Loading...
HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number:ri - � II III I R ���� "R Buildin Permit Application a 0 5 20V g rmit pp Planning and Development Services I:1ERd&ITCIN.G Building and Code Regulation Division St-Lucie L":ou11t�', I-L 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462=1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line Address: ,EC�00 palet? ,�It✓C"c1 Legal Description:}��l r ^yr �! e✓AQ �✓c `n 7 ��J( c, ✓-� l 3�12J�ll�t�. ���10 Property Tax I D#: Lot No.� Site Plan Name: Block No. Project Name: 'Yi e-VY7 A n i Setbacks Front Back: Right Side: Left Side: o f Gn.pv 7 C /?'0 /*1 007 Additional wor to De nerrormed under tispermit-check all t=appy: 0HVAC Gas Tank oGas Piping _Shutters F Windows/Doors Electric F]Plumbing Sprinklers Generator Roof t Total Sq.Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$� � _— Utilities: ]Sewer Septic Building Height:Ell 1111111111111111 �J •p Nam e Name: Address: S' 0 E o rnL J Company:,Co 7 City: S f State:fit' Address: &Wo' L c Zip Code: 3 ! s/ Fax: w.%f. ►- City: State: Phone No. ,: f" 4-7af- Z12�Z Zip Code: J" f!�6 Fax:722_Yd1/ 42jT E-Mail: Aef 1A Phone No.77.2-4/6"A al`C Fill in fee simple Title Holder on next page(if different E-Mail: Ta`i- ,S zJ&TG ,V4400.Go r•�+ from the Owner listed above) State or County License:.4ce_i,3 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. i ' DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: Not Applicable r Name: Name: Address: Address: ,P ,^ City: State: City: -- V State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: `Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: 14 City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie Countv makes no representation ihat,is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review:your deed for any restrictions which may apply. in consideration of the granting of'this requested permit,1'&hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a'full concurrency review:-room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded'-and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. 7 s _ 196a ure of Owner/Lessee/Agent lgnature of Contra r/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF ��0,1� COUNTY OF A L 1C I C. The forgoing instr ment was acknowledged before me The forgoing instr ment was acknowledged before me this day of 20 jby this day of 20 by a�n-ynlq(� _(�VJA_ S14 1A it', (Name of person acknowledging) (Name of person acknowledging) A q, k �,q(Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Personally Known OR Produced Identification Personally Known OR Pra u d identification Type of Identification Produced Type of Identification Produced ,,,�r,,, •, '"•,, KAREN S N 1 L S E N. Commission No. KARENS � LSEN Commission No. , "h 1563.7, mission•;#r 115637 missio '* *= - *" My Commission Expires ;9 0� My Commission Expires sKl �,• 2018' june 12, 9 JIMq,mn�u c Revised 07/I REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 4315938 OR BOOK 4004 PAGE 982 , Recorded 06/05/2017 02:38 : 27 PM PEP,t -FT1"4C- NOTICE OF COMMENCEMENT St. Lucie County, FL Permit No. Prop erty Tai ID No. /-3 12---_,1116 o —O O y,9—000 f State of Florida,County of St.Lade The Undersigned hereby gives notice that iawprovement will be made to certain real property,and in accordance with Chapter 713,Florida Statttes,the following Information is 7 provided In this Notice of Commeacement. p Legal Descrotion of property and address If available s0&. I.*�/ P�%4 0 ,f,�p�6�4 J f / o el 3 i�J Or 9 D� General desexlption of improvemetats � Ownernessee n t�r� 1 '►'MA r Address ip Ct r D �i'h'J 61/� Interest in property: w Fee SimpleTitle holder(if other than owner) Address i Contractor/C04-5 {� S S PYoae# Address 6a 3 b SL Lu e_�-e-_ 1.��fv,4 j1je,,-e'e Fax# 7 4141- Surety 161-Surety Phone# W Q t- Y r%_ Address Fax# cn"- Cr o W CV Amount of Bond O. Lander Phone# ►—O x Address Fax# '_— Persons within the State of}~lorida designated by Owner upon whom notices or other documents maybeservedfi W ui M by Section 713.73(a)7.,Flatqa Statues: 0 0 W O o a, Name /1r/11 Phone# U U y Address Fax# U-W Z Z LU In addition to himself,owner designates v Ph one# Fax# v~i to I.-I.-0 m J to receive a copy of theIdenor's Notice as provided In Secdot 713.13(1)(b),Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMkNTS MADE BY THE OWNER AFTER TFM EXPIRATION OF THE NOTICE OF COMMFNCEWN'F.ARE CONSIDER sFD II1PROPBR PAYMENTS UNEEIL CFL713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR ROROVEMENTS TO YOUR PROPERTY. A-.;UnCE OF COMA MIZEMENTMUSTRERECORDEDA`IDPOSTEDONTEES]OBSITEBEFORETBEFUWINBPECr1OXLIFYOUINTENDTOOBTAIN FINANCING, CONSULT WTTH YOUR LENDER OR AN A BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMEICMENT. 1 ' aTn—W rlEame,orOvenees oflAswes AatkowbrA Of6aQiDhvde lPksbLer/M aaVaf SiViatare Siratmfs THI61015ce State of Florida,Coanty of Admi, edged before we this �y .day of wbols ersonally known to me or who bas prodteed as idettlBcaHon. gn a of Notary Type or Pr, t Name of Not (Seal) Title;Notary Pabiic Commission Number 66-1 5 _ _ Minney S.Joanbaptiste NOTARY PUBLIC STATE OF FLORIDA Comm#GGt 05923 Expires 511712021 lw ri': Coastal Shutters And Stuff (772) 335-9198 Port St. Lucie 772 461-2116 Fort Pierce CUSTOMER'S NAME PRODUCT LAYOUT SHEET r � r `y * M JUr9 n �gV PEhI:�ITTI,MG St. Lucie 0ounty, FLS 1J ry ill dmf� � — — — ia— . — — — i� O During installation we must have access in and- i ACKNOWLEDGE AND UNDERSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay t balance due. , CUSTOMER'S SIGNATURE } y(j � leaf GENERAL NOTES 1.BEBnu►R�I((.dOCOR010N 5MlltEN SYSIpA Et10WN ON 7NR PROOIM7F EVALUATION OOCIMENCHR1S�t`l!�im affil 1'FRi1Q0 FOR OOMPIIANCE M POCORN4NCE*NM Tl1E�2014(dSN EDf00t1}OF IkE itANOI . BtA1aN$1YF1E INi4 AO= SITRHER MUM MAY BE INSIAIM AT tip{vaDCTr ZONE". OEMN WIND LOM$SITML BE OEAERIMW AS PER SECTION ION W IM ABOVE MITIOIIED CM FOR A W0C WNO Mw ROOWWO W of AIIOSOLC3HMd W M SWUM Mal. TABLE OF COKE= BE N VU01'ET8 A DRBMONMM FADIOR Kd'OC83,USHO ASCE 7-10 FOR MVUAMOW MW 2014(501 WMMO FRO AD SPAL NOT WEED INE NAMIN(AS.Ot) DeMN PREM.FS M RAIMOS*"MUW ON SEM 12 7NM 17.2%26.28#26A ..N ORDER TOVEr6Y THE ABOVE CONfMBON,MUM OEMM WWW LOWS OIE MAHM PER ASCE 7-10 SP L BE nRST REDUCED TO"06 Ou=WMD LOADS AREA Is W IlIPM 01 &At M BY WUMYRO WIM W 0.6 N OROEA TO WWARE 7116E Wj WX"Q)OEM PRESSURE RWW MCATED ON SILENTS 12 MW 17 25,2%28 k 21YL 6ETIERAT.NOTES 91rEt 1 N ORDER 10VrWY 7FMT ANMM ON INS PZO0..AS MTFWK NOT OVER3iIMSSF.R A 33 ti NCRFASE N At1AWANE LCM FOR WO LOM VW M USW N IMM AMM BERRA SM=COLIPONE7TS 1-21 SHEET 2 HEV.ACCOWN M SMIER SYSMft AOMMY FOR 00 AND LOW WWU WPAOF LOAD NAS OOM%M MD N FICE WOOROAMIR BECTON 1628 CF TLE ABO.E iM?TNNED COOL AS PER AOL RSYSiO1 OOMPONENTIS 21,11 St1EEr 3 -tiv RUDE TO/0214M-•0.7.JUMAI-O3,/1001.01-WL f1214AI-O6,/0317.02-O0./OW$.01-10 AND JMIW1-11 AS PER IAS 201,TAS 202 AND US 203 PROMCOM TYPICAL SMUM ASSEMBLY 38-0 SHEET 4 -W OWN BLADE @/OWM-08 AS TAS 201.202 k 203 PRUTOMS AFD MMI-DEI 13 FEN LAS 202 PROTOCOL. HV BjAnJrM AM W wwMW at ME Ah -11V aIAOEO!