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HomeMy WebLinkAboutProduct Approval 3/27/2017 Florida Building Code Online C6 - g a a .YT3 42.. 9,��.�, .� s ,+' krvn9� ✓ r 3 {• s1�'* .'. F�` ,. _.�K' �."c E, e, b ':'SS'Y�F' ,��•;'', ...�.. Y3♦••� .t1t t �Rt BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications [ FBC Staff BCIS Site Map ` Links I Search bFlotida 9, Ig" fit;,Product Approval -- V .USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail s� n� e FL# FL1850-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 ', Validation Checklist- Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ.Ddf Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://floridabuilding.org/pr/pr_appdtl.aspx?param=wGEVXQwtDgs9%2f%2tiCOhpJQoeIShOCDrfdBDPfc3tFpHgWr4gNQIpQg%3d%3d 1/2 3/27/2017 Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing#.15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RSO II A.S.S.A. INC. drawing DRWG.15-081.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 FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-081.Ddf positive ASD load and 13'-O"for 35 psf negative ASD load for Created by Independent Third Party: Yes one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo) - HVHZ- Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A. INC. DRWG.15-079.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 13'-2"for 30 FL1850 R10 AE A.S.S.A. INC. P.E.R. DRWG.15-079.odf psf positive ASD load w/o window blade, 16'-0"for 30 psf Created by Independent Third Party: Yes negative ASD load for HVI blade w/o window blade for conditions indicated on schedule #1, sheet 12. And 15'-5"for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 1 Only(HVHZ) - Drwg# 15-080 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A. INC. Drawing DRWG.15-080.gdf 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"and FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-080.odf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HVI blade, 8'-0"for+64, -72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0"for 110 psf, for HVI and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Back FEE Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ached Credit Card. Safe https://floridabuilding.org/pr/pr_appdU.aspx?param=wGE/XQwtDgs9%2f%2ftCOhpJQoeIShOCDrfdBDPfc3tFpHgWr4gNQIpQg°/gad°/g3d 2J2 GENERAL NOTES: 1.BERTHA H.Y.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 MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES, TABLE OF CVNTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY DIVE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIDNALRY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS•D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. AREA-1• HV BLADES CD& W ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHAH BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS " BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER DI VERIFY THAT ANCHORS ON THIS FOR AS TENDED,WERE NOT OVERSTRESSED,A 33 E INCREASE IN ALLOWABLE LOADS FOR WIND28LOADS WAS LAB USED TI THEIR ANALYSIS.BEATL SYSTEM COMPONENTS 21-37 SHEET 3 H.Y.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN YEFOFIFD IN ACCORDANCE WITH SECTION 4628 OF THE ABOVE MENTIONED CODE AS PER ATL TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 REPORTS: -HV BLADE O#0214,01-01 @0715.91-03,$1004.01-05,01214.01-05,X0317.02=06,10609.01-10 AND 10210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS &$1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2: FIV BLADE(J).AND.FN WINDOW BLADE (t -HV WINDOW BLADE 0 10505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER FAS 202 PROTOCOL (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.HV BLADE(1)AND TLV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 &BERTHA H.V,ACCORDION PINS(MA SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 14 14X2.75 AND$ 101.75 RESPECTIVELY,410-HT MINIMUM CENTFRMATE DETAILS HY SHEET 8 SERIES STAINLESS APPROVED COATING APPLICATOSCRRS REGISTERED WITH AMERICAN SHUTTER WITH 135.0 W.YIELD STRENGTH AND 180 1.1 TENSILE STRENGTH.PINS SHALL BE COATED b'YSTEMS ASSOCIATION.PIS MUST BEAR THE HV MARKIINNHG ON THEIR THA H ROSHIEA COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 - 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TES ALLOY IS 31.7 ksi AND 35.7 kai END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 FOR 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kei MIN.YIELD NTRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 _ 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k6L MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR"SPECIFICATIONS:HV BLADE Q: 12,13,14,14&15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 75 IN BLADE(D&0 WORKING IN UNISON:1Z. 73& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERT14A N.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,iN WHOLE OR iN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9.R SHALL BE THE RESPONSIBILTTY*OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TRE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. AREA 3• W WINDOW BLADE 1nA ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL.IN A VISIBLE PLACE WITH WARNING NOTE'DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11,SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION,AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE AREA 4• HY WINDOW BLADE n ONLY 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. DETAILS,INSTALLATION METAL.STUD WALLS SHEET 20 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENETIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROTECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O..PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOTROS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) MIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS_ THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS HE PRO BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD SUBMIT FOR THE PROJECT AND WHO WILL DE WINGSRESPONSIBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMR TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TRE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. BUILDING_"M FLORIA CQ (Hi h Velocity Hurricane Zone ¢�1 Q�' ✓ ®2015 EASTERN METAL SUPPLY, INC. ��1 ya, ;.��jGENS�r•. 9 BERTHA HVTM !L E C 4 INC. A■S,S■A■ Accordion Shutter System KY. #1 W/CR W/O H.Y. W NWW MADE .�C Americr putter Systems REV.N. DESCRIPTION BATT DRAWN BY: M.L •[, TILIJT TESTING & ENGINEERING COMPANY '-a' / ( 11395 N.W.36N.St..St,.SOS,MRGM4l GVIDENS.MORM 3315 Association, Inc. 1 QLD 11-193 4/m!1 DATE: 04/10/15 Ph ona:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 DRAWING No e H:BRacaoe.1- West Paim Beach, FL 33407 3 4S�aNAt. ®-0006719 Phone: (800)432-2204 . Fax: (501)209-8380 4 15-080 WALTER A TILER Jr.RE P.E.SEALj51GNAi6RE/DATE FLORMA Ric.f 44167 5 SHEET 6 1 OF 20 MDOW BVDE® VARIES 1.918" 1.491" - q - M , 4.371' �Sq 4.385" p5 �;.,• 10 HV SOLID BLADE 3�HV UNIVERSAL FLOATER 375 �� O HY 90 D.EOR STARTER COVERED UNDER US PATENT # 5458179 ° QUAUFlED FOR USE W/ QUAUFlED FOR USE W/ HV BLADE 1Q ®.HV DIRECT MOUNT HV BLADED 1� HV WINDOW BLADES 6.005-T5 ALLOY AND TEMPER QUALIFIED FOR U7)E W/ HV 6063-T6 ALLOY AND TEMPERBLAD37 " -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ALLOY AtITT0 TEMPER 6063-T6 ALLOY AND TEMPER 3.226 1.500' 7y$ •994- 2.670' 3.556• LTYI'•) 1.000• o0 670 2.2 26" 4.897" o072 o 842 .815" .092" H 0• c (� HV ADJ. ADAPTER W/LIP 4.436 12 ' 920 072" 3.226" •07 QUALIFIED FOR USE W/ HV $ HV WALK-OVER TRACK BLADE 1 0 O9 HV TRENCH TRACK 3.750" ©HV ADJ. FLOOR TRACK 6063-T8 O QUAUFlED FOR USE W/ FN ALLOY AND TEMPER E1(ppE QUAUFlED FOR USE W/ HV QUALIFIED FOR USE W/ HV - oY A�o TEMPER BLADE OI ONLY.' 1 HV RAINGUARD BLADED 60 -T6 Y AND TEMPER QUALIFIED FOR UZE W/ HV 6063-T6 ALLOY AND TEMPER "' VARIES 1.936' BLADE 1 - 1" 1915- VARIES---`i-97 6063-T6 ALLOY A 0 TEMPER Max. 1.917- 083" 08}' $ ,08}• m 063" .093" .093'' °i .12 100" .060' � 3521' o 3.5p29i .093" ,080 670 .060• -060' 670 1.688" p,%A670 670 3. . .093"o n jil. 1 HV HEADER/SILL ll�\ 11 HV CEILING HEADER ® . 