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HomeMy WebLinkAboutProduct Approval lorida Building Code Online https://ficridabuilding ori'pr/pr_app_dtl.aspx?pa-aui=%c GEVXQv:tDq... rJ A. ix J E ..rte ,v t.y�z_x._—,.✓...: c..�� ,..< _..:.ix.�3 r..t..aa...��.e.xk�....-...�. ..-, tk4's�Y.�_35,._a2� s....Na�_. �:h.Y�v.✓:�tLl�=dam p_y;:E^` 13M Home login UserRegStration HatToplcs S binkSurdmmp- Stats&FaM Pitons FaCStalt EM Ste Map U*s Search tlSlhe5a �ProductApproval Professionals USER:Pub°c User 1VQutt Ar t,•_en >Pc;,Qr ACS:<ian c-.a^;h>A��<rr_iv_:n >A �L*an OetaH u ' FL# FL389-118 r - � Application Type RevisionF; Code Version 2014 4 R--�Y+ Application Status Approved SEP 2 7 6 le Comments PEP. Archived �i�l�JG ,,St.Lucie County, R 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 Bili Feeley Irodriguez@easternmetal,cvm wa I. Technical Representative Address/Phone/Emali t 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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FLACCORDION CI tJCTHVHZ.pdf 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 of 2 9/8/2015 1:19 PM orida Building Code Online htips:l/florida131sildill ori pr/pr app_dd.aspx?paraan==1vGEVXQwtDq... SummaMof Products FL# f»— - 'Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- %Extruded aluminum interlocking blades retained by tracks(top and j (Non-HVHZ)-Dn,,g 15-086 bottom)for storm,protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL3 .IPIC. Approved for use outside HVHZ:Yes i.. Verified By:American Test Lab of South Florida Inc. i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7'for 35 psf positive f -Q55 R6 41!—A_5 Ej A INC. P.E.R_DRViG 25,0&6 gAf ASD load and 13'-O'for 35 psf negative ASD load the HV3 blade er/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6'for 55 psf HV3 blade w/window blade i working in unison.Max.span for HV3 blade w/o window blade for Installations into Metal Stud walls is 79"for max.ASD pressure rating ! of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 1 389.2 `Bertha HV Accordion Shutter-Blade 1 i Extruded aluminum interlocking blades retained by tracks(top and I Only-(Non-HVHZ)-Drwg 15-085 bottom)for storm protection t---'-"---•-'—..—_.._—..,__.._.----------..-.__._-._._.-----_._._..__,..__._..._i._,-tete.----.•_------- --• Limits of Use Installation Instructions Approved for use in HVHZ:No i FL38g R II A5_A:INtr_DVG•15 085,pR¢� Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc- Impact ncImpact Resistant:Yes Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports I Other:Large missile level"D".Max.Span is 16'-0'for 30 p.s.f FL39 R8�€ A:S.$-A.IhdC. P_E_R^DR=JG.i5-Ii83 tiV�odf negative ASD load depending on centerrnates and locdng rod Created by Independent Third Party:Yes f configuration for the HVI blade,B'-0"for+64,72 p.s.f.load for HV blade for Keystone mountings T 0"for+75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HVI and HV1A working in unison.i See sheets 7,11 and 20 respectively of installation drawings for other 'spans and pressures, 389.3 — —~� Bertha HV Accordion Shutter-COMBO- :Extruded aluminum interlocking blades retained by tracks(top and — ?(Non-HVHZ)-Drwg 15-084 bottom)for storm protection Limits of Use Installation Instructions i Approved for use in HVHZ:No EP S9 i25 II A S.S_A,INC�ORWG.15-084.pdf f Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc Impact Resistant:Yes Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation:Reports I Other:Large missile.Max.IW-0'span at 30 p.s.f ASD load for Blade 1 k. FL389 R AE A.S.S_A.INC�P E-R. ORWG 15-O84.of and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes t respectively i 'ei� :rkszri Comad Us::1940 north ftnnroe sheet.DPJM&ae Fl.32399 Phone:850-487-1624 The State of Florida is an ANEEo empayar:CopinohY 2087-2013 State of Florttla.::FrEa��eng--6::Accessb,"3i-te•nen'::Re`Und Stil mBA Under Florida law,email addresses are pubac records.6 you do not wart your e-mai3 addness rlaased Ln response to a pubi^e-records request,do not send e:a=rZ*mai to tims entity instead, contact the office by phone or by tractional mail if you have any questions,please contact 658A87.1395.-Pursuant to Section 455.275(1),MMa Statutes,effectWe actobEr 1,2012,tcersees licensed under Chapter 455,F.S.must provide the Department with an ema9 address ff they have one.The emalis provided maybe used for of0cial communication twill?the Ecemee.However email addresses are pubs record.If you do not v+lsh to supply a personal address,please provide the Department wlth an emall address which can be made avaiabk'.to the putze.To duarmi re If you are a fcetsee-mtdarCha;aer 455,F-5-Base dv ha - Product App=al Acoapts; �3.. 1�—*10=1. l Ram sa`+°���l.d� of 2 9/8/2015 1:19 PM G NEFL4L NOTES: 1.BUILDING NO,ACCORDION E THIS ACCORDIONASH�SH315TEM 0�NOT BEIWA�U�LEDAT HIGH VELOCITY HURPoG�WE ZONES.VERIFIED�R COMPLIANCE M ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA DESIGN WAND LOADS SWILL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SP®REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A ORHECIIONALITY FACTOR Kd-OM.USING ASCE 7-10 AND SMALL NOT IXC®THE MAXIMUM(ASO.)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 70 A.S.D.DESIGN WIND LOADS AREA-1: HV BLADES C7)k BY MULTIPLYING THETA BY 0.6 IN OROERID COMPARE MIME W/MAIL(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 15,19&2D. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON IRIS RED.,AS TESTED.WERE NGT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. S151F3A COMPONENTS 21-07 SHEET 3 AE TIL HH.V..�ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ��SHUTTER NTS 21LY -W SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 00214.D7-03.00715.01-LLT.01004.01-05,01214.01-05.00317.02-06,(0609.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROIOGOLS AND ASTM E=1886 MIA-1 RLenF`S) AND HV WINDOW BLADE(� AND E-1995 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WN�APPAPPLICABLE) -HV WINDOW BLADE IID 00505.01-08 AS PER ASIA E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL ymcAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE(D AND W WINDOW BLADE® ARE ENGNE ERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR CIRECT MOUNT CONNECTION 70 TRACKS SHALL BE 014,275'AND 014:1.75'RESPECTIVELY,410-W MINIMUM SERIES CENTERMATE DETAILS W SHEET 8 STAINLESS STEEL SCREWS Y6TH 135.0 Ami YIELD STRENGTH AND 180 bI TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACRGSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLNATOR9.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THER HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TIS ALLOY IS 30.0 W AND 35.7 61 FOR END CONNECTION DETAILS 1-6•CONCRE"LOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAMM STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON SLEET AS PER DIN 60010 WITH SO Ami MIN.YIELD STRENGTH AND 90 Lai 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 GALVAN=STEEL OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Tal MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SFE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE 0:12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE D&O WORKING IN UNISON:12,13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 e.THIS BERTH HV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 08'779r982.COAPONINfS OF THIS APPROVAL ARE COVETED,W WHOLE OR M PARE BY U.S.PATENT/5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY.INC. 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACFIED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY ALL SHURER COMPONENT EDGES WHICH REMAIN.TRILL!FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN IITRUSDN. TYPICAL SHUTTER ELEVATION SHEET 19 I 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 W AND HD CENIERMATES AND ENGAGE OR LOCK ILLL W AND NO LOGICS AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER WWUFACTUREWS LABEL SWUl BE LOCATED ON A REDLY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.83 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABBFLING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING OWE 12.BERTHA N.