/0122.D1-as AS PER IIB 201.TAS WZ"AM TAS 203 PRMCOII? TfiWAL WITTE'R ET6IDLTMN h NOBS ON to= SHEET 6 2.NF OLMMMO W EEADEQ2 WE QMWM To WORK N WSW WLM UM OTHM N AREAS WERE IM DESCH PNF.SWRER'IRLOFa7 M MU 00'ZONE 3 TO plEFOOR ZONE 4.UM N9TAIJATMN KE49S A-F.CONDfW 8i!)Cif SHEET 6 MID ZCNE UM 6E CLEARLY MENTIR D N ACCORMU WIN CLMPTR 30 of ASM 7-10 S AMM ALL MOMM CONORONS AND FASTENER TYPES MUULE3 MUST BE APPLM TO THE MSMLLi10F1 Mu"F-(.CONUMVIIIM SHEET 7 CORFp MUHO e1A 20M I=MML idpM Iia1t1RE OM FOR NEL SPRR M 10 GLASS.011WAiM OF IND ZMM 4 ANA U As NUL A6 1AWd1Y OF COMPONENTS PDR W GIVE i CENEERAIMS� QEDYIS}N k 2 ACMUM SHMM SYSTEMS FOR VIM WWO ZONE SM BE PREPARED AFD CUUMIM GY A FU>IUEM PFf,1S1E"M FJICOM OR ARClirELT BAS1II ON 8MCM CONFICUPJ"AND �T 8 ASCE 7-10 SWOM AND SHALL BE TO INE EMMDMA OF WL AT INE TIME PWO 8 APPLWD FOR. CENiERMATE AL'EEMMI i8 DETMLS W SHM e W BEADS i&10 eY WWN MADE gAREDENCEMIItED tO WORK N 1MSOH WON OW DRIDF II M THE COOK MUMS TND CON COMS OF USE MDI`ATED ON SIM 2L CENlEWVRE oums HD SHEEi to END CMKCi H OETAMS 1-6.COMEEE/81ACK SHEET 11 3.SCRIM IM AOCOROMN PN9 MV sOitk]Y91 UpD AT RAM IWMC Mq MR off=MOUNT OOMQCIM TO TRAC16 MUL 8E/14X2.76 AMD 14NE.73 RESPEMMY 410-HI LINNW MAKpMAE SPAN IiUM SHEET 12 SERBS SUYNLW3 SM S A 131LO W MD MMM AD 1110 lCd TWU WREMOM PM 01ALL.EMC GLUED ISM 8ER'I M W COATMMF SMM AS WNSAMM BY �� ��K S'NIt',EE 13 APPROVED COBH6 APPiM100%REOiSTERED WON AIWMCAI MITER SYSTEMS ASSOCMMOM PNS MIST SEAR TIC W UARI W ON THM HFA0. ANCHOR S(�OIRE CQMCMM lr MM_ SHEET'0 4 TUSH D 31CMNSF3 SIWI BE ALUMNW AM MTOI AIM AM 704PFR AS 09=0 ON SFR.EE'3 2 AHD A UWAN YM STROM M FOR BOU-AS MSFT LS 31.7 Fad ANO 35.7 kil ��,SUM �ffiMME k BLACK 14 NIF7t AIMM SCHEDUIE-WOOD SHEET 18 3.ALL SCREWS IO LLE OUPLY g FUX 304 CR Jib W SSW OR 4IIA3IQdt iZDOTrAtiF COATED GIR80l1 SIEFl AS PER ON 60018 WRH 50 Isi idM.YM SO1fJiBTi1 AND 90 163 uN.TETISME ANCHOR SrrtMLE-WOOD, SHEET 17 5TRDOiH k S4IML aOLMtt w/ELOtaDR 811ED0ri COOS SOCOON 2411.3.16 OWAL Ai'WN DEEMS N-R.XCOO SHEEP 18 e.BOLTS TO BE ASTM AW OALVA IM SIET:I.OR AS 301 OR 316 SERFS SOIAM STEEi VM 38'k d UNHMA MD STELUML 1NSTAIIA710N OEFMLS S-IC,Wool) SHMr 10 7.SEE TILE fOUOMvii SFRMIS FOR ANCtOR SP8001G110!@ ITV SMEG 1414.13.76.17 Q 26A END coNNECTTON owu 7-12 k Y.WOOD SHEET 20 W SIAM -26. IN WMCQA 0 WWWW N U MK'13.14 k 18 AM & HV BLADE QA(]HLY 8.TM BEIONA}�V.1CW.SIMIt1IR SYS M BTAR6 AUS.PA7BEf#"".WL=.MUM OF IM APPROVAL ARE COYEREAS N IA MM OR IN PART BY US PALM OW468.178 6SUBD 10 � WPICAL SHMM ELLYATKN d NOS ON to= SHEET 21 EASTERN 1tEFN.SVPPLY.MM OMMUTMNN OURIS AK-W.IANOEtE SHEET 22 B.R SM BE THE MWONSI UN OF THE C WWTOR TO YDIW THE SOUNONFSS OF IHS SIRMU HIE**PC SEOTFR IS TO BE AIIACM TO M>SURE PROPM MIplERIY06 OO"WW TO CENEFRYAiE DEGMS NO SRO 23 SM/CALK Alt SHO=cowomk71r EDGES"M REIMYL um FAUDSM MI GNOMIOUS GMTAOr um INE BWDNO 70 PRDO#T WMOJRAti WMUWL GM CONWUQON OEM 1-0 R X,tONCREIF ft= SIEEF 24 UA%81UM SPIN TT em SIM 2A 10.EACH AND NOLqMf SM SMP�NHFES CLABEL IN A AGE OR WCKEALL HMM WH WPM Y AND WCIGA. MMOUNMIO P'FRIDOS OF NU(C1N`iViE 1YARF6NGS"MOWNER.MM-0R MMM WSF PROPFALY DOSE A!. ANCHOR SCHEME,COMM S U 20 it.SHUrRR BE KACW MR OPENRIM 1 e 1LING TO COWLOCATM ON ALY WW MYVME SOC IMAL2 OF THE FlAnM SUOW 1111H SECEWH 1710.8]OF ELORMIA BUM.DR10 COOS OPE LABEL AM 4• HV WWD1ylY " Ob ONLY 72.BERIM TEV.AOC MON WWMR SM M'S N3rMEAMN SI ML OOLi4.Y WIN SPEC$DONNED N THS oRWW PLUS ANF MDMA NO ZWW MM"110ES PROVMO BY THE.NMUSOIMM WHERE FEW t$A'P7&D I0. TYPICAL YENDOYT BLADE 3 Mmow1EUR SHEET 27 13.(o)IM P.E0.PREPARED BY TM ENfYNEER S WWX AVD DOES HOT PROVIDE M*VRYK N FOR A SNE SPEIWIC PROIBCR L4.IPM 71W SIZE OONDIKNS DOMME FROM 7W MM TOWAL SHUTTER EIEWI M SHW 28 (D)G}NIIWMR To OE REWOtISIBLE FOR THE MMTM PURMSE A"IWALIADON V MONO LIFE SAFEll OF IM PROOMM.BASED ON 7FM4 P.F.D.,PRORDED F1EAM TOES NOT DEME (D!."1 p....... KLL FRW IW CONODIONS OEFMLW ON 7TSS OOM M.COHSTRIICDON SWM SINE S THE OONIRACOWS RESPOHLS4MM. AREA & IM yvWDay�MA�•_ • (0)1303 P.M UL BE GMSSi MO INVALID 1F MIXED BY ANY MUM INMALMTION DErAMS,LLEFAL WW®F.IS SHW 28A (d)SRE Spam PFM=Mu RLYEWE PRO. AM*0 WIL PF�R 1 OF itiE P EiY1E0 OF 1tF700A01 A4RMD�A4 A Oo1.OATED tWi9i�N TFVEEP.£A ETVptid]t SOBIMr�IR tATI TFE SOE SPECFIIS MWEL (a)CRICRUL PED.OWL BEAR INE DATE AHD OMCIUL SEAL AND SK4IARIRE OF THE PAOFESMMUL DMa M OF MORD IHAT PRWPAED R RJMDA 6UI{DtWa OODE h Y6Iocil "upfccM lane 4) -• I II1 !lAAAAA .. O 2013 LC H um SUPPLY INC. THIS DRAWMIO SHNL ENJLY 8E USED TO ,���S�EA A.T/ '/AiAA�i --�...�.� �suc- a H `: - TF1A V aertAlN PEIaETts IN THE STATE OF rualaDA ..... �y �� A Accordions Shutter system �1lLE E C Fa • ■ v BwoE s at r My y- "iAmertoon.Shutter SydemsH.A *� TTLlJT TESTING Q ENLNNEFRTNG COMPANY u! . % a"Hao M&U.1Y..In YEMEN WM M nMM 3310Aef00{QttOTia Ino. 1 6I0 It•1N 1slIS oAm 04 13 1 ft"o E(30S167t-IOM.Fen t(306)671-1631 4268 W66troods Drive ; ..On lD IAO rmass 6Mao/eootao s W66t Petro 8e6ch, Fl 334x! s DFIRWINC5-0 No 4 •.....NO\����r UK�E=Aench�1u1ai 6 15-084 P.E. DALE SHE n —K"tO111t1 w um a• 01 -IM-SOLID BLADE Q kiY BLADE �L( UNNNISAL WAIN ' Q5 HY 9d'f 1 R STARTER UNDER US PA 1J9 COVERED UNDER US PATENT 8179 Gt{AGA �QR USE W/ _ gtMWIE0 FDR USE W/NV BLADE 1CU&O2 QHY oIBEGI Nv BDE�ydc 5063-T6 ALLOY ANR TEMPER OUAI.IFTEA 115E W/ 6065 iS At1OY . ISM UINTAWNS OF USE OF KADE 0 ON SHEET 28 6063-1 AND R t2' D TEMPER .065• tlDa • - 1` 1LV @Hv 920 BLADE 1 6c QUAu 6IADE�Ai`W NV Hy 18ENCH TRACK 6063- tEMPER 6063-Te NP£R FF1( SR E Wj tN QUAt1flE0 f0 U NV BLADE SSR, tZJ OX ' gM& R HQ 1 , BUDS 1 6063-76 ALLOY AND TEMPER BLADE f do 2. AND ENPER t61ti1�E+ VARIES I" 6N3-T6 ALLOY AND TEMPER y, is r q w $ .t , Q ato t.SW 670 •F?, t Sur HD GEIUKG HUM/ U f36t� 11 HV CEl Ulr HEADER EWDp f ONLY Q 1�4 ALL HEADER/SILL ���( OER/SILL O FOR USE W/1 V B1MEMONLY. Ta 4w SEE FOR USE W! Al BLADE 1 1 t L SEE SECBOtiS FOR V SEE SECTIONS6ALLOY AN VAUDIIY FOILUSE W/ 4UAUftEO FOR ALLY Nv B1ADE 1Q6t02 6063-T6 AllOY AND IEYPFR 8083-T8 ALLOY AND TEMPER RUDE 1 ONLY. 6067-T6 ALLOY AND TEMPER 6083-T6 ALLOY ANO TEMPER A D Tt 12 Xvim �m X Y t 2' r 