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HomeMy WebLinkAboutProduct Approval RECE1`.'"D JUL 2 8 7016 •'y� �. I llti. ' o t e a �. r --- -- Llorida Departrnenta BCIS Home I Log In User Registration Hot Topic Submit Surcharge c Stats&Facts Publications FBC Staff BCIS Site Map j Links Search Business (61?r.d.lt ISLE essi nal Approval USER:Public User � ��;" Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# F2014 Application Type Code Version Application Status Comments Archived Cl Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley [rodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordio Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report-Hardcopy Received Florida Engineer or.Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By.. John W.Knezevich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 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 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- 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 for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and AS 89.2 Bertha HV Accordion Shutter-Blad Ex ruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-0 ( p and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created b Independent Tbird Party:Yes Design Pressure: N/A zvetuarionkeports Other:Large missile level"D".Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI 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 HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.pdf 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 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Neat Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455,275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: -' ECI'PCf M 0. Credit Card Safe RECEII":U i; G �T"9 TLE Co GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)WAS SEEN VERIFIED FOR COMPLVAY'E 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. �+ DESIGN WIND LOADS SHALL 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 BE INSAUFD WITH A CIRECTIONAIITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.)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-1: H- BLADES OD dt d1 BY MULTIPLYING THEA BY 0.6 IN ORDER TO 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 OVER STRESSED,A 33 9 INCREASE IN ALLOWABLE STRESS FOR VA40 LOADS WAS BM 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 S'STei'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VER!FIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMEILY 38-44 SHS 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 10214.01-03. /0715.01-03,(1004.01-05,11214.01-05. 80317.02-06,f0609.01-10 AND 10210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1966 AREA 2' W BLADE(1)AND W WINDOW BLADE 64 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 APPLICABLE) -HV WiNDOW BLADE 8 10505.01-08 A5 PER ASN, E-1885 AND E-1995 (.MISSILE LEVET.D.WAND ZONES 1. 2.3) BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. HV BLADE(D AND hV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENEbL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-AI, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HTV SHEET 8 3. BERH.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275'AND 114x1.75'RESPECTNELY. 410-HT MINIMUM SERIES THA STAINLESS STEEL SCREWS WITH 135.0 k.i YIELD STRENGTH AND 1130 kai TENSILE STRENGTH. PINS SHML BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED Cf"NTERMATE ALTERNATING OETALS FIV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUS BEAR THE EPA MARKING ON THOR HEAD. EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INOICATM ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH 50 ksi MIN. Y"ELD STRENGTH AND 90 W. 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 SAJNLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 IN BLADE 0&0 WORKING IN UNISON: 12, 13 & 15 END CONNECTION DETAIS 7-12 & X.WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SH'IrTER SYSTEM HEMS A U.S. PATENT 16'779.582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT (5'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. GG.. 9. R SHALL BE THE RESPONSIBIUY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE LIED ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PEROF HURRICANE WARN!NCS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE A`L ENA AND HDA 4' HV WINDOW BLADE ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAT.ON AT ACCORDION SHUTTER IN ACCORDANCE WTH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION sHUTTEi SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THS 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 CONDITICNS DEVIATE FROM THE P.E.D. (b) CONTACTOR 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 RESPONSsiury. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MENTIS. (d) SITE SPECIFIC PROJECTS SHALL.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO T-IE P.E.D. ENGINEER SWILL SUBMIT M THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)'ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. VIII FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A. T/ A7x7j O 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM `* LO Accordion Shutter System I S S A■ KV 81-ADE//1 W/OR W/0 KV.WNDIDN SIAM / American Shutter Systems ZEV.W 13ESMP110% GATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY A930C�atTOn, Inc. + OLD 11-192 4/13/L5 DATE 4/13/15 EOF 633]N.N.361W.5L.Ste.3a5.V3lGIAU QkROM,NLCROA.331 DRAWING No �.ci'•_�i _ _. " �: 4268 Westroads Drive 2 Phase:(305)071-1530.Fax:(305)671-1531 ',�LPSi., �((r � a- 0:elt-0-1- West Po!m Beach, FL 33407 3 ONAL•EN�\\\\\\` WALTERA.TIUR-0006719r.P.E. 4 15-085 phU +TUTU+\ P ORVA UE.f 44167 S SHEET P.E. SEAL�S��RATURE/DATE 6 1 OF 20 :3•.r "ZON tum�.` @ VARIES r.as1•_ `+`. of .9fEN 200_.; 0_454' "� m �`' n 090 v [.cT-- !_.. . _..a.s7, a„ I 4.365' d e _ 4.857' �lY SOLID BLADE r� S75 A$ '5,HV 90'f 180` STARTER r1, rOf ` S)HV UNIVERSAL FLOATER - m; i.R:C UNDER US PATENT ¥ 5458'79 "/ QUALI%IED FOR JSE W/ QUAtJFIED FOR USE W/ HN' BLADE10 i 4DH_Y DIRECT MOUNT HV B_AO= 'iCk HV WINDOW BLADE* 6CCS-75 ALLOY AND TEMPER QUALIFIED FOR USE W/ MJ E063-TE ALLOY AND.rF\f?ER 'SEE LIM:TATIONS O USE OF BLADE @ Ox SKEW i5 6053-IC ALLOY SLADEM TEMPER ..371., 6063-T6 ALLOY AND TEMPER ]_224• f.SpJ' .124' .-I-c3 I T � ._ _ 065" } �`,as to (TYP.) 670' 0i 2.67C" .n - _ c' c .954•i__ .6 5.000 670• 2226• .1 "? X072 N 8d2 o ' r 1.697' 2-092- ER .0_2'.. 3: 7�HV ADJ. ADAPTER WZLIP --4.-4 _.o___. 125L n` S _t_a75 _ a.a72 I o.g,�. .920 1 1- 3.226 QUALIFIED FOR USE W/ HV C8)HV WALK-OVER TRACK � '6"'HV ADJ. FLOOR TRACK BLADE 11 QUALIFIED FOR USE W/ HV "J HV TRENCH TRACK 5: 3.750- �J 6063-T6 ALLOI AND TEMPER SLADE 1 QUALIFIED FOR USE W/ II'V /"� QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A(P TEMPER BLADE01 ONLY. l,ltj HV RAING�RD BLADE N .t 6063-T6 ALLOY AND TEMPER. QUALIFIED FOR USE W/.HV 6063-T6 ALLOY AND TEMPER nj 4'An'IL; 1.938'._ BLADE/i1 _ y Mei- t 9/5• 4i i VARt2S 1.936' 6063-T6 ALLOY AND TEMPER 1.917' . - c: .a! . .093' .093" o� v:i I 1t r-q _- .. 100' n' 125' •060' 670 oa :osp oss b �. }6701 1.666' : .a 'P•2'tiA fi70" -L i 3s29 11) FIV CEILING HEADER �� HV HEAD{ER/SILL 113 HD CEILING HEADER/SILL O4ALIFTED FOR USE W/ FIV BLADE(I;ONLY, Q`3d'LIFIE60633-TOR E5ALLOY AND TEAMPFp) h7i.Y QUALIFIED FOR USE W/ HV BLADE(I) �41 HD WALL HEADER/ $ILL SEE SECTIONS FOR VALID[SW17 SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. % 6063-T6 ALLOY AND TEMPER k �• T1 I COMPONENT ATI T2 .i...t 2" 5•MAX.; t/8' 1/8 3' 3' 10.090• i 2. 5'MAXI 0192' 0192' X 16 SIDE ANGLES -------e - I -= - -0.790' 0.190' �. - QUALIFIED FOR USE W/ HV ALUMINUM ANGLES C9 ? _' 2.5' T MAX. UO CORNER PQSTS �9 . BLADE(1) QUALIFIED FO USE W/ HV ___ ,_ QUALIFIED 8 ADEUTSE W/ HV, 6063-T6 ALLOY AND TEMPER SLAD£k11)ONLY. 2' V MAX.j 0.139• 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane Zone ""'Mp. je�fv7j�' 0 2x15 EASTERN METAL SUPPLY.INC. '�.c�ENSFr''`� _— BERTHA HVTM A A Accordion Shutter System 1 L E C Q I>N .I KV.BLADE,#1 w/CR WTD KV.wlrmW H.ADE k= American Shutter SystemsscRrn«, oATtDRAWN g, M.L. TILLIT TESTING & ENGINEERING COMPANY ct, 268 W stion, Inc. , OLD 11-192 F/13/ts oAre a/Ia/Is $TATE DF ey es33 N.N.35M 5)t.sta.303. .F= (305),nasal Pit 426& Westroads Drive z Pnane:(sa3)8n-1530.Pmc:{sos)ar1-153} DRAWING No ''i O''•.FtORi� .''��� a-mail:hllaevOaPl.eom West Palm, Beach, FL 33407 3 .