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 S APPLIED 70. 13(a)THIS PED.PREPARED BY THIS ENGINEER S GENERIC AND OOHS NOT PROVIDE INFDWlA710N FOR A SITE SPECIFIC PROTEGE i.e.WHERE THE SITE CON➢DONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.ED.,PROVIDED HE/SHE DOES NOT DENOTE FROM THIS DRAWING SHALL ONLY BE USED TO THE COED CONDITIONS DErADON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (c)INS MED.TALL BE CONSIDERED INWAUD IF ALTERED BY ANY MIMS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER IO THE P.F-D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. j I - FLORIDA BUILDING CODE Hon High Velocity Hurricane Ione p`P4 E... T/(�fm 2015 EASTERN METAL SUPPLY.INC. &��E® (CvcFi ,'' rYI: BERT N TM bl SEP 7 201E ` : °= . ` _ 1L E4 O�Nc. A.S.SI.AI. Accordion Shutter System N FLV BADE#1 W/OR W/0 RV.WINDUN BADE American Shutter Systems mv.M msca"(w mu DRAYM By: MJ. PER:JIITTING 'A: T4•` TINT TESTING AIR ENGINEERING COMPANY OF Association. Inc. 1 OLD 11-192 4/13/15 DATE' 4/13/15 tiL� -St.Lucie County,FL Z�••. - a1s5 N.M.39th.sL,sE,304,WAcunA cARoOu.FL4BM 3v y� �� fTaee:(30.5)871-1530.I.:(305)671-1531 4268 Westroads Drive 2 DRAWING No 1T''•., k. a-men:tlRaaoOaol.mm West Palm'Beach, FL 33407 s WALIIILE A0106771Jr.PE 4 15=085 ''7YY7E17 AAAA FLORIDA Uo.0 44167 P.E. SEAL/ (WERE/DATE 8 SH 1�OF 20 . 5 ' 3'r+a0 n9ooN tpra® � � VARIES t a9' � 4. .SS' Ur • o o Moz. •,fir �• o 4 1 HV SOLID BLADE � � �C. Q5 HV 90rj180r �eRTER HV UNNERSAL FLOATER COVEREDO UNDER US PATENT#5458179 O ° QUALIFIED AOR USE W/ QU/U.IFlOED FOR USE W/HV BLADE( 4 HV BLADE 1 HV WINDOW BLADEi 8005-T5 ALLOY ANO TEMPER QUALIFIED FOR USE W HV 8063-T6 ALLOY AND TEMPER 'SEE UMITA71ONS OF USE OF BLADE®ON SHEET 19 8053-T6 ALLOY AND TEMPER •� 6063-TG ALLOY AND TEMPER 3.226' 1500' 065 3556' ) ,000' a1py . 6'70• 2226• .996' 0 842 _ �*3.22 O7 HV ADJ. ADAPTER W/LIP 4438' +9�QUALIFIED FOR USE'W/HV ®HV WALK—OVER TRACK ©HV ADJ. FLOOR TRACKBLADE(DQUALIFIED FOR UAE W/HV *HV TRENCH TRACK 3. 6063-T6 ALLOY AND TEMPER BLADE(1) QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER BLADE(ONLY_ b,V RAINGUARD BLADE N � 6083-T6 ALLOY AND TEMPER QUAUFlED FOR U E W/ W 6063-Tfi ALLOY ARD TEMPER VMIFS "' 1.93 t' .9 5' o BLADE 1 VARIES 1.06' 6063-T6 ALLOY 0 TEMPER 191Y g oc �• 063' .093. .093. . op r .100' ev1'i •12' � 060• .060' $ 670 + .093' .093•• n j4 .060' • 67 1.686' 4.t• 670 3.52' 5 3-529• 670 11 HV COLING HEADER L® HV HEADER/SILL 13 HD CEILING HEADER/SILL Q FlED FOR USE W/HV BLADE 1 ONLY• QUALIFIED FOR USE W/HV BLADE(1�ONLY SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER"' QUALIFIED FOR USE W/HV BLADEtO - t4 HD WALL HEADER/SILL 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUALIFlED FOR USE W%HV 6063-T6 ALLOY AND TEMPER BLADE(j)ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A 9 T1 T2 X NY1Dit +• + 2' 2' 0.125 Q 2' S'VM. 1/8' 1/8' 3• 3' D.090' 1 18 2' 5'MAX. 0.192• 0.192• 16 Sij)f ANGLES Q'G/WFlED FOR USE W/HV ALUMINUM ANGLES +9 zs• T MAx oeso• 0.190 CORNER POSTS ALIFIED FOR USE W/HV ! BLADE( QUALIFIED FO/Spy,USE W/HD V BLADE 1 6063-T6 ALLOY AND TEMPER BLADE V ONLY. ® 2• 5'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Velocity Hurricane Zone jTJ,�' 0 2015 EA5tERN METAL SUPPLY,INC. ��pENSF':'9 - BERTHA HV TM 07 E C C INc. A■S■S■A■ Accordion Shutter System �y • Hv BADE gi w/OR w/o xv v�roow aanE *; �l/.IIY•V'� •'* TILLR TESTING &ENGINEERING COMPANY American ShU4fer Systema 3EV. O1 DATE DRAM U,; M.L 2= Aesoclaflonr Inc. + OLD 11-182 4/13/15 ME: 4/13/15 STAM OF .4�,` 63'+6 N.V.36th.3L•S11 Me.VRGM 9Nm0+6.FWRIM Al 4268 Westroad9 Drive 2 Rwne:(3D3)871-1530_F.:(30.5)67+-153t DRAWING No .\�\� °® O.al<^m West Palm Beach, FZ 33407 3 15-085 ''%7j/�`sS1' N NIL C\,O WALTER A T T Jr.P.E. 4 SNEEf P.E Sr9Yl9UY1MkE/DATE nMa%U.8 44157 6 2 F 20 � I I 4,570' ,4•-2A 6tS7 A,2 0.334' e� "_-- =--g IFi1D HOUC S ENAVEI 3' .745' (SYR ONQV PNNRD OIE C/sr g o (z 1YP.).062 .32 I.� -r' 641155 CnaiOFN BRAS cYt817FA '^Y ' Mq D)(Df611E (d,6D1M PUlE6) 21 HV CENTERMATE �. 329 - ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/HV BLADE1Q& 1@ ONLY 3• En' gUALIFlEO FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER QU�ED FOR USE W/HV BLADE 1 & ONLY 8083-T6 ALLOY AND TEMPER I CORNER C� BLADED& ®ONLY_ - BLADE & ONLY. O ALIFIED FOR USE W/HV BLADEU1 ONLY 250.O.D. -18- ln{• 6063-T6 ALLOY AND TEMPER .PLSRC HEAD o b- 2.079. n 1.756• 9 4.045' 2• MOLD ED 207' 1.753- REW o -60•AFTER RNETING BEFORE RfVERNG " " D 1/4"L-205x 3/4" / SCREW 1 4no�—0 RIVNUT* THUMe m *S386 9444 AJMMINUM(2024-73 AM"LARGE RANGE TBH z1HY m m m SHEET NtMW.Mr/0620,AS UMUFACrURED BY AVDEL PLAN '� FRONT U VATON HV M LEn A 1 C 4..566' Lod CHOW TDRORN,PA MPPENY,NOV JERSEY 07054 O6 EQUAL ® HV 'T' LOCK ® HV At LOCK © LOCKER FOR nT- LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE ONLY ® HV FEMALE T" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV BLADE(1�ONLY. QUALIFIED FOR USE QUALIFIED FOR USE W/HV O 6FOR U ALLOY AND BLADE(i)ONLY TEMPERW/HV BLADE(!)ONLY. BLADE 1 ONLY. 6063-TS ALLOY AND TEMPER 617 Ir o- � 3.161 .0 .3 _ THUM RN % .083" o D CYUNDER OR 27{' A63 2' .214" m KEY CYLINDER .n .545' wVO O.�IY Min. r.. A A 8lor) 16 .6 000 1.125"Yax ©QUALIFIED FOR USE W/HV BLADE(q&& A ®QUALIFIED FOR USE W/IN BLADE 1 & 0 w 6083-T6 ALLOY AND TEMPER ® C ' n 6063-T6 ALLOY AND TEMPER VARIES. I2•MIN. QUALIFIED FOR USE W/HV BLADE 1 & B / #-20 /6'0-16 6063-T6 ALLOY D TEMPER *1/2• CYLINDER (� D t1S OR KEY _ 1.37 Min. C1U77DER ® .76 u0 LOCKING 11000 1/a m ® OC 1 c QUALIFIED FOR USE W/HV BLADED 6063-T6 ALLOY AND TEMPER © HV i8 3750 , •0-1 B IL C T/LL W 1 4n 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 23.33 HOOK BOLT LOCK. 151E .FZ— / ,� _RIES S.S. THUMBSCR QUALIFIED FOR USE W/HV BLADE 1 & A A JO/INSTALLATION WILL REQUIRE A 7/16"HOLE THUMBSCREWS DRILLED AT TRACKS FOR PROPER EMBEDMENT QUAIIFlED 1 L rr BLADEG) QUALIFIED FOR USE W/HV BLADE1Q FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone %%—$ `M$ J',i�� ® MEM015 EASTERN NESUPPLY.INC. Q�J�ENSF' 9 BERTHA HVTM / -7TDECO -N c. _ A.S.S■A■ Accordion Shutter System • � tLv(;LanE#,w/OR w/o H.v WINDOW eaDE �( ��// •�= American Shutter Systems Ey.N DE=PMON DATE DRAWN e,: M.L 's! •�A� TILLIT TESTING & ENGINEERING COMPANY S �� Assactafian, Inc. I OLD 11-192 4/13/15 DAIe a/T3/,5 'a'. P a.� 6999 h 34M.SL,stn 153 I.Fa.GARDENS.1ROMA-153 all Ph—:(SOS)871-1530.iax:(J03)671-1531 4268 WestroOds Drive z DILIWING No �''4pFSS1ONA; P1`ll� W�E a�T1 PE West Palm Beach, Fl 33407 3 15-085 PZ SEAL/SIGNATURE/DATE FIDROA EI`/`4167 6 SHEEP 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HY �A afe"° 12-Mw. CE t0 S ADE .1—i • HV BLADE 1 O 41 3 (1 FN YANUDW BLADE .Dow .0625 .0625' Qb HV BLADE 1A �j a eLAot:'s 'q OPENiN tars Y HV LONG RECESSED NYLON BUSHING o "+ KNUCKLE .0625 o.ss (�) .. r NV SHORT RECESSED NYLON BUSHING ,r3� op, f1AT PORBON Rt't ® HV NYLON HAT WASHER ©OR t7 Ntfi I " HV WHEEL CARRIAGE AISI 302-303 SERIES I{ 4 4 /�4L 7 X 0.870'x3/16^THICK NYLON WHEEL3 I w 2 718-NM W WINDOW 0.188"0 A1SI 302 SERIES S.S. RIVETS 315'0 sEPTINEEN .0625' ' 3.2smo" BLAADE 0625' @ HV 1 3/44^ACCORDION PIN W/#8 HEAD * EXTERIOR 4 m OPENINGS ON 5 3J♦' �OLL�L-T Tom" HV 2 3f4"ACCORDION PIN WI#8 HEAD ¢ 4 ^ c -) I• 2 1/4' { E B�� TYPICAL HV WIRQ— BICE ICDA AND POLYCARBONATE IMPACT RESISTANT HV WINDOW f °' _LAPS ! 3 POLYC BONAIE HV WINDOW DETAIL (DOR 0 ! 4 or @ > � N.TS. 3 ME wNE�iTEExFiOsg , I (()OR(� Ul - *E LYCAREE AIE6IPACT RESLG7ANT HY W.INDOW BAYER MAKROLON 3103 POLYCARBONATE 12^us+. RESINS, UV-STABiLT2ED GRADE OR SABIC * To BLADE M INNOVATIVE PLASTIC LEXAN 103 RESIN (j)OR 0 l • (SEE NOTE "F" ON SHEET 19). Hy w lip ii (1) HV PIN SHALL ALWAYS BE USED AT ALL. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR EXTERIOR N> 9A9..7 HV 1�BLADE, jxplGA SHUTTER ASSEMBLY TCW&PRbM%nE5 swowo 10 }iV PIN t(2�OR AT '6 (2) HV PIN MAY BE USED IN UEU OF®AND ONLY AT � ExT IDR EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV(D 00324" eLAOE's KNUCKLE. Din aw WA" a0u I"/N (SFE NOTE FOR BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 04 . © REOwREMENTS) STRE14111 AM 0= g w¢,, 9900 psi TYP. FUD""L Snmhv 11 AT YIELD AM 0799 I$500P." 14400 9 L � (3) HV PIN a OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 5 AM"L Am 0186 3.4965 o"L S15AM 1� SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ej K6IC19D rrG9 an+D25e ,5 Pr-roto n R-m/n SHEET 511p1a:Oe141T ASM 975Q 473 S 84.5 i YA% WHEEL ICARRINE DETAIL E1181Y LAYQUT RATE OF OHO A=0635 C-1 a" o-1 aAs 71.75. N, MY ow" AIM 111910 10407 999'F /9114155 IEtLSSE 591fx9w AtlfR AIB as 9362 psk 59409aL C1� HV BLADE SOLID & (A HV WINDOW BLADE DETAILS '° ��`°`" °{B1 pA 'm"_` N.T.S. ftONIDA BUILDING GODE(Non Nigh Velocity Hurricane Ione BERTHAT/ ,�'/' ®2015 FJSIF.RN METAL SUPPLY,INC. 'uc.u`4'T� Mr. * / li A Accordion Shutter System _ 1 E7 clic. . . . ■ KV.MADE fill W1 OR W/O HV.WINDOW BLADE r/ Amertcon Shutter Systems OEscmPOaN 63,E DRAWN e: ML 71LLIT TESTING Ic ENGINEERING COMPANY TE OF *; Assoclation. Inc. , OLD 11-182 vests DATE: 71;1713 ms NN,3—sE,s% 339,wIs+A rxaes.na90A sat 4268 Westroods Drive : O Ph—:(305)971-Isco.F9A:{3asD6T1-15x1 �DIRIAWING No F` RID a-mon UK9wo-ig West Palm Beach, FL 33407 3 5-085wu1Ea,iTnuiar,PZ nasDA u0.r 44167 EET P.E. �` N311�URE/DATE 9 4 F Q I i ®'®m *NOTES ON HV LOCKS AND C NTERMA S• A • ®,®m®+®m® I.LIANDATORY CONDTON/f-OHE HV LOCK®Dr 0 SHALT.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ELEVATION. W LOCK�BOVEO or MAY BE USED AS AN NSIDE OR OUTSIDE S UP TO OLOGK,ATTACH D FORAL1�110NS t1T ANY CfIJfERMATES W/(2) 1/4'0-20-x 1/2"LONG FIAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BREI AS IQN�DI(:ATEO ON TYPICAL SH ELEVATION. �QmQm 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES.UP T TWO HV m LOC OR Y BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTEFTW% OR®SHALL BE AS,INDICATED ON NOTE(1)ABOVE LOCATION OF LACKS SHALL BE AS WDICA70 ON TYPICAL SHUTTER ELEVATION. � 3 .OPTIONAL 12"YO ONLY WHEMM F A2 5 USED W/IWD H V.LOGLSI• CONDITION LOCKING RODS ARE NOT REQUIRED AT URTICANT POSNTION,BUT MAY 4if oR�5m9-96Gr °"® - USED IF DESIRED TO ENHANCE SHl1TTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). JF Ink 4.IIAAY»C„C®}� ONE HV LOCK® ® BE USED AT CORNER CENTERMAIES FOR ANY SPAN AND INSTATIATONS AT MSI' -ELEVATION.HV LOGIC 2 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, § HDe-xw ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/40-20 x 1/2 LONG FIAT HEAD SS.MS.TVO LOCKING RODS AT TOP&BOTTOM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUNTER ELEVATION. �T MAYJMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. va JRs NE ALTERNATE HV LOCK MAY PMMBE USED IN LIEU OF HV LOCK or FOR ANY SPAN.AND Q JR5. NSf TIONS AT ANY ELEVATION.AL NATE LOCK®MAY BE USED AS AN 510E OR OUTSIDE LOCK.ATTACHMENT 9' oy fix^ OF 1/4'0-20x3/4'S.S.THUMBSCREW TO 0 OR®CEJTETUMTS SHALL BE MADE W/1/4.0-20x3/4•ALUM. 4Ks RNNUT AS SHOWN ON SECTION HVE,SHEEr B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( / SEE! C LOCKS AT 1/3 OF SHUTTER SPAN. ® 6.MANDATORY CONWROEI 10 FOR KEYSTONE IRTING WDLIARffiN, ONE HV LOCK®or 0 or®STALL 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 9r.AND FOR INSTALLATIONS AT ANY ELEVATION.11V LOCK®or @ or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED TO 0 or®SYMMETRICAL CENIERMATES W/(2) 1/4"-20 x 1/2"LONG FIAT HEAD S.S. SED ENO M.S.LOCATION OF LOCK SHA l BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/ CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS ON D F E K 1 J K L Y p D p y M X SHEETS FULL HEI HST. F1nL aLw *NMS ON HV "T" LOCKS AND CERVINAM OF CORNER CENTERMATE 1.SEDIIND ALTEINIATE TO H&MMA CONDITION it MA MY FOR HV-r LM W-4W MMOMM""NIL ONE ALTERNATE HV'f'LOCK BEI ALLED IN LIEU OF HV LOCKS OR FOR ANY$PMN AND ©m®m©•O7 pA®a l0+®°" STALLATIOO-N AT ANY ELEVATION.AL TE LOCK Q9 Af BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF LOCK Q9 INCLUDES USING RENFORCINO LOCKER ? AS SHOWN ON SECTION HVG,SHEET O,WHICH MUST BE CONNECTED TO CENTERMATFS 0 AND®W/1/490-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8.0 x 3/32 YBNGNUr OR W/1/4 0-20x1'SS.MS.INTO A 1/4 Ox 5/8'RIVNUT. OCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABO1l�ANO Bf10W MIDSPAN.USE OF TWO LOCKING RODS 0S TOP AND BOTOM IS MANDATORY. 'NOTES QN HD LOCKSNT E r� 1. :ONE ALTERNATE HO LOCK 0 MAYBE USED IN UEU OF TYPICAL In BLADE SHUTTER ELEVATION SHUTTER ELEVATION HV LOCKS OR Qy FOR ANY SPAN AND DISTAWTONS AT ANY ELEVATION.ALTERNATE LO LOCK®MAY BE USE N.T.S. AS AN INSIDE OR OUTS®LOCK ATTACHMENT OF HD LOCK®TO IS W/3/B x 3/8'F.H.S.5l/.5.,AND INCLUDES I REINFORCEMENT INSERT AS SHOWN ON SECTIONS H -HVB AND HOC-HW,SLEET 10.LOCK MAY BE INSTALLED AT MIDSPANDSPAN OR 12'MAXIMUM 138-OW OR ABOVE 1NIDSPAN..I3 SE OF LOCKING RODS®IS COMPLETELY OPTIONAL TI i, DA On High elocit Urricane one `A''��� A.sok A <(// 0 2015 EASTERN METAL SUPPLY,INC. SEMA HVTM • IL E C O �TMc. A■S■S■A■ Accordion Shutter System TLV.RADE#1 W/OR W/0 KV.NINDOYv RODE TELT TESTING& ENGINEERING COMPANY American Shuffer Systems DOCR,pnox DATE DRAM IN: Ma. Association. Inc. 1 OLD 11-Is2 4/13/15 DME. 4/13/15 STATE OF G{� ave xw.36m L.s".DAs Mrsewu 6ApDu1s,flDtm4 3etp Z Phan.:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 �'' FLS''"•••••"' G�p�`�` --®�D�DDe71aL-m West Palm Beach, FL 33407 3 DRAWING No WALTER A ILLY Jr.PL 4 15-085 4p F pq FLORIDA Uc.A 44167 B SHEET P.E. SEAC�SItlFUIIURE/GATE 6 9 OF 20 i ONCRETE ANCHORS POURED CONCRETE POURED -(SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE SHEEP 13 REQUIRED 1/4'0-20x3/4•S.S. CONCRETE REQUIREO ) CONCRETE ANCHORS UA HJNE SCREWS (TEDUIRm TDR CONCRETE A 1©18 axE((sixuoaxnxo®ax SREET 7) SHEET 13EOULE ON w/1 4- 20 (SEE SCHEDULE OR SHEET 13) NUTS®12'O.C. NCHORS 2 OR® Min. 1/4'0-20.3/4'S.S. Yin. Q MACHINE SCR USWG 1/4•-20 NUTS 19 2' _-- ®12'O.C. / 1 2 E 0.- .250•Mox. -- �� 3_OR $ _ O OR 15 s _ .750' '' Iii O I \ •250'Mox. O' i Max. NAL E � I 1 OPTIO :� 11 i 11 PIIONAL 11 I i 101.SS.Yd91Q1 � I tt�11U,beiea 1 OR ®� IEXISTING ' - MIN.SEPARATION TO GLASS 1 a BfII 19 RA 1G -- (SEE SCHEDULE ON SHEET 17) E715f1NC ; aras0)k® '--'(sMIN SHmAUIEOONTO GLASS . EX=G I t t HV WALL HEADER INSTALLATION ���, 11, oil ©HV WALL HEADER INSTALLATION 8O HV WALL HEADER INSTALLATION + KEYSTONE tXIS�INC , i ' MIN.SEPARATION TO GLASS suwvm //--�� I I`—(sEE SCHEDULE ON SHEET 11) 1 tDaAa(R'E I 1 -ZJOR ® I MW.SEPARATION TO GLASS IMING� I (SEE SCHEDULE ON SHEET 11) LEL s> O 18 rtB 9W♦fS®4® � F)OSIiNG f OPTIONAL t Iii ili : I I 1/4'Max. E Max, I11 90 OPTIONAL (3 oR 1$ E 0.4' I N _ - E 1/ r 3 OR 1' ___ 2OR® - 1�4.0-20x3 4.5.5. Min. '- PHIL6 TR�55 HEAD 114'0-20x3/4'SS.PHIWPS MACHINE SCREWS USING CONCRETE ANCHORS _TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS 1 1$ 1' 1/4•-20 NUTS®12'O.C. (SEE SCHEDULE ON W/1/4=20 M=0 12.O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Win• POURED OR CONCRETE BLOCK SNF1:T 13) OR CONCRETE BLOCK CRETE ANCHORS REQUIRED WALL REQUIRED' (9 HV WALL SILL INSTALLATION (SLY SCHEDULE14) ON HV WALL SILL INSTALLATION POURED CONCRETE SFIEET 14) OR CONCRETE BLOCK WALL REWIRED O 14V WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS, INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL.SHUTTER i E 0.