125 tt tAx, 0 r s-MALI 1/6• 111W W(D s r ao5o ® r a•MAx.a1vY a,n• t6r(z} GORHER FN= (1� *,IjDE ANGLES 1(j zs r tux.061 ataa• NYQ USE W HV , gTLtL1FfD FO 1LkE W/W OUAUFM FOR I NY B!,DE 1 A ` ' (& 6083-16 ALLOY AND TEMPER 0063-=0 AND TEMPER B1J�DE t" D EN � yMlLtllltJq�f Mom II CODE Y Kind aR6 zone SLIMY, V C s�• vsJEN T� BERTHA N� TM x A '$ SA .A,cmelon�shU,� System iL E C O IMc. • V.BIDE f 1r 6R0 1%WWW BIDE a KZ WIDE i1t1R TE5TRfO s ENO(NEEAINO COMPANY Shultsr "isms ORM Q6N.L. 4:,� '• *w ILS 3"L1.sL 30%rTlatat 0180 �MINA 3St AssaslD tions Inc. t OLD/2-Rt a 15 Wft 04/13/15 Ptww t v 4288 Westrood6 Otive s DRAWNG N o ' West Palm Beach. FL 33407 a L 'Lmnu6car. 15— 08 agttfaAtn./M16, a SHE P.E. SE /SWTUREf DATE • dil a HO R 6 r,sORt gAw FWKW .31 © HV CENTERMATE ® HV LOCKHV EGRIESS 0 FOR USE W/ W BLADE 1Q& ONLY NV FLOATING CENTERMAIE 9es-T8 ALLOY AND TEMPtR Ql> FOR USE W/F(V BLADE 1 & ONLY QUI F0 USE W/HV ®QUALMED R /w 6063-76 ALLOY AND TEMPE BLADE 1 & ®ONLY. ®ONLY. FOR USE W/HV BLADE 1 ONLY Oa 2.874 8063-76 ALLOT AND TEMPER PLASMHEAD ' MOLDED 2. SCREW N Li JLW AFTER RNERNO b N 1/4" —20 x 3/4' /'� t IarEtext lorS.S. THUMBSCREW*WJM � ��-20 RIVNUT+ OW H Rao AP/W 1 0%AS ABOO LARCURED (A V TFBt �l�� � z,�. � Lad slrtr Nulsatr.Pxa(sem,As saxuuniuD er woes. ppE�������' CHOW TDOOW PASPPW.WF JOW OMM OR EOWe_ ' PI/Ir � FRONT f1EVA10N ® � » � .p�pry !• © LOCKER FOR-"T" LOCK CENTERMATE QUAL1FIm FOR USE W/HV BLADE 1 ONLY QUAUFlm FOR USE W/ IN BLADE 1 ONLY V FEMALE -T LOCK CENTERHVA QUALIFlED FOR USE W/ HV BLADE 100NLY 9083-76 ALLOHV ALTERNAME Y AND TEMPER ® ®W1W�F�ONLY. ® Q MA ONE W 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND 7EMPE BLADE 1 ONLY. 9 3.161 THUMMURN 063• C7LIM OR h .09 .274•• LEY CYLAM b .b,e• amV W& 00 44 1.125'Mos. HD XA=NQ=I KING QUAD (ISE w/ LiV BLADE T . & 2 ®QUAl1FIm FOR USE w/ Hv BLADE 1 . &(2 ° 63-T6 ALLOY AND TEMPER 8083-T6 ALLOY AND TEMPER PARI 12•UN. QUALIFlEO F WA E 1 ,®&Q2 *14'0-20 as.OR a/ev-ie 6063 ALLOY O 7 ER LL ,__FQ2_F �� OR KEwscnx+omOOKING RODD tn iter t/+0 USE W/ F(V BLADE 10&© }fl/ 1 4 —20 AISI 304 er RE6ENr®MOROSE LOCKS sT>aEs 2333 HOOKt10ULOCKTS ALLOY AND TEMPER 3/8 0—�s ACETAL / - RACKSREQUIR EMB6" HOLE r �LUF{U ■T SCREWS QUALIFSED FOR USE W/HV BLADE,(1.4-& •THUM RM QUALIFIED FOR USE W/W OWE(D..@ WAUFIED FOR U BLADE 0&© FLORIDA BUILDING CODE K h Velocityhurricane =one O 2013 EISrDLN NEIAL SUPPLY,INC. `� ��,• uce • A S S A BERTHA HVTm /711LE C O rLMr:. Accordion S hutter System * �Y v BI WE t W/0611/0 LLY.100 BLADE&LL1r BLADE oL Maw B 1 r NL TICCIT TESTING ENGINEERING COMPANY American Shutter Systema 09SCftw STATE OF :' � mss Nfl.aaR x.sr sea 7aaaw wmDau rsaabs ssi Aaaootation. Inc. 1 OtD n-tri s/Is Lase 04/1s/13 y N13 (3oa)sn-taw.F�s(305WI-1531 4268 Westtroade Drive 3 DRAWING No '�i�4(S•.,,• ,••..��\C\`���` r oan West Palm Beach. Fl 33407 3 4NAL�N,.�`` W LM A tRTTr O P.0 415-084 P.E, SEgff I�IV►UREIDATE rsa+a L;.!4t1e7 3HEEr SHUTTER ASSEMBLY SCHEDULE FOR 3/e'0 HV HV 0 ANP_HY-0 BLADES. 0 HV BLADE 1 ® FIV BLADE 1A � N 2U HV BLADE 2 or(Z HV LONG RECESSED NYLON BUSHINGwpr?HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER EXTERIOR •� 4 ' ® HV WHEEL CARRIAGE AISI 302-303 SERIES 41 4T�• g 0.870"x3/16" THICK NYLON. WHEEL. i 3 0.188"0 AISI 302 SERIES S.S. RIVETS MQ or t( 4 or 4 HV 1 3/4" ACCORDION PIN W/ #8 HEAD 'R ItEOUIREEMENM @3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'K EXTERIOR POLYCY ® (SEE SHEET TE T' HV IMPACT RESISTANT WINDOW S �® or ' mjljlgTYPICAL SHUTTER ASSEMBLY (1)W PIN®SHALL ALWAYS BE USED AT ALL VaEi6OR SGV.E: 3/8" = 1• Hlw®OR®AT 607101/KNUCIOES OF W ACCORDION SYSTEM W/Wo ORBLADE'S KNUCKLE. (0.324' ®BIADE (SEE NOTE* FOR (2)14V PIN®WLY BE USED W LIEU OF®AND ONLY AT Q REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/HVQ2 Q ELME WHEN CORRESPONDING TO INSTALIATIONS•L'C'AND OD', SHEET 22. (3)HV PRI®OR®W/1/2.O.D. 1/16•THICK S.S.WASHER . SHALL BE USED FOR.DIRECT MOUNT 4iSTAt1ATtON PER OEWL X. SHEETS 11 24. WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT & � � N T.S. N.T.S. aauuuuuy7a I LORIU 1wILDING CODE Non Itigh Velocity Hurricane Zone � ©2013 Ei11 M METAL SUPPLY.INC. VD�NS '`�9' t. BERTHA Wu "IL E C O M MI C. A.S m S' Aw Accordion Shutter system ILV.01ADEIII W OR 10 KV.NM w wx R HV.BL1OE ill x Amerlsan Shutter Systems r. nenvrot tuT>< „ee 90 A a TIENT TESBNO 3 ENGINEERING COMPANY Afe06IOt10D. ��p rase KK Jtkh ri.tA.aaa vAcw fWCM nO M 371 Inc. t OLD 11-114 1M2 GAM 04/1 )S S'-'P%. ' Ptb :(DOe)all-tS70.Fm:Ir)071-1331 4268 Westrood6 Drive i �''4.,s'ONAL�NG;e``��` EB- 1Otc.°P." West Palm Beach, FL 33407 3 DRAWING No Nb411LULNLNA WAWEn A.Tuff P.E 4 15-084 P.E. SEAL/SIGNATURE/DATE mmnk 1t. "167 a SHEET 28 �•��yy O1 . \3T NOTA ON NV LOCKS AND CQUERMATESa a o * u H u : t 1.MAMUM CONDITION jft ONE W LOCK or&S=QE USED A7 t/2 OF SHITTIER SPAN FOR ANY SPAN OR Ir aLVAMANY ttY lOt2CC art MAY Fr AB AN BMW OR OUi5IDE DICK,ATIAM YTO%ORION QST TES W( 1 4'/-20,x 1/$'LONG FLAT HEAD^S.&"LOCATION OF LOW SMALL BE AS WIXCATED ON O 2 Q� IF DESIRED,FOR BETTER P� FOR SECIIIBY PURP06E,5 UP IO T1T0 Litt 5..+ �a LDS����E9�R�y AN'INSIDE OR OUTSIDE LOCK CONNEC=OF LOCKS TO CEHIERAIiAES WAM ON LOCA OF LOCKS SHAH.BE AS ULDICA QN TYPICAL.SHUTTER ELEVATION. LOCKING Rt z�. (� -9-W B TO $HUFFER PES ARE NQT SAT OR AH AVERNATNE DEFE POSITION. BUT Y WAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). "« + li6LildIDlflt LXTtID[TTI ONE I(V 19t2C It DE USED AT OORHFRCEMERMATES FOR WPM AND OLbTAU T®IONS AT ANY FIEVATKNI.HV �or 'F,U ENE USED MAN OIiTSIDE OR INSIDE LOCK, AT TDP&tIOTTDIL SHW USED E W(2i 11+x-7011l2 LONG FLAT HEAD SS.ILS TWO LACtONC RODS TION dF LACK LL DE AS INDICATED ON TYPICAL SHLRIFR nmm. T1 MAXWM SHUTTER SPAN SMALL DE DETERM!>m AS PER SCHED(m SHOWN ON Sim 12 Q 9 oNE ALTERNATE WLOCK 1LAY iT� w UEU OF MY LOCK 09 or FOR ANY SPAN AND INS 3< OUST DONS AT ANY ELEvAnON.AL TE LOCK MAY BE USED AS AN OR OUTSIDE LOCK.ATTACHMENT OF 114`0-2Ox3/+'SAL 7HUUBSCR8V TQ 0 OR a CENYERNATES SMALL BE MADE W/ I/4'0-20x3/,r Sim RWYNUT AS SHOWN ON SECTION WE:SHEET&ONE LOCK SWILL BE USED AT 1/2 W SHUTTER SPAN OR TWO ( CZ=ys C LOCIC's AT 1/3 OF SNUFFER SPAN. *NO= ON. W,»T. LOCKS AND C3IENTEMATES: I. Imp ON1.)yr SEE ENO OFLLOCKTj TER lE LTV•I•LOCXnOX K MAY!3E IN US)OF HV LOCKS OR FOR ANY SPAN AND COt41ECl)DN AT ANY CLUDESSU INGG RONFORCINC AS SHOWNBE USED�ON SECTION K%SHEET AN INSIDE Ot OUTSIDE�WHICHH MUST BEDETARS ON o i t N i ATIACIAMENT K t a r 4 K v tt x 10 � AND SHEEr 1 (�WI 11$4-2o X 1 11r LANG S.S THRFIOED BOLT W/7J#Y0 x 3132' OF CORNER MAXIMUM PAL HEIGHT. WROM OABOVE AND BELOW1Mt 6Pµ11 OF 7Mf0 LOL�@ RODS MA 80�1L SED AMA1iDATQ OR 12' . CENTERMATE RN 10•��®'�!a'�°1 1.RD lmx W NOWEE!j(. ( �W}(33:ONE ALTERNATE RD LOOM VA USED IN Usi OF . ©aO«�p�g(]«Oj .