� E6-OOa67,9 15-085 WALTER A.Turr Jr.a.0 4 P.E. S��tffd(it�IA11��iE/DATE �0A La.d 44,67 6 SH 2 �OF 20 SHUTTER ASSEMBLY SCHEDULE FOR V (1), HV A 3/8*0- HV at-ADE41 40 3 � T T J"CE .?1625* EocE CA @ I-V SLADE "A 3 J,-/Vf.NDTyx BINE 6^'5* -9- _. --1------ : HN LONG RECESSED NYLON BUSH= &ADE'S , 7 i Y Kl;'J--K'E h"V S,'O:RT R---C=SSEC-.NYLON eJS-itNG �Izt,g f5 HV P:YLCN HA- WASHER (DOR OCIERICR 3 HV WHEEL CARRIAGE AJISI 302-303 SERIES .4 //T' 0.870`0/iIS" TH-CK NYLON WHEEL. 3 C44- '7'. 2 150* x 2 7/8-M.N. HN WINDUIV O.158'0 A:5! 302 SERIES S.S. RIVETS1-43wo SLPARATICN i EN 3�7500* HV 1 3/4- ACCORDION PIN W1 #5 HEAD EXTERIOR 3/4' O-ENINGS ON C GTE @ HV 2 3/4" ACCORDION PIN W/ JF HEAD 3 -6- -- I r—* -t CLEAR . ; " TYPICAL HV WINDOW BLADE POLYCARBONATE IMPACT RESISTANT HV VANDOW ; .. rwEE AND POLYCARBONATE W WINDOW DETAIL —0-39 1 3 (D OR (fb or N.-.& It"TIE NOTE FOR % Z..IREMENTS) 1Q OR PO CARBONATE IMPACT RESISTANT-�M_WIDQ W BAYER-MAKROLON 3103 POLYCARBONATE 12'LAIN, CE RESINS, LIV-STABILIZED, GRADE OR SABIC To BLADE 8(TT)M INNOVATIVE PLASTIC LEXAN 103 RESIN OR (SEE NOTE "F- ON SHEET 19). (1) [IV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR f T 71 BOTTOM KNUCKLES OF W ACCORDION SYSTEM V// HV(DOR HV @ BLA-DE� EXTERIOR POLYCARBONATE SOURCES FOR 44 WICAL SHUTTER ASSEMBLY APPLCABLC RF U3 TYPICAL PRIWERI'a STANDARD (2) HV PIN @ MAY BE USE HV PIN OR AT IN LIEU OF (9 AND ONLY AT CE IDR, EXTERIOR BOTTOW KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324*A BLADE's KNUCKLCT BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (SEE NOTE * FOR SPECUIC GRAMTY AS.0132 GOC3 lb/.* 0.043 wr .04 " M REOUIREMENTS) �-87r- TENSILE YIELD STRONG-W AM MID 9.400 p..L 9500 P. THICK S.S. WAS)- (3) HV PIN @ OR @ W/ 1/2" O.D. 1/115' WASHER 11MRAL STRONG'VI Al nw ASN KIM IZ500 P+L 13,400 p�j. nJXURAL MODLALUS AM DM 340,WO p.,k 345.000 P..L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET MIMED MCDAcne 02% 16 rr�t. 17 1T,-Z,-,. FRE SMAM 1BACIEWSOCS, MEL CARRIAGE DETAIL 9M<E 08"S"Y ASY�DZU3 47.2 x U.5 x wy. REMBLY LAYOUT' RATE OF BURI� ASM DLZ C-I cum C-I CLASS SELF MITCH ASN DIM 1040 T' 990'F AM 0153 ?arms STRUM AFTER W-FAYIERVIC ASTM&M 930 P.A. ID a 01) HY BLADE SOLID & HY WINDOW BLADE DETAILS YET"%TRESS IIEFORE IYEA711SAIND P.,� 11880 P.I. N.T.S. FLORIDA BUILDING CODE(Non High Veiocity Hurricane Zane) 01%'ZAIER A 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM J? wAccordion Shutter System /7TI LTE C 0 A.*SwSAw KV,MADE#1 W1 OR W/b KV. WWOW BLADE American Shutter Systems Ev.w DEWRIPITM "It DRAWN BY. M-L TILU TESTING & ENGINEERING COMPANY p, ATE OF 8355 N.M.36th St.St.305,VRG:NA GARDE1456 FLORIDA M16E Association, Inc. I OLD 11-192 4/13/15 DATE- 4/13/1-5 pho', :(305)571-1530.FDA:(2100871-1531 4268 Westroeds Drive z .—I:6TteeoOPPl.e9m West Palm Beach, FL*33407 3 DRAWING No ....... M085 NAL 0 WALTER At MUTT Jr.P.E. 4 mac'Li..#44167 5 P.E. ft,/,mi4kTURE/I)ATESHEET 4 OF 20 CY•V d *-NOTES ON HV LOCKS AND CENTERMATES -a Ca 'C$: 1 MANDATORY2' VCaNlmtar4 It. ONE F}V LACK®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN I EL 12•ABOVE OR BEJ�OYI ]12 OF SHUTTER SPAN FOR St. UP TO 105',AND FOR INSTALLATIONS AT ANY } ELEVATION. FTV LOCK i�2�or f�5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATAcHio TO 6 OR g I CENCALMATES Wf(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION 0=LOCK SHALL BE AS INDICATED ON I �o.t„4�ja• { �� TYPiCAC SHUFFER EL.EYATION. i g CIS,ca2 •, — 2- !f DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV j I 1 LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CEFRERMATES OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. COCAT}ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SH'JiTER ELEVAMON. q9_ IN8= 3 . OPTIONAL COND11ION J2 NAUD EN b"RAM CONDITION#I OR LIMITED MANDATORY CONDITION !I ( o ..t JZ ISL - H V LOCKS) LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 ar oa�6 oa ca 4 ( f y°" BE USED IF DESIRED To ENHANCE SHUTTER PERFORMANCE- LOCKING RODS 0 OR AN ALTERNATIVE DEVICE I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MAWATORY CONDIRON I2: ONE HV LOCK( 2f SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN tJ T I AND INSTALLATIONS A7 ANY ELEVATION. t1V LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, I ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS ip �' Hoc-Jrvc �) `/ AT TOP&BO OM 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. 6Y`g 5. s 4 t' SS • ONE ALTERNATE FN LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND - }65� � I �a'� INST TIONS AT ANY ELEVATION.AL ERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACNMENF >n3 �_y� I Nc OF 1/4.0-20x3/4'S.S.THUMBSCRilV TO OR CF-NTERMATES SHALL Bc MADE W/ 1/4'0-20x3/4 ALUM. V oo L' � .N,,�/" $ � RNNUT AS SHOWN ON SECTION FIVE, SHEET e. ONE LOCK SHALL 8E USED AT Sf2 OF SHUTTER SPAN OR TWO f a®g : ; COCKS AT SJ3 OF SHUTTER SPAN. 6 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®or @ MAY BE USED AS AN INSIDE OR It OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATI:S W/(2) 1/4'^20 x 1/7.'LONG FLAT HEAD S.S. SEE ENO MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS CONNECTION y : OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. W/ DETAILS ON SHEETS 10 to TYP,Fli_L n HEIGHT. 1 *NOTES ON HV "T" LOCKS AND CENTERMATES• I `'_-_ OF CORNER -. . . ....... .......� i 1. SFCIIND ALTERNATE TO MAUILATORY CONNibN I7 WAD 0F8 Y FOR F}V T I OCK A"'D CENTFR4:A7ES ANb t CEN:ERMATE 31 �ONE ALTERNATE HY'^}�LOCK MAY BE iHS7AU-ED LN UEU OF HV LOCKS�OR�FOR ANY SPAN AND j��`;cWoav• 70 Da`$ w •. a I STALtATION AT ANI'ElEVA710N.AL TE LOCK® Y BE USED AS AN INSIDE OR OU IDE LOCK. ATTACHMENT ,YIN OF LOCK�!ALLUDES USWG REINFORCING LOCKER{�j,AS SHOWN ON SECTION HVG,SHEET 9,WHICH MtiST BE l"l` 3� �j I� CONNECTED TO CtIQTERMATES�ANp�W/ 1/4.0-20 x 1 1/2'LONG 5.5.THREADED BOLT W/7/6'0 x 3/32' U 7 'Roo 61.07 -@8 c" MAX MUM A80V/A D48ELOWIMIDSPANS USE00F TWO CO KNG RODS TOP AVD OTOM 1S MANADATORY� Oft 72' @' >8-1@''@-08 •©of C'C'°"@.C3- 9,''.05_° 91 C6 *NOJO LOCKS & ENTERMATES: DCfMRYATE �jj OR 3 W/M : ONE ALTERNATE HD LOCK(D MAYBE USED IN UEU OF TYPICAL 1) HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 8 MAY 8E USED N.T.S. AS AN M OE OR OUTSIDE LOCK..ATTACHMENT OF HD LOCK g TO @ IS W/3(8 x 3/8'F.H.S.S.MS.,AND INCLUDES REAFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-FNB AND HDC-HVC,SHEET tO.LOCK MAY BE INSTALLED AT MtDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @IS COMPLETELY OPTIONAL_ 0-R19A BUILD111 CODE( on High Velocity :Jrricane one 0 2015 EASTERN METAL SUPPLY, INC. yCENSF'T�9 BERTHA HVTM !L E C Q �>K z. A,$ „Am Accordion Shutter System KV.BLADE#1 W/CR W/0 H.V. WINDOW BLADE American Shutter Systems DESMIF71OR DATE DRAWN BY-. M.L. - TILUT TESTING & ENGINEERING COMPANY �STATE OF a ` 6363 N.W.36M SC,Ste.303,NNa%M GAJDEN6,F1A100A 331SE Association, Inc. I OLD 11-192 4/13/15 DAM- 4/13/15 R G Phone:(303)871-1530.Fox:(305)871-1537 4268 Wastroads Drive s DRAWING No ��'rKC'• `�� a-man:t:Recoccol.mm West Palm Beach, FL 33407 3, r����yss/OIUAI E� ` WALT �1ar.P, 4 5-'085 P.E. SEAC/F31ISMtlI /DATE FLORIDA Uc.0 41167 s SHED OF 20 --CONCRETE ANCHORS POURED CONCRETE -- POURED (SEE SCHEDULE ON OR CONCRETE BLOCK i v POURED CONCRETE- SHEET 13 RcOJIRED / ��Y^FNE SCREWS 5. CONCRETE REQUIRED \, ) CONCRETE ANCHORS RcOU'REO ,� t• r"'� Fat V� /... . (51:c SC14ECJ.E Oti r W/i/4'-2C ?--7 1 _CONCR_`i_AUChORS {r 7 ! i 7 ?{�$�W(5A —(�ua.N-nG S ON SR.E-7) I ,.� // jr ,-SHEET 13) �;NVS B 12.O.C. ff�%`11 (S-E SC`i°RULE CN SNEEr 13) fJ` '/. !. I"_ f f i /7 i• j...I_ Y I Q %.'1/4.0-20x3/4-SS. - MACHINE SCREWS f i -EC�•.L"C ' OSNG 1/4---Z)NL.S f/ z`t 12" E.C.4 . ,/ % / r .2i^.'M.1 .r._ b .} _.�t OR 15 '/ l -.�-,- �% t5' % 1 p•/ `iii r ' E�O+/(7I- Y- •. .I �� Ate. .250'Vu 0-TIONA, I I i i t SVWWON TOMMM L 1 tt iiii E9AaEm 11 OR 17�* EXCS7 NC, M'N,SEPARATION TO GLASS a:9fCT70TOR I I .� GV,SS --(SEE SCHEDULE ON SHEET 1') '- EY.ii nw g r�.y{� r .i4�N.SEP.+Ps1[IO\TO CLASS - / .. 1 (SEE SCHEDULF 0`.SHEET 11) -._-,__-- .. _�_ _ __... GLAss O HV WALL HEADER INSTALLATION �'1 HV WALL HEADER INSTALLATION - -—• HV WALL HEADER INSTALLATION + KEYSTONE EdISTING MIN,SEPARATION TO GLASS r + •1 GAS- wr.gp V _.` OR (1'AA�* --�-`_ 1 I -� E%ISTiNG (SEE SCHEDULE ON SHEET i t)---- ) ro a,5s( I I CI PAIN.SEPARATION TO GLASS GLASS, _-?i` FOR RJOE 7 (SEE SCHEDULE ON:SKEET 11) SHEETSHEET ON i9 - A EXISTING i �-OPROEb1L _ y CLASS- iIi iii Y y� i I i 1/4 an ME. •+ }; Maa CPTIONA. } } I+ E.U.+ 0.+ /� 18 ED ED -7 T _.13 OR PHILLIPS HEA MITI. ;-EQ-4-ED= PHILIPS TRUSS HEM _ i 7 1/4'0-20x3/4'SS,PSCRES rf MA:.HINE SCREWS USING CONCRETE ANCHOP.S .TRUSS HEM MACHINE SCREWS \ 17 R 18 - 1.