-EDGE DISTANCE 2~SSEMBLY 1-MOUNTING SECTIONS CAN 0E COMBINED (SEE SPECIFICATIONS ON SHMr 13) F-LADE�AON SHEET19F� LIJ HV BLADE IN ANY WAY TO SUR ANY DWAL ATION. ROMA BUM CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVT, A.S.S.A. Accordion Shutter System American Shutter Systems KV.BLADE#1 W/CR W/0 KV.WHOM Rt>DE OFSOR19GN DATE DRAWN BY: N.L. F TIWT TESTING do ENGINCERING COIGRQA 9••, :t4�� 6366 x.w.3sen.sl,sty 361,wtmca ra'em Elaa]A ait 268 Association.d Inc.Dri1 OLD 11-192 4/13/15 OATe 4/13/15 PMne:(305)871-1530.Fax (305)6/1-1531 4268 Westroods Drive x DRAWING No '��tC '••.,,•,..••'•\ ��`� a-ma9:t0taco9 aolxxxn West Palm Beach. FL 33407 a 15^085 wALT�A ITUff00071Jr.P.E. 4 P.E. SrEAL��I�uATURE/DA E HIDA UO.d 44107 5 SHEET 6 6 OF 20 CONCRETE ANCHORS POURED I "N °" t OR ®+ I 1 i M". uAst aR t —LL(SEE SCHEDULE ON SHEET 13) , To GLASS= EpSHNG REQUIRED EDGE OF n FpI9M V-xv tot (�. m a ii CH�tfT to FOR t mCL/39 1 s APPLICABLE tI !SLAB IF EwsnNG 1! t ; wAt orRi 70x3/4'HEX WASHER HEW GIASS' i j t DR OR 5 o I J HIRE TEX SCREWS a 12'O.G i 8 MOF 3 M CONCRETE ANCHORS i APPLICABLE (SM SCHEDULE ON SHEET 13) EDGE' SLAB IF "ISI=OF ' _ NS I r, SiAB.IF t 112- •t SLAB IF APPLICABLE APPLICABLE A. Q- APPLICABLE POURED FLAT HEAD CONCRETE ANCHORS t mi CONCRETE D' CONCRETE (SEE SCHEDULE ON SHEET 14) ... .... FLAT HFAO CO)ICREtE ANCHORS REQUIRED t aw HDN+° 1 OR ��C CREME D REQUIRED ( SCHEDULE,R SNEER S4) CIOs a CONCRETE D. It INSTALLATION ALID ONLY FDR UP Yo}AT,-78 PSF A.S.D. �� t�LiV WALK—OVER IN5TALE.00N DESIGN PRESSURE RATING&FOR SPANS PER HV FLO R 1 STALLA ION t SCHEDLILE 03,SHEET 11 ® NV CEILING INSTALLATION ' LNA65 N aMS CONCRETE ANCHORS t Bio aMS O ...—t"=— -.--- (SEE SHEET $5a 1/4•D ON MOM 9N sLLT„) i /h i t-'—LSFC 9d4aui H 1 EXISTING SEp44AOGY ai if4.O MWERS I V'if4' ( F]i15RNG—; aH sm T O a GLASStt GtAsx--I(sOF /• E'IOmYEHf O 8/ CLASS 1a/4 MAK tq1 OF -W SPM AND .LQ FOR surUP TO as wtCER T" ' 6'-q'UP TO Y-O'WL APPLY rf 1/4' t SWAN ATMAX L1:IIH'F 1FM 3 1 Dx3/4.1.IE3!E. • (tMp.3(SEE HOLE 1t CN 9EII i o SE tz O.C. 8 112' s -_-� 1 e• i' HM,. TNO<sclaEWs MAX. I OR t S CO HEAD lIF- ALANT FWH unAtiKu1..�... - ..^.—.. 1 $ I #14X3/4' HEX HEAD i r 1 B t =t F tf Tic I aan Hu15 iIX SCREWS®s'oF. ,.i -- + 114x3/4'SAS. t/4� ;r',.. CONGiE1E ANCHORS - 6 O a 8 9.O.C. - - Max OR 7/4'0-20 S.S.M.S. t (SIX SCHEDULE ON n 1 7 •-' Wl NUT @ s"a.C, c tl+, -...:_ '' E7451RHD la7N SNNCSUML f '{ ---- i SHEET 14) L@CR 1871z. t" 7 R 18 :z.00"MIN. YINI.TRW([1ECORAIIVE 1,,. 9W EDGE OF 114x3/4'F-N.S.D.S. .Milt Z. �' SLAB IF ®B'O.C. C-��•-.•:a: •''-'"� POURED OONOXTE RODUCONCRETE ANCHORS NOTE 13(b) - '=•?• - � ` O POURED CONCRETE (l SCHEDULE ON ON SETTER 1 ON SHEET j3(tr) �';•t..r,.'-•.:.•:.;.«,• OIA ETE BLOCK SHEET 14) POURED CONCRETE REQI,IRED BLOCK tN i(F,trcrnuc iNlOUNTiNG INSTALLATION OPTIONAL POURED O HV WAL FLaQR_INSIA eTION © �WALL WALK—AVER INSTALLATION M ASOsuDEN Spm a �''Yx P'T REQ REE D 17EOUIREO Q 4V RAINGUARD INSTALL ATION t IWIE FOR COMBINATION QE SEC`DOIHS: s t M...PERFORMED E D.>EDGE tXSTANCE ADS•NO AN OPERABLE LTD1' ♦SEE tAA At70NS OF 175E FOR I-SEE SHEET 4 FOR TYWCAL SHUTTER (SIX SPECIFICATIONS ON SH 13) OR ENTRANCE 10 BLADE�ON SHEET 7s INSTALLATION DETAILS VII,/ © HV BLADE ASSEMBLY SMMOOULNDNG SECTIONS CAN BE COMBINED - - FLORIDA BUILDING CODE Ion Nigh Velocity Hurricane Ione IN ANY WAY TO SUR ANY INSTALLATION. N-Tl(j1,2h,i, 0 2015 FASTER)N METAL SUPPLY.INC. IS H T�1 >atsF• �'- 71% Accordion Shutter A■ ■ ■A■ MAM MADEL E KveawrS *= American ShuHer Systems EY_ OtSCOPt1DM mOE ORAUN m: M� Ao•. jpTE OF TAT TESTING& ENGREEERINC COMPANY Association. Inc. I OLD 17-792 4/13 15 MM- a/ts/ts . �+> sass rte.sea.SL s.a%MRawA DARaTE s IlDHIDh sn 4-268 Westroads Drive 2 Pbaa.:(3BSWI-1330.Fox:(m)371-ts31 DRAWNNG Na ............ 1 • � ``�� a mon t 1 ED- 719tmm West Po1Fi1 Beoch, ft 33407 s 15-'01 5 JJjAAJS�ONAi.�L;i�\ WKTER A.MLUT.lr,p,E - 8 SHEET P.E. SE'J1tf81dWRE/DATE FLORIDA U.1+41sT e 7 OF 20 1 SEE END WALL ON JH 10 & is SEE NOIR ON LOCIONO RODS®,KV LOOKS®ar `I INSTALLATIONS W/ 1 HV **AND ALTERNA'M W�®ON SIM a oUTIN I�°"�""G BLADE W HV CENTERMATES CENT��DML HW I�LQEo OR ,SEE END WALL CONNECHEIN GLA55 +0+©m©•Oj .®m DETAILS ON '0 S (6� 2r¢51T/B'x0'-2 I ®+�°�®+®°"Q♦Q 3 1/4' 7 6 1/2• (6D63-1O ALLa1Q ALOIL 7' ANo1E.." 1�+o rnPcoN OPPOSING SYMMETRYCAL ANCFITIRS 0TIOM)IE I CENTERMA ES MIN.SEPARAnoN (a)�1ox1/z's�es/sm"TUBE CENTERMAT�ES CiIOxT/4'S.M.S:O I2' ��yc o.c.FULL lEN(21f. W/ HV LOCK or TO GLASS AT EACH AN (TTP) I o W/ HV LOCK War ILy (SEE SCHEDULE 5 ®m * 35* I N 3 * 3 ON SHEET 11) 5 1 9a * 1 1 1/ 2� '03 3 ®" OUT m ® HVB � ® m HVC 10•QED®+QUA®.®m HVA ®°A®°fl�+®°A®0R®•®°P -IXISONG GLASS CONS BLOC CONCRETE OR ©+�+�"©•�'�I ) 10+ aA + m CONCRETE e1DCKwALL STING ��00.©•®aa©•®aa (—___—____---_ — _ R SYMMETRICAL 6+7'�°��7 ®m —T------ 8 •®art Q9•©aaQ•® '`t10STIN I N — MIN.SFPARAnON GLASS J GLASS b 1 CEN\E M 6* OPnoNAL ®•®°R�.�mO.Qm (SEF SCHEDULE 5 NTN.SEPAfTAl70N ®� * CINIERIOR) ®•®mQ+©aaQ+11:J ON SHEET ii) TO GLA55 (SEE SCHEDULE IN OPTIONAL m®+® ON SHEET T1) (INIETOOR} ^ _ - OUT ----------- ------- ---------- CONCFIETE SLS ANCHORS 1 1s'oc. V(3) vAR1. 3 Ly 90 $ m ® as® OUT 6 1/2"MAX SLACK OUT * (EXTERIOR) HVE HVE** HVD FLORIDA BUILDING CODE Won High Velocity Hurricane tone "11011111, ®2015 FASVERN uErAL SUPPLY,INC. BEFMA HVTM Q' GEN _ /T0Ecos,--\. A.S.S.A. Accordion Shutter System ILv BADE#1 W/CR W/O KV WNWN BADE TILLIT TESTING do ENGINEERING COMPANY AmeAcan ShuHer Systems DATE 0RpY91 TED r� a: STATE OF ' = SM FILM W& St 70�K� A wDM FUWZL%331Association, Inc. 1 CLO 11-192 4 13/ts DATE efts/1s A'TVT Phone:(70571-1530.Fax:(7pS)871-1531 4268 Westroads Drive 2 DRAWING No O'• FCORIOQ-`:��`�'� a mai 19.eom West Palm Beach, FL 33407 a ......fL`G�.��` WALTER A IIUR Jr.P.E. • 15-085 AL DATE nnRMA LTa Y 44167 5 SHEET P.E. s B (1F 20 i ALTERNATE V "T" LQC5 N& HV MALE/EE "T" LOCKS CENTERMATES 28) & LOCKERS WZ In BY BLADE * N¢ENO CONNECnON p"Iq ON s..m 10 & 1e INSTALLATION In HV BLADE OUT IN ')YY_`D 11N Q= E.ADE(D �,,¢amwW/ HD CENTERMATES !D AS VAIL AS UNMe6aL NOAUJO ENAOE®OETHL emD-NVD. ®w©•07 w e�w®•®w WIV',1ED ON IW SHEET,UP BE EISID VAH 71®K DWALWON DEIN.HM SHOV IN 7H6 9 ENDWALL CQIMIWBON I 08•07 •®w©•O•®� RUARs am SHEEM 10 e �e i I ®`®w®•QUO•®w . flow-m�uari wn ANtxE W x TO OWN , aaroro//aammmmnD L-_------- (oPrnxny 4 (aPiwwW HNt a•�ANar% TE�aa nSM Mort ---------p------- ------- 3 - t -------- ------- ---- -------------- --- - a1N I IN (4)N.V. IN (4)NM. ,,. LOCK T(INSIDE) 1 PNs ') xµ• wts(nPJ w oy 1 — —-- ------------- - -- — -- — -- ® 5 1 2 2 x�/c O31UT - 3 31 OR ©1 DN 31 OR® * 35 *SEE NOTE O RIR EF LOCK®, * 2 W „ / 1/.91 x 3/32 2 WINGNUT. 4 (twwN.O HDD-HYD OUT (aPltaxHl HDCHDC=HVC T LOaE.ON SNEE!5. ©0 HV "T' LOCK (OUTSIDE) SYMMETRICAL HD CE14TERMATES SYMMETRICAL NO CENTERMATES t 5WES 9444 uwu,w HVG* MV LOCK (EXTERIOR) W/ SCdP LOCK (INTERIOR). 4-i3 N1O14 EAJ=nANGE DIOL ASWEEr MANUISEHr.PHO 10820. N 1Oa®w®♦�©''.''ll''®77m tlANUFACMED 91'NOEL R roJERSEY mna .taw.mL4T OEOUAL 3 `i`st roEs w tDCNWC mem®a ND®wars aN srtLT s **aM&L RO M F.IAOEQ WE WO-W 6 wtn fta Au mmxmars AINDGOPS MH F O HDD_M— FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone VI, T�9' ®zB rrM MErAi.SUPPLY, WHVTM A■S■S■A■ KVAccordion Shutter System .MADE#1 W/OR W/O KV.WINDOW MADE TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems trscamnDN OJOE DRAWN W. ML _ TATE F sale x.W.eau se sr<sm,vmuw rANDats egiM 3316f An3wiction. Inc. 1 OLD 11-192 4 1J/15 DAE. 4 13/15 (hare:(so5�97 15JODN.-F=: s05)871_15J1 4268 Westroads Drive 2 West Palm Beach, FL 33407 s DRAWING No FB CM8716 A NAL �� WALTER—A.DEur a..P.E. 4 15-085 /UF F1 E1�1� FIORM UA.y 44167 s SHEET OF RE SF�LfSleeZRE/DATE 6 POURER CONCRETE CURED CONCRETE POURED CONCRETE OR POURED CONCRETE OR CONCRETE 09 CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALT.REQUWED OLOCK WALL REQUIRED 60N.EI 'BLOCK WALL REQUIRED REQUIREXISTING GLASS( f/�EXISTWG GLASS LRN FXISONG GLASS T J '{� Z- AN E7OSRNG GLASS -fry 1' 6 16'O.C. —. _.....LT MN SEPARATION i — 'T_ 2"MIN. O CLASS(SFE T MN.GLASS ($EE f IAN SEPARATION •r ON SVtEET ro tXA55(sEE it ro GL1S(5FE ED Ea TO�� tt FOR GLADE OMD 1, TRE CN SHEET :rt1EDLRE QN 541ffT StsiEDULE ON 5VEET t j76'x3-MNL. ON SHEET 19 FOR 11 FCR.Z IDAND 11 FOR EaADEMAN3 T1 FOR BLADE®ANO (6063-Ta)CONY. �1D 0 av SHEET 19 FOR 1/z• ON sw 199 ON SHEET 19 FOR ALUM.CLOSER / SLAVES 0&0 RIAGM(D& (-- SIDE GUOE 0-0 PIATE.