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Home My WebLink AboutProduct Approval BUILmNG S PEAK RooF HEIGHT vs DESIGN WIND PR cslrac FOR COMPONENTS A• CLADDING ms E) FOR ASCE am - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED - 170 mph RISK CATEGORY l/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L-GREATER OR EQUAL THAN 7'-9"AND L-LESS THAN 7'-9' LESS THAN 12'-3' I-GREATER OR FOWL THAN 12'-3' , ROOF HEIGHT POSITIVE Nm7IV£ POSITIVE NM77VE POSITIVE NEGATIVE (h) ULTIMATE A.S.O.- ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0'- 15' 76.4 45.8. 102.4 61.4 73.0 4J.8 95.5 57.J 68.5 41.1 ICORRESPOND TO NDICATED DESIGN WIND PRESSURES B6.4 51.8 ZONE AND INTERIORMUM END CONDITIONS > 15'-20' 80.4 48.1 f 07 6 64.6 76.8 46.1 f 00.4 60.2 72.0 4J.2 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. >25'-30' 86.2 51,7 715.5 69.J 82.4 49.4 f07.7 64.6 77.3 46.4 974 56,4 * L ACC=STORMORDION PANEL >30'-40' 90.7 54r4,'! 121.4 72.81 85.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BAHAAA SHUTTER HEIGHT. 94.J 56.6` 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 *** PRODUCTS WHICH BEAR A 97.J 58.4 1JO.J 78.2 92.9 65.7 121.5 72.9 87.2 52.J 109.9 65,9 MAMI-DADE COUNTY OR A 1 , STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DEMON WIND PRESSURE FOR COMPONENTS A CLADDING MS.F) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEFr-W BASIC WIND:SPEED - 170 mph RISK CATEGORY R'BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) o PEAK L••LESS THAN 12-3' Lam'GREATER OR EQUAL THAN 12'-5' ROOF HEIGHT POSITIVE N£GAT/Y£ POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE I AS.D. ULTIMATE I A.S.D. ULTIMATE ASD, > 70'-BD' 93.6 56.2 171.6 103.0 86.2 5�.7 15�.9 9�.� REVIEWED FOR BUILD/NG SCHEA/ATIC >Bo'-9D' 95.6 57,4 175.2 105.1 88.0 1 52.8 155.01 9J.0 CODE COMPLIANCE >90'_ Too' 97.3 58.4 178.4 f07,4 89.7 1 53.8 157.9'1 94.7 ST. LUCIE COUNTY > 100'- 120' 100.5 6O.J 184.2 110.5 92.5 55.5 163.0 97.8 BOCC G `o ��111111111Nil1IbM > 140'- 160' 105.6 6J.4 193.6 1182 97.3 58.4 171.J' 102.8 ��`�x``\.��R > 160'- 180' 107.8 64.7 197.6 118.6 99.J 59.6 174.9 104.9 �P'•��ENSF •'•� �; > 160'-200' 109.8 65.9 201.J 1208 101.1 60.7 178.1 106.9 No.44167 >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 >250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 %-O'•, STATE OF .'9: >JOO'-J50' 121.0 72.6 121.9 1 JJ.f 111.6 66.9 196.J 117.8 >350'-400' 123.9 74.J 22ZI 1J6.J 114.1 6B.5 200.9 120.5 FILE >WO;-450' 126.4 75.8 231.E f39.1 116.5 69.9 205.1 12J1 COP alllllff;1I11EC�� ` O -500' 1N128.8 77.3 . 41.7 18.E 71.2 2 .9 125.3 01 NO I.)THIS CER71RED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY,THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(7th EDR10N)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN ST. LUCIE&1NDIAN RIVER COUNNES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 01020 T(LT£M,INC ASCE 7 WIND PRESSURE CHART M.v 2.)'7H/S WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED,TO OBTAIN A ONE TIME BUILDING PERM?. STORM PANELS,L!;ACCORDION&BAFWMA SHUTTERS DRAWN BY S.)CONTPoICTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT,L1 BLDGS 0812312020 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. IL E C O INS, D,TE A.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, TR11T TESTING tr ENOINEERINO COMPANY WIND PRESSURE CHART ew Nw.�atn.n sd,a0.x yrr0u¢MfNpBL�n xtTae BASIC WINO SPEED= 170 mph 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPAR47E DOCUMENT PREPARED BY phm�:6Tu+JaTr-taw.Fu:ta0.a)6lT-ItUI EXPOSURE D,Kd a 0.85 2O- �7 THE CONTRACTOR OR PERMIT HOLDER'(.