13 C DE $ Q LIFTED FOR USE W/ HV BLADE 1 ONLY, ALIFlED FOR USE W� HV BLADE 1QONLY QUAL(FI R,USE W/ HV B E0 4 HD WALL HEADEg/SILL 6063•-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER 6063-T6 AFLOY AND TEMPE BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER 1 MN%MNY MNt COMPONENT A B T, T2 X Y 1. V 0.062' 2- 5'MAX 1/8' 1/8' 16 2' 5•MAX. 0.192" 0.192" 1� SIDE ANGLES % QUALIFIED FOR USE W/ HV . ALUMINUM ANGLES ,s 2.50r MAX. 0.,90• 0.,90 (EdCORNER POSTS BLADED QUALIFIED FOR USE W/ HV QUAUFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADED ONLY, 2- 5'MAX. 0.139• 0.131' BLADE'U1 6063-T6 ALLOY AND TEMP E ® 6063-T6 ALLOY AND TEMPER �����*�n.� FLORIDABUILDING CODE Hi h VelocityHurricane Zone t1 �T� ®2015 EASTERN.METAL SUPPLY, INC. vc��:. - BERTHA HVTM - /T1L ECO �N�. A■S■S■A■ Accordion Shutter SystemKV. L�rnE�T w/OR w/o Kv vANoow BLADE •O / TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.Na DEscRlPnowo1r 1t-793 t0/1 DATE: DRAWN 13Y: M.L. 6353 N.W.36M SL,St..305,VIRGOM O4 MS,FLOR[11=-1Association. Inc. / E 04/10/15 Phony:(705)871-1530:Fax:(305)877-1531 4268 West Roads Drive 2 DRAWING No (CWest Palm'a qII:lilt v®aol.wm Beach, FL 33407 } =_ssjONAL�N EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 5-08� WALTER A.TILLIf Jr.PX SHEET P.ErSFAI./SIGNATURE/DATE FLORIDA Uc.8 s 44167 5 2 OF 20 4.660* 4.576' 929* 1/4-20 2.293' .745" 93" 0.3 READEAD TR6O� 0 CAST USING ENAAIOL 1/4--20- BAKED PAINTED (2 TYP-) THREADED 4. v •318 BRIM CYLINDER @ 0,04 A. Ik KEYS(CHROME (CHROME PLATED) 21 RV CENTERMATE PLATED) QUALIFIED . D&®ONLY 2 HV F BY LOCK FOR USE W/ W BLADE( FLOATING C---NTERM 3.02 NV EGRESS ICK 6053-T6 ALLOY AND TEMPER CUBED FOR USE W1 HV B ONLY BLADE QUALIFIED FOR USE W/ W QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMP 2 1 HV CORNER-CENTERMATE BLADE ONLY. BLADE(1)& (9 ONLY. . 2.874,. .21-IFIED FOR USE W/ BLADES ONLY 250-OX 18 is" L 56' �92 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 4.045* MOLDED TO SCREW 2.079* 1.753- 360*AFTER RIVETING BEFORE RMNG 1/4 X 3/4" S, . THUMBSCREW VA70-20 RIVNUT* *SIRES 9444 AUJLRNUM(2024-0 ALLOY)LARGE FLANGE THIN SHEET HUTSEW,PAW I OM,AS MANUFACTURED BY AVI)a "822- PLAN FRONT ELEVATION &-MALE "T" LOCK C CS-6 CHERRY TEXTORN,PARSIPPENY.NEW JERSEY 07054 OR EOUAL 2r J7 LQGKER FOR !I- LOCK CENTERIVIATE QUALIFIED FOR E W —LADE 1 ONLY ® HV LOCK CENT "Tt' LOCK HV ALTERNATIVE LOCK S A U 38TRMILYR MALE ERMATE Hy QUALIFIED FOR USE W/ HV BLADE(DONLY 6063-176 ALL.Y/11'.VTBEMIER QUALIFIED FOR USE W/ HV.BLADE ONLY QUALIFIED FOR USE QUALIFIED FOR USE W1 HV 8 6063-176 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP IV BLADE Q ONLY. LADE(1)ONLY. 1.917 1.917" J, 063" -\-THfJIABTURN .063 .062- CYU DER OR 14 KEY CYIJNDER Z45' 75 31 ATE NO LOCKIING ROD •lip CENTERMATE W1 LOCKINr. ROE) -81) CENTERM .0 0 110 QUALIFIED FOR USE W/ HV BLADEW&(i� QUALIFIED FOR USE W/ KV BLADE W&0-- 0 F, . 60637T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT VARIES, 12'WIN. QUALIFIED FOR USE WZ W BLADE(�)& 1/4'0 s. S-0 1.130' 6063-T6 ALLOY NO TEMPER ACETAL-,z. *1/2* (7�r—(SEE DETAILS) of?CYLINDER T I I L.57 Min. KEY *15r CYLINDER W" 1.78'Me. .8 (�� LOCKING RODn, CY/4'13 HD LOCK QUALIFIED FOR USE W1 HV BLADE 1O }J1w/K3"0-16 ACETAL w 20 AISI 30 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-176 ALLOY AND TEMPER THUMBSCREWS -5ERIES S.S. THUIAB�SR QUALIFIED FOR USE W1 HV BLADEO& @ - HOLE QUALIFIED FOR USE W/ HV BLADET QUALIFIED FOR USE W/ w B� 5 INSTALLATION WILL REQUIRE A 7/16 E DRILLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE(High Velocity Hurricane Zone, ,It A. .0 2015 EASTERN METAL SUPPLY,INC. w ............... Z BERTHA HVTM Accordion Shutter System /T1LfEC0imc. \ A.S.S.A. xF 0 H.V.BLADE#1 W/OR W10 RV.WINOW BLADE ,;j!7 Xj American Shutter Systems REV.N. DESCRIPTION DATE IDRAWN BY-. "a TILLIT TESTING & ENGINEERING COMPANY M,L 8rA-f F n-r 53M N-W,36M St,Ste.�03,MRGM GARDENS.FLORIDA 3316( Association, Inc. I OLD tl-193 4/10/lq CAM' 10 15 jt• .ell Ph. (305)871-1530.Fax;(305)871-1531 4268 West Roads DrNe 2 DRAWING No ORIDN.- .—W West Palm Beach, FL 3.3407 3 raRLl� ........ M- 06719 Phone: (800)432-2204 . Fax: (561)209-5300 —4 WALTER ALTLuT j,P.E. 15-080 FLORIDA U.It 44167 6 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE HV—a—Ey—g— 41 12*M , Cc T HV BLADE 1 4 TO GE I P L, gfizs E AS75" 12 MR 01 CE T .1 0 1 E P G r A @ W BLADE 1A HV V DOW BLADEx_x .0625' W LONG RECESSED NYLON BUSHING BLADE�S -0 OPENIN o8l. y KNUCKLE G625 - 185, HV SHORT RECESSED NYLON BUSHING =§ (Typ) 3 CJ PC W NYLON HAi WASHER FLAT PORTION B Rn 3750' 41 HV WHEEL CARRIAGE AJSl 302- 303 SERIES 0.870"x.3/16" THICK NYLON WHEEL 2 71C WIN, HV WINDOW 0.188"O AJSJ 302 SERIES S.S. RivErs --- 315*0 CLEAR SEPARATION 03.00 BETWEEN 3.7500- @ W 1 3/4'ACCORDION PIN W1 #8 HEAD * EXTERIOR BLADE • 0625 OPENINGS 5 @ W 2 3/4' ACCORDION PIN W1 #8 HEAD * .4 . - I ON C NTERS .75OW 41 �71/4' &HMR a LVAnCN POLYCARBONATE IMPACT RESISTANTCLEAR HV WINDOW 'j I 1, 8— TYPICAL BY WINDOW LADE (t-A AND AIDS POLYCARBONATE HV WINDOW DETAIL I so 3/4' 7p 6 F r� !1 3 (DOR or @ N.T.S. (,tSEEU OTE FOR I I (jD)OR @ N ED IRE.ENTS) POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, (1V—STABILIZED GRADE OR SABIC 2ME TO a I Im INNOVATIVE PLASTIC LEXAN t03 RESIN wDOR I (SEE NOTE -F' ON SHEET 19). I (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR Lf I W (9 BLADE. EXTERIOR POLYCARBONATE SOURCES FOR APnrASUE falSw TYPICAL SHUTTER ASSEMBLY TOICAL.PROPMES (2) HV PIN @ MAY BE USED IN LIEU OF ® AND ONLY AT HV PIN OR IAT 0111. T®R OR -324' BLADE'S KNUCKLE. Mftv= EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D oo (SEE NOTE* FOR SITCFIC oMVny ASM D792 01M lb'l.' MIALS'Ipr BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. REQUIREMENTS) TENSILE VELD ST Asn"0035 9.40a P� 9.500 pla (3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER ruxurAL swnam Ar rmD AM D79. I zwo P+- 13.400 P.L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, RlDam MODULUS "a?" 3%ow PSL 3451000 peL SHEET BEAM, ASN 0256 'a 17 FT-te/,L. VFL CARRIAGE DETAIL SMOKE DUISV ASTU MU 472 X .44 X"'A' ASSEMBLY Q MTE OF CIUMM ASM Dais' C-1 CLASS C,l CLASS SELF wAnm AM 01029 Im T 950 T Aa AI G Mau P Sabo P-'L (1�HY BLADE SOLID & HY WINDOW BLADE DETAILS !�.= 7 ASM M M61 p'.i. Saw NIL N.T.S. A FLORI A BUILDING CODE(Hi gh Velocity Hurricane Zone, Q 2015 EASTERN METAL SUPPLY,INC. .......... pw QF%'- BERTHA HVTM NO Accordion Shutter System �'fi—L Vic'6�,- A.S.S.A. H.V. MADE#1 W/DRW/O H.Y.WINDOW MADE American Shutter Systems RCV.N. DESCRIPTION DAIC DRAWN BY. M.L. AlILLIT TESTING & ENGINEERING COMPANY -0" 36th.St,Ste.303,MGM GA4IDIS.FLORIDA 3316As 7E OF . soclation, Inc. I OLD 11-193 04/10/IZ CAM 04/10/13 -- Ph C.:(305)871-1530.Fax z(305)871-1531 4268 West Roads Drive 2 DRAWING No of West Palm Beach, FL 33407 3 tift-0-1— S —;'OIIA,L E13-G0O67I 9 Phone: (800)432-2204. Fax: (561)209-8380 4 15-080 WALTER A.TILUT - Jr.P�F IE.S fm, FLORIDA Lie,1 44167 5 SHEET 6 4 OF 20 "NOTES ON HV LOCKS AND CENTERMATES: 1.MANDATORY i1.ONE HV LOCK®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 'L1 OR 12"ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105"•AND FOR INST TIONS AT ANY A e c o ®+_ u N s T c ®� ELEVATION. FDl LOCK 2 Dr MAY BE'USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR GENTERMATES W/(2) i/40-20 x 1/2"LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTIIi ELEVATION. 