(SCE SCHEDULE ON — W/1/4--20 NUTS o 12-o.C. 1/4--20 NUTS i2'O.C. P '-CONCRETE SCHEDULE ANCHORS / f 1 I�= POURED CONCRETE SKEET 15) (SEE SCHEDULE ON SHEET 13) / / ' Min. OR CONCRETE BLOCK FOUREO CONCRETE / REQUIRED OR CONCRETE BLOCK -._✓__.;y_�!__._ I&PNCRETE ANCHORS WALL REWIRED HV WALL SILL INSTALLATION % (SEE SCHEDULE ON T)HV WALL SILL INSTALLATION OD POURED CONCRETE._- SHEET 14) OR CONCRETE BLOCK WALL REWIRED NV WALL SILL INSTALLATION NO FOR COMBINATION Qr SEOO 5: INSTALLATION DETAILS W I 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E 0. =EDGE DISTANCE + SEE IMITATIONS OF USE FOR �.T/ HV BLADE ASSEMBLY SEE SPECDFCATIONS ON SHEET 13 2- MOUNTING SECTIONS CAN BE COMBINED ( ) BLADE IA ON SF 19 IN ANY WAY TO SUIT ANY INSTALLATION. 111111111fLDRIDA BUILDING CODE(Nan Sigh Velocity Hurricane ZGne ,��R"•:••f� �f'T����4 ®201 S EFSTERN METAL SUPPLY,INC. ` . •LICENSE' __, BERTHA HV- Accordion A S A Accordion Shutter System t fTIL EC V iNt. ■ ■ ■ ■ RV.BADE(qt w/OR wJo Kv v1tt+DOW BLADE American Shutter Systems DESCRIPTION DA1t ORAWN Br: M.i_ TE OF :�� ING do ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 0553 N.W.%U,.%,Ste.305•NIR"GENS,FLORIDA 331 4268 Westroods Drive z th icy�r Ptw.:(305)877-1536.Fm:(305)871-1535 DRAWING No r''��GS TONAL y j7SAAi!!7T �Ti�,Na�.�� �i15-08- WALTER 5— 0$5 wa<i� irr5 SHEET FLORIDA U.. 4187 E/ c West Palm Beach, FL 33407 s P.E. 51N1�ATURDATE 6 6 OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 & I S S---NOTES ON LCCW--%C RODS@ HY LOCKS(23.1(5 INSTALLATIONS Wj 9) HV AVO ATERNA'a NY LOC SACK OErXL W iS VAUD FO!AU. I 0�61 IN EXS-1:NG GLASS BLADE W/ HV CENTERMATES Ce!T-ER1AArES ASTFUCNION S-AZE(D OR CONNE21QN CLASS DETAILS QN SHEETS10 & 19 7 3 1/4- 7. (6053-T6&LOY)ALUM. OPPOSING SYMMETRYCAL ANCtl W/(Z)1/4'0 TAPCON t1/2' w AINC-IORS TO CONCRETE �CINTIRMAT.E.��' CENTERMATES pa.3/4 LOC TO GLASS K Y'L�VPOK�or (SEE SCHEDULE ,4j1j1w/2 AT EACH ANGLE (TV) C.FULL LEN94. i ON SHEET 11) 5 3§� 1N:] j 5 i 94;r 1/2* 0i 0 C3) '--0 a (D2 ouT HVQ HVQ CONCRETE OR HVA EXISTING GLASS PCOUIP :ER&E BLOCK WALL IN i X S1.0N EXSRNr I@. SYMMETRICAL TO GLASS NN EX:SI1Nr CENTERMATES (SEE SCHEDULE CLASS HV LOCK 66T OPTIONAL ON SHEET 11) @ '(INTERIOR) MIN SEPARAMON -9,0 �6 CLASS t (SE SCHEDULE IN — E "T=L ON SH 11) (vIER,OR) - I -CONCRETE/ I ANCHORS 0 16, O.0 0 3 VARIES 2 6-1/2-VM.SLACK Fo-u-T] HVE HVF** HVQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ©2015 EASTERN METAL SUPPLY,INC. .. BERT VTM ........ ENAccordion Shutter System TL77EC 0 INC. A.S.S.A. RV.BADE#1 W/CR W/O KV.WNW BLADE American Shutter Systems ZEV.NJ DESCWTIOR DATE I DRAWN BY. M.L. • TILUT TESTING & ENGINEERING COMPANY r 4/13/15 Association. Inc. I OLD 11-192 4/13/15 DATE;; N.W.30th.St,SM 305,MR04A GARMEM FLOMM 33161 2 '—ph—: DRAWING No (305)871-1530.Fox:(305)871-1531 4258 Westroods Drive 0 R jlDP .-Melh fitt.009-1— West Palm Beach, FL 33407 15-085 EB-OD06719 ........ J,P.E.5, 0 0'y v % WALM A.TILLIT 5 SKEET /DATE FLORIDA Uc.j 44167 68 OF 20 ALTERNATE INSTALLATION W/HV -T" LOCK 0 H MALE/FEMALE "T" LOCKS CENTERMATES aB) 4' & LOCKERS W/M HV BLADE SEE END CONNECTION DMILS ON SHEETS 10 & 18 INSTALLATION (1) HV BLADE OUT IN '''r^°=4 '''-0=14 CJSS Ian OSLACK OVQ_HVF.TKWAMa CP;�S. WZ HD CENTERMA ES �� AS%'EL AS U."ERS&F.OA-.NG SLAX 0 OVA.I.HW�-M IKOXkTED TH:S SKE�-,PAY 9 USE3%UH Ts ALY-MAr, INSIXIAMOCNSMUL M S,00M El THS SHEET. SEE END WALL CONHEOQM- DETAILS ON SHEETS 19 18 TO CONO� (Omwl) • ? '110.3/4 SMS.0 12' (4)H-v- 0 C,fix L!Nal. IN (4)H-V iI ... CrYP-) '@Av "T'. PINS(TY-4.) 7 J/4' PINS SMOO�avME 5 LOCK (INSIDE) 5 ((:Ur 31 OR I 3 (BOR\@OR 1/4" 0-20 x 1 1/2" S.S.M.S. -i (OPTIONAL) (wnmwj H HDC—HYC SEE NOTE 6 NOR W L W/ 7/8"0 x 3/32' WINGNUT. -W B—HVEI OUT -r-LOCK,ON SHEET 5 (91-1V "T" LOCK (OUTSIDE) SY AL HD CENTERMATES SYMMETRICAL HD.CENTERMATES t SERIES 94�ALMMN HVQ* @ VM/N LOCK (EXTERLOn Yl-&,SOCK (INTERIOR (2024-T3 ALLOY)�A`Ge FWAIE THIN 0-@-@ SHEET NUtSERT.PAIII 08"1 AS VANUFAMITED BY MOM adlurl -VO TEXTORN,PARSPPENY.NEW JERSEY 97054 OR EQUAL. Al 01 LOCMG RI)OtIO&MO)LOOKS M 9W 5 '(D SEE NOTES rt•+w DAMO auMW-MA 5 VHP FOR AU COYTERMAM Mil1CATOZ WIN SADEO D— VD** FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone) J C 2015 EAMMN muk sumy,Hin. -EV. System RV. LADE#1 W/OR W/O KV.WINDOW RAIX BERT-HA H 110 C;O- A.S.S.Aw Accordion Shutter 00*-3 American Shutter Systems MV.K. DESCRIPTION DATE I M*N M. 1A.L. TILLIT TESTING & ENGINEERING COMPANY STATE 5355 S.W.3W St.St.3W.VMNIA CAROM FLDRVA 3316t Association, Inc. I OLD 11-192 14/1 1510M 4/13/15 Phone (305)ET71-1530.Fa.i(305)871-1531 4268 Westroods Drive 2 DRAWING No .... .. -tYKil: t-4. — 4 4 0 ^cs5 Gl0West Pcim Beach, FL 33407 3 • IM-00097 9 —%p%j WALER A6 TTUR J,.jP.E - - —::# t FLOWA U..1 villi -5 SHEET . .... ATE 6 9 OF &�O.. POURED CONCRETE ,-POURED CONCRETE PDURED CON' POURED CONCRETE RETE OR /�* ,� , OR CONCRETE __ _ / OR COtiCRErE .. /� CONCRETE BLACK WALL 1` OR CONCRETE _15' _ . irr''T-" J BLOCK WALL REaJ.RED f i BLOCK WALL REgJ!RED REOU�RED i �' ,%� f BLOCK WALL REQU7RFD Y /\% / / �,/ j�1'� � I -Evsn,.G GLASS _ i GONG'•`-'T fti1CHD.w f / -'--- - - C % 2'U;N r t7t:SliNi GLASS c 15' C.C. ' f/ / / "cx75TING GLASS s� i. i' .7 _. - ---� ,(fi/, f� �- i' MN.SEPARkRON �> i� , i < i J,.. --- _C <` r0 ClA>S(SEE `� / f V' «- `/ WA,SEPA'AlGN � / � TO ON SHEET /� f t'T'��� I/ � r %�,' D E^ ` 'a GLASS(SEE �•� i` 11 FOR BALE t0Rti / SJ#nLXE Ott SFEET TO MASS(SEE % t / slaiEDLI.E ON SI-F,cT 1/1B'x3'MAX. 14_ ON SHEET 19 FOP. /` r 1� FCO 6A7E ,AV0 I S3f3XtE ON 5!!E---; . 11 FDR BLADE DAN0 (6x63-T6)CONT. SnA}�t0k a 0 __.__J1 FOR BLADE QA`6' (LCGATE A! --„- _Ott SHOT 19 FOP. ALU!/. CLOSER .. -- � � -� � ` I M 0a0&0 i!2• / i ON SF r 19 FOR E13r1:i2 srCE ti..7 y ELA S()&QA�{ PLA”-c. (LOCAs S I2"j / ` t it 'r---'" 14 G3 Q 0_ER- AT ERNER SIDE M'NLt j I tJ jj J 17. Mid:. `.`_-_"---�..� OF®) 1 4.USE 1'OF.2'l.1X. I g1OciJ2'S.A!.5.._./'� (AS APPLICABLE)x2":11b•><a._z. 1 •_-_---% - �1^_xI/2. - ___._._.�__/'' 0 16"O.C. .-_ -'"...... {J __ ALUMINUM CUP ANGLE tE'O.0 -� ------ + (6063-76 AL-IoO AT MK)HEIGHr f ) l4 _ -- 1 (1)A10x1/2'S.M.S.To(D& (2)1/4"0 TAPCONS AJCHORS TO I WALL AT 1"O.C. (LOCATE AT I ! 5�-- �.-- SEE DEIA:L%FOR. rC OR �� �) 0R @� ^ SIDE CONNECTION (1� EITHER SIDE OF(3)) 1 OR 1LY• ( SEE DETAIL X FOR O OR �` TO TRACKS ( -- -� SIDE CONNECTON A� tri7,,=+6 7«B D SEE DETAIL X FOR, Q. ^ « >67°v. �pj .�« TO TRACKS B«t0•tl'l^' «a.Y °'° '�'� a" SIVE CONNECTION i 1° >� ©©« TO TRACKS o-oa o c°-°�a . o aa©ao o®� `-�®�°«��o:®� ° ° °w© °.@- END CONNECTION DETAIL(J) END CONNECTION DETAIL a END CONNECTION DETAIL 3 END CONNECTION DETAIL Q d.REQUIRED ON!Y FOR SPANS GREATER THAN r-POURED CONCRETE OR / EXlST{NG GcfS"> CONCRETE BLOCK WALL j- COSTING - / REQUIRED / G!A55 4 = / IA.N.SEPARATION M $Pr0 1 S.M. TO QJSS(S1;E / S6' C. 0k$PPFWION 1 `L__�___�7 . /r 1 � 6 ORl�OR�OR I SCIIEDULEBADE QAhD ON S1-IQET CONCRETE_j'f 112'MIN TO CN(StEEI NCRVE''f`/ t3ttJ,lES(0& ANCHOR \ - -.-.-.- SON SHEET i9 FFOR MADE 0"OR �� ( OR i OR OR i COANCHOR ' 1 O S _ BLADES t do P ..- _ .._._ __ ___ i 1 0 9J _V ( /// j{ __ O.C. -=_ ...1/2'M'N..__"__--� !J / lr�'_ - _ / [ —j 4 '-( )CR@OR(t~t"�OR 2"M114. ~_-- //2-'MIN.//Eq f SEE LIMITATIONS OF USE FOR v \.•/ �:.•1' ( 5 J ,� BLADE 1�i' ON SHEET 19 i@OR@OR0OR(3ORg ViEW Y (\� / / V OR �� PLAN DETAIL X POURED CONCRETE.OR \ 6 7«8 iD•�a A'�,�fy� END INSTALLATION CONCRETE BLOCK WALL \ 10• �•®«©•��„l• « REOUIRE0 �, «�«�•�©•�« ©•p•Q «p•p•�« HV BLADE OR4A) HV WINDOW BLADE INTO « CONCRETE OR CONCRETE BLOCK WALL. END CONNECTiON DETAIL C5} END CONNECTION DETAIL 6 ° «�'� EIORIpA 6UILplNG CODE(Non High Velocity Hurricane ran6 0 2015 EASTERN META_SIMPLY,INC__ �- BERTHA HVTM EN as sA FLY.Accordion Shutter System ,y BADE#t W/OR W/O ELY.YMIV BOE A 'y 1jF, rid':iT American Shu"er Systems .tic DFscmFOON DAn DRAWN Br: M.4 Titi3i TESTING k ENGINEERING COMPANY Association, Inc. t OLA 11-592 1/13/1S DATE 4/13/15 STATE OF 6335 N.N.35M.SL,511x.365,VIRCM aRDENS.FLOMM 33161 9' Ptro6e:(305)871-1530.Fos;(305)871-1531 4268 Westracds Drive 2 DRAWING No ����F:•,• ORI �'C+a�.� a-ffw:tfft..ft l.e West Palm Beach, FL 33407 3 15-•385 s'tDiVA4��;taaaaWALTER A.oTLUT J,P.E . 6 SHEET P.E. S (L, URE/DATE FLORIDA tx. 4+167 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE N3 MAXIMJM SHUTTER SPAM*"L+" OR "L-" k0XIMUM SHUTTER SPAN* "L+" AAXIMUM SHUTTER SPAN*"L+" --- NO ft.). FOR INSTF_LAVONS W 195_' °TION LE9;VQ --�• `_ OR SwW ONE LOCKING ^.._.