#.,SPREADSHEET,OPENING SCHEOULE/TAKE OFF SHEET,ETC.). C4-00067I9 �•R a>suranwi art ary x. anaw+ox o,rt ORAW/NC No WALTER A TIC 44 67 FLORIDA Lle. 41 Au n-Iaa o SHEET I OF T i rrS s«�. r'a ?.6 EE 9 Bcls:Nome 1. tn9_In_ User Registration :? ,Hot Topi=s ! Submit slucharge stats 9:Facts- 'Publications i.-contact Us i BCIS'Site trap: �, Links `a search 'a bpr d Product Approval gre iac;llppimal Mknv?Prodp�t or A ;zcien Searrit>'d it tan Fi;t>Application Detail FL QF 8 P 'A Iication Type,'. 'pp . Revision , ,Code Version 2020 Application Status Approve Comments Archived Product Manufacturer: American Shutter Systems Association;Inc. Address/Rhone/Email 4268 Westroads Drive West'Palm Beach;FL 33407 ..(5 ,209-8263 bfeel ey@ easternmeta 1.com Authonzed Signature Bill Feeley. Irodnguez@easternmetal com Z2o3-a(.g'd Technical Representative Address/Phone/Email. REVIEWED FOR Quality Assurance;Representative CODE COMPLIANCE Address/Phone/Emaill ST. LUCIE COUNTY Category. Shutters BOCC ;Subcategory Accordion Compliance.Methotl " Evaluation.Report'from.a Florida Registered'Are hitect.or'a licensed Florida. Professional Engineer. ;z, Evaluation Report'-,Hardcopy Received "Florida Engineer"or'Architect Name who developed the;Walter A..T,illit,]r. P.E. Evaluation Report';`, flonda.License', P&44167 ualit Assurance.Entity Q Y„ Natignal'Accreditation..and-Management Institute; =Quality:Assurance Contract Expiration Oate 12/31/2022 Validated By, John Henry Kampmann Jr. Validation,Checklist Py..Hardco Received Certficate of iridependence' ULAQ 12 Of '. Reference& tandard and.Year(of Standard) gUndard Year ASTM E-1886:" 2012 ASTM'E-1996' 2012 TAS 2013202,203' FILE C O P ,04 Equivalence.of Product Standards Certified°BY:`.. sect'Pos.from the Code e . Product Approval Method Method i Option D Date Submitted, 10/15/2020 Date Validated 11/06/2020 Date Pending FBG Approval` 11/06/2020 Qate Approved= 12/15/2020 Sutnin arV of products Ft #' f Modelli Number or NameAesCr'rptiori 389.1 Bertha HV Accordion Shutter-glade !Extruded aluminum Interlocking blades.retained,by tracks(tap 13 -(Non-f-VHZ)-Drwg:20-165 and bottom)for storm protection:, 1 limits ifi Use Installation Instructions Approved for use m HVHZ. No fL389 914 11:DRWING ASSA BLAPE3 f � Approved for use outside HVHZ,,1es Verified By:Arnericain Test Lab.of South Florida,Inc. Impact Resistant:Yes Created 69.1ndependent'Third Party:Yes Desig►t;Pressure N/A- &aivation Reports Othert'Large Missile Level 'D".Max span is 12'-3 for 3 40 psf F 36�9 ko AE pEA AssA BLAO ad i positive.ASD load.and f3'-V for.35 psf negative ASO load theI Created;by:Independent Third Party:Yes: 'HV3,;blade w10 window,blade,5'-2'for 110 psf ASa load for { HV3:blade w/o.window blade and 8'-11"for 62 psf,9`11"::for 5,5 psf=HV3'-blade W/window blade-working in unisori.Na><apan_ j ,for HV3 blade w/o;window blade for installations into Metal i - ASO pressure rating of,72, 72_an. Stud walls:'is',79'for,m61x j t Itt gq for+6'4,-64 psf:See sheet 5 for otherspans and ASO :prnssures s' 369:2 . Bertha HV Accordion Shutter-Blade 1 'Extruded aluminum interlocking blades retained by tracks{top V i' Only (Nan NVHZ)-Drwg 20-164 1 and bottom)for storm pgatectfon t i tmlts;of rise: Instaiiatton Ynstructions i Approved for use in'HVHZ:Na ! F =R13?'II �RtV t g erg_6 AC�r gt l _ Approved for use outside HVHZ:-Yes Verified By::American-Test Lab.of South Florida,Inc. Impact Resistaht;Yes Created by;ihdepeadent Third Party Yes> Destgp Pressure:NJA. Evaluation Reports ather;.Lar a missile level lb". hlax.Span is 16'-0"for30 1 Created I IndependentEPEA �A BLADEI pdf j 9 p s:f ' FC369 R10 Ai=,P>=R A negative;ASD load"depending on centermates and locking rodThird Party.Yes configuration for the HV1 blade 8'-0"for+64, -72 p.s f A.S.Q: 1 toad for blade;for Keystone mountings 7=0 p s.f.