Loading...
HomeMy WebLinkAboutProduct Approval IffUTTEA SC". DU4 -fro UNIT SHUTTER PRESSURES OPENING SIZE SHUTTE SHUTTER SHUTTER STORM ARS Ai+tCH!}R PANELS # TYPE W X H WI . H HEIGHT SPAN # REQ SPACING BOLTED t A —3?, �'/D �' G 2 �. el t ail c sa tl 60 j o 60 ? 6S' j t, . 61 x e 8 ' 7 t/ If 7! Z/' 7 - 27 Kj Ct z7 �o it i 4,6 s-f R, 37 ss' 22 K -37 33 y3 3 23 ? ►• ALL WIND LOADS-DESIGNED IN ACCORDANCE WITH ASCE .7-10 PER SECTION 1609 OF THE 2094 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2"/12" OR>= 10 DEGREES PROJECT NAME: E NOA or FL# S 2 -AF ADDRESS 3 o gs-,^e ift4c 7-w—T NOA or FL# CITYISTATE NOA or FL# CLADDING TYPE: 4.- ," �� NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED Yult) 160 ROLL DOWNS, WINDOWS,MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS ENCLOSED BUILDING GCpi=±0.18 <=10SF IOSF><_20SF 20SF><=SOSF POSITIVE PRESSURE (ZONE 4+5) 41.0 39.2 ` , .� 36.7 NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 -47.9 -45.2 NEGATIVE PRESSURE (END ZONE 5) -61: 57.5 -52.0 3. 3 PARTIALLY ENCLOSED BUILDING GCPI=±0.55 «1OSF 1OSF><=20SF 20SF><=505F POSITIVE PRESSURE ( ZONE 4+5) 53.952.0 49.6 NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -62.3 -59.6 NEGATIVE PRESSURE (END ZONES) -76.1 ,t -72.0 -66.5 LIGHT GREYAREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 ,7120/2015 Florida Building Code Online M �'A RIf 3, U BCIS Home € Log in f User Registration Hot Topic Submit Surcharge ; Stats&Facts Publications ; FBC Staff + BCIS Site Map I Links Search Business oA: ProductApproval Public Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail �f FL# FL389-R8 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 ' 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 FL389 R8 COI HV ACCORDION CI NONHVHZ odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 . 1994 Equivalence of Product Standards Certified By Sections from the Code http:/Avww.floridabLdldirig.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/2 7/20/2015 Florida Build ng Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model, Number or Name _ Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks --_ - 3- (Non-HVHZ) - Drwg 15-086 (top and bottom) for storm protection_ Limits of UseInstallation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG 15-086 Ddf Approved for use outside HVHZ:Yes ( Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRW .15-086 Ddf positive ASD load and 13'-0"for 35 psf negative ASD load the ! Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for i installations into Metal Stud walls is 79"for max. ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See es. ss SD pr and pans sheet 5 for other saAeur r-- _._.-...__... _ _..._...._.._..- _-_--_..__..-...-_._......_......__._-_.............. - .._..__----._...:............ _----.._.-..._.._.__ 389.2 ^- Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 15085 (top and bottom) for storm protection I Limits of Use Installation Instructions ^� Approved for use in HVHZ: No FL389 R8 II A.S.S.A•INC. DRWG.15-085 odf III Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc, Impact Resistant:Yes Created by Independent Third Party: Yes ! Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389•118 AE A.S.S.A. INC..P.E.R. DRW 15-085 HV Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, W-0"for+64, 1-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for 110 ( i +75, -75 p.s.f. for metals stud mountings and W-0"for } p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 { and 20 respectively of installation drawings for other spans Viand pressures. 1389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks ! f COMBO- (Non-HVHZ)- Drwg 15-084 (top and bottom)for storm protection i Limits of Use - Installation Instructions Approved for use in HVHZ: No ( FL389 R8 II A.S.S.A. INC. DRWG 15-084 Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes i i Design Pressure: N/A i Evaluation Reports j Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC P.E.R. DRWG 15-084 pdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created'by Independent Third Party: Yes i 12. 25 and 28 respectively l._... .....------..._.._.._............._-..._.—._._.......__.-........_._._..-_-_............_.........._._..--.—___._......._.........__...------................... _...- ----_ - Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone: 85Q-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 a-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455;F.S.must provide the Department with an email address if they have one.The 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: se:curitv+i!'t tett: t tpl/www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 212 L GENgRAL NOTES: I.BERTHA H.V.ACCOFOION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVAUIITION DOd1MENi(P.E.D.)FLYS BffN VERIFIED FOR COMPLIANCE IN AF.f70ROAL10E WITH NINE 2014'(SU EDTIION),OF THE FLORIDA BINDING CODE MINIS ACOORDWN SNNIfT1FA SYSTEM MAY BE INSULLHD AT FiGH VElDCUTY HUfiPoC/ItJE ZONES. DESIGN.WIN)LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE.FOR A BASIC MND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSIA LED WITH A DIRECTIONALITY FAC10R Kd-D&3•ISTD ASCE 7-10 FOR INSTALLATIONS UNDER 2014(SEA ED0101Q FDC AND SHALL NOT EXCEED THE MAXIMUM(ASLO.) DES"PRESSE RATINGS INDICATED ON SHEETS 12 THIN 17.25,26.28&2BA IN ORDER TO YERiFY THE ABOVE CONDITION,UUwATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHWA BE FIRST REDUCED TO A.S.D.DESIGN WHO ICA OS AREA 1: FIV BLADES(ft A BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMARE THESE W/UM(ASD)DESIGN PTFE RATINGS INDICATED ON SHEETS 12 HILI 17.23.20.28&28A GENERAL NOTES SHEET 1 IN ORDER TO VMT THAT M04M ON THIS P.E.D.,AS TESfm..WFRE NOT OVERSTRESSED.A 33 Z INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NDE USED W THEIR ANALYSIS.BERTHA SYSTEM COMMENTS 1-20 SHEET 2 TLV ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIRD AND-URGE MISSILE IMPACT LOAD WAS BEEN VERIFIED IN ACCORDANCE WAIN SECTION 1828 OF THE ABOW MENTIONED CODE AS PER ATE. SYSTEM COLPONBNIS 21-37 SHEET 3 -LN BLADE i 0214.01-0.7•/0715.01-0.7. 