__ CENTERMATES. ® & � or or OR 'L-° (ft.) FOR R L-" ft. INSTAL INSTALLATi0N5 WI 'rV SYMMEIRI ENTERA� CONCRETE & WOOD (t} L+: MAXIMUM ALLOWABLE SPAN FOR A G+vEN W/ ONE N.Y. LOCK (a or 0 o•16 o, HV LOCKS �., MANSDRY POS•TNE A.S.D. DESIGN PRESSURE RATING. AD LOCK W/ NO LOCKUdG PODS 9r• ONE FN LOCK or or / OCKINv WALL A, B, C, D, E. h!, N. 0, P, 0, ASA OES�NO PRESSURE R SPAN FOR A G!VET7 N£GAT a£ C•_.NTERMAT_S & @ W/ ONE HV 'T W/ NO LOCKING P.0D5® ODS MOUNTING �, K & , R. S. &V. TING LOCK Q P(/TWO LOCKING RGQS® TOP & (SEE NOTES t,ttj 80TFQM SEE NOTES ,tt ('VALID FOR h'OjNmNG(,�i (2) PROCEDURE TO O=TFrtu:NE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING C. H, i, I7, J T, U, W 8 X WALL MGUINTINGS (T0"A0TTOM) OR FLOOR/CEIL!N^G: uAxCONCRETE k WOOD INSTALLATTONS lJ CONCRT 3 Vr000 MOUNTING tiS � AIVAV CONCRETE D.D� "S P. S As=K-w IN , S & M GWEN A POSITIVE A.S.D. DES'GN PRESSURE RArNG, PRESSURE WALL uVir(TING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+` FROM SCHEDULE. PATO RATwo RArm R.00R/CEIUNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, tt0!NRNG FLCCR/CE1UNG MOLNING {R•a.) (Rsf.) (p.y.l.) f, OR S�DR __ (�GR-7 _____ ___ (-OR-) fL00RRWALL NOUmiNC �L DcTERM VE MAXIMUM SPAN 'L FROM SCHEDULE. L t (0J t-(fl) •- t t (8) t-(ft) t+ (It)- t-(ftj I f (fl) L-00 U M1J(IAtUhI SHUTTER SPIV: 'L+"OR "L FO'n 30 OR LES IW-0" 16'-0' i6'-_0' t6'-0' _ 30 _ 16'-0' 16'-0' )0 16'-O" 16'-0' 14STALLATIONS INTO WOOD SMALL EE LIMTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 _ 14'-10' 14'-10' 75'-2' 16'-_0' 35 14'-10" 14'-1D' 35 _ 15'-2" 16'-10" 105 psf.AS.D.DESIGN PRESSURE RATING. LNimL)_I DETERMINED SPAN BFfW_T 1+'AND 'L•-'. '40 13'-10' 13'-1o' 1;'-2' 15'-2' 40 13`-70' 13'-10 - 40 14'-2" iS'-2" (3) -ROCEDURE TO DETERMINE MAXIMUM SPAS FOR _ 45 13'-1' 13'-t'• 1J`-4- 1T-3" ^�45- :3'-1' 13'-1" -45 - _13'-4"- 14'-3' 'I- HV CORNER CENTERMATE S3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOU'VINGS 50 12'-5• 12'-5' 12'-8' 13'-T _ 50 _ 72'-5' _ t2'-_5 -50 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Vi/ FL00R/CEILING MOUNit`7;5: 55 11'-10" I1'-10" 12'-1' 12'-11" 55 11-10" 11'-10" 55 1V-1" IV-11" SMALL BE AS INCtCATED ON MANDATORY CONDITION �2 FOR A GIVEN POSr,'P/E A.S.D. DESIGN PRESSURE __60 _ _114' 11'-4'_ 11'-7' 12'-4' 60 71'-4' 1 t'-;' 60 _ _10'»2' 10'-1 i' NOTE $5, SHEET 5. RATING: 65 10'-10' IO'-10" Ii'-i' 11-11" --65 10'-10" 10'-10" 65- 9'-5" iD'-1" DETERMINE: __ .. _ _..- -- - Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6" IG''-9' i t'-5' 70 10'-6' 10'-5' 70 8'-9' 9-4' L2+- MAX. SPAN FOR FLOOR/CE7LINC MOUNPNG 75 _ 10'-i' 10'-1- 10'-4' 1 V-t' 75 101-11. 10'-1' 75 - 0-9' tt EXCEPr THAT MAXIMUM SHUTTER S-AN_L+'OR INSTALLATIONS. _ $O 9' BG 9'-1C' 9'-70'_ 'L-'AND MA)6MUM A.S.D.DESING PRESSURE RATING FOR FOR A G9lEN NEGATIVE A.S.U. DESIG'4 PRE55URF _85•- 9'-6' 9'-6" 9'-9' 10'-5" 85 9'--6' 9'-6 INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3". ..e-3'. q.—S...._i o,'1._ __90 .. 9•-3:' 9-3.^ SFA1.BE LIMITED AS FOLLOWS: DETERMINE: --- •- - --- --- 1- CONNECTIONS TO KEYSTONE MOUNTING _ 95_ _9'-0'_ B'-9" 9'-2`__ _9'-10' 95 _ 9'-0' B'-9" Lt MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'•-9" 8'-4' 9'-0' 9'-T 7Q0 V-9. B'-;' LIMITED TO +64,-72 p.S.f. AND W-0` SPAN, SEE L2-= MAX.SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 .8-7' 7'-11" B'-9" 9'-4" _..105 8'-7" ' '7'-1 i' . _ 110 W-4:' 1--l' 8:-7: - 9'-2' 110 -W-4'- V-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 10 THE 1158'-2" 7'-3" 8'-4' 6'-11� 115 _ _.B'-z=..' r3'•- SEPARATIC.�N TO GLASS SCHEDULE MINIMUM BETWEEN "Lt+'. "Lx}', 'U- AND ,Lz-• 120 y8-0" 6'-1 t" B'-2-2' --8'-9' -120 8'-0' S'-il' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 1257'-1C" 6•--E_ _8'-D'_ _8'-5' 12_5 _ _7'`10'• 6'-B' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN _ 13p _ �T-8' 6'-5' T-10" _B'-_T_ 130 T-B' 6'-5, P RATING TO DETERM'NE MAXIMUM ANCHOR 135 T-T -6-2T-9' T-9' 735 -- - T-7" WIND ZONE MINIMUM SPACING. ._ 140 -7'-5'- 5'-11' 7'-7' 7'-6' '-140 '- 7'-5' s'-11' ASTM E-1996 SEPARATION --145..._. 7'-.3- 5_`9_.. ._7_5- .__7-_3.. 145 7--l' _3... _V-9. _ TO GLASS 150_-. 7-2� 5'-7" 7-4' 7•-0• ...-150 7,_2• 5% 155 r_D 5:_5 7. s'-s' 155 - - _o 1 THRU 3 1" 160 V-1 I'. -W-2• 7'-i' 6'-7" 160 .. - 6'-11' ' 5'-2 . 165 6'-IO' 5'-i" T-0'_ 6'-4' )65 6'-10" _ 170 6'-9'- -7=I V; 6'-L 1'_ W-2' 170 - 6'-9" 4'-1 175 6'-7' 4'-9' W-9' B-0"_ 175 6'-7" 4'-9' 180 • 6'-6' ;'-8• 6'-B' W-10` 180__ 6'-9'-� - 4'-8' \ 1 / E"�V BLADE. 185 6'-5' 4'-6' 6'-T 5'-8' 185 6'-5" 4'-6" `-.�',�' 190 6'-4' 4'-5' 6'-6' 190 6'-4• 4'-5' 195 6'-3` 4'-3` 6'-5' S-5" 195 6'-3" 4'-3' 200 6'-2' 4'-2' 6'-4' 5'-3" 204 W-2"_ - 4'-2' 205 6'-1' a'-1" 6'-3' S'-i 205 s'-t• 4-i" FLORIDA BUILDING CODE(Non High Velocity HDrricorie Zone ®2015 EASTERN METAL SUPPLY,INC. i<<� BERTHA HVTM AAS A ,,:• " • #• • /TIRECAccordion Shutter System O INC. ■ ►■S■A■ KY.MaDE1 w/CR w/o KV.NiNDW!eta ,t`lt�� TILLtT TESTING & ENGINEERING COMPANY American Shutter SystemsLy, DESOM110N DATE DRAWN BY:WAY. LG. P '1!C' Association. Inc. 4/13/15O E • 8353 N.W.36th.St.,Ste.305,VIRM"GARDENS.FIARDA 33I •r>ct�` --' "`��''— Phone:(305)871-1SW.Fay:(305)871-1531 4268 Westroads Drive z DRAWING No m a- aTI:the000aola m West Palm Beach, FL 33407 3 { EB-00067194 i 5-085 S+ �\��•� WALTERA. Lie. 44167 3 SHEET �'FrJ I@p(IS1G EjDATEs 11 ()F 20 MOMUM ANCHOR!' SPADING (Ip) kH�LF_FOR A GIM MAX, SHLITTFR SPAN. A.S.D. DESIGN NCA PRES$�R7F RATING ANDA CORRESPONDING MOUNENG TYPE FOR CONCRETE OR -CONCRETE ANCHORS SPACING-LEGEND POURED CONCRETE SEE uanml+cs A,H,C,0 ANO ON sHEEr 6 POURED CON1;REfE BLACK TAPCON OR A WALL HF E MOUNTING CA)WALL HEADER MOUNTING 0 WALL SILL. OUNTING U WAtL SILL OUNnNG C do F WALL HEADER/S:-L. TAFCON WITH ADVANCED SPAN u ®W 'NEARER M6tiNiiNG W/ W/ MOUNRNG T-IR:ADFORM TECHNOLOGY (it) ASDpES6N iEG4AE PiRSsIRE PA76r0 W,ASD.9E4Qi r�rr9NE PLia41fS WTNG ASD.OEsar BFcehE P +�'9M 9An+G W ASO.Ofnnl NECUNE PRISSRE lulu.W,1s9.OEMN lG�caNE P!{fsLRE Fu0r+0 WMAM.OESCoc N3;OxE Pt84Slizv Rril.'C ALL POINTS SOLID-SET 30 40 60 1 75 90 120 160205 30 140 160 175 90 120 160 205 301401fi0 75 90 120 160 205 30 w 60 75190 1120 16(1 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120116012M, BLUE TAP _ 14 22 70 8 8 6 b 6 T4 12 10 9 8 8 6 B 14 12 �12 9 B 8 66 14 12 10 9 e 8 6 - 14 12 10 H 8 8 6 55 8 ----"- 3'-O 14 12 10, 9 8 8 6 6 14 I2 78 9 8 @ 6 6 14 12 9 H H 66 14 12 ,7 9 -8 8 6 8 14 12 10 9 8 8 6 6 8 8 B 8 B e B 8 TAP?cROR L 14 12 10 8 8 B 5 5 !4 12 70 4 8 B 6 b 14 72 9 B B 66 ti 72 iD 9 B B 5 3 14 12 10 9 B_8 6 5 8 8 814 12 10 9 8 8 6 6 14 12 f0 4 8 8 6 6 14 12 9 8 8 616 14 12 TO 9 H 8 6 - 14 12 10 9 8 8 6 6 B 8 8 8 8 9 8 7 14 12 10 9 B B 6 4 T!4 10 9 B 8 6 fi 14 12 10 9 8 8 6 6 14 12 10 9 8 J - ti 12 t0 9 B 7 5.5 8 6 8 B 8 7 5.5 4 4,-0" 14 12 10 0 e 8 6 4 1I 9 0 8 6 B 14 12 10 9 8 8 8 6 t4 12 10 9 8 8 5.5 14 12 10 9 8 8 6 6 8 8 8 B H14 12 t0 9 8 8 45 - 10 9 8 8 6 4 14 12 10 9 8 B 5 6 14 T2 f0 9 8- 8 - - 14 12 10 9 8 8 s B 8 8 6 8 8 6St4 22 TO 9 8 8 6 4 70 0 8 8 6 6 N 12 10 B 0 8 5 fi 14 12 10 9 B e - 14 72 10 9 8 $ 6 8 8 8 8 8 8 7 S.5 14 12 10 9 8 8 45 - t4 12 70 9 8 8 6 3S 14 T2 10 H_ B 8 6 6 14 12 10 9 75 - - - 14 12 10 0 7.5 SS - B 8 8 8 75 53 4 3 * SEG A"11 CS 14 12 f0 9 8 6 �s - T4 12 !0 9 8 8 6 3S 74 12 t0 9 8 8 6 $ 14 12 10 9 8 7 = - 14 12 CO 9 B 8 6 - e B 8 8 H 8 6 8 14 12 10 9 8 S. - - 14 12 L. 9 8 8 45 - 14 12 10 9 8 8 6 5 14 12 10 H B 3 _ -• Y4 i2 1212- 8 7 8 H e B B 7 5 4 SPECT .EETIO 3 14 12 10 11 8 8 4 - 14 12 TO 9 8 8 6 35 14 12 10 9 8 8 5 8 T4 72 10 9 6 - 14 12 10 H 7.5 B 8 8 8 B 75 55 4 ON SHEET 13 14 12 10 9 8 55 J - 14 12 IO 9 8 8 4.5 - 14 12 10 9 8 8 6 6 14 12 9.5 T.5HV - 14 12 9.5 7S 6.5 35 - B 8 8 7S 6.5 4S 3.5 fi /2 70 9 8 55 _-_ - 14 12 10 9 B 8 4.5 - 14 12 10 H @ B 9 6 14 12 SD 94 - - 14 12 10 4 8 8 4 - 8 8 8 8 8 @ 8 75 6'-0" 14 12 iD 9 8 3 _ - 14 12 10 9 8 - 14 12 IO H 8 e 5S 75 14 f2 V) 9 _- - 14 12 10 9 7S 4 8 8 8__8 7.5 55 4 3 14 12 ,0 9 8 5 - 14 12 10 4 8 Be 4 - 14 12 10 9 8 8 6 5S 14 12 10 9 - 14 f2 10 9 8 C5 - 8 8 8 8 8 6 4.5 - 14 12 10 9 8 4 14 12 10 9 8 65 3 - 14 72 10 9 8 8 6 14 12 5 45 - - 14 12 B 55 5.5 - 6 8 8 85 55 4 3 7'-0" !4 12 10 9 8 4 - $4 12 10 9 $ 65 3 - 14 12 t0 9 8 8 6 - 14 12 10 9 5-_ - _ 14 12 to 9 8 7 - 8 0 8 5 B 0 75 6 14 12 10 9 45 - 14 12 10 9 8 4 - 14 I2 70 9 8 7 4 - 14 12 YO 5S - - - 14 12 S0 8 6.5 - - _ B 8 B 8 6.5 5 3S 14 12 10 9 75 .75 - 14 12 is 9 8 6 - 74 12 10 9 B 8 5 14 t2 SD 6 - 14 12 10 eS 7 8 B 8 8 7 5 4 t4 14 12 10 9 8 4.5 - 14 12 10 9 8 B - 14 11 7 - - - - - 14 17 7 5.5 3S - - 8 8 7 - 8'-0` 14 12 10 9 5.5 _- - - /i T2 10 9 B 4-5 - - 14 12 f0 9 0 8 -_ - 14 12 10 7 4 = - - 14 12 10 9 8 3 - = 8 8 8 8 6 73 7 4 - ♦SEE UMRATONS OF USE FOR S4 22 10 5.5 3 - 14-12 10 9 8 - _ - 44 12 10 9 8 5.5 - - 14 12 BS 3 - 11 t2 &5 7 4 8 8 B 7 55 4 3 BL/V)E tA;ON SHEET 19 14 12 10 9 5 14 i2 10 4 8 4 - 74 T2 10 9 8 e' - - 14 12 95 - - - - 14 12 9.5 75 4.5 - - 8 H B 75 6 14 I2 10 55 45 - _ - 14 12 YO 9 7.5 - - 14 12 t0 9 8 - 13 95 4 - 13 9.5 6.5 5 8 8 6.5 5 4 3 - - 4'-0` 14 12 10 65 4 - - - 14 12 IO 9 JS - - _ 14 t2 10 8 8 - - _ 74 t2 10 5 - - - - /4 T2 10 9 55 - - B 8 B B 8 85 6 3 14 12 BS 4 _ _ - 14 12 t0 9 45_ - - 14 12 fO '9 75 __ 4-215 4S - _ - 14 115 T5 6 - _ - - 8 _8 7S 6 5 4 14 12 10 B 4 - 14 12 10 9 7 - 14 12 10. 