`or metals ii stud mountings and 8'-0"far'110 psf for-i4V1A working in. 9, unison.See sheets 7;11 and 20 respectively of installation l drawrngs.•foe otharspans and pressures- .. _ v 389.3 l Bertha HV Accordion Shutter Extruded aluminum interlocking_Blades retained by tracks(tap i 1 COMBO-(Non-HVHZ)-Drwg 20-163 ;and bottom)for storm protection: i l .. _. _ .W �. __ _ Limits of Use !Instaillatton Instruc$iops . Approved for use in iiVHZ.No Ft 389 A10 I1.DRW A SA BAD 1 Approved for,use outside.HVlii.-Yes ; Verified By:American Test Lab of:South'Flbrida,'Inc. �'-Ympaat Resistant:Yes' Created by Independent Third Party Yes j Design Pressure.NJA: Evaliuiabon Reports :Clihor:Large missile:Max. 16'-0"span at 39 p.s.f ASO toad i Fa; AE.PER ASSA atAi)t i Z oof for Blade i and,18'0'for Blade 2,see schedules on Gheet 12, i Created by i Independent Third Party Yes .. . t 25 and 28 respectively l ' i:nnEact_U�E:26tl eta r.StnnF'Raad.7aliaita�e�t'3239�Pfrone'95t).3@T 182�z., isle state of ffvrida is-an M/EER einptoyer.Cogydght 2697�'ct113:5tate Of"flaUda, ➢.crvasy_SXut9ttrHnt:;'AecesSrbiiity Statensgnt;t:Rdfon-9•Stat.me.nt Ender Florida 6v,erntiif Bddresses a e Public iacords e`you do not`want yPUr a-marr zddr.:SS ra'leascd'4n r�apimse to a Public-retards NgUest ido not send pis;ionic: `rKa/i to il-.6 inttty.'tnst_hif;tdrtact the e.Mce by:phe;aa or by trail f bnri 1.mail:If yeu fame.Any-etoestrons,ptease aantait$54.4E?.13y5.�.xFura-uaaat to Sectian 4S5.275(1), '#tltvtde StDtUteS,affectf$.e I7CttSl.Ef 1.2n 12 ;jEa�n leS Ucen;.ed irnJef`Ch Ater q5'i;F m 5t pYOSrde thr=.Odar.'rtSenk-with'ari eittaif�Cores?it they Rave ole The-'.m_,iis 4p. Odii d may be used-for official comet inic.avoi wa4 the I tensr:e.iiuvraver email addre,ses are public rec'o d.If you do trot ttiisit to supply a personal rddt s., rl€:3se 'provide tfiQ.ilepactrryecxt'v tilt:?eti arri>'fl adnfres~,shish taxi tie tf4ade avallu6in_to thy.puSUc.Tb. eteri'tilna il.ye.V are a li4anSeii lintaet Chapter- 55,l=.S.,Flea,e"cticw. Product Appravol.Acoepts: l:t�t�li�t�rt�. Y 'i GENERAL NOTES.- 1.BERTHA MY.ACCORDION:SHUTTER SYSTEM SHOWN ON 7RS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED,FOR COMPLIANCE IN ACCORDANCE WITH THE 2D,20 tM MITION)OF THE FLCRIDA. BLIILakC CCWE.THIS ACC0PM4,SHLIM,3YYSTEV Sf'Jtii,l,NOT BE ItISTARLED AT NIGH VELWTy HLH�CANIE ZONES; .: :.. DESICd4 WIND LOADS.SNALL BE DETERMINED AS PER Stamm I=OF ME.A90VE ME OWED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE ]URISCICTION WHERE SHUTTER WILL TAB �,E-OE.�.C.ONTENT5. BE IISTALUD WITH A OSRECTLOP4 ::FACTOR Kd-0.88,USING A9CE 7-t6 AND SHALL NOT'E7lCEED.THE V"Mtm(A.S.D:)DESIGN PRESSURE RAMNSS WrATED ON SRESS'11.THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE'CGNTIMNI.ULTIMATE omGN WINO LOATJS QEtE1TA0hETi PER A=7-ta sHALL BE,FIRSI' REDUCED TO.AS.D. DESIGN WR5S LIMITS` AREA j W SLADES(1) t{� BY M1I.1tPM4C THEM BY 0.6 74 ORDER ID.tGOItR£'THESE Wj WV-(A-S-D)DES"PRESSURE PAT=50trATED ON StWrm I I T/HRU I5; 19.