((LOCATE SJ ' OF 5{�) AT EIIFIER�j MIN +USE t'OR 2-MAX. I S/2'MIN. ( (AS APPLICAEiLE)x2"xt/0"x0'-2" #10x1/2'S.M.S- -J--- ALUMMUM CLIP N^TGIE #10x1/2-S.M.S NOR D S6'O.C. ____ __ (0063-T6 ALLOY)AT MIDHEI®16.O.C. 4 (1)#10x1/2-S.M.S.TOO& (2)1/40 TAPCONS ANCHORS TO SEE OETAR X FO WALL AT.1'O.C.(LOCATE AT SIDE CONNECTION {)R £T111FR SLOE OFQ) ( OR SEE DETAIL X FOR 0R (W r0 TRACKS t SEE DETARx 4 SIDE CONNECTION 6� -"tU'0"1.7`l!°t �a'�n SIDE CONNECTION TO TRACKS F2,w G 7 40� -0-@- (9) 0-@- 1$•pS+°"©- ©•vya, TO TWUY(S �•y,yn�`�a,©+�°" �L2.n,fa,+�®.�w D (Vw�•�rl'1,(:7®. ®+�7 .�w®+Q7.�n S+Q r�n 6�r 7O•�w ©.YOY.v0Jw/0-0�-®w ®s�w®+'t9'"`V"�°" �`29n�`l7�"'V`V:Jm V'�n�+�°"1�rQ'�S w(�® �•'R.7"�•�n®•�wR7C7 . O•®wQ�J•®'®`®nom O'®w�•®n®•®" END CONNECTION DETAIL END CONNECTION DELL® END CONN 9N DETAIL Q END CONNECTION DETAIL Q 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING 4 CONCRETE BLACK WALL GLASS —EXISTING GLASS4 - —— � REQUIRED #1 /2'S.M 7�0�5E 618' .G (SEIEV1/ �V---- _ 6 OR®OR@OR i F B.A�LEI CO 1/z'MEN. 504MULB ONTO GLASS SHEET -- -`-- - OF SIM 19 FOR ANCHOR a 11 FOR IXADE(DA4D 4 ---- -- V OR@fit..•'OR/`�+'�, CONCRETE BLADESM&Ql� tY Q.C. T�A (D& — - OR1,'„y ANCH16 OR O.C. 1j2 MIH. ... 4 »_ -jLJMIN. �1e1 erti� 2'MIN 2"MIN. ♦SET:UM ARONS OF USE FOR EILADE�ON SHIT 19 I�OROOR�OR�OR� 31'x'-T=-1. 5 OR ®' PLAN DETAIL 1 OR Q�` ®�®nQ•Un©n0•�w END INSTALLATION PaURm coFiDRETE OR {yw©•Uo w0°�'d�w Q`9�wQ�j•�wQ,�n . CONCRETE BLOCK WALT. 6-0—©-6-6-®n ©•CO•d n0.O`®n W BLADE 4R Hy WINDOW BLADE INTO REOUIRm h•Q,t�,_l1.Or�a 8•dt: ®•+t�n�` CONCRETE OR CONCRETE BLOC WALL- ®•®-®`4�'CB7•©w p•�.®.fin®+® LNC CONNECTION DETAIL C`�n®'®'�'{ "� END C(�INECTION D£TA1L a w� FL(1it1DA BUILDING CODE on Nigh Velocity Hurricane Zane J, 2015 EASTM MEIX SUPPLY.INC. ,,,�Q��4 A.t►tuTA,,,, __ BERTHA IHYTM /7T7i7L:r:EC Q AL. ■ An �V Accordion Shutter SgsDE 1 W OR W 4 iiY.l4fFLlON MADE T1WT TESTING& ENGMEERRNO COMPANY American Shutter Systema _ DFSM MN DAIS ORRAWN Br: ML STATE OF r _ W"H.,pow 5L,St,30%vwmaa GNMM FLORM 33r Aesaciation, Inc. 1 OLD 11-1s2 ata is DATE 4 t3 fs L" 4268 Westroods Drive 2 "9'' ph.00:(309)971-1930.Fox:(30S)571-1531 DRAWING No ,tea+•^ EEI Q(Io kt-�1 -maD a mcoe�ol eom West Palm Beach, FL 33447 3 �5�aaJ sjs's�QNA1 E� 9 4 pa�`��� WALTER FLORIDA URU#-00"71Hi� s SHEET P.E. IrJ hRE/DATE 6 10 OF 20, SCHEDULE &1 SCHEDULE 42 SCHmU�E3 MAXIMUM SHUTTER SPAN 'L+'OR "L-" MAXIMUM SHUTTER SPAN* "L+" )MUM SHUTTER SPAN*"L+' t (ft). FOR INSTALLATIONS W/ OR "L-". (ft) FOR " (R) INSTALLATIONSINSTALLATION LEGEND ® Gr INSTALlAT10NS W/ 121 MCONCRETE& yV�O (1)Lt:MAXIMUM ALLOWABLE SPAN FOR A CNEN W/ONE H.V, LOCK ®or®or or & W/ ONE HV LOCKS MANSORY POSITIVE AS.D.DESIGN PRESSURE RATING. HD LOCK ®W/NO LOCKING RODS or ONE HV LOCK ar®or® L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CEMERMATES®&®W/ONE HV 'T" W/NO LOCKI G RODS® W/ NO LOCKING WALL A, 8, C. D, E• M, N, O, P, O, AS.D.Of51GN PRESSURE RATINGLOCK® W/TWO LOCKING ROOS®TOP & (SEE NOTES t tt) MOUNTING F, K &L R, S, &V. BOTTOM SEE MUTES D FOR MOUNTINGQ (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H. 11 11, J T. U. W& X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: CONCRETE&VOID MOUNTING tA,mtw CONCRETE&WOOD INSTALLATIONS CONCRETE n MAID" CONCRETE & M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. Aso.Desm Aso.DCW6 ".M DID= INSTALLATIONS 1'RL59NtE w7ML MOUNDING FLOOR CDONC PR SEMI I1ML YOIINfINC tTtt9CE DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE RAIOU TMMC RIRCIC FUM/mUNG MOIN9NG �yX NO NG ,X R/�YDUNRNG (a°•PJ OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, FLOo AU.MOLWRNc DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE L+ (w L- Lt l- L4 L-(10 L+(A L-(10 0 MAXIMUM SHUTTER SPAN 1+•OR'L-'FOfl 30 OR L 16'-0' 16'--0' 1 -0 16'-0• 30 16'-0' 16'-0' 30 16•-01 16'-0" INSTALLATIONS INTO{MOOD SHALL BE UMITFD TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 1+`AND 7-'. 35 14'-10' 14'-10' 15'-2` 16'-0' 35 14-10' W-10' 35 15-2• 18'-10' ' 40 13'-10' 1 13'-10' 14'-2' 15'-2' 40 13'-10' 13'-10' 40 14'-2" 75'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" I3'-7' IJ'-4• 14'-3' 45 13'-1' 13'-1 45 13'-4' 14'-3' 1' HV CORNER CENITRM9ITE A3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-8' 13'-7' 50 12'-5' 12'-5' so 12'-r 13'-1' MOUNTING INSTALLATIONS,LOCKING SPECIFICATIONS W/FlAOR/CEUNG MOUNTINGS: 55 11'-10' 11'-10' 12'-I' 12'-11' 55 11'-101 11'-10' 55 "11'-1• 1,'-11• SHALL INDICATED ON MANDATORY CONDITION({2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4' 11'-4" f1'-7' 12•-4' 60 11'-4' 11'-4' 60 10'-2' 10'-11 NOTE 05,SHEET S. RATING: 6s t0•-10' 10'-10' 11-1" 11•-I1' 65 10'-10'. 10'-10` 65 9'-5' 10•-1' DETERMINE 70 10'-$• 10'-8' 10'-9" 11'-5' 70 10'-e' 10'-6" 70 8'-9' 9-4' Lt+-MAX_SPAN FOR WALL MOUNTING INSTALLATIONS. _ L2+-MAX.SPAN FOR FTOOR/CEUNG MOUNTING 75 10•-1' 10'-7' 10'-4' 11'-1' 75 10'-1' 10'-1• 75 - B'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN t+•OR WSTALLATIONS. 80 9'-10' 9•-10' 10'-0' 10'-9• 80 9'-10' 9'-10' 'L AND MAXIMUM A.S.D.ORTNG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9•-6' 9'-6` 91-9' 1 10•-5' 85 9'-6' 91-6' INSTAIIATON S INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: RATING- 90 ATING 90 9'-3' 9'-3• 9'-5" 10'-1' 90 9'-3' 9'-3' � DETERMINE 95 9'-2• 9'-10• 95 9'-0' 8•-9' 1- CONNECTIONS TO KEYSTONE MOUNTING UI MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. ' 9'-0' 8'-9' 100 8'-9' 8'-4' 9,-0- 9LIMITED TO +64,-72'-7' 100 8'-9' 8'-4' � p.s.f.AND 8'-0'SPAN, SEE L2-=MAIL SPM!FOR F7DOR/Cf7UNG MOUNTING 105 8'-7' 7'-11' e'-9' 9'-4' —105 8'-7" 7'-11• MOUNTING MOON SHEET 7. INSTALLATIONS. 110 8'-4" 7'-7" 8'-7' 9'-2' 110 8•-4' 7'-7' FlNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7'-3' 8'-4" B'-11` 115 W-2' 7•-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+','L2+",'Lt-'AND 1.2-' 120 8'-D' W-11' 8'-2" 81-8' 120 W-6' 6'-11' (4) TO ANCHOR SCHEDULE WITH FINALMAXIMUM 125 7'-70' 6'-8' 8'-0" 8'-5' 125 7'-10' 8'-8' ALLOWABLE SPAN AND NEGATIVEA.S.D.S.O. DESIGN 130 r-8' 6'-5' 7'-10• 8'-1' 130 7'-9• 6'S' PRESSURE RATING TO DEIETAIINE MAXIMUM ANCHOR 135 7*-7- 6'-Y 7'-9• 7-9' 135 7'-7' 6'-2' WIND ZONE MINIMUM I SPACING. 140 7•-5• 5'-11' ra' 7'-6' 140 75' 51-11' ASTM E-1996 SEPARATION 145 7-3' 5'-9' 7'-5' 7'-3' 145 7'-3' 5'-9' TO GLASS 150 7-2" 5'-r 7-4' 7'-0' 150 7'-2' 5'-r 155 T--0' S'-5• r-2" 6'-e 155 T-0' 5•-5• 1 THRU 3 1. 160 W-11' W-2' r-7' 6'-r 160 W-11' 6•-2' 165 6'-10• 5'-1' 7'-0' 6'--4' 165 W-,o' 5•-7' 170 6'-9' 4•-11" W-11' 8•-2' 170 6'-9" 4'-11- 175 6'-7• 4'-9' 6'-9' 6•-1', 175 6'-7• 4'-9 H V B LA D E 180 6'-6' 4'-8• 6'-8• S'-10' 180 8'-6' 185 6•-5' 4'-6' e'-7' 5•-8' 185 fi'-5' 4'-8' 190 6'-4' 4•-5' 6'-0' 5'-6" 190 6'-4' 4'-S• 195 W-3• V-3• 6'-5.