�a HY LACKS OR FOR ANY SPAR ANO RAILIAT10Ns AT ANY ELEVATION.ALTIRM,ro LOCK MAY BE USED REIN AS ORCE�INSERT 0 A8HOWN SECTIONS NATIACHUS0 OF NO OB- AND TO JIM/sJB xSIM &IOCK MKf BE•AND INSOUED AT mourn OR 1P;Mmum BELOW OR ABOVE L405PAm.USE OF LDL2ONG RODS @ is comEw OPI'IOwL TYPICAL HY BLADE SHUTTER ELEYABON N.T.S. LTuu Uq FLORIDA BUILDING CODE Man High Veloci Hurricane Zone 1� E +II121111C 2615 ASRIat W€&SOPPi.Y,INC. :'��`�P •UCEN •',r✓�'yBERTHA HVY [11.1E C O>,wIc. AnSmS.AL■ Accordion Shutter Spsxena .v� 1 W OR V KV.UM BIAOE a Liv BLADE AmeTA= shunter ma PFEE * TtLLIT 7ES71NQ R ENGiLLEER{NQ COMPANY �W ossedrm� oaaal Lae M.z Aasoolotton. Ina. t an t1-HI . oae Os 13 u esx xw.seau M.sl.sox,xKr.0 oxsaLt.nnna ssr � PhD":(30TOM-taw.Far:(aos)eNL-Isar 4268 Weetroads On've : ���fO'�is,01VAL ENG,•�'���` ® +° DRAWING NO "Tuff 41. � Wast Palm beach. FL 33407 i 15 0'34 P.E SEALJ�Y� ALTURE/DATE nomak LLr.►safers s HEU Oo0NC88M CO LU co°OeveEn RcuREo OMCME MtHM ,sti zaxs/4•ss. COMM �tHmutE ON (SEE SWME ON NUY/o 1s�20 (SEE SClETIUE ON ts) 4 � ►M. 1 4.F20xs/4•S.S. _ - fn. . atID8 E CSB,U 1/4 20 NUTS O tr O,Q / MaK. at G .260•Moi, ` i! 10 IQL savaNnON 70 am EOSIC70 ( uPuseuoE Of 1 OR = 1 MASS —(sEE stNEunE ON StfEf7 t?) t eXa wea ` ! Mw.s,EPNutaN m aASs E>asmc !�-{SEE sc„EsvtE eN s�EEr tz} � � ® BY WALL 1�F.tlIQER INSTALLATION �}C BY WALL HEADER INSFaLLAVON - WALL HEAD,FR i dT18H ! MIN SEPMATM TO GL*M WL SOMM sa;Ean� L sa c i DOR ��• EPARASOMEOULoNTO CL4Wtz) 1 t 1 >z,ta suetR rf. ! G ASS- - !i t/�• OPTIONAL tj4"Now. E '� F- 0.� • 61 D. -- 19 -__ HU Yat. t ♦h2a,x3/4'S.4 W4Rl8S ANatoRs 1 t8 1/4MACI-20 NM oSCaM�oc. PouREn coNCNE,E EtiT7 ts�j�of w/,/AN---20 r 0 Ir O.c, (SEE SCHMM ON SHEET 13 PaUREA OCONCRftE eindt '"'"'L ® ( SC M"°N BY WALL SILL INSTALLAYI N PaulsEn CONCRkTE st#ET tt} OR CO,tMW W-M W"REoumm HV WALL Sill IHSMU AM NOTE FOR ca MMH OF 4EC,ION3- . INSTALLATION DETAILS WI .. 1-SEE SHEET 4 M w MA.SHUTTER a gp,-WM DISfANOE ♦SEE ATI0t6 OF USE FOR ASSEMKMpNrRY N!S SEMOM GH GE C9i16 M (SEE SPE FZU0t6 ON SHM 14) $UVEUON�T 28 HV BLADE w ANr WAY To SUR ANY MSrMlAWL iLwU BUILUiN0 CODE alft lh h Vel Rartkone Zone F.E. Ma�DA' .Tlt r�'1511, c zeta EA nN NETu suewx,wa...c WHA HViu s•-��'�� � A S S A Ac dion Shutter System C 0 1NC ■ R ! ■ Y ME 1 W OR H.V.tNM I h H.Y,WXJr * Ametican Shutter Systema u,,,► w +an M,TESTING# ENGINEERING COMPANY Asseciatten, In*. , ato„-,e a/,a/is am o4 ,3 isE 8F $ sxa IML as.s,..W 3A cwt cNwoM nam,sat /4288 Westroade Drive : DRAWNG No,.�`ti� .-M*WK004c.«n West Potm Beach, FL 33407 sS 4 t�C1��.��`�� VULTUt wEs-°TUffrt&.P.c 4 i(t(�AII��tEf DATE nalw va t u,sT SHEtT �I it OWWREVE mom OOfiClttE —(SES SOLED w Sir 14) A +M 02%vHEX DOSING NEAP o 11 on, Etgc SCILkVIS irm OF/�� ncwcRE1e ANa+Moo 8 I V+ 7 14 q OFMM1GSlE i SIfB ENSTWO _ -� AIRY E E of ' i mL48 Off s APPLICABLE { 1WL M POM a AAT HW CONCRETE ANCHORS 1 ♦ �'p FIAT FIFAO CONfWFIE ANCIWRS RWIAEfED (a SwEnuE Col am 1e) REQUIRED a a (W SCHEDULE ON SHM to @ T,j On INSTALLATION Q PW HV WALK--OVER INSTALLATION P E>KI AT TORS ->5 PER (� NV FLOOR INSTALLATION t '�-- PRESSIltENATNR}a:MR SPARS PE8 (D W CEILING INSTA AMOK SOeaXE J4 SIM 12 CONCREIE ARCM SKEET is)Dut.£ . mum aAss—� um�owr�w ye arm/q EXISMG I 1 MEW"o+ow " Comm } poi� �mom 1 a ; 1/4• ( 1tAX. 8 ._�....._��. tatT/4`HEX O 1 6 Scre 1114fr.4j4' HEX itEW 1 e' �' i1'O.C. .. 1 TEII SOttfli3 O S'O.C. -°--_ • ©� /1413/4'SAS. L OR 1/410-20 SS.V.S. CONORM AN ( SCHEDULE ON �r 4 .8 « 33 9'0.Q 0_0 Yj Nut 8 4'O.C. Sf1EET 1� "- �LJ"'V APP1iCARE PaUCONCFEtE JOipiOii4 1NIEE 13(e} BLOCKOVA poum ice} REn CONCRETE (SEE ON Ow ON SFIEET 1 OR ET CONCRt7E BLOCK SHEi5) REauwEo © HV WALK:OMR INM E E e,IQN Nv WALL �LooR.INStAW17lON O�R IW"8p INUALLAMN t INSTALLATION DETAILS W. t>Ns YiSTALiAIlOL1 sw"BE (D HV BLADE t Sd 4 rOR nPICM.ROMs(SEE woonawn ON SKEE!"14) �o �N OP.ERABIE ERIE ��PERFORMED E�O41���FOR � � ASSEMBLY n NAW WAY 70 sur �AUAasa» 0 11wwwN FiAIDA BUILDING COBE & h Veloci Ibmkono Zana ay,=;•. /r Aq, O 1415 EA4 M UVIAL SUPKY.WC. % IL EC O aws. \ AnSaSsA,. Accordion Shutter Systems v wx 1 x as Kk wx t Kv am s 's IJ. Amodoon Shu)Mr SysHma UPON m: >♦ THLR TESTN(w r ENOIHEERWO COMPANY Aasa"lon. hyo« L me i" 4rfgjt5 a4m O4 13 15 61n3 Kw.XWL 4L.b 374 WAM CAPSO .now will wa.rTtlj( e- Pno,.a(3oeM/rlaw.ra (3o5fEnl-last t Pal W Beach, Drove : west Palm EJ+wcb« R.33�10T 3 ONAWIHC No s;-•-........1� , 15-664 wtme lit.Pt p E. $EAL7 �N!►7UREjDA7E nORW Lre.0"IV • SHEET 28 It IN I I & 20 SEE MM ON Loma P=0.W LOW0-6 If QRST"GLM INSTALLATIONS W-1 (I_W AM XMWUE W t0W®.a+SHEET& OUT 1 WIDE SUM MA MW 15 VMJD MR AM BLADE W HV CENTERMAJES MAM0 61 , at 99 23 1 '"a WALL CONNE=tj aftsm am Ats CM MIEM 11-&-2ff- -- ———————————---7———————I——————— r.aNlpw =-r (6067 APPOSING SYM ETRYCAL TERMfi TO QtM (W/8"T"a flo%3'W'SOS W1 90211LOCK Qjr.Qr (11)JtM%q=M%.7o 7W 911C.SALt&Grff. Ql (SEE SCH '4'r T(rtp) I A - ON SHEEr 12 IN (W7 7F 5 1 9 a + )v I .0 Of T HVC (Dot&@ 11 ill OCR@) H"Vv DO 6) HYAa POURED CONCRETE OR- ExMnW CM CONMETE BLOM WML SYMMETRICAL IN 7 + 6 7 *(@)wPuuna -@.@+@0A&@CR 9 IEX ElffRMATES TO CLAW 5 LAW (1) @­@ . (SEE SMOR" LOCK 6 MM011 ON SHE12) F-!N I (0419M) + .04-@ ammm To CLAW (SEE SCHEMPLE -—-—-— _— _ _j - ----�—_ —_ON WIEET 12) OU AF040M 0 i — .0, is•O.C. n3 E 71-2) OUT a 112"Ukx SL" xrER" OUT (EEYE HYD FLORIDA BURMHO CODE an High Velocity Hurricane Zone) 0 2015 MM METAL MMY, MTM HV7M Accordion Shutter System I ILIE C 0 111C. AnSnSwAn AT N M RME 11 W1 OR V10 N.Y.WM 81M A KV.WME L C Amerfoan Shutter.Systems W 20"M un DOW Be M& 'hUff TESTING & EMINEEMNO COMPANY Assodation. In*. t MD 11-tu 041IM" Wa 0!/13/t5 GM KW.301 St.SL.3M VOCIA 8940MM ROOM 35 Pham: 4268 Westroads DrWe 2 ORO WING No 0.. W West Palm Beach, FL 33407 3 ��i.......... 4 15-084 WALUX&7Uff&.PM — nOWA U.0 We? SHEET E. S;Z��E/DATE 11 .. •. POUF CONCRETE POURED COMCAESE CONCRETE PQ;JRWOR CONCOM EiE�ALL EIpCICYAOR OR LL REQIFREO E4AdfM4U1.OR RE011GiEO BfACK MWL REOIIIRED REOUI EXi4fW GLASS EX1SM CLASS O TV= „s `•.,, MaSnm CLASS CLAW ._ ._.[ 2.UN. TO GLASS M Ift sWEDUE m pE EQ (SEE vz/;/ SHEET1/1813•VAX '2�ECR�25 rro iSi r0it Eu�nEmN+o � Sa11E� s�tm t2 LANs (AB mSER 1 aAOEs(Da 0 ' - it1 sl(ET e a 1 ' ON 25 LN sHEQ ATE.CLOSER �- ��---.F OF MKOF) 1/z• I * Y•OR 2•MAX. ' 1` +1ox1/2•SA4s ( ----- WP ANt:LEa -2 poft/2' O Ya'O.u. _ 18” Or- ,. 4 ( 7a Al"AT MOHDl2(T (1) 0x1/2•&Ms.70 @a 4 l (2)1 '8 TAPOONS ANCHORS TO 5SEE SMEcouK nor+ OR ®' WE OFM jax�E AT CD OR a (W SEE DETAIL X S�`c«�c E FM OR 2 a �»Qa�- •$�•� SSIDE yam-Q{'C2�1�(s0��(�•der. r TO TRACKS �•�r�•®r©QY )41 (0g).OHO•x.