&20. GENERAL NOTES SHEET 1 ' IN ORDER TO VERIFY THAT COMPDNENTS CT A1CO-1.6 ON DEEi F.E.O.,AS TESTED, OF NOT OVER STRESSED,A 33 Ti INCREk9E:-iN ALLOWABLE STRESS FOR WIND tOAt}S.WAS,NM USED I^I.iFIEIH. SYS DA COMPONENTS. 1-20 SHEET 2 ANPI.YSTw:ttOl4'�'ER.A WINO.GURAttgi FACTOR OD-1.Eif TWS BSED FOR VERiFiCAT2ON OF FASTENERS IN WOW. SOMA H.V:ACCOROtON SHfUT%R.SYM. 'S ADEQUACY FOR WIND AID LARGE MISSILE IUPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1600,11 Of THE ABOVE MENTIONED CODE AS PEP,. SYSTEM COMPONENTS 21-37 SHEET 3 ATL Rc"NDRT81 ^/P(CAi:SHUTTER ASSEMSLY 38-44 .SHEET'4 TYPICAL WINDOW BLADE&WINDOW DETAIL: -HV Bt.ADE.� 44021441-05./015.01-03, 41214A1-05;§0317,02-06,$0ow,01-10 AND J[0210.01-.11 AS PER TAS-201,TAS=202 AM TA5-203'PROTOCOLS AI4D ASTM E-1886 ��Fl 2; Mt BLF�QE Q A.ND (�/ WINDOW BLADE n AND C-1906 STANDARDS (MISSILE LRKL 0.VAND''.OWS 1,.2"&3).&t12ZO,01-tO AS PER_, TA^a 201,203&203 PROTOCOLS LARGE MISSILE =AREA APRLT(`.tiR - -WIVI,1<.W BiAOE.`e9.jow5,O1-GR-AS PER Amu E-mr,m5 E�im (4NSSEl:LvEL a..YAw ZONES 1,2:3)BASIC PROTECTION ONLY AND#0725.Qt-88 AS PER TAs 202 PROTOCOL TYPICAL SHV';TER ELEVATION&NOTES ON LOCKS SHEET 5 ' INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 7.HV ELADE(I AND W'MINDOW SLICE 13 ARE 90'NMRa,TO VVCAK N.UNISON Wn EACH OWE* ow.-ER THE GENERAL.LWITAMNS AND CONDITIONS OF USE INc4W1FD ON SHEET 1S INSTA.LLAIION DETAILS G-M, CONCREIF/BLOCK SHEET 7 J.BERTm H.V,A.CCOTiDtC14 P!f"S(HV SCREWS),1ISED AT BLADES KNUCKLE AND MR DIRMT UCUH1 DONNE:DON TO TRACKS SHALL BE 1'T4K235"AND 014xi.75'RESRECIWW(,410-14T MINIMUM SERIES CEM'ERMATF DETAILS HV SHEET 8 STAINLESS.STEEL SCREWS WrM 135.0"YX10 SnIDIGIN AhD 180 ksi TENSILE STRENMH. FINS 5-fALL UE COATED WITH 6ERT'HA W DACROSHIcELD COALING SYSTEM AS MANUFA-MIRED BY APPROVED CE:NTERMATE ALTERNATING DETAILS W SHEET 9 COATING AFPi,iQA"S?5,RED-MIERED WITH AMM- CAN SKUTTEP SYSTEMS ASSOCIATION.PINS WUSTI REAR THE 14V JI"RIG ON THEIR HEAD. 4.ALL AUMINUUM EXTRLISIDNS SHALL.BE ALUMNUM.ASSOCIA'fOH ALLOY A.-OD TEMPER AS INDICATED ON SHEETS 2 AND 3,MINIMUM VELD STRENGTH FOR 60S.3-TC A,I„OY IS ZC.0 ksi J114D 35.7 ksi FOR END CONNECTION DETAILS 1-6•, C6NCRET_/9LCCK SHEET 10 6C05-18 ALLOY.ALL A Ajk(!NUat EXTRLi5IONS IN CONTACT*114 DSC IWLAR MATERIALS SI'AEL WMPLY WITH SECTION!tf-b CF THE'20T5 ALUMINUM DESIGN MANUAL 14AXiMUM,SPAN TABLE'« SHEET 11 A.NCHCR SCII'MILE-CONCRETE&BLOCK SHEET 12 5.ALL E 14*$ a €r.J EA1:yPAWLLy�U SNlt 474 OH 31B AT SETI;ET.OR CCRRLL ON Ra"STAN'T COATETF CA SLN x7M AS PER MN SMIS WOH.50 kei MIN,YlaD VMCNGT14.Vib 90 k.,.MIN.TENSILE 5TP`..NGTH.. ANCHOR SCHEDULE-CONCRETE &FLOCK SHEET 13 AND wv-L�OIdPLY'W/FwTavo,€iUIEDING mm SE TCw 24'.f.z_3.4, ANCHOR :;CHE'OULE-CONCRETE 6-BLOCK SHEET 14 F.BOLTS TO BE ASIV A-JG7 CALYAi tZED STEEL,OR AIV 304 CR 316 SERIES STANLESS STEEL WITH 35 I=e MINIMUM YIELD STRENGTH. ANCHOR 5CREDLO E-WOOD SHEET 15 7.SEE'74E FOLLOWN0 SHEETS FOR ANCHCR ST-ECIFICATMS:HNJ eLADE O. ; 12,13,14,15 AND 20 INSTALATION DETAILS M-R, WOOD SLIEST 16 Hv BLADE 0 @ Wc"m;IN UNION: 12, 13&15 INSTALLATION DELVLS,S-X,WOOD SHEET 17 S.THIS KRTHA H.V.t_'1CCR:X_H 511UTTER 5114iM M4-,5 A US,FATENT 6'7:9.582.Ct1taPC#EN'TS OF.IRS APF c END CONNECTION XTA;L9 7-12 &X,WOOD SHEET tB METAL SUPPLY,ANC. # RGVAI,ARE wVTI!iLD,IN WHCL. OR IN PART BY U.S. P+�-r. y458,t7R IS5V-0 TO EASTERN ?.IT SHALL BE THE RESPi^N%muTY OF THE CCMRAC70P T'.S 1,T,4Y T`riE S.OL3gmc5S OF' AREA 3. :T."LIT;STtiLiClliRL Yt3£RG:S 4te7Fe i5 Tv A,AJfYIT't3,pC32n�..PROPER ANCt!OR.4 E.tw:.'iFRG1i1R TO�.4'n£JC41.?Y." ALL S4JTTER CC+..T'CNENT.AGES WHICH REM14."Ll FASTT1411,0 114 CCNTINL'OUS CC',TAc1*H Tf!