2. / OegQo" LOCKING ps AT TOP .OTTOM TWO SttALL TW BE SED TWO W S OR F R ANY SPAN AND OR ONE f I'll I N ALIATt K OR W ANY ELEVATION. 16 eN HV LOCK 0 OR®SHALL BE ATTACHED TOOR®CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1.Loci ION OF LOCK LOCKS AS APPLICABLE SHALL.BE AS.INDICATED ON TYPICAL _Hso-x�^ SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. `�' 3. • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP To TWO HV �7 LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ! ' 4 aRg_" 6 ORLOCAOSHALL BE AS INDICATED ON NOTE (1)ABOVE. °R'�0°R® °"® N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. Ill 11,11 1 U611:04 DATORY CONDITION 11 OR UMITED MAND&Mff-QQWMON 6 � #zT= Wj1W0 H.Y. I); LOCKING RODS ARE NOT REQUIRED Al, URRICANE POSITION, BUT MAY k ° ° BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING R005 0 OR AN ALTERNATIVE DEVICE _ MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSMON). �7 �Q 5.WN0&MM CONaM0N i?:ONE HV LOCK® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED.TOCORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 2 AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. dg4� NGY MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. • ONE ALTERNATE HV LOCK MAY BE USED IN IJEU OF HV LOCKar FOR ANY SPAN AND INSTA TIONS AT ANY ELEVATION.AL NATE LOCK MAY'BE USED AS AN NSIDE OR OU151DE LOCK.ATTACHMENT I 7j4'0-20xA S. ._U._ REW TO�Oft®C177TERMATES SHAIt BE MADE'W/tj4.0-2Ox3j4'ALUM. RNNITi q5 SHOWN ON:SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED A7 1/2 OF SHIffIER SPAN OR TWO LOCKS AT 1/3 OF SHTTER.SPAN, SEE ENO _ 7_M+4NOATORy[Y1tt0TR0N R FOR KEYSTONE MOUNTING,INSTALLATIONS:- ONE tN LOCK®or®or @ SHALL BE CONNEC11ON USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP DETAILS TEP'FON D r E N I ' xL u P o x v w X TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or 0 or @ MAY.BE USED AS AN INSIDE OR SHEETS FUds _,� OUTSIDE LOCK,ATTACHED TO @ or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. HE IGHT. LL 11 MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS®W/ HE - ...� OF CORNER OR(D TOP AND BOTTOM IS COMPLETELY MANDATORY. CENTERMATE * C D ES' 1.SECOND ALTERNATE TOADTRY CONDITION ON�t V m-ONy FOR D CEIN—AaTES®AND 10+15 e"t'-,.1+ IQoN ONE ALTERNATE HV'T LOCK'?MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND I STALLATION AT ANY ELEVATION.ALTERNATE LOCK 0� AY BE USED AS AN INSIDE OR O, IDE LOCK.ATTACHMENT @)+0+��a a O+l g aR OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE ��,:J CONNECTED TO CENTERMATES®AND(Z9)W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32" Q+�aN 1�3+NYlm(Rl+©� WINGNUrOR W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4.0x 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' Ca}+ a s+13�(,1 s✓•�5✓«®"C +� *NOTES ON HD LOCKS & CENTERMATES• r �+ ' A r� p n : ONE ALTERNATE HD LOCK�MAYBE USED IN LIEU OF TYPICAL i HV BLADE SHUTTER ELEVATION HJ LOCKa^ 0R FOR ANY SPAN AND MsrALTAT10Ns Ar AM'ELEVATION.ALTERNATE H0 LOCK(ED MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK Sf�t TO�IS W/3#8 x 3j8' F.H.SS.M.S.,AND INCLUDES REINFORCEMENT INSERT(a AS SHOWN ON SECTIONS HOB- AND C-HVG SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS t@ 15 COMPLETELY OPTIONAL. tittrr�rrrr�r�.,r��.. CQ4 i h VelocityHurricane one -;�� 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM * TU�LECO ,Ha. AL.IS.S.A. Accordion Shutter System rr��j H.V. BLADE#1 W/OR W/O HV.ti41NDCAN BLADE -0 OF Ameriaon Shutter Systems REV:No DESCRIKION DATE DRAWN Sr. M.E.. p . ;, ww �•' TILUT TESTING & ENGINEERING COMPANY � 9355 N.W.36M.Sl„Ste.305,NRGiNW WIDENS,RORIUA 7J16 Association, Inc. I IXA 11-tea 4/10/1• DATE 04/10/15 ]i Phone:(305)871-1530.Fax:(305)871-1571 4268 West Roads Drive z }" S�ONlIL� a-maO�eR6o�pLaam west P°Im B°DCn, FL 33407 3 15w1080 "'='.+i..,,t,p.•t�,,• WALT172 A.tILLR d,P.E. Phone: (600)432-2204 Fax: (561)209-8380 4 P.E.SEALJSICNATURE/DATE FLORIDA Uc.g 44167 6 SHEET 6 5 OF 20 POURED CONCRETE POURED POURED OR 1 REQUIRED CONCRETE BLOCK 1/4'm-20xJ/4'S.S. CONCRETE CONCRETE CONCRETE ANCHORS CONCRETE/WCHORS MACHINE SCREWS REQUIRED REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON (SEE SCHEDULES W/1/4--20 SHEEP 13) SHEETS 13& 14A)) NUTS 0)12'O.C. (SEE SCHEDULE ON SHEEP 13) 1' 1' Min. 1/4.0-20x3/4"S.S. Min. __ 17 oR 18 EQ VQ MACHINE SCREWS --_ EQ EQ USING 1/4'-20 NUTS 2 1 2' 0 12'O.C. 1/ E.D.* /. .250'Max, _- _ 13 oft 15 {� 13 OR 15 L 1 D 1 I .250'Max. * + I I Max• it I E.0 i i .D.• I i i I OPTIONAL I l i i OPTIONAL 1 MN.SEPARATION , MIN.SE=10111 I1 TO MASS(SEE i 70 -III SC}iFAIIE (��AE�TI `I}' ®� 1 I (SEE SCHEDULE ON 1 IXISTING 11 ALT 191FOR I i --OOR i MIN.SEPARATION L11 1 EXISTING—I SHEET 11) CLASS-� ® i I i TO GLASS —(SEE SCHEDULE ON IXISTING SHEET 11) I I i "T'S�" ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION IXISTING EXISTING i - G.,�,.,:I _ C i I MIN.SEPARATION 1 MRL STP/V(TION 1 �N �� 1 EXISTING TO GLASS TO lXlSS SEE I I GLASS (SEE SCHEDULE O 1 I MADE HAND MIN.SEPARATION I I SHEET 11) i ON SfffEf 19 FpGRR L���jj i TO GLASS n I I BLADES s' i (SEE SCHEDULE ON OPTIONAL I' I .4 SHEET 11) .D.• �N i I I 1/4' i E * -_-- j_ Maz OPTIONAL i 1/h'Maz 'Cy'� ' 13 OR 15 All E D.*. i'i i i D I i 1/ r'---- - 13 OR 15 1' ---- 12 DR 14 -_ - 1/4'0-20x3/4'S.S. Min. E EO PHIWPS TRUSS HEAD 1/4'0-20x3/4'S.S.PHILLIPS FC.011G.RVTE MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCRLTE ANCHORS 7' 1/4'-20 NUTS 01 12'O.C. (SEE SCHEDULES ON W/1/4'-20 NUTS® 12O.C. (SEE SCHEDULES ON Min, POURED CONCRETE SHEETS 13&14A)POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK OR CONCRETE BLOCK ORS REQUIRED WALL REQUIRED O HV WALL SILL INSTALLATION (SEE SCHEDULES ON O HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 13 At I4A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION ` INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER * E.D.- EDGE DISTANCE �J`' ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) ♦ SEE IJ IA ONS OF USE 19 \1/ H ♦FOR BLADE 2-MO.UNRNC SECTIONS CAN BE COMBINED IN ANY WAY YO SUIT ANY INSTALLATION. �1FLORI BUILDING High Velocity Hurricane Zone t 9Q� (9 2015 EASTERN METAL SUPPLY, INC.BERTHA HVTM If IL E C O .N�. A.S.S■A. Accordion Shutter System FLY. WOE#1 W/OR W/0 Kv WINDOW MADE TICCIT TESTING do ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: Ml / w : �•'., ' OT�;' '�` 63,�,M1 N.W.36M.Sl,St.JaS,VIRGINIA GARDENS,FLORIDAFLORIDAA 3316 Association, Inc. 1 OLD 11-193 14/10/15 DATE 04/10/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive z DRAWING No t` c-mat:UltewoaDl.com West Palm Beach, FL 33407 3 C C �FSSIONA�-r • WpLTptB0.00671ULU Jr.P.E Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 P.E.�SEPL/SIGNATURE/DATE FLORIDA Uc.