• 5'-5" 195 e'-3' 4•-3' 200 6'-2' 4'-2• 6'-4' 5'-3" 200 6'-2' 4'-2• 205 W-1' 4•-t• 8'�T' 5'-i' 205 B•-7' 4'-,• FLORIDA BUILDING CODE(Ron High VelociV Hurricane Zane ®2015 EASTERN METAL SUPPLY,INC. B T VTM fT—I-Lr7EC-701ac. A■S■S■A■ Accordion Shutter System KV.BADE#,w/OR w/o Itv 1MI'OOW BLADE • [meq/t�}"t - TICCIT TESTING do ENGINEERING COMPANY �e►ICaf1 Shutter Systems�BIOtIOTIsGRm„aM DUE ow,wN 9r;Lna1M. G, 'R •*- e=NA 3a SL,se.W%1VMM OumNORM ORM 331 OC , Inc.IIIC. t OLD 11-192 13 15 0A1E 4/13/15 PTI,,;(309X7,-1530,F-:(305 71-t5lt 4268 Wastroads Drive 2 mm:lnL.meoPt�on, West Palm Beach, FL 33407 3 DRAWING No .......... WALTA.TILUT FLORIDA P.E 4 15-085 � AlGE/DATE FLORIDA Lx M167 5 SHEET 8 1 OF 20 uQYIMANCHOR* SRWNQ- SCHEDULE FOR A GWEN MAK SHILITPER SM. LIM EOR 10 AND A COR REMI)ING MOUNTINGTvvF FOR CONCRETE-011-CMEM ANCHORS SPACING LC OCK II CONCRM (SEE mawau& 0 NW 8) CONCREFE/CONCFWE BLOCK TAPCON OR TAPCON WITH ADVANCED MIMS WALL I'DW%MGUNMG (A)ML HUWD/%MOWM WALL HEADER MOUNIM SILL HUNMO ALL AUNMG TH TEIIHNOLOGY SM ' W/ W/ IS) DEW MGM PR3W RAW RUNS W ASA MISS MWK FRES le PFISM RUSS(pd,ASD HEIME MORE RMUMM fwd am SAM MAP= U01 ALL POINTS SOLID-SET 3D 140 160176 00 12DII6001 30140 AS 1 751 ONO 11200116-0 2-0 140180173 10111`121)160 173 00 1291166120 3G 40 AS - 90 120 ISO 2D5 30 40 60 75--so-F12-3116GI20 BILLIE UP - 14 t2 late a a I a 1 0 14 12 -10 a I A 8 1 G S 14 12[10 1 a 8 1 a a 8 1 9 a 8 IS 1- 14 12 10 9 8 8 5 AD 0 61 0 8 6 1 5 1 7 1" TAPPER+ W-O" 14 12 10 9 8 8 16 16 14+12 10 8 La 6 le 6 14 t2 1101 a a to a 0 9 S a 1 6 6 14 12 10 9 0 8 6 5 0 8 1 A 8 8 1 8 8 DR LES! 14 12 10 9 a a 1 0 1 5 14 12 10 9 1 8 a 6 a 14 121101 9 8 A 0 8 14112 to a a a I's 3 14 12 10 9 0 0 A 0 0 8 1 8 8 0 7 8 &S I ii to a a a 16 1 a 14 12 10 9 1 0 8 _j__t. 14 12 1101 9 8 8 6 0 14112 10 8 8 4 6 - 14 12 10 9 0 8 6 6 8 a 5 6 a a 81 7. 14 12 10 9 8 0 16 4 14 12 10 9 6 0 14 1212019 a _E_ 6 6 L4_.L2_10 9 0 LL-z�- - W W to a 8 7 5.5 - a a a a 8 1 &514 " 52 to 2 a a is 4 14-W TO- a a 8 14 12 1010 8 8 0 8 14 12 10 9 6 0 YS: T4--12-10--0 0 8 a a a a a 8 a *B- a -14 12 10 9 0 8 144�- 14 12 a T4-TZ-W i a a a a a as 6 I,- w a a a 6 4 14 12 1010 U 8 6 5 14 12 10 9 8 ------ 14 12 1. . A It 1 4 4 12 w a 8 A _L 0 14 12 101 6 8 8 0 0 14 i2 to 9 8 8 14. 12 10 9 0 8 9 8 a 1) a a 0 7 &5 SEE ANCHOR, 14 12 10 0 0 0 14.5 - 4 19 10_ 0 0 8 6 35 14 12 1019 a 8 0 0 14 12 10 9 7-9= 14 12 10 a 7.5 55 - a a 8 0 7.5 5.5 +13 1 14 I T -5--r-r T4-W 10 9 8 7 14 12 IQ.9 18 8 6 0 8 9 8 6 9 - 12 to e a a I" i-4 0 6 35 14 12 to 1 9 5 8 S SPECIFICATIONS 14 L2 10 9 14 12 10 L-5 - 14 12 1019 A 8 0 A 14 12 10 9 8 3 114 12 101 9 10 1 7 - 0 8 0 0 8 A 4 014 SHEET i3 t_jj�_ - '3A -V-F-la-T2-W-9 8 - 14 12 to 1 9 1 0 17.5 S a 8 8 8 7.5"J4 1 N-iz to a a s 4 T4 12 IG 0 8 5 6 14 12 10 9 a a 14 12 10 9 0 U13 14 12, 10 9 18 8 " - 14 12 to- 9 8 8 6 6 U 12.9b 7.5 4 - - - 14 12 9.5 6.5 as a 8 7.5 65 4513.51-1 14 12 10 a 14 12 10 A 1 0 8 4-S 14 12 10 0 8 8 6 G 14 12 10 9 a 14 14 12 10 9 a a a a 0 a a a 17.51 .L-i- 14 12 10 a - 14 IZ I a a 8 65 " 14 12 10 9 4.51- 14 T2- 74 4 0 t 8 8 8 IS�n 4 3 14 12 to 9 - -k -f4-12-E10.4.9 6 45 0 1 8 8 0 8 6 4.5 -- 0+8 T4-T2 W-r a T4 IT 10 a A 4 14 f2 10 0 8 0 16 65 14 12 10 0 5 1- - - .L4 42 10 9 a 4 1- 14 12 10 9 1 0 AS_L 14 12 10 0 13 8 0 - 14 12 0 46 - - - - 14 12 a 16.5 a 3 a as 55 4 3 12 10 9 a 4 1 $4 0--L a 14 12 10 9 8 8 0 14 12 10 9 14 12 10 9 8 7 -8 -6 -8 -6 -0 -8 7-5 6 .L -!4-12 10 -1 12 10 9 -8 4 14 11 10 0 8 7 4 14 12 10 5.5 - - - - 14 12.10 8 U - 8 a 8 is _14 L 4.5 14 12 10 9 7.5 MAI- I±.12 20 _L a 6 14 12 10 8 a 0 14 12 10 6 - - - - 14 12 10 &5 7 - - - 8 a 8 8 7 4 74-12--to 9 5.5 3 1- 14 12 10 9 a 44 14 12 10 9 a a - 14 11 7 - - - - - 14 11 7 5.5 3.5 - - - 8 8 7 55 4.5 35 - 12 la 9 -I Z:--W T2-To-T--C 44 -C- *SEE LIMITATIONS OF USE FGRI T4- 14 12 10 9 8 a 14 2 10 ? 4 14, 12 10 B 5 3 8 8 8 6 8 T5 7 4 14 12 10 55 3 1 14 12 10 9 8 - U iz to 4 a 15 t4 12 AS 3 - - - 14 12 55 7 14 - - - 8 a 1 81 7 5.5 4 3 DIME ON SHEET 19 14 t2 10 9 5 1 14 ig To -r-g- 4 14 12 10 9 8 0 L4_12 L45 - _7 _- 14 11 M 7.5 4.5 - - - a a a 75 a 45 - 12 10 " 4.5 1- 14 12 10 B 7-S - 14 t2 10 9 a - - - 13 " 4 - - - - - 13 9,11 8.5 B - - - - 6 5 16.5 5 4 3 - 14 12 6.5 4 12 10 9 74 14 _12 10 9 6 14 12 10 5� - - - - 14 111 10 9 to 14 - 4-T14-13-9- 6 0 7.5 6 5 14 1- I T4-12 6A 4 - 14 12 to A 7.5 14 11.5 4A - 14 7jj-W 9 5 r--f 17-- 14 i2 W-W 4 74 w w-r f, 1 12 10 9 8 1- 14 12 5 14 12 H aS - - - - 0 8 8 U&S 4 1 1 14 12 94 5 35 14 12 10 9 14 5 15 0 a I- its 11.5&5 as - - - - 8 a 5.5 45 3.5 - 1G'-0' 4 12 As 5 34 14 12 10 14 12 10 9 8 14 12 7 - - - - - 1 12 10 7Z 6 a 7.5 4.5 I - 8 8 7 5Z CA 33 - 12 -1-4 TMF TO 8 -7- 10 14 &S 3 14 12 10 9 8 14 IOS 3 _L AS It --- a a 7.5 44- 0 4.5 3 14 --f* . . . 14 12 10 0 8 14 11 - 1 7.5 - - 14 12 7 - -Z--Zc ft _j:j to 14 12 10 - 7_ 10.5 0 - - - - - - M51 8 a - - - - - 8 .6 3 4 34 - - - -7 -z-=77 14--12--j-o- 14 12 10 - - - - - 14 12 .5 14 12 10 8 a 13 1 6 a 7 3.5 14 f2 4 - - - - - 14 12 10 t . I. Q - - - - - IM as - - - - - - -94 a a a a Is 4 a - 14 V As - - - - - 14 12 101- - - - - 14 12 10 - - - - 35 Wa. - - - - -_ - 14 20 7 1-1- - - 0 0 4.5 - - - 14-12-10 - - " - 14 12 1 - - - - - 14 12 10 - - - - - 9.5 7 - - - - - -- as I 3b 8 7 4.5-35 3 - - - 12*-0"14 t2 as 14 72-10 14 R 10 14 12 4 - - - - - 14 12 10 a a a a I a 6 3 1 14 12 3 74 12 14 12 10 !1.5 AS - - - - - - 15 liz 4 a a 5.5 4 - - 14 12 5 14 12 11 14 112110 117-5 04 - - - - 3.5 9.5 4.5 - - - - - a a a 6 &A + -7 -15- . I - - HY ISI ADC` OR n1 HY BLADE I- - 14 121- - - - - - 14112 1 4.5 0 q's-f--7-=-- --= a - _7 -:- d) 14 12 1- - 14 121- 141121- - - - - - 14 T2- 14 12 - - - - - 8 a a A.-1-Lz-=- - 4 3,5 %ADE IS-0 14 to I- -1 14 121- - - -- - - 14 1L - - - ISL5&a - -zt W/ HV WINDOW- 14 12 J+ 12 1- -Z-_7 IT 12 11.5 0 1.5&S - - - - - - 8 8 &A 44 - - - - - 1 4 a 3 + 3 - - - '4 A 4 AD GN W- , 411 A AS A 12 1 A ;. 14 .2 1. A A 71. '2 '4 It 12 1 ,2 ,2 14 4 ,4 14 t2 4 14 121-1- - - - - - - a WORKING IN UNISON 11 121-1- t2 14 1 12 -- - - - - - 8 6 8 8 7.5 4 - - -z- 8 7.5 5 4 .3 - - - 14-0 E 14 7 - - - - - - 14 121-1- - - - - 10 4 7.5 - io - F--;7 45 a 114 14 121 1 05 14 - - - -- - - 14 - -7.5 - - - - - 7.5 5.5 15 3 - - - - 14 - - - - - - 14 - - - 14 =8 7 U U! 7 - - - - - - - - - - - - 33 3 4 IS - - - - 10 4 14 - - - - - - -8 -is--a I - - - - 7 - - ==-=--j� -7 4 14 T4- -6 14 - - - - - - - a a .5 6 3 14 -- - - - - - 114 1 1:4::L4_7 - - - 14 a - - - - a as 4 35 as - - - - -�-=T- a j4 1141 1 1 1- 8 7 14 14 1 1 1 FLORIDA BULDING CODE(Ron High Velocity Hurricane Zone] -W A, 0 2015 EASTEFA ME7AL SUPKY�INC. --114A-RV-T. .......... -- BER Accordion Shutter System Ti 1767:sw:7\ AwSwSwAw 7L E KV.MAX#1 W OR W/O KV.VA WN IXAE American Shuffer SystemstEv.th UVACRIMON DATE AWN Of. ILL TILLIT TESTING& ENGINEERING COMPANY Association. Inc. I OLD 11-192 UATM 4/13/15 A.A.3�UL FIDRW M161 STATE OF 5W.30l,vacm OW", Phan. (3 1-1530.Fft 4268 Westroads Wive 2.(309)571-1531 DRAWING No 0 Dv- .-.W:UU.Gad- West Palm Beach, FL 33407 3 15-085 .........;k-�140:00 ED-1-719 4 WALTM A.nwT jr.pc 'Ili N LS %#N nmm U0.#44167 5 SHEET P.E. 9w6I01;i1TRE/DATE 6 12 OF 20_ SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE F,0.AtN ON SHEETS 5 TWE!7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Mem owwwrtmEmm MOO! PNem 00110i1i . (A) TO ElOSM1G POURED CONCRETE(NN.t'c..3 k7Q QE WALL SILL MOUNTING ©CEILING MOUNTING I HQ FlAOR MOUNTING -1/4'P TAPOON OR TAPCGN WITH ADVANCED THREu1FORM TECMULOW ANCHORS,AS MNUFACIIIRED BY LT.W.BOnDEX(MIn.r.=3 3.0 ANCHORS SPIOIMA 11:AFA171 -1/4Y x 3/4'AL POINTS Bolla-SEr ANCHORS,AS DISTRIBUTED BY ALL PoNTs SCHEME BOLT!SPECIALTY ODMPANY.(16n,fb=3 k4 CL�1 16599E W�11E PARD DESIMI TBWA£�MM DEM I�.ONE POMM MW -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MAUFAmmm BY FLORIDA FASTENERS DIRECT.INC.(Aim rc-2 ImQ 30 40160 75190112011!2 zOS 30 40160 751901120 760 20.7 30 40 80 75 90 120 780 209 TAPCONTAPPER+ANCHORS AS MANUFACTURED Of POWERS FASiENE7S.INC.AND DISTRIBUTED BY ALL POINTS SCREW.BOLT a SPECIALTY TAP WO7H ADVANCED COMPANY OR ANY OWER APPROVED INCENSED OR AUTHORam VENDOR REasrmiu WITH WE AMER m sHITTER SYSDMS ASSOCIATM.INC. 4 2 0 0 e e 0 14 12 10 9 6 8 14 7 10 9 B B B e THREADFOW TECHNOLOGY (L6n rc=3 Lai 14 C 10 0 8 e 6 B 14 /2 10 9 0 B B 6 14 12 l0 9 8 8 B 8 ALL PCONIS SOLID-SER ) A UR 14 12 10 B 8 B 8 6 14 12 10 B 8 0 8 0 14 1Y f0 9 8 B e S BLUE TAP'W 6' 1 72 f0 B e 6 e 7 14 72 10 B e 8 6 9 14 12 t0 9 e B e e /CAP A7)MINIMUM EMBEDIENr OHIO POURED CONCIjETE OF TAPCON OR TA'CON WITH ADVANCED THRFADFDRM TBCIDIMOGY ANCHORS AND TAPPER+ 14 12 10 B 8 7 56 '16 i4 12 10. 