•J°'V.V• ®,®r4,©,0r ©'O•+E�*O•� - (?•Cx*?^�'�aG'@•fir ®•d�-®• n a AQ�1`Q(x7����-�Q��A•y�C�,,�,,�®A�•�©rte�� �r(�rDETAIL �• '®°' ®•VYr®.�a"®r Q•®r®• .®rO0 V`e9"Y.�•tY�YY•�9"'�:! Q END CONNECTION DETAIL 2Q 3 SND CONNECTID&,DETAIL D POURED CONCRETE oR *PXQ RED BEATER THAN 12•-a• Exam� � anac wAu. � 4 4 - 1O ole• WA. Y �!�_—_.__ __ 12 PaeeaME AND CONC 1/z'UOY. TO GLASS(SEE _-_=-=_ _--_ _ 6 OR S�OA�OR . ON SNOT SHO 20 ANCHOR O 1 EaAMIDAD awA aAoes�a 12•oc. 5 SLADWD&� - IV -- 1 2 LGN. --_A LTok4 E-1w WL 2"MK S �A �j,ORO VIEW Y 5 8R Q� `'.�' . p4A!! DETAIL A 0�r Ma cg)-0•0r CONCRETE C1. RED WALL" ` OR `®a.0 ` a '®a r 6-0-0.0-0-0- 1 HV BL WE O� AD �WND W BLE INTO • ty t l-Vy L9Zr•l/r �,®°"�,' ,®� c� CO CRETE OR CONCRETE BLOCK WALL. 5 0•0-0'"•0r0 END CONNECTION DETAIL 6 0-0-0-0-0-0-0 FLORIDA BUILDING COQ Nan Nigh Veiodiv Nurrkune Zona % Tt rly,��� 0 2015 EASM METAL SUPPLY,M .. .u/r�,,1,, ,_„_ ww ��** �+► BERTHA HVTm 11LIEC a Imp. A.S.S.Aa Accordion Shutter System s Y.RUDE#I w OR aKV.Ie1M am d U.Y.eIADE sotems , L Mc: - TH tiT TES1(NO dt ENG(NEEDiNG CO?APANY STATE OF x MW Rw.30%x srw 300 rKat4�BMaaq Rata 33t Aasactoilon. Inc. am 11-1q u/Wts 2T o4 13 15 ' Pha»..(Sa6Jtr/Y-ta30.Ftr t(305)8»-1511 4268 Westtnada hive = DRAWING No moi,Qrl•`•.,• ORlO•;`'�a„►� .-matt totmeo-Lam» West Pdm Beach, Ft..3W7 s M-0006''• FS `�`�e YN3OY A.A.V""3r.PE. 4 15-084 ry�ri S/Qiti}A1.� a SHEET P.E. S4Rl/6((iM11'I}�2E DATE Ra:Eu uo ►cater a 11 SCHEDULE J1 �:..-"�(N(�s.: SCHI�IILE iF3 MA)OMUM SHUTTER SPAN 'L+"OR 'LZI.MUM SHUTTER SPAN* 'l.+• M UM SHUTTER SPAN*'L+" ((t). FOR ® .0 or�?Y °t tap INSTALLATIONS W% FOR -' (ft.)'INSTALl11TlONS t►isrn i�niyi f c°cun CONCRETE& W/ONE H.V. LOCK ®'br®orA0.11 W/ ONE HV LOCKS MANSORY W000 HD LOCK®W/fto LOCKING RODSr ONE HV LOCK ar or® W No LocIGNG DESSM PRESSURE sPANFOR r TiNGACV°' CENfERMATES®&®W/ ONE W/NO LIDCK RO ® / WALL A, B. C. D. M. N. O. P. 0. POSITIVE LOCK®W/TWO LOCKING RODS®TOP & (SEE NOTE t) AAO. ALLOWABLE IE FOR GNQt NEGATIVE MWNTTNG F. K do L R.S, Qc V. 80TT0 SEE NOTE WOOD 0 FLOOR/CEILING G. H. I. 11 ec d T.U. W k X (2)PROCEDURE TO DEILRMNE MAXIMUM SPAN FOR ca+cRE1E a ,,,D,�,,, CONCRETE a 1rooD NstALLATIONs MAX As.n 1wE Asa MOUNTING WALL M6uNINts(raP/eoTrou)OR FLOOR/CFIlNG: cua rasrAtu PFIESMkIYL a1RAIM L1AIL M-MOUNTING, GIVEN A POSITIVE A.SD DESIGN PRESSURE RATDMO. �� IWJ a b�+) aR DETERMINE MAXIMUM SPAN'L+-ER04 SCHEO E M t-00 La• L- L♦ L- (n a) Fl°aWl>Ell9-WUnn- (pai) Li MOUNlD- . GIVEN A NEGATIVE AS.L DESIGN PRESSURE RATING, DEIERM91E WXWM STAN•L='FROM SCHEDULE. 30 OR LESS 76'-NY 16'-0' 16'-0' 16•-0' 30 181-0' /6'-0• 30 161-0' Ir-0' 3 •-2' 16'-0' 3$ 14'-10' 74'-10' 39 13'-2' 16'-10- () MIIXYU4 SHIJRER SPAN-L+-OR 1-•FOR Fes'�N SPAN IS EQUAL TO THE 40 13-10' 13'-10- 14'-r 15'- 40 13'-10' 13'-10' 40 14'-2' 13•-2' tMAUA71ONS INTO WOOD SHALL.BE 11PATED TO MINWUM DETERMINED SPAN BETWEEN'L+"AND • 45 13'-1' r-1• 45 13'-4- 14!-W 105 psf.AS.D DESIGN PRESSURE RATING. 3()PROCEDURE TO DMIMINE MAXINTHI SPAN FOR 50 1r-5' Ir-05* 12'-6' 13'-r 50 12'-3' 12'-S'_ 50 12'-3• IN-11 COMBWATKMIS IN B67WREA WNL MQONhNGS 55 11'-10• IT-10' t2'-I' 17-11' 55 11'-10' 11'-ICr S5 11•-1• 11'-1l" W/FLOOR/COLING uOINRNCS': 60 11'-4' 11•-$ tt'-i' 12•-4- 60 1r-4- 11'-4• eo 10•-2• to'-1t• FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 65 t°•-1D•I 1o•-10• n-1• tr-11- 65 1D•-10- fl7r-11 65 W-5- to•-1• RATING: 70 10'-6' 10'-8' 10'-9' 11'-5' 70 1C-6' 70 8'-9' 9-4' DETER W* 75 1d-1' 1o'-1' to'-r 11'-1- 75 10•-1• lir73 - 8._9. t W CORNER CENIERMATE#3 MAY BE USED AT ALL Lt+-MAIM SPAN FOR WALL MOUNTING INSTALLATIONS. utXINtINc INSTALLATIONS.tACHINNG SN'ECOICI17pNS Lz+-MAX SPAR FOR HOOR/COLINO,MOUNTING Bo V-to- W-10' IW-0' .10'-9' 80 W-10- SMALL BE AS INOICATED ON MANDATORY CONDITION 12 INSTAZIAOONS. 85 9'-e' W-61 W-9" to•-5' 85 9'-6' NOTE 15.SHEET S. FOR h GIVEN NEGATIVE ASA.DESIGN PRESSURE 90 9'-0' 9•-3• 9'-5' 1°•-1' 90 W-3' FOn W. 95 V-0' 8'-9" 9'-2' 9'-10' 95 91-W D�W� 100 8'-9• 6'-4' 9'-0' W-7• 100 8•.-9' L1---MAX SPAN FOR WALL MOUNTING INSTALLATIONS. 105 8'-7' r-11' 8'-r' W-4• 105 W-7' AN FOR BOOR/CEING MOUNTING 110 W-4- r-7' 8'-7' 9•-2• 110 Wr v 7-7- 1 SEPARATION TO GLASS SCHEDULE mm""O 115 W-2' 7'-3'. 8•-4' 6'-11- 115 W-Y, 7'-3' FINAL AU)aWM ALLOXALtE SPAN 6 EQUAL TO 7FiE 120 8'-D' V-11- '13--2- W-91 120 8'-O' W-11' M IMMMUM BETWEEN 11+',l3+'.'L1 AND 'u-" 125 7*-10• W-6' 6•-0- 8•-s" 125 r-10• e..re WIND ZONE MINIMUM (4)GO TO ANCHOR SOEDULE XON FINAL MAXIMUM 130 r-9- 9-0- r-,o- e•_l• 130 r-6" 6'S- ASTM E-1996 SEPARATION ALLOWABLE SPUN AND IEGATNYE A.&D. DESIGN 135 7'-7' 6'-9' 7•-9' r-9• 135 7--7: W-2' TO GLASS PRESSURE RAZING TO OEIERLINE MAXIMUM ANCHOR 140 7-5• W-11' 7'-7• -r-e" 140 r-5• S'-11' SPACIAL& 145 r-3• W-9' 7--5' T-r 145 r-r 150 7'-2' W-r r-4' r-O' 150 7--2• 5•-r 1 THRU 3 155 7'-0' 3'-S' 7'-2' W-11" 155 7'-0' S•-ar 160 W-11• 3•-2' 7'-1 W-7' 160 W-11" W-2' 165 6'-10• 5'-1' 7'-0' 6'-4• 165 W-t 0- 5'-1" 170 W-9' 4'-11' W-11'- W-2' 170 6•-9• 4-11• 175 W-7• V-O* W-9' 6'-0- 175 W-r 4'-8• _ 1 SO W-8' 4'-0' -f 0- 180 8'-6' 4'-B' 185 M-5' 4'-8' 6'-7- e'-8' 185 e'-0' 4-6' ,9D 6. - 4'_L1• W_e- 5�- ,�0 6-4• 4-5- 1� H V• B LA D E 195 e•-3• 4'-3' e'-5• W-51 195 8'7' 4'-3- 20D W-r 4'-2' 8•-4' 5'-3' 200 $'-2- 4'-2' 205 s-1• 4'-1• I 6•-,- 5•-1• 205 a-t• 4'-t" R.ORIRA BUILDING CODE IC h Velocity Hurricane Zorn 01- V TI �A. ' 0 2015 EASTERN METAL SUPPLY.INC. VCEN '✓� == IL ECO BERTHA HVTM AmS.S■A■ AccordionShutter System ?*- V.BU1DE f W OR 1/0 RV.IIDAOW'BIADE rt U.BLADE iT �f/tD�i.( Ameltnen Shutter Systema p} Ir►ItlN a► oac1N 1tn 4.l TILLIT TESTING Q ENGINEERING COMPANY 'O STAT OF t $ama Ka 3cw e1.SM.Joe.VRcm GOMM NSaw 33M o11on. no. 1 G10 11-91 el/1J/17 aue 04 13 15 ���y�'•- O y}� pnaw 2(x3)871-1530.FQ:(303WI-1531 4288 Westroods Drive : 5 ,1T �- NleoatloW wm West Palm Beach. FI 33407 J S 084 ��'''1i11",&0WKVN�`0 WALTriRR A�iILLIT1 V.PE 4 P.E. Sf� 9110W�E/DATE FWMA U.A"187 3 SHEET 12 OF 28 I im apt (1 } n �! 0 :3ce a w g a M y LO z $ v t_ _ 9 h 29 Sad I h"l l o l I'I*lit 1"( I 1 1 r I l t t ! I I I I I I f t Y t l l t t i i 1 Ii t i l C i e■re ■ w e rf'�en flwnll•111:IIta11tllfltl1111111111 N o $ ntlenotlq ew1,�,sa'�e a ,�"+< '�«I^"�Ilw"t1e111�111tHIa111"11 3� 1 O3i Op ■eoe eeeeoo eee mo•'$q wgegw"--tl'-o O �,j tl1,$IeAf',�'"eff"w' <Ir�1 o a.,• 333fff $ OOOaagOegegetlOOqOOv Oaq�OnO�eh^ Oqw q�e,�00 fq O�O,�O of,� �� 3 ,g, C aq a ngOageOe a a 0 m e e Om 01.0 111 a a00000 wa 00 Oso aena�ar.,Q �w $ Oe0tlOeOe0ae00em4e eeeoemmeeeeavo eae80etltlOmtlema^ OOwmgm a o o t e( i (11 1 1 I I I I 1 1 I 1 1 I 1 1 t I t 1 I I t �ea wer �OwF 4 SIwIII It111111111I1IIII11111111111111111 IJ vC $ agpeaawo.q'g mea w af, i'$ili Ii } iiltitlltt1111111l1til ! X " 1j$Q�+ no R (,A P 0 Poe w P P P n A w e A tl w^ P e i I t l t t ! t lit III lit i t ! t i i tit t t ! $ 212121912o Rdo deegeRR^R�pCq R�epRn^;°'•RO1"'RR�pmI 111p• 1 1 111 111 111 I `t t/ Z P;ti, IN".". ."