#44167 5 6 SHEET 20 OURW C CRETE ANCHORS i tm sSEAWalal CONCRETE (EE SCHEDULE ON 13) I mc (SSE 1 OR REQUIRED ( HEDULE ON EDGE OF 1111 MR OMEft la rn 1 TO Cl� SLAB IF I W 94ET f9 F6R (sa:soma[a i Im1 SEPawilal rl:D. APPLICABLE IXNG g, Qt® ' EXISTING. i serOtr tt) i(�saEDUMGLASS0100/4 HEEAD I' ILOCATIONER i ' i ' ?1p(SCREWS O ' 1 OR 1 OR 15 i 3/5 u1N.. 12.O.C. i { {I EXISTING CONCRETE ANCHORS I G + 7 I (SEE SCHEDULE ON g 1 I 01 I SHEEP 13) WQE OF LAB IF %ISTING { 'I i —.t ; ti i EDGE F I APPLICABLE EDGE OF SLAB IF SLAB IF I X1/2 1 ��OF APPLICABLE { mM SOVAUM APPLICABLE .q, E.Q. APPLICABLE W CLASS(SEE E�T U 11111 FOR��ECtlrua w' i ♦ POUREDPOUREDD. CLT sm 19 R 1 ® CONCRETE I CONCRETE ACOA® REQUIRED E. D. D.*--+ REQUIRW FLAT HEAD CONCRETE ANCHORS FIAT HEAD CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEEP 14) (SEE SCHEDULE ON SHEET 14) REQUIRED (C� HV (8) HV FLOOR INSTALLATION t (114Y WALK—OVER INSTALLATION. 11 TRENCH INSTALLATION AUD ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING& FOR SPANS PER SCHEDULE 04, SHEEP 11 CONCRETE ANCHORS _ SEPN " 'I 1 (SEE SCHEDULES ON �(sm ttum�ixc a EXISTING I' I SHEETS 14& 14A) s1eaT tt) MIN.SEPARATION EXISTING—i GlAss� TO GLASS EXISTING °G � W GLASS i i = ~(SEE SCHEDULE OL LJ G(ASS--t MIN.SEPARATION 1 1— '(s¢ SHEET 11 ' - TO GLASS ' w slrrrr u) I ) (SEE SCHEDULE O I II ip'e �T O r1TEO�OCY OR llVO POWERS �• I SHEET 11) �1 rfi FASTENERS TAPPER+ANCAIORS W/ I IMAX. _IL 1 3/4'MN.U11)EDWENT o 6' OR 1 rJ I 810x3/4•HIX 0.0.FOR UP TO 6'-0'SPAN AM IT. '' WASHER HEAD 4'D.C.MR SPANS IA RGER TFVtI I.t SCREWS 6'-0'l!P TO&'-o'FN1L APRY 814x3/4• HEX HEAD ' y 1 8• ® 12'c .C. SF/J/'1+T A7 EVEx/FASTWFB MFAD TEK SCREWS a s'o,c. 4 - --- 8 I i (TYR>(STE No E tt oN 9ffT 11 3T 1/2• { 814x3/4'S.D.S. MNr• EVR uMrAilorbl MAX, OR 1/4"0-20 S.S. M.S. CONCRETE ANCHORS _ _ 8 + ]� J/6 r 1 ' I SEE SCHEDULE ON 1 O 9'0.C. ____ i 1/4 i t SEALANT W/NUT O 9'O.C. I ( -__ Max. .. I SHEET 14) 1/2' t/4-e-zox3/4..ss Is USINO 1/ 20 NUTS Iii i O 1: a iz'o.C. 1 /6' 1 7/8' /14x3/4'F.H.S.D.S. •' . CONCRETE ANCHORS SEE NOTE 13(b) O 9'O.C. r E%ISIINo NON STRUCTURAL .0 POURED CONCRETE (SEE SCFIEOULES ON ON SHEEP 1 2.00'MINS S:. wML TRIM(DECORATIVE SEE NOTE 73(b) ••,e••' ,D OR CONCRETE BLOCK SHEETS 13& 14A) POURED CONCRETE ON SHEET 1 '.'•1•:•• E.D. Ie SILL) REQUIRED ';.MIN:• ,.;r.r- EDGE OF OR CONCRETE BLOCK :? POURED CONQRETE oPnoNAL TOURED SLAB IF OK HV WALL FLOOR INSTALLATION REQUIRED RECUWED CONCRETE •-.`. .',�. + •`•, x'- REQUIRED APPLICABLE © HV WALL WALK—OVER INSTALLATION `• HV RAINGUARD INSTALLATION t @)KEYSTONE MOUNTING INSTALLATION HQIE: MAXIMUM A.S.D.DESIGN PRESSURE+".-72 Pal NOTE FOR COMBINATION OF SECTIONS: t THIS INSTAUAMAXIMUM sHunEN SPAN W-o' TION SHALL BE •E.D. =EDGE DISTANCE REMOVABLE WHEN PERFORMED ♦ SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS W / CD HV BLADE 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT ASSEMBLY BLADE(B ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE IN ANY WAY TO SUR ANY INSTALLATION. ��� � gUILDING HI h Velocity ttUTTICOnO Zone 2015 EASTERN METAL SUPPLY, INC. GNSE' BERTHA HVTM A S.S.A. Accordion Shutter System — ECO INC. •:aN.v.R-ADE#1 w/()R w/o H.v N1NDUIN MAX"�2lT Ey American Shutter Systems REV.No DESCRIFTION DATE DRAWN BY: M.L. ��V� TIL UT TESTING & ENGINEERING COMPANY '} Association, Inc. 1 OLD 11-193 4/1D/ls DATE 04/10/15 y P 6355 N.W.36St.,Ste. WIta ROA GWOENS.ROWED 3316( ` �`••'• :• N. .30 West P West Roads Drive 2 Ph ono (305-mail:330.Fax (303)871-1531 DRAWING NO mml;Bltecotiaol.com West POIm Beach, FL X3407 J 9�FFSSIONP�� a EB-0006719 Phono: (800)432-2204 . Fax: (561)209-8380 4 — 080 WALTER A TILUT Jr.P.E. 5 SHEET P.�'gFAI/ iU1tE/GATE FLORIDA U.B 44167 6 7 OF 20 SEE END WALC SEE NOTES ON LOCKING RODS3® HV LOCKS(D or 2® **� � IN LOCK ISoGT 90' IN IXISTING GLASS INSTALLATIONS W/ I HV EoAILHVF IS FOR ON SHEET AL BLADE W1 HV CENTERMATES CENTERMATES APPLICATION WITH BLADEQI 2Z OR a ONNE TION 10+15 ©•�� 1©+Qaa —— EXISTING GLASS DETAILS ON SHEETS 1 ©+ ]�+©a,©+O+®oa 2'»2•»,/0•x0'_2' I ®+®°fl©9.©oa 19•�wO9 3 I/4" 7. —— 6 1/2' 7" (6063-T6 ALLOY)ALUM. i OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON 1/2' ©� ANCHORS TO CONCRETE I CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)k 10x3/4-S.M.S.0 12• � —�_ TO GLASS (4)gtoxt/z'SM.S.TO TUBE g o.c.FULL LENCNr. W/ HV LOCK or f1b) HV .00K ( or 2 AT EACH ANGLE(TYP) I * * L 3 (SEESCHEDULE 1� ON 5 5* � � 5 1 90, m Z' OUT. ®�� ®� HVA ® HVB ©°P®oR©+OO oa®�10'®°R POURED CONCRETE OR © OO ©oa© OO .��I ) T�IX�"NG Gl/55 REO NCR O BLOCK WALL EXISTI�028- ' Saa1 Boa 8 Ica � C------�.------ VSO`©� 0+----t —._---- © ©'O O'O SYMMETRICAL * U U C�°a MIN.SEPARATION cLas '®°"�,©°" OgJ�ciass 1 5 CENTERMATES* 6 IN ( ,s cllSL —— — W/ HV LOCK L6 0PnaNA SEE SCHEDULE ON MIN. oa©'®® * —� (INTERIOR) ©'®°e 1 9+�oR 19+©W+® SHEEP 12) SEPARATION TO GLASS OPTIONAL (SET:SCHED11) (INTERIOR) -- ON SHEHEDUL IN ( _—_—_—___—_ _—_—___ —_—_—_—_ OUT CONCRETE '� VARI ANCHORS O.C. a VARIES *Vo m ® OUT 6 1/2-MAX.SLACK * (EXTERIORl HVE HVf** 0 UT 5 ,,,,r,�,.,„�, HVD ,11'''/{`r ���// BUILDING OD Hi h Velocity Hurricane Zone ,,� Q,•;•�•LAIOF•.••••, D 2015 EASTERN METAL SUPPLY,INC, G�4�77rC BERTHA HVTM 44,6' A S S A Accordion Shutter System rTI L E CO N c. . . . • KV. BLADE#1 W/OR W/O KV.WNWW RADE A••' P TILLJT TESTING & ENGINEERING COMPANY American Shutter Systems aEv.N° DESCRIPTION %A DRAWN B/: %.% FLOR\�: ? Association. Inc. OD„-193 4,D 15 DATE: 04 10 15 O� .•• 6355 N.W.3em.54 St..305,vwcraA rrTmFt s. 1oRwn 3316 4268 West Roads Drive 2 IONA� Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No <-mol.tillecoOaoT.com West Palm Beaah, FL 33407 3 •�.y�r EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-"000 WALTER A TI LIT Jr.P.E. 5 SHEET P.E.SEAL/SIGNATURE/DATE FLORIDA Ua g 44167 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" -LOCK &OA HV MALE FEMALEF7" LOCKS CENTERMATES 8 CK E RS W1 1 HV BLADE SCF END CONNECTION DETAILS ON SHEETS 1O k 1s INSTALLATION n HV BLADE OUT IN G OMEQ9IAQ DETNLHVP, NDCATEDa„6HEE 6, Wf HD CENTERMATES ' AS WELL AS UNMTSAL FLOATING BIADE®DEUR.HDD-7NO CFS END WAL CONNECTION INolo"E.aN TH6%!MTT.NAY fiE USED NRH TMS ALTETdU DETAILS ON SHEETS 10 � 18 10 INSTAL ATION VEr L IM SHOWN iN.ila5 sHEEr. . (s9s3-rs 1 Auax. s „®.® (oPnONA*i) 4 ANl3F W�(x� g'f'c TAPCON I OPiI ] MGIbRS`O WNWEIE ———— (W/DOTIO.)a ------------------------------ ------------(---- ---- (4)I1o,1/x-Sys ro 1u� i Q FUNS.0 1z• _ AT F/CH AvnE p1P) O.C.FULL lD1GIR. * I N 4)H.V. I N %4NSH.�) ,aL ssrAwalm 30 HV "T” 1 PINS 5 - 3 LOCK (INSIDE) 1 ----- ------------- — -- - — — — — — r n. 5 1 28 2 1 1 1 r ® 31 a 22 5 OUT 31 oR 32 33 31 oR©2 31 oR 22 35 4 * 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35 OUT (oPnoNAL) HDC—HVC SEE NOTE 6 FOR HV LOQ(®. W/ 7/8"0 x 3/32" WINGNUT. wnDNAL)HDB—HVB SYMMETRICAL HD CENTERMATES Or LOCK,ON SHEET 5. SYMMETRICAL_HD CENTERMATES HV "T" LOCK (OUTSIDE) WI.& LOCK (EXTERIOR) J (%! LOCK (I-NTERIOR) •I•SERIES 94{4 ALUNIMIA HVC9* (202-T3 ALLOY)WOE RANGE THINO�('�"'O SHEET NUISM.PART 10820. 10-@-0-0-0-0- . 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Fax: (561)209-8380 4 IS-080 • WALTER A.TIWr Jr.P.E. 5 SHEET P.E.SEAL/SIGNATURE/DATE FLORIDA Ua.Q 44167 6 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE - CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCR A,D EXISTING GLASS J f✓t 16"O.C. �'— —/ 2"MIN EXISTING GLASS � MIN.SVARAnON 2"MM. TO GLASS(SEE 1+ _ _"{y 1 MAN.SEPARATION SCHEDULE U4 SFLEEi MAN.SEPARATION E EQ 70 GLASS(SFE 11 FOR BADE SAND TOE ULE O{SEE ATN.SEPATO LASS ATION (SEE 1 16E ON SHEET 'x3"MAX. ON SIIk7:T 19 FOR 11 FORAE ON SHEET i SCHEDU LE ONSHEET11FPR•wBAD�FOR Q {6063-T6}CONT. O& '10F73F�T 79 F�Da�D 71 FUR BLADE(�PAg1 (LOCATE AT 1 BAOEB Q& ALUM. CLOSER EITHER SIDE PLATE.