£,ELFLDittG':TQ:FREt'£i4P W1t40JtiA,ti IhTRi;SL'N: Tt 10.EACH UNIT MUST SEAR PERMANENT LABEL IN A!eSiBLE PLACE WITH WARNING NOTE:DllR1NIG PEt(005.OF if(:RR;CdIVE WARNINGS RCMr OtW,?Ei:.TEN&'i1;OR OTHERS,IVUS7 P'ECPETC. C m+3:1 :V lvNz 190' tYaC,;q'L.. Ykf#�"C:L�YfTLOh- :Stag£" o. CENTUM-ES OR LOCK ALL P.'J AND HD LOCKS, -. AIR£! 4 WINbC1W rt� 11.SHUTER MANI)PACTURERS LABEL-WIL BE LOCATED ON A RE=01°:i MSIRLE LOCATION MT.H"SECUON 1701, 1 OF FLORIDA Slit LNG COTE.(MIE a.Ae`sEi_•SH iNSTAL:LA('ON DETAILS;,AiE',A!"5i1;0 SNASL PLACED FOR EVERY OPENr4i,.•fAM,INC TCO:.OMPIY�aTCH SECTfCN T703.9-7.OH THfE fT.41ft1(iA 9Vi riNv 12.BERTHA HN,.ACC4'RVION SHUMERE SY=TENTS INSTALLATION SPPIL.COMPLY Wah^PwS It:AYEJ)&.I7d, OiFAVF'{RG,F'..t.Lt:AttY�;WyaDI¢t;Ae,IP-�2ON HC::ffEGtJLATiGt�PROVIDED.2Y'THE Adi?GOC�?ON PERMIT IS APFLEO s'0, ...- , .. - ,. ..... Lkt _ 13. (a)INS.P.E.D:,PF�'PARETI BY THIS ENC?4i<L'R is+^.,r"7.�EFZ;C Ah0 ODES NOT PROrkl)E'N4PCFaiaTI71N P .A IT!S SPEt:F'+C�RLafEY F;I.+t, +VHEP£.'HE STET:CONDITIONS DEVIATE FfTOat T C e.. (b)CONMACTCR t0 Be REEPON5f8LE FOR T14E SELECTION,P'%Rt,3:sc AND INSGLLATwA',oc GLw'C Um SAFETY Df';Nm WRGDt v;'k-EdJ ON ms F,64 PROVIDED HE/SHE OCES,WIT pEVf, i'FKFM _ THIS D `AWING H�t�.{:. ONLY:BE USED TO; . THE CONDITIONS'DETAILED ON TWS DOCUMENT.CONSTRL'CT.ON SAFETY AT SITE IS THE CONTRACTOR'S.R£.,PCY"BILT," (c)THIS P.E.D.WILL BE CONSIDERED INVALID F ALTERED,BY ANY MEANS. � ;�TAl�t FERwt' EN'THE"rtSTAI'E OF IF LORtflA�. (d)SP.E SP_CTC PMECTS SHALL.BE PREPA74Z 6Y A FT.ORIDA REGLSTORIIO ETONT:T:R W'w1;HlTcCT:`WHlcN WTL(,BECo6E TNE R'.:EfA',,T4 EET7" C"r CO ED(E.O.k) FOR THE PRLA,'E ;AAtt,Wn]WILL,8£" .. ( . ... .." RESPONSIBLE FOR ITK PROI"..it WE OF THE P;E.D..ENG-NEETR OF RECORD.ACi1NC AS"A:DIS GATED SNOLN.00?TO VC P,SA..Ek#OLNEER=SEv3's.L'SL+ STD THIS LATTER THE Sl.w,SPECIFIC,^.RAtt?iN4C-FTi4 REViEM.. 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(St 7 t55 4 NOTES: i4 t2 i10 9 A 84y �F f9 +a 9 E A u tt3lto A 9 3 OX to T fa. 05 7 55�d 4 12 s Y e6S 57 A S { .2,.`'D3 6 '$4 't- E.1)UUNNUM E115WW4, tNT{I T;QKRLT£.E?L.CCA CF TAP XW.KUE'PIP WJ LiP A{!4't!f3Ttt:APa TAWW.4-AN^H::fYs INS1 T/4'AND f 4{i 12 19.5 i 75 6 a '61TH SL'VAI4CED T1Tf�ita'Y'Di6A TECh1aCLG."r AtiCr•'!ti5 5 1. 3.5 to 16,5 5 a t 12 d 6.3 T 4 4 I- B.2)MINIMUM EMEIEMENT OF'1/4'0 x 3/4'AIL FO`..vlsS ZOUD-ET AN014ORS S4U'11_CE ei-MELY EMSEDOED 1!4TO T1tT_CGNCpiTE::LGCI(-.bU Ti t2 10 j,D @ I S4 1 ri4 T.5(4 1a l2 1.t t 7 15 t 4 j B• I ( EXS { h r L D*CDAlil N10 STUCCO SFWL Sc Imu.-ITED. 1/4'8-23 s.S.Ls4Ct7NE srsE:w mx-Fwu B:.1 1/2'LONG M+i um.P'GULD EY'CCO 14 ti5 78!8!4 L 1 s- t 7 35EaS t t. j. ET r,Am,1"MB2lYUU M 1YALLS wmf ma ZTi1CCO, to t2}.8 t6d la51 { i t2 8.5} 53! 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' �� ;. 1 ., V I��1�I /m W/b r+v vlrr�cir Anner[czan Sha'3>r sy�}QTns t.�.,,. >- c?nr+rc.t o�iA.A, �.- g 1LLIl TPSTTPiG&L I_WGINEMING COMPANY .M„ r f T- n {¢ i Utd+5. .tmn w_n5 xc'GJr+a'.MMLg5.FG7R:CA:Si6 ,a.S# 4 S'l3Pr. 17t, 7 , J !r o z, p i:'�1 c '/- _. t301Ar i. o acs�971-15at t tR 'w t mar., s7, I :,eit. %��r rL�jl(yp' `v• C- -11 - r a.t hr -._a i,;r1. Y _.,,y 7t 57� _!{(A_t.F '1LU{ P.E. e..-.:..._,....w.... - .-..� _ I �` ..T 3. +TTxttfirl r f f�Lv+t:; c c. .r _ ._...._....._.,.�.,...-..:.._... I tii'(. 41t4 t sN i1 fT�Alr_ �_._,_.�..�. fa OF v KiAkIM64 ANGHORK SPAdISM (ifft�'Kr�iFTHi1 F cnR a cavFnl uex SHUT cR SPAN AS D DESIGN NEY ATVF PRE 1pF MT) AND A'fORRRESPW jQP{ I!DUNTINC TYPE FOR CONCRETE OR NCR NCRETE 8I OGk IRUWA7.