..".www."•w'' R.".L/SY."..».r«wa�:�R�«�Serp1R^sae ewe ."..wa111I1111 W � � 1,14w«««1« r��.:Q .�•eo 9 »PR na'g �S+gg�r itiiSSff 1-01"I I I I I I III I t 1 1 t i l 1 1 t t 1 t I t t lit I. III III I t t I i I I l t t ! III t i i t t l ! 1 t Z•,{q^L $ a n•t�I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t l l l l l l l l l l l t t l � • 0 .000 m e 0 I'P"1 1 f 1 1 1 1 1 1 1 IIIIIIIIIIII 1 I I I 1 I 1 1 1 1 1 1 1 1 I I I 1 $ -00 e a e■m^e e■f o'�n i o t I t f t i 1 t t i i i t i i t i i t i i l i i t i 1 1 1 1 t i i I I I I ' t�., r: w p A P p o •w p P^a A w o -4.1 n q"q1 III a lit 1 t lit t t lit t t t ! 1 111 lit I I I i III t i t i t ,$b R8� RRRRwRR a b �R°^Rp•t fgp�v q/w"1 !a t I I<1 1 1 1 1 ( 1 ( 1 1 1 I ! / 1 ! I l Nllll3llrlfllt *.I l 1 1 I 1 1 ?jr��i�W .. r $ SS'f2 ..««« «« «i <««S««« ±«S.".�±i°f «."+ •� ..e„RI$ AR^«e S` •• •••' a w e»e o o g a e e:e"�'�i / t i i t i t i i i ! I I i i I t I r ! ! t t t 1 e e t t t 1 ! 2 t t t I 1 I ��• � P C 1 q $ e w• ■w e 6 e M e 0'�.O q o f•11 1 1 1 1 1 lit 1 I 1 t 1 1 I t t 1 I I 1 I 1 III I I I I 1 III 1 I i 7Q ammgoeeeeoaaaaaemwoga�a1111111t111111111111lit 1111111111 ^ci;;� y oases O m e e O tl a m e o tl e a 0 a v o a 4 m g m p q I i i t I 1 i 1 1 1 1 1 tit t 1 i 1 1 1 t 1 i OpdpOppp pApp000p dppAd PAPAOdp) 1 t S ! t 3 ! ( I { ( ( I (t it t 1 1 I t ! ,,,���j�� • �����4 ' O\��```a v vR««...»'"' «IS«ii« O e e 0■f e 3 !2 1 1 1 i t i i i l 1 ! i i i I t ! t 1 i t 1 I i III t i t i t t t i lit t t i I i till t $ g n q e o r p e e'�n i•f""1 1 1 1 ! 1 1 1 ! 1 l 1 1 I ! 1 1 1 t r i 1 I t t 1 1 l ! t t f 1 1 t t l 1 tleo magoeeaqmm'��f• IfIt11111111t11111it11111I11111111 a C■aoeeoameaeea a a 00•maneli�im nlll I lit 1111111111111111 , litO p o i d O 0 P A A 0 0 P A A P A A 0 0 w A A P d A!01,-1111 11411 lit It I t s i ! I III I i I I ! r RRRR9..O^oo„oe0e RBRR,.RSRRR 9sle 2 .a.t 1 III I tit t t it I I I 1 1 • o ifit,titttlttt4llttitlitS { Itit lit tit lIII lit it t t Itt i i tli 1 ! t 1 1 I i i I ( 1 1 ( 1 ( 111 t t 1 t 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 t 1 ! C 1 1 1 1 1 t 1 1 1 1 I III lit 1 1 1 1 1 1 111 111 1 1 1 1 t 1 1 71 t 49 g O e O q 0■m a g q e q D M 0, w 6 n <1< I"I I I I I I I I I I I I I I I I I I l f f t l l goo A moo*A 00 A A A e P p p A A A P 4�A��f O e a",�I I ! S ! ( 1 t ! I ( ( t t t 7 } t 1 t I I I t aRe_.P.qR sgww<'g "a1 t 41 111 111 111 r 41 1 1 1 &_ IiII±f «i««IIsi«S • «««««i«««±IS±«i«f «piI•i pi p • �Q •� • •pI '� p O t ! i JN 7 t `Y' 19 tf i1I ib n "tlD 'N C N Nl t O o H 1 1 � � G F � CI a�! � ��' R R 1 1 1 � e�,{{ �� •� ZQ � CIN nzil � l mid f tu lag fill, I W . �j a cpcpcp 1 .e 11 1 1 m �� _ � � � a■ IoM Q y t� y1 N 9 2 {Iyy $ ■ Is I To g g 11 e E ISE le 917 qij "fiW10 _����� fig M-MR m � fig W 31 t'l I _ s1 I I 1 2 3 . W 15 ?s� 6A ♦ J lit MINt11y�N . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I `y;' •• /LLp -•�.2t>J 2 S••q••'�Yeepl��geAf I I na 1 1 1 t 1 I 1 1 t t 1 1 I t I t I 1 I I 1 1 I 11 1 1 I 1 1 1 1 I 1 IAV/; �' 1+r+ ZF 6' �NOy� goOg000nme OegYeq��� eAYYYI��vl YA�111111111111111111t 111 ' � & goagqrqoe oeo�q A',�no'�Y�e'��osonev�n�YOIIxYI tIIIII1t Itlll ��.w• � �(4y\ �0000000p OOq OO p,��e O'gw woq O�w,���OYtlq��g'�o AY�'�RY n1111I IIII �I�� ' O\�\\r � 8 9.R ws!2 «oeo ww eeo$n �r� o�ofe -02 A� ne '��/ •' •T•- \\\�� d ee qq e nq��on�p�0gq0�p ww O wOtl O w�0 DnO2W. 0 I 1 1 1 1;1 1 1 1 _ $LR Z $ q eeoeo eoge�e Yn�q��i�"IIIIIIIIIIIIIII II III IIII 111111 it 11 GZ � OOOroeo O�e�e��'�w '$OYeo'4�Y�gn Y�'gnll lllllflllllllllllll asl ' � P. 0000000 OOpp0�000^OOO�e00�wn 000�w'g�O�Yq�OY'g ��11111111 . 22.2 2220ele«a a...B oma2^gp2�OOpoNnq H 6 weeOn o YO 3o♦ I l e w e n'1,�e• I r 1 1 1 1 1 1 1 1 1 1 1 I 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 it I 1 1 1 1 1 1 1 41 1 1 1 111 t 1 1 1 I 1 1 1 1 1 I 1 I I t 1 I I 1 1.1 1 I 1 1 1 1 1 1 1 ' qqq neggs q l.5�q rAOYi I IAI Jill II111111111111111111.1111111111 J 8 ggqq eq^goqgAq�O�nq'�e„�q jl�'�111111111II IIII II 11111111 Rs 44494 44444'244p48..w�'�$'�'�Rne.�4^ne4ew� 'ge 11 1 111 t l 11 111 1 11 W qq qq pp ��pp pp «««««..««« «««« «««..«««6«N«q« .1 0«6 N o«4?w«r a :0 p 18 1 ifl :e h io 0 o r i0 M Sn m MMIMUM A14CHOR+ SPACING an.) SCHEDULE FOR A GIVEN MAX SHMER SMN NEGAMVE ASA DESIGN PRESSURE RATING AN Q A CORRESSONDINQ MOI"N TYPE - (SEE MOUNTINGS ON SHEETS 18 do 19) -E�; U B --22�T F:;,- SOUTHERN PINE Na. 2 W/ MIN. G=0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX DOUGLAS FIR W/ MIN. G=0.�O W/ MIN_. G=O-43 W/ MIN. G=0.36 PLYWOOD MAXIMUM CEILING MOUNT T CEILING MOUNT T CEIUNG MOUNT T SPAN WALT. MOUNTINGS WALL MQUNTTNGS. WAIL MOUNTINGS WALL'MOUNTiNGS -. (TO M. N. 0 & R FLOOR MOUNfnNGS M. N. 0 & R FLOOR MOUNnNGS M. N.. 0 do R FLOOR MOUNTINGS P & 0 w & x w & x w & x kSA N3CAN DEM WAD NOSM Dena.tAW W LSA WWK DOW WAD WAIN VWW"M NDS omI LW 60 kSA aural Law 0."Mm CEM WAD cw 30140 60115 90 1105 30 40 1 60 75190 105 30 40 60 761901105 30 40 60 75 00 105 30 40 60 751901105 30 40 60 75 90 10530 40 80 7S 90 1051 •-0• 12110 10 9 8 8 6 6 6 8 8 5 12 10 10 9 8 8 6 6 8 8 5 4 12 10 10 9 8 8 $ e1614.514 3 8 5 4 4 4 3 = 4'-O• 12 10 10 8 8 8 8 8 8 5 .5 4 12 10 10 9 8 8 6 6 4.5.3.5 3 12 10 10 8 8 8 6 6 4.5 3.5 3 2.5 8 5 4 4 4 3 y_ 12 10 10 9 8 8 6 6 5 4 .5 3 12 10 10 9 8 8 6 6 4.5 .5 3 $ 12 10 10 9 8 7 6 .5 .S 3 2 2 6 5 4 4 4 3 W-0• 12 10 10 9 8 8.5 6 .6 4.5 3.5 3 $ 12 10 10 9 8 4.5 6 .5 JS3 2 12 10 10 9 8 3 6 .5 3 2 2 - 8 5 4 4 .5 - 7'-0' 12 10 10 9 6.5 4 8 .B 4 3 5 2 12 10 10 9'4.5 3- 6 5 3 2.5 2 12 10 10 7 3 - 5 4 2.5 2 - ^ 6 5 4 4 ^ 8•-O• 12 t O 7.5 4.5 3 8 5 3 2.5 2 2 12 10 10 5.5 3 _ 5.fi 4 2 2 ^ 12 10 10 4 - - 4.5 3 2 - - 6 5. 