9 8 14 12 5 - 14 t2 8 6S - - - H 8 8 65 55 4 14 5129 5 3S - - 14 12 10 9 55 - _ - 14 12 70 9 B_ 15 83 15 BS 5.5 - 8 8 55 4S 3S - 10'-0"14 5 3S - _ - ti i2 YD 9 5S - - ib 72 f0 9 B - - _ 14 12 7 - _ - - 14 12 10 75 5 - - - s 8 8 8 B 75 4.5 14 3 - 14 TZ TO B 7 - T4 12 10 9 8 i4 OS 3 - 14 10.5 7 3S - e B 7 55 45 35 - 45 3 14 12 10 9 5 - 14 72 10 H 8 74 11 - -- - 14 11 75 - - - - 14 f2 7 _ - 14 12 20 - _ - 14 12 10 - _ - - - OS 8 _ - - - - O5 8 5 - 11'-0"14 12 7 - - - - 14 12 10 - - - - 14 12 SO - - - - - 14 12 S - - - - - 14 12 t0 - - - - - 8 8 B (! 8 7 33- ' 14 12 4 - 14 12 10 - 14 1I 10 - 2S 95 - _ _ 2S 9.5 6 it 12 8.5 -I_ - - - i< 72 t0 - - - 14 12 10 - -� 35 10 - 14 SO 7 - 8 8 7 5.5 45 - - 14 12 55 - - - - 14 12 10 - - - - T4 12 10 - - - 95 7 - - - 9.5 7 3.5 -_ - - - 8 7 4.5 35 3 - - 14 12 5S - - - - 14 12 10 - - - - - 14 12 M1O - - - - 14 12 4 - - - 14 12 10 - - - - - B @ B B 8 6 ] 12'-0"t4 12 3 - - - - f4 12 8 -- - - 14 12 10 - - - - SS 85 - - - - - - 15 BS 4 - - - - - @ 8 35 45 4 - - 14 12 5 - - - ,1144 12 10 _ - - = 14 12 10 - - - - 2S 95 - - - - - 35 95 +.5 = _ = B B 6 5 4 =_ _ (� HV BLADE OR HV BLADE 14 12 14 12 _ - 14 12 - 9 4S - _ 8 s5 V 865 4.5 3S 3 - 13'-0"T4 12 - - - - - 14 72 - - - - - 14 12 - - - - 14 12 - - _ - 14 12 - - 8 8 8 8 8 45 W/ lIA1 HV WINDOW BLADE 14 t0 - 14 12 - i4 12 0.S 5S - 05 8 - 8 8 5 4 - -4+ 12 t4 t2T- - - - - 14 TZ - - - - IS 6 - - - - - 15 BS - - - 8 8 55 45 - - - 14 12 _ _ _ _ _ 14 12 - _ _ - _ T4 12 - - _ _ 8 7 .. _ _ _ 8 8 - - _ _ _ H 6 4 3 - - - - WORKING IN UNISON 14 12 - - - - - 14 f2 - - - - - - 14 12 - - - - - - 14 9 - - - - - 14 12 - - - - - 8 B 8 0 75 4 - 14'-0"t4 7 - 14 12 - - 14 12 - 10 4 - Y8 7.S - - _ 8 7.5 5 4 3 - 14 11.5 - - - - - 14 12 - - - - 14 12 = - - - - OS 4 - OS 8 - - H 8 5 4 - - - - 14 - - _ _ - 14 _ _ - - - 14 _ _ _ _ - 7.5 - - - _ - 75 - _ - - 75 S.5 35 3 - - _ _ 15'-0"t{ _ _ _ _ _ _ _ 1y _ _ _ _ _ _ 14 = - - _ _ _ ly _ _ _ _ _ - 1y _ _ _ _ _ - 8 8 8 7 7 35 _ T4 - - 14 - - 14 - 9 8 - - e 7 45 JS 3 - - - 1+ - - - - - - 14 = - - - - - 14 - - - - - f0 _ - - - _ - B 75 5 4 - - - 14 _ _ _ _ - 14 - - t4 - 7 T _ _ 7 55 35 f4 _ _ _ _ _ _ 1y _ _ _ _ _ _ 14 - _ _ _ _ _ 14 _ _ _ _ fy _ _ _ _ _ _ - 8 8 8 _ 14 _ _ _ - _ _ _ 14 _ _ _ _ _ _ _ @ _ _ _ _ _ H _ _ _ _ _ H 8.S 4 3S - - 14 - - - - - - - 95 - - - - - - - 95 - - - - - - B 7 45 - - - - FLORIDA BUILDING CODE(Non Nigh velocity Hurricane Zane k 1.11274` 0 2015 EAM-RN METAL SUPPLY,INC. iT ,� �,_ BERTHA HVT, ^, E fil Accordion Shutter System � O INC. A.S.S.A. Itv.RAE#i w/OR w/o H.v.NINOUW EnAnE Amertcan Shutter Systems Ru.Nj orsoaMON DATE DRAW+81: M.L :*y TILUT TESTING k ENGINEERING COMPANY AssOclatlan4 Inc. f OLD 11-192 4/13/15 ML- 4/13115 STATE OF 63-5 N.w.35 h.s1 � s .305, nRcra4 culDo+s.FLORIDA 33161 on4268 Westraods Drive 2 r Phe:(305)871-1830.FC.:(305)871-1531 DRAWING No ,,,i4` LOR�gP .•,4y�`�� rma0: 604i49.rnm West Polm Beach, FL 33407 3 15-0$5 WAL1%NAL���4'`,�. FLORIDATER U 1 Jr.667 s SHEET P.E. �'hh&�SIOt{- RE/DATE 6 12 OF 20 l�.AriM(�M AlNCHORt SPACiN6 On.) SCHWU F FOR A GNEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DEM EGOWE PRESSRE RUM AMD A CORRESMRDiNG STYPE FGt3 CONCRETE OR CONCRETE BLOCK I STRIATIONS (SEE MOUNRNDS 1.0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: P'OLM DOS BUDUf POUREI)CONCRETE (A) TO EXISTING POURED CONCRETE:(M+q.t'c-3 ksi) wm4w @WALL SILL MOUNTING d CEILING MOUNTING V FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WrZH ADVANCED T.�READ=ORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.SUCDEX.(.Vn.i'E=3 k.1) SPAN ANCHORS SPACING f FAD - 1/4'0 x 3/4'ALL POINTS SOCIO-SET ANCHORS,AS D!smauTEO BY ALL T'07,VT5 sCREW', BOLT&SPECIALTY COMPANY.(wn.F. =3 ks) (R) -5.6EA07.NTAWE ... w--NG _ DEsm WDO&FFEMK 9A790 R DRS"1 amw PZMK 9AT90 - 1/d'0 BLUE TAP CONCRETE ANCHORS W/CA AS MANUFACTURED BY FLORDA FASTENERS DIRECT,INC.(W.1'E.= 2 ks) 30 4 60 75 90 120 160 205 30 46 60 75 90 720 760 205 3O 40 60 F75 90 126284 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY All PO.WS SCREW,BOLT&SPECIALTY TAPCON WITH ACVANCED COMPAW OR ANY OT4ER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AWEgjM-.*SHJRER SYSTEMS ASSOCIATION, :KC. _ 14 12 Itl 9 6 8 6 55 14 12 10 a 5 8 6 8 14 12 to 9 8 8 6 6 THREADFORM TECHNOLOGY 3'-0 14 12 10 9 8 a 6 6 7{ 12 10 9 8 e 6 6 14 12 SO 9 8 6 6 6 (Min.t'c= 3 ksR) OR 1{ 12 10 9..e 8 6 fi 14 12 10 9 8 8 6 8 !4 12 f0 4 e g 6 $ ALL PAINTS SOLID-SET T4_ 12 10 9 e 5 6 7 14 12 1C 9 8 8 6 6 14 12 10 9 i3• B 6 6 e:UE TA?W/CA? hoALs: 14 12 i0 s 9 7 55 3.5 14 12 10 9 6 6 6 6 14 12 f0 a 8 8 6 5 TAPPER+ At}ANC MULL EISS 1 3 4.INTO POURED CONCRETE OF TAPCON 8O OR TAPCON W1H ADVANCED Tdn'EAD SRV TECHLVOLOGY ANCHORS AND Th TER+ ANCHORS 5 7 3Jd',AND FOR BLUE TAP YR/CAP ANCHORS IS 1 1/2`. 4'-O- 14 t2 10-19._!_ 8 6 b 14 12 10 9 8 8 6 6 ti 12 10 9 8 8 6 53 14 72 19 8 6 6 4 T 12 t0 9 E 8 6 45 ti 12 10 9 9 8 4 3.5 A2}M;NIMUM lDABEDMENi Df 1/4'0 x 3f4'Ail POINTS SO+UO-SED ANCHORS SHALL BE 7j6"INTO i1tS POURED CONCRETE.KG EMBEDMENT 14 12 10 9 8 0 6 45 14 12 10 9 8 8 8 5S 44 22 to B e 6 6 45 INTO STUCCO SHAD.BE PERMITTED.1/4'0-M S.S.MAChINE SCREW USED SMALL BE 1 1/2"LONG MNIMUM SHOULD STUCCO EXIST,AVO 14 12 10 9 75 S5 3S - 14 12 10 a 8 6 6 5 14 12 10 9 a -1 53 4 •BEE tn�AT4#:S a 05E E09 1`MINIMUM FOR WALLS WITH NO STUCCO. 14 12 TO-,!- 8 8 6 6 14 12 ID 9 a a 6 55 t4 12 10 9 8 8 6 45 ` A ON SALT 1 9 14 12 10 9 8 7 4 - /4 12 18 a e 65 5 15 14. 12 f0 8 65 5 35 3 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE.PANELS,PAVERS OR ANY VENEER BE FOUND ON THE FJOSTING WALL OR FLOOR. 14 12 10 9 B 75 4.5 - 14 12 10 9 6 8 6 4S 14 12 l0 9 8 6 4.5 .75 ANCHORS SHALL BE LONG ENDUGN TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SrV1I.BE AS INDICATED ON !; iz 9.5 IS 65 i5 - -- ti 12 tD 9 8 7.515-5 4 14 12 10 9 B a 45 35 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WTI,' OR WITHOUT ME'T'AL STUDS CONSULT TFIS EtYTNEf7R.FOi 14 t2 t0 9 8 a 6 - 14 12 to 9 B 8 6 5 14 /2 70 9 8 65 5 15 INSTALLIT:ON INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0' T4 12 to 9 75 55 3 - �14 Ti 70 6S 7 5S 4 3 1i 12 B ES 53 4 3 _7 T4_ 12 I t0 8 8 6' - 14 12 to TF_a 6S 5 .75 t4 12 t0 III 8 5* t - (S) To EXISRNG CONCRETE BLOCK:(ASTM C-90) 14 72 a 6S 53 3 - - 14 12 10 9 8 55 45 3.5 14 12 10 8 7 5 35 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED EY I.T.W.SUT.DEX. 14 12 10 9 5 8 - - 14 12 I0 9' 8 7 5 4 /4 F_ 10 9 73 55 4 3 - 1/4'0 x-3/4'ALL POINTS SGLID-SET ANCHORS,AS DiSTMBUTUD BY ALL POINTS SCREW, BOLT R SPECIALTY COMPANY. 7'-0' - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 8 65 4 - - 14 12 9 75 6 4.5 3.5 - 14 0.5 7 5.5 45 JL5 - _- 14 12 10 5S 7 4 - 14 12 10 9 7S 55 4 - 14 12 8 7 73 iS - - 1/4`0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FA5TENFAS,INC.,AND DISTRIBUTED BY ALL 1'64^5 SCREW,BOLT A SPECIALTY 14 _ - COMPANY OR AVY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN Sh' R S STc'Ms ASSOCIATION,IN,. 14 17 7 55 45 - 14 12 t0 9 75 55 4 14 12 9 7 6 43 J 14 12 10 _9 8 6S - - ti 12 10 9 8 64 - ti 12 to H 8.5 5 3.5 = NOTES: 14 12 95 T 5.5 ] -_ t4 72 H 5S 55 4 3 - 25 9.5 fi 5 4 3 - - 9.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 93 73 e - 14 12 8.5 a 65 5 14 12 8 6 6.5 4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 65 5 35 - - - 14 12 10 8 65 5 - - 14 12 8 6.5 5 4 9.-D. ti 12 10 9 B - - - I{ 12 10 9 75 4S - - 14 f2 8.5 7 55 4 - - 8.2}MINIMUM ip48EOMEM OF 1/4'0 x 3/4'ALL PORIIS SOUD-SET ANCHORS SHALL BE ENRRELY EMBEDDED INTO THE CONCRETE BLOCK. NO L4 115'7.5 6 S - 14 11 55 5 3-5 - I I 5 SS 45 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO ti 42 8 65 4.5 - - ti 12 B.5 T' 55 i - 14 /D5 7 SS 6 4.5 - EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. 1t5 85 53 4 - - - 14 12 9 T '6 4S - - ti it 7 55 45 3.5 - - 10'-D' 14 12 10 9 7.5 = - - 14 12 10 8 63 5 - - 14 tt 1I_ 6 5 ; - _ B.