# jy4 (5U,.,iBOM1104k J,I<e L ON SHEET 7) .FOLM CON BETE' - .. REM BLOCK i vwx pgeN,@ Tt41 +di ANCHORS SPACING'I FGENo akT'GUAR . ft � o dclv,a NC ®WALLIROOR 1AW47ING &WALL/WAtX OVER MOUNTING .0.?�.W. E .. fig- iAFCON OR i5A 8LS471 NVATW per.MMG m-m mown pRMM ktm? TAPCOP!WITH ADVANCED c 30 44 k5Cf..75`cRd:1T17,1¢0,2�3 yJiLgbV,;y.40:;Y.•0t@o,2a;.";A;40;60;75€90.f20 iBO12a53o E44tao.�7s s0ll2oi4o2o5 THRFAbFORFA TECHNOLOGY. 11 17 a it .. la art..a it t :'t ,5La5 7 7 L. (,7.. 1.7 las. s s s s ,5 3 !5 -, L POINTS SOLID-SET 3-G" I:I'ttz lac ,E a ca'i@ }4 f2-i?z t fa }2t2 t9s r 7 7 7 7 7 E'7 j 7 a 5 i5 f:s �'"s �s, s' s" -. R IAS 14 72 rI0 R�aZ4 YR.76 tz(t1{i t24it.5gg a�'4g ta3 '7 7 7_ 7, 7 1117 7 d5. s �5 is js 5 S id �3... -_:-ELUC TAP 14 t2 to 0 B R 4 a t2 121i2 f r2 i:tatst5 T 17 7. 7 7 7 i-7 7 Ss fa 3 (515 S t6 - -'- t♦E12 F70 olB�a tx t.6 14 IT�t1 7 1'SFSS p35.9 7 7 7.17 7 7 SS s S ,S .5 S IS 5 4 .. _ 4 .0 tiit2, i0 f8 FB dia t5 tit7 •t2re31 tt CIF }'7 ISa 7 7 T. 7 7.y 7 �7 535 tA�f 11 id tu0 4 g E i TE f1 9.57a-).614$ 33'7 7 7�17�7 J sSiS 3 5 5 S 3 5 5 TAPPER+ 1� 12 S. 9iB��Bi6 12'i 12��t2.'tjldi7-.r5d- 7 7 7E7 ,7 7 t7 ;5.5 "515 ,5 ?5� 5 5 .5 t112 Td a }+QTa t5 12121 1t2 jR t7 tS A' 7 7. 7 717 tl5 V. 4 [3 1 5 5 S !5 3 4 S G 1412 10 D ¢B tB a@ 1 �12'�1it7 tl4a7 / .7 7 t7 7 5 S 3 ?S S t3 # 14 12 t140 R S d If tt 93 7.7;3 Tid .-5 7 17 7 t7 7 15 i35 �9 141,`12 10 F R S t S °"d -0 to 112 t2 9 i B 1'd te.3 7 r7 7 7 4 7 7"'�4 S.. S t 5.s 5 S t 3 r5. 1 'K SEE ANCHOR 14 it2 t4 4'(0 x is}3 la jj12't S 4 S 5S 7 45 35 5 5 5 t i5 4S SS SPECIFICATIONS 14 t2 14. -9 y_! a I-.0 t 7 t1-'12 f5 i d 7-@ las.ils 7 -] �7�i'i 7 7 7 7 �7 s-�S- 5 s i s 5 s tt1 „j 7 7 9 5 3 15 t 5 a ON SHEcI' 7�. 7 E'-G• aT;fa o 9 1 e a s to tx }? 7 7 , } _ 33 144 1 R10. R f 9 B't E 4 d la's 2 74 S iD i i^ �T 7•"'r 7 i 7 7 �d�i.5+ a J 14;12 141 J.SB 8 @ 5 11 c12',t10 d @S 5 3 1- 7 17 7 toy 55,,♦ - ( S..LS 5 5 L4 S f TG It�i O �.' 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Aarmgccn Shuiier"S s i ir2 R TILL,'[ to F GtrtEERn1C { MPk 1Y + rt FF 4 TiOH s ATa TUPAW t R 6» S.�} - �TFY'( iE ''t-•t'"!Z> ss If W 3!tn 3i•S isow wa.iN�r' Rona.?ai+, �S$Ct,:i0flon lnc I r G ./"r.c4'a cA[r 71e..?O2G t7-Yt} n Ana i n e, s cn> t3 3?rnR r S 176< N sR and or;Y : } z iA�r�?{?i+t'ti..^.Tae�r x r , . ... ii;�r?!:a,,,c;.d 4aFdT P'_'•"'-._-' _s..._. END INUAI_LAT 6k) (1) HV BLADE OR Q A WINDOW BLADEJET-0 2x�" MIN. WOOD STUDS -`--•-�-�•--',ram.t� r � � ; .� 1 i i� �t re, Lnm a«•..�. ' i'� ! /t R A"ICN: g F 1 !•t �` as ql Ao € i.•a.elp'lG11 �f• 3x i .Y txsmec.°ass','•^; ��•� � /!�'i:..t ;��T'm i ` Lxxrwa.u.�ss. �, �3 t�� Jp,��1 R-,.s E ,✓ z f Z 4 ',„! � � �..� i tj[ � At Ii � S'4.z � kt2 F �� r tf ,.n NK m. ma gvFa� mcTNoa�t. 4 x.k :w � . t nia a�'ui t Es tl`ru d (uxz- •y,t {f �fr'w jai.av� a�9 fa cr+..g•te tar .utu t.t'sxa v:»iCcu :` n ...z' n,c�stL�<,gt.�-._�t__�_•._�,._. m ......... � ' ....... - N-.—_.-.. ._.� t gR�,yt°:� � -- x,w.:gyro sI�•-#.�� x ..xc xCCu�E'ft. ` ��.•� ALC CO�NCt:Ht x ' A sx tr�c, r••k �f<,CR�€g x •-� �3 z�fO�•P�S et�. "x '"i f1.N�3�C) 7 � 4'ZS' 0. �N�:a�].leJ�'�•A�N s,r R'd.Lf,ram"EY7 v+"i , i0'WM.TE �"�A .�T(a 13 Ad+ '`yah.`w. Stitt ¢z.ri�s,�.(�. n�•"�+ f„?ST"t�1�- r tc ! 'd � s�.�.T�. �r•Si e#F;st�S�• i4€=�f It�r•t?t nd. 3• +, nr•� J,G• L+'ti +�•C v' ��=tiA�to c� t� �8.�-�•�• -a3 •3 a� f� w as C 33 .END CONNECTION DETAIL 0), END CONNECTION 6ETAIL?8)" END CO OETAII C91 END COM CTiON OETAtI sws c=ula aw;fry, ava x¢�z wr t+fz uk �l y t w-n '3.ts c t ,mk*t,Maw:csi s.