(LOCATE 1/2 BLADESBLADES/ \ B' LSI&(g) iJ�-� BLADEa(D& OF 5�) AT EITHER SIDE MIN 1f2'MIN. - OF®) L .RUSE 1'OR 2"MAX. I 170x1/2'S.M.S. #10x1/2•S.M.S. I _ _ _ (AS APPUCABLE)x2"xt/8'x0'-2' --_ _ ® 16.O.C. ----- B i6"O.C. 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TO CLASS(SEEI 1 y •~L------- --- '--" - 6 OR®ORDOR SCHEDULE ON SHEET SOHEXLEON SHEET I1 FOR BADE(j)AND CONC ETE 1/2"MIN. 11 FOR ON SIM 19 FOR ANCHOR® ON SHEET 19 FOR CONCRETE E Brz^ESO&Q 12"O.C. 5 BLADES(D&ANCHO1©oR 13 oR�oR 1 oa t Q -- O.C. _____ i 2'(MIN. __ _ --- 1 2"MIN. EQ V F) OR H�OR i DR 2"MIN. 2"MIN. ♦ SEE E( AnONS OF USE FOR -_ � Y BLADE�ON SHEET 28 ( OR 3 OR) OR i VIE I 5 t OR 3♦ PLAN OHIO (b OR DETAIL X FLOURED CONCRETE OR �a©•Q7 a8Q 10•®a 10•®"©•�m�.®a CONCRETE BLOCK WALL � A� END INSTALLATION REQUIRED tOv���•�a.©•((�o, ®'O7 •QO0O6'l1•�N"' HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ®•�a�7 ®^•C� Q?�CJ����.� 0 NECT O DETAIL 6 FLORIDA BUILDING Cfl Hi h Velocity 1lureicone Zane y•� yyyyt V` -• 4�� m 2015 EASTERN METAL SUPPLY, INC. %% _„_. BERTHA HVTM r A■ .S.A■ Accordion Shutter System ._ ' L ECO 1Nc. H.Y. BLADE#1 W/CR W/O FLY.WNDUW BLADE /�t TLLLIT TESTING R ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPTION DATE DRAWN W. M.L.'• of �' Association, Inc. i OLA 11-193 4/10/1 DATE-. 04,/10/15 6356 N.W.N..St,Ste 304,VIRGINIA GARDENS,FLORIDA 3318 iv D d West RaOs re PFwno:(3D5)871-1530.Fax:(305)671-1531 4268 Wes2 �••• '••c��( !! a-mot:URewoo 1— West Palm Beach, Fl-334073 DRAWING No 1wL1Ea a0Tlunlir.P.E. Phone: (800)432-2204. Fax: (561)209-8380 4 15-080 P.E.SEAt%S'tGNATHRPjdATE FLORIDA Ua.9 44167 5 SHEET 6 10 OF 20 S #1 SCHEDULE #2 SCHEDULE #3 SCHEDULE #4 *NOTES: (1)L+: MAXIMUM ALLOWABLE SPAN FOR A 4 SEPAMON TO GLASS REQUIREMENTS * MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*'L+' AXIMUM SHUTTER SPAN*'L+" GIVEN POTLINE A.S.D.DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+" OR "L-" (it.) RATING. FOR INSTALLATIONS W/ "L+" OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS R "L-" (ft.) INSTALLATIONS L MAX.ALLOWABLE SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO INSTALLATIONS W W/ W NEGATIVE A.S.D.DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS BUILDIINSTALNG WITHIN ® dt®Or OF W/ ONE / THE FIRST 30'-0' ELEVATION OF BUILDING CENTERMATES. 21 k & �W/ TWO HV OR &�W/ ONE HV LOCKS HV LOCK or® or or HD LOCK W (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI RODS ® ® GENTERMATES� & ONE HV LOCK. OR OR LOCKS OR TWO OR W/ NO LOCKING SPAN FOR WALL MOUNTINGS OR W/ ONE HV LOCK ® W/ TWO LOCKING RODS OR ® W/ NO OCKING OCKING RODS ® TOP/SOTTO ODS FLooR/cEluNc: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS ® / ONE HV LOCK ® OR ® (VALID FOR MOUNTING 01 INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, TOP & BOTTOM ♦ SEE NOTES t,1'1) RODS *(SEE NOTES t," GIVEN A POSITIVE A.S.D.DESIGN PRESSURE® ( R ♦(SEE NOTES tt"� SHEET 7) RATING, DETERMINE MAXIMUM SPAN 'L+" MEASURED AT BOTTOM OF SHUTTER IS 3 _.UM CONCRETE&WOOD MAOMUM CONCRETE&WOOD M41muM CONCRETE FROM SCHEDUIF. MA�M CONCRETE&WOOD INSTALLATIONS b as.o. INSTALLATIONS O AS'a• INSTALLATIONS O As'0' INSTALLATIONS GIVEN A NEGATIVE A.S.D. DESIGN ' DESEN D+S411 DESIGN DESXRI PRESSURE FLOOR/CEIUNG PRESSURE WALL MouNnNGS PRESSURE FLOOR/CEILING MOUNnNG PRESSURE RATING,DETERMINE MAXIMUM MINIMUM SEPARATION TO GLASS SCHEDULE: RA WALL MOUNTING MOUNTING & BOOR/GENAS MWNTING OR SPAN "L-"FROM SCHEDULE (P...1.) (Paf- FLGOR/CEILING MOUNTINGS (P'`E') (P..J.) FLOOR ALL MeurmNo SHLEjTER W/ ONE LOCK VMQUT LOCKING RODS (+oR-) (+OR-) (+OR-I L+ (0) L--(ft) L+ (ft) L-(fQ L+ (ft) l-(fl) L+ (0) L-(0) FINAL MAXIMUM ALLOWABLE SPAN IS EOUA TO 711E MINIMUM DETERMINED SPAN INSTALLATION W/ INSTALLATION W/ 30 13'-2' 16"-0' 13'-2' 16'-0' 30 12'-3' I4'-9" 30 13'-1" 16'-0' 30 13'-2" 16'-0' SHUTTER METRICAL 35 12'-e" 14'-10" 12'-8" 14•-10" 35 11'-9" I3'-6' 35 12'-7" 15'-T 35 12'-8' 14'-10' BETWEEN"L+"AND"l-". SPAN �" G CENTERMATES CENTERMATES 40 12'-3' 13'-10' 112'-3" 13'-10" 40 11'-4" 12'-9' 40 12'-2" 15'-2" 40 12'-3' 13'-10' (3)PROCEDURE TO DETERMINE MAXIMUM105"SPAN FOR COMBINATIONS IN BETWEEN45 11'-11" 13'-1' 13'-1" 45 11'-1" 12'-0' 45 11'-9" 14'-3' 45 11'-11' 13'-1" 3 3/e's 4" WALL W/FLOOR/CEIUNG MOUNTINGS: OR LESS 1'-7' 12'-5" 12'-5" 50 10'-9' 11•-5' 50 11'-6" 13'-7" 50 11'-7' 12'=5 >105'TO MAX S 7 6's 4' 55 11'-4" 11'-10' 11'-10" 55 10'-6" 10'-11" 55 11'-3' 12'-11' 55 11'-2" 11'-10" FOR A GIVEN POSITIVE A.S.D. DESIGN ALLOWED /60 17'-1' il'-4' 11'-4' 60 10'-3' 10'-5' '60 11'-0' 12'-4" 60 10'-2• 10'-11' PRESSURE RATING:DETERMINE: s USE 2 1/2"FOR HD LOCK65 1o'-10" 10'-10" 10'-to" 65 10'-0" 10•-0" 65 10'-9' IV-11" 65 9'-5• 10'-t' L7+=MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HV CkN1ERMA S. 70 10'-6' 10•-6" 10'-6' 70 9'-8" 9'-8' 70 10'-7" 11'-5" 70 8'-9" 9-4' INSTALLATIONS. 75 10'-1" VY-1" 10'-1" 75 9'-4" 9'-4" 75 10'-4" 11'-1" 75 - g•_g^ Lz+=MAX.SPAN FOR FLOOR/CEILING MINIMUM SEPARATION TO CLASS SCHFDULFl MOUNTING INSTALLATIONS. SHUTTER W/ONE LOCK &TWO LOCKING RODS OR BO W-10• 9'-9• 9'-7' 9'-10" 80 9'-0' 9'-0' Bo 10'-0' 10'-9" YM ONLY TWO LOCKS. 85 9'-6" 9'-6' 9'-3" 9'-6" 85 8'-9' W-9' 85 W-9• 10'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: so 9'-3' s'-3' 9'-0" s'-3' so e'-6' a'-6' so 9'-5' t0'-1" INSTALLATION L INSTALLATION W/ DETERMINE: SHUTTER SYMMETRICAL OPPOSING 95 9'-0' 8'-9" 9'-9' 9'-0" 95 8'-3' 8'-3' 95 9'-2" 9'-10' � Li--MAX.SPAN FOR WALL MOUNTING $PAN 100 8'-9' 8'-4' B'-61 W-9" 100 8'-1' 8'-1" 100 9'-0' 9-7" INSTALLATIONS. CENTERMATES CENTERMATES 105 8'-7" 7'-11' 8'-4' 8'-4' 105 7'-11' 7'-if' 105 8'-9" 9'-4" 13-= MAX.SPAN FOR FLOOR/CEIUNG 105' 2 3/4" •• 3,3/16" MOUNTING INSTALLATIONS. OR LESS 110 W-4" 7'-7" 8'-2" 7•-11' 110 7'-8' 7'-7' 110 8'-7' 9.-2. 0 MAXIMUM SHUTTER 115 tl'-2" 7'-3• e'-0" 7'-7' 115 7'-6' 7'-3' 115 8'-4" 8'-I1' SPAN 'L+'OR'L-"FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQU >705'TO MAX 3 1/4• .s• 3 1/4' 120 8'-0" 6'-11' 7'-10" 7'-4' 120 7'-4" 6'-11" 120 W-2" 8'-9" INSTALLATIONS INTO WOOD TO.THE MINIMUM BETWEEN ZI+". "L2+'. AU-OWED 125 7'-10" 6'-8" 7'-' 7'-0" 125 7'-3" 6'-8" 125 8'-O" 8'-5" SHALL BE UMFTED TO 105 �t AND #� USE 2 15/16" FOR FN 7"LOCK®0 W/®5 8 130 7'-8" '-5' 7'-6' 6'-9' 130 7'-1' 6'-5' 130 7'-10' 8'-1' psf. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL "* USE 4 1/8'FOR ITV Y LOCK 0 W/®5 135 7'-7' 6'-2' 7'-4• 6'-6" 135 6'-11" 6'-2' 135 7'-9" 7'-9' MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENT MATES. A.S.D. DESIGN PRESSURE RATING TO 140 7'-5" 5'-11' 7'-3" G'-3" 140 V-10" 5'-11" 140 T-7" 7'-6" DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION FEND 145 7'-3' S'-9• 7'-1' 6'-0' 145 6'-8" 5'-9" 145 7'-5" 7'-3' 150 7'-2" 5'-7" 7'-0" 5'-10' 150 6'-7" 5'-7' 150 7'-4" 7'-0' coNCRe1E&NANSORY WOOD 155. 7'-0" 1'-5" 6'-10" 5'-8" 155 6'-6' 5'-5" 155 7'-2' B'-g H.V. CORNER CENTERMATE 03 MAY BE 160 W-11" 5'-2" 6'-9" 5'-6' 160 8'-5' S'-2" 160 7'-1' G'-7' WALL A. B, C, D, E, M.N.0.P.D.R, USED AT ALL MOUNTING INSTALLATIONS. LOCKING MOUNTING F, K & L. S&V. 165 V-10" 5'-1" 6'-B• 5'-4" 165 6'-3' 5'-1" 165 7'-0' 6'-4" SPECIFICATIONS SHALL BE AS INDICATED ON 170 6'-9" 4'-11' V-7' 5'-2' 170 6'-2' 4'-11' 170 6'-11" 6'-2' MANDATORY CONDFTION #2 NOTE#5, SHEET 5. FLOOR/CEILING 175 6'-7" M1'-9' 6'-5" 5'-0' 775 6'-1" 4'-9' 175 6'-4". 6'-0" MOUNTING G. H. I, 11 + J. T, U, W & X. 180 6'-6" 4'-8" 6'-.5 4"-10" 170 6'-0" 4'-8" 180 6'-8" 6'-0" tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR Z-•AND MAXIMUM A.S.D. + M. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 185 6'-5' 4'-6' 6'-3" 4'-9• 185 5'-11" 4'-6" 105 6'-7' S'-8" BLOCK SHALL BE LIMITED AS FOLLOWS: 1 , 190 6'-4" 4'-5" 6'-2" 4'-7" 190 5'-10" 4'-5' 190 6'-6' 5'-6' 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +84,-72 P•S�f• O H v B LA D E 195 6'-3' 4'-3' 6'-1" 4'-6" 195 5'-9" 4'-3" 195 6'-5" S'-5" AND 8'-0" SPAN 1 1 200 6'-2' 4'-2' 6'-0" 4'-5" 200 5'-9" 4'-2' 200 6'-4' 5'-3" $EE MOUNTING S ON SHEET 7. or 4'-1' 6'-0" 4'-3" 205 5'-8' a'-7/�� '��D 6'-3' S'-1• ORID BU D G CO Hi h Yelocit Hurricane Zone ' ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter Sy stem LE H.V.MADE#1 w/OR w/o H v vNDUW aanEC H.V. American Shutter Systems REV,NP DESCRIPTION DATE JORAWN BY. M.L. SOT••-- °FAIL OF •;Q TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 /10/1 DATE: o4/1D/Is • 6355 N.W.35M SL.Sta.305,VMNIA GNIRDENS,RORMA 3316 4268 West Roods Drive 2 1 Ph- :(305)871-1530.Fm:(305)871-1531 DRAWING No man:UU..Ocol.mm West Palm Beach, FL 33407 3 -y^s'/p,yA�'tiN6� ®-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 fSIHE7 - 0 WALTER A TILUT Jr.P.E. 5 P.E.SEAUSImAt(1RE/DATE FLORIDA Ue.0 44167 5 of 20 r , , •:111 r:� :,r r::�.r,r , ,,•.,11, tl• •: •,•:al ,7: :1•, MQ 0 a• • ,L9 . 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MAXIMUM NCHOR+ SPACt(�C�(� GCNEi3llLE M A QIVEN MAY SH TITTER SPAN, A.S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESMN NEGATIVE LDAn AND A CORRF.SPOF�I R II 1N M TYPEFOR CONCREFE INST 11 ATIO S - (SEE MOUNTINGS E.G.&H ON SHEETS a&7) t.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.ra-3 1,A)MAOM M @WALL SILL MOUNTING Gr�CEILING MOUNTING @FLOOR MOUNTING - 1/4'e TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX.(W.,Pc-3 Ts))SPAN ANCHORS SPACING LEGEND (TO ASD.DESIGN NEGATIVE LAAO Pt A.S.D.DESIGN NEGATIVE LOAD(pt) ASD.DESIGN NEGATIVE LOAD ps - 1/4'e x 3/4'ALL POINTS SOW-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. (Min.C.=3 ksi) 30 40 6tl 7S 90 120 160 205 J0 40 60 75 90 120 160 205 30 40 60 75 so 120 160 205 TAPCON WITH ADVANCED ff4'0 BLUE TAP CONCRETE ANCHORS Wf CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT,INC.{Mia.rc++2 kei} THREADFORM TECHNOLOGY •^ 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 72 10 9 8 8 6 55 14 12 t0 9 8 8 6 6 t4 12 10 9 8 8 6 8 COMPANY OR ANY OTHER APPROVED LICENSED OR AUIHORRED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. - - - _ _ _ _ - - _ - 14 12 10 9 8 8 6 6 ALL POINTS SOLID-SEF (Min.f"c-3 IW) OR !4 12 70 9 a e 6 6 H 12 to 9 a 8 6 8 14 12 10 9 6 8 6 5 BLUE TAP W/CAP NOTES: /4 12 1101 9 8 8 6 7 14 12 10 9 8 8 8 8 74 12 TO 9 8 8 6 6 TAppg14: At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 74 12 10 9 a 7 55 3S 11 12 1p 9 e 8 8 6 14 12 10 9 8 8 6 5 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS i 1/2+, 4,"_0• - - - - - - 4- 6- - -B 6 4.5 14 112 10 9 8 8 4 3.5 - 14 2 -10 9 8 6 6 5S 14 122 10 9 B 0 0 A2)MINIMUM EmeANCHORSOF 1/4'4 x 3/4"ALL POINTS SOUD-SET ANCHORS SHALL.BE 7j8'INTO THE POURED CONCRETE NO EMBEDMENT 8 4 144 4 12 -10 14 12 101 9 8 8 a 4S 14 12 7 9 8 8 8 55 14 I2 10 e 8 8 6 43 INTO STUCCO.SHALL BE PERMITTED. 1/4"d-20 S.S.MACHINE SCREW USED SHAW BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND oe i 12 10 9 75 5.5 35, - 14 12 0 9 a B 8 5 14 12 10 a 8 7 5.5 4 SEE AON OF F6R t'MINIMUM FOR WALLS WITH NO STUCCO. _ _ _ BIADEU ON 91F.ET 18 - - - - - - - - - 14 12 10 9 B 0 6 4.5 A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE COSTING WALL OR FLOOR. 1 12 10 9 a 7 4 - 14 12 tp 9 8 65 5 3S 14 12 10 8 6,5 5 35 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 8 75 4,6 - 14 12 9 B 8 014.5114 12 1d 9 8 6 4.5 175 NOTES At)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 12 9.5 75 6S 4.5 - - u 12 10 9 8 75 5.5 4 t4 12 td 8 6 6 45 35 INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 28A gLO+ - - - - - - - - - - - 14 112 10 1 9 8 5.5 5 13Z 1 12 10 9 7.5 55 3 - 14 12 10.8S 7 5.5 4 3 14 12 6 6.5 5.5 4 3 - (8) TO EXISTING CONCFtE1E BLOCK:(ASTM C-90) i 12 t0 9 8 6 - 14 12 10 9 8 ES 5 .75 14 12 10 6,6 8 5 4 - - 1/4"9 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS W414UFACTURED BY I.T.W.BUILDER. 14 12 B '65 55 3 - 14 12 10 9 0 8S 4.5 3.5 14 12 10 8 7 5 JS 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 1G 9 75 5.5 4 3 -114'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 8 6S 4 - - 14 12 9 7.5 B 4.5 3.5 - 14 10.5 7 5.5 45 3.5 - - -1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECL44TY 14 12 f0 85 7 4 - - t4 12 t0 9 7S 5.5 4 - 14 12 8 7 7S 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AIJTHORRFD VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 1l 7 55 45 - - 14 12 10 9 7.515-9 4 - 14 12 0 7 B 14.5 3 g'_O• - - - - - - - - 14 12 10 8 5.51 5 35 - NOTES: /4 I2 8.5 7 59 3 - - t4 12 6 8.5 5S 4 3 - 2S 9.5 6 5 4 3 D_i)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 if4'AND TAPCON WITH to 12 9.5 75 6 - - 14 t2 9,5 8 8.5 5 - 14 12 0 6 6.5 a ADVANCED THREADFORM TECHNOLOGY ANCHORS 6 1 ' 13 9,5 85 5 15 - - 14 12 10 a 85 5 - /4 12 8 6.5 S 4 9'-0+ - - - - ^ - - - - - 14 12 ITS 7 5.5 4 - - B2)MINIMUM EMBEDMEM OF 114'0 x 3j4'ALL POINTS SOHO-SET ANCHORS STALL.BE ENTIRELY EMBIDOD}INTO THE CONCRETE BLOCK NO 14 113 7.5 ff 4 - 14 11 7 5S 5 3.5 - - 71 8 53 4.5 35 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SS.MACHINE SCREW USED SWILL BE 1 1/2'LONG MINIMUM SHOULD STUCCO to 12 8'6S 45 - - i4 12 I S 7 5S 4 - 14 TOS 7 5.5 6 45 - _ EXIST.AND I'MINIMUM FOR WALLS WITH NO STUCCO. _5, 14 12 9 7 6 4,5 - - 14 7/ 7 5.9 4.5 35 - - 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-O' - '. - - `" - is 12 8 e 5 4 - - ANCHORS SHALL.BE LONG ENOUGH TO REACH THE FASB STRUCTURE BEHIND SAID WAIL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 35 - - - 17 9.5 6,5 5 4 3 - - l0 7S 5 a - - NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. t4, 1't 7.5 55 - - - 14 !IS 9 a 5 4 - - 2S 95 6 5 4 4 - - FOR INSTALLATION INTO EFS WITH METAL.STUDS SEE SHEET 284. OS 8 5 - 14 12 8 65 6.5 4 13 10 65 5 4 3 - - - - - - - - - 14 105 7 5.5 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECBICATIONS OF THE ANCHORS MANUFACTURER, 25 95 5 - 12 9 5 4S 4 3, - 9 7 4S 35 3 14 10 7 - - - - - 14 10.5 7 5.5 45 - - 15 8.5 5.5 45 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E0.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 45 7 4.5 - - 14 it.5 7.5 6 5 - T2 9 8 43 4 12•_0" - - - - - - - - - - - - - - - 13 10 Is 5 4 - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR AN-HOT 75 8S 4S - - - - - f1 8 55 4 3.5 - - - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE 35 9.5 6 - 13 05 65 5 4 - 0.5 B 5 4 - _ - ANCHOR SPACING SY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 8.5 - - 14 10.5 7 55 4.5 - 11 85 55 4.5 3.5 - REDUCED SPACING OBTAINED USING FACTOR SWV,L NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE - - - - - - - - - - - - 12 9 s 4.5 4 - - - FACTOR 0.5 a - - - - 10 75 5 4 3 - - 7.5 5.5 4 3 - - ACEI' TAPCON W/AWANCED THRFJOFORY TECH TAPPER-+ 125 6s - - - - 12 9 6 45 a - - 95 7 5 s - - - .1 EDGE ALL POINT SOLID SEI' BLUE TAP W/CAP 13 95 65 5 - - - O.57.5 5 4 - - - 1 H♦ LADE OR DICTANCE MIN.SPACING MIN.SPACING 14•-O' - - - - - - - - - - - - - 71 9.5 55 4.5 - - E.D. 3' 4" MIN.SPACING 3 1/2' MIN.SPACING=3' 3 3/4" 4' 10 75 - - - - - 9 7 45 35 - - -- - 7 5 35 3 _ _ _ B Po176D 0010WE CONCRETE BDOC POURED CONCRETE& POURED-CONCRETE& ACliffl) E iTEIE aDIX CONCR 15 8 - - - - 11 8 55 43 - 9 .8.5 43 - H INDO Mit ED-31/T MH Ep.