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVE FS OR ANY VENTER BE FOUND ON THE EXSRNG WALL OR FLOOR, 14 1D5 7 5 35 - - - L sS 6.5 5 4 3 - t6 75 5­4- 3 - - - ANCHORS S}W1 BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEANO SAID WNL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON li it 7.5 55 - - 14 11.5 9 6 5 4 25 8S 6 5 f 4 - NOTES 8.1)&9.2}ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL.STUDS CONSULT THIS ENGINEER. 14 11. 5 14 12 8 fiS 5.5 4 A IJ 10 6.5 5 FOR INSTALLATION IMO EIFS WITH METAL STUDS SEE SHEET 20. 74 12 10 - - fl - 14 12 8 7 6 4.5 14 105 7 53 4.5 J_S 71'-0' 25 s5 5 - - i2 s 6 4.5 4 ] _ 9 7 4S 3.5 ] i (C} ANCHORS SHALT.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. /§ t0 7 - - - ti 10.5 7 SS 45 - 7.5 8.5 5'S 4.5 t05'-I-1- (a) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, 95 7 4.5 - - - 14 tJ57 6 5 - - - 12 9 6 4.5 4 - - 12'-0' 14 12 10 - - - - - 14 s5 $5 - _ t3 10 6.5 5 4 = - FOGC OK'TANCE VERSUS'SPACING SCHED cUI- FOR ANCHORS: I1.5 85 4.5 - Il 4 35 - " 8 B 4 3 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE WDICATED,REDUCE ANCHOR SPACING 13.5 95 6 - - - - - 13 5 4 - - - 0.5 8 5 4 - - - BY MULTIPLYING SPACING SHDWTt ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - t4 55 43 - _ - I1 85 5S 4.5 3S _ REDUCED SPACING OBTAINED USING FACTOR SMALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANa4GR TYPE, td tZ - - - - - ti 1fi 5 - - - 12 -9 -6 45 ^4_ _ FACTOR 13'-0" - = _ _ ACTUAL TAPPER + 10 4 3 - - - 75 55 4 3 TAPCON WITH ADVANCED 12-515.51= - - - - i2 9 15 45 4 = = 9:s 7 5 4 - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING H 6 - - - - - !S 4.5 65 5 - _ - 0.5 T3 5 4 - - - i INV BLADE �R DICTANCE i4 6 - - - - - - 14 9.5 7 55 - - - !1 85 SS 4.5 - E.D. MLN.SPACING=3' MIN.SPAC14G-3' MIN.SPACING 3 1/2' MIN. SPACING= 3' 3 3/;' 4' 10 75 - _ _ _ _ 9 7 4.5 3.5 - - - - 7 5 35 3 - - - 'I HV BLADE W CAN 6E. }UT3D 41TE CONN TE am CONCROURED ETE"CBLOCK RETE& CONCRETE BCDNCLOCK WLF =3 t/TE DR.EA-2Il 13 8 _ _ _ _ _ it 6 5S i5 - - - fl 85 45 _ _ _ _ UK Ea.<7 LIN.ED.=3 I/2CONCRETE:BLOCK ' L!L ED.•2 1/Y MN ED.-3 1 ►8t ED.•3' WL ED.=3 1fY K FA•2 t/Y 7.5 - - - - - - 12 8 6 - - - - - 9S 7 45 - - - HV WINDOW 14 _ _ _ _ _ 3.5 10 es - - - - 0.s 8 6 = - - - BLADE WORKING s- _ t.o a.90 t.0 - O.TB __-- t'° - -- 0s7 1.0 15'-0" 9 _ _ _ _ _ _ H5 s5 4 _ _ _ _ _ SS S 2 tj2' ' 0.87 1.0 - tD - - a5 e s = - 85 s 4 - _ _ UNISON ♦ -2- _ _ 0.71 7 _ _ _ /5 6.5 65 - 9 65 4.5 _ _ _ 1 3/4- _ T 0.91 - _ _ - _- 0.43 '- 15"-0' 14 _ _ _ _ _ _ _ y$85 8 _ _ _ _ _ 10 75 5 _ _ _ _ _ B _ - 1 2 2' v 0.35 45 - - 95 7 5 - - 0 6 4 - FLORIDA BUILDING CODE(Non-High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. ,,•�`�R...f.....J,,,/ BERT A HVTM �ENSF =ir4c. ASS AtL E ACE#1 W/OR Shutter System �,4,y Itv.(i�nE#t w/OR wIo H.v.NiNTYJTY H.ADE American Shutter Systems EV, DESCRPTIDN GATE PRAWN fiY: MJ_ gTATEDE TILUT TESTING & ENGINEERING COMPANY AssociationA inc. t I OLD 11-192 4/13/15 ATE: 4/13/15 A 6155 N.W.36tH.St,Ste.305.MIKINM GARDENS.RDR10A 937 �4r4268 Westro0ds Drive 2 •� 4 . Ph :(30.5)871-1530.F0x:(Stls)871-15/1 DRAWING NO one ��`�; 0 ma:Mkecg6ggt.ca n West Palm Beach, FL 33407 s 15 -0r� AAi7FSg10NAG�'���No WALTER�LLR1Jr.PE. 4 A7q {7 FLORIDA Uc./44167 5 SHEET P.E. �'R 1 f�'� IATURE/DATE 6 13 OF 20 SUM ARMOR! SPACING {j0} SCEIEDULE FOR A GIVEN MAX. _�t M SPAN, ASD DESIGN NEGATIVE PRESSURE ReT1NG AND A! ONQING MOUNiING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (BEE MOUNfii05 t J,K&L ON SHEET 7) POURED CORCRETE POURED CONCRETE BLOCK t AX 0VE12& 1 ANCHORS SPACING LEGENQ TRE1_O ORAINGUARO MOUNTING OWAU./FLOOR MOUNTING QWX1./WALK OVER MOUNTING �_ _._. .... .. -_ TAPCON OR '`„ .0.OEM KDOOE P1i9Aa 13:RON .OIMaf NErWK PflWAE RM OM 1EMOG E P9f3S.PE RWC .DISIM}&i' W IiE5A1F[94miG( TAPCON WITH ADVANCED (R) _ ._ ._. ._. __ .. 771 40160 75?90 1201160 205 30 40 60 75 9a 120 160 205 30 40 60 75 90 1201160 205 30 40 60 75 90 120 160 205 THRFADFORM TECHNOLOGY Y4 12 10 9 B 8 6 6 12 12 12 IZ }2 1S BS 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET � I4 12 10 9 8 8 0 6 12 12 12 12 12 t2 95 7 7- 7 7 7 f-7 7 7 7 5 5 5 5 5 5 5 5 GLUE TAP OR 14 12 10 9.to S 6 6 12 12 12 12 0.5 a 6 45 7 7 7 7 7 7 7 8.5 5 5 5 5 5 5 5 5 14 12 YO 9',8 8 s-6- 12 12 12 12 /2 10 7S 6 77 7- 7 T 7 17 7 5 5 5 5 5 5 5 s TAPER+ i4 12 10 6 8 6 6 6 12 12 12 112 11.5 85 65 5 7 7 7 7 1 7 7 5.5 4 5 5 5 5 5 5 5 4 4,-0' 12 14 10 9 B fl 6 6 12_ 12 12 12 12 9.5 7 5.5 7 7 7 7 1 7 7 7 7 5 5 5 5 5 5 5 5 ti 72 10 9 H e 6 b 12 12 12 85 B 6 4,5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 6 6 6 f2 12 12 12 10 7.5 5S 4 T"7_ 7 T 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 t2 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 5,-0' 14 12 10 0 8 B 6 6 12 12 12 12 10 75 SS 4' 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 I4 12 10 9 8 8 6 6 12 12 95 7.5 6 45 3.5 - 7 7 7 7 7 7 5 3.5 5 5 S 5 5 5 5 < 14 12 10 9 8 8 6 6 12 112 12 95 8 6 14.51- 17 7 7 7 7 7 35 4 5 S S 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 1.6 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 S 5 5 4.5 34 1- SPECIFiCkTILSNS 6'-O' }4 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 L4 12 f0 B B 8 6 6 12 12 8 6 5 i 3 _ 7 7 7 7 7 55 t 5 5 5 5 5 5 4 ] I4 12 10 9 B 8 6 5 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 14 12 10 A-1-1- 6 6 12 12 10 8 65 5 3.5 - 7 7 7 5.5 5S 4 S 5_ 5 5 5 4 3 14 12 109 8 8 6 6 I2 12 12 6.5 7 6 4 3 7 7 7 7 7 7 7 B 5 S S 5 5 5 5 5 if 12 10 9 8 8 8 6 12 70 65 5 4.5 3 - 7 7 7 7 655 1 - 55 5 5 5 5 3.5 3 ti 12 10 9 8 8 6 6 12 0-j8-5 7 5.5 4 7 7 7 7 7 5 5 5 5 5 5 5 4 0 VAUD ONLY FOR UP TO 170, -75 14 12 10 9 0 8 5 - 12 12 e.S 7 55 4 3 - 7 7 7 55 45 3 _ 5_ 5 5 5 4.5 3.5 - PSF A.S.D DESIGN PRESSURE $,-0, 14 12 10 8 8 8 6 - 12 12 0S?.5 6 4-5 3S - 7 T 7 7 7 T 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 1 1z W_ 9 8 s' fi - 1T 9 e LS + 3 - 7 T 7 7 5s 4 - _ 5 5 s�5 s a a- - SCHEDULE ((3, SHEET 11 14 12 10 9 @ @ @ - 12 11 75 fi 5 75 - 7 7 7 7S 6 4.5 - 5 5 3 5 5-14,51- F_ 2 0 9 8 1 6 T2 it 7.5 5 5 14 4.5 - 14 12 10 9 8 8 - - 12_ 1.5 7S 6 5 34 - - 7 7 6.3 5 4 - - 5 S 5 5 4,_ 3 - -_ 9,-0. 14 12 10 8 H 6 - 12 12 9.S 8.5 55 4 7 - 7 7 7 7 7 7 6 3 5 5 5 6 5 5 5- 5 14 12 10 9 6 8 - 0.5 B S 4 SS - _ 7 7. 7 6 5 7.5 - _ 5 5 5 5 S { _3 IS 12 10 9 8 8 12 i0 8.5 5 45 - 7 7 7 65 55 S 5 4 14 12 10 6 6 5 _ - 12 OS 7 5.5 45 3,5 - 7 7 55 {S 3.5 - S f55 4.5 M. 10'-0'14 12 10 9 6 6 - 12 11 85 6 5 35 - - 7 7 7 7 7 7 45 _ 5 5 S 5 5 4.5 14 12 10 9 B 8 --O.S 7 4S 3.5 3 - - 7 7 7 5.5 45 - - _ 5 5 4.5 S.5 14 12 10 8 8 8 - 12 9 6 5 4 7 7 7 6 5 5 45 5 14 12 10 9 0 8 - 12 05 5 5 4 3 7 7 5 4 -3 S_ 4 35 - 11'-0'i4 /2 10 9 8 6 - f2 10 7 5.5 45 3,5 _ - 7 7 7 7 7 7 ]S - 5_14 1T f09 88 - - 85 S.5_ 4 3.S 3 - - - 7 7 6 5 4 - - 5 5 4 NV BLADE ONLY 1412 10 9@ 8 - - i} 8 5S 4 - - - - 7 7 7 55 4S - -14 f2 10 *9 8 - 1.5 BS S.S 4.5 35 - 7 7 4.5 3.5 - 5 14 12 10 9 8 - - - 12 95 6.5 5 4 3 - 7 7 7 T 7 B 3 - 5 5 5 5 4.514 12 10 9 8 - B 6 4 3 7 7 5S 45 35 - 5 4.5 4 3f4 12 10 9 8 - 10 7.5 5 4 7 7 6 5 5 5 4 14 12 10 H 8 65k4. Mi35 - 7 55 45 ]5 - 5 5 45 3-53 1374 12 }0 8 8 - - - t335 3 - - 7 7 7 7 7 4S _ - 5 5 5 5 3 5 4.S 314 12 10 9 8 _ - 7 7 7 5 4 3 55 5 i 3 14 12 10 9 8 - 9 - - - I 7 SS 45 - - - - 5 S 3 4.5 4 14 12 10 9 _ _ - f0 4 3 7 6 4 3 _ 5 5 4 3 14 12 10 9 - - OS4 3.5 ^ - 7 7 7 7 7 4 - - 5 514 12 10 9 - - - H5 - - - - - 7 7 5 3,5 - - - 5 5 5 4 - - 14 12 t0 8 - 8.5 7 7 S 4 5 S 5 414 12 10 - - 9 35 3 7 55 35 - - 15'-b'14 12 10 - - - - - f0 75 5 4 3 - - 7 7 7 7 7 35 - - 5 5 5 5 5 5 i 3 fi 12 f0 - - 6 4S 3 _ _ 7 7 4S 3 5 5 4.5 3.5 14 12 f0 - -T- B 6 4 7 7 5 5 5 5 4 - 14 12 10 - =15 64 4 3S - 7 55 3S - 5 S 35 74 -:7-83 7 45 3.5 3 - - - 7 7 7 7 6 3 = S 5 5 5 5 {S 3.5 14 }2 f0 - - - - 6 4.5 3 - _ - - - 7 0.5 4 - - - - 5 5 4 3.5 _ - _ _ 14 12 10 - - - - 75 S5 .75 - - - - 7 7 45 - - - - 5 5 45 - - - - - FLORIDA BUILD}NG CODE(Non High velocity Hdrrcana Zone .A .... 2015 EASTERN METAL SUPPLY, I BERTHA HVT. ` r /.TILIECOINC. Accordion Shutter SystemA■S■S■A■ HY. RODE#1 W/OR W10 H.V.WNDOW BLADE ='t l�l J l"D Amer(can Shutter Systems V. IE=IPOON DATEgPAVM BY: N.L TILLIT TESTING & ENGINEERING COMPANY A330CICtIOn, Inc. t OLD 11-192 4/13/15 w1E_ 4/13/15 VSs•, STATE OF 635s NX 3Ht6.St.,5W.3031,VWW"01R0a1S.FISH 3316 4258 Westroods Drive 2 Phone:(305)871-1530,FM:(305)871-1531 DRAWING No QRION;0- rMR:0-alta.-M West Palm Beach, FL 33407 a 1 15-085 1)[I •,.... ����� EB-0008779 4 /ONAL � .>��`` WE�tO�an}n a%44161 5 SHEET P F. SEAt�f !