- [xsr:�a..ss +stuttaa'�m z•oc. -r•-^.r.•,0 3t'..c. n..css ro--.. # . .- mo-xFn>E§s a �F9A )F�(vS'St'EFl 79 e u F 43i. ZaQfn4 tf, � .. y„ 71 scAxc a�-.crt i _..._ f di ff tt € I r A., \\-WALL rtYun a'r.^,a+.N,co-' �. 4�c�41•R3rffr3l + - ar,.ns END CONNECT m [SET& (0 ® CCNA1Et T€S�tV"DEtA€t 2 > _ nry+�n��y �i n1�tn (n1 /n ... ILOR& B►J€DIRGi>.TODE t,id�:'t :Utt. w.8��r't2!-fl�lrr t)t rF �onB, .� TUC— .. rP:A 0 EkSY'ti Cry.. 4Ftxt, rilC. 77 ON .� iaGtDls+ I✓�. . of sS f� iF (� as?r�FF tYmF ac� n syo t�c�ar I N�--lfaz•xsryw�yw <E m Aa :4416 li c no0z C0a hufter SYsEfiii@P ! ! #rf F:.t(T TESTING 3c ! t IEERfN r0?�PAMY Ei35CClaflo tr IR ..<•_••,-_u +•_;2z12a 9J V A/C tir �'�Xl'LY. C 14:6,N 4Ak )Y $la]5S 1 t YA.v ??$'.Rr .33.'t I •• - d 1. nA 4 ` taco o Y ^w i.s,u».Ys.t 426a * trn -- +two vc� are,•''`'�� .gyp(• � `�. ..h,ol �tv xn We..� P:T €?..nr•t, FL 33•}t^s.. 1 ...........:_..,,..,....._....».. ....„„4. t.0—.1 64 .h r ti t _ L¢• L,'•§'" .:..."'-'. Wx.'iE' art PF. ...._...Y $(f1f11JI31EiLt1�§- RSu. n t. f aiP1is7. .........41./S P'„ lf)fwE`SJP.1'E _.. i n 4 A QF C f .. - ...1 o(F j•e)S�'?,�'aJ' '.: I rani a� ilMRA1TON5 uQ,_EbgDmLN� dF 119 Fo_._..._ _.TTIA 7.MAX.AS.D.DESIGN PRESSURE RAYWi 41 tO.— 170 Pmd. z MAX.SHUTTER 6PAN:96' .s '' . �i ( it ? � '€ ti !1 1 I I ; F i �, ( .au E�& axED MOLWMV.-x D.G&H ON Sk . 7p�c wn.i.AS, ,i MOUNTINGS M.0.T,0 6r W ON SHEM YE'&17. ` ••�� 1 �` ..1 .i 1 �1 k § # ( 1 � S T 1 t I,+ (. ONLY CENTERfAA- %N W,! OR 2{-SS ME AlLCi'iED W(F11(2� d'�14'i€R S: € A ED IN A OR IA OUT:rti CAFE CF OPPOSING WT.�73 MUST BE INCLUDED OMY�AT!MIRICR ACCESS SIDE OF 6, cErnEaw,e. TYP.EA.END ,� # r i '€( 5. HV WINm MAU t %va CNLY ALLaw'A ump-CDA Or s OPEN.aum '(3'0 HOLES)MA e PER�CAD£.A'`PACINOS SRO"ON SHEET 4. iiR)C.5 WtND0Yi5 G J g !4 i I •'.. !. { ! (,,. i € r., (9).WN.CLE++zh1'CE_ fTtil TOP OR @OTFOii EDO£OF NV WImw M.AZE-51 ALLOWED AT iN ( t • i r, �' i i k OF ANY 3-P HOLE. OR E. ALL eE WWDOW%AGE t t I # WC FRST OR` BLADE OO\ANO,W.FROM STARTERS AT ENDS MAY BE.W INDOW BLADE 7�A. ',di{j IE''..t I ' 7 (''f 7�,,�� i'^.1 t u i�7 '1-r Sr tS l • iI �) CGi HV AINDOW 51 irc(1.j MUST DE USED ALIERWTE HY A SOLO Mt PiACE�,I THROUGHOUT 3HUITEH'S*9TH. �a 7 1 { ,#r (i•""'i i i f•�yS rt ( .t p°1 1 # i r P (E7 Cc�RMETH 55N.iL' .U.&:4Y5 BE 7iS;Au.�hOinCEtr TO A SCLO iN PLACE 7 AT EiitEPE 4r THEM.�' 4 -cEF END 1 ,I (E,+•h1 § i F I(, %3 r € t .( (F)aOLYCARHGtdhTE h°t SYBw' '7 DfLALi. i'(.-E.vsF;e'-G TAH3 ease CONNECuON. i I')/ I. I { 1 i s $, I(' i E jj,Ri.I n ,i '( { Y .;; " THE INTERIOR OF THE OPEETuNO 4EH+C PAO7?CI:D.}N:viNW.Ny MUS DE DETAILS CN SHEES( �_,�! r [ J' F it . . ,�• kW I � xjo I ' �. j f•r 7i• s ONLY INS-,ALIzD N'O LOCICE;i.alilli A hU SETUFIC.TCAA..PSC4!BER 6Y ASS4, s ... -� #. rt ' 1 ! Ii. �'. /5 ial I�l„!�(yi yf , i4 � INC. FULL HMi T. t 6.SEE ANCHOR oPnC'IMC SCHCDULE rOR INSTALLAT.ONS E'N7.O WOOD FRAMC t.jl ii !.f ri �� x dd, �E. ( , i F_�t S �I, 11 ll 1 ri ; ( ":¢ 9U1DiNCS ON'>t�xf Ib.AS LMRiA BY SFAN AtU' OtT:wN LOAD(�E.'.NOTES 1 , z A99,%). i T !` 7.C ANCHOR XRETZ aCg WA LO#NrICEM 12 1(TO Prim t( i t. ` (( CONCRETE CA G^F+C:ETE BLCCa<WALL ON'SSiCc u 72& 13 A:s:`i+,[iED'UY i, t7. }i ((((11 (' Iflll i f ! j PAN Ndi`C iGN 1...42 l$C.'NO'(S 7 rt 2 h-Gf'Ei. k=-�� r,c,a.�..�a ao.e.I ��3 I S �! t1Et Pfbt FG AL .I EMEta T - f- � I$"'"T*7 7Ja M L,OI'ChF � ! i3 or(�.}f�i �(�:F, �,YfF47 2nkE N:7aSAUa SrFAN T 94 L�._......._....__ ..__....__.__..._..».__ ..-._..:,.