+21/2' M!L 3EYE LOCK CONCRETE O E nBLOCK MN ED.J 1fY t@t EQ�21/Y 6 - - - - .5 6 5 - - - - BLADE WORKING 3' 0.90 1.0 0.78 1.0 0.84 1.0 15-0' 9 _ _ _ 95 65 4 - - - - 6.5 5 3 - - _ - Y 2 1/2' 0.81 1.0 - 0.67 1.0 t0 - - 0.5-6- 5 - - 8.5 6 4 - - - - - IN UNISON ♦ 2' 0.71 '� D51 7 _ _ _ _ _ _ 7S BS 5;5 - _ _ _ 9 6.5 45 - - - 1 3/4' Ali y - - 0.43 _ _ _ _ _ 10 7s 5 1 t j2' O35 0 0 6 4 6 4.5 3 _ - _ 7 5 - - - - 8 0 4 - - _ BUILDING GQ High Velocity !{Orr.cone Zone i1 m 2015 EASTERN METAL SUPPLY,INC.��=�}CENISF BERTHA HV1M Accordion Shutter System ' � INC. A.S.S.A. H.Y.eiJNDE#1 W/OR W/O H.V. 1MNDOW BLADE % $T OF :Gt TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN By. M.L. ' A 6355 N.W.36'ta.St,5W.305,VIRGINIA G.ARDD6,ROMOA 3315 Association, Inc. I oto 11-193 4/10/1' DATE-' 04/10/15 e.-. G-\\\ 4268 West Roads Drive C _AC'1� i Phone (305)871-1530 Fax:(305)871-1931 3 � ii a-mo6:tRt v.ol.com West Palm Beach, FL 33407 DRAWING No r_/ONAL� d,,J WALTER AED-�0LUT1 Jr.P.E. Phone: (800)432-2204 . 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EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W1 6=036(l,-Lb.S.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER LOUNITING TYPE U.SHEET 17 AND SHALL CONSIST OF _10N.112"COX PLYWOOD(1986 AN LAO SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. c V-A A FLORIDA BUILDING CODE(High Velocity Hurricane Zone' ..... . 0 2015 EASTERN METAL SUPPLY, INC. ....... BERTHA HV TM Accordion Shutter System' /7TI 7� ECO�Oi I III., A.S.S.A. Vi 0-ADE#1 W//CMR W/O H v. WNDON MADE OF ENGINEERING COMPANY American Shutter Systems TILLIT TESTING DESCRIPTION DATE DRAWN RY; M.L. Association, Inc. I OLD 11-193 04/10/15 CAM 04/10/tS -J& 5353 N.W.38N.S4,Ste.301,=MIA GARDENS,FLORDA 3316 Ph... (305)871-1530.Fax:(305)871-1531 4268 West Road. Drive 2 0 -.1 VAcceftg.... West Palm Beach, FL 33407 DRAWING No &A , 1, 3 ONAL go o0o Ea- 6719 Phone: (800)432-2204 Fax: (561)209-8380 -4 15-080 WALTER A."CLUT Jr.PX. P.FL_S E/DATE FLORIDA U..f 44167 5 SHEET' 6 15 OF 20 INSTALLATION DETAILS ON EXISTING, WOOD BUILDINGS FOR (M HV & h HV+ BLADES (AS APPLICABLE .•) SHUTTER- SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE-dIONLY'SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE,RATINQ. SEE SHEET 19 FOR MAX SPAN & A.S.D. I/4;&TgL0N ADVANCED DESIGN RATING FOR INSTALLATION UNG IN UNISON TECHNOLOGY LOGY W/1 1/2 Mf-. .I'D,, ADVANCED PEN T TAPCON WITH OF THREADED AREA TO .I, TECHNOLOGY EXISTING WOOD HEADER. W/1 1/2'Min.PENETRATION T • (SEE SCHEDULE ON SHEET 15) OF THREADED AREA TO OR & EXISTING WOOD HEADER. A TO GASS(SEE (SEE NkNEDULE ON SHEET 15) "N'51"Aw"N SCHEDULE ON Min. 11 1`011 BADE OR@ I' "" 1/4'0-20x3/4"S.S.MACHINE SCREWS EXISTING CN SHEET 19 W/ 1/4*-20 NUTS 0 12*O.C. CLASS---j MADESID&(9) Q PTIONAL WALL EXISTING MIN. 2*x4*WOOD nNISH HEADER REOUIRED 1 OR(g* EXISTING MIN, - 1 ZN4*WOOD EXISTING MiN.SEPARATION HEADER REOU 1/4-0 TAPCON WITH.ADVANCED GLAS TO GASS(SEE, ]RED THREADFORM TECHNOLOGY SCiED(M ON MIN 0 2N4'CONIT.SILL W/1 1/2-Mi-PENIETRAGON io''GLASS PLATE RrQ'D. OF THREADED AREA it FUR BLADE rAND­ EXISTING (-E SCHEDULE MJDWDM OF WOOD PQIW- ON'T"(9 11) (SEE SCHEDULE ON SHEET 15) — T CLAS" ON SHEET 9HY-WALL HEADER INSTALLATION ( H'LWALL HEAD ( HV WALL SILL INSTALLATION EXISTING MIN.SEPARATION 7- MIN-SEPARATION T G MIN.SEPARATION TO GLASS GLASS TO GLASS (SEE SCHEDULE �--(.T'SCHE ULE- 2'X4 CONT. -�D EXISTING ON SHEErDl 1) WOOD PLATE (SEE SCHEDULE ON SHEET 11) RED'. ON SHEET It) f GLASS--A I I/4*0­-2OX3/4*S.S� t S.S. E SCREWS W/ MACHINE SCREWS WALL 1/4*-20 NUTS 0 USING*1/4-20 NUTS FINISH 12'0 C. 0 12'0 C. OR@ @ I OR 2"x4"CONT. I OR(q WOOD PLATE R EO'D.. tl 1.Min. 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4-0 TAPCON WITH ADVANCED i. 1/4-0ON WITH ADVANCED W/1/2"Min.PENETRATION OF THREADFORM TECHNOLOGYTHREAGFbFfM TECHNOLOGY THREADED AREA INTO PLYWOOD. W/1/2-Min.PENETRATION OF I- SHEET 4 FOR TYPICAL W/ 1 1/2*Min.PENETRATION (SEE-SCHEDULE ON SHEET 15) • THRENDE0 AREA INTO PLYWOOD SHUTTER ASSEMBLY. SILL P OF THREADED AREA a EXISTING MIN.2.4*STU[ (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS;CAN BE REQ:Q. MIDWIITTIH OF WOOD PLATE. /2'MIN.COX PLYWOOD REO-D. 0 IV O.C.MAX.REO'D� COMBINED IN ANY WAY To FINISH (SEE SCHEDULE ON SHEET 15) 1 PLYWOOD TO BE ATTACHED MIN.Cox FINISH SUIT ANY INSTALLATION. N 6isnNC MIN.2*-4'STUDS 0 16'D.C.MAX REO'D. STUDS I ACCORDANCE WITH PLYWOOD REQ'D. WTO BE ATrAcHED To STUDS IN ACCORDANCE SIECTTONN2322 WITH SECTION 2322 OF THE F.B.C. OF THE F.B.C. SEE UL41TATIONS OF U OF HV_ WALL SILL INSTALLATION l!JHV SILL INSTALLA ......;9 BLADE IA ON SHEET Al TIOR M ft-4-ALL SILL INSTALLATION FLORI A BUILDING CODE(High Velocity Hurricane Zone Q 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM _ ECO , .' Accordion Shutter System ��rll A.S.S.A. KV.9"#1 W/OR W/O KV.WNDOW a.ADE OF American Shutter Systems REV.N. DESCRIPTION DATE DRAWN Ste: M.L TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-193 D41/10/1! DATE., 04116/15 N.W.361h.St.St,305.VMGINA G�ENS.FLOPM 3316-11 4268 West Roads Drive , Ph— M:(305)871-15 .Fax�(305)871-1531 2 1ORAWING each, FL 33407 3 West Padrn B EB-+00e0ceoa0oLcom Phone: (800)432-2204 . Fax: (561)209-8380 —4 15-0!801 TILLIT Jr.P.E. P.E.SE-1/S- Lic.1 44167 _5 SHEET 1 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (E HY & I& HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR-INSTALLATIONS INTO WOOD WITH JHV 13LADEIn ONLY SHALL WALL FINISH .BE LIMITED TO 105.0 _psf. A.S.D. DESIGN PRESSURE RATING,_SEE SHEET 19. FOR MAX SPAN & 1/4-0 TAPCON WITH A.S.D. DESIGNPRESSURERATING FOR INSTALLATION WITH BLADE 0)& CA)WORKING IN UNISON ADVANCED TIqREAOFORM r--EO- EQ 2"MIN, 1/2*Mtn. *,.W(Mi..)DUSTING— QF APPLICABLE) TECMTLIOGY W WOOD BEAM PENETRATION OFTHREADEDREQUIRED. AREA TO EXISTING WOOD STRUCTURAL ADEQUACY HEADS. 1/4'0-20x3/4'. S.S. OF EXISTING WOOD E -r 15) PHILLIPS (SEE SCHEDULE ON SHEET TO BE CERTIFIED BY XISUNG WOOD I-MiRLr_ HEAD REGISTERED ENGINEER 0 ED TRUSSES OR 19 ED MACHU" SCRTSTS 0 /�,�._20 U ARCHITECT PRIOR TO 1/2. 1/2 7 RAFTM 0 2e W/I SHUTTER INSTALLATION, O.C.REQUIRED 0 12"D.C. 1/4-0 TAPCON WITH OR 1 ADVANCED THREADFORM pt I EXISTING SOFFIT iv 11 TECHNOLOGY W/1 1/2*Min. .257* PENETRATION OF THREADED a 'Max.THK. Ta itMax. AREA TO EXISTING WOOD 8 E #14x3/4' E Iwx4"xI/8'CONT.ALUM.TUBE \�OPTIONAL (SEE SCHEDULE ON SHEET 15) &M.S (6063-T6 ALLOY)W/ 0 6, O,C. or or all/"LA0GRSCREWS To TRUSS. or @ or LOCATE LAC SCREWS AT DUST NO MIN 2".,V MIDWIDTH OF EXISTING WOOD MEMBP�(2-Mi.,NOMINAL WIDTH) GLASS 7t RkVD MIN.SEPARATION OPEN HOLE AT EACH TO CLASS W1 2 Min.PENETRATION OF (SEE SCHEDULE ON SHEET 11) EXISTING STUD TO ACCEPT THREADED AREA..VALJD FOR GLAS 5/16'0 LAG SCREW INSTALLATIONS WITH 72 pe AT CENTER OF TUBE. MAX. ES A.S.D.DESIGN LOAD AND 1 9'-0 MAX.SPAIN'MIS To CUSS M sv� INSTALLATION S ONLY VALID I HY WALL HEADER INSTALLATION SCHEDULE 01 FOR WOOD W/Mi ,1 -1 RIZZI.=. 0.50 N*SPECIFIC TSRI I SIR UADE I EXISTING GRAVITY OF DOUGLAS GLAS I'M uI AS t7d.,0 1 1., ��(pr I'---OOR (W FIR OR SOUTHERN PINE No.2, Ham' I OR (g, OR EQUAL, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN 13E COMBINED IN ANY WA�To SUIT ANY INSTALLATION, (I)EY CEILING INSTALLATION @HV CEILING INSTALLATION I w 1 OR @* MIN.SEPARATION 1 i ; MIN,SEPARATION TO CLASS TO GLASS tIaR RACE EXISTING (SEE SCHEDULE SCHEDULEEXISRHC ON SHEET I I) OLAssN —(D&0 ON SHEET 11) �__(rEE 'r I _Jg I ALTER (DIf(f(##hi (ANCHOR E111= WALL . I FINISH LOCATION 2_x0_MIN.WOOD 1/4- j1Ox311V HEX I If DECK REQUIRED 19 Max. 