1001.01-D5./1214.01-05, TYPICAL SHARER ASSEMBLY 38-43 SHEET 4 / / 1o3n.o2-os.16HKI9.oL-to AND/02to.0t-tt AS PER rws 201.TAS 202 AND TAS zo3 PRo[acots -HV WINDOW BLADE ®/6505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. AREA 2: IN BLAnF(D AND IN WIN t)OW BLAF (/lR -HN BLADEO2/0472-61-05 AS PER TAS 201.TAS 202 AND TAS 203 PROOCOLS. ,INHERE APPLICABLEI . ��_ TYPICAL SHUTTER ELEVATION&NOIM ON LOCKS ' SHEET 5 2.W BADE QMND W BLME@ARE EIMMMm w TO WORK UNISON WBH EACH OWN ER AREAS YMEAE THE DESIGN PREsSVRES TRANSBTON FROM END ZONE 5 TO OFUMOR ZONE 4.HIGH INSTALLATION DEFARS A-E.CONCRAW/BLOCK SHEET 6 WIND ZONE WST BE CLEARLY IDENTIFIED in ACCORDANCE WITH CHAPTER 30.OF ASCE 7-10 STNDMND.NTYPES SCHEDULES MOUNTING CONDITIONS AND FASTENER TYSCHEDULES MUST BE APPLIED 10 THE INSTALLATION DUALS F-L.CONORETE/BIM SHEET 7 CORRESMDMO WIND ZONE THIS SHALL INCLUDE ROQUI CIAMIS MR MN.SE ZiKIN M GLASS DEAUTATION OF WIND ZONES 4 AND 5 AS WEU.AS VAUDRY OF COMPONENTS FOR FIV BLADE 1 &2 ACCORDION SHATTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CFHRFIFD Bf A FLORIDA RE ISTFRED ENGINEER OR ARCHITECT BASED ON BUILDING COAEKAIRARON AND CENTERWATE DETAILS FIV SHEET 8 ASCE 7-100SS'E'ABARD,AND SHALL BE SUBMITTED TO THE BUILDING 6FAPPLIEDAL AT THE TIME PERMIT IS APPLIED FOR CFMEWNTE ALTERNATING NG DETAILS W SHE9 HV BLADE&M W WVDOW BLADE ® ARE ENGINEERED To WORK N UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONOBpNS OF USE INDICATED ON SHEET 28, CENIERWLTE DETAILS HD SHEET 10 EMD CONNECTION DETAILS 1-6,CONCRETF,/BLOCK SHEET 11 3.BERM N.V.ACCORDION PIS(HV SCREYIS).ILSED AT BLADES KHaCK E AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHAW.BE/147(2.73 AND 1 I4%1.75 RESPECFNELY•410-NT MINIMUM MAXIMUM SPAN TABLES SHEET 12 SUES STAINLESS STEL SCREWS KIM 133.0 ki YIELD STRENGTH AND 180 la TENSILE SIREIGDL PIS SAL BE CAVED KM BERTHA W OACROSFEID COATING SYSTEM AS MANUFACTURED By APPROVED COATING APPUCAIC S•REGISTERED WITH Auawm SHUTTER SYStEN4 ASSoCWDN.PRS MUST BEAR THE HV MARKING ON THEIR HEAD. ANCHOR SCHEDULE-CONCRETE&BOCK SHEET 13 4.ALL ALUMINUM EONUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS wE1CARD ON SHEETS 2 AND J,MINIMUM YIELD STRENGTH FOR 6083-T6 ALLOY IS 31.7 lol AND 307 Led ANCHOR SCHEDULE-CONCRETE&BACK SHEET 14 005 FOR 6 -75 ALLOY. ANCHOR SCHEDULE-CONCRETE&BOCK SHEET 15 S.ALL SCRflVS TO BE STAINLESS STEEL 304 OR 318 ASI SMITES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH 50 kd MN.YELD STRENGTH AND 90 Wi MR TETSEE ANCHOR SCHEDULE-WOOD SHEET 16 STRENCM&SMALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-WOOD SHEET 17 INSTALLATION DETAILS M-R.WOOD SLEET 18 8.BOL7S TO BE ASTM A-307 GALVA RED SMI,OR ALM 304 OR 3118 SS///ER���RIFS STMAESS STEI.MM 35 kd MINIMUM YIELD STRENGTH. MIAL ATION DETAILS S-)(,WOOD SHEET 19 7.SEE THE FOUM=SHEETS FOR ANCHOR SPECIF)CATOM W MADEQ13.1405.16.17&TBA END COLJMECTION DETAILS 7-12&),WOOD SHEET 20 NV BLADE •28. W BLADE 3 N) WORKING N UMISM:13.14&16 AREA 3• HV BLADE m ONLY 8.THS BERTHA N.V.ACCOROON SHARER SY8TEN BEARS A US PATEN 16779,682.OOMPoNam OF THIS;APPR'aVAL ARE COVERED.N IWIOIE OR IN"PART BY u.S PATENT/5'458.179 ISSUED 10 TYPICAL SHUTTER ELEVATION d NOTES ON LOCKS SHEET 21 EASTERN MEW.SUPPLY,INC. "INSTALLATION DETAILS M-30.CONCRETE SHEET 22 9.B SHIRE BE THE RESPONSMUff OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIRUCRIRE WHERE SH)TTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO CENTERMATE DETAILS HD SHEET 23 SEAL/CAWC ALL SHUTTER COMPONENT EDGES WHICH ROLAIA THRU FASTENING IN CONTINUOUS CONTACT VC H THE BUILDING TD PREVENT WIND/RAN MMRUSOtE END cU TO.EACH UNIT MUST BEAR PERMANENT LABS.IN A VISIBLE PLACE WUM WARMING NOTE DURNO PERIODS OF HURRICANE WARNINGS HONE OWNER TENANT OR OTHER%MUST PROPERLY CLOSE ALL MAXIMUM SPAN DETAILS 1-8&x COHHCttElt;/BIDpC SHHEET 24 CHOR SPAN TABLES SHEET 25 HIV MID 1D C 6 NIFHMATAND ENGAGE OR LOCK ALL 11V AND HD LOCKS. ANCHOR SCFEDI1lE,CONCRETE SHEET 28 11.SHUTTER WNIIFACIURER'S LABEL SCOL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHINIER IN ACCORDANCE WIN SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE RACED FOR EVERY OPENING. ON 17 LABELING TO COMPLY WITH SECTION OF THE FLOSM BULLING CODE AREA 4• IN WINDOW BLADE M ONLY 12.BERTHA H.V.ACCORDION SHUNER SYSTEM'S INSTALLATION SHALL COMPLY WWH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING!AND ZONING REGULATIONS PROVIDED BY THE JUM OCRON WHERE POW IS APPLIED TO. TYPICAL WMOOW BLADE&WINDOW DETAIL - SHEET 27 13.(a)THIS RED.PREPARED BY THUS ENGINEER IS GENERIC AND DOES NOT PROVIDE WO ANON FOR A SITE SPECIFIC PROJECT;i.•.