4- - - - g•_0• 1 10 0 5 3.5 - 6 5 3 2 2 - 12 10 8.5 4 - - $ .5 2 ^ 12 10 4' - - 4 3 2. - - 8 a- 3.5 - - - -0• 12 0 T.5 4 - - 5 4 2.S 2 - - 12 10 5 5 3 - - 4.5 3 2 - ^ 12 10 3 - - 3,5 - - - 6 5 - - - 11`-0` 12 10 55 - - - S 5 2 ^ - 12 10 4 - - 4 3 2 - ^ 12110 - - - - 12`-0• 12 10 4.5 - - 4.5 3 2 - - 12 10 3 - - - 3.B 2 5 - ^ 12 10 - - - - 3 2 - - - - 8. S - - 13'-O• 12 10 - - I- -k43 - - 12 10 - - - - 3.5 2.5 - - 12 - - - 214'--O` 12 10 - - - - 12 7 - - - 3 2 -15'-0` 12 - - - 12 - -12 - }NOTES ON AKQKM REOLURENERM WOOD SUBSTRATES. t.ANCHM T)Mi.MOOR OR Sow VOW Sum SNARL K As FuLm S. -1/4,TAP09N OR UPWN n!M WON=11[8'AM M TU MMM MOMM AS WJ.WAMUWV BY � HV BLADE OR � NV BLADE �Il j L1:W.ntmot�x v/tuanam tlmxofD P1A@iR im AS 9�rAw is FAC1.SwnM w MM is t Ill. o�rr W seE Non=a e.iaw. 2,, To MM NLBe#gI M ML%SNE►19AmSWi. aV -HV WINDOW BLADE WORKING IN UNISON ua SCRW As PTR RDA 2M2 s+}R:41cuTDNs 3.SIJMMUE SWIi ON=0P TE FMOWM2 .s>D;UkRATIM Of USE w -9 UWM PW No.2 W*-OAS OLDS) SLADE Qq ON SW 28 - TIE�Rpm w(KMS) 8; � -W"M PW FIR SM a•a30 ` -WL t/x•cu PLANO(1984 APA) 4.MMM SOLL 9£*WMW AM IMM ALL OF tNE WMWIUxl M8 AND WEdF7 AUG OF T£ . MM"iwaO MRHL I FLORIDA 6UIIDINIi CODE h V4kodiy Nuakv:4&a* 4%1%111111 jf✓ x --'-- O 2015 EMM WAW SOY,OC ABERTHHYlu....:., /T-ILTEcolloc. A■ „ ■A■ Accordion Shutter System V.wx 11 Ti OR 0 AV.MW SAN It AV.wx Tittll TESTlfO d FN0BIEERIN9 COitPANY AmeMOa11 S11uHar 5Yrstems 01T, . 9iWN nn Ri TE OF m34 wa sa►X.a.3W VIMU ovmoa:nasal 331 AtoIfta. . oto 11-1M an4 ava o4/1a 1n a}en-taw.Fa•:(�a11m1-tan 42888 Wesestroads Ot1�te 2 (ao y0'. FIORtUA:G����a es-0004�'�'iOO "i9 West Palm Beach, FL 33407 3 0RAW9(0 No 1j 44410 c 4 15-084 tr M P.E. iU1RE/DATE s e INSTALLATION DETAILS-- ON EXISIING WQQD BUILDINGS FOR HY & H ♦ BLADES WAPPLICABLE) mAx SHUTTER spAN L+ OR L— FORMALLAIioNs INTO, tl ggpWITH- Hy BLADE 1 ONLY SHABE LIMIJED 105, pgf. A,S,D. DEMON PRFSSURE RATING. SEE §HEET 26--F0 MAX SUB & D, "40 lvpm OR -FOR INSTALIATION 'BLADE(M A dA WORKING IN UNISON `c 1 4'0�OR I ME om TO "OtFAUMM TMM#WLM 0wTw Wow WADER. 'Mt t t FFn tt'FMiPot11Ott ; ! OR (SFE 30MUE 011 SHEET 10) ti ETOS"IF=NFAEMm ! @�1 (SM sciam E:ON SHEET te) V NL J4.O-2or3/4'sS.MCH"ScRM E7aSTNO. ! & .f it Z: .�•4t d YUil WAU Ivow • Yi I HillI ION. DOSi «S ' fit�l2'x4F WOOD Q ►i0 r ,S) UK _ 1 22W If" '' TAP'COH wiN lDYAHGED ! HFADtJt RE.$IMiED 31"SWARM rx4* GtA$S-- TO WL SEPAMM Cow.SILL an loom PLAIt FAWW t2ltOn MUSIM (SEE SttiEWlE UDi .OF l4 00 R/1TE ' 9A "`! ON EEIFET 12) (w SQIEOUE ON SHM la) a HV WAi L REAM INSTAL,ASK ti'_ JiV WALL HEADER 114MLLA11I()NIM SEPAPATM �0 HY W(ij,4_�j(y Jti57AEL14�t0it ( WX sEPMMM �- 1aN.SEPARATA7N ! = ' ' t �"—"--`(ae SCI�#EE1Afi t M , , ETaslUta !- ------ (SEE sc"mllE p�g7NO oN SHINT 12) y 2St4'CONE. W wuuw— qi�/! ON 5t1FET 12) WOOD Pt1RE: ON SHEET 12) ! ! t 4•A-2ax3 9.s. 'r "40-2OxJ/4.5.8. 1 SCIQMB p scttEvs w I : '► Nut's o / I t 1 a4a>< f -2a Nuts i t Gk.x 'o r, an� t at t 2k4'OONT tYl� YA)Di)i'uTE. t I'IM 1 4'P T wo mvn OLTi (tfEYa t 1AP ON WIC/�pV11N� �( 1 4# v"Oft wOl AdV/U10ED 11//0F�A/D�FORM 7EMOVAM 7!1POON VVI lE'CitNOIpOY ZSt4'CaNt - TINEAGFCkI nuowLOOY MTfNElDED PIRAEFItUM OF t�iM M1E0 PLYAV •'� w t wk,PEIiEtRA710N OF �RITEER�AS�Y.=Y�� k p u 1Yj t t Ein.PIIiETRh7ipN (SEE SQEDtHE ON sitEEt to) E70SiY1O 1ML 2"k4'SNDs i AREA IMO PLYVIOM 2-MUNaND sEcnm ow BE fvm OFrAttlonl OF ro p Pe1itTE. •1/2•UK Mx n.YWOOD REDO. a ta'OC.MM RECD. ( sGIEDt%E ON St1EET Is) MIfBf#7!W AtiY WAY 70 - (SEE sC,MD a ON ow la) .PLYWOOD TO BE A7tACIffD TO 1/x taN. It"FINM SUR AW*WAWTAft W&2114'SILOS aA*aa,UK m**. SIUDs N AOOOMMM NMPLYYoOD s(u'D. HV ;i,�,,,TiL1 iNSTALiATI4N , PLYWOOD To Be ATEACM TO STUDS Of ACCI C SEMpN 2722 OF THE FAC# ♦SEE WTAIQiB OF OF WRN SWIIDN 2322 OF TRE F.B.O. � atAD£IA qi SHEEI• ©HV WALT. S Li, tN ACIATtON @)HV_WALL SILL INUALLATttlN tiMDA BUitDitt0 CODE MON ik h Y • %fffcane Ione gtt(t(iNMttJ O 2018 EXRm YETAL SUPPLY.MIC. ��� Tli p.�A; ....Z/% —TE- F t► BERTHA HYD system y1 CtE 11 C 0 INC. A.S.r7.Aw v Euae tCO1CoRr n shuttWN er U. AmeHcon Shutter Systems IV.lk oescom wt I WAN 96 ILL TOUT TESTING& EWAKEtE81N0 COMPANY Asscctatton. Ina. t alit Et-1n r/Is iwn 04/13/15 • cola xR sL,at.xa ti�tv000,1LOM%sst • •.cc�� Ft* s(u'0a)a7i-ta5O.Fmt x(30WI-1551 4.288 Westroads �IQYe 2 0mvilN6 NO .�dp ;`IOR10P ��s .-m 000ei°a`�"a, West Palm Beach, FC 33407 a 15--084 •�6�'�"`• fu1.7En A mn dr.P44tet R. E SHEET P.Ej'� GATE ETaR+ow EEG f a END INSTALLATIGINS n gy & HVt BLADES INTO 7"Yd" MIN, WOOD STUDS 'taK 1Y UP"CR VWWM W"11000VIM CAD .e0a 511104t APNswi '! Aat'AtMY'O�ttR7ADFOFtt Stita4 IWO. 2W NK V a 44r, 1 {te A SAM1 `t j tr s ft S ae ( 1 t � ROOM WMA 1 ST" sxntu+s atM1 h +neas r 7°s etcm titsT COS"am atus ( ! 01A= ! 1 !! • % � -- t tet aa.1 .. MMM s/Y ltai let sow4� to oue3 pEe t tea cmc 2 FOR 1 t/2•tet car t FOR� . I. '0Y SE vWooa s aAm(ps • '� t t3YY00a 3UaF.7 M 1 Plafsm• t PWL PC" tet Al'IMM tiotil2• t�tOikC.S" to 4 MOM — a.cacnrt� vtwta.•aa S 4 oaeocc..wtaop � • • SM QM x OR OR® ®• suc ,01°00Nutao x rO50aax aMtatt • (�. TC TWO 'CD ` 0•ftt•t �l•c�!• • ®'(!J®• dl>- 0•t?-®•(+D�C�a•Q• t+T30-d;i••' Q1}, 4•�'a•©• ©•t4-+t)•�'�' fit!•@+©•t -d •Ea� 0:0.0.0.0.0 &000-04)•0 QUAILAFL CONMMBQN_UML f(� END CONNECTtOO DETAIL® rND CONNECTION DETAIL d ® rji-xmv as An W"prF M JIM 1t7 J floSifil tM i1 717 A fCW. m ADVANCED ��'t t � .. iEpH01a41f��tMiatiX 7ECNIOU,wY� —• _ . 2aP tW. • + utd+aa• t s tev. / /� ♦ SEE Utl AlIONS OF'!is£OF suras t1E7a �0 tY GA "M SvSvxM a u•O.C. ti16 a SILA 10 ( O 4 GIME aJ SHEEP 18 t"0 aumt(58 t!Y tet UFM *0 E 04 g t 4 sIa.nMR a r� aAo s 49 elm 0aR0-0-0 0 • s © • 4 4 6 pt g�on(i�a" tN,t 214•Yea ttow WALLatuae tetra — 0•D• Sz 0. tzID CONK®•0••�'�- ®•��• •®- • ' ® END CONN-- N DETAIL @ FLORIDA BWLDINS CODE 06 WO Velocidy ilYrrscm o tone m 2013 MM UUX SW t_r..M ... ..... BERTHA HVTu '`� • `�'- /TC E c a� A■A■S■A■ Accordion Shutter System 4 RUDE h W OR M H.Y.WDDDYf RUDE Al FRY.BIADE • / !.f"ric' AmerMan ShuHer Systema otuaYt nrtPAL *� TiWT TESTIKO do EKOINEERINO COttPAKY Aesoetatten. Inc. t an 11-x1 kyle 1MT6 04/13 18 TATE OF WW$M 7°"M 5t%.-aN 1Ae"a cruets ncant"' 4288 Weatroads Dr(ve : phos t(so 3)eatt-MV.vet 6(30SWt-1331 DRAWIKG Ko •• .,n•c U 90000Gtoao West Palm Beach, FL W407 3 15-084 vitxsrt"a �P 4 VKTM tt.anoa Yrs 11 4407 a SHEET P.E. � tEJDATE • 4 -------------EXTERfORr--------- I .1875• -- -- .4625 -0623 ' i 12•M tt aE�e t TO� I 06 s• t 1A SECTION X—X W MNDOW SM �t W 3'OPEMNO ! 0625 44 POLYCARBONATE IMPACT REST ANT HV WINDOW j BAYER MAKROLON 3103 POLYCARBONATE oa625• RESINS, UV—STABILIZED GRADE OR SABIC Ea Fat f_ INNOVATIVE PLASTIC LEXAN 103 RESIN FLAT OF MADE (SEE NOTE "F" ON SHEET 28). 44 !' EXTERIOR //f 1.3 50" POLYCARBONATE SOURCES FOR 44 APPUCAME HWLT 02.8750 V EFEF M TrPtGL PfmPfxDES wrn Sam Nwt aw /� :eamiAlsw `rxi= away�s am ! f 13ICAL• jf *5 3/4' SPECIFIC ORAMY ASTM D792 0.043 6,41' M043 Ib/ki f TENSILE YRID STRENGTH ASM D838 9.400 PALL 9,500 p,%L 2 7/0'Iii. I .