE OR LOCK ALL W AND HD LOCKS. AREA 4: HV WINDOW BLADE 1n ONLY 11.SHUTTER MANUFACTURER'S LABEL SEWN 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. META.STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.0.2 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 M. ' 13.(c)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.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT 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 BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHD WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ED.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 IT. NHL F FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone R TAIL ®2015 EASTERN METAL SUPPLY,INC. �>ccec '..�= BERTHA HVTM fT1LECO �.-. A.S.S.A. Accordion Shutter System Itv I3IJIDE#1 w/OR w/o H.v.WIN70W RADE American Shutter Systems Mv.F, DESCRIPTION DATE DRAWN By' ML TIWT TESTING & ENGINEERING COMPANY TF ..• *` ssss Nw.sNh SL.sa 305.wDORA cwroDrs.nDREM 33, Association, Inc. I OLD 11-192 4/13/15 DATE a/T3/1s ��0�•' - Phone:(305)871-1530.Fox:(305 /1-1531 4268 Westroads Drive z �� e- .R:blt.-O-L- West Palm Beach, FL 33407 3 DRAWING No /0NAL ENG���``�� WALTER -0006719A.TILLIT P.E. 15-085 AAgN HAA,` FLORIDA U.0 4x167 3 SHEET P.E. SEALS Ito, 6 1 OF 20 3'I FOR IRM1mOw aAM® VARIES 1.491- o •g 1.918- �.as* 200' 0454• S .09 aw a.s . 4.371' 4.385 0. 4.857• 4.999• r4h, 3OquALIFIED oRusEw/TCOVERED UNDER US PATENT 5458179 gUALIFlED FOR USE W/ HV BLADE 7O ® V M HV BLADE�1 HV WINDOW BLADE'S 6005-TS ALLOY AND TEMPER QUAUFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE 6063-T6 SHEET 19 BLADE . ® 6063-T6 ALLOY A%) TEMPER 6063-T6 ALLOY AND TEMPER 3.22_ 1•SDO• .124 • 6 v 670• 2.670• 3.556• 'n -) *..2. .9 ci 670" 2.226• 72 h 897' 4 ?fir o 915• 2.092" 072' 0.072" O7 HV ADJ, ADAPTER WAIF `'` 1a7s 3.226• QU ALIFIED FOR USE'W/ HV IN WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE 1Q QUALIFIED FOR USE W/ HV �HV TRENCH TRACK , 50 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADEQONLY. I HV RAINGUARD BLADE O 6063-T6 ALLOY AND TEMPER HV 6063-T6 ALLOY AND TEMPER VARIES -- 1.936' BLADE 1 1' t.9t5' o VARIES 1.936' 6063-T6 ALLOY D TEMPER • 1.917• Mas. 0 083 083• m .083' m .083' .093• .095"o m .100" c .060• - w .060' .093• .093•• .060• .060"m 670 m n 14 acy. 670 1.686' m_.Z14 670 r 3.520' 45 O' 3.529' 670 /q. 11 HV CEILING HEADER 1® HV HEADER/�SILL 3 HD CEILING HEADER/SILL QL E 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY.AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1O 4 HA WALL HEADER ILL SEE SECTIONS FOR VAUDffY-(� SEE SECTIONS FOR VALIDITY. QUAUFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 AU4 XMN.YKVLt 1' 1' 0.062' 2' 2• 0.125' Q 2' 5'MAX. 1/8• 1/8' 3' 1 3' 0.090• 2' 5'MAX. 0.192' 0.192" SIDE ANGLES 6 20 CORNER QUALIFIED FOR USE W/ HV rUMINUM ANGLE 19 2.5' 7'MAX. 0.190• 0.190" POSTS BLADED QUALIFIED BLADE UOSE W/ HV 6063-T6 ALLOY AND TEMPER BLADE I ONLY. 6063-T6 ALLOY AND TEMPER 2' S•MAX- 0.139• 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone too ©2015 EASTERN METAL SUPPLY.INC. P� ENs�cTJ9'_; BERTHA HVTM A S S A Accordion Shutter System I7L , CO N C. ■ . . . KV.BLADE#1 W/CR W/0 H.V.WINDON BADE *= American Shutter Systems my.No OESCFUmON DATE DRAWN BY: M.L - •; l/: kr = TIWT TESTING & ENGINEERING COMPANY STATE OF 'Z-4 r,,<.Kw.36th.sL.st-3D5.vR cAmm,F­m1 Association, Inc. t OLD 11-192 4/13/15 DAIS 4/13/15 Phone:(3D5)871-1530.Fo%:(305)871-1531 4268 Westroads Drive z pI7AWING No Ot FLOR10 ,•��a`�. e�o®h6o®aalwm West Palm Beach, FL 33407 3 4 SIONA�����``` WAL7ER A TILLtr Jr.P.P.E. 15-085 P.E.��1N/&JGN►\'�1��E/DATE FLORIDA uG p aats7 5 SHEEP 6 2 OF 20 4.660' .929• . e a'.''