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. TYPICAL.SHUTTER ELEVATION SHEET 20 (b)FROM THOR CONDITIONS ILEI ON T14S F MENT.CONSTRUCTIOECTION.PLIFICHAM N SAFETY AT SHE IS THE coN RACTOR'S PRODUCT,BASED ON TICS P.F.D..FRONDED 1@/SFE DOES 107 DEVIATEAREA HV 1 ONLY 5 WINDOW BLADE (c)THS RED.WILL BE CONSIDERED INAUO F ALTERED BY ANY LEANS. INSTALLATION DETAILS•METAL SND WALLS SHEET 28A • (d)SITE SPECBIC PROJECIS SCOL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCBTECT WHICH WILL L BECOME THE ENGINEER OF RECORD EO.R)FOR THE PROJECT AND W90 E1LL • . BE RISPONSIBLE FOR THE PROPER USE OF THE P.E0.E>CNfED OF RECORD.ACTINO AS A DELEGATED ENGINEER To THE PED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRMW14GS FOR REVIEW. (a)OwcNAL P.E.D."a BEAR TETE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL.ENGINEER OF RECORD DINT PREPARED If. FLORIDA BUILDING CODE IIID High Velocity Hurricane Zone THIS DRAWING SHALL ONLY 8E USEb TO A� ,ERA Ej/fMir��� 0 2015 EAsmRN METAL SUPPLY.INC.�A ��....... OBTAIN PERMITS IN THE STATE OF FLORIDA � �� BERTHA HVTM ASS A Accordion Shutter System ■ ■ ■ ■ V.eIA6E 1 W1 OR w H.V.WKXW MAK&INV M"T1LU T TESTING& ENGINEERING COMPANY American.Shutter Systema DCVAFM DATr DRAWN BY. M.L. STATE ns: '*= AaaoCTation• Inc. 1 OLD 11-111 04113115 LwE 0413/t's X063 NX Selk 31.Ste.]D4 YIIDYq aNtOWJ,ROAM 331 Phare:(305)8'71-1330.Fat:(305)671-1531 4268 Westroads Drive 2 re,*-...�ORIOP • • :' a-mol:61e G.W.- DRAWING No �i7js/� .IIN\� �� WALTER A. eir P.E. West Palm Beach, (l 33407 4 155-084 P.E. SA j (i /DANE FLORIN La 144167 s SHEET 6. 28. r./O6 woo.e1/a6 $ Qo � B• S o Max. � o $ ago � •.8557 40� ' w999• �r, 9LADE MRV—UNIVERSAL FLOATER / COVERED UNDER US P 5458179 COVERED UNDER US PAIENi Q 5458179 pFl£D FOR USE W HV BUDS 1 & Z Q W 6005-T5 oY AND it:YPER / � 0 4 FIV BLADE 1 &(2� DOW BLAD 8005-15 ALLOY AND TEMPER 6063-T6 ALLOY A�"D TEMPER QUALIFIED IF USE W/ HV -SEE.LIMITATIONS OF USE OF BLADE®ON SHEET 2 BLADEt1T&� �Z+; 6063-T6 ALLOY AND TEMPER 6' 1. • 6063-T6 ALLO AND EMPER fl , •� .994' �• H .870' 2.226' 0 2 2 N e.4ADJ. ADAPTER WILIP 1 1. o.7 ®HV WALK—OVER TRACK M 32 QUALIFIED FOR USE W HV a elBLADE 10&� QUALIFIED F US W/ HV Og HV INCH TRACK 3:730• 8083-76 ALLOY AND TEMPER BLADE 1 & 2 606 MP-ER� QUAUFIEDO(W/ HV HV RAINGUND E 1 do® 60638--T6 ALLOY PER / 6 -T6 ALLOY AND TEMPER VARIESI.M. Ql1AUFlm FOR USE W HV 1' t.9 o BLADE 1 & 2. VARIES 1.930' 6063-T6 ALLOY AND TEMPER 1.917• .� .005' 093' •09J'• �, 100 .1 V- x .093•'060•670 1. 870 ].529- •?o • W/HV BLADE t ONLY !? FlED FOR USE W/ HV E1 ONLY. 6063•-T6 ALLOY AND TEMPERP Q W/ HV BLADE(D 14 HD WALL HEADER/SILL SHO CEI)JNG HEADER/SILL SEE SECTIONS FOR VAL1DIllf- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/HV pUALFlEO FOR USE W/W BLADE 1O&Q2 6083-T6 ALLOY AND TEMPER 6063-76-ALLOY AND TEMPER BLADEQONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER COMPONENT A 8 Ti T2 BUDE % Y t 2' 2• 0.125 1 2' 5-MAX. Va' Vs' Nv D 1' 1' 062 © 3• 3' 0.090 • ® 2- 5'W1%. 0.192' 0.192• NV( . ®1 SIDE ANGLES ALUMINUM ANGLES +® 25' r MO. 6.196• On90' W 1Q � CORNER POSTS ALIFlED FO USE W/HV QU/LLIFlEO FO USE W/HV ' QUALLIRED FOR USE W BLADE 1�& BLADE�1 &© BLADE (SEE LE� 6083-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER -76 AL D TEM ER `IIt1111Nlllg N" FLORIDA BUILDING CODE Yon H'h Velocity Hurricane Zone `po*Q,...••••.••(jTAi0 2013 E4TmN METAL SMPPLY,ac. BERTHA HV7u - -- ' 1L ECO INC. A m S■S.A■ Accordion Shutter System ,GT American Shutter Systema V.BUDS 1 W ORW/O N.V.WWWW WWDE&H.Y.MADE -�F_ T1LLR TESTING & ENGINEERING COMPANY orsc� an WSW Or M.L U L �Q SM KN.Jae.x x.Jw v�CARDOM now.m1 Association. Inc. 1 an n-u4 a/1�/u are: Oa 13/15 .•RI ```G`LT- Ph—:I -.: Jo5M7t-15s1 West Palm Beaacah, Ft. 33407 a DRAWING No ONAL 0 .a ®-0008719 15-084 ///11111i11111N�L� WALTER A.11117 Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE f1Oa°A17e'""Q7 a 2HEET 8 1 7W1 1 1'-20 GSI .745' 2. liAD ssLs 9 ST (2 TTP.) ruY HOu53F0 DPVa. eN00 1•AtgfD • '� i m)(alrFofe (c71o1[MAIM)Pm) UAUFlLD FOR USE W/ F E 1f'�& ONLY FLOATING ®HV LOCK ® HV EGRESS LOCK 6063- TEMPER QU ED FOR USE W/HV BLADE(D&& 1 ONLYQUAUFlED OR USE W/HV . QUALIFIED RUSE W/HV 6063-T6 ALLOY AND TEMPER � RNER BLADE & ®ONLY. BLADE�&®ONLY. QIIALIFlED FOR USE W/HV BLADE 1 ONLY O.D. 6063-T6 ALLOY AND TEMPER 1 5, MOLDEDSC TO 2.079• 1.7 ' SC 'AFTER RIVEIRM ` BEFORE RIVETING � � •� � 1/4"6_-20 x 3/4' 1 4'�-20 RIVNUT� S.S. THUMBSCREW / 10 *SUM 9W AUB UY(2024-13 AlWO 1.Vt6ERANOE TM 2.760' I %IFFY H MXff,PARE 10820.AS MNAFMnM f1r AVOM FUN -1 FRUff EMATM ® HV MALE "T* LOCK BMAU CHUM 7DMOM PAFSFPW.fVW.FLIM 07054 OR EOWO_ © LOCKER FOR 'T' LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE t ONLY ® my FIEMALE " LOCK �E ® HV „T" L� ® HV ALTERNATIVE pUALJFlED FOR USE W HV RUDE 1 ONLY 6063-78 ALLOY AND TEMPER pUALFlEO FOR USE W/ FTV BLADE 1 ONLY QUALIFIED FOR E QUAUM FO�USE W )LV 6063-76 ALLY AND TEMPER 6063-TS ALLOY AND TEMPERW/HV BLADE ONLY. D1ADE 1 ONLY. o �. n0n22eTUR1, a r4M OR .214', .OB3 2' .21V p KEY CnJ DCR v1 ,,Sw !2 a� 0.126 lan. 1.f26'Yac NG! ROD HD CEMRMME W1 LOCKING 80 O QUA FLED FOR HV BLADE l & 2 ®QUALIFIED FOR USE W/ 1(V BLADE(D, &0 t o O m 6063 VA AND TEMPER 6063-16 ALLOY AND TEMPER QU ® O HI) CENTER •VARIES. 12'MIN. i/4-0-20 93.OR 3/811-14 QUALIFIED ALLOY ND TEMPER 1 & 2 (am MOWt1/2' Cnn Dcrl t1s "0 -57 tYLRJDF]F ® LOCKI1Nm S.f i/4•f � HD LOCK 8 QUALIFIED FO w/ F(V BLADE TQ&Q HV 1 4 —20 AISI 304 6Y REGENT KPIPWARE%MORTISE LOCKS SM 2333 HOOK DOLT LOCK. 3-T6 ALLOY AND TEMPER ®KV SCBE ETA / r QUALIFIED FOR USE W/ HV RADE 1 & 2 5 INSTAI1ATroN WILL REQUIRE A 7/16' HOLE THUMBSCREWS•�•S`SS HEWS O © O LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR BLADE Q)&*(D QUALIFIED FOR USE W/ HV BIRD &O FLORIDA BUILDING CODE 11m High Velocity Hurricane Zone ����.