(!NA 1141 /OATS 6 14 0 20 MAXIMUM &S.D. DESIGN PRESS n--q-f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GM W. SHILMER SPAN. NEGATJVE A.S.p. DESIGN PRESSURE RATING ANp A MggESpoNpING MOUNTING 11113E. (SEE WUNTINGS ON SHEETS 16&17). L_J P=3 �-T- F� -,7- F=- I SOUTHERN RNE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MiN. COX 2 W/MK G-11 FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD KI�A.FIR Wr. W/ u"VIX MIN. G=M50 MIN. G=0.43 W1 MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT TWALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL VOUN-.INGS B.O. WALL T 13 Nou-, NGS .0.WALL MOUN-,INGS W & x W & x W & x P & 0 S &v S &v S&v V B kil MICAX POM UX(a LU M KWF F9VSX J�KK W I nx HK FMK wx OwIlwntiaw fZT759q105130 140 1 60 90 05 30 40 60 75 90 105 05 30 41) 9 eTo -0 TZ1 60 75 90 165130 140 1 60 75 90 051 'i;T7 9 05,3- --oT751' WZ1 30 eoT7 75 --I--75 90 - SB175­1 513o 40 60 75 so 401 3- So F7 1 So 5 �-Q-ORIFLS 12 10 6 6 12 to 1 5 6 6 5 6 6 12 10.2 10 9 1113 6 �L _a 9 a 8 5 6 6 6 6 6 5 4 4 6 72 72 4'-0' 12_TO- 109_ L 8 _L 6 _t. 12 0 6 6 6 s 12 10 10 9 8 1) 6 6 6 6 5 4 4 3 12 12 12 12 12 12 12 12 12 12 L2 LZ 12 12 12 _12 1 12 10 10 9 8 8 6_ 6 6 6 5 5,5 12 1 10 9 6 6 6 6 6 5 12 10 10 9 8 -7- S - 12 12 12 12 12 12 12 12 12 10.5 35 6*-0' i2-10 10 9 a 6.5 5.5 4.5 12 1 1 5 ii* 6-1-6 6 T 75-1-2 1 'FO_9 _6 -L-L 6 A_12� . 1 1 12 12 12 12�jL iL 6 6 5 4.5 6 5 4 4 3.5 - 12 1212 12 12 12 12 12 12 12 12 12 12 12 10 8,5 S 0' 4 4 3 12 1 2 2 2 r LT2_72 12 104 12 12 12 10.58.5 7.5 T'12 -5 T_F�22_i-T 7-2 T2"-i-2 T2_12 12 6 FS .5 to 10 9 IS 3 6 3-5 T2 10 10 7 0 3.5 3 12 10 10 4 6 6 5 4.5 3.5 3 5 5 4 - 12 12 12 12 12 12 12 12 12 iZ It SS 12 12 1.5 9 7.5 6�5 1� i_0 To-�_5 i_5 7 f- 6 C"i _4-i.-5 i T22 1 T T-2 ------ LO B M' 6 t 2 'to to T_F!T 4 6 12 10 8 5.5 5.5 6 5 4 3 3 6 5 12 12 12 12 12 70 12 12 12 11.5 15 8.5 12 1 12 �7-7 10 10 5 .5 6 E 5.5 .5 3.5 3 12 10 9 4 5 4.5 4 3 3_ 2 i0" 12 12 12 12 1.5 9.5 12 12 12 10.5 8.5 75 12 1 9 7 6 2 0 7.5 5 E 5 4 3 12 10 6 3 6 3.5 3 - 12 10 3 6 6 5� 6 E 4.5- !�'1--s-_ L -- ---- 6 5 12� L12 2-T2_ 10 8.5 12 12 12 95 .5 4.5 P-0- 12 12 - 12 10 - 5 7 7 - a B 3 S2 12 i2 12 12 12 12 72 12 72 12 i2 i2 12 12 S S R , _=.- I jjfl!29X 8 '1-2 12 11 EI.S 7 6 12 -4- 'S� a _11 12*-p* 12 to i�3 T2 10 3.5 6 5�F3�5 - - I- _ 12 _�!_.Ii�.5 12 10 1.57.5 6 5 4 2 !2 13' 1 T2_TF i2 4.5 5 1-27 _2 10 2 5 �_5 11�2 5 2 5 12 i2 7 7- 6 f2- 6-5�_.5 6 4.5 12 ;.5 _J12 112 19.5:f.1 -15._F- 12- 12 - :7 - , T_ U __ f 12 8.5 7 6 4 12 9 6 5 _0" __ 147-0- 12 1-3 B�' 12 _2 TI-11_9 i-.5 12 -I- I- I- 121 1 5 4 0.5 7 5.5 T-5'4 k 5 57 2 IF 12 12 110.4B.5 L5 112 -1 E-5 _K 3 3.5 5.5 4.513.51- 1 6) HV BLADE OR (D HV BLADE W/ BY WINDOW BLADE WORKING IN UNISON* + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. L ANCHORS TO WkJ_FLOOR OR SOLID WOOD SOFFIT SHALL SE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING- -SOUTHERN PINE No.2 W/C-bA5(N.O.S) 1/4-0 TAPCON ANWORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOLMAS FIR W1 G-0.50(N,D.S.) EACH SECTION ON SHEETS IS A,17. -SPRUCE PINE FIR NORTH W/C-0.43(bUD.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE,FIR SOUTH W1 G-0.36(N.D.S.) 2.ANCHORS TO HOUJDW CEILING SHALL BE AS PER MOUNTING TSE U,SHEET 17 AND SHALL CONSIST OF -MIN.1/2-COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE KSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURIER. FLORIDA MIN CODE(Non High Velocity Hurricane Zone, C 2015 EASTERN METAL SUPPLY.INC. %%Olt IIIiii BERTHA HVTM ...... A.S.S.A. Accordion Shutter System /77UM-c-o , RV. RME#1 W1 OR W/O KV.WINDOW MADE American Shutter Systems BEV.N. DESMIFRON DAIS DRAWN BY. TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/1311.5 DATE.- 4/13/15 67 63SS N.M.3ft.St,St.,_�m.vmam SAIms,noFwA 33isf (305)871-ISM.F.::(-%5)871-1531 4268 Westroods Drive 2 DRAWING No e­.H:t1t.-O.W.M. West Palm Beach, FL 33407 -3 -r SIE ES-0006719 15-085 eSjrp&T'f. lfw Z WALTER A.1TUjr J,P.E. 4 'R,Q FLORIDA U. 1"167 5 SHEET ROW 6 15 or 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & I& HV.+ BLADES AS APPLICABLE _WALL FINISH MAX. SHUTTER SPAN L+ OR L– FOR INSTALLATIONS INTO WOOD WITH HV BLADE nl ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR -MAX SPAN & 1/4-0 TAPCON CR A.S.D, DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING INUNISON TA-CON W-,,t ADVAr,C50 '/4'0 TARCO 0 RM TECHNOLOGY TAPCON W'IH ADVAI-ICED TH9EAD-0 1 PENE-RA TO OF THREADEDAREA TO Vl/1 1/2'Mim P-ENEETRATIOI,, OF THREADED AREA TC EXS--IN3 SEPAPA\7ti WOOD H:A:IER (SEE SCHEDULE 0.4 SHEET IS)( R(13' 1/4'0-20x3/4*S.S.S.S� MACHINL %�EDLUE ON SHE77 SUTISINOEDUUE WOOD"EA'K M SHEET 15� SCREENS W/ 1/1/4--27 N-_qS FOR ELADE DKO ON SHEET 19 FOR 0 12^C.C. I ­)CSm3- RI ADES T CLASS TTIzVVALL- 7vi • FINISH I . 17---FINISH COSTING M31. 111111 IsnNG MITI. 2.4"WGO 01OR -'2*x4 WOOD 1/4"o TAPCON OR TAPCON WITH ADVANCED HEADER REQUIR)ED & �� HEADER REQUIRED L_T)-,READFORM TECHNOLOGY-W/ 1 1/2" EXISTING I MN.SEPARATION Mi,. PENETRATION OF THREADED AREA TO GLASS-- I EXISTING WOOD HEADER. TO CLASS M M SEPARA71ON 70 LASS U` SHEET 15) SCH3x&E ON SHEET EXISTING k-­(Sd"_S.,I)ULl:ON SHEET IT)--- It FOR BADE:(Dfikiv ON SLEET 19 FOR I GLASS . ;l I ,- --r�,SMN,"SILL BLADES a)&JA) PLATE RCO'D HV WALL HEARER 41SISTALLATION HV WALL SIL ION (�)HV WALL HEADER INSTALLATION 1– 1 . -1. � __ MIN.SEPARATION TO GLASS MIN.SEPARATION TO CLASS 0 I --(Sa- SCHEDULE ON SHEET 11) E, CHECULE ON SHEET I1)•.__ EXISTING01 EX.SING CLASS- • EXISTING SEPARATION TO CLASS I (D GLASS-/I GLASS -1 2-.4-co . (I'll, 712 -rWS. WOOD PLATE SEE SCHEDULE ON SHEET 11) 1/4' D3' REO'D. WACIII�IE S.RE 1/4'0-20x3/4"S.S. USING 1/4--20 NUTS MArMISIE SCREWS W/ 111,'-20 NUTS 0 12-. 1 11, j 0 12*O.c O.C. 7 lZI'TA x, OR@ -@OR 2*.4*CONTJI a- , WOOD PLA-,_ /4-0 TAPCON OR TAPCON WITH ADVANCED T14READFORM TECHNOLOGY W1 1 1/2' Mi. PENETRATX) OF THREADED AREA TO Stu LATE EXISTING WOOD HEADER. 1/4- RE( TAPCON OR TAFCON WITH ADVANCED 1/4 TAPCON OR i..' , \ (SEE SCHEDULE ON SHEET 5) THRMFORM TECHNOLOGY W/1/2 • TAPCON WITH ADVANCED 1-SEE SHEET +FOR TYPICAL 'WALL FINISH Min.PENETRATION OF THREADED AREA INTO PLYWOOD L (SEE SCHEDULE ON SAEET 15) EXISTIN"M"I 1/2-MIN.C THIREADFORM TECHNOLOGY SHUTTER ASSEMBLY. N 2".4 W1 1/2'Mir. PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS a 16'O.C.MAX PLYWOOD R,.?� MIN.COX PL)`WOCD REQ-0. WALL Fi THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2 REO'O.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT MY INSTALLATION. HV WALL SILL INSTALLATION I-EXISTING MIN.2*.4*STUDS 0 16*O.C.MAX.RECIV ATTACHED TO STUDS IN PLYWOOD 70 BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH SECTION 2308 OF THE @ HV WALL SILL 1 SEE Ll E OF WITH 23308 OF NSTALLATION SILL 4VAIATI914 F.B.C. E FLORDA BUILDING CODE(Non High Velocity Hurricane Zone' It)2015 EASTERN METAL SUPPLY.INC. -BERTHA HVTM Accordion Shutter System 11LIECOT7. \ A.S.SmAN KV, aADE#1 w/CR W/o KV.WINDOW SAX American Shutter Systems IEV.N DESCRIPnom DATE DRAWN Br: MA� TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I MD 11-192 4/13/15 DAM- 4'/13/13/1515 ww H.W.3M,st,SI..MS.VIRCM GWXM.FLORIDA=0 N 2 4268 Westroods Drive DRAWING No FO.z(30S)871-153i M 0 ,o Phona:(30S)87i-1530 413 West PcIm Beach, FL 33407 -".01:tat..O.'g— 15-085 EB-OWS719 4 S, E T WALTER A. UJT Jr. P.E. 5 SHEET 0 1 0 ......... . FLORIDA Lie.1 44167 ll� — n I P. DATE 6 6 2 INSTALLATION DETAILS ON EXISTING_ WOOD BUILDINGS FOR M HV & M HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO )90-0—D WITH HV 13ENDE M ONLY SHALL BE LIMITED TO 105.0 12sf.--A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX 1/4'0 TAP-CON Cri SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE (1)& 1A) WORKING IN UNISON YAPCON W`TH AD 4'XB' M T7 I' r—EG—EQ— ___2-MIN, THREADFORM TECHNO'_OGY Wow'- �118 I I I INI EGO. I T�_.