-q�.E`'OD�• m . � mW ry„ .34tU •3'/ •m H4.576' 045' 2293' TRmEN= HOUSING ENNEEL 61 . BMW PAINTED -20 745' IE SGIST2.293' (2 TYP.) 66 EAKED PANTED ENNTIEND O .062' n .875HOUING EL- a+oa1u RN G1.324 1'o .318 Lmss cymDER BRASS 0.73% 0.41. - - -r' &KEYS(GROPE (CHROMEPLAYED) RAJ o� • ) 21 J V CENTERMATE '. ” ,��1 � .325 � " ® HV EGRET LOCK QUALI & I�ONLY AQFl m`'�,y 3.023' QUALIFIED OR USE W/ HV QUALIFIED FOR USE W/ HV 6063-TES ALLOY AND TEMPER QU EO FOR USE W/ HV BLADE 1 & 1 ONLY ,, BLADE[ & ®ONLY. BLADE 10&®ONLY. 6063-T6 ALLOY AND TEMPER 'L,1 V C Q A IFIED FOR USE W/ HV BLADE 1 ONLY 250 O.D. 18• 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD MOLDED TO m 1.756• .92Y 4 2' SCREW 2.079' 1.753" 11 .360'AFTER RIVETING 'Os 1/4��-20 x 3/4A BEFORE RIVETING ° S.S. THUMBSCREW 1f4 0-20 RIVNUT* --- *SERIES 9444 ALUMINUM(2024-73 ALLOY)LARGE FLANGE THIN o m m @SHEET NUI-NI.PART'#0820.AS MANUFACTURED 8V AVDEL 2 I 2750• I - .822• CHERRY 1EXTORN.PARSPPe1Y�NEW JERSEY 07054 OR EOUAL PLN 91 FRONT ELEVATION ® HV MALE "T" LOCK CENTERMATE 4.566' HV ALTERNATIVE LOCK © LOCKER FOR "T" LOCHV K CE QUALIFIED FOR USE W/ BLADE )ONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1QONLY QUALIFIED FOR USE W/ HV BLADE ONLY W/HV BLADE 01 ONLY. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER 1.917• 1.917 r--'1 3.161 — 4-0.40 D • THUMfm1RN CYLINDER OR 214'm .063 062' KEY CYLINDER 4' .545' 0.875'Min. m n o o m '0 1 .125'Max 30 HD TER ATE o0 OCKING OD ® HDC A E SOC G O ° o QUAUFIED FOR USE W/ HV BLADE 1 & IA QUALIFIED FOR USE W/ HV BLADE 1 & 1 ® D C NT E'S $E 'B04 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER VARIES. 12'MIN. QUALIFIED FOR USE W/ HV BLADE(g&& 1130• 6063-TES ALLOY NO TEMPER tsoERJ/6"e-te THUMSNRN t1/2' OR KDER (SEE-OETArtS) D° _ OR CYLINDER R LOCKING RODe ,/4'0 ® HD LOCK QUALIFIED FOR USE W/ HV BLADE 10 37 6063-TES ALLOY AND TEMPER L') tJV 3/8"0-16 ACETAL 3 HV 1/4" �-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. �5 INSTALLATION WILL REQUIRE A 7/16' HOLE UM S ERIES S S THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& ©A LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F 11 7Y V BLADEQ QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High velocity Hurricone Zone IKIIC(,E, •... ✓7j4 m 2015 EASTERN METAL SUPPLY.INC. Q>�• ENSF ' BERTHA HVTM L E C O iNc. A.S.S■A. Accordion Shutter System Kv RADE#1 W/OR W/O KV.wBLADE American Shutter Systems Ev, DEsG"PDDN DATE DPAWN�rnoW B/: M.L TRI 'LLAT TILIIT TESTING & ENGINEERING COMPANY S 4(7 U GARDENS,itORM 331 Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 i A•. `� 6555 N.W.36th.St.,Sta.30.9.VPiGW \ Phone:(30571-153°.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No '''i ....••'(``` e-mail:hlteeoftolcam West Palm Beach, FL 33407 3 15-085 EB-0006719 �'777gASS;ON R`llllllll` WALTER A.Tl ff Jr.P.E. 9 P.E. SEAL/SIGNATURE/DATE FLORIDA La.i 44167 6 SN 3�OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1G, H V fA 3/a"° 12 ( OE 41 4 ! TO BLADE P 825' Q HV BLADE 1 1875"1 1A ' I ® 0625' HV BLADE lA \I ! Hv WINDOW BLADE .0625• sF_nwN x-x •0625 , .1675' ..: Y m OPE16N HV LONG RECESSED NYLON BUSHING ¢o III n KNUCKLE 0625 OYP0.0625 ® HV SHORT RECESSED NYLON BUSHING 3 NII ) RI / HV NYLON HAT WASHER 0 O® Sao FLAr PORnoN ( 3�• NNW i B ® HV WHEEL CARRIAGE AISI 302-303 SERIES X 0.870"x3/16"THICK NYLON WHEEL 3 I I •^ a r I 2 7/8•NLN. FN WINDOW 3150 c1FAR m3. 0.188"0 AISI 302 SERIES S.S. RIVETS SEPAPAnoN 3.7500• BETWEEN .0625' .0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIORA !L o appGS t C 3/4' j �y_y 7�5 .7500' qt ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 1475"`- �4 I•�^ z 1/4' ® POLYCARBONATE IMPACT RESISTANT HV WINDOW _ ! ! BcLEAR iTW�srE TYPICAL HV WINDOW BLADE AND 13 POLYCARBONATE HV WINDOW DETAIL ® OR ® 4 or ®3 1 N.T.S. ((SEE NOTE FOR j I I kEOULNOTENTS) i , OOR ® i r NATE IMPACT RESISTANT HV WINDOW ROLON 3103 POLYCARBONATE —STABILIZED GRADE OR SABIC I I r I do eIUDE CME PLASTIC LEXAN 103 RESIN fly PIN BEOUIREMENTS AT EXTERIOR BLADE KNUCKILIE FOR "F' ON SHEET 19). w(14 i AOR ® 'Lill I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® NNS I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR i i I POLYCARBONATE SOURCES FOR EXTERIOR ,,,,L„� I� HV 9 BLADE. TYPICAL SHUTTER ASSEMBLY , PRaEmnEs S,,,,,,RD ppa N.T.S. HV PIN 42 OR E®AT (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT BLADE'S KNXT UCKILE. H➢�d sA EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q 00.324' (SEE.NOTE a roR X �O I6t' BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. 04 If ® 3 I REQUIREMENTS) �p9 nm STRENGTH Asu owe swo ne+. 