'a DID WASHER HEAD TEK (NO FINISH ALLOWED) 27.6'MIN.WOOD--7,, SCREWS 0 12"o.c DECK REQUIRED(NO @ OR FINISH EDGE OF DECK W IF APPLICABLE Ll 1/4'0-204/4'S.S. EDGE ALLOWED) -) 2- 114-0 TAPCON WITH PHILLIPS TRUSS HEAD IF APPLICABLE 1/4-0 F.H.TAPCON WITH ADVANCED THREADFORM Min, MACHINE SCREWS ADVANCED THREADFORM OF TECHNOLOGY W/1 1/2*mi, TECHNOLOGY 1/2'Mi.. W/ 1/4�2 NUTS -2-.MI MIN. Y W/I a N.. 2 PENETRATION OF THREADED 0 2*O.C� DECK IF PENETRATION OF THREADED S U. LATE' AREA 0 MUTWtDTH OF WOOD APPLICABLE MIN. AREA 0 MIDWIDTH OF WOOD 1 1/4-0 TAPCON WITH ADVANCED THREADFORM TTECH X PLATE. REQ:D PLATE W/ 1/2"Min. PENETRATION OF THREADED AREA IWO WOOD DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15} USE OF HY WALL SILL INSTALLATI R (�)HVELOOR INSIALLA I ION (BLADE to ON SHEET 19 �)HY WALK-OVER INSTALLATION • ID DING CODE(High Velocity Hurricane Zone' 0 2015 EASTERN METAL SUPPLY, INC. ---------- BERTHA HVTM Accordion Shutter System Z A■S,SA. ELADE 11LIE C 0 Nc. \ KV. RAM#1 W1 OR W/O RV. WNDOW American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY-. M.L. TILLIT TESTING & ENGINEERING COMPANY OF N.W.36M$L,Ste.305.MRGRRA GI FLORM MI 6 Association, Inc. I OLD 11-193 04/10/15 DATE 04/10/15 7Z Phone (305)871-1530.Fox:(305)871-1531 4268 West Roads DdVo 2 .......... ­R;tilt...0..1.— Wet Palm Beach, FL 33407 3 DRAWING No E13-0006719 Phone: (800)432-2204 . Fax: (561)9.09-8380 15-080 WALTER A.TLUT Jr.PZ 4 P, SxIQ E1/6ATE FLORIDA Lt..1 44167 6 SHEET 6 17 OF 20 END INSTALLATIONS () HV & (14 HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. 21xa•MIN. 2'x4•MIN. WOOD STUDS " 1/4.0 TAPCOH Wi7H y �' WOOD STUDS VANCED THREADFORM 2•x4-NIN.W000 (AS APPLICJ1BlE) ;.. \ / 2•xa'MDI.WOOD APPUCJDIE) \ / TECHNOLOGY ITIY fiURDFJ( —STUDS REDID. \ / }' \ / ANCHORS O 6.D.C. � 57U0;REQ'D. W \ / W/I I/Y MIN.THREADED \ / L FlNISH PENETRATION INTO STUDS OR `r.^ I •' -IM r W/MIN.1/Y THREADED �•., r` �• V V EXISTING GLASS .y I' PENETRATION m 1/2•COX EXISTING GLASS -I '- — / \ PLYWOOD IF NO 57UDS EXIST. .EXISTING GLASS i:' / \ ._ EXISTING GLASS /E E\ T Y,� T -� /ED \ L� / \ XX V PLIN.COX < I / \ r MN SEPARIDON WN.sErARATIav f; To Laos(SFE MT1 sErARAnoN r I.RL gvauTlaH v. TO GIASS(STI y! -.�c..y,1.ti. 1/2-MIN.Cox '.o' m GLASS(SEE m MASS(SFE 1 2•NIN.Cox SCHEDXE ON SHEET PLYWOOD. #.0+A 'a Sit•••,jv SaEARE ON SIQT 1 1W000. }- t ti/�OE mA^ID 11 FOR MADE OAfD I/16-xJ• Y.Jyy A]EDUE ON 9f£f 4.''rte`:'S'%3;,,x; ON 9�r 19 FOR (fi063-TB)CONE. FINISH 1/2•MIN.COX "�Ell$1) IRI�1919 FR 1/2" RAGES EMt HADES@® ALUM.CLOSER PLYWOOD. HATE O)h� WAIL ELMES©&® O �,Oxl/2 MIN. PIATE.(LOCATE 1/2• FINISH AT EITHER 510E MIN �OF-S.M.S. IDxt 2 S.NO.S. W. —- �0 j-'=.7; . 016 O.C. ®16 0 G - 2ID 1/.•r ruatls d( T/PGON xn++IA'ANam - ¢ TH9uoraa TEMNOIDOY TnnaFx Anaas $ 4 i+uJi u O nn - lr:•+rt Ar lelml 5mc a.Q1 1 OR®� ZlOR SEE DETAIL X FOR] 1 OR®� SIDE CONNECTION SEE DETAIL X FOR / SEE DETAIL X FOR 1 OR®� m TRACKS SLOE CONNECTION �a®a O.7OeQ 10•®a / SIDE CONNECTION ®aGa©•O7-8 1 .®^' m TRACKS 1�'®�®•�©•©� TO TRACRS ®a 6•Q7 aQ 10.®a 10•®^�®•®�®•©� ©.Qj .©a BO.07•®a END CONNECTION DETAIL (� END CONNECTION DETAIL© END CONNECTION DETAIL® E.,,NQ END CONNECTION DETAIL 90 4.REQUIRED ONLY FOR SPANSa TM THAN12-O- EXISTING 1/4.0 TAPCON WITH 1/4b TAPCON-WRH �GL/SS ADVANCED THREADFORM ADVANCED THREADFORM c TECHNOLOGY rrw BUDDER TECHNOLOGY ITW BUI DU ) 2•xa'NIN.WWD ANCMlMS W/1 1/2 NW' PNCHanS W/1 1/2•MIN. SEE LIMITATIONS OF USE OF THREADED FFEN"/721ON THREADED PENETRATION B10xi/2•S.N.S. MN.SF1'MNbtH MR SEPApATME STUDS REO`0. INTO STUDS O 12.O.C. INIO STUDS 0 12'O.C. 016 O.G m MASS(SEE BLADE(!DON SHEET 19 SCHEDIAE ON(A Ef i/Y NTN. 1I FOR EH/�OE QAAiI 4 SHffr 4 [N SHEET 19 FOR ION SHOD 19 FOR ay V.) $ HADESmh® ------ HADcO)k'Q7 - I/2-MIN •T `a,. _.J 6 OR®OROOR �OR@.RW5 2-MIN. x Q7 R 1 5 x, ( OR 4 4 kl 7 C 6 OR®OR 1 OR Vr FJ.;�6^u.YwY..;:Min'Dv�—="w hn•7 J;,My*Y,PC. ;�'7^L, y - � OR OR) OR) VIE I}� ®a©.O7 a�f0•®^' LWA LL RNISH 2•x4•MIN.WOOD WALL ` ,q©� V l+.;ls®'®•�©'®' STUDS REQ•D. FlN@1 1 •®'®.�`%'®� PLAN DETAIL X END CONNECTION DETAIL © END -D AIL O2 FLOR11 BUILDING D Nigh Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S S A Accordion Shutter System * �}� HV. BLADE1 W/GR W/O HV.WINDOW BLADE American Shutter SyS1eR1S REV.No DESCRIPTION DATEDRAWN BY: M.L.2 .a'; $TATE OF i� TILLIT TESTING d: ENGINEERING COMPANY Association, Inc. I OLD 11-193 a/tD/I DATE: 04/10/15 '•-, ........... OQN.:•� lu55 N.W.3eln.St..Ste.]Os,VIRMHA GARDENS,FLORIDA 331 4268 WAvt Roads Drive 2 _ Ph—:(305)871-1530.Fax:(305)871-1531 DRAWING No _ mall:61t-0-1— West Palm Beach, FL 33407 3 C p `810NAL� ES-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 '•• A + WALTER A TILLIT Jr.P.E. 5 SHEET P.E.SEAL�SIGNAfUR';DATE FlARroA•U°.9'4•FI s7 6 18 OF 20 * GENERAL LIMITATIONS AND CONDITION,t of USE FOR HEBMA A G � 1.MAX.AS.D.DESIGN PRESSI.IRE RATING;fi110,- 110 p.s.f. 5 2.MAX.SHUTTER SPAN:96•. 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6.7;AS WELL AS MOUNTINGS M.O,T,5UU&&AElWRf®ON SHEETS 16&17. NLY TH GV4f E ALLOWED WITH 5 4 z 40 5 RRANQ MUST 0E INCLUDED ODCAL OR AT EXfER10ING �ACr IN CASE OF OF �G 4 16 a 5.(A)W WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.IA.END (3.0 HOLES)FOR(9 PER BLADE AT SPACINGS SHOWN ON SHEET 4. (D)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF ITV WINDOW BLADE MAX.5 WINDOWS OF ANY 3'4 ROLE FOR B SHALL BE 12'. ALLOWED AT}ry ai r ' WINDOW DLADE� (C)FIRST OR LAZ BLADE COMING OUT FROM STARTERS A7 ENDS MAY BE HY WINDOW BLADE !9 M (D)W WINDOW BLADEt�' MUST BE USED ALTERNATE TO A SOLID HV BLADED . THROUGHOUT SHUTTER'S WIDTH, 76 SH/SL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV o f g 7 BLADE 1 AT ELfHER SIDE OF THEN. 1, SEE ENO r ) yyyyLl (F)POLYCARBONATE W WINDOW SFWL BE INSTALLED SO TABS FACE 9 714E INTERIOR OF THE OPENING GING PROTECTED. W WMNDGW MUST BE CONNECTION $ ONLY INSTALLED AND LOCKED USING AT SETTING TOOL PROViD BY ASSA, DETAILS ON SHEETS INC. 10&18 TYP. >� b FULL HEIGHT. 6' ES( 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDING♦S�O�Nv+�SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SFE NOTES P 4s: i&2 ABOJE). ry 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WNL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8,MINIMUM SEPARATION TO GLASS SCHEDULE (SEE PLAN FOR REQUIREMENTS) D H TYP TOP&BOTTOM W yt.C7+�R¢1 y!-�.R SHUFfER SPhti MINIMUM SEPARATION TD GLASS NUMTIED W1 96•Mox. 5' �� ELEVATION MN Sa'ARATIDN M Gass EXISfiNG GLASS SEESCHEDULE ON SHUT 12 T7JR 13AX --------P.------ -- ---------— c^— .•.� --.- AND Ut THS SHEET tTRi BMFS(TI& 5 �1 \ 9EME CUM `EJ TYP. sYNM CAL CFTRF.RiIATES Q(2� W OR S AND 1 _ tMnsoe WJO CAL 1: E 4 A80VT=) —PLAN .- \� TYPICAL nl HV BLADE WORKING IN UNISD►d""#T HV WINDOW BLADE SHUTTER* � --.._- 1N �) QBUILDING CODELHigh Velocity Hurricane Zone �, Q" •G'ERS ®2015 EASTERN METAL SUPPLY, INC. J BERTHA HVTM A S S A Accordion Shutter System:�07kq q N.Y. K"#1 W/OF2 W/O H.Y.!'NDOW MADE American Shutter Systems REv.Nc pESCRIPDON DATE DRAWN OY: M.L. �y N� TIUJT TESTING & ENGINEERING COMPANY Association, Inc. 1 CRD 11-193 /10 1 DATE 04/10/15 V� • 3oS N.N,36th.St.Sia 305,W INIA GARDM.FLOMM 3716 1 Tic l$/aFl ._ Phone:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive 2 DRAWING NO 7V a-moa:tel—ft.1.rnm West Palm Beach, FL 33407 3 150$0 EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 r WALTER A TILLIT,Ir.P.E P.E.SEALJSIGNA'n IQVI ATE FLORIDA tic.f 44167 6 SNIFFY 6 19 OF 20 9 EIAL STLID EXISTING nms�As AppucApLE SCALE. 3/8*= I' ' �