=7 EN STRUCTURAL ADEQUACY- S.S. OF EXISTING WOOD SEAN HEAL To B OF TH&ED J�ZA 1/4 il,-2 j i I EXISTING WOOD I PHILLIPS TRUSS E EX STING WOOD 6 M C MED (SEE 54:HEOULZ in, MACHINE SCREWS REGISTERED ARCHITECT PRIOR To Ea::� W/1/1'-21 NUT-3 ED__4 TRUSSES OR ^EG—EC 0 24* 0 12"D.C. SHUTTER IN. 1/2- —1/2' PVTE 9 IT C.C.REQUIRED Y; 1/4-0 TAPCON OR 11116 0 TAPCON WITH ADVANCED //1 EXISTING SOFFIT 257 THREADFORM TECHNOLOGY —3/4'Max.THK M... W/ 1 1/2-Min.PENETRATC-4 ED- 1 4x3/4" ED ED -.1/8-CONT.A�UV. PJ35 �__V.4 J' OF THREADED. (600-T6 ALLOY)W/ 15, 5 1 OF10NAL EXISTING P. r EQ (SEE SCHEDULE ON SH ([5) W/16'o LAG SCRE%S TO EET a 6.OC I or (03 or 1,IRAFTER OR TRUSS. or 103'or LOCATE LAI SCREW'. AT DGSTING WOOD iieiSER'(2.. _E)QE;nNG L41N 2",4' WOWDTH OF EXISTiN HEADER REWD I Min.NOM'"k MIN.SEPARATION TO GLASS 1 .1 OPEN HOLE AT EACH—' WIDTH)W/2"Min. ' -(SEE SCHEOUL E ON SHEET I Q­ EXISTING STJO TO ACCEP7. PENETRATION OF THRFADED GLASS 5/16'0 LAG SCREW AREOC VAUD FOP AT CENTER OF LUBE. INSTALLATIONS WITH 72pst 'XN MAX.AS.D. DESIGN LOAD MO ExTS"NG "s.SwwwEr-O'MAX. SPAN.THIS NV WALL HEARER INSTALLATION M GLASS—, M MASS W _Y VAUD It FUR HAM fEf 0" -7 INSTALLATION IS GN OR (DOR sl:i>WR EILD&Or" FOR WOOD W/MIN.SPECIFIC ON FSH 9 MR CRAMTY OF O.SD AS DOUGLAS MR OR S=RN PINE N.,2 F: I -G OR OR EQUAL \,T'HV CEILING INSTALLATION HV CEILING INSTALLATION -------OOR SEPARATION TO O-SS M GASS(9E MIN. MN. (D (SEE SCHEDULE ON SHEET I I)—'- EXIM"'-1"ICIpt UF0MR8"'W9MfAXNTD SFPARAJ1ON C Mem S1-0T 19 FOR TO GLASS EMSTING I- ,1 9 d(SM SCHEDULE GLASS .I ON SHEET 1) 01 ALTERNATE -J WALL ANCHOR �'7 iI LOCATION EXISTING II 7­ NIS, 810.3/4"HEX 2-.5*MIN.WOOD 1/4* M­ WASHER HEAD TEK DECK REQUIRED 0 2*x6' MIN.WOOD-- SCREWS 0 12'ox (No FINISH DECK REQUIRED(No ALLOWED) W' FINISH ALLOWED) T72' -EDGE 0 19 EDGE OF DECK ------ OF EDGE OF DECK IF APPLICABLE DECK IF IF APPJCA8LE I/4'0-20x3/4"S.S. APPLICABLE 1/4'0 OR PHILLIPS TRUSS HEAD It '4- 0 TAPCONI ADVANCED M"'_\�17ACHINE SCREWS 1/4-0 TAPCON OR TAPCON WITH ADVANCED LATE THR FORM TECHNOLOGY W/ 1/4--20 NUTS 1 -0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 1/2'M1 MIN.---- i IN.- SILL PLATE W/1 1/2'Min.PENETRA"ON /4 THRFADFORM TECHNOLOGY W1 1 0 12*D.C. --2'MIN. PENETRATION OF THREADED OF THREADED AREA To TECHNOLOGY W/ 1 1/2'Min. PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) V 515 FOR �HV WALK—OVER INSTALLATION _HV WALL SILL INSTALLATION ...�oN SHEET............ _19 *fWFLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) A. TAll 0 2015 EASTERN METAL SUPPLY,INC. V,\CEN BERTHA HVTM Accordion Shutter System A.S.S.A. H.V.131"#1 W/OR W/O RV.WfIMN R.ADE 111.1E C��Oi m�, American Shutter Systems REV,N. DES=FnoR DATE F TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 3/15 OaE 4/13/t5 _4E� 6=N.K.36M St.St..305.VRCM GARI)ENS,FIONA 33IfA TT -e_,, 1UKlUr (345)871-14010.Fax;(305)871-1531 4258 Westroads Drive z DRAWING No Gltc..Oaol.eom West Palm Beach, FL 33407 3 EB-,=6719 )85 WALTER A.TILLY J.P.E. 4 15—C 6 P.E. SERYMERE/DATE FLORIDA Uc.#44 67 SHEET 117 OF 20 END INSTALLATIONS U) HV BLADE -OR I A• WINDOW 'BLADE INTO 2"x4" MIN WOOD STUDS 211'Y7:. 'CCD STJPS. ...: Am L\ ...i. .. 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UF.•� i„ssst. ,. a,.• a -s s L ,•9 :-"S .,zr - ,-v'= ARE �tats7 a..a ,mss.. __ ..,_....._.,.. .._H.. _. ...... _. ...,.__� ..,�.... ... &1 I ffA AND CONDITIONS OF s FOR BELZTT�A M A (1�StAnF ACCO MON ZYt(iT'FET2 WORKING IN UNISON WITH W MNDOW rlr p .. 1.MAY A.S.D.DESIGN PRESSURE RA TNG:+110,- 110 pA 1. 2 MAX.STN(ITTER SPAN:9S' / 7;AS WE_L AS t( MOUNTINGS M.0.T, U& DON SNr_TSN16&17 6. ? i I r Y 1 ( ( _ V ONAY CENTERMATTS( Sa(8arv:Wf Std OR 2C }ARE k 1.�D VTi t� I I T 0S'uEE ! " 4"'•5 Aft IN A SYM L OR OPPO ING LA OU".I\CASE OF OP LNG BE INCLUDED ONLY A-VCLE4;CR ACCESS SIDE OF TYF.E4 ENDI r • s I s` I I r, i 5.(A)W W.NDOW BLADE SIAL' ONLY ALLOW A MAXWUM OF 5 GPEWNGS __ _ r f �' ♦ (3.0 HOLES)FOR® @ PER GLACE AT SPACINGS SHOWN ON SHEET 4. . .. __. � MAX 5 7CNDOWS ALLOWEDA?F,Y vi ♦ t ♦ ♦ •'' r I r+ (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF FY WNDOW BADE A{y WINDOW8:ADE t I OF ANY 3.0 HOLE FOR SHALL BE 72% f + (C)FTRST OR Lly�'j BLADE COMING MIT FROM STARTERS AT ENDS MAY BE HV I WNOOW BUWE L(yi' r ♦ r r r (0)HV WINDOW BLADE @ MUS•BE USED A.T<RWVE TO A SOLD IN SLADE01 THROUGHOUT SHUTTER'S WIDTH. • � E •� I I ♦ ♦ ♦ ♦ ♦' A s` ♦• (E)CIC RMA:ES SPALL ALWAYS BE INSTALLED ADJACENT TO A SOU'D HV 1 ' S „ BLADEAi ETMER SIDE OF TYEM. SEE END '' � (F)POLYCARBONATE FN WINDOW Q4 SHALL BE INSTALLED SO TLj9�TABS FACE CONNECTION J`.. • r � $ A I ♦ THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW�tj)MUST BE DETAILS&1d TYPHUS I' �'� ONLY INSTALLED AND LOCKED USING A W SETTING T004 PROVIDED BY ASSA, FULL HEN;1tT. d;b INC. 10 R SPACING SCHEDULE WOW FRAME 1 fl }L BUILDINGS ONUfl6SEE SHEET 5,AS LIMILEDF@Y SPAN ANDOR OOESIGNNS OLOAD(SEE NOTES r✓ 9 bE 1&2 ABOVE). a C= 7.SEE AN OR SPACING SCHEDULE FOR INSALI ADONS INTO POURED .. BPL N DESIGN CHRCON RET (SEE NOTES L &2 EE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY (WSJ(SE PLAN FOR REOUIREMEN*S} 8.MINIMUM SEPARATION TO CLASS SCHEDULE,PER ASTU E-1996: D TN 'l' 7YP TOP&BOTTOM _ /"�� � W • ORf�t}7'DR�+��. WIND ZONE MINIMUM SEPARATLON TO GLASS _ •-47NUMRED W1GTH---...__. _ .. . 1 TNRU 3 L• ELEVATION LIN.SEPARATION TO GLASS --- IXLStING GLASS—. SEE SO4DJLE ON S-M11 FOR RALE(T/ 4 6.25• _ _..__ .__. L r -'--.,, 0.•A OFI THIS SHEET FCR ftADES u Ir TVP. SS 2 OR CENTERMATES 2i 2 �\ J 5 W/O (SEE NbTE 6 ABOVE) - ~`�"••• ._ -----`.----.--..__—_-` t24_ TYPICAL r HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 114 SHUTTER* -----'�� N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona AYAyyyit{TNtNHNAI ®2015 EASiEHN AIETAIL SUPPLY, INC. `aaaaa.P�E........A. rr[�;,,,,,, BERTHA HV TM ' D _ pS A Accordion Shutter System j L E C 8 1 N c. ■ ■ ■ ■ KV.BLADE#1 W/OR w/0 RV.WN)OW BLADE *; = American Shutter SystemsEV. ,UP DESCn/N DATE DRAWN BY. ALL TILUT TESTING � ENGINEERING COMPANY r O' STAT;:IIF 6765 N.W.36M.SL,Ste.3D5.vR64NLA GARDINS,FLORIDA 731 Association, Inc. I OLD 11-192 4/13/15 DATE' 4fTa/Ts r', •'¢-� Phone:(305)871-1570.Fba:(305)871-1531 4266 WBstroads Drive 2 tic'• �[ p -`w a� a-moR:6xewQaW.com West Polm Beach, FL 33407 7 -DRAWING No OpID 00 `� EB-06719 1(5-085 Ii,s8�.••••.• G\\AAaa WALTER A TLLR Jr.P.E. 4 FLORIDA uE.1 44167 5 SHEET 19 OF 20 '6% 1 1/2.,L'.035-rHIC K 2.00C"M­ INSTALLATIONS W/ HV BLADE & HV CENTERMATES M.:AS'IN A­653 GRADE :_VARIES 'a M" G-60 GkV.STEEL LrtTAL sacs AT IS'a INTO METAL STUD WALLS 'a 6-a C ,kt(j) 475* no NOMINAL GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM.SLEEVE 6063-T5 ALLOY 12 .. FOR BERTHA ffl W BLADE ACCORDION SHUTTER L 3/A'�5 C.035"TDCK M'n. COAT.GA-V STEEL rRAcX GRAN - =M INSTALLATION TO METAL STUD WALLS AM A-653 GRADE 40 U4,,0!1�'I O'C'/ a 6'O'C CA:YkNVED FASTENED TO VrUOS SEPARATION TO GLASS SCHEDULE i 1. VAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psi) Mox. W/(2)16.1/2'TE{SCIIEWS ON EXISTINZ;FINIS11f L INTURI&EY-MOP,FACE AS Acct;'A---F 2. MAX. SHUTTER SPAN: 84" VIAND ZONE MINIMUM MIN. SEPARATI014 ASTM E-1996 SEPARATION LENGTH EXIS17NC GLASS. TO GLASS 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS (S- E S--HEDUE) ( 30 1/4"0-20X,3" BOLT 4. ONLY 0 NTERMATE 2!, W/n24 W LOCK ARE ALLOWED 1 THR U 3 1 MUST PENETRATE I E I ARRANGEOV A tt WITH(2 1 SYMMETRICAL LAYOUT. (2)r39j(6- LONG, MINIMUM) MUST ALWAYS BE 4 4" fYST,N:;FNiSi USE C -1 3/4'.6 1/4'.0.035'TIICK W­ INCLUDED AT !OR OR INTERIOR ACCESS SIDE OF CONT.GALV. STEEL TRACK CHANNEL ',AS APPLICABLE A-653 GRADE 40 Nin.C-50 I CENTERMATE. GALVANIZED FASTENED TU 70 STUDS W/(2)F5.1/2'TEX SCREWS ON 1 43c 43q wD3aoR EXrEPJOR FACE O C. 6*Oc. 1/4-41-20 THREADS BLADE SLACK DETAIL HVF 15 ALSO VALID FOR 433 114"0 ELCO,CONSTRUCTION 1/2' 12 CENTERMATE @ APPLICATION WRN BLADEQ PRODUCTS HD 1 112-.0.033•THICK W' vAR�Es 43b Min. ASTM A-653 5GRADE 40 4 0 6' D.C. COMPONENTS Min.0 _60 G&V.STEEL METAL SIUCS AT 15'O.0 WALL HEADS SILL INSTALLATION EXISTING FINISH AS APPL CAEJE- SCALE:3/8*= V TOP BOTTOM" -T- 1 3/4'.6 1/4%0.035'THICK Min. 7— GLASSTRACK CHANNEL EXISTING —I-V 1�ME 40 Min.C-60 �YM�M&R S MMET YCAL INTERIOR&EXTERIOR FACE W1(2)#60/2'TEK SCREM Oil MIN SEPARATION.YARIES CAL V/ �0 2- CLASS CENTERMAT S W/ CENTERMATES CHEOULE) M... (SEE S . , ''1 1 -4) ..EXTERIOR ACCESS SIDE S I : INTERIOR ACCESS IDE --- ----------------- ----—-—------- A (6'Min.) 5 4 C41 ----- N --—--------- 122 --------—--- ------—-------— <1 --- (2)42 (21 21 2 742 j ILOCATED AT 12 - ------ --—---- HV HEADER/SLL ENDS VIEW Y 3 1/4'(Typ.) (6"Alin) 24 SIDE CONNECTION TO TRACK 3\13 (cant.) 6 112'(lyp.) 7' 6 1/2'MAX. SLACK EVA BY13 BLADE SLACK DETAIL HVE EVC FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zonel 01101111111114"1 @ 2015 EkSTM METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System A.S.S.A. KV.OLCE#1 W/CR W/O KV.WMM MADE Shutter Systems tEVv H4 DESCRIPTION DATE I DRAWN BY. IiLL TICCIT TESTING & ENGINEERING COMPANY .f-0 RTATP n; 6335 K.W.36,A.SL,St..308,VOWNLA GARD04,FLORIDA 33164! A3soclation, Inc. I OLD 11-192 4/13/15 GAIL' 4/13/15 Phone:(305)071-1530.Fax:(305)871-1531 4268 Westroods Drive 1 —DRAWING No e-mail:totwoo.f.cm West Palm Beach, FL 33407 3 EB-0006719 — 15-085 WALTER A.'nLLrr J,PZ 4 FLORIDA Lie.j 44157 5 SHEET 0 6 20 OF 20 _j