9soo cv. FLEx M SIRENGIH AT YIELD ASM DM 12666 Pal. 13,10) pal (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® y I i FU)ORAL NOmsuS ASM D790 510.0)T-J. MAW P. . SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� 9 !I! II BEAM ® I NOTCHED ROD ASTM Ms. l8 FT-rot 17 FT-,t SHEET I I WHEEL CARRIAGE DETAIL SUacE DERmD' A D=3 473 x "5 s MIMpis ASSEMBLY LAYOUT M.TE OF BaaOEc ASTM D636 c-I aASS o-1 CEM N.T.S. SELF F,Nn16N ASM DIM ID90'F 880'F AS1Y G155 IENSaK STRENGTH MFR WE THERW ASM no G=psi. 8990 P.J. j HVBLADE SOLID (A BY WINDOW BLADE DETAILS 1ORSTIESTRESS ERFMIKE WEATHERING ' M I M,P.1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 'AA ©2015 EASTERN METAL SUPPLY,INC. M'•-�10EN.,I�r BERTHA HVTM - - S S A Accordion Shutter System V s /TILIECO I mc. A■ . . ■ TLV.MADE#1 IN/OR W/O TLV. WND0111'BLADE American Shutter Systems EV. DESCRIPTION DATE DRAWN BY: Nl TIWT TESTING & ENGINEERING COMPANY *� AeSOCIOtian, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 ATE OF 6355 N.R.36M St,614 305.VRGINIA GARDENS.FLORIDA 3316 �•' � Phone:(305)871-1530.Fax:(30.5)871-1531 4268 Westroods Drive z DRAWING No F'..ORION ,.`cv`v�.`� a-m a:6Newooal.eom West Palm Beach, FL 33407 s ,i�ss/'•••••••••C?\`5`` WALTER A.E13-OTOLLR1Jr.P.E. 4 15-085 ''ii„ANAL EN ���`` FLORIDA Ua.8 44167 5 SHEET P.E. 9t?t!./FAWURE/DATE 6 4 OF 20 �• m ,Gd®,(�"Q2 ® *NOTES ON HV LOCKS AND CENTERMATES: 1 MANDATORY CONDITION i1e ONE W LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ®� ®•O ® OR 12'ABOVE ORB W 2 OF SHUITER SPAN FOR SPANS UP O 105'.AND FOR INSi TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO t OR CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FIAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATE) ON TYPICAL SHUTTER ELEVATION. 2.4Fn! IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP O TWO FRV 16 m LOCKS Q U OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK_CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. pB xve 3 . OPTIONAL CONDMON ID ONI Y WHEN MAW&M CONDITION#I OR . y�2 IS USED W/iWO H.V_LOM: LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 5 96- 6( °t® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY COIIDIIION i2:ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN a AND INSTALLATIONS AT ANY(7PVATION. W LOCK or®SHALL 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& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. TD!MANDATORY qnnMpN#11 FOR HV I a 3' ONE ALTERNATE HV LOCK MAY BE USED M LIEU OF HV LOCK or FOR ANY SPAN AND OjSo= 49: INST TIONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT � Q � €U OF 1%4'0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. Q, �.- z o RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO X C'/ LOCKS AT 1/3 OF SHUTTER SPAN. ® 6.MANN TORY CDNWMN 13 FOR KEYSTONE MOUNTING INSTALA710M ONE EIV 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 T 96',AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK®or®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 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR.@ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E X 1 J K L Y VV& SHEETS 10& Is TYP.HEIGHT. FULL H *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1_ccmMD Ar7ERTL:TE TO MANDATORY CONDITION#1 VALID ONLY FOR HV'T'LOCK( AND CENTERMATES®AND CENTERMATE I ;ONE ALTERNATE HV'1'LOCK i0 MAY BE INSTALLED IN LIEU OF HV LOCKS®OR�FOR ANY SPAN AND •@"' INSTALLATION AT ANY ELEVATION.Al ERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER),AS SHOWN ON SECTION TNG,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' WINGNUT©+O•©°R©+OO +®� MAXIMUM ABOVE D4"BEL WI MIDSPAN. USEOFTWO.ox LOCKING DS®TOP AND BOTOM IS MAN8'RIVNUT.LOCK MAY BE INSTALLED DATORY. OR 12' s • BGR 9+Qa 19+�5«t©.® *NOTES ON HD LOCKS & CENT RMS ALES: 1.BD LOCKW W/HD CINTFItYA� W/(b: ONE ALTERNATE HD LOCK(@ MAYBE USED IN UEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATIOW HV LOCKS OR Qq FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE ID LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®O®IS W/3 08 x 3/8'F.H.SS.M.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND MDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLOR DA BUILD] COD ( on High Velocity urricone one m 2015 EASTERN METAL SUPPLY.INC. �Q \\CENSE' �9- BERTHA HVTM 1 L E C O N . A.S■S■A. Accordion Shutter System TLV.BLADE#i W/CR W/O TLV. WMNDUN MADE American Shutter Systems REV.w DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY STATE OF C 6755 N.W.36th.SL.S e.SOS.NRGWU GARDENS.FLORIDA 331 Association, Inc. I 00 11-192 4/13/15 DATE 4/13/15 %� ORS ID+`..