�` �R •tit��T.,, O 2015 EASTERN METAL SUPPLY,INC. .���Q'��\CEN��''•$ BERTHA HV m Accordion Shutter Sy stem NS. A.V.V.Aav WX 11 w LM W/O TLV WAN BLADE k TLV BIAADE 1k :7t American Shutter Systems3FsCRvna . UTE CRON f70 M.L. T1LLIT TESTING & ENGINEERING COMPANY �.• STATE OF am Kw.3NR it.St 3w.ww"6v31D+%na+w 331 Assoclatton4 Ina. t 01D 11-114 04/17/13 aue 13/15 Ph, :(305)371-1530.F=:(305)871_1531 4268 Westroads Drive : 'moi,lC�'• ������� `-^ t6t..ftW ^ West Palm Beach, FL 33407 3 DRAWING No 4NAt��6`�v.� PIFs-oaoe7l*A. .P.E. 4 15-084 �i r4 tSt� FIDRICA Oo.144167 3 SHEET P.F- SEq�JSttoNJ1�URE/DATE e 3017 28 3/ao 41 4 SHUTTER ASSEMBLY SCHEDULE FOR /40 3 HV 1 HV 9 AND HV BLADES. V 4p Q HV BLADE 1 3 F N ® HV BLADE 1A 2U HV BLADE 2 or ® HV LONG RECESSED NYLON BUSHING ; 4TVISO HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER EXTERIOR ® HV WHEEL CARRIAGE AISI 302-303 SERIES 41 a7 • g 4 . 0.870"x3/16" THICK NYLON WHEEL. i 0.188"0 AISI 302 SERIES S.S. Rivas 1 or or ®3 r(SEE NOTE FOR 4 HV 1 3/4" ACCORDION PIN W/ #8 HEAD * REOUIREMENTS) �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 4 EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOWS00 (SEE SHEET 27) or 3 ® Nip —i� " TYPICAL SHUTTER ASSEMBLY. SCALE: 3/8' = 1• HV PIN®OR AT (1)HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ExiEIN 60770!1 KNUCKLES OF-HV ACCORDION SYSTEM W/HV 1) OR .BLADE'S KNUCKLE. HV®BLADE X24• 3 (SEE NOTE * FOR (2)W PIN®MAY BE USED 1N LIEU OF®AND ONLY AT •048' O REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV02 O BLADE WHEN CORRESPONDING To MSTALLATKINS'CC•AND'DD•. SHEET 22 (3) HV PIN®OR®W/ 1/2'O.D. 1/16'THICK S.S.WASHER SHALL BE USED FOR DIRECT WOUND INSTALLATION PER DETAIL X. WHEEL CARRIAGE'DETAIL SHEETS 11 &24. ASSEMBLY LAYOUT N.T.S. N.T.S. FLORIDA HULLOING CODE iron High Velocity Hurricane lona `��`=`�..•••••••,• /�.��i� - /� /� 0 2013 EA4FRN METAL SUPPLY.wc. BERTHA HVTu /TiLrEC A.S.S.A.O�M�. Accordion Shutter System _ ILY.B1N)E 1 W1 OR!O KV.1Pam BIABE&KV.BI/OE Amertcon Shutter Systems , ora oaAxx BY. M.L_ 9 Y1A F'Qp ' TILLR TESTING do ENGINEERING COMPANY �,e:'•.�( Q,Q emIm.3am.s1.SI..301kvrm.n\oMmn,naRm vl AsseOlotlon. Ina. f OLD n-1u a/Is/Is DATE: oa 13/15 �4 ` p1,o.,.:lM1811-1570,F�:(x5)871_1531 4268 Westroads Drive 2 DRAWING No s/ONAE � 1. ooenelgorn West Palm Beach. FL 33407 a 15-084 1/1111111111\\\\` rw.Tw A.Tnt/r Jr.P.E P.E. SEAL/SIGrJATURE/DATe �a U.T 44167 a 4HEEOF 28 . 1• 411 NOTES ON BY LQQKS AND C€MERHAT€Ss � o c a �•� w N u s 1 °" 1.MANGATOW CMINM ft ONE W LOCK Q+x%!NICE 8E US1D Ar Tf2 of 5M111ER SPAN FOR ANY SPAN "!Y OR 12'A80NE OR �2 OF SHUTTER SAAN FOq SPANS UP TD lOb:AND FOIL IN5F TIONS 7 Mtt ELEVATION.HV LOCI( a MAY BE USED AS AN INSIDE OR DOME LOCK.ATTACHED TO OR Q,� CENTERMATES w/(z)1/40-20 x 1/2'LONG FIAT HEAD SS.MS.LACATKIN OF(ACI(SiWi BE AS INDIrAlED ON TYPICAL.'SHUnE1T ELEVATION. VaQa 2. g�, IF DESIRED.FOR BEf1ER PERFORMMICE 0g FOR SECWW PI1l2POSES.UP TO TWO HY OR MAY BE USED AS AN INSIDE OR OUISDE LOCK.CONNECTION OF UNPTO CENfERMATES u, OR SFIAII BE AS INDICATED SIN NOTE i)A80JEp �� __ LOG OF LOCKS SHALL.8E AS ON TYPICAL SHURER ELEVATION D"R0 ®* ® U� �TO SHUTTERNG ARE LACKINQGI RODST�OR AHAH AL BUTMAY I� a MAY'ALSO 8E USED AT S7ACKiNG POSITION(NOH HURRICANE POSITION). ¢, 4.� ONE IMV LOCK Q 8E USED AT OORtdR CLTJTERMAIES PDR ANY SPAN AND RiStALLATKiNS ATELFVATKiN.HV aSHALL eE USEQ AS AN OUFStDE OR 4NSDE LOCK. ATTACHFD T4�i_CORNER CEHIEI(MA1E W/(2)1/4 F20 x T 2'LONG FV17 HEAD SS.MS.1W0 LOCKING RODS AT TOP&BD StWi B>_t al's.LOCAtTtOH GF LOCK BE AS FNDICJtTED ON 1YP1CA1.SHU(TFR EtkVA716t(. tNrc MN(DRJM SHUTTER SPAN SWTU.BE DEIEfEMRTED AS PER SCHEDULES SNOYM ON SHEET 12 1-9 11b2l S.=I #3 VALM Mx FOR IN IM ONE ALTERNATE 1EY LOCK MAY 8€ IN LIEU OF W LOCK ar FOR ANY SPAN MQ OT' 9 I4sF TK)NS Ar ANY ELEVATK?N.w NATE laac MAY 8E USED As AN DE OR auI510E LOCK.ATTACHMENT ' 3 OF 1/4.0-.20x7/4-S.S.AWMBSCRVM M 0 OR®CENIEInalls 51WL BE MADE W/ 1/4.0-20rz3p'ALUM. $ RMATF AS SHONN ON SECHDON ME,SHEET&ONE LOCK SNA L BE USED AT 1/2 OF SHUTTER SPAN OR TWO ,4a,� �+, * LOCKS AT 1/3 OF SHUTTER SPAN. ( / C�-Mb *NY7TrU ON HV 'T" LOCKS AND CENTERMATES, ONE ALTERNATE HV'I'LOCK MAY BE IN% IN LEU OF NY LOCKS OR FOR ANY SPAN SEE ALIA AT ANY U VATWN.Al TE=,Q Y BE(LSE[AS AN INSIDE OR LOdC ATTACHU06 �NDEIAILS ON o s e x > > x ! o P a s v x �OF LOCK INCLUDES USING REINFORCING ,AS SHOWN 6N SECFION H.D.S1YcEF S.WfI;CN MUST BE SNEEF 11 TVP. CONNECTED TO CENTERMATES®AND®W/1/4'0-2O x 1 1/2'LM&S.THREADED BOLT W/7/DY x 3/32' FULL HEIGHT. YANONUT OR Wj 1/i'4-ZOxl'S.S.MS.THIO A 1/4'h:5/8'IMiUT� K MAY BE WSFALLED AT MIOSFAH OR 12' OF CORNER MAXIMUM AEXWE AND BELOW M87SPAN.USE OF TWO LOCKING RODS r TOP AND BOMOM IS MANDATORY. CENTERMATE (©(,'�' "'®°'©'U"® tD•�°" *NOTES; O QQKS �CrENTERMAT€S: r� 1�..�1•�°A�' �'®61 1.�;,,���, �G( BMI(1 OR�4 ag ONE T ONE ALTERNATE H[,LOCK W9 MAYBE USED I7 LIEU OF ©+(�,@-(9) .�!(cl HY+"'�"•i'7 OR VFOR ANY SPAN AND INSTAUATK NS AT ANY ELEVATION.ALT NATE 10 U=la VAY BE USED @-(9)V/ V�! 44.3'' AS Att IN9DE OR LOCK.ATFACWJENr OF HD I=00 TO 0 W/3/e x 3/B•F.H.SSM.!.AND NCMM laExIfDAOFl1EtF[IHStR7 AS SHOWN ON SECTIONS HDO-RX AND SHEEP 14 LOCK LAY BE RNSRLED AT 1ADSPAN OR IV MA)aMUM @£LOW OR ADM MIDSPANL USE OF UZIGNG 8005®IS COIpI MY OPTIDIAL. ,LYPICAL C1) BY BLADE SHUTTER ELEVATION(� N.T.S. 1+1LLLpAtA FLORIDA BIUI NO CODE 16 I€h Velocity Hurricane Mono ```i``AQ\.