9 8 B B 6 14 12 10 0 8 e 5 6 TAPPER+ ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 14 12 10 9 8 0 6 8 14 12 10 .9 e e 8 6 14 72 10 9 e 8 8 5s 14 72 10 0 8 8 6 4 14 12 10 9 e 8 6 45 14 12 10 B e e 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"0110 THE POURED CONCRETE NO-EMBEDMENT 1{ 72 10 8 e B B 45 t4 12 f0 B e e 8 s$ ti 12 10 9 8 8 e 4S INTO STUCCO SHALL HE PE7AOnm.1/4Y-20 SS MACHINE SCREW USED SHALL BE 1 1/27 LANG MIMIJUM SHOULD SRICCO DUST,AND 14 12 10 8 73 95 S3 - 14 12 1. B It 0 8 6 14 12 10 B 6, 7 83 4 ♦BEE Am7H6 aE 119E FO6 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 8 B 8 8 8 14 12 10 9 B 6 6 SS 14 12 10 9 6 6 6 43 BVDE�ON 91a=f 19 5'-0" 14 12 10 8 B 7 4 - 14 12 10 0 6 . B SS 14 72 10 B 05 s 35 J A3)IN CASE THAT PRECAST smmE;PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE OUSTING WALL.OR FLOOR 14 12 10 9 0 75 4s - E4 12 10 9 8 B 6 4b 1 12 10 B B e &S ANCHORS SHALL BE LONG ENOUGH TO REACH THE INN SRRUCIURE BEHIND SAID WALL FINISHES.ANCDRN:E SHALL BE AS INDICATED ON 14 12 e3 7.518.5 4s - - 14 12 10 B B 75 S5 4 14.12 70 0 B B 45 35NOTES Al)!AL2)ABOVE FOR MM LA71OKS ON'WM SIDING OR EWS WITH OR WRHOUF META.SOLIDS CONSULT Ttls ENGREIIt FOR 6'-0" 14 12 10 B B B e - 14 12 10 0 8 e 6 5 14 12 10 0 8 5.8-5 35 1NSTALLARON INTO EIFS WITH METAL SUDS SFE SHEET 20. 14 12 10 9 17.5 15,6 1 J " 12 10 US 7 SS 4 3 14 112 111 1&5 9. 4 J - 14 12 10 B 1 B 1 e 1- - 14 12 10 0 8 65 8 3.74 14 12 10 B5 8 6 4 - (B) TO DUSTING CONCRETE BLOCK-(ASTM C-90) 14 12 B 65 55 7 - - 14 12 10 0 8 ITS 4s 35 14 12 10 8 7 5 35 3 -1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W_BURDEN. 7'-0" 14 12 l0 9 6 B - - 14 12 10 9 8 7 3 4 14 12 '10 B 75 5.e 4 3 -1/4"0 x-3/4"ALL POINTS SOUR-SET ANCHORS.AS CSFRmurED Bf AL PaNIs SCREW.BOLT!SPECNLN COMPANY. 14 12 t0 B 85 4 - - 14 12 0 7S 6 4S 33 - 14 0.5 7 55 43 38 - -i/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT,INC. 14 12 10 B5 7 4 - - 14 12 10 9 7s SS 4 - 14 12 1 9 1 7 73 48 - - -1/4Y TAPPER+ANCHORS As MANUFACTURED BY POWERS FASTENERS,INC,AND DSRUBUHD BY ALL POINTS$CREW,BOLT a SPECIALTY 14 11 7 55 45 - - 14 12 10 9 73 55 4 - 14 12 9 7 6 45 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AU1HOWM VENDOR REGISTERED WITH THE AMERICAN SHURER SYSTEMS ASSOCADON,INC. 8'-0" U 12 10 B 8 8S - - 14 12 10 9 8 6 4 - 14 12 10 8 6b 6 38 - . 14 12 K6 7 65 3 - - 14 12 0 16.51M 4 3 - 25 93 0 5 4 3 - - &1)MINIMUM EMBEDMENr OHO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS S 1 1/4"AND TAPCON 14 12 B5 73 B - - 14 12 95 B 5 - - 14 12 8 B es 4 - - WITH ADVANCED THREADFORM 7ECHNOLDfY ANGIOS 15 1". 13 95 e5 5 33 - - 14 12 10 8 eD 6 - - 14 12 8 es 9 4 14 12 10 O 8 - - - 11 12 10 9 7s 45 - - 14 12 afi 7 B5 4 9•-0" is 15 7s 81- -L - 14 11 7 53 6 35 - - 11 D 8.5 43 33 - - - B2)MINIMUM EMBEDMENT OF I/4Y x 3/4"ALL POINTS$IUD-SET ANCHORS SHALL[ffi E7N11101Y EUBEDDED KID THE CONCRETE BLACK NO EMBEDMENT INTO STUCCO SHAH BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD SUCK- 14 tz a 85 - 14 12 B5 7 55 4 - - 14 foe 7 538 .5 - - DOST,AND 1'MINIMUM FOR WALLS WITH NO SUCCO- i5 8.6 W 4 - 1412B 7 8 4.514 11 7 6.6 45 35N12 f0 9 - 14 12 10 11'89 3 - - 14 12 6 B 9 4 - - B.3)IN CASE THAT PRECAST SINNF PRECAST CONCRETE PANELS,PAVERS OR ANI'VENEER BE FOUND ON THE MOSTINO WALL OR FLOM 105 7 g - 1J 95 9b 5 4 3 - - t0 75 5 4 3 - - - ANCHORS SHALL(E LONG ENOUGH TO REACH THE WN STRUCTURE BEHIND SAID WAL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 11 7s 55 - 14 115 9. 6 5 4 - - 25 95 B 5 4 4 - - NOTES&1)!B2)ABOVE FOR INSTALLATIONS ON VINYL SOING OR ETFS ATOM OR WITHOUT LETA.STUDS CONSULT DUs ENGINEER. 0.5 B 5 - - 14 12 6 65 55 4 - - 13 f0 55 5 4 3 - FDR INSTAWUON INTO ELFS WITH METAL SUDS SEE SHEET 20lt'-0"14 12 10 - - 14 12 9 7 8 4.5 - - 14 05 7 65 45 3.52s 95 8 - - 12 9 B 4.5 4 3 - - 9 7 45 3.5 J - (C) ANCHORS SIUAL BE INSTALLED FOLLWWNG ALL OF THE RECOMMENDATIONS/ND WEOFlCATIONS OF THE ANCHOR'S MANUFACTURER. 4 10 1 - - 14057eb4s - - - i585 55 4.s 75 - _ (D) SEE SCHEDULE BELOW FDR EDGE DIAAlCE ED.L5 7 4s - - 14 is 75 0 3 - - 12 9 64s 4 - ( )VERSUS SPACING RELARONSHM FOR ANCHORS14 12 10 - - 14 12 B 6.5 " - - - 13 10 55 5 4 - - - EDGE OLSTANCE VERSUS SPACING SCH D E FOR AN HORS• 1s es 4.6 _ _ _ _ _ 11 B 55 4 38 _ _ _ 8 8 4 3 - - - MAUIMIRM ANCHOR SPACINGS ARE VALID FOR EDGE DLSfANCE3 DMATED SLOW.FOR E D.LESS um THE INDICATED.REDUCE ANCHOR SPACING 35 05 B - - - 13 95 05 3 4 - - - OS 8 5 4 - - - - BY MULiIPLYWG SPACING SHOWN ON SCHEDULE 81 THE FOLLOWING FACTORS. is - - 14 IDS 7 53 4 -Ilf ELS eb 4.5 35 - REDUCED SPACING 08TANED USING FACTOR SHALL NOT BE LESS THAN UWMUM SPACING NDIGMED FOR EACH ANCHOR TYPE 13•-0.14 12 _ _ _ _ _ _ 14 115 75 9 s _ 12 8 6 45 4 _ _ _ FACTOR OS B - - - - - - t0 75 5 4 3 - - - 75 65 4 3 - - - - RELM 25 85 - - - - - - 12 9 e 45 4 - - - 95 7 S 4 - - - - APCON TTAIPCDFDR1(TF CED ALL POINT SMM SET BLUE TAP W/CAP TAPPER+ 13 91515.5 5 - - - - OS 73 5 4 - - - D O MIN.SPACING 14•-0. 14 12 - - - - - - 14 Eos 7 6S - - - /1 BS !i5 4s - - - - SPACING-3' MRN.SPACING-J" N.SPACING-3 1/2" ►8N.SPACING�3' 3 3/4' 4"10 73 - - - - - 9 7 4s 38 - - - - 7 5 J5 3 - - - - V BLADEW/ CONCRETE! lym CONDERE OaNVWE H0O1 POURED CONCRETE a POURED CONCRETE!Pa4Dn GONrImE oRGt<TE ts9DLB es 4s - - - - _ N FD,CONCRETE 3' 1@L OCIO Fn=3 1/Y LWT.M-2 1/Y MCONCRETE BLOCK CONCRETE-BLOCK MRM HV Fa=3//Y EA.2 1/Y- - t2 e e - - - - - 95 7 43 - - - - BLADE WORKING 1.0 060 IA IL78 1.0 ob4 .0 [17 T4 _ _ _ _ _ _ _ 3b 70 53 - _ _ _ _ 05 6 5 - _ _ _es 6.5 4 - - - - - Its 6 3 - - - - - - 0.B1 1.D - - 0.67 1.0 - - - D5 e a- - - aD s 4 - IN UNISON♦ 071 091 _ _ _ _ _ _ _ f5 6b _ _ _ 9 es _ _ _ _ _ - 0.91 - - - 0.43 25 B5 10 7.1 - - - 8 6 8 4s 3 i 1 2' 0'.390.35 - - - - - - - 9b J - - - 8 B 4 FLORIDA BUILDING CODE Non High Velocity Hurricane Zane :\7`A N.TILT/AYAA,, ®2015 EASTERN META.SUPPLY.INC. : �R.........T✓q%,' BERT A TM �ENSF ` -�- ASSA■ Accordion Shutter System E C O ENc. ■ ■ ■ HV(LADE#1 W/OR W/O KY.WNDOW BADE TICCIT TESTING at ENGINEERING COMPANY American Shutter Systems EV.H, ON DATE DRAWN BY-- NL. 6155 RW.36th.St.Sta 30.VMM MINIS.FWWA 331 Assoclation, Inc. + OLD 11-I92 4 13/15 DAME 4/13/15 Ph..:(305)871-1530.Fax:(367)871-1531 4268 W89trouds DriVO 2 ` o- U:tnlat,O.0- West Palm Beach, FL 33407 s DRAWING No SS/OM11A� �``�0 NATE®a nwrJ1Jr.P.E . 15-085 P.Err99 !yV ATURE/DATE nDwDA u 44167 a SH13 OF 20 as SIGN PRIMSURE RATl RRESPONnINb MAXIMUM ANCHOR SCHEDULE FOR A WfAL GM MAX. SHUTTER SIRM, NEGATIVE"AS 1141iff PRESSURE RATING AND A COMMM WINnNG TYPE (SEE MOUNMGS ON SHEETS 16&17). :EE; LJ B �;T F=;;t AT F=- SOUTHERN SOUTHERN PINE No. 2 W/MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FlR'SOUTH NE 7/2'MIN.COX a W MRN.G=0.�N5M SPRUCE PINE SRC PI DOUGLAS FIR W/MIN. G=0.50 W/MIN. G=0.43 W/MIN. G=0.36 PLYWOOD _6R W/ FIR NORTH FIR SOUTH y, UM 1.11 W/MIN. G-0.43 W MIN. G=0.36 slwx(� WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0&R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M� l N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNBNGS B.O.WALL MOUNRNGS B.O.WALL MDUNTINGS W& X W&X W&X P &Q S&V S&V S&V t®KwRwzZ=w tsto3natxaaeuc(fq I�111FaFffiffmLa(FQ mamaTtll�¢BG�ry t®91wx11®R[aAs(dj M9G s�1ER0w(� mmlmmEf 6ts(pl ®II13fAFgtSSFFW6(pQ Rmtwc6amx (� ®eDctttmrFeFsy� 30 40160 75 90 05 30 40 160175 90 OS 30 40 60175 90 05 30 40 60 90 OS 30 417 60 75 90 OS b 40 60 75 Iso 05 30 40 60 75 90 105130 140 1 W175 90 105 30 140 1 TO In 90 1105 30 140 1601n 90 &5 '-0'OR 2 70 10 9 8 8 6 0 6 6 6 6 12 10 10 9 8 8 6 6 6 6 H fi 12 10 10 9 8 8 6 8 H 6 6 6 8 5 4 4 4 3 12 12112 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 4'-0' 12-10 10 9 6 B 6 6 6 6 8 6 12 10 10 9 8 8 8 6 6 6 B 6 12 10 10 9' 8 8 6 6 6 6 fi _LI6 5 4 4 4 3 12 12112 12 12 12 12 12 12 12 12 12 12 12 112112 12 12 '..0• 12 10 f0 9 6 B 8 8 8 8 8 5.5 12 10 f0 9 8 6 6 8 8 6 6 5 12 10 10 9 8 7 6 6 6 6 8 5 8 5 4 4 4 3 12 12 12 12 t2 12 12 12 12 12 12 12 12 12 72 72 12 OS 6'-0' 12 10 10 9 86.516 8 8 8 5.514.5112 10 10 9 0 5 8 B 8 S 514-5112 10 10 9 8 3.5 8 H 8 8 5 4.5 8 5 4 4 3.5 - 12 12 12 12 12 12 12112 12 12 12 12 12 12 12 12 f0 fL5 7'-0' 12 10 10 9 6.5 4 6 8 8 .5 4.514 12 10 10 9 5 3 5 6 6 5 4 12 70 10 7 .5 - 6 6 6 5 4 5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 l2 0 12 12 12 0.5&5 75 8'-0' 12 10 10 75 4.5 3 6 6 8 5 4 3.5 11-21T-0 10 8 35 - 6 8 5 5 3S 3 12 10 10 4 - - B 8 5 .5 3.5 3 8 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 95 12 12 1S 9 7.5 6S e'-O' 12 10 10 5 3.5 - 6 6 &5 .5 3.513 12110 9 4 - - 8 6 4S 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 H 5 3.5- - - 12 12 12 12 12 0. 