-.J I 1 FLE)WRA.sR awm AT Y*w ASTM 0790 0.500 P,Li. 13AW PAT. SECLEAR ( I g a FLEXURAL UMLLJS ASM D790 310,000 PLC 315,000 p.LL 1 t I BETWEEN 03.7500 itPbGE f I T •0625» 03.0000 NOTCHED MOD ASM D23e 19 FT-6/!n 17 F7-lb/tn I — 625• V 1 SWQKE OFNSOY ASTM D2813 472 X 64.5 x MAX fI \tj SECTION Y—YRATE OF BURNNI AS1M Dass C-1 CLASS 0-1 CLASS SCALE: t" = t" .7500` glF XMI014 ASM DIM 1040'F 980'F I I� ASIM 0 T94SIE SMENOTH Ann WASHMMI ASTM838 9302 RsZ 8840 P.LL EXTERIOR ELEYMON TENSILE STRESS BEFORE MTHERWC ASM 638 9181 PLL SOW P.M. SCALE: TO oonr TYPICAL HV WINDOW BLADE AND t. SCALE: '3/8"=1* POLYCARBONATE HV WINDOW DETAIL ' FLORIDA HUtIDlN0 CODE 06 High Velocity Nurrkom Zone AL. ©2015 E/SIF]2N YETAL SLIPPI.Y,INC. 13ERTM Wit, pct fu /—riCric 8 i„c A gNNr A Accordion Shutter System . Xt; - American.Shutter Systems Y.GIME it N f 0 M.MINION! DRAM M Y BLADE T1Ltrt TESTit(0 # ENGINEERING COMPANY ILL 5TATE OF fi 6M XV.�31St 305.mew awmoe,naeA�a ��n. Inc. L OLD LL-w alLaj+S DAM 04/13/15 Phaw:(305)6;1-1330.Fm t(30St101-salt 4268 Westmod8 Drive : DRAWING No �`1��. �-®>�1p•� West Palm Beach, Ft 33407 s PAL��C,�`�`` wA3Fx A TAW 3r PE 4 1 rJ-084 P.E. S�AL/1810NkIURE/DATE n01KLw IFe i 44107 i SHEET LRMSON MM A 4 Y 1.MAX ASA CESIGN Wa85Uft RATUR 010,-ito W. 2.WX.15HU A SPAN:W s.Att1CNkTf 11Ut1tf07CSa A 0.a a H ON SUETS S.n AS WAL AS NOtMF10S t;0.T paKoN SH"f0a 196 d �AIIXXWW A ff MM AM=SM OF o A w MY WtN0F4—.t=OILY A1Mt A HNN@i111N Or 5 CPkTOM 7W.M END (bV IblFS7 res smm S1O�N1 ON SIP:ET W. , (a ow VAX S tY2aDYS M&1f ivp ca Rolm E=Or wwmm sLAwQ WHO011 AT TMH G f�► DM COfIk1 OUE EROII STFRIERS AY QIOS WY 6E IN ' ro'TtlR01�N"Mmww=q= K USO AWMTE 10 A MA W EnAOEQ AS ERNE72 SATE OP aoE DEMO MpCWE TO A SOW W (F)PO4TCRIBfOF I tN POW g1r9W1.lE M IN W 9D 7riM fAM a g M1118M*KVU OF THE 0CRW bbEE41t7766 PAC MI 1N MiPFWW NOSE 9E Sam OILY 0L4TAUED 111E tOadD 1lS0A A 1N St1O1D TOOL P lif ASSA. 11ETAR8 ON �yg *'G, MOM11iitRRW ism L SEE OM WACM St1MW POR KKU MM OM WOOD ERA110 aOHWlt00 ON SHEEP Ea.M!11010)IN SPA!ATA A"O1 M MAD(Sff P t � NONS 1 at 2 A a; 7.SEE MOM SEM OG= UE M EawErDl M Wo POWND Cc CONCAE1E OR CONcaETE a=WNL ON SM•13 3 14 AS tArtED(M SPAR NA ASD OMM UY&(SFE MM 14 2 AW E). It.INMM SWAMM TO WSS MMU PEA AS)0 E-19M _ 500 E1N�i1S� w a®01I✓'v/ I wm 7Ot1E WM1Y ARATIONA CLASS p H 11"W3 i• ELEVATION NH.SL�11Rm To CAM 4 ass•' -. SM UIE M StIff 12 FoR mmE(D �,_..� r10 M s>�r as FTET 11<wAaEsmar 5 A 1 `\ 4 iAAMINZIRCMIMEM1499- _ i w�jo �®� TYP1 AL Hy BLADE WORKING UNISON WITH t!Y WINDOW BLADE 6A SHUTTER* N.T.S. F!ORIDA CODE a 910 Ve "Uniwne W,t1t1tNUTlquri,'', @ 2015 PASfAIE E+tTN.SUPPLY,DiC. .�' �l� BERTHA HVTm L E C O wN A.S■SwAw Accordion Shutter System BADE it wl 8R 0 a.NNW 8t a a Y.Ma Amertean Shutter Systeme ownRl9n u * nulr rEstntc a EkaNEeH►Hc conPANr Assoatattan. Ino. 1 CIA E1-fa .E�wsns GAM-04/13/15 II tE4F ,r a,aa ho as(ac.sw 3Ea xarseA sAao9a EFact 31+ 4288 W9atroada lhivo 2 OW(Wlitt3 No Pnm. (aoa)er1-1630.Paa:(s09MT1-tut .-mac ear.coDaaoom weak Pam lla�h, ft 33407 s cls:•.,�taatfl.• ��.� ED-00067,0 15-084 wkm A.nam P.E /......•�a s``OATE ROMA Um 0 1 � : SHEET 7fOf43i Florida Building Code Online •�.,�. CC }} s}t (k3t"^�ili� BCIS Home i Log In i User Registration Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff I BCI5 Site Map Links Search Busines � °21. Product Approval Professional USER:Public User Regulation Product Approval Menu>Product or Application Search>Application Lisp>Application Detail FL# FL389-R8 -- Application Type Revision n Code Version ion 2014 V r 11Ap9g pp�� .11 C�t'd .. 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/Small 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 TM 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 httpYAvww.floridaW[ding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 112 -- Florida Building 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 Use Installation Instructions Approved for use In HVHZ: No FL389 R8 11 A,S.S,A. INC. DRWG.15-086.od 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. F.E.R. DRING.15-086,13d 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'w-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in 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. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks i 1 Only- (Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instruct-ons Approved for use in HVHZ: No FL389 R8 11 A.S.S.A'.'INC. DRWG.15-085.od 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 R8 AE A.3,S.A. INC. P.E,R, DRWG. 15-085 HV.r)df 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, -72 p.s.f. load for HV blade for Keystone mountings 7-0"for +75,-75 p.s.f. for metals stud mountings and 8'w-0"for 110 i p.s.f. for HVI.and HVIA working in unison. See sheets1'7' 11 spans and 20 respectively of installation drawings for other and pressures. 1389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRWG.15-084.j)d Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A,S.5.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 112, 25 and 28 respectively Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone;856-487-1824 The State of Florida Is an AAJEEG employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement:,Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubtic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick her. Product Approval Accepts: -M FVX 99 M "et hV:/AwAv,floridabUicUrig.org/pripr_.ppp_ob.aspx?param=wGEVXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw�/�3d 2t2 :tea JUN 5 2017 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PERNAlITf'IKIG PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE Si. Lucie CountyFL ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: 'ril,r am ,J' NOA or FL# ADDRESS -�Q Q cyte D fj.1,0C Ch." NOA or FL# CITY/STATE , . ;���� 7L / NOA or FL# CLADDING TYPE: f rp p e / Ce—eVxe! r/ 'e- NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vult) 160 4!.'I' N _ � � °< 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= +0.16 <=10SF 1oSF><=206F 20SF><=50SF POSITIVE PRESSURE4+5 ZONE 41.0 gr '` ( ) � � 39.2 36.7 ; 4a53F NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 -47.9 -45.2tz ( ) x r .Y -57.5 -52.0 h NEGATIVE PRESSURE END ZONE 5 -61.7 PARTIALLY ENCLOSED BUILDING GCpi= +0.55 <=10SF. 105F><=20SF 20SF><=50SF POSITIVE PRESSURE ( ZONE 4+5) 53.9 52.0 . 49.6 $ NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -62.3 = y -59.6 3 y NEGATIVE PRESSURE (END ZONES) -76.1 gam. � ,µ -72.0 `� ;� -66.5 + dx LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 UNIT SHUTTER PRESSURES OPENING SIZE SHUTTER SHUTTER SHUTTER STORM BARS ANCHM 9PANELS# WXH . HEIGHT SPAN # REQ SPACING J ? Y43 Y6 �� /" ol/ .27 q' l` c 138 93 7,- 6ri -3Po y 7 '- 71' G 6. 72 V6 . 3'- /0 if f -Y v 37 2 q s , _ v a7 36P J z tl6 3' _/o ' f f7li L�s ry =L k E Si. Ducie County, FL • f