`• A. /4i", a 2018 EASNIiN META!SUPPLY,INC. BERTHA HVTM A.S.S■A■ Accordion Shutter System Y.IM It W OR 010HY.wax BUDS&ILY.B(A(JE -1� - A American Shutter Systema Kv.M Dts opm nor DfM:a1 sr: M.L ��= 71LUT TESTING R ENGINEERING COMPANY AssochtNGn. incc. 1 OW s1-130 0+/13/tS Oat 04/13 18 WW KV.3001 U.St.303,VOMM CARDO .n*F=331 4288 Westroods Drive : PAom:(34!)811-1338.I—:(34!)871-1331 Lj '$�tSPs+�•.... ,.:G�Z1`��.� .maoe7l West Patin Beach, FL 33407 s '4.y,ONAL I:N,�Ar` 1WITER A Ticar h.P. M P.E. SEALftEALNftEjDATE ' t"187 a POUR CONCRETE ANCHORS CONCRETE { ETARE ON SHM 14) 3 aa70 t� t OR t {) p i WNW"or REOURED EDEE OF 12 FPNg�aNO w,COAVAgn �G ! am 12) APPLICA9w 10 BLE E7a5FiNc �IF am 4d9 y as m�lc * III g p�Y 1 1 /tOr3J4`FiE7C i i i' pay�p 1' " +NCHDR WASHER HFAO i LOCATION TE1(SCREWS 0 I OR $ I a rNx. 12 GNO.C.RE ANCHORS ' 8 mcE F 0 (Mr, SEe SC-TUE CA APPLMAHI.E EDGE OF i 1 SLAG IC ff ►aPLMJ1BlE IF al/2 7- w w 3DIVwM p APv1lr.,e1E PNroRm D. POURED nAT HEM CONCRETE ANCHORS it I�IR//D 1 OR ®� RE FIAT HFM CONCRETE ANCHORS G ESE SdtN:DttE ON SHEET 28) eAONsdIaNgN , „ D, (SEE spEEDutE ON SHEET ts) 11 TRENCH INSTALLATION Q NV WAUC-OVER INSTAUATION Vwo ONLY FGR UP TO+70.-75 PSP ® NV FLQO(� INSTAL O fi PFMSUG RATING&POR SPANS PER ® SS HV QEIUNG IAAUATION SCHEDULE;s.SHEET 12 CONCRETE ANCHORS {SEE satoXRE oN sTNEET ts) Owl No A Q.69 1� EXiSTiNG ! 1 1 1 w salom TO aua E70571N0; y e+A�ss-�^I ,a s m awe 1r"L1a sesanX w sm to t , CLAW Y f'"tu sS+Ehu w sur l CMi 7/4^ ' $ t © ' 1". oR 1W"" ' /� 8 , 1 EX WASHER low TflC HSCREWS 0 7 5^_ _ 1/4' /14x3/4' HEX 1r W11- OR T1.SCREWSo .0.0.IW4Vt•20 S.S.M.S. y� _ _ 6w/HUToa• (SEE ONN ? t .EET 15) y aR /ua3/4•F.H.SDS 0 N^D.C. /�1 1 EDGE OF NOTE tom} I t]/b• 1 7 e" CONCRM ANCHORS NOTE 13(b) CO CFPOUREDCEVE B ON SHEET 1 D APPUCASUE LOCK POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 RECURRED OR CONCRETE BLACK SHEET 15) PouRED REQUM�K HV WALL, FLOOR. INSTALLATION O W WALL WALK-OVER INSTALLATION INSTALLATION DETAILS W1 Q NV RAINGU�,�D' INSTAIIATit}N t �E: INSTAL 'I� NOTE FOR COMBINATION iW SEC1tONS: . t THIS w#QED CD HV_ BLADE 4 E 0.o EDGE DISTANCE . OR SNIP TO AN OPERABLE EXIT ♦SEE UIC(AONNS EE USE FOR i-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPEDtACATiDNS ON SHEET 14) OR CHTRANCE BLADE 11�A ON SHEET 28 _. MOUNTING MBONS CAN BE COMBINED —` IN ON NAV TO Sur AM uNsrAL1ATK)N. � ttunrer FLORIDA BUILDING CODE (Noo HE h Velocity Hurricane Zone P'I.....:..�� O 2015 FASHRN META SUPPLY.uNa ucr4f, �; 1. ._ BERTHA HVTm *; �_ 1LIEC O IMG. A■S■SI.A■ Accordion shutter System i• " IJ Amertcan Shuster =11YIsME Y.8l�DE i X OR p G NY.1RH(IOIY>DAN I M—Or M.L. y STAr� TFC TAUT TESTING & ENGINEERING COMPANY Ofi OW Rx zvxa.r„ffi,e 3s1 Assloclgtfon, Inc. 1 OED 11-tx 003/13 Me 04/73/15 PNwae:(swat-1510.Fos:(W5071-1533 4268 Westroads (hive = oRANRNG No *—R.OO /s West Palm Beach. F! 33407 a 1 1+J^884 P.E• SfJtE fY�NAlUREfDATE n0(Mk U./11167 ° 1 SHEET e1 7 Of 28 SCHEDULE i1 SrMFnInF i9 ��_ SCHEDULE �3 MAXIMUM SHUTZER SPAN' -L+-OR 1L-" MAkI.MUM SHUTTER SPAN* L+- MUM SHUTTER SPAN*-L+- (ft.). FOR INST ® N®or OR 'L (ft) FOR R -L-- & (ft.)'INSTALLATIONS • P�O�: (}� or(� INSTALLATKINS W/ W/ONE H.V. LOCK ®or ®or or CONCRETE WOOD HD LOCK®W/ NO LOCKING RODS or ONE W LOCK or or® Ylf/ ONE HV LOCKS MANSORY (1)L+:MAXUUM ALLONIBLE SPAN FOR A GNU OR W NO LOCKING WALL A. B. C. D. M, N, Q, P, Q, AS•D.POSITIVE DESIGN('TNETiSi1RE RATING. CENIERMATES®& W/ ONE HV -T- W/ NO LACK r 9 DS / M WALL G F. K Jc. R, S, & . L-:MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK®W/TWO LOCKI G RODS®TOP dt (SEE NOTE 1) k� AS.D.DESIGN PRESSURE RATNG. BOTTOM SEE NOTE FLOOR/CEILING G. H. I, It &J COINCRETE A WOOD MSGUATIOINS CONCRETE h W000 MOUNTING T. U. W Ec X (2)PROCEDURE TO DEIERIIINE MAXIMUM SPAN FOR w'Inva�i I CONCRETE WALL MOUN M CW/BOTTOM)OR FLOW/DOUNG: PRESSM PJUA WALL UOUNT as FUD&_/CBLM em wAIL MOMM PR ���� GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. MOUNTING (.a''rn'l l aOOR/COu C uoul8o+a FATM aT DETWO E MWGMUM SEMI t+'FROM SCHEDULE. noOR MOLINTM GIVEN A NEGONE AS.B DESIGN PRESSURE RATING. Lf L- L a (r) E-(Q L+ L- L+ L-00 DEfERMwE MNOMUM SPAM-L=•FROM SCHou E. 30 OR 16'-0' 18-0' 18'-0' 18-0• 30 1G-0' 18-0• 30 18'-0' 18'-0- FINAL AIAXU.1lA1 ALLOWABLE SPAN IS EQUAL TO THE 35— • 14'-10' 14'-10*' 35 14'-110- 14'-IW 39 15'-2- 18'-10• Q MAIawif SHUTTER SPAN-L+-OR'L-'FORMINIMUM DEED SPAN BETWEEN'L+-AND'L-'. 16'-2- 40 13'-10' 13'-10' 40 114'-2' 1S'-2' R15FA11AMONS INTO WOOD SWILL BE LIMITED TO 45 13'-1" 13'-1• 1 113•-4" 14'-3• 45 13•-1" X-1' 45 13'-4' 14'-3' 105 psf.AS.D DESIGN PRESSEIRE RATING. 3)PROCEDURE TO DERRME WU(01W SPAN FOR 50 12!-5' 12'-5- 12--8' 13•-7' 50 12•-5' Ir-S- 50 12'-3• 13•-1' COMBINATIONS M BETOKEN WILL MOUNTINGS 55 11-10- it-io• 1z'-1- 1Y-11' 55 1 •-10• 11--1o' 55 11•-1• 1r_1111_ W/FLODR/DEIUNG MOMNGS: 60 11'-4- 11'-4' 1111'-7" 12'-4' 60 11'-4- 11'-4' 60 10'-Y 10'-11 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 65 10--1101 10'-101 71'-1• 71'-il' 65 10'-10• )o'-10" 85 9'-5' 10'-1• RATING: 70 1U-8' 10'-8' 10'-9- 11'-5- 7Q 10'-6' 10'-8' 70 8--9- 9-4' OETERMWE: 75 1o'-1' 10'-1- 10'-4- 11'-1- 75 10'-1- IW-11 76 8.-91 t 11V CORNER CFNTFRMATE 113 MAY BE USED AT ALL L1+-MAIL SPAM FOR WALL MOUNTING INSTALLATIONS MoUNRNG WS ALLAMONS.LOCKING SPECIFICATIONS Lz+-MAX.SPAN FOR TL.00R/CDLING MOUNTING 80 9'-1o• 91-10- 10--0- 10•-9" 80 W-10" W-10' SHINL BE AS INDICATED ON MANOATORY CONDITM#2 MSTAZLITIONS. 