12 12 12 1 S.5 8S 12 12 10 8 6.5 9.5 10'-W 12 10 7-5.4 - - 6 8 5 4 J3 - 17 - - - 6 6 4 S 3 - 12 70 3 - - 8 6 4 3 - 8 5 - 12 12 72 12 1.5 95 72 12 12 0. &9 7.5 12 12 9 7 6 5 11-0' 12 10 5.5- - - 0 6 4.5- - 0 S 35- - - 12 10 - - 8 .5 4 - - 6 5 - 72 12 12 12 70 8.5 12 12 12 9.5 8 7 12 12 8 .5 SS 4S12'-0' 72 10 4S- - - 6 6 4 - - - 6 5 3S- - - 12 10 - - 6 5 3.5- - 8 5 - 12 12 12 1. 9.5 8 12 12 11 8.5 7 6 12 1 7.5 6 5 4 13'-0' 12 10 - - - - 8 6 - - - 6 4,5 - - - 12 5 - - - - 6 4.5 - - 8 4.5 - - - 12 12 12 0 8,97S 12 12 10 8 6.5 55 12 0.5 7 L.5 4 1V_O' 12 10 - - - - 8 5.5 - - - 5 4.5 - 12 7 .5 4.5 - - - - 6 3 - 12 12 12 9.5 8 fi 72 12 95 S 6 4S 72 9.5 8.S 9 4 3 15' ' 12 - - - - - 6 - - - - 5 - - - - - 12 - - - - - 5 - - 6 - - - 12 12 17 9 S 5 12 72 &5 7 616'-w 12 - - - - - 6 - - - - 5 - - - - - 11.5_ _ _ U-_11113 - - - -112 112 O 8S 65 I.IJ12 112 18 16.515 17 1.18.5 15.$14413.5- 1 HV BLADE OR n HV BLADE W/ 1 HV WINDOW BLADE WORKING IN UNISON* .CTE AI(OW6 OF USE soR BUDf�ON 91FET t8 I +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. i i 1.ANCHOR:70 WALL.FLOOR OR SOUR WWO SOFFIT SHALL BE A9 FOl1AW& 3.SUBSTMiE SHALL CONSIST OF 7HE FOLLOMNG: -SOUTHERN PINE No.2 W/".5S IN.DS) -1/4Y TAPCOH ANCHORS,AS WKWACRR06O ar LT.W.BUXM W/UNWAII E BMWE T AS 1NDMAIED AT -DOUGLAS FIR W/0=0.50(NOS.) i E101 SWT10N ON SHEETS t6&17. -SPRUCE ANE FIR NORM W/G-IL43(HAS) D(CFPROM SEE NOTE 2 BELOW. -SPROCE PINE FIR SOM W/G-036(HOS.) I -WL 1/2'COX PLYWOOD(1986 APA) Z ANCNIXS 70 tALLCW CDUNG DULL BE AS PER llOUMING TYPE U.SIIFET 17 AND SHALL CON9Sf of LAS SCREWS AS PER!IDS 1012 SPECMIDAIIONS. 4.ANCHORS SW1L BE INSMED FOLLOWING ALL OF THE RECOHMO M ONS AND 910MI'ARONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ®2015 EASTERN MESAL SUPPLY.INC. BERTHA HVTM � „11111 . Accordion Shutter System A S S A■ KV. MADE#r w/OR w/o Ftv WIMON MADE �5�:• �• '% TILLR TESTING& ENGINEERING COMPANY American Shutter Systems 0EM== DATE DRAWN W. ALL t, Ab167 S ass B.w.a m.SL.5.,.307.VMNA rARM%RAM 371 ASlOCIOfIOn, Inc. + OLD 11-192 4/13 15 MTD 4 13/16 �"'-'tIB• •;'*C Ph-:(305)871-1530.F--.(E65)a71-191 4268 WeatrOOdB Drive 2 * = -9:9:611-040 om West Palm Beach, FL 33407 3 DRAWING No WALTER a TILLIT1J,P.F. 5-085 -�.,�,T L FLORIDA Do.+44167 a e SH 5 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & ((A1 HV.+ BLADES AS APPLICABLE `•' WALL SHUTTKR SP + OR L—_ FU INSTALLATIONS 0 BLADE t SHALL �`11 T KON OR LIMITED105.0 DESIGN PRESSURE S S EET FOR SP BE & POON WITH ADVANCED DESIGN FOR INSTALLATIQN WITH QLAUE Q)A A WORKING IN UNISON \_ THREADFORM TECHNOLOGY ,,. 1/4.0 TAPCON OR i1' W/1 7 2•NTn.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF TN ED AREA T W/1 1/27 Min.PENETRATION OF THREADED AREA TO DOSTING K= EXISTING WOOD HEADER. WOOD HEADER(SEE sceml2E ON SHEEP 15) 1 MN' 1 f I--(DOR N (SEE SCHEDULE SHEET 15) I ro aAss(SEE .N, /, 1/4't-2l)-S/4'S.S.MACHINE Sama.g pN 94ET OR�o 5;- 0.18 SCREWS W/1/4'-20 NUTS 1—n IaR TlAOEm r e 12'O.C. 1 ON SHEET 10 FOR s 1•Min. E1aSRNG 1 HADES(D �• i� rE GIASS--1 irk M 1 I I �.� waL� LTNI91 I 1'�I.a �•1; I g i.'�OPfIDNAL °.\zi: 1ILL..JJ�� J:•4- .moi!: I(1 �: ( F]OSr1NG MIN. ' FINISH MMtI OR ( Z'x4'WOOD ®� 1 FJCISTING MOL HEADER REQUIRED 1 DR 2'x4'WOOS 1/4-0 TAPCON OR TAPCON WITH ADVANCED EXISTING 1 Lg1 gpARp ( 1 HFAOTR REQUIRED I ' THREADFORM TECHNOLOGY W/1 1/2- G ro c1A55(5FE I 1 ~': Min. PENETRATION OF TURFADED AREA TO I_Sa@DM.E ON SEEEr - MHN.SEPARATION TO GLASS E7OSTING Wool)WADER. 1 11 FOR IEADE mAED ET05RNGS7:EE SCHEDULE ON SHEET 11) " (SEE SCHEDULE ON SHEET 15) 1 9SHEET FOR CLAS `:t; loOs Qin s-1 2•x4'CONT.SILL PLATE REO'D. &HV WALL ION ON HV WALL WADER INSTALLATION OO HV WALL SI NST HEeDER INSTALL.eT1 I I EXIS1 MIN.SEPARATION 70 GLASS 1 T � NTN.SEPARATION TO GLASS ) IIT— CI T 1 EXISTING (SEE SCHEDULE ON SHEET 11) 1 EXI TING -F-- SLINC (' SCHEDULE N$NEEP 27.4' NW.SEPARATION 7l)G1A55 ,, WOOD PLATE (SEE SCHEDULE ON SHEEP 11) I OlASS-^ -,'.,... REQ'0_ I x 1 .�. 1 1/40-2m:3/4'SS - a 1/4b-2ox3/4'S.S. a ( USINGMACH1E 41 I20 MACHINE SCREWS W/ I I 1 USING D.C. 0 NUTS I 1 •i,.c,•. WAu. \ 1/4'-20 NUTS B 12' 1 e 12'O.C. G.C. _ _ 1 OR �4•( 1 OR 1 µl' 2'x4'COM. OD WOPLATE ( I .' � ;: I,a. iv 1'Min. w DR� 1/4-0 TAPCON OR TAPCON WITH ADVANCED �r. 2•x4'COM. N.�PENEETRRATIONCHAOLOGY OF THREADED ARM TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED .. SILL PLATE - DRSTINC WORD HEADER. THREADFORM TECHNOLOGY W/1/2' 1/40 TAPCON OR j9Q7E: REO'0. (SEE SCHEDULE N SHEET 16) Win.PENETRATION OF THREADED AREA INTO PLYWOOD \\ TAPCON WITH ADVANCED 1-SEP SHEET 4 FOR TYPICAL WALL FINISH (SEE SCHEDULE N SHEET 15) ERIS TING MIN.2'X4• 1/2 MIN.COXA THREADFORM TECHNOLOGY SHU,I ASSEMBLY. STUDS O 18'D.C. PLYWOOD REQTJ. W/1/2'Nin.PENETRATION OF 2-MOUNTING SECTIONS CAN BE i/2•EBR.cox PLYWOOD I3E0'0. REQ•D.PLYWOOD To BE WALL FlNI (SE7HIRE AREA WPC PLYWOOD SUIT ANYINSTALLATION- IT�WAY_ro b HV WALL SILL INSTALL TA ION NG MIN.2'x4'STUDS tl 16'0.C' MAX READ. ATTACHED TO WITH OJ (SEE SCHEDULE ON SHEET 15) PLYWOOD ro RE ATTACHED TO STUDS W aocoROANce ACCORDANCE YRTFi WITH SECTTON 2308 OF THE F.B.C. SECTION 23M OF THE Q HV WALL SILL INSALLATION F..C.©HV WALL ♦SEE UN DOTS pF OF FLORIDA BUILDING CODE(Non Ni h Velocity Hurricane Zone \\IIIIIIIIIIIIII//I/ ®2015 EASTERN METAL.SUPPLY,,INC. �a.�\`��A BERH TM .0%" A■S■S.A. KV.Accordion Shutter System �f . 1 w CMRw KV.WINDOW BLADE 71LLIT TESTING do ENGINEERING COMPANY American Shutter Systems 'email,now DATE D GM N.W.36M.St.Sb.Sas.w16NM GARDENS.FLORA 331 Association, Inc. , OLD 11-192 4 13/15 OAIE: 4/13/15 • = Phone c(-3)071-1530.Fm::(303)871-1531 4268 Westroods Drive 2 �, •Ut- •14 c- M elt..GOd— West Palm Beach, FL 33407 3 DRAWING No �D,o-- "'ZORl9, 4<.O ®DDDG7IB 15-085 WALTFA A 71LID'Jr.P.E 4 tF FLORIDA U.Q 44187 0 SHEET B. 16 OF 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & t(1 HV*- BLADES (AS APPLICABLE) MAX_. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HIL 8 E(J)ONLY S TED 0 105.0 s S G PRESSURE RATING.--SEE SHEET FOR WAIL FINISHSHAM & DESIGN LOAD FOR INSTALLATION WITH BLADE & )WORKING IN UNISON "1 4", '0 TAPCON OR 2"MIN, N WITH ADVANCED a'LB'(69n.)EXISTING EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY WDDO BEAM REQUIRED. I W/1 1/2'MIn. EQUACY PENETRATION 1/4'0-20x5/4'S.S. 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(SEE - &MINIMUM SEPARATION TO CLAS SCHEDULF.PER ASN E-1998: D H PLANFOR REQUIREMENTS) P T0A lJl WIND ZONE TRFIIMUM SEPARATION TO GA55 NUMIEA WI 1-RW 3 1' ELEVATIONUK SMAS Ta CAM EXISTINGGLA55 SCHEDULE ON WELT 11 FOR EIADE(D MG a 625• —_� AND ON TSHEET FOR BLADES; --- --------------- s irP 1 \ ALTERNATE ORPOSING CE(�=MAIM IM JS)w/(�1(}7�RtoR ONLY► � \ 4 N4i D 1N1 dOR o—(Q9 SEE 1!011 4 AMM 6 t ® P. w/2 �C1J�CE7RERAfATEs W/O ( NOTE 4 AUTDYE) TYPICAL M W BLADE WORDING IN UNISON WITH HV WINDOW BLADE (f Al SHUTTER_* N.T.S. FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone A ,AA'' ®2011(PASTERN A(ETAL SUPPLY,INC. BERTHA HVTM IL EC O ■�. Accordion Shutter System - H.V.MADE#1 W/OR W/O HV.WINDOW BADE TILLIT TESTING &ENGINEERING COMPANY AR'of1Co11 Shutter Sysco 19 1ESfR PI10N DATE DRAM,BY' Mt -' STATE ne C r N.W.Ism.91.,sn.30,VRGM CARD .1110m 331Association. Inc. 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