-.:._ ;.._ hJUli£D MOi.•----..........»....,,.-......_. ...._. _..._ ._.. ..-.._._.... t '. _. �,TION L<FLaL w class N 7 EXIST?IG G(J.Sb`1 r t.Ek.:a'3f,7tl.E f_V Mt 1 F'YFF Uf.eFfi�` .�' ( I i d 2S w.Tics oa�.'T"Firt*tHAt�.S _. ___.. r ,U -sA< _ ti 1 rT i i UEM .. t , �p\✓ `. �,lf�,�f�� '� ��k� ��'L�'yP�,, ::`. "� �'k ✓ A°as, �,�» #�'.:� 4�r' .. ..,- i" `It TYP. :YMugTR;CA W/lim dR 6s� .(SEE TYPICAL'1.? HV._.BLADE 1NnFtKING IN` .UNISON" ..4§+I IiV '4jlt QQW BUbE f�:�HUTTER�r'` •- --' .. }�+flc�yy� _ \` 4�� tlrry'rrAr' D2C23 tT%IXt.naC: in NCL. El.�l��i �IIG (#�an.Ngh �iwiacff/ F1uT ;Zcne' f y ZQ'�G FN uE7Ab`i r}Fl R� p. Accordion,�h r,� stem 1 ` yet WJ(k�t+#f0 FLV 1}MM aAW - �" it-», J.7, ,z• T{LLIT'7STiNG d:'.EHr'tP7EE HG CoMPARY .ARTerfet3Tf Sbuf ei Sy:7farns 3'M..-w st „Ic M3 Tl2f2G20- ' — '�c�` �'GF�} ei- ., CI 1 .4- t.. 33{07. { 3 # ( 0 1`��rfJFk. ��FS:C'a�y�......_.....,_ ......-. t. xc_`E4 A sfO IJ � 1 .E I 28.i"1.6Y r "iu,wi€nz si Y1c SE 1./psi tir(J�EICv�iE i LeRz d.o.ar 6 I�t5TALLiA1IQNS W HV BLADE '`NYEtTERMATES t2 I 4u a-553 4 G:6G YCr�4E� ., t 2 CCG Ars>< Alm. _ b e INTQ METAL STUD WALLS L II +!c h.SrtiCS AT le'G C w K °- �^ p D *' fP1AL. U[ o-p• ��FRAf. L1M N�QNDITIQNS f2k S ��t � A££r7s Y a;i/,y acss nux w r3c3 a LUAtNl1rM oa =,; asii Aae a cr cGs io u}� c-eo I .s"'7a , 4 a c c £- ci Gak>rx`@ZQi FA$(ptm is 9ill'T' � •••.••E. ...: ''rr•:Cz?ial/1'7Hc SLA@AS on 1 I r rrsr'.>dG.tixisd 3;., -�... E '(.}7,#A3t, A.S.D.-DESIGN PRESSURc'}�A.7MiGc.-h7� - 75-(Pst). CHEDULE ,.Sh6c terrc +;.a rMeroca e+e i s rprt!rnetE 2. MAX.' SHUTTM SPAN: 84' MINIMUM ' 1 A5TiNdO ZaMS 1 k N. nraH ,: E SEPARATION ax i.c uc7ii i E USrNc cLtss- t .moo tt r{d3 AL Os13:MOUNTING:.MS�CN�7hf $ EEi Arid ALI0�1EC1,<` ' ty'4iRU 3 ... TO GLASS �..1/d„ 20)q '1,� Ra'' ffNS YrITt �w7 N A(M MUSr PENE71RsAsTE :�7" ut GED RMATE 27 I ' pp�. USE 6'! ( ) 35 (6" LONGS N N#MUM3 I14l ST AtWA.YS 8G Is e i/ c ni a:} x ratio 8° "�f • I ItvC!€CEG.AT--EXTERIOR OR IN tltIOR',ACCES�S SIDE Of' 7 xra w5t Zoe w,rm.c-w it t CFNTFPMAT_. uM:Zrd,t.R XFU To i'rV0^ MK SCs v c} 3c d3a a 1 i _ r. (• ,. :RCf _ trrr yr_ H7?:ADS d ram; 8(_a S£i+CfC CZAiI KVF IS ALSi.r 4AJ0 FOr . >ti d881 ry 43�r t!d 0 ELC4 C0� 10 - t 2 T° ,� C:N7 ttf4TE':a.7rAPPLICATION WITH q .GI )1 r� ! _ i3 PRODUCTS FAB-L _EP. t• x i r Ir. c"T!rw mr-n rDSATr o.0 a I" I MS:WALL HEADER`/Si�i:`IF19AUAT14N �sinP, asarw ray �P �E�TS CQ Q ..._.-. ..... kf3/, lz;L, 3 I:. �Ex 5 f CLASS tad r`��, { _ - i tiGr:i,Ga£Y Sim' TRAG%Ci`a.V°rL'L, 77: .+.»�+... ASIM 5 c33 GRAt,`FW i t lL.. 1 fE a is Sri I t'"'._„_ -.r } �::; G,wv� z[E %T-,14CE7 O a3aCS, .: 43o 43b 43c °' c uYMPo}rTRYA� !: .,. Y, MM€;TPYcAk:. i .—J" .—.•`�.�.. Ir _.4 I 4,N....,E he v3h .fF.c,E� I :, „v=..:.t�ri 3:r'\^Ti.�st`i'nCF:. A � 1 ��, ..--; !I TkR70R �,CCEaS_S1�E 4 fNT' -2 .w GE f 44 _ !, -._ _..... }F y a dL I1V �F3StEii/StA,..E'dJ5' VIEW a.I'. ..,.. , .. 3e� Yr t �3 F! `S "vCN c C a.'To, Mont.) FLV ARE SLACKTAIL VF - OMI �f r :N}gh lelQc f Hrarrl nn� .Vona, [;t�stf ` . ,Ttta, a � 2DLU-r�KrEnt+Mrs �aatr;'ac 44�� O CO ry1Qr , SET - Accor o hinter,Svste v s T:141 c w o t�v vatry m :, `; "2�..�''k>' T t.,.j-T`"STING k ENMCERf.tG cokipa"Y - Amerfccn Shuffei' SpstemS -- -r �— t 3r cFS�Wttt0.a JxiF R16Tt eP +.1,' oaena::ae.w sr rxsarr<+,w,xc^x�tw.us;a}E - �SQ'SCClS]1CR, Inc, y F xl. s r�s tstt s r e .{o azBF 'M1 rrGsti s:tvn %��r� LD�{r+� `c_� cauaxs 'Pleat Pole,; E.ccfs:.(FL 33407 �Uv?y4Vrt{ttt {t i hYIAGLit �c.¢ � .i.eT^• 3 ` __..�...—.___.t.,......, t .Gv 1{-?�Y t EEi