85 9•-8• 9'-8- 9'-9' 10'-5' 85 9--8- W-81 NOIE#5•�T 5• FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 90 9•-3' 9'-3" 9•-5' 10'-1• 90 W-3' 9'-3' RATIN(, 95 9'-0' 8'-9' 9'-2' W-10" 85 91-01 DETERMNE 100 W-9' e'-4• 1 9-If 1 9--7• 100 1 8'"-9' e'-4' u--MAX SPAN FOR WNL MOUNTING INSTALLATIONS. 105 8'-7' r-11' 81-9' 9'-4' 105 1 8-7 r-11' Lz MAX SPAN FOR FLOOR/CMVG MOUNTING 110 B'-4• 7•-7- 8•-7- s•-r 110 8'-4- r-r SEPARATION TO GLASS SCHEDULE 1""ALUi10NS 115 8'-2' 7'-3' 8•-4- 8'-11' 115 8*-2' r-3' FINAL MNGMUM ALLOWABLE SPAN IS EQUAL TO THE 120 91-0- B•-11' 8'-2' 8'-9' 120 8'-0- 1 W-11' MINIMUM BETWEEN 114%9s+•.'L7-'AND 12-' 125 7'-10- fr-8' a--0- W-5" 125 7-10- 61-a• WIND ZONE MINIMUM (4)GO TO ANCHOR SOIfDULE WITH FINAL MAIODUM 130 7'-8" 8•-5' '7'-10" a'-1" 130 r--e• W_5' ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 135 7'-7" 8'-z' 7•-9• r-9- 135 7'-7- 6'-21 TO GLASS PRESSURE EATING TO DETERiANE WWMUM ANCHOR 140 r-51 W-11• 7-7' 7*-6' 140 r-5' V-11- SPACING. 145 7',1' 5'-9' 7'-6- 1 r-3' 145 7'-3- 6'-9" 1 THRU 3 150 r-r W-7" r-4- r-O' 150 r-2• s-7' 1" 155 7'-0' 9-5' T-z• N3'-e' 155 r-01 5'-5- 160 6'-11' 5'-2' 7'-i" 6'-7' 160 W-11' W-2' 165 8'-1a- 3'-1- 7--0' 8'--4•- 165 W-10- W_1' 170 W-9' 4'-11' W-11' V_r 170 6•-9" 4'-11' 175 W-7- 4'-0• W-9 8'-0' 175 W-7' 180 W-8- 4'-8' 6'-8• 5'-10' 180 61-8• 4'-8' 185 W-! W-8- 6'-7' W-W 185 6'-5' 190 6'-4- 4•-5. �_e. 5.6. ,9D 6'�- 4'-5- H V BLADE 195 8'-3• 4'-3' 8'-5• 5'-5' 195 8'-3' 200 W-2- 4'-2' 8'-4' 5'-3' 200 6'-Y 4-2' 205 W-1- 4•-1• 6'-3• W-1- 205 e--1' 4,1' FLORIDA BUILDING CODE Nan Ik h Velocity Hurrkone lana Op`•`,��4 A.rI(��/','ij��� ®2015 EASIQOF Mff&SUPPLY•INC P�:VCENg'••:�� ZT1 ��_ BERTHA HVTMLIE C O INF:. A.S.S.A. Accordion Shutter System V.BLADE 11 W1 ORW/O HV.Y11BDD11 BLADE&ITV.RUDE Amerlean Shutter Syafama DEs�PM DAw DRwN e,• M.L E TILLIT TESTING h ENGINEERING COMPANY -o STAT ff :�` am NX 3W6 3e.%a 3ON W 400 cAI0E1N$EL�33161 A1laoclaflon. Inc. I 310 11-I/E a/a/Ls ale a 13/15 �- Pa•n.:(30.1)ar1-1630.Fm:(305)071-131'1 4288 Westroads Drive I %�,c�,5, OR �•��`Sr • 719` om West Palm Beach, FL 33407 3 DRAWING Na E13-00041LVN.ILR A Rllr Jr.RE 4 15-084 P.E S�IiY ItlN URE/DATE FUMA U..f'41a7 s SHEET 4 12 OF 28. zCIO C g � z� W ~ + r d R 1 1 1 E 17y1 ¢3 O s� 59 ru �� eT.• � ol51, i� Qo }� W �ijtl Z et n f g o � aoil, 3 A777AAA �mb sd I I 1 I ` Imo. i nP L w N ee 10M -11 O `• g �� 8 n � � � �.•�P •tea's, ul .x•,111 < < OHM �/.�1m 07 1116 N O = 4 OE♦ �• 3 1 I I I Y gill I 2 P+ U R + W aC{j� J � . �eoeee'�a1tlR�aal IRRI 111,1 I I I I I I I I I I I I I I I I I I I I I I 1111111 I I I I 'r;• �� ••:?;ice" sill (ZF� $0000e Pfo3o313gR+aft Incl l l l t l l 1 1 1 1 1 1 1 t l l l 1 1 1 I I 1 I I 1 I 1 I 1 1 1 1 �Vl� �� ��Z Z ��ooemooeeLmgema+eea311e R+++113+ fR3 1 1111It 11 llll 111 1 1 11 1 t1 a'' \N O'�•�-,J /Ny �oeOOe OOOOe�e Oe�mNA1An�+�e�301q R++1nI5++I 13+11111111111111 � . � • .�(`�y;� S Aame...Pm �P��m�O.�.P.PP.22OrO.1�. 0 10 nnR mYfIt II1 I 1 rImIOe0P 4 wrAw VAvvvg vulva O VO ^AAe ^ e A ///,'//• •• • •�`0````���� Wa tM �0000 olagaal+oR`�'a+111111111111111111111111 11117111 tI111F H�� � gqq eeeee eggeaefb•gqa++fn111111111111111111111111111I11111 Ws$eoemmmemee'am^maaa^13ae+ee13+1qq++lRlt It I I I II 111 It 1111111 Fg eqe OD00000000^e 00eAA q���^eAe�+D�e•1q�a+1e R+111 fl 1111111 Z $$fQp� .PPP.PO....PPAPP.APmP�00 Pa^NOgO�N1ae�+eae+leaa111 it 1111 V �1Gp0��������O O�O O�����P���O A��N�O�q�O 0 P e 4 N{A e a�I1QQ�n q q•a qH� O O+q Y�qqO f 0 O et ^ :S:I:S rnm S MIS«x0«««- «2v2«.s`"3132Aep oen3e+'�1o111111111111111111111111111111111. 1111111111111 vu ^ �Wd�Omoo�oo0aml�A smaq Refpil eqn l4111t111111111t 1111111 f1I11111111 1,210 y Z�a0PPP.PPPP aP aPV P 033 m n3oe0afP-0 PPn 111111111111 III 111111111 Cpp 5�,0•^oC^^O^•P•^•P.«3O^'00�0•,^�a�32 Aea2N A e°-IN 12ga X01 11 1 1 1 1 11 11 fill 1 �O .N.: .N.��hf= W �. ««««««««««««««««:«+ U ^4 4 4 4 4 it n .1 h co 'a, o N n f rtl is MAXIM M ANCHQR+ SPACING h SCHEDULE FOR 4 OVEN MAX, SHUTTER SPAN, NEG&ILIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE mouNnNos ON SHEETS la aL 19) L.J F==t F=- SOUTHERN PINE No. 2 W1 MIN. G--0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIM CDX DOUGLAS FIR W1 MIN. G=0.50 W/ MIN. G=0.43 W/ MIN, G=0.36 PLYWOOD MAXIMUM CEILING MOUNT TCEILING MOUNT T CEILING MOUNT T SPAN WALL MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS FLOOR MOUNTINGS WALL WOUNTINGS M. N. 0 & R w & x M. N. 0 & R W & X M. N, 0 & R w & x p & Q zio-.-W.Mmw LOAD W�Www�Mm Low(ow ma mnwg wwN uma be M&wwnt OESGN wo"=MWK OEM WD W kSXL XMQW DCM UMD(W k&&NMM OE"WD(W F4O6-61751901105 30 440 60175190 105 30140 1 W 17.5 W 175 901105 30.40 60 75190 10530 40 1901105 90 1�6 301�60 7519011051.30121 - V--T OR LESS ft 10 1010 8 IS 6 6 6 $ 16 5 12 10 10 9 8 8 6 6 6 6 15 14 12110 1019 a 18 6 6 6 4.5 4 3 -V-5 -4 4 14 3 12 lo jol 9 a 18 6 6 615 14.5 4 12 10 10 9 8 8 1 6 8 5.5 4.5 P.5 3 12110 1019 a 18 6 6 4.5 3.5 3 Z.5 T- T IF 4 4 12 10 1019 8 18 6 6 5 14 P.5 3 12 10 10 9 8 8 64-3 5 12110 10 9 8 17, -Z - 4 5-0 6 6 4.5 3 -T 3.5 3 2 2 6 5 j 4 3 W-W 12 10 1019 8 16.5 6 6- 12 10 10 9 8 4.5 6 5.53-5 3 2-5 2 12 10 10 9 6 13 6 4.5 3 2 2 - 6 5 4 4 3.5 - 12 ij�:JO 1 9 6.514 6 5.5 4 13 2.5 2 12 10 10 9 4.5 5 5 3 2.5 2 - 12 10 10 7 3 1- 5 4 2.5 2 - - 6 5 .4 4 - lo Ao 17.5 4.513 G 5 3 12.5 .2 2 12 10 10 5.5 3 &5 4 2.5 2 2 12 10 10 4 - - 4.5 3 2 ,- - - 6 5 4 - 9 - 4.515 3 4) 6 4 6 5-5 4.5 4 9-0, 12 16- 10 15 3.51- 6 4.5 312 2 - 12 10 &5.4 5 3.5 2.5 2 12 10 4 2.5 45 3 2 6 5 3.5 - - - 10'-0' 12 10 7.5 4 5 -4- 2.512 - - 12 1015.513 - I - 112 10_3 - 3,5 2.5 18 5 - W-O' -il!2- 10 &S - 3.5 2 - - - 12 10141- - 4 13 12 112 10 - - 3 2.5 6 5 - 12l-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 12 3 - - 352.5 - 12 10 - - - - 3 2 5 7 2 0 4 3 3.5�-5 12 7 2-5 2 6 12 10 3 3 2.5 3 _5 - - - [2 14!