•' Ph..:(30.5)871-1530.FOx:(30.5)871-1531 4268 Westroads Drive 2 DRAWING No a-meg:6Rcea®eGl"m West Palm Beach, FL 33407 3 s c, EB- 6719 15-085 qS/0NAL EN���``� WnORIDA Lie.#44167E 5 SHEET P.E. SEZftG INURE/DATE 6 5 OF 20 POURED CONCRETE ANCHORS Im1 4PNvulall 1 OR ®� i ----0 i MIN� ; liir CONCRETE (SEE SCHEDULE ON SHEET 13) I Tti (� D(ISTING I REQUIRED EDGE OF 'y 17 wRE9soE9AND ' ' GLASS—i NN,smARAnon ' `(� ox SLAB IF i G SIfET to cw ro c1Aa I 1 y APPLIC/.BLE EXISTING I MADESOa® a i—(seE 5091NAE . i I GIASS-1 Ox saET t0 _- NA 1.., ii i ii ii 11 ANCHOR , O05TING ✓ GLfS LOCATION i i #10x3/4'HEX WASHER HEAD i i i i ii 11 DR 1 OR 1$ c 3/6 NDI. TEK SCREWS 12'O.G. i EDGE OF IF 3/6 N CONCRETE ANCHORS 8 STAB B I ©* 7 (SEE SCHEDULE GN SHEET 13) E I APPLICABLE EDGE OF E7( I 1 1 I I SLAB IF UISTIN." I I EDGE�F— 1/2 Ij1 1 EDGE OF APPLICABLE D. MIX� � APPLICABLE Q• G, SLAB IF APPLICABLE POURED POURED FLAT HEAD CONCRETE ANCHORS --{tt MASS PoURED CONCRETE 1.D RE CONCLRRm (SEE SCHEDULE ON SHEEP 14) I ON OR is 09PER 1 OR ® CONCRETE FEAT HEAD CONCRETE ANCHORS aADFSmap REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) I1 .TRENCH INSTALLATION VALID ONLY FOR UP TO+70. -75 PSF A.S.D. � HV WALK—OVER INSTALLATION HED LE#3,USS 4 SHEET TNG FOR SPANS PER - HV FLOOR INSTALLATION t SC HV CEILING INSTALLATION, EXISDNG ,M 50'xMIMN CONCRETE SCHEDULE 0ANCHORS I iia ' i I O (SEE SCHEDULE G" 1/4.0 rIW ENH➢D(TAPCOH W/ '�sNEEi tl) I , SHEET 15 so601ns— I I ) ATECHNOL0DVANCED TIfffPOMMRS . EXISRNG i sNar It) I a EXISTING savumt ro IaAv ' I EXISTING LASS--1 FASRAERS TAPP R+/4ANc�ICWS W/ I 1 GLASS—i CLASS -I Sa¢Dta£aN 9nT tt) I YN.gnutalrn!to 1 3/4`IAN.D®DMIFM Y 6' ?77 G FDR UP TO 6'-0"SPAN ANID I I I 4"D.C.FDR SP.WS "*R TINY* 6'-0"lP TO 6'-0'MVC APPLT1/4' 1 SFAIANT AT ETflW FASIQ1fA FGMMAX. (TYP.)(SEE NOTE ittN1/2•15 41/2- PIN. #10x3/4'HIX E. aFTR QMAX. wasxER 1LEA0 coNrsFAturrTIX SCREWS- 8 12`O.C. 8 i i I#,4x3/4" HIX HEAD i •3 1 B� I 1 I I 7/4'072DxJ/4S5 MS TEK SCREWS®9`G.C. I 9 - --- 4x3/4"S.D.S. _ ___ 1/ 20OR 1/4'0-20 SS.M.S. I CHORS 1 _ - 9"O.C. -- - Max. '+W/NUT®9"O.C. E IN 1 "' ti F7(RTINC NDN SRTUCNFW. �O �. '-» WALL TRIM ECORATMEE.D, i roESGEOF14x3/4"F.H.B.D.S. r .MiN. ppuRFD WNCRETE 7 8' 1 7/8 APP.UCABLE CONCRETE ANCOSEE NOTE 13(b) EE NOTE 13(b) ,• �IXIMED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 °.+.•. ;,•'. 7-7-7 OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK OPnONAL POURED REQUIRED M�K�STON DESMGO��NG64-72 pe INSTALLATION CONCRETE QK HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION uA1010N SHUTTER SPAN 6'-D` V RAINGUARD INSTALLATION NOTE: t 11-11S SHALL BE NOTE=�ZZON7 SECTIONS: t RENOVABLELE WHEN"PERFORMED E. E =EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT BEE(IMITATIONS OF USE FOR ,_BICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR EI4TRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W f 1C� HV BLADE ASSE IN ANSECTION'ANY ON7 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone All T1 O 2015 EASTERN METAL SUPPLY.INC. .p......</T✓�% BERTHA HVTM '�CENSF' _'- A S S A Accordion Shutter System ,y,/ �•-�_ 1 L E C O N ■ ■ ■ ■ H.v.MADE#1 W/OR W/o H.V.WINDOW MADE *:• G/ j* TI TESTING & ENGINEERING COMPANY American Shutter Systems DESCRIPTION DATE DRAWN 6Y: u.I_ q'•• ,�!AT�E/OF ` 6355 N.M.36iR St..St..305.VIRGRAA GARDENS.FLORIDA>Jl A$SOCIat10nF Inc. 1 OND 11-192 4/17/15 DATE 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4266 Westroads Drive z DRAWING No r' R �� _61:crca�aaaw.aaa West Palm Beach, FL 33407 3 ,,Fs ... EB- 6719 15-085 S/ONAOF t��` WALTER A TIWT Jr.PX 4 AAA TLV` FLORIDA U..#44167 5 SHEET 7 P.E. S 7SII"NXGE/DATE 6 7 OF 20 SEE END WALL N F-CTION DIO '`SEE NOTES ON LOCKING RODS 0.NV LOCKS per o U T 9IT I N r INSTALLATIONS W/ 1 HV *AND ALTERNATE HV LACK®ON SHEET 5. E111STING G1A55 BLADE W HV CENTERMATES ENT E SLACK OPTICA HVF WI H BL FOR CENTERMATES aPPucanaN 1VffF1 BLADE 1 0°R®"10•®° OR SEE ENO WALL CONNECTION EXCSRNG GLASS DETAILS ON SHE 00 1 ► Q.®�Q,®�o.®� ---------------------- ----------------------TI --� Yx2'xl/81N'-2' f I ®+®a+®+©°"19+®5 3 1/4" 7' 6 1/2' 7' I ANCIF6W/(TIIA`LOOY�) Lori 1/2 �©,® OPPOSING SYMMETRYCAL lWCFI01 To CONCRETE I CENTERMATES CENTERMATES (TOP/BOTroM)A i 810x3/4"S.M.S.11 12' MIN. SEPARATION (4)81Ox1/2'S.M.S.To TUBE I D.C.PULL LENCHc W/ HV LOCK or l W/ HV LOCK 0 2 To SCHEDULE AT EACH ANGLE(TYP) Z * 3 (SEE SHEET 11) r J ON SHEET 11) 5 ® � * 35* IN _44 4=;� 5 1 s1r * 1 1 1/ Z. 1/2. ZO 3 ®" ©°®°�©rOeP®�To•Q� --- OUT lo•®°"©+®°�-©� HVA a ® HVB ©°�®°R©+OO �®ePlo.Q�6 EXISTING CHVC LASS OURED CONCRETE WALL lo•Q_°�Q_.Q_©+_Q. / REO" m 4(I—OR) SYMMETRICAL * N 6 7 6 -0. °" MIN.SEPARATION cuss 8 +®a+Q•Q«19CENTERMATES IN ©+®aQ+QeR®r®e6 TO GLASS 5 * (SEE SCHED LE —�— — 01©�® — WHVA OpnONAL ON SHEET 11) MIN.SEPARATIONTO GLASS(SEE SCHEDULE oprnONAL ON SHEET 11) OUT CONCRETE ANCHORS e 16"O.C. i � VARIESO1 ® v Le `L ® 0_UT 1 6 1/2-MAX.SLACK oUT * 5 (DaERIOR) HVE HVE** HVD FLORIDA BUILDING ME(Mon High Velocity Hurricane Zone `711111111 IIIIA0,011, 0 2015 EASTERN METAL SUPPLY.INC. .A:r.... , BERTHA HVTM EN ASS Accordion Shutter System IL E C OIMS. A H.V.E4ADE#, W/OR W/0 KV.N1NXTrN BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N, DESCPPDDH DATE DRAWN BY: N.L. 6355 N.W.36th.SL.St.305.VIRG GARDENS.N IDA 331 Association, Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF = 4268 Westroads Drive z Ph--:(305)871-15W.F-:(30)871-15314268No 'O' FLORIOP °-"e(I:DILe°eoed.eem West Palm Beach, FL 33407 3 1 rJ-085 i F'•., \� ` EE-0006716 'moi F .,`•G���` WALTER A TLLT Jr.P.E. 4 ss��p),A•L•�`�`` FLORIDA Iia 8 44167 5 SHEET P.E. ��&IAiCN2E/DATE 6 8 OF 20 POURED CONCRETE POURED CONCRETE -POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLACK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS — —-� 2'MIN EXISTING GLASS CONCRETE ANCHOR /—EXISTING GLASS J ® 16'O.C. —r_ MIN.SFPARATON r— 1 it 1 - TO GLASS(SEE MAN.SEPARATIONMR SEPARATION SCHEDULE ON SHEET � AtPI SEPPRATION TO GLASS(SEE TO GLASS(SEE EO TO(LASS(SFE + a ®� '' SCHEDULE ON SHEET 1/16•x3'MAX. ON SHEET 19 FDR 1 DAM SHEET '� BADE 5(SiFDIAE U7 SHEET OAN 11 FOR BLADE IOC (6063-T6)CONT. HADES�h® I \ ON SHE Q @ FOR 1/2' '6N SHEET 1919 FOR ON SHEET 19 FOR ALUM.CLOSER (LOCATE AT FLADES m k� PLATE. (LOCATE +/2 - BtnDEs O& EITHER SIDE A7 EITHER 510E MM \ OF 5Q) OF®) I •U USE 1'OR 2'MAX. wD 1/2'MIN. 110x1/2•s.Ms. I _—_-- (As APPucpBLE)xz°xt/e'xa•-z• _---- #10xt/2'S.M.S. _—_—_ ® 16.O.C. _—_—_ ALUMINUM CUP ANGLE ' ®16'O.C. '� 4 \ (6063-T6 ALLOY)AT MIDHEIGHT (1)6,3 S.M.S.TOO & 4 ` (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FO WALL AT 1'O.C. (LOCATE AT 5 SIDE CONNECITON i OR EITHER SIDE OF@) ) OR ®W i OR SEE DETAIL X FOR 'I OR ®' TO TRACKS �' SEE DETAIL X FO 4 SIDE CONNECTION w®wl;!-OY°°a •®wCONNECTIONw�w©•O7 w® 1D•®w w 6 7 v e v10.®w TO TRACKS w v 6 7 w 8 0.®w 1D•®�*©•®w©•®v SIDE TRAM ®. f� tOa-0-& ®"®'®v©•©" 10•®^�©.®w©.®w 6 7 6 177� o6-Q) ©•®" ©•70•©^'�©�•O/7�•®w ©.Oj •©°'©.O.®v ®'®^'®w®"V•®w,�,` O8w©wO.O•®w ®.�v�.Vl"`t:J•®w,,��,,,,,,��AA ®•®w©.®a®.®w g. . v . wl7'® ®`O ©•®� ®w END CONNECTION DETAIL 1� END CONNECTION DETAIL 20 END CONNECTION DETAIL END CONNECTION DETAIL °4 REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' POURED CONCRETE OR EXISTING cEXISnNG GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED ADN.SEPARATION #1 1/2'S.M. TO(LASS(SEE ® 16' .C. WN.SEPARA71ON Y �'L------ -- -- ON SHEEr TO GLASS E OR®OR@OR 11 SCHEDULE Q CONCRETE 1/2'MIN. SCHEDULE ON(g&7 ------------ --_-- _--- © Q (YJ SH EII 19 FOR ANCHOR® - 11 FOR BLADE(DAND 4 ______ ______ OR OR 9 OR'i FC.NC 9ADF5�8:Q7a 12.O.C. ON SHEET 19 FOR rJ BLADES mrY ------ OR@ Q 1/2'MIN. __ I � 4 EQ 6 OR�OR 'MIN. 2'MIN. ♦SEE UMITATONS OF USE FOR VIEW Y BLADE®ON SHEET 19 1 OR 3 OR(qOR(qOR� ?OR 1 OR ®' /� PLAN DETAIL X POURED CONCRETE OR ®w©•Q7 w© 10•®w ©w®wU-O7w,® 1O•®w s N CONCRETE BLOCK WALL �10m®w©•6'�_©'®w i6•®®®•6®•®w REQUIRED ��IHHHO.O ®w0 O•®w 1 HV BLADE OR HV WINDOW BLADE INTO ©O ©w©O ®w ® ®w® ®w® ©w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DE' IL ®•®w®•®w®•®w" END CONNECTION DETAIL© wpm FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone `�P A:T!(��T. ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM _ MIL ECO ,... A■S■S.A. Itv Accordion Shutter System MADE#1 w/CR W/o KV WINDOW BLADE 2 /.(':•/rte AmalfiCt7n Shaffer SystemstEV.Ik DESCRIPTION DATE DRAWN B0 M.L c TILLIT TESTING do ENGINEERING COMPANY ' STATE OF '�' 6355 N.W.35M.Sl,5+e.365.NRpMA GMDEM.FUDFMG 331 AS$OCIdfIOn, Inc. + OLD 11-192 4/13/is DATE: 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No .- wl:tilteoo®-Loorn West Palm Beach, FL 33407 3 !e�F•' `�j���� EE-0006719 /�AA7/s'S/ONA��NTAA``` WALTER A TILUT Jr P.E. a 15-085 7 5 FLORIDA U..f 44167 5 SHEET P.E. 'ICr9AS1��URE/DATE 6 10 OF 20 c SCHEDULE Y1 SCHEDULE J2 SCHEDULE3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" * IMUM SHUTTER SPAN L+" • O MAXIMUM SHUTTER SPAN "L+" (ft.). FOR�INSTALATIONS®/ Il g( OR •L (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND �1 � & or or,,,,����(aaaa'�) IN5iALATIONS W/ y� CONCRETE & (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ®or�or ® W/ ONE HV LOCKS MANSORY WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING. c� HD LOCK ®W/ NO LOCKING RODS or ONE W LOCK or or 8 L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®&®W/ ONE HV "T" W/ NO LOCKING RODS® OR W/ NO LOCKING WALL A. B. C, D. E. M. N, , P. Q, AS.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,tt) ODS MOUNTING F, K & L R. S, & V. (VAUD FOR MOUNTING Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES 1'F CONCRETE de WOOD SHEET 7) FLOOR/CEILING G, H, I, 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: MOUNTING UAMW CONCRETE k W000 INSTALLATIONS MMONID/ CONCRETE & M GIVEN A POSfT1VE A.S.D. DESIGN PRESSURE RATING, ASA,DESo1 A.S.D.DESCH INSTALLATIONS Asn DFCGR INSTALLA710N5 rt1� WAIL MOUNTING PNFSSURE DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE. PRESSURE WALL MOUNTING FLOOR DUNG FLOOR/CIXJNC MWN7ING rATwc RA1ala & GIVEN A NEGATIVE AS.D.DESIGN PRESSURE RATING, MD FLOOR/CE MG MOUNTING �'`') t. OR DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. FLOOR. ail ML-(0) (S MAXIMUM SHUTTER SPAN 'L+'OR 1-•FOR L T pq L-(I� L+ (16 L--(ftL 6 (0ft) L--(ftL 6 (0) L-1- INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 1.-10 16'-0• 16'-0• 16'-0' 30 1'-0• 16'-0' 30 16'-0' 16•-0" 105 DO.A.S.O.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 1-". 35 14'-10' 14'-10' 15'-2' f6'-0' 35 74'-10• 14'-10' 35 15-2' 16'-70' 40 13'-10' 13'-1o' 14'-2" 15'-2' 40 13'-10' 13'-10" 40 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-i' 13'-a• 14'-3' 45 13'-1" 13'-1" 45 13'-4" 14'-3' t HV CORNER CENTERMATE g3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-W' 12•-5' 12'-8' 13'-7' S0 12'-5• 12'-5• 50 12'-3' 13'-1" MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-10" 12'-1' 12'-11" 55 11'-10" 11'-1D• 55 11'-1' 11'-i1' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4' 11•-4" 11'-7' 12'-4' 60 11'-4' 11'-4' 60 10•-2" 10'_17• NOTE(f5,SHEET 5. RATING: 65 10•-10' 10'-10' it'-1" 11•-11' 65 10'-10' 10'-10" 65 9'-5• 10'-1• DETERMINE:. L7+=MAX_SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6' ,0'-9' 11'-5' 70 10•-6' 10'-6' 70 8'-9" 9-4' L2+=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1• 10'-7' 10'-4' 11'-1' 75 10'-1^ 10'-1• 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN-L+-OR INSTALLATIONS. 80 W-10" 9'-10' 10'-0' t0•-9" 80 9'-10' 9'-1o' 'L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 jW-2 9•-6' 9'-9' 10'-5' 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING 90 9'-3' 9'-5' 10'-1' 90 9'-3' 9'-3' STN1.L BE LIMITED AS FOLLOWS: DETERMINE: 95 8'-9" 9•-2' 9'-10' 95 9'-0' 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING L7 MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 - '-0' 9 10 1 5 8'-9" 8'-4' LIMITEDTO +64,72 p.s.T. AND 8'-0" SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7INSTALLATIONS. T-11' 8'-9' 9'-4' 105110 7'-7" 8'-7" 9'-2• 110 8'-4• Y-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE115 7•-3" W-4' 6'-11' 115 8•-2" 7•-3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN t1+', L2+","L1- AND Y2- 120 W-11' 8'-2" 8'-9' 120 8'-0" W-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 V-10' 6-8" 1 6•-0" 8'-5• 125 7'-10" W-8' ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 130 7'-8' 6'-5' 7''-1' 8'-1' 130 7'—e" e'-5' WIND ZONE MINIMUM SPACING. 135 T-7• ,-2' 7'-s' T-9' 135 7•-7- 6'-r 140 7'-5' 5'-11' 7'-7 7'-6' 140 7'-5- ASTM E-1996 SEPARATION 145 7'-3" 5'-9' 7'-5" 7'-3' 145 7'-3• 5'-9• TO GLASS 150 7'-2" 5'-.7' 7'-4' 7'-0' 150 7'-2' 5•-7' 155 7•-0• 5'-5' 7'-Y 6'-9• 155' 7'-0" 5'-5' 1 THRU 3 1" 160 1 W-11• 5'-2' 7'-1' 6'-7' 160 6'-11' 5'-2- 165 W-70' 5'-1' 7'-0' 6'-4" 1 165 6'-to' 5-1' 170 6'-9• 4'-11" 6'-I1' 6'-2" 170 6'-9" 4'-11' 175 6'-7" 4'-9' 6'-9" 6'-0', 175 6'-7' 4'-9' 180 6'-6' 4•-8• 61-8' 5'-10' 180 6'-6• H V BLADE 185 6'-5• 4'-6' 6'-7' S'-8' 1B5 6'-5" a-6' 190 6'-4" 4'-5' 61-6' V-6" 190 6•-4" 4'-5' 195 6'-3• 4'-3' 6'-5.' 5'-5' 195 6'-3" 4'-3' 200 6'-2' 4'-2" 6'-4' 1'-3' 200 6'-2' 4'-2• 205 W-7' a'-1' s'-3' 5'-1' 205 s'-,• a'-1" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM IL EC O INt. A■S,S■A, Accordion Shutter System _ .�—•— _ Itv BUDS#1 w/OR w/o H.v H1ND0W MADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems ZEV. D,3CR"014 DATE DRAWN 9Y:MQY G. 6755 N.W.36th.SL,Ste.705,ViRGPlU GARDENS.RORM 731 ASSOCIatlone Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 LSTAlt UrPhone:(305)871-1530.Fax:(305)871-1531 4266 Westroods Drive 2 DRAWING No r�4.` a-ma,:thea--1— West Palm Beach, FL 33407 s 15-085 O� •.fCOR10P.•' o6ow19 4 WALTER u�44167 5 SHEET �!Eisl>f�l� E/DATE 6 11 OF 20 MAXIMUM ANCHOR$ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN_ SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS,D, DEM NEGATIVE PRPS9IRE RAT41G AND A CORRfSPOND)NG lR)UNDNG TYPE FOR CONCRETE OR CONCRETE MDCK_INSTAUAM6 (SEE MOUNnNGS E.G.&H ON SHEETS e&7) 1.ANCHORS TO SUBSTRATE SHAW BE AS FOLLOWS: POUTED GONCRETFJOONQ✓QE BLOC( POtE@D COIIOhIE (A) TO EXISTING POURED CONCRETE(Min.fe-3 k0i) mAxam QE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDEX.(Mn.V.=3 k9i) SPAN ANCHORS SPACING LEG= - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.fe=3 kai) (a) kSA DESIGN NERIOE PfE110E RAW DEGAN NEWME R�UFE RAW(p0) DESIGN NEGATIVE PRESSURE PAI9G - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. in.f­2W) 30140 160 7590 120 160 205 30 40 60 75 90 20 60 205 30 40 60 75 90 120 160 205 TAPCON - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 B B B s 55 14 72 10 9 S 8 8 8 t4 12 10 9 e 8 e g TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0' 14 12 10 9 B 6 6 6 14 12110 9 8 8 6 6 14 12 10 9 8 8 6 6 THRFADFORN TECHNOLOGY (I,gn,fc=3 I¢i) OR LESS 14 12 10 9 8 8 6 S 14 12 10 9 8 8 6 B 14 12 10 9 8 8 8 5 ALL POINTS SOLID-SET 14 12 10 9 8 8 8 7 14 12 10 9 B 8 6 6 14 12 f0 9 B 8 6 6 BLUE TAP'W/CAP NDTE4: 14 12 f0 B 8 7 55 Al 14 72 10. 8 8 B e s 14 12 f0 8 B B 6 S TAPPER+ A1)YIN@NN DJBEDMFM INTO POURED CONCRETE OF 7PPCON OR TAPOON WITH ADVANCED 11RRFADFORY TECHNOLOGY ANCHORS AND TAPPER+ T4 12 10 9 8 8 6 B 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 55 ANCHORS S 1 3/4'.AND FOR BLUE TPP W/CAP ANCHORS IS 1 1/2-. 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 45 14 12 10 9 8 8 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS SNAW ff 7/8'I=THE POURED CONCRETE.NO EMBEDMENT /4 72 10 9 B B 6 4S 14 12 70 B e B 6 5S 14 72 10 fl B 8 8 45 INTO STUCCO SHALL BE PERMITTED.1/4-0-20 S.S.MACHINE SCREW USED SHNL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DOST,AND 74 12 10 9 75 55 35 - 14 12 10 9 B 8 B 5 14 12 10 9 B. 7 5S 4 •SEE *ATI USE FGR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 55 14 12 10 9 8 8 6 45 GIME®�91Fa 19 5'-O' 14 12 10 9 8 7 4 --14 12 10 9 8 65. 5 S5 14 12 10 8 BS 5 35 3 A3)N CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR 14 12 10 8 B 7-5 45 - 14 12 10 9 B 8 6 45 14 12 10 9 8 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WNL.FINISHES.ANCHORAGE SHAUL BE AS INDICATED ON 14 12 05 75 ss a.3 - - t4 72 f0 9 8 75 55 4 14 12 70 9 8 8 45 35 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON'VINYL SIDING OR EWS WITH OR WITHOUT METAL STU05 CONSULT 7N0S ENGINEER.FOR 14 12 f0 9 8 8 fi - 14 12 10 9 8 8 6 5 14 12 10 9 8 65 '5 3S INSTALLATION INTO DFS WITH METAL STUDS SEE SHEEP 20. 6'-0- 14 12 10 9 7-5 Sb J - 14 12 10 85 7 55 4 3 14 12 8 8.5 55 4 3 - 14 12 10 9 8 8 - - 14 12 10 9 B 8S 5 75 14 12 10 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 85 55 3 - - 14 12 f0 9 8 eS 45 3.5 14 12 to B 7 5 d5 J -1/4'0 TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 01'I.T.W.BUILDEDL 14 12 f0 9 8 6 - - 14 12 10 9 8 7 5 4 14 12 f0 9 75 55 4 3 - 1/4-0 x-3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7-0. 14 12 10 B 65 4 - - 14 12 9 75 6 4S 3.5 - 14 105 7 55 45 35 - - -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_ ,4 12 t0 es 7 4 - - 14 72 10 9 7S 55 4 - 14 12 9 7 7.5 45 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 55 45 - - f4 12 t0 9 75 55 4 - 14 12 9 7 e 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. ._0. 14 12 10 9 8 65 - - 14 12 f0 9 8 4 - 74 12 10 8 6S 5 3S - NOTES: 14 12 85 7 55 3 - - 14 12 8 65 55 4 3 - 25 BS s 5 4 3 - - B_I)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 75 8 - - - 14 12 95 a BS 5 - - 14 12 8 8 13.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1-. 13 9.5 6.5 5 3.5 - - 14 12 10 8 65 6 - 14 12 8 65 5 4 9,_0. 14 12 10 9 e - - - 14 12 10 9 75 .5 - - 14 12 85 7 55 4 - - B.2)MINIMUM EMBEDMENT OF 1/4-0 x 3/4'ALL POINTS SOLID-SET ANCHORS SIAL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 713 75 14 11 7 53' 5' 35 - - 11 B 55 45 3s - - - EMBEDMENT NTD STUCCO SHAW BE PERMITTED, 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 a 65 45 - - - 14 12 &5 7 55 4 - - 14 05 7 55 6 4.5 - - E)OSr.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 8.5 55 4 - 14 12 9 7 6 45 - - 14 11 7 55 45 3.5 - 10'-0' 14 12 10 9 75 - - - 14 12 10 8-63 5 - - 14 12 B 8 5 4 - - 8.3)N CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE ETOSTING WAW OR FLOOR, 14 IOs 7 5 2: 10 75 5 4 3 ANCHORS SMALL BE LONG ENOUGH TO RFACH THE RAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 55 - - 14 11.5 9. 6 5 4 - 25 95 6 5 4 4 NOTES B.1)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR ED'S WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 05 8 5 - N 12 8 65 55 4 - 13 f0 65 6 4 3 FOR INSTALLATION INTO EIFS WITH METAL.STUDS SEE SHEET 20. 11'-0' 14 12 t0 - - - - - 14 12 9 7 8 4S - - 74 0.5 7 55 45 35 - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. -5 95 5 - 12 9 6 45 4 3 9 7 45 35 3 () 14 10 7 - - - - - 14 105 7 .5.5.4.5.- - - 15 8S 5.5.4.5 75 - - - ATS 7 4.5 - - 14 is 7S e S - - 12 9 6 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 72'-0' t4 12 to - - - - - 14 12 8 s.5 55 - - - 13 to 55 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: I15 85 4.5 - - - - - 11 8 5S 4 33 - - - B 8 { 3 - - - - LWIMUM ANCHOR SPACINGS ARE VINO FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 9.5 8 - 13 95 65 5 4 - OS 8 5 4 13Y MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. awog5 - - 14 LOS 7 55 45 - 11 85 55 45 3S - REDUCED SPACWG OBTNNED USINC izu n.5 75 s s - - - t2 9B aS 4 - - - FACTOR 8 - 107554 - - - 7.5 55 4 3 - - - - ACIIJAL TAPCON WITH ADVANCED TAPPERt e5 - - - - - - 12 s 6 45 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON ALL POINT SOUD SEE BLUE TAP W/CAP6 - 13 9.5 65 5 - - - - 05 75 5 4 - - - - 1 HV BLADE OR DICTANCE iHREADFORIM TECHNOLOGY MIN.SPACING 12 - - - - - - 14 105 7 55 - - - - 11 85 5S 4.5 - - - - ED. MIN.SPACING=3' MOL SPACING-3- MIN.SPACING-3 1/2' MN.SPACING 3' 3 3/4' 4' 7.5 - - - - - - 9 7 45 3.5 - - - - 7 5 35 3 - - - - HV BLADE W POURED CONCRETE& TOURED CONCETE �E ELOOR POURED CONCRETE d POURffD CONCRETE&PORED CD27ETEcaRaETETiOOR 811 8 55 4.5 _ _ _ _ 9 B5 45 - - - - - HV WINDOW Mx ESD.•B3'� MINELL-31/2'LOLED'.21/7 NLCRETC,LOCKCOQ83OCKIAN EA.3 1s'MNFLL.21/Y - - a5 10 ss - - os s s - BLADE WORKING 3- t.o 0.90 1.0 0.78 1.D 0.84 1.0 - - - - 85 65 4 - - - - - 6.5 5 3 - - - - 2 1/2' - O.Bt 1.0 - - 0.67 1.0 - - 0.5 8 5 - - 85 6 4 - _ _ _ _ IN UNISON ♦ 2- 0.71 0.5E_ _ _ _ _ _ _ TS e5 55 - - - - - 9 g.5 45 _ _ _ - - t3/4' - 091 _ _ _ 0.43 - - - - _ _ _ - 2S B.5 6 - _ _ _ _ 10 75 5 - - - - - 1 1 2' 0.35035 - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone "n,` p.TIL(/AA7j7' ©2015 EASTERN METAL SUPPLY,INC. ��'" rJ BERTHA HV. '�ENSF ` 1 L E C O INC. A.S.S.A. Accordion Shutter System c = TLV.RAM#1 W/OR W/O ITV.WNDOW MADE American Shutter Systems IEV.N DESCRIPTION DATE DRAWN ef: M.L. TINT TESTING & ENGINEERING COMPANY STATE OF Association, Inc. 1 OLD 11-192 4/13/15 OATS 4/13/15 6355 N.W.36th(,SL.Ste.305.1V2GnM GARDENS,FLORIDA 33194'268 Westroads Drive 2 Phone (305)871-1530.Fax:(J0.5)871-1531 DRAWING No DR ���� c-mote 61fG067aol.com West Palm Beach, FL 33407 s '''�;cSSIONA�F a•``�� WALTER A UfRTJr,P.E. S-OSS P.E.AAS�ERAL' I��IATURE/DATE FLORIDA Ue.e 44167 5 SHEET 6 13 OF 20 0 h1 N N z c 0 N >-. 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