-0'. 12 10 4 '3 12 3 2 1- - - - 12 5 1 -2 r lw- 3.5 12 3 2 0' 12 le-ze: 1, W2 6 1- 2 +MOTES ON ANCHORS RE(MAREMENM* WOOD SUBSMAM, 1.ANMOMM WALL.FLOOR OR SOUD%VW SOFFIT WWL BE AS FOLIMM -1/410 1APOON OR UpM wM MVMX"Mf&N"7M"=MMOM AS U"fWTMW)fff PEWMUM.AS 10=0 AT EACH SWrM ONSHEEM 18&III. nl HV BLADE OR nl HV BLADE Wl 2.MCftve;.-;a WUPW COUM WA BE At M M"TM 7WE V.WMEI 19 AND 9QU WdSW Of Q HV WINDOW BLADE WORKING IN UNISON LAO SC41M AS PER KO-%2012 SPOWIGNI)CN& 3.WWWFE VOLL OWW Of IIIE FOLOWK-4w sEE A710NS of USE OF -SDUIHEN PW Na 2 W G-OAS 0=) 6RA9E ON IM 28 IMUM RR IV/G=OM(KD-%) --q*t=ME FIR NM H W1 C-043(LDS..) -spollat MX M SOM W1(;-DM(NDS) -WL J/r COX POV000(1988 APA) 4.ANW=SHALL BE WEVILM FOLLOW10 All.OF 7W RECowma=110%AND SPECKS ATWO OF THE Pwwes VANUMMUML FLORIDA BUILDING CODE (Von High Velod!j Ifladcone Zone) 0 2015 WMW METH.SUPPLY.IW- 13ERMA HVTm Accordion shutter system A.SaSsAn Aw/cRy/0 WON &&V.RwL S American Shutter Systems Kv.w DESCRFTN DAN OPA" - M.L. TILLFT TWNG ENGINEERING COMPANY Assaclallon. Inc. I ow It-M 01/13/15 DAM 04/13/13 EDP tow".36M St.U.30%VVWM GAMOM"A EA 33140 4268 Westroods Drive pt- (W0071-1530.I=-(=)571-Ml 2 DRAWING No % West Palm Beach. FL 3M7 3 15-0,84 at-oomlp 4 ........ WJLTM A.TIMT J1.ME EF 0 nmm Is.f 147 5 SHE E/DATE a 16 0r 28 1NSTALLATQN=ftffAM ON EXISTING WOOD BUILDINGS FOR (f) HV & A HVA BLADES JAS APPLICABLE SHUTTER BE LIMITED up 19U SPAN Y� 1 4.0 T�ORANCID THREADPoRY TECFNDUDGY 1/4.0 TAPCON OR. •N t1/1 1 Y IAn.PfNE7RA710N 1, TAPCON WITH NHMKED THREA• TECHNOLOGY COSTING WOOD HEADER. gar W[l O1Po/2Po', 1 i 1 OR tiF (SES SC1tE111AE ON SHEET 16) ti OF THRF110ED AREA T, t ►QL EXISTING HOOD NEMER. ro tlASS (SEE SCHEDULE ON SHEET 16) F—t�2 B1A�OE t 1 �� 1'Yn• /4'0-20x3/4 SS.MACHINE SCREWS NG 1 9AD6 w/ /4---N 0 12.O.C. CIASS--1 �® ; WALL I I FINISH VIA1L '. 11�, ITNTSN �_ � 1� 11PM1Nlt �r+•iMr�i3.�'L� J EXISTING WMI N. 2 '`� -Si•.a: i 1 R x i �® HEADER REQUIRED . _ 1 ®� 1 -•�' E057M MRL aI N t"I _ L k7os= Ift SEPAP.4" I Hum RFtIURED — �' T�WITH OR TO aim M1HI 1SCHEDULE 2 ON I I . GLASS AT I I ' 2T4� 'D.� C+ p7F Tr7MF02Rll�iEC llGY ON 28 I f)QASS M SCHEDULE LIDWOTH OF AREA PLATE gV,D6E -1 ON SHEET 12) '• (SEE SCH ON SHEET 16) OIosuiu,,-nogOtiV WALL HEADER INSTALLATION O UK E]RSIOEG 1 YIN.SEPARATION ' 1 �� .ZR � TO SEPARATION i p G ON SCHEDULHEET E 1 �J�—ON SHHEETOu; —� ON SHEET 12) 1/4'0-2003/4•SS. 1 1 4'0-20x7/4'SS Y a. i>,t•j ;:�,: MACHINE SCREWS w/ 1 NE SCREAMS f i tYOc. NUTS 0 I I 1 USING 101,,-20 NUTS I I I I u 1 OR® .• i1 r 1 aR 1® 1 cit OR OR 1® 2WOOD PLATE••t'Y ,L REO'D. 1.160. N APCON WITH AONANCED 7 4Y TAPCON OR —,/44 TAPCON OR TREIDH)RN TECHNOLOGY w �APCON WITH ADVANCED �t TAPCON 1rOF1 ADVANCED 1 2•.Ulm PENETRATION OF ti THREADFORl1 TECHNOLOGY• 1-11SEE SHEET 4 FOR TYPICAL THRENDFOW SRL PuiE 'tn W/ Ifs.TECHNOLOGY ATION AREA NIO PLYWOOD. �� W/1/z'HDn.PENE7RIITION OF SER ASSEU OAF (SEE sCHIEDULE ON aMIEEr 18) EXISTING NN.2:4'STUDS (SEE SCHEDULE INT SFPLYWOOD. 2-MOUMfNG EET 16) COMBINED ISECTIONSN ANY AroBE REOb. 4s FINISH WOWru2j1ft DF W Fp PLATE. t/Y DS COX PLYWOOD U RM' O 16.O.C.MAX RE.TIACH SUR ANY INSTALLATION. (SEE SCIOULE ON SHEET 18) PLYWOOD 10 BE A1TACtfFD TO 1/2.4N.ODX WAIL FINISH -SUIT YN.2 ic4'STUDS O 1�'O.C.IA1L REQ'D. STUDS N ACCORDANCE WITH PLYWOOD REO D. � PLYWOOD ro BE ATV,CHED TO STUB N ACCORMNCE SECTION 2322 OF THE F.B.C. ®HV WALL SILL INSTALLATION , WTIH SECTION 2322 OF THE F.B.C. ♦�TLaTAAON�Il,�OF ©HV WALL SILL INSTALLTION ®HV WALL SILL INSTALLATION ¢� FLORIDA BUILDING CODE Ron High Velocity Hurricane Zone `"0%%J1111111111I1ty ®2013 EASTERN METAL SUPPLY,INC. pwp— r '- BERTHA HYD+ ZEN IL E C O iNo. A.S.S.A■ Accordion Shutter System V.BLADE t W OR 1I O H.V.MW WX s H.V.BLADE �i American ShuNer Systems oescoffa DAx DPWN Br. N.L TIl1JT TESTING dr ENGINEERING COMPANY - esu N.M.JHA F..St..Toa,VIMM OARDOM nGaw Jst4 AssOOIGtIGn� Inc. 1 OLD I1-1N 04/13/13 WL- 04/t3 15 (=)8TM-1a30.Fos:(soa)e�1-1a31 4268 Westroads Drive z ��• LLyyORIt)P ••��� ` nd:Qt-aoodM West Palm Beach. Fl. 33407 a DRAWING No 15084 i��i'.CICs,:( •'•����``� WALTER A TI Lr1.k.P.E 4 P.E�" DATE FLORIDA Lt-0 441167 6 SHEET' 6 18 OF 28 END INSTALLATION 1 H & HV♦ B N. WOOD STUDS. Y.4 IRN. 1/IY tFJ'CM Oft TAPONi r AWANCED Tt10.'Fl.OFD>atS A VPLPU nN•1eIL Hoon W001f(AS Asoros AFKl10RS O d aaG 0. 2 STUDS RLG'0. SnIO."i film \ (AM'#E� 1 f Y t i Ukt TtiF,ADra \ % On"Q=MENr Y/rk�x //�2 'as t ,aasr, N.ITIODa F M Sil1D5 F]O6T. BoomGIM -00S—GUM 't , qus WL SUVAMM tti 10 SOl1rilE ON9£(fT ,/2• J 9IGrilfTnMr1sEma9g�t T • T*pp T' aKgLar5EPaVOM TO gm 12 FM ao 01 TrIT � } asT —Cw. 1/1 WL OpON E2A D. ArACLOMIDWODai I dL A�ow" ' mFu TBn tM ps Pa rwc . 9116— I:ia 16c �ia1/Y sus _ �awn+® 1e hce d fYflDt A'ad0 S >n waAr�•IIQ t SEE EETNt.X t .{'l1 ooCccrt enol Fa aG. (/��O a n sws m' wlixFcnolR. CR�e S" la TRW--CS SM OEM X fOR-J -L0C-�,s Svc cotacam To TPA= M TPA= Q�•(6•®@©-� o•a•a�-o• c>f• -®•a�•c-®•®= aa•c� •a�- c�•c�-®•ab®- &ID-0.0.0-® END CONNECTION DETAIL 0 END coNNEcTION DETAIL(`�} END CONNECTION DETAIL V END CONNECTION DETAIL Q a MXW0 MLT MR*MO MAM nW Ir-o• „I/i t TAPCM OR TAPOON //4.TAPtXp OR Twee E7 TM QVM 18111 AMANCID 11a6/1DFUM HIM ADVANCED TIYaEFOFOR / _L lA7NDtOf"t'IN UUAW TUCIMM ffw mmm •��. 2 x4 UK 1FD00 �Y1/Y • . Y 1 tfY i!!L 1aa SRW REo'a "TO Sn"o IM as .raA sons o,x'as UMRAIIGNS OF USE OF /fo.1�2•s/+s. �+ Ole a —13= 1 a Ur SIfEEf 28 . Qjw C= rr IaN a 12 FOR Mam" T ' ,2 FtlF 9/LE MO FORM" IA G) • s fpm • 4 • 4 6 oa(LJ""�°R t3-•Q•�"'v`�—t`J•a^i= 1WtL rsatt Yri•,(DL YDoo YAiL ©o"��°R�°R® c�-©•c�-a�•a�- _,�RFD FD.�1 =®°-e :a�- pLAN o•0•0-0•0•0= 0•0'0-0•0•0: o•a�-a�•c •c ®•®-I®•a—•Q� I?�1A1L X ENO CONNECTION DETAIEND CONNECTION DETAIL © FLORIDA BO NO CODE J16 Mi h Velocity Hurricane Zona 1q1 rI/II 0 2013 Fa TM YEr&sumo.ING s,,..�;`� �` BERTHA HVA A s Accordion Shutter System ,, 1. E c a ���. ■ ■ ■ ■ iLY BFIaCE i w CRN o HY.TAMN BLADE a H.Y.BLADE V`/ '* nWT TESTING do ENGINEERING COMPANY American Shutter Systems ccsc,nrroll oLn rnAr'1(m 6,.t *; = Asaootatton..Inc. I OLD ft-/Ft CF/tajla WE 04/13/15 -o'• S1ATE OFP.W.alaeP.W.- M&St.St.X%VMM wCam"M u, —k• :( PO—,(30)$71-1330.F*-= (305)871-15314268 Weatroads Drive Pf2 DRAWING No FkOR t1�',d r man:ut.Ccoow.— Wast Palm Beach, FL 33407 3 15-084 ��Ai fi'SSl �j...������`, WAU t®�1JJit E a SHEET P.E. Stt &i6iU►1112EfdATE a 20 OF 28 I1875" ► 11-------------T=_======7-------------1—, 1 {0625- tz'MIN.TO CLF 06325-0625"1' I EWE 7° .0625• EXTERIOR 1A SECTION X—X I I IN AINDOW BLADE SCALE: 1" = 1" �p .1875" mPi"E 3.0 OWNING ► .0625• 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW \\ i o.os25• M RESINS, UVVRCPOLYCARBONATE STABIUZED GRADE SABIC EO EQ I INNOVATIVE PLASTIC LEXAN 103 RESIN 1 ALT 4 OFE1LBLAE> (SEE NOTE "F" ON SHEET 28). . 0E 1, I 11 R1.7500` f/ I I 44 EXTERIOR I I / — 1.3750' Lir VANDow 1 / POLYCARBONATE SOURCES FOR APPMABIE RESULT X02.8750TYPICAL PROPERTIES PANDMm MM We/sonkc bpo RxREFERENCE „JWL AM UCAYJM tat 3103 LIYM Val?Mw \ I P.tlrslre(: I\ I ON�3/4' I SPECIFIC GRAVITY ASTM D792 0.043 6,in' 0.043 Ib/nn 1 BECHAwV`21- 2 1/'.-MIN. I I TENSILE YIELD STRENGTH ASTM D638 9.400 p.sL 9.500 p..L CLEARf SEPARATION I I 02 /4' FLEXURAL STRENGTH AT YIELD ASTM D790 IL500 p.sl. 13.400 p.mi. LEAR FLEXURAL MODULUS ASTM D790 310.000 P.M. 345,000 p.91 BETYMM I I BETWEEN 03.7500 OPNMAEGS i — I T .0625• 625• 03.0000 NNOOTCCH D ROD ASTM D256 18 FT-btin 17 Fr-lb/.n FI=MNQ DENSITY ASTM D2843 47.2 s 64.5 x MAK \I SECTION Y—Y RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SCALE: 1” = 1" .7$00• SELF IGNITION ASTM DIM 1040•F 960•F ASTM 0155 I\ /I TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.3i. 8844 p.e.i. \\ I EXTERIOR ELEVATION TENSILE STRESS BEFORE WFAMERNG ASTM 638 8461 p.91 8800 p.31 SCALE: 1" = 1" 12'MIN.a"R410E ' TO BLADEEWE TYPICAL TYPICAL HV WINDOW BLADE AND SCALE. .3/8"=1' POLYCARBONATE HV WINDOW DETAIL ' FLORIDA BUILDING CODE Mon High Velocity Hurricane Ione �`��`•Q���a A:TI('��r.,,� 0 2015 EASTERN ICTAL SUPPLY,INc. • vCEN ''' '� - A S A BERTHA HVL+ Accordion Shutter System American Shutter stems W.RADE 1 W �R r o KV.wumDw RADE k KY.TIME TICCIT TESTING U!t ENOINEERING COMPANY DESCIWIM DATE DItkW 6r. M.1.. i STATE OF :'� am N.M.San.S1.St..wo.w oraA fJAOD6 nAUA AI Association. Inc. + OLD 11-1N w/15/15 auE o4/t3/ts (3051871-1530.FM:(3115)071-1531 4268 Westroads Drive 2 ��:• �OR10 �� o—mat Ulte..0-1com West Palm Beach, FL 33407 s DRAWING No ., s'••.......••'('�\ .� FLORIDA ED-0008719 44 15-084 7O NALEN`.�5``` wAnLllf44 vs 4 SHEET P.E. S1fL/�91(3�M'IURE�DATEU.�' ts7 s s 27 OF 28 ^� ` V 816M ACDOIRDION SM A q ,.VAX.ASO,aFSr«E FRESSURC>zASIRM 4110.-11e P.ei. 2.NAY.SHUM SPAN:w J.AEEITI,ED V. 06 T.GRA0.4 aNON 9a 1 0.�:AS N41L AS If0Bt4f►rC.S M1,4 T.Udo IIION9tE£_f3�/7���8,'pyd-fA II�-0-BEYEiE7�AT EGO=4PPOSRO�tAYACCESS FAS£OF Ot>re 0 441114Y11aaWUUFif WE OF 7YP.EAl ENO ♦ r ♦ r ♦ ♦ {3r"W}{pi¢ d[aR HER,dtKE SPACDQS SIMM ON SHEEP 27. fEAx s wumows (8).LGK U ANMM FRW TOP OR Bartow 8M W W�oaw S ADE VAX 5D AT NN h OF ANY 3v HOLE For: SRN�L BE Ur. WINOOW BNOEALLOUM00"OUT FRaY Sf/fttEJS AT ENDS titiY 8E EN 4 a e s r s {p)Not W6OCYl�I8IA0E�MU5E BE USED AWMTE TO A SOLO EN MADEUt vv-f- (TfEEjj�dlGF1a1F SMlITF]YS WO1N. 4 • . shgqt� • ♦ GfADE,AT ElRflt SDE OF 7fEN NIALWAYS DE U15DU1kD AG4FN tENF TO A SOLID SEE END 8bs (F,POIYaARBOt NN w""0 Swu BE FETAL ED SO TIbS FfCE THE IN03M OF 7%E OPENING BEIM PEWMED.NV=I" OUST BE C t1 ♦ ♦ g • ♦ ♦ ONLY WTALLW ASID LDC%ED USING A FN SETTING TOM of ASSA. NR DETAILS ON ' Q SEE ANCHOR SPACING SIG FOR WOOL ATI N S INTO MOOD FRAME P t g t; � SEf£F t0.AS Lima FN spmAtm AS.D DESIGN LOAD{SEE A AYE} 6; T.SEE ANCHOR SPACM SpfDER.E FOR NSTNtA7WNs NCO POURED CONCOM OR CONCRETE BUICK WNL ON StITIE7S.13 a 14 AS LOVED BY SPAN AND ASD DESIGN LAID{SEE NOSES t a 2 ASTM". L UWWXI SEPARATION is Goss SCHEDLU PIN ASN E 1GOBe O N ,YP TOP�aFOR iTOii ) WINO ZONE ..•.I Mih4W SEPARA7iON 10 GLASS 90 I TFM 3 !' EL.EV TION — SEESa ulu 1°z „voEr� 4OMSFING GLASS 82a _ ���= —� ___ AaaNscA�FONeAosrDa� 5 1 \� 4 t �- 6 CENIERNMTEs � / rtmwc W/O OR NOTE 4 ABOM ® `�PLAN~f / TYPICAL - 'HV BLADE WORKING IN UNISON -WITH HV WINDOW BLADE1� 'SHUTTER* N.T.S. FLORIDA OU NO CODE (Von Nigh Votocay Hurricane e ,It1µpINElNll4///A/ 0 2015 EMON METAL,SUPPLY,INC. BERTHA HVTM m E C Q► iNt.\ A■S■S.A■ Accordion Shutter System V.BADE t N OR V 0 N.V.W W BADE dE IAV.BADE fA % —1 AmeFteett Shutter Systems oss�ga TE OPM 0V U.L 71LUT TESTING do EEEGINEERING COMPANY CAROM RAM n1 /tee06IQtIOfl. Inc. 1 AND Ih1H1 w/raps CANE: 04/13(1S 4288 Westroods'Drive a DRAWINGJ2 . o-m&°x"000a'° West Palm Beach, FL 33407 3 �F• v`�.